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HomeMy WebLinkAboutTR 25478.1_SOLANO @ ROSETTA CANYON SHEET INDEX ® � 0 1 RC-Cl COVER SHEET 1 RC-GN1 GENERAL NOTES RC-GN2 GENERAL NOTES RC-GN3 CONDITIONS OF APPROVAL N RC-GN4 CONDITIONS OF APPROVAL T-24-1 TITLE 24 COMPLIANCE Q T-24-2 TITLE 24 COMPLIANCE C.D N S 0 L A N A ROSETTA CANYON RC-1.1 PLAN 1-2180 OP71IXNAl FLOOR FLOOR D PLAN 1 -2180A RC-1.1R PLAN 1R-221 0 LOWER&UPPER FLOTORR�PLAry 1R-2180AR REVERSE PLAN Q) RC 1.3 PLAN 1-2180 ADDENDA FLOOR PLAN'B�AL/UCl�ltt PLAN RC PLAN t-2180 ADDENDA FLOOR PLAN"D"C' qRC-1.4 PLAN 1-p180 SECTIONS AND STAIR S}yEp/TION 0 RC 1.6 PLAN 1 -2180 EXTERIOR ELEVATTIIONS W/ROOF PLAN"B' U •'-� TRACT NO. 25478 RC-1.7 PLAN 1-2180 EXTERIOR ELEVATIONS W/ROOF PLAN'C" RC-1,8 PUN 1 -2180 EXTERIOR ELEVATIONS W/ROOF PLAN'D" _ RC-1,B PLAN 1 -2180 INTERIOR ELEVATIONS CJ C RC-2.1 PLAN 2-2324 LOWER&UPPER FLOOR PLAN 2-2324A O c //� ,Q.RC-2:1R PLAN 2R-22324 LOWER&FUPPER FLOOR PLA 2R-2324AR REVERSE PLAN .rK" O V/ RC-2.2 PLAN 2-2324 LOWER&UPPf:tpt ELEC'TBICAAL TrI ITY PLAN .xi 0 RC-2.3A PLAN 2-2324 ADDENDA FLOCK PLAN'D'& D N J RC-2.4 PLAN 2-2324 SECTIONS AND STAIR SEE TION p C114 V-'I RC-2.9 PLAN 2-2324 EXTERIOR ELEVATTI10N5 ROOF PLAN'B" -p SINGLE FAMILY HOMES RC-2,7 PLAN 2-2324 EXTERIOR ELEVATIONS W ROOF PLAN 9A RC -2.8 PLAN 2-2324 EXTERIOR ELEVATIONS W/ROOF PLAN-D" RC-2.9 PLAN 2-2324 INTERIOR ELEVATIONS x o C) RC-3.1 PLAN 3-2579 LOWER&UPPER FLOOR PLAN 3-2579A RC-3.1A PLAN 3-2579 OPTIONAL FLOOR PLAN -- RC-3,1R PLAN 3R-2579 LOWER&UPPER FLOOpR PLA 3R-2579AR REVERSE PLAN RC-3:2 PLAN 3-2579 LOWER&UPPER ELECTRICAL�LITILTY PLAN RC-3.3 PLAN 3-2579 ADDENDA FLOOR PLAN C RC-3,3A PLAN 3-2579 ADDENDA FLOOR PLAN RC-'." PLAN 3-2579 SECTIONS AND STAIR SE TION RC-3.5 PLAN 3-2579 EXTERIOR ELEVATIONS WC/ROOF PLANA' RC-3,6 PLAN 3-2579 EXTERIOR ELEVATIONS W/ROOF PLA 'B" LAKE ELSINORE , CALIFORNIA RC-3.7 PLAN 3-2579 EXTERIOR ELEVATIONS KKK/ROOF PLAN"C"RC-3,8 PLAN 3-2579 EXTERIOR ELEVATIONS W/ROOFPLAN'D"RC-3.9 PLAN 3-2579 INTERIOR ELEVATIONS FI 1 PLAN 4-2750 LOWER&UPPER FLOOR PLAN 4-2750A RC-4.1A PLAN 4-2750 OPTIONAL FLOOR PLAN RC-4,1R PLAN 4R-p7gg0 LOWER&UPPER FLOOR PLA 4R-2750AR REVERSE PLAN RC-4.2 PLAN 4-2250 LOWER&UPPER ELECTRICAALAT4R Y PLAN RC_ 4.3 PLAN 4-2750 ADDENDA FLOOR PLAN"e & C RC-4,3A PLAN 4-2750 ADDENDA FLOOR PLAN"D" RC-4.4 PLAN 4-2750 SECTIONS AND STAIR SECTION RC-4.5 PLAN 4-2750 EXTERIOR ELEVATIONS W/ROOF PLAN"A" dO HOMES RC-4 SA PLAN 4-2750 EXTERIOR ELEVATIONS W/ROOF PLAN"A" CENTEX RC-4,6 PLAN 4-2750 EXTERIOR ELEVATIONS W ROOF PLAN RC-4.6A PLAN 4-2750 EXTERIOR ELEVATIONS H/ROOF PLAN"B" RC-4.7 PLAN 4-2750 EXTERIOR ELEVATIONS W/ROOF PLAN"C' RC-4,7A PLAN 4-2750 EXTERIOR ELEVATIONS W/ROOF PLAN'C' RC-4.8 PLAN 4-2750 EXTERIOR ELEVATIONS /ROOF PLAN"D" RC4.9A PLAN 4-2750 50 EXTERIOR ELEVATIONS W/ROOF PLAN'D" g g 2280 WARDLOW CIRCLE SUITE 150 CORONA CA 91720 RC-D1 ARCHITECTURAL DETAILS t- N 25 25 RC-D2 ARCHITECTURAL DETAILS Z RC -D3 ARCHITECTURAL DETAILS O RC-D4 ARCHITECTURAL DETAILS RC-D5 ARCHITECTURAL DETAILS 5 RC-DB ARCHITECTURAL DETAILS W STRUCTURAL � CONSULTANTS BUILDING INFORMATION GENERAL NOTES BOB STRUCTURAL COVER SHEET PLAN 2180 S1-1 SLAB HARDWARE PLAN 2180-A.B.C AND.D S1-1.1 FOUNDATION PLAN-VERY LOW"EL'2180-A.B.C AND D STRUCTURAL ENGINEER: BUILDING STATISTICS S1-2 FOUNDATION PLAN-LOW'EL"21 BO-A,B,C AND D r I.THESE PUNS ARE INTENDED FOR USE UI ONLY S,AND ABLE A LICENSED CONTRACTORS ORKM N WITH ALL APPLICABLE BUILDING S1-2 FLOOR AND ROOF FRAMING PLAN 2218-A NTH OPTION CODES AND OTHER GOVERNMENTAL INTERPRETED AS TO AND ABLE AND L APPLICABLE TO PROVIDE WORKMANSHIP AND MATERIALS OF HIGH S1-3 FLOOR AND ROOF FRAMING PLANS 2180-BAND C PERFORMANCE PLUS ENGINEERING INC. REQUIRE THEY SHALL BI IUTIES AND SO AS TO INCORPORATE ALL APPLICABLE BUILDING CODES AND OTHER GOVERNMENTAL 51-4 FLOOR AND ROOF FRAMING PLANS 2180-D N ` " A. BUILDING OCCUPANCY GROUP R-3/U-t IN FAVOR OF ALL AMBIGUITIES AND DOUBTS SHALL BE RESOLVED,UNLESS THE ARCHITECT SPECIFIES OTHERWISE IN WRITING, W- , 29883 SANTA MARGARITA PARKWAY,SUITE 200 RANCHO SANTA MARGARITA,CA 92688 IN FAVOR OF THE CONSTRUCTION DR MATERIAL OF THE HIGHEST QUALITY. PLAN 2324 C (Cv9)835 Q843 FAX(949)635-9863 B. TYPE OF CONSTRUCTION V-N 2.THE BUILDER SNP11 TAKE FULL AND FINAL RESPONSIBNtt FOR CONSTRUCTING A FINAL PRODUCT OF APPROPRIATE QUALItt AND 82-1 SLAB HARDWARE PLAN 2324-A.S.C AND D O C - SERVICEABILITY CONSISTENT WITH THE INFORMATION AND REQUIRMENTS CONTAINED IN THE CONSTRUCTION DOCUMENTS OR 52-1.1 FOUNDATION PLAN-VERY LOW'EL"2324-A,B.C AND D REASONABLY INFERABLE THEREFROM.AND/OR CONTAINED IN THE REQUIREMENTS OF ANY GOVERNMENTAL ENTITY WITH JURISDICTION 52-1.2 FOUNDATION PLAN-LOW"EL'2324-A,B,C AND D Oo O 1. 52-2 FLOOR AND ROOF FRAMING PLAN 2324-A WITH OPTION .�^ TITLE 24 CONSULTANT: OVER THE PROJECT;AND IN THIS REGARD THE BUILDER SHALL TAKE FULL RESPONSIBIUtt FOR ALL CONSTRUCTION MEANS, 52-3 FLOOR AND ROOF FRAMING PLANS 2324-8 AND C CONSOL ENERGY CONSULTING C. BUILDING AREA TABULATION METIRODS,TECHNIQUES,SEQUENCES OR PROCEDURES INCLUDING W1THOUT UMITATION DEMOUTION,EXCAVATION AND ERECTION S2-4 FLOOR AND ROOF FRAMING PLANS 2324-D PROCEDURES FOR S4FET1'PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PROJECT;AND FOR THE TIMEUNESS OR QUALITY 7407 TAM O'SHANTER DR.#200 STOCKTON,CA 95210-3370 BASE PLAN PORCH OF ALL OF THE WORK PERFORMED PURSUANT TO THIS AGREEMENT. IN THIS REGARD,THE BUILDER SHALL INDEMNIFY TO THE PLAN 2579 (209)473-5000 FAX(209)474-0617 PLAN 2180 FULLEST EXTENT ALLOWED BY LAW THE PROJECTS DESIGN TEAM,AND THEIR RESPECTIVE OFFICERS,DIRECTORS,PRINCIPALS (SQL FT.) (SO. FT.) AND EMPLOYEES,OF AND FROM ANY AND ALL CLAIMS,UABIUTY ANO/OR LOSSES WHICH ARE CAUSED OR CONTRIBUTED TO BY THE S3-1 SLAB HARDWARE PLAN 2579-A.B.C AND D FAILURE OF THE BUILDER TO HONOR THESE OBLIGATIONS,INCLUDING EVEN LABILITY CLAIMS AND/OR LOSSES INVOLVING ANY S3-1.1 FOUNDATION PLAN-VERY LOW"EL"2579-A.B,C AND D FIRST FLOOR 924 106 INDEMNITEES'ACTUAL OR ALLEGED ACTIVE NEGLIGENCE OR DESIGN DEFECTS,AND EXCLUDING ONLY ANY INDEMNITEE'S SOLE S3-1.2 FOUNDATION PLAN-LOW"EL"2579-A.B.C AND D Q <-. ' SOILS ENGINEER: SECOND FLOOR 1256 NEGUGENCE OR WILLFUL MISCONDUCT. S3-2 FLOOR AND ROOF FRAMING PLAN 2579-A WITH OPTION S3-3 FLOOR AND ROOF FRAMING PLANS 2579-8 AND C Z ALBUS-KEEFE & ASSOCIATES, INC. TOTAL DWELLING 2180 3.ARY SUBCONTRACTOR WHICH AGREES TO CONSTRUCT THE PROJECT PURSUANT TO THESE PLANS FULLY ASSUMES THE RISK OF ALL S3-4 FLOOR AND ROOF FRAMING PLANS 2579-D ERRORS AND OMISSIONS WHICH SHOULD HAVE BEEN DETECTED BY A CAREFUL REVIEW BY A KNOWLEDGEABLE UCENSED CONTRACTOR, LU 1403 NORTH BATAVIA STREET,SUITE 115 ORANGE,CA 92867 GARAGE 437 THAT WHICH FOR ANY REASON WERE NOT RESOLVED DURING THE BIDDING OR NEGOTIATION PROCESS. FURTHER,THE BUILDER PLAN 2750 V (714)744-9760 FAX(714)744-9750 SHALL CAREFULLY REVIEW THESE PUNS AS THE WORK PROGRESSES IN ORDER TO IDENTIFY ANY SIGNIFICANT ERRORS AND S4-1 SLAB HARDWARE PLAN 2750-A,B,C AND D OMISSIONS,CUD TO ASCERTAIN ALL NECESSARY INFORMATION BEFORE PROCEEDING WITH THE AFFECTED WORK,AND ASSUMES THE 5-1.1 FOUNDATION PLAN-VERY LOW'EL'2750-A,B,C AND D BASE PLAN RISK OF ANY AND ALL LOSS,INCLUDING DELAY,WHICH MAY BE CAUSED OR CONTRIBUTED TO BY THE FALURE TO ASCERTNN 54-1;2 FOUNDATION PLAN-LOW"EL"2750-A.S.C AND D PLAN 2324 SO SO CORRECT OR NECESSARY INFORMATION IN A TIMELY MANNER. _ co CIVIL ENGINEER: S4-3 FLOOR AND ROOF FRAMING PLANS 2750-AB AND OPTION HUNSAKER & ASSOCIATES FIRST FLOOR 965 72 4.THE BUI DER SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD;AND All QUESTIONS AS TO DIMENSIONS AND FIELD SAL-4 FLOOR AND ROOF FRAMING PLANS 2750-D CONDITIONS SHALL BE RESOLVED BEFORE THE AFFECTED WORK PROCEEDS. NO DIMENSIONS SHALL BE OBTAINED BY SCALING THESE 2900 ADAMS STREET,SUITE A-15 RIVERSIDE,CA 92504 SECOND FLOOR 1359 PLANS. DETAIL AND NOTES '^ (909)352-7200 FAX(909)352-8269 TOTAL DWELLING 2324 5.THE GENERAL BUILDING PERMIT AND PLAN CHECK FEE SHALL BE SECURED AND PAD FOR BY THE BUILDER. ALL OF THE PERMITS SDI FOUNDATION DETAILS AND GENERAL NOTES GARAGE 448 SHALL BE TAKEN OUT AND PAID FOR BY THE BUILDER OR BY SUCH SUBCONTRACTOR AS THE BUILDER MAY DIRECT, SD2 STRUCTURAL DETAILS AND GENERAL NOTES SD3 STRUCTURAL DETAILS O 0 6.T14E BUILDER SHALL BE RESPONSIBLE FOR PROVIDING AND MANTAINING TEMPORARY WATER SUPPLY,UGHT/POWER,TOILET SD4 STRUCTURAL DETALS SOS STRUCTURAL DETAILS PLAN 2579 FACILITIES AND JOBS TE OFFICE WITH TELEPHONE AND FAX MACHINE. / � coV! 52 BASE PLAN PORCH H HARDY PANEL DETAILS (SO. FT.) (SO. FT,) 7.THE BUILDER SHAL FURNISH ALL LABORATORY TESTS,INSPECTIONS AND REPORTS THAT ARE REQUIRED BY THESE PWNS OR BY //• ' V W I:w IL REVIEWED J�c-� C 0 FIRST FLOOR 1079 86 PLAN 2180HaTIlS& [JLREVISIONS SECOND FLOOR 1500 8.TI1E BUKDER SHPll PROV DE SHOP DRAWING SUBMITTPIS FOR THOSE ASPECTS OF THE WORK IDEN FIED ROOF TRUSSES,FLOOR PLAN 2324PLAN 2579ASSOC10165 BTRUSSES...;PND EACH SUBMIRAL SHALL CONTAIN FIVE COPIES OF THE INVOI.VID DOCUMENTATION. WTOTAL DWEWNG 2579 PLAN 2750 ® � W 9.NO SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT UNLESS IT HAS FIRST BEEN APPROVED IN WRITING BY THE OWNER. O =' GARAGE 468 MECHANICAL NO. DATE DESCRIPTION 10.ALL TRADES SHALL AT ALL TIMES,KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY M-0 MECHANICAL NOTES z Z THEIR WORK,AND AT THE COMPLETION OF THE WORK SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE JOBSITE AND ALL THEIR PLAN 2760 BASE PLAN PORCH TOOLS,SCAFFOLDING AND SURPLUS MATERIALS,AND SHALL LEAVE THE JOB BROOM CLEAN,INCLUDING REMOVING ALL LABELS, M-2180 PLAN 2180-MECHANICAL FLOOR PLAN Q 8/19/04 CLIENT REVISION (S0. FT.) (SQ. FT.) SICKER&PAINT SMEARS,Ere..,FROM LIGHTING FIXTURES,PLUMBING FIXTURES,GLASS SURFACES,FINISH HARDWARE, M-2324 PLAN 2324-MECHANICAL FLOOR PLAN � W 10/19/04 BUILDING DEFT.CORRECTION CABINETS,COUNTER TOPS,ETC. M-2579 PLAN 2579-MECHANICAL FLOOR PLAN a J W m FIRST FLOOR 1089 -- M-2750 PLAN 2750-MECHANICAL FLOOR PLAN W L Q ® 10/22/04 CLIENT REVISION SECOND FLOOR 1350 11.PER UBC SEC 18012&1806.2 FOR SOIL EXPANSION INDEX MORE THAN 20'.SPECIAL FOUNDATION REQUIRED.COMPLY WITH r Z ® ATTIC FLOOR 311 SEC 1815 FOR GRID FOUNDATION SYSTEM OR SEC 1816 FOR P-T FOUNDATION.11/18/04 BUILDING DEFT.CORRECTION Y Q TOTAL DWELLING 2750 12.ITEM 11 ABOVE APPLES TO EACH LOT OF EACH BUILDING PLAN. GARAGE 459 13.FOR THE SUMMARY OF DESIGN VARIATIONS FOR SOIL CONDMOS"(SODV), VICINITY MAP J c) z a PROVIDE ENGINEER'S WET SIGNATURE b SPECIFY MODE-NUMBERS c THE REMEDIES TO BE REVISED PER ITEM 1 AND 2 ABOVE MODEL ELEVATIONS d THE SODV WILL BE REV EWED PENDING THE APPROVAL OF THE BUILDING FOUNDATION PLANS. �wsAX°,Hes`"vu11 s"x*"m'� TALL'DRAB STOPS SHALL BE INSTALLED WHERE THERE IS USABLE SPACE ABOVE AND BELOW AM'CONCcsI Fn SPACE IN A FLOOR- "°R ENT°"""TOE,e"':nn�+°E_E, CEILING ASSEMBLY SUCH THAT NO AREA OF THE CONCEALED SPACE SHALL EXCEED 10DO SQUARE FEET. DRAFTSTOPPING SHALL ��'r odd r"iw"S,rvEg i*TM,x.+l,� .x0 PLAN - ELEVATION 1 DIVIDE THE CONCEALED AREA INTO APPROXIMATELY EQUAL PARTS.'USC708.3.1.1.1 COUNTY OF �.�- - �w " � . PLAN - ELEVATION 2 RIVERSIDE ""��ih 1.-,I:)I•q .. . p(o: PLAN - ELEVATION 3 14 PROJECT MANAG:R PLAN -ELEVATION 4 RAA�TE $D, CY,li1rL/� _ ___ AVENUE DESIGNE LEGAL DESCRIPTION ALL WORKS SHOULD COMPLY WITH: LAI Ar CBC 2001 CPC 2001 ELSIN DA 5-21-04 �5 O)T'�'��I ?�- JOB NO. 1s l /;LI 04-03 BEING A SUBDMSKIN OF THE MOM 1/2 OF IHE SOUTHWEST 1/4 TONER WITH THE C M C 2001 C E C 2001 �I WEST,EST 1/ALONG HEWIT SOUTHWEST O THE WE i 4 0,S OF�E�,MM.F 41111ST 4 OF SECTION RANGE 4 29, "~I ^-1 FMEET TOWNSHIP 5 SOUTH,RANGE 4 WEST,S.B.M.,ALONG WITH ALL OF PARCEL 2 AND PORTIONS SJM' _ OF PARCELS 1 AND 3 OF PARCEL MAP 8112,RECORDED IN BOOK 73,PAGE 69 OF PARCEL ORDINANCE N O.4 5 7 O F MAPS,RECORDS OF RIVERSIDE COUNTY,CAUFORNLk ALONG WITH PORTIONS OF PARCELS 1 - "�C".. ClD 2 OF PARCEL MAP 19924,RECOUNT IN BOON 122,PAGES 44 THROUGH�, RIVERSIDE COUNTY RAILROAD CANYON R 1 �VJ INCLUSIVE;OF PARCEL M199,SAID COUNTY RECORDS. N.T.S. SH::ET: OF: f/m l vA .1 DIVISION 1 - GENERAL REQUIREMENTS DIVISION 5 - METALS DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 8D. WEATHERSTRIPPING AND THRESHOLDS-ALL EXTERIOR DOORS r 0 SECTION 7A, ROOFING AND WINDOWS: 1, Scope, Furnish all metal supports, angles,plates,attachments,bolts, leg bolts,gates, 1. Exterior Doors and Windows, Shall be completely weatherstrlpped. Penetrations to Q 1. All work shall comply with applicable requirements of the city of Lake Elsinore, rallinge, weidings, shop priming and Include Installation as required to complete work. 1. Scope, Furnish and Install roofing and waterproofing work complete, Including cant be Caulkedand sealed. y County of RIVERSIDE, 2001 CBC,State and local codes, strips and Incorporating other trades flashing, sleeves and Jacks. 2. Work by Others: All blocking to receive attachments shall be provided under Hough 2. Thresholds, Aluminum, 2. Permits, The general building permit and plan check fee shall be secured and Deld Carpentry. 2, Materials, for by Centex Homes. All other permits shall be taken out and paid for by the Sub-contra- SECTION BE. GARAGE DOOR HARDWARE, Slid Bolt per governing agency. N CV ctor directly responsible. 3. Welds, Welds shall be ground smooth all weld splatter removed and shell comply A. Concrete Tile by 'EAGLE' - I.C.B.O. #4660 or approved equal.with the specifications of the 'American Welding Society'. 11 Provide hardware per manutacturere specifications and local codes. () Q _ 3. Substitution. No substitution$ shall be made without Centex Homes's approval. (1) Roof the shall be Installed as per manufacturer's specifications,w eight, N (T 4. Materials: See drawings for sizes, material and attachments.Fabricators to provide color and $nape to be selected by Centex Homes and approvetl by Architect. 2. Doors shall be adjusted and counterbalanced for each operation. ^ Q 4, Intention: The Intention of the documents is to Include all labor,meterlal,equipment, shop drawings for stair and all exposed work for approval prior to commencing work. Application of save tits clips are required, and approved roofers mastic shall V r and transportation necessary for complete and proper execution of the work. be used for ridge, hip and rake tiles,field nailing Is required per code for 3. Garage sectional door ea selected by Centex Homes when three garage doors occurs the Q 5. Ornamental from Stair railings as shown on the drawings. (Where applicable) every tile. See exterior elevations for the shepea. opener will be tied together on two doors. ._ 5. Changes, Centex Homes may he c extra work being make changes accordingly, r altering, adding to, or deduction from the work, the contract Cum being adjusted accordingly, 8. Materials: B. Untlerleymenh Provide Min.30# under roof tile, IU •fA B. Cutting and Patchingi All trades shall do their own cutting, fitting, patching, etc„ 3 to A. Structural steel and miscellaneous Iron shall conform to ASTM A-36. SECTION BF SEALANT AND CAULKING - . Flashing and Gravel Stop: 28 gauge G.I. lap joints end fill with roofing cement. 1.01 SCOPE make the several parts come together properly and fit It to receive or be received by B. Bolts,nuts end screws shall conform to ASTM A-307 Grade 'A', cc 0 the work of other trades, 4. Roofing Nelle, Galvanized. A, Provide labor, materials, equipment.and services necessary for Inetallatlon of sealants and caulking Complete as indicated on the drawings. C 7. Scope; All trades shell lurnleh all labor, equipment,materials, and perform all work C. Welding rode shall conform to AWS for Intended use. 5. Special Conditions, p �/� •� necessary, Indicated, reasonably Inferred, or required by any code with jurisdiction to A. Provide Crickets as Indicated and as necessary, B. Principle work In this Section; Q >✓ V♦ Complete their scope of work for a complete and proper finished job. D. Steel plates shall conform to ASTM A283, Grade A. t0 G w' Q 8. Inetallatlon, Install rooting and well flashing per manufacturer's recommendations 1. Coordinate all work In this Section with related trades. �7a B, Clean-up, All trades shall, at all times, keep the premises free from accumulation of E. Steel tubing shall conform to ASTM A501. Carefully Incorparetinp G.I. fleehing ecuppere, jacks, sleeves, roof, drains, etc. supplied N V /� waste materials or rubbish caused by their work. by others. 2. This section contains general specifications pertaining to caulking N ` �LI 9. Temporary Tolleta; The General Contractor shall provide temporary toilet facilities for DIVISION 6 - WOOD AND PLASTICS band sealants throughout the protect requiring Indicated al requlretl, and c becomes a pert la ell trree ethrou sutthedrawings The term � O -� all trades until completion of the work. SECTION 7B. SHEET METAL, 'caulking' or 'sealant' Is used serial an the hodo and SECTION oA. ROUGH CARPENTRY specifications to tlellne the materials and method of filing with an � 10, Linea and Levels. The Contractor shall be roeponslbte for the accuracy of the building 1. Scope, Provide miscellaneous metal work as indicated and specified. elastics compound, the small crevices, holes, separations, and joints lines and levels. The Contractor shall compare carefully the lines and levels shown 1. See structural calculations, specifications, antl tlrawinga preparetl by,PERFORMANCE PLUS between similar antl different materials that cannot be sealed by any = C on the drawing with exI.tIng levels for the location and construction of the work and 2• Materlele: Fleshing; 26 gouge galvanized sheet metal. ASTM A-93-38 unless other means to prevent the passage or penetration of wind,rain, - shall call the Architect's attention to any discrepancies before proceeding with the otherwise shown. water, and dust to make joints weethertlght. C work. 2. Plywood Minlmuma: See Structural drawings 11. On Site Verification of all dimensions and conditions shall be the responsibility of the 3. Root Sheathing. gee Structural drawings 3. General; 1.02 QUALITY ASSURANCE Contractor and Sub-contrectore, Noted dimensions take precedent over scale. Each A, Work shall be accurately fabricated to detail and fitted to job conditions. A. Code. and Standards: Contractor or Sub-contractor shall report to Project Superintendent all conditions which prevent the proper execution of their work. SECTION 6B. FINISH CARPENTRY, B. Molded and Drake-formed members shall be finished true and straight, sharp 1. Scope: Ilnae end angles. 1. California Bullding Code 12. Client's Architect and Project Superintendent to be notified Immediately by Contractor 2. Sealant and Waterproof Institute or Sub-Contractor should any discrepancy or other question arias pertaining to the A. Furnish and Install all Finish Carpentry complete, Including trim, door frames, C. Lock $Game fiat and true to line,1/2 Inch wide,sweated full with solder. working drawings and/or specifications. paneling, shelving. D. Sheet metal work shall be designed to provide complete weather-tight and 3. National Ron Contractors Association NRCA Roofing and 13. Sub-Contractor shall Insure that all work Is done In a professional workmanlike B. Installation of Finish Hardware, bath accessories, cabinet pulls, etc. waterproof connections. Waterproofingg Manuel. manner by skilled mechanics and shall replace any materiel or Items damaged by Sub-contractor's performance, Sub-contractors and Suppliers are hereby notified that 4. Shop Painting. All galvanized metal shall be shop primed with one coat of zinc 1.03 JOB CONDITIONS they are to confer and cooperate fully with each other during the course of 2. Workmanship. duet-zinc oxide primer over all surfaces. Work shall be performed within range of temperatures and climatic conditions }m construction to determine the exact extent and overlap of each other's work and to recommended by the manufacturer and association successfully complete the execution of the work. A. All lolats shall be tight and true and securely fastened Corners shall be 5 Flashing; neatly metered,butted, or coped, with nails set and eurfecea free of tool 14. Structural Engineering Prepared By; PERFORMANCE PLUS ENGINEERING,INC. marks. A. Provide all flashing and counter-}lashing Items as Indicated and as required 1.04 PRODUCTS 29883 SANTA MARGARITA PARKWAY, SUITE 200 RANCHO SANTA MARGARITA, CA 92688 B. Wood work shell De accurately scribed to fit adjoining surfaces. to make complete work completely waterproof. Note, Thiokol products shell NOT be used due to reported Instability of the product. (949)635-9843 FAX (949) 635-9863 A. Refer to the current calculations for any question regarding lumber grades, C. All work shall be machined or hand-sanded,sharp edges and splinters B. Flashing shall be broke formed to sharp lines and fitted to details. co beam and header sizes, footings and sheer requirements, removed, and completely prepared for finish. 1.05 CHARACTERISTICS C. Flesh and s andr outgo a[all roof to wall ugh exterior r flash and Caulk Z Y B. No deviations from structural details shall be made without the written D. Full length continuous boards shall be used whenever applicable or wood beano and outlookers projecting through exterior walla or roof A. Color, Unless indicated or specified otherwise, exposed sealants shall match approval of the Structural Engineer. Approval by City Inspector does not specifically noted. eurfecea. color ff etlt col materials. Where atlas directed, materlale el each code of joint O are different colors, ueri sealant color adjacent directed, It selected color f net constitute authority to deviate from plena or specifications. D. Flash all exterior door end window oDeninge wlih approvetl method end avalleble from one manufacturer, obtain from another manufacturer. 3. Materials, 15. Salle Engineering prepared Dy, ALBUS-KEEFE 6 ASSOCIATES, INC. materials which conforms to standards of local and applicable codes. B, Staining: Joint fillers, primers or other materials used In conjunction with 111 1403 NORTH BA7AVIA STREET, SUITE 115 ORANGE, CA 92887 Cr A. Door Frames; sealants shall not cause staining of sealants or materials to which they are (714) 744-9760 FAX(714) 744-9750 8. Attic Ventilations H A. Refer to the current Salle Report. (1) Frames shall be set plumb and true,rigidly secured, and protected during •DPlled. the course of construction. A. Scope, Provide attic ventilation as per Chapter 1505.3 C.B.C. 0 Dated SEPTEMBER 30, 2003 for Work Order No, J.N.,1216.00 B. Door Stops and Casing, Manufactured of clear pine. B. Attic Yenta; Sea Architectural plans for etl and speel al shaped vents, 1.0 >_ DIVISION 2 -SITEWORK and venting requirements. Openings of vent.nts to to have 1/4' corrosion resistant } 11) All vertical and horizontal trim members shell be In longest practicable metal mesh covering per Section 1505,3 C.B.C• A. Sealant Types and Locations: Go1. scope, )angina C. Provide soffit ventlletlon per Sec. 1505.3 C.B.C. 1. At general well locations and around perimeter of tollet fixtures, one A. The contractor shall take all necessary meaeurea to fully protect adjacent D. Shelving, As selected by Centex Homes. part Silicone or sealant le tric Corp.turetl by Dow Corning Corp„ prCD desconee. 7. Dryer Vent, Dryer vent to outside air per manufacturer's specifications and local Trained, or General Electric Co Z w E. Wood Bees; (Throughout)2' (min) high clear pine or as otherwise noted. jurisdictional requirements, and as per C.M.C. Section 504.3,908 DOW GENERAL SURFACES CORNING ELECTRICAL B. The work consists of furnishing all labor, equipment, materials, and perform- a \ Ing all operations necessary for all earthwork,Including securing and paying 4.4. Fitting and Hanging of Doors, for the grading Dermot. DIVISION 8 - DOORS AND WINDOWS; (Refer to Building Security Code for additional Non-porous surfaces such as glass, metal, 0781 01200 � � A. Each door shall be accurately cut,trimmed, and fitted to its respective frame Information where applicable). All doors shall comply with California Building Security code and ceramic and plastics. _ Code it S t Venure Security . ~ _ 2. Excavations: and hardware with due allowances for pointer's finishes. county of Porous surfaces such as block and concrete. #780 e1300 } B. Clearance at the look and hanging allies and at the top shall not exceed 1/B'. Locations such a. ceramic tile, plumbing #7B5 #1700 � A. gee soils report prepared Dy:ALBUS-KEEFE 6 ASSOCIATES, INC. LV J B. Excavatlone far footings shall be made to the wltlth, length, and depth Clearance et the bottom Coati be fl0luete0 for finish floe covering schedules, SECTION 8A. DOORS, fixtures and others where a mlltlew resistant required, Finished with level bottoms, Including carpeting. C. Excavation shall be kept free of standing water, seals is required. D. Where axe vatlona are made to depth greater then Indicated, such additional C. Lock stile edges shall be beveled. 1. Scope, Furnish all wood doors as Intlleetsd on plans. O Q depth shell De filled with concrete as epecifled for tootinga. Locations where a high Degree of movement #790 Silprus D, Door shall operate freely,but not loosely, without sticking or binding without 2. Doore; Is anticipated, Z L.L 3. Fill and Backflll: hinge bound conditions; and with all hardware property adjusted and funotlChing• A. Entry Doore; 1-3/4' solid core, fiberglass as approved by Centex Homes. 2, For joints In floors and sidewalks,use two part Polyurethane 40 - 45, � 11J Shore Al Rubber-Csufk 230, manufactured by Products Research and J A. See Solis report prepared by,ALBUS-KEEFE a ASSOCIATES, INC. B. Exterior Doors, 1 3/4' thick french door, as approved by Centex Home.. Chemical Corporatlonl 19etaseal #450' with formulation to obtain Q B, Filled materials shall be free from debris, vegetable matter and other foreign SECTION 60. CABINETS, Shore-A hardness of de- 45, by Essex Chemical Corporation v substances. C. Exterior Doors, 1-3/4' thick, eolld core as approved by Centex Homes, De bituminous Traffic Grade' by Grace Construction Materials. Do not � Z t�,lli C. Backflll for pipe trenches shall be compacted on both aides of pipe In six Inch 1, Scope. Furnish and Install all cabinet work complete. use bltuminaue materials. I..� layers. D. Interior Doore; 1-3/8' thick,hollow core as approved by Centex Homes. colonlat/Delnted. 3. For all other Interior locationsuse compound to match adjacent W 2. 9tendarde, work; one part non-Cappingg,, permanently elastic butyl orr similar � 4. General Grading and Drainage. see Civil Engineering drawings prepared Dy: A. All natural flnlah cabinets shall meet the requirements of Southern California E. Wardrobe door, 1-3/8' thick, hollow core as approved by Centex Homes, polymer dispensing In compound containing a maximum of 10% HUNSAKER a ASSOCIATES Association of Cabinet Manufacturer's Standard Grade. 6olvente, '39eltl9ht Elaatomerlc Butyl Caulk,, by W.R. Meadow,Inc„ 2900 ADAMS STREET,SUITE A-16 RIVERSIDE, CA 92504 F, Unit Door to Garage: 1-3/4'thick, solid core hardboard with self-closure or 'PRC Rubber Caulk 2000 Sealant', by Products Research and (909)352-7200 FAX(909) 352-8269 S. All point grade finish cabinets shall meet the requirements of Southern Chemical Corporation. O O A. Refer to the current Landscape Architect's grading and construction California Association of Cabinet Manufacturer's Standard Grade. documents. SECTION 88• METAL DOORS AND WINDOWS, (Rater to Building Security Code for 1.07 OTHER MATERIALS /1r ♦n (n C. All stain grade finish cabinets shell meet the requirements of Southern Additional Information where applicable). All doors shall comply with Cellfonla Building Code, L•L v� B. All finish grades to drain away from the bulltling footings, California Association of Cabinet Manufacturer's Standard Grade. A. Primer, As on on recommended by sealant manufacturer for use with eealant and Q for application on to the various types o/ materials to which sealant Is applied. U WC DIVISION 3- CONCRETE 3. Materials and Design, 1. Scope, Furnish all metal window and doors as Chown on plans. B. Closures, Where required, In lieu of primers, use those recommended by L sealant manufacturer. LJJ O LLJ 11 See structural calculations, speolficatlone and drawings prepared by: A. Kitchen Cabinets, As selected by Centex Homes,as per shop drawings. 2• Aluminum windows, shall comply with AAMA Specifications HS 0-1 complete with aluminum frames and aluminum screens. C, Joint Filler: Must be compatible with sealant used and as recommended by o PERFORMANCE PLUS ENGINEERING, INC. B. Verify appliance size with Centex Homes and Supplier, sealant manufacturer. a C. Cabinets must be compatible to or meet WIC Standards. 3, Flnleh: White Duranod 10. 1. Open call neoprene or plastic foam 'rod'. Z Z DIVISION 4 - MASONRY g 4. Aluminum 311tlinp Doore, Shell comply with AAMA Specifications SDO-D-1 complete 2. Felt Tape, MII-F-5858A, pressure-eenaltive adhealve with Interllner on � W 1, Materiels, wit aluminum frame and aluminum screen. Doors to be glazed with tempered glass, one face, 1,5 mm thick. A. Masonry Units, Standard medium weight concrete block, grade 'N' unite, 4. Workmanship. 3. Caulking Bees or other Tapes InorgaAppronic f non-drying optional elastic polymer type J W ASTM 0-90 (Where occurs), 5. FInIeM White Durenotl 10, with asbestos or other Inorganic filters for optlonel use In place jJJ L y A. All Joints shell be tight and true and securely fastened. Corners shall be of felt tape. r Z B. Reinforcing Steel; (see structural notes), metered,butted,or coped.nails set,and surfaces free of tool marks. 6. Caulking and weather sealings Speclfled In Section 8F. 4. Extruded a Neoprene: ASTM 0750 O Y Q O. Water; Clean,fresh,suitable for domestic purposes. B. Use concealed fastenings where possible. 7. Glass specified In Section SC, Doors and windows weather stripped with all Joints end S. Fillers and backlog anal) be free from all a other staining elements W J penetrations caulked and sealed. and compatible with the sealant ueee. Oakum and other types of '^ Q D. Tie Wits, Tie Wire, ASTM A-82, 16 gauge, black annealed. C. Install all work level,plumb, and true. Scribe members accurately In place to absorptive materials shall not be used, Including materials V' fit adjoining surfaces. 8. Metal (24 GA.) Segmented doors at garage. Install per MFG. specs style and finish Impregnated with solvent or bituminous materials, Filler and backing E. Portlentl Cemenh ASTM C-150-62, Type II. Use Sulfate resistant Type V as selected by Centex Homes, material shall be of a compressible nature, .r"o,°°aer* cement when requlretl by Bolls Engineer. D. Plywood and particle board shell be hardwood edge banded on all exposed y atlgee. 9, Motel louver door Snell comply with AAMA speelTlCetlon. 1.08 APPLICATION F. 88ntl: ASTM C-144. 'rYY'dµgr.o.ok°" SECTION BD. INSULATION, pMr'wa a5ur° A. Joint Dimensions, No Joint shall be lase than 1/4 Inch wide, Depth of sealant ak a 3 T. o€€R..,.eguys,3�, G. Lime, Hytlratetl- ASTM C-207. Type 8. SECTION BC. GLASS AND GLAZING, (Refer to Building Security Code for additional shell not De greeter then the width nor leas then 1/4 Inch. for joints one Inch 'u,QELbiMncri`^aMLE T"e°r�o MINIMUMS, See plans for actual habitable envelopes. Information where applicable), All windows shall comply with California Building Code. wide or greeter,depth of sealant shell be at least 1/2 the width. eruw.."FF ae " o%°'o 2. Mortar and Grout, 11 Scope, Work shell Include all labor, materials, and equipment required to Install B. Joint PreDerfltlom A. Cement Mortar: One pert cement, 3 parts(maximum mortar sand, 1/4 part Insulation as Indicated and specified. 1, Scope, Furnish and Install all glazing and mirrors other than factory glazed doors and PROJECT MANAGER lime. All parts by volume, Conform to C.B.C. Table 21A(Type'a' Mortar, windows. Glazing shall be done during finish work. 1. Perform In, Including accordance cleaning an in with naming, urer'e application minimum compressive strength to be Fo-2000 pal). 2. Materials: Instructions, Including Cleaning end priming, S�, B, Grout: One part cement, 3 parts send,1/10 pert lime. Atltl water to produce A. Thermal Insulation: Floors,Living Spaces. Roofs. Callings, end Walla, gee 2• Glass and Glazing, Ae per Chapter 24 of the C,B,C.B C.E.C. Celculetlona. 2, Remove protective coating from aluminum components so that DESIGNER calculations preparetl byRICK MAURER T-24 ENERGY CALLS, INC. for gfazlnp and sealant adheres to base metal. S�' conslatency for pouring without separation. Also, add one Dint of 'Red Label Title 24 Energy Compliance Calculation prepared by, shading requirement, CONSOL ENERGY CONSULTING DA E Sucanum' per sack of cement. Mortar Type 'S' 2.000 PSI at 28 days. 7407 TAM O'SHANTER DR. #200 STOCKTON,CA 95210-3370 3. Materials: C. Joint Filler, Use Where joints are deeper than 1/2 Inch. Position accurately 5-21-04 (209) 473-5000 FAX (209) 474-0817 Inside joint to within 12mm of surface to establish and control the uniform JOB NO, 3. Reinforcing; Shall be accurately placed and held In place top and bottom. See A. Windows, single strength 'S'or better (tempered or wired glass where designed thickness of sealant. Where Joints are over 3/4 Inch wide,place 04-03 structural engineering. Cover for reinforcing shall conform to C.B.C. section 1907.7.1 1. Exterior wells: See title 24 calculations for minimum r-value required by governing bodyl, filler so that depth of joint to receive sealant does not exceed 1/4 Inch. SHEET 4. Workmanship, 2. Exterior Ceilings and Roole, See title 24 calculation for minimum mineral wool butte S. Doors and fixed glass where noted- tempered D. Sealant Placing, Apply material with 6utllclent pressure to completely fill the SHEET at attic areas. void .pace to assure complete wetting of contact area and to obtain uq = � A. Work shall De plumb, level, end true to line. C. Sheet Glass, 3/16, as per Chapter 24 of C.B.C. adhesion. During application keep tlp of nozzle at bottom of Joint, fort J1 3. Installations sealant to fill}ram bottom of lolnt to tope Finish joints smooth and fluIt R C- G N 1 S. All masonry work shall De laid In common bond, except as noted on D. Mirrors: Polished plate - Glace (6/16'1 adjacent surface, unless detailed otherwise. Modification of the sealant drawings. A. Thermal Insulation, aeditlon of liquids, solvents, or powders are not permitted. jt.�1j°� \•. E. Caulking Compound, Gun aDDlletl non-hardening. C. Joints: Rounded, except as noted, (1) Install butts between joints,securely and tightly fitted, at all telling areas exposed to roof _ or attic areas. Including any vertical wall areas separating living spaces from attics between F. Tub and shower enclosures- approved shatterproof. SHEET, OF coiling and roofs. Install save vent pans at all save vent blocking. CAD FILE:02-225M-GNI 0 0 'n o SECTION BE. PAINTING AND FINISHING: DIVISION 16 - ELECTRICAL T O DIVISION 9 - FINISHES SECTION 9A, GYPSUM WALLBOARD AND CEILING BOARD ' 1 Scope: Provide painting work as Indicated and specified, complete Including ELECTRICAL SECTION: aj 1. Scope: Furnish and Install all Gypsum Wallboard Work complete. preparation of surfaces other then those that are factory primed. r 1. Scope: Supply all labor, transportation,materiels, etc., for installation of complete � 2. Standards: 2. Materials: electrical system to operate according to the best practices of the trade and Including U) � but not limited to: Fixtures, appliances,wiring. switches, receptacles, television jacks, A. All work shall comply with Chapter 25 of the C.B,C. A. Submit list of materials and manufacturer for approval. service, grounds,temporary power, junction boxes, conduit,sub-panels,etc. All work, d N B. All work and materials shall comply with American Standard Assoclatlon'6 B. All materiels shall be delivered to the site in sealed original manufacturer's materials,etc., to comply with all requirements of all legally cona[Itutetl authorltl99 0 Specifications of Gypsum Wallboard Finishes.' containers. having jurisdiction Including ell County and State ordinances and 2001 C.E,C. 3. Materials: C. Exterior overcoat as manufactured by or approved equal. 2, Electrical Plans: Shall be aubmlttetl by the Electrical Contractor to the city of Lake Elsinore, V o County of RIVERSIDE for approval, A. Gypsum Wallboard: 1/2' COX thick at all ceiling(TYPJ, 1/2' thick at all walla. r TYP., Use 6d nails at 7'O.C.or so noted on shearwall schedule. S. Colors: To be selected by Architect. B. Gypsum Wallboard 5/8' thick, fire rated 'X' at 1 hour walls as detailed and 4. Preparation of Surfaces: 3. House Service: Size per requirements. O at other walls an ceilings where noted on drawings-use Bd cooler nails at R •y 7'O.C. or as noted on ahearwell schedule. A. Surfaces shall be clean and dry,and In suitable condition for finish specified. 4, All equipment Installed outdoors and exposed to weather shall be 'weather proof'. U '� C. Metal Corner Bead, Casing, and Trim,Galvanized. Remove all oll,grease,bond breaking agents, dust, mill scale and efflorescence. 5, Receptacles In kitchen and bathrooms shall be Installed above work top unless R otherwise noted on plane. (11 L-shaped trim at exposed edges as detailed, B. Cracks,holes, and knots shell be filled, sanded smooth, and sealed. Woad C aurfacea,except resewn wood, shall be sanded perfectly smooth. Sanding 6. Receptacles shell be installed vertically at 12' +/- above floor. 12) Corner Bead at external corners. 'A dust shall be completely removed. 00 C V, 7, Verify and locate all outlets prior to drywall otherwise noted locate all switches at 36' C. Hardware shall be masked or removed prior to painting. from finished floor. N ll CL (3) Bull nose (round corners) as selected by Centex Homes. U E D. Tape and Compound: As recommended by gypsum board manufacturer. D. Trim and other finish work shall be beckpalntetl prior to Installation. B. Provide UFERBround with bond to gas and water lines.2001 CEO 250-81 N W E. Nailing: Per code (see also structural drawings for spacial nailing requirements). 4. Workmanship 5. Workmanship: X 9. ICT Fixtures:All recessed lights at insulated ceilings shall be U.L. approved for direct G A, All joints In finished surfaces shall be taped end finished with Joint cement. A. Each coat shall be uniformly applied, wail brushed out and free of brush contact with insulation. Lb marks, runs, sage or skips. Reinforce all corners. = I B. Provide metal trim at all exposed edges and external corners. Metal trim shall B. Paint finishes shall be out sharply to line. Protect adjacent surfaces. 10. Provide Ground-Fault Circuit are Ito serve for outlets in bathroom, � be galvanized. In kitchen wherefront receptacles ere Instelletl to serve counter top surfaces. C. Trim shall be tight to wallboard edges, plumb, level, and true to plan, securely C. Mix and apply paint and stains in accordance with the manufacturer's In garage and front and rear of outside of boiling. 2001 CEO 210-8 A' i attached. Ina tructlone, 11. In addition to the number of branch circuits required by other parts Of this section. V D. Conceal axposad nail or screw heads with joint compound. at least one 20-ampere branch circuits shell be provided to supply the bathroom E. Nails shall be annular ring(GSD-54)conforming to ASTM C-380-5BT. The 6. Exterior Painting and Staining. receptacle Outlets,such circuits shall have no other outlets. 2001 CEC 210-11(C) (3) I contractor may not use wallboard screw In lieu of nails without structural A. Exterior wood, exposed beams, all trim,etc.: one coat overcoat over one 125-volt,Single-phase. 15- antl 20-ampere receptacle engineers review and written approval. 12. All branch tilled I that soppy F. Protect all exposed wood beams, poste,etc. coat primer. outlets installed In dwelling unit bedrooms shall De Orotecte0 by an are-fault Circuit Interrupter. 2001 CEO 210-121b) 5, Finishes: B. Exposed metal,Including vent pipes, exhaust vents,heating and air conditioning units, grilles, etc., two coats over primer, Color as selected by 13. Outlets a maximum of 6 ft.from opening and 12 ft. apart. The minimum well apace A. Walls: Knock Down Texture Architect. is 2 it, and the maximum Kitchen counter [op space Is 12 Inches without an outlet. B. Ceilings:Knock Down Texture 7, Interior Painting and Finiehing: 2001 CEO 210-52a A. Calliope and well. 14. Outlet boxes or fittings Installed as required by Section 370-23 shall be pemltted GO SECTION 98. CERAMIC TILE to support fixtures weighing 50 If Or less. A fixture that weighs more than5O lb m (1) Kltchene, bathrooms: One coat enamel undercoating,one coat stipple shall be supported independent of the outlet box unless the outlet box le listed 1, Standards: American Standard Association Specification A-108. Tile Shower& semi gloss enamel. for the weight to vbe suppoted,2001 DEC 410-16. surfaces Shell be (2) lay ere of green board tile wet surfaces shall be cement plaster backed, (2) All other roams: One coat. 15. Electrical Equipment: 2. Materials: 8. Wardrobes, Closets (except shelving), Finish as specified for adjoining A. Chimes: As selected by Centex Homes. � room. i A. Tile: As selected by Centex Homes. B. Light Fixtures: As selected by Centex Homes. Z Y C, Doors, frames, wood base,shelf cleats: One coat enamel undercoat, one O B. Grout: Color as selected by Centex Homes. coat semi-gloss enamel. C. Exhaust Fans: As selected by Centex Homes. � f _ 3. Counter Tops: D. Wood hand railings: 2 coats of sealer-stein, D. Appliances: As selectetl by Centex Homes. LU LU Q A. Kitchen: Ceramic tile as selected by Centex Homes E. Paint grade cabinets (exterior and interior): One coat sealer and one coat E. Luminous Ceilings: As selected by Centex Homes. X semi-gloss enamel. B. Bath: Cultural Marble as selected by Centex Homes. w g F. Metal Surfaces: Paint same as adjacent surfaces. F. Smoke detectors: act selectetl by Centex Homes to conform to C.B.C.Section ~ c 310.9 Smoke detectors shell be hard wired. 4 o C. Showers: Fiberglass shower pen with ceramic file well as selected by G. General lighting for kitchens and bathrooms: 40 lumen/watt per 1992 Title f Centex Homes. SECTION 10A, BUILDERS SPECIALTIES: 24 requirements. Y 1. Scope: Furnish antl Install complete in working order the Items Indicated on the 16. Kitchen Appliances: SECTION 9C. RESILIENT FLOORING: drawings end as epecifletl herein, 2. Bethroom and Tollet Accessories: As selected by Centex Homes. A. Range/Oven: As selected by Centex Homes. Appliance to have Intermittent 1. Scope: Furnish and Install all resilient flooring material complete as scheduled. 3. Kitchen Built-Ins: As selected by Centex Homes. B. Dishsht Ilcn device. washer. As selected by Centex Homes. Z C 2, Materials: 4, Finish Hardware: As selected by Centex Homes. ` 1 - 5• House Numbers: As selected by Centex Homes and approved by governing bodies. C, Garbage Disposer: As selected by Centex Homes, O 1 A. Sheet Vinyl: As selected by Centex Homes. O 8, Fireplaces: As Indicated on plans. Provide tight fitting closeable metal or pleas B. Adhesives: As recommended by the manufacturer of the floor covering. doors, out do air intake with damper. Continuous burning gas pilot prohlbltsd. =2,.'l-ampelectricalmp electrical circuit shall be provltletl In the laundry area per CEC 210-11(cl(21.7. Floor Finishes: it shell nave no other outlets.3, Installation: A. Resilient Flooring Areas: Shoat vinyl applied in Strict accortlance with manufacturer's chen, two Or more 20-ampere smell-appliance branch circuit shell be provltledA. Subiloors shall De clean, free of duet and perfectly tlry. printed directions. 210-11(c)(1) a 210-52(a), l11B. Surfaces shell be primetl as recommended Dy manufacturer. DIVISION 15 - MECHANICAL ryers and electric ranges shall have 4-wire grountled electrical outlet per-138. v O a C. Materiels shall be applied In accordance with the manufacturer's Instructions. SECTION 15A. PLUMBING: Z U. � 1, Scope: Supply all labor, transportation, materials, etc.for Installation of complete Plumbing system to operate according to the best practices of the trade and including a V J SECTION 9D, STUCCO: but not limited to: Fixtures,hot and cold water piping, soil and vent piping, hot water 1. Exterior Coating:3-Coat stucco System 'rt heaters, pipe Insulation, permits,fees, meters, vaults, eta All materials, work, etc., to Q v comply with all requirements of the 2001 C.M.C. and all legally constituted public Z A. Materials and methods shall be as per manufacturer's authorites having jurisdiction including all County and State ordinances. recommendations, 2. Plumbing Plans: Shall be submitted by the Plumbing Contractor to the city of Lake Elsinore B. Lathing paper shall be an approved waterproof building county of Rlversltla. paper subject to city approval. 3, Hangers and Straps, All horizontal ABS piping shall be hung with approved hangers VJ C. Wire shell be zinc-coated steel not less than 20 gauge, the at 4' - 0' on center minimum and spaced to permit expansion and contraction without wire end backing were Shall be fur nalletl complete throughout. hitting adjoining pipe. Vertical piping shall be supported at 8' -0' on center with O O wrought steel'U' straps securely fastened to building frame, �f� D. Three coat to be a minimum of 7/8' thick. 4, Clean-out Hubs: Shall be Installed flush with face of wall or cabinet In accordance L.L Q N LD E. Reinforcement shall be applied straight without buckles and with 2001 CPC. W with joints staggered. 51 Drains, Provide and Install area drains. as required by civil engineers and or [ V F. Finish color coat shall be approximately 1/8' thick and shall landscape architect, `/ be applied and damp cured Strictly in accordance with the 6• Plumbing Fixtures: As selected by Context Homes, W O W manufacturer's directions antl city and local governing T cc bodies. 7. Water Heater: Provide DEC Certification. Size Der Title 24 calculations. Q 2 G. Contractor shall scrub foundation from stucco screed to 6' B, Appliances, As selected by Centex Homes. ? X caC below finish grades. � '` G H, Not w finish 9. See civil engineer for back water valve requirements N W 10. Water outlets with hose attachments and hose bibs must have approved W o I. All stucco surfaces shall be straight plumb and true without non removable type backflow prevention devices Installed. CPC Section waves or match lines. 603.3.7, W Z J. Provide expansion joints as per C.B.C. and manufacturer's 11. No domestic dishwasher shall be connected to a drainage system or food O Y W J requirements. waste disposer without in usa of an approved dishwasher eirgap fitting. U) 2001 CPC. �/J V K. Two layers of 60 min. building paper and fur nailing throughout. 12. Kitchen and bathroom faucets with a mexixmum flow rate of 2.2 gallons per minute per CPC 402,8. SECTION 150. HEATING/AIR CONDITIONING, 1. Scope Supply all labor,transportation,materials, etc. for Installation of complete fn$�P�iveo.-TTI ear�av�rea a"�TAr� plumbing system to operate according to the best practices of the trade and Including but not limited to: Fixtures, hot and cold water piping, soil and vent piping,hat water heaters, pipe Insulation, permits,fees,meters, vaults, etc. All materials, work,etc., to comply with all requirements of the 2001 C.P.C. and all legally constituted public PROJECT MANAGER authorites having jurisdiction Including all County and State ordinances. 2. Heating Systems to ba gas, See Title 24 Report for SEER requirements, DESIGNER 3, Cc ling system, Provide duct Insulation per California Mechanical Code, Chapter 6, SD• Provitle damper controls on exhaust fans. DATE 4. Heating Plans and Calculations: Shall be submitted by the HVAC Contractor to the 5-21-04 city of Lake Elsinore, County of RIVERSIDE for approval. JOB 51 Exhaust fans In bath and/or laundry rooms must connect directly to the 04-03 outside and must provide 5 air changes per hour, They must also be SHEET provided with back draft dampers. 2001 CMC 6. Equipment Installation, All equipment installation as per manufacturer's specifications. p. R 7. Venting systems shall terminals not less than four feet below or four feet horizontally 1�'I yll°1 1 s C- G N 2 from,and leas than one foot above a door, an openable window or a gravity air Inlet Into a building. 2001 CMC 806.E B. Air cooling toll, located In the ettic shall have a second watertight pan Installed beneath them Der CMC 1106.10 8 1106,12, SHEET: OF: CAD FILE:02-22SM-GN2 CONDITIONS OF APPROVAL FOR O RESIDENTIAL PROJECT NO.2004-07-CENTEX HOMES/FOX&JACOBS HOMES L0 O "ROSETTA CANYON"a(�RAMSGATE,PHASE I'APNs ATTACHED -- *- 14.Retaining walls visible to the public shall match the interior split face block walls in 28.Under the provisions of SB 50, the applicant shall pay school fees to the Lake 52.The applicant shall install two (2) permanent bench marks to Riverside County O color,texture and style. Elsinore Unified School District prior to issuance of building permits. Standards and at a location to be determined by City Engineer. 'IT PLANNING DIVISION Cl) O 15.Walls or fences located In any front yard shall not exceed thirty-six inches(36")in 29.AII me chanical and electrical equipment on the building shall be ground mounted. 53.Applicant shall obtain all necessary off-site easements for off-site grading from the (Note:Fees listed in the Conditions of Approval are the best estimates available at the time of approval. height with the exception that wrought-iron fences may be five feet(F)in height. All outdoor ground or wall mounted utility equipment shall be consolidated in a adjacent property owners prior to final map approval,unless previously submitted. N The exact fee amounts will be reviewed at the time of building permit issuance and maybe revised.) Chain link fences shall be prohibited. central location and architecturally screened along with substantial landscaping, V O subject to the approval of the Community Development Director,prior to issuance of 54. Arrangements for relocation of utility company facilities(power poles,vaults,etc.) = 04 O 1. Administrative Design Review approval for Residential Project No. R 2004-07 will 16.Construction drawings shall indicate the replacement of wood or block wall with building permits.If the equipment is placed behind the fencing,landscaping will not out of the roadway or alley shall be the responsibility of the property owner or his V T O lapse and be void unless a building permit is issued within one(1)year of the tubular steel view fencing on slopes. be required. Air conditioning and related equipment located in side yards shall agent. O 0 c approval date. The Community Development Director may grant an extension of -- - maintain a minimum of 3 feet of unobstructed, leveled clearance between the 3 0 time for up to one(1)year prior to the expiration of the initial Administrative Design equipment and the adjacent property line. 55. Provide street lighting, and show lighting improvements as 0 Review.An application for a time extension and required fee shall be submitted a a. Where residential lots have view fencing at the rear lot line and the depth of the 9 9, g 9 p part of street tD •N improvement plans as required by the City Engineer. ( P ex 'p minimum of one 1 month prior to the expiration date. rear yard is greater than 30 feet,the last ten feet of wood fencing shall be f) j P L _ replaced with tubular steel view fencing. Prior to Final Approval � Prior to Issuance of Grading/Building Permits 30.The a licant shall meet all Conditions of A 56, Developer shall annex to the City's Street Lighting and Landscaping Maintenance 3 N O 17.Full architectural treatments as depicted on exhibits or conditioned by these applicant Approval prior to the issuance of a District,unless already annexed. 2. Prior to issuance of an precise radio permits or building permits,the applicant conditions of approval, shall be required for both the first and second story Certificate of Occupancy and release of utilities. 0 �A YP grading 9P pp O i v� shall sign and complete an"Acknowledgment of Conditions,"and shall return the elevations on all four sides of each residence. The applicant may submit to the 57. Developer shall install blue reflective pavement markers in the street at all fire 0 Q executed original to the Community Development Department for inclusion in the Community Development Director or his designee, for review and approval, 31.Applicant shall provide a copy of the recorded CC&Rs for this development. hydrant locations. N U E case recoils. evidence that a particular elevation is hidden from public view, and in those 32.Prioq final.approvall,al wood fencing shall be painted or treated with a high-grade. 58.Applicant shall submit a traffic control plan showing all traffic control devices for the N C W instances, to be determined by the Community Development Director or his -r t- c 3. Construction schedule shall follow the PhasingPlana roved b the Community designee on a case-by-case basis,this condition may be waived.Elevations visible solid body,penetrating stain approved b the CommunityDevelo ment Director or tract to be approved prior to final map approval.All traffic control devices shall be X PP y Y 9 PP y P installed prior to final Inspection re public Improvements.This includes No Parking ^ O C Development Director or his designee with any revisions noted herein.Any other as a result of elevation changes between homes will not be considered for waiver of his designee. tp revisions to the approved Phasing Plan shall be subject to review and approval by this condition. and Street Sweeping Signs for streets within the tract. the Community Development Director or his designee. 33.AII front yards and the side yards on corner lots shall be properly landscaped and - 18.The applicant shall consult with the Building and Safety Manager and Riverside irrigated with an automatic underground irrigation system to provide 100%plant and 59.All utilities except electrical over 12 kv shall be placed underground,as approved by a. Upon issuance of Certificates of Occupancy in Phase 1,construction vehicles County Fire Department in order to meet primary and secondary access grass coverage using a combination of drip and conventional irrigation methods. the serving utility. A, shall use Anabel and Starina Streets to access Phase 2. requirements during all phases of construction once combustibles are brought to the building t ri ropa o n 80.Apply and obtain a grading permit with appropriate security prior bu V� site. a. Planting within fifteen feet(16)of ingress/egress points shall be no higher than g permit b. The sequence of Phases 5 and 6 shall be in reverse order. A revised and thirty-six-inches(36"). issuance.A grading plan signed and stamped by a Calif.Registered Civil Engineer readable Phasing Plan shall be submitted to the Community Development 19.All signage shall be reviewed and approved by the Community Development shall be required if the grading exceeds 50 cubic yards or the existing flow pattern Director prior to issuance of building permits. Director or his designee. b. The landscape plan shall provide for ground cover,shrubs,and trees and meet is substantially modified as determined by the City Engineer.If the grading is less all requirements of the City's adopted Landscape Guidelines.Special attention to than 50 cubic yards and a grading plan is not required,a grading permit shall still be c. Upon issuance of Certificates of Occupancy in Phase 4,construction vehicles a. Applicant shall install major and minor entry monumentation and landscaping the use of Xeriscape or drought resistant plantings with combination drip obtained so that a cursory drainage and flow pattern inspection can be conducted ` shall use Bronze Star to access Phases 5 and 6,in order to avoid construction prior to opening the model complex to the public or shall bond for these irrigation system to be used to prevent excessive watering. before grading begins. traffic passing through occupied residences. improvements up to one year. c. All landscaping and irrigation shall be installed within an affected portion of any 61. Provide soils,geology and seismic report including street design recommendations. m 4. All site improvements shall be constructed as indicated on the approved plotting plan b. Monumentation shall include pilaster capping as depicted in the Ramsgate phase at the time a Certificate of Occupancy is requested for any building. Provide final soils report showing compliance with recommendations. or as revised by these Conditions of Approval.Any other revisions to the approved Specific Plan Design Guidelines on Page 2-5,varied depth as shown on Page 2- site plan shall be subject to approval of the Community Development Director or his 6,and a band along the top of the walls as shown in these same exhibits. d. Final landscape plan must be consistent with approved site plan. 62.An Alquist-Priolo study shall be performed on the site to identify any hidden designee. Sunbla earthquake faults and/or liquefaction zones present on-site, unless a study is 11 zI..and Trellis Lane f r om c. "Bookend" treatment shall be provided in the Minor Entry Monumentation, e. All exposed slopes in excess of three feet in height within the subject tract and already on file. a. Construction of e, Sunblaze to State Highway 74 matching up both ends with pilasters,as shown in the Design Guidelines on within private lots shall have a permanent irrigation system and erosion control cA shall be completed prior to the first Certificate of Occupancy in order to provide y Architect and Planning Page 2-8.Pilaster capping,varied depths and banding shall also be incorporated vegetation installed, as approved by the Landscape Archi 63.All grading shall be done under the supervision o isif a geotechnical engineer and he 0 Y secondary access in accordance with the Conditions of Approval of underlying Tentative Tract Map No.25479. as shown on Page 2-9. Division,prior to issuance of Certificate of Occupancy. shall certify all slopes steeper than 2 to 1 for stability and proper erosion control.All < manufactured slopes greater than 30 ft.in height shall be contoured. Lu or entry The major ry monumentation for the commercial property at the southwest b. A traffic signal shall be installed and be operational at State Highway 74 and d. cc m corner of Rosetta Canyon Drive and State Highway 74,across the street from the ENGINEERING DIVISION 64. Prior to commencement of grading operations,applicant shall provide to the City a ccRosetta Canyon Drive at the 50 Certificate of Occupancy. models,shall be redesigned with the first Design Review application for the site. map of all proposed haul routes to be used for movement of export material. Such F The design of the monumentation shall incorporate and match up to the style and 34. Pay all development fees, including area drainage, TIF and TUMF, unless routes shall be subject to the review and approval of the City Engineer. < c. A traffic signal shall be installed and be operational at State Highway 74 and architaotuce.of the cASr1[A.e..rgja(_kujldi,095.._4hall be consistent with the Ramsgate otherwise described in the Development Agreement and Memorandum of 1 Trellis Lane at the 1101h Certificate of Occupancy. e Speck Understanding Plan and its Design Guidelines,and shall consider the inclusion of water g pertinent to this project. 65.Applicant to provide to the City a photographic baseline record of the condition of all cod. The construction of the ADA pedestrian and bike pathway, landscaping, and features or other unique amenity. proposed public City haul roads. In the event of damage to such roads,applicant pedestrian traffic signal to cross Rosetta Canyon Drive(in Lot "C") shall be 35. Provide drainage plan including hydrology and hydraulic information, unless shall pay full cost of restoring public roads to the baseline condition. A bond may completed at the 100"Certificate of Occupancy. e. Interim landscaping shall be provided at the southwest comer of Rosetta Canyon previously submitted. be required to ensure payment of damages to the public right-of-way,subject to the Drive and State Highway 74,with landscape plans approved by the Community approval of the City Engineer. Z UJ 5. All site improvements shall be constructed as indicated on the approved building Development Director prior to installation, and maintenance provided by a 36. Provide clean water mitigation for construction activities as well as post elevations.Materials and colors depicted on the approved materials boards shall be Homeowners'Association or Property Owners'Association. construction operations. 66. On-site drainage facilities located outside of road right-of-way should a contained O within drainage easements shown on the final map. A note should be added to the co 0 used unless modified by the applicant and approved by the Community 37. Comply with all underlying conditions of approval for Tr 25479 final map stating: "Drainage easements shall be kept free of buildings and ti = Development Director or designee. 20.A11 adjacent Open Space areas shall be completely landscaped, and restored if 9 graded,prior to issuance of a Certificate of Occupancy for the adjacent phase. obstructions'. It a. All units sited on flag lots shall be fully sprinklered in accordance with mitigation 38. Dedicate and improve all local streets to the Ramsgate Specific Plan Standards. Z to } 67.All natural drainage traversing site shall be conveyed through the site,or shall be (� J approved by the Riverside County Fire Department for construction on flag lots. 21.Applicant shall comply with all requirements of the City's Grading Ordinance. Construction generated dust and erosion shall be mitigated in accordance with the 39. No construction vehicles shall be allowed to park on Blue Moon Street once the collected and conveyed by a method approved by the City Engineer. b. Units are limited to 35 feet in height,in accordance with the Ramsgate Specific provisions of Municipal Code,Chapter 15.72 and using accepted control techniques. Model homes have been opened to the public, in order to avoid conflicts with O Q Plan standards. Interim erosion control measures shall be provided thirty(30)days after the site's customer traffic. 68. Meet all requirements of LEMC 15.64 regarding flood hazard regulations. Z U_ rough grading,as approved by the City Engineer. 6. Applicant is to meet all applicable Ramsgate Specific Plan Third Revision and 40. All right of way improvements adjacent to the model homes shall be completed 89. Meet all requirements of LEMC 15.68 regarding floodplain management. Q V J Y Design Guidelines requirements and standards,or where they are silent,City Codes 22.Applicant shall submit, for review and approval by the Community Development prior to the opening of the model homes to the public. LL and Ordinances. Director or his designee,a detailed Plotting Plan prior to the issuance of building P 70. The applicant to provide FEMA elevation certificates prior to certificate of 1'� Q Z permits for each phase,which indicates the style and color scheme to be used on 41. Provide permission to grade and permission to construct improvements from the occupancies L Z co 7. All lots shall meet the minimum setback requirements of the Ramsgate Specific each lot.Styles shall be evenly distributed throughout the site. The identical product adjacent property owner at the extension of Staring Street, unless previously 71. Unless reports are already on file, submit Hydrology and Hydraulic Reports for W ~ Plan. or color scheme shall not be constructed directly across or adjacent to one another. submitted, review and approval by City Engineer and the Riverside County Flood Control CIO a. On lots that exceed the rear yard setback requirement by more than 50 feet, 23.These Conditions of Approval shall be reproduced upon Page One of the Building 42. All Public Works requirements shall be complied with as a condition of development District prior to approval of final map. Developer shall mitigate any flooding and/or Z houses should be staggered to provide a varied streetscape. Plans prior to their acceptance by the Building and Safety Division. as specified in the Lake Elsinore Municipal Code (LEMC) prior to issuance of erosion caused by development of site and diversion of drainage. O O 8. Construction shall comply with all applicable mitigation measures of the Ramsgate 24.Applicant shall provide a flat concrete pad or area a minimum of 3'-0"by 7'-0" building permit. 72. Storm drain inlet facilities shall be appropriately stenciled to prevent illegally I..MM L. CO V Specific Plan and Addendum No.2. adjacent to each dwelling.The storage pad or area shall conceal trash barrels from 43, Underground water rights if owned by the applicant shall be dedicated to the City dumping in the drain system,the wording and stencil shall be approved by the City Q W > public view. pursuant to the provisions of Section 16.52.030(LEMC),and consistent with the Engineer. A a. Applicant shall comply with noise attenuation requirements for homes adjacent to City's agreement with the Elsinore Valley Municipal Water District. V 2 State Highway 74 and Rosetta Canyon Drive. 25.The building addresses shall be a minimum of four inches(4")high and shall be 73. Roof and yard drains shall not be allowed to connect directly through cuts in the W O W easily visible from the public right-of-way.Developer shall obtain street addresses 44. Pay all Capital Improvement and Plan Check fees(LEMC 16.34,Resolution 85-26). street curb.Roof drains should drain to a landscaped area when ever feasible. � b. Applicant shall provide a Mitigation Monitoring Program Report on a quarterly for all project lots prior to issuance of building permits.The addresses(in numerals 0 basis during construction. at least four inches(4"high)shall be displayed near the entrance and be visible from 45. Submit a"Will Serve" letter to the City Engineering Division from the applicable 74.Ten(10)year storm runoff should be contained within the curb and the 100 year Z Z the front of the unit.Care shall be taken to select colors and materials that contrast water agency stating that water and sewer arrangements have been made for this storm runoff should be contained within the street right-of-way. When either of FO X W 9. A cash bond of$1,000.00 shall be required for any construction trailers placed on with building walls or trim. project. Submit this letter prior to issuance of building permit. these criteria is exceeded,drainage facilities should be installed. Q J W the site and used during construction. Bonds will be released after removal of W e trailers and restoration of the site to an acceptable state,subject to the approval of 26.Prior to Building Permits the Construction Supervisor shall meet with Planning 46. Construct all public works improvements per approved street plans(LEMC 12.04). 75.Applicant will be required to install BMP's using the best available technology to J Z the Community Development Director or designee. Division staff to review the Conditions of Approval. Plans must be approved and signed b the City Engineer prior to final ma approval mitigate any urban pollutants from entering the watershed. W Z pp 9 Y Y 9 P P PP Q O Y (LEMC 16.34). W J 10.The project shall connect to sewer and meet all requirements of the Elsinore Valley 27.Landscaping Plans and Irrigation Details for each plan shall be required.Typical 76. Unless previously submitted,the applicant shall provide the city with proof of his � Q Municipal Water District(EVMWD). Applicant shall submit water and sewer plans to having filed a Notice of Intent with the Regional Water Quality Control Board for the J U? the EVMWD or other providing agency and shall incorporate all district conditions Front Yard Plans and a Cost Estimate shall be submitted for review and approval by 47. Street Improvement plans and specifications shall be prepared by a Calif. Registered Civil Engineer. Improvements shall be designed and constructed to National Pollutant Discharge Elimination System (NPDES)program with a storm and standards,includingpayment of applicable water and sewer connection fees. the Designee Landscape Architect Consultant and the Community Development Director 9 9 9 water pollution prevention Ian prior to issuance of radio p10°A"°T1NQdNC' P Y pP Riverside Count Road Department Standards, latest edition, and City Codes P P P P grading permits.The applicant In Designee prior to issuance of building permits.A Landscape Plan Check Fee and Y P Y shall provide a SWPPP for post construction which describes BMP's that will be 11.Garages shall be constructed to provide a minimum of nine-feet-six-Inches b Inspection Fee shall be paid for the entire project at the time of submittal. (LEMC 12.04 and 18.34). g p y implemented for the development including maintenance responsibilities. A. 48.Applicant shall enter into an agreement with the City for the construction of public " "`e° nineteen-feet-six-inches(9'-6"x 19'-6")of interior clear space for two cars for a total :o" r"Ao'..Ef,Pk�oa bCd interior clears ace of nineteen-feet-six inches b nineteen-feet-six-inches 19,4,X a. Street tree species shall be the same throughout the Ramsgate Specific Plan 77. Unless previously submitted,the applicant shall obtain a °T°0 P y ( along State Highway 74 and Rosetta Canyones Drive.Applicant shall coordinate works improvements and shall post the appropriate bonds prior to issuance of Regional Water Quality Control Board for their storm water pollution prevention plan 19'-6")• 9 y PP Building Permit. street tree selection with other builders on these streets. g including approval of erosion control for the grading plan prior to issuance of PR J MANAGER a. In accordance with the requirements of the Ramsgate Specific Plan,garage door 48. Interior streets shall be designed with 9%as the desired rode and intersecting grading permits.The applicant shall provide a SWPPP for post construction which 5D, openers shall be installed. b. Landscaping shall be shown on both sides of any drainage easements not within g g streets shall meet all a maximum grade of 6% describes BMP's that will applicant implemented for the development and including N a residential lot. maintenance responsibilities. SD. 12.All theme walls are required to be coated with anti-graffiti paint. .50 Pay all fees and meet requirements of encroachment permit issued by the DATE c. Particular attention shall be given to the screening of drainage facilities from Engineering Division for construction of public works improvements(LEMC 12.08 78. Education guidelines and Best Management Practices(BMP)shall be provided to 5-21-04 13,Construction drawings shall indicate that wall returns and walls fronting the street public view or adjacent residences. residents of the development in the use of herbicides,pesticides,fertilizers as well 9 9 and Resolution 83-78). P between residential units shall be constructed of concrete block,and match up to as other environmental awareness education materials on good housekeepin. L. 04-03 project block walls or residential buildings in color,texture and style,in accordance d. Where block walls line a street, sufficient landscape area shall be provided practices that contribute to protection of stormwater quality and met the oals of SHEET 9 Y 51. All compaction reports,grade certifications,monument certifications(with tie notes P P q Y 9 with the Ramsgate Specific Plan and Design Guidelines requirements. between the wall and the sidewalk for trees,shrubs and groundcover. delineated on 8 I/P x 11" Mylar)shall be submitted to the Engineering Division BMP in Supplement "A" in the Riverside County NPDES Drainage Area a. Wooden gate Detail F shall be redesigned to show block wall and pilaster on e. Downslopes adjacent to streets shall be planted and irrigated by the developer, before final inspection of public works improvements will be scheduled and Management Plan. 1L�711a both sides of gate, and maintained by the homeowners'association. approved. 79. Unless previously completed,the applicant shall provide first flush BMP's using the RC- G N 3 best available technology that will reduce storm water pollutants from parking areas and driveway aisles. SHEET: OF: 00 FILE 02-22SM-01112 A -1htil. u "... O O 80. Intersection site distance shall meet the design criteria of the CALTRANS Design 0 Manual (particular attention should be taken for intersections on the inside of 0 curves).If site distance can be obstructed,a special limited use easement must be r recorded to limit the slope,type of landscaping and wall placement. N O 81.All waste material,debris,vegetation and other rubbish generated during cleaning, G> N demolition,clear and grubbing or other phases of the construction must be V O disposed of at appropriate recycling centers. The applicant should contract with N Q> CR&R,Inc.,for recycling and storage container services,but the applicant may use 1.. O the services of another recycling vendor. Another recycling vendor,other than CR&R,Inc.,cannot charge the applicant for bin rental or solid waste disposal. If the 3 applicant is not using CR&R,Inc.,for recycling services and the recycling material Cd 'y is either sold or donated to another vendor,the applicant shall supply proof of 'p (� •� debris disposal at a recycling center,including verification of tonnage by certified weigh master tickets, cc j O 7 C 82. In accordance with the City's Franchise Agreement for waste disposal and O O IA A- recycling,the applicant shall be required to contract with CR&R,Inc.,for removal VA'� p. L- and disposal of all waste material,debris,vegetation and other rubbish generated co V d E during cleaning,demolition,clear and grubbing or all other phases of construction. NV E X W BUILDING DIVISION 0 C 83. Provide ADA sign at entrance to parking lot for sales trailer. r C 84, Provide ADA sign as"Van Accessible"at the front of ADA parking stall. w 85. Provide curb stop at front of ADA parking stall. V� 86. Loading zone for ADA stall shall be located on the passenger side of the vehicle when vehicle is facing forward. 87. Loading zone shall be a minimum 8-feet wide. 88. "No Parking"shall be painted in 12-inch high letters at the loading zone. r 89. Provide 24-inch at strike side of door at landing. 90. Levered hardware shall be used throughout the sales trailer. DEPARTMENT OF ADMINISTRATIVE SERVICES co 91. x Prior to issuance of the first building permit,the applicant shall annex into O r i Community Services Facilities District No.2003-1 to offset the annual negative _ fiscal Impacts of the project on public safety operations and maintenance issues in the City,unless already annexed, 92. w a Prior to Issuance of the first building permit,unless already annexed,the applicant o shall annex into Lighting and Landscape Maintenance District No.1 to offset the annual negative fiscal Impacts of the project on public right-of-way landscaped g areas to be maintained by the City and for street lights in the pubic right-of-way for m which the City will pay for electrirlty and a maintenance fee to Southern California Edison. Z LU O 7- '- 00 O ti = Z n J Q N U Z LL LQ ~ LU r cr Z W E— W O _o cr Q U W > ¢ Ow Q o = a z Q - ww W p J w ZZ O Y W < UZ gSe"oo o'.Pliffl.I:°eoMMq"mow PR JEOT MANAGER SD. DESIGNER SD. DATE 5-21-04 JOB NO 04-03 SHEET RC GN4 SHEET: OF, CAD FILE:04-0 -0N4 MANDATORY MEASURES CHECKLIST: �RESIDENTIAL .pprewh»•d MF-IR N He.Ideml dip.uka b tn.Stn,n»t ,,tnamea.s mehetl wh• m1:.sDmademPian 3 Plan 2 Plan 1 eMnpart camplianc roduhemems 11.laa pn tM CewActle H eamppane•.VJM1en thi.cM1ecMlat b Invarppntea imothe Remit awumenl•,m.htluns not•a•MA be c„sMw•tl by ell games» pmDanem p.apm*w.s inctliona brlM m„tlHery m»some w, .u.y anehevm al.ewnen In the a„urmms kllet o1N, In•nuetw»M1 Geek er InIMI awli=able bow.vfi„<omplHaa a„bi WA Ilnot applicable. DEeCWPTmN DESIGNER ENFd MENT CERTIFICATE OF COMPLIANCE: RESIDENTIAL Pa e 1 CF-iR CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 OF-1R CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R '"Ilaln Anv.l• M..wnH g 1 a'.Minimum R-19 pNln InaulHl„. X _____________________________________________________x_xx_______=__aaaaaxax____ 15 b'.Levee AA lneulHlen m•nuaaunr'a laMlea R-Value. X _ ________ LaaaV�l Project Title.......... SOLANA @ ROSETTA CANYON Date..06/25/04 09:46:58 Project Title.......... SOLANA @ ROSETTA CANYON Date..06/25/04 09:46:64 Project Title.......... SOLANA @ ROSETTA CANYON Date..06126/04 09:46:61 •s,6gm'.Mimmem R-,a wal»a.npn In mw wan•wwN*Lm .<n,in mMel Mm.w.n. B Pro sot Address,....,,. PLAN 3 a«s«a«« ___..__ _____ «„**," ] ******* ad»na nHa.nw m•aa w.n. x J _._ ...___ Project Address........ PLAN 2 ••••--------•._____._ Project Atltlress........ PLAN 1 ---------•------••••- ,s aMmim�m a-s„..a nee,In•mHl„mMmee ppn. z LAKE ELSINORE - CZ 10 "v8.01* I I LAKE ELSINORE - CZ 10 "v6.01" ( I s+Wk 91.6 sap.b.paA„-w.n,a •rptl„Me np aroH.,m„o.ax.wtlw.pwtl„. LAKE ELSINORE CZ 10 *v6.01" I. a,rotlw a.n z.9 mmwa x Documentation Author... JIM WHEELER •****** I Building Permit# I Documentation Author... JIM WHEELER '••**'* I Building Permit # Documentation Author... JIM WHEELER *••**"* I Building Permit # ( +,e:ln.°lah=n..pm.awbN,ll.a m»ta ln.atllen ea •,„a.Ia..nww.b pe.na wm. x Consul I ConSol I ConSol I 1 n+�,r:F.eaMlwPma.etFF >oppn.nalnA H.e+IMi„c„nb ,.Dwro.na wna•w,Me«.mp„aluen.a ens uneenani„weweds a»pn„,mm�rbHI.pN 7407 Tam O'Shanter Or Ste 200 I Plan Check / Date I 7407 Tam O'Shanter Or Ste 200 1 Plan Check / Date 7407 Tam O'Shanter Or Ste 200 I Plan Check / Date 1 2 FawHMicn pnroMcb(A;apt„Im b�at al„-nd wM cenmeatpIl1.",,st 9dal Stockton, CA 86210 1 I Stockton, CA 96210 G.I"°°°"°'•'(aNGc 1 I Stockton, CA 96210 I 1 ae.a rawro.nawMF nwaHn.nm all Im.„a •tMlen.»plkw.w•»IW. x 209-474.8446 1 Field Check/ Date I 209-474.8446 I Field Check/ Date I 209.474.8446 I Field Check/ Date I + :v. ,b.men m.natle bellmH. », .namewill 1 :a bl kmmati„bamar inN.11H to coml wan ,8,m.m c.mmi.d_u.I NeMHa.. WA Climate Zone........... 10 Climate Zone........... 10 •------•-•--•-------• Climate Zone........... 10 --------------------- usa.x banlml„aFlroP„., .npMiw G»AwMw»I Lap.. Compliance Method...... MICROPAS6 v8.01 for 2001 Standards by Enercomp, Inc. Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc, Compliance Method...... MICROPAS6 v8.01 for 2001 Standards by Enercomp, Inc. +.M»„y aM Gpl.ry-win enpl.=..nHa: aele...bbr •r Na..aeer 1 ____________x=====x_=__� b.op,.la.,b lmr.won a.mpH„a=wN MICROPAS6 v6.01 File-CHRC3 Wth-CTZ10S92 Program-FORM CF-lR 1 I MICROPAS6 v6.01 File-CHR02 Wth-CTZ10S92 Program-FORM CF-1R MICROPAS6 v6.01 File-CHRC1 Wth-CTZ10S92 Program-FORM CF-1R "Fwe MmpweMc 1 1 User#-MP0105 User-ConSol Run-CENTEX HOMES PLAN 9 2Np.-In...a by.1 .a INn ..Ilwna. x I I User#-MPO705 User-ConSol Run-CENTEX HOMES PLAN 2 I User#-MP0105 User-ConSol Run-CENTEX HOMES PLAN 1 1 s.»fnnawenl w.r.N..n wa mm a amn:.a�: ________________________________ 11 11: e• m wH„MHm,„ewefi.aa.ens MCHs caalMa a,e CvmmisN„. ___________________________________________ __.._______.____._-____._.-.._.______.._••____. 1 :H.e[in.h-r...I,,leads calculHed in accord„i,v.1,A6HRAE 8MACN4 or ACG x GENERAL INFORMATION GENERAL INFORMATION GENERAL INFORMATION 1 I:Btlb.ck Mew»M„Hla Ilcabb Mtlin.osier cool M. ______________ _ s16W1:Plw,ntl tank imulHlon Conditioned Floor Area..... 2578 sf 1.Stpnpep»vnt•rh.Hm ntW wM„.-ay Faaw MNh„e.6e math eN.mepy,*wp.d- Building Floor Area..... 2324 of Conditioned Floor Area..... 2180 of tlienn.ana.n baulbe n.,ma ro.Lbwea R-lzwpntl„. Type m.N yp ............. Single Family Detached Building Type.............. Single Family Detached Building Type.............. Single Family Detached 2.F1n16$tl olplp»olp»tl to wab,M1.HH nnk n„wcimuMMp q•Gm•,i»uIHM Vilwproelwl Construction Type ......... New Construction Type New a.e.pk„p„nk.e,.Nw.r•bm,„nna He'wa„k.,..h.-rids h.-tit...M»R-+2 Building Front Orientation. Cardinal - N,E 3 W YP """"' Construction Type ......... New Hn.mab.°mmnw R-+fiwmbima bbm.u.H.mH baulNl„. Building Front Orientation. Cardinal _ N,E,S,W Building Front Orientation. Cardinal - N,E,B,W ..All bl,a.a e,.<w..a pbba b.HH,a b n.-lidic elan.ahet Number of Dwelling Units... 1 Number of Dwelling Units... 1 Number of DwellingUnits... 1 acoabp.y.�.m pipbp below SYFbwltl•tl. Number of Stories.......... 2 e.wlp b.wHea bNw..n n.„n.wn..ne balroa na w.tw l.m= x Number of Stories Type.... 2 Number of Stories.......... 2 •a+6aml:Oua..M F.^• Floor Construction Type..,, Slab On Grade Floor Construction Type Slab On Grade +.ala°ct°end plenum.1-ii-,.eaba„ain•N,ba I.m h.rosN,.m.m atn,+9ae trot awn„. Glazin Percentage 15.5 of floor area YP Floor Construction Type.... Slab On Grade aa,sea,sw,.na6,.ne.mes;dud,b.utl.an.mlmmnm m.noea Lwl•r a-..2 p,aal».a wmnlym 9 9 Glazing Percentage......... 16 4 of floor area Glazing Percentage......... 11.9 of floor area <„anl„aaw....op„bo••M1.A M...lea wlh m»r,np.,«-.1I•lam ill­1 b..n.yat.m Average Glazing U-factor... 0.35 Btu/hr-af-F Average Glazing U-factor... 0.35 Btu/hr-sf-F Average Glazing U-factor... 0.35 Btu/hr-af-F mwm.Hahe wwl.aN•rwNnlmaa o+UL 151,UL te,A,wix 1.1R.xm..n=wrow 1.».ew. Average Glazing SHGC....... 0.32 g 9 ep.pba•anH.,eMnvcinch,we pembmHi„or,,,..u°„a NtM,m»hp,,.v•nalap.ea.RNlaba Average Glazing SHGC....... 0.93 Average Glazing SHGC....... 0.92 °..nle••n•Ilnmb...ww=pn..ylna w„m„.a.h.dam..w...�aawt.r•t.m.„a M.k Average Ceiling Height.. .. 9.4 ft Average Ceiling Height .. 9.3 ft "b°'°°I°apnn°I"h°"k�bb'r'ah°°n"°"N 9 9 9 Average Ceiling Height..... 8.5 ft dmelntllw w*hmaeup.na drow,nee. BUILDING SHELL INSULATION BUILDING SHELL INSULATION BUILDING SHELL INSULATION 2emlaba»wb•,wppert pbtMna k„Wn.nal.n.„a q.mtm.e.nn.awwn.wa.e wrtn m.,MH. _________________________ ah.,,bn odes•neN menl,aua Mae or pexbb aua Mal na M wed br comeybp cpMnbn,tl _________________________ p y___-____----____--------- Y •,amimnp pan•.ens appp°n pbab,m.m.r c°mob gut+..D. 1a 1ba In..Ali wpp°e Component Frame Cavity Sheathing Total Assembly Component Frame Cavity Sheathing Total Assembly Com onent Frame Cavit SheathingTotal Assembly atl$m..•n.II m,M<pmpn» i,,I--nn.Nb»bth.p ...ea„H.I»onMd.- Type Type R•value R-value R-value U-factor Location/Comments Type Type R•value R-value R•value U-factor Location Comments a aln..�a•<``vmdnl..vt•�t°w°m.n.°mpon«m.nr.wro..»La wnh man bwkmbnw YP YP ! Type Type A-value R-value R-value U-factor Location/Comments ..° ° geoid bw hawen _------ •----------- ------- -------- -------- ------- ------- ----------------------- _____._ ..EYF.°.1 an.yHem.n•a Owk anA w,avmHlc tl.mpm. ______ ________ _______ _____ ________________________ ___._.._____ _______ ..._____ ________ °wmIlHlnp,YHem••ewnp c„aklenea.p»•M1aa.ia»atlpmwo wnaaN a<c»•IEIe, Wall Wood R-13 R-n/a R-13 0.088 Front Wall wall Wood R-13 R-n/a R-13 0.088 Front Wall wall Wood R-13 R-n/a R-13 0.088 Front Wall, Left Wall 6m. rona a.mp.n. 2x6 Front Wall 2x6 Front Wall Back Wall Right Wall aprp,.pn�,arbwmlen.b.Ntll„.nHlMpMwba 1pm a.m�.,�na°elnp mH m.+e.wllaM, Left Wall t wemm.n,m Mmw „a was 1,.na amw I. a Ilawnp:b.wen„ww..em Left Wall At Kneewall w.Hn.,.hei Iii, ebl.a,oaawad,I..as,,di b by Numnum,.n.H-1.pelm.u.- 2x6 Left Wall 2x6 Left Wall Wall Wood R-13 R-n/a R-13 0.085 Garage Wall =-"`<mw.cNll,l.,b.mm.H.n„.nwrpH.aw..abp..wp•Imee won.wrlw tM+l. Back Wall, Right Wall ,.Ib 1p,da„.M Isa...nlamn Mm wa,nelHlen lnH p.n»».a.roatlnn a,M m.naa. x 9 Back Well, Right Wall Door Wood R-0 R-0 R-0 0.160 Entry Door am: wLM p. .Ina sya.m.„e ERHpm.m. 2x6 Right Wall wall Wood R-13 R-n/a R-13 0.085 Garage Wall Door Wood R-O R-0 R•0 0.330 Garage Door t.�ytlem 1.ceNn"wth7a5a n.rmN Mlcleroy,„ca. Nw•HMryraMop•ntma lmt ., NwtI.=.n-h»nw eM w slid II^ a Wood R-13 R-n/a R•13 0.086 Garage Well Door Wood R-0 R-0 R-0 0.160 Entry Door F1oorExt Wootl R-13 R-n/a R-13 0.061 Above Garage 2`'item 1.In.Mllsd yeh: 2x6 Garage W1 Door Wood R-0 R-0 R-0 0.330 Garage Door F1oorExt Wood R-13 R-n/a R-13 0.064 At Cantilever a.Ilae,ae'NDl,btivew end„a n.H..M asu•.a.,netllw. 9 b,.aawrpoel•orddd.ape.. Door Wood R-0 R-0 R-0 0.160 Entry Door F1oorExt Wood R-13 R-n/a R-13 0.061 Above Garage Roof Wood R-30 R-n/a R-30 0.031 Vault w/ Attic 2F•a..»m n..el,w,lpn.l Him„a.plmplHlen 6m..w«pn. wA a,la W.Ana oemnl Mmaa»,pea natl«e,ape neHen wnau.Matl owklnp appllew»hw ro Door Wood R-0 R-0 R-0 0.330 Garage Door F1oorExt Wood R-13 R-n/a A-19 0.064 At Cantilever Flat w/Attic .wwnwn. buml nM.ek<. le Nenyb=m»Ipwkln. n„p..wm ua<+so etwn z F1oorExt Mood R-13 R-n/a R-13 0.061 Above Garage Roof Wootl R-30 R-n/a R-30 0.031 Flat w/Attic Roof Wood R-19 R•n1a R-19 0.047 At Furnace ap++s .cwlRwrmH„.I m.tl .pipM em*la wA FloorExt Wood R-13 R-n/a R-13 0.064 At Cantilever Roof Wood R-19 R-n/a R-19 0.047 At Furnace 81abE0ge None R•0 R-0 F2=0.760 To Outside La+egq+:M. Min. ,a„.nl Tan ba,n allhw lamp wlh m.ao,oy ae lum.nen as orpnYr Roof Wood R-30 R•n!a R-30 0.031 Flat w/ Attic Slab Edge None R-0 R-0 F2=0.760 To Outside S1abEdge None R•0 R-O F2=0.510 To Garage Ma.nmll1&1.,l"kEah„a.1M.a„xeI IISImna.hYlM°arnnllW Sy uWloh ananeaAy awo.IGe Roof Wood R-19 R-n/a R-19 0.047 At Furnace Slab Edge None R-0 R-0 F2a0.510 To Garage FENESTRATION M1tlh o m ddm n.tln"c..M,kltcMn. x elabEdge None R-0 R-0 F2=0.760 To Outside 9 a+6gkm.:p m wk �nee„wM�Meb mp.,n..Nm.,tl l»n„.bmin.M wm.mD,wm.n idlR B1abEtlge None R-0 R-0 F2=0.510 To Garage FENESTRATION pntlrt avaoMa HtM aMnncHotM rwmw„.tltM,n.mtlh»t•w1.rwu. k edd!a H.IG Mtlbn ven,a x a n malnpaM,ap.m n=».tl Hun. Over- FENESTRATION Over- Area U- Exterior hang/ AUGUST Wall ............ Area U- Exterior hang/ Orientation (sf) Factor SHOO Shading Fins Location/Comments Over- Orientation (ef) Factor SHOO Shading Fins Location/Comments •-----•-••------ ----- -•---- •----- ---•---- •---- .......................... Area U- Exterior hang/ ................ ..... ...... ...... ........ ..... .......................... Wind Front (N) 17.5 0.340 0.340 Standard Yes FIXED /VINYL / SSGLZ Orientation (of) Factor SHOO Shading Fins Location/Comments Wind Front (N) 66.0 0.360 0.320 Standard Yes SLIDER / VINYL / SSGLZ Wind Front IN) 41.0 0.350 0.320 Standard Yes SLIDER / VINYL / SSGLZ ----- ---•-- ---••• •--•-••- ----- -------------------------- Wind Front (N) 24.0 0.340 0.340 Standard Yes FIXED / VINYL / SSGLZ Wind Left (E) 32.5 0.360 0.320 Standard None SNGL HNG / VINYL / SSGLZ Wind Front (N) 83.0 0.350 0.320 Standard Yes SLIDER / VINYL/ SSGLZ Wind Left (E) 63.6 0.360 0.320 Standard None SNGL HNG/ VINYL / SSGLZ Wind Left (E) 10.0 0.350 0.320 Standard Yes SNGL HNG / VINYL / SSGLZ FOR: Centex Homes Wind Front (N) 6.0 0.340 0.340 Standard Yes FIXED/ VINYL / SSGLZ Wind Left (E) 16.0 0.360 0.320 Standard Yes SLIDER / VINYL 1 SSGLZ Wind Back (3) 62.0 0.360 0.320 Standard None SLIDER / VINYL / SSGLZ Sizing Wind Left (E) 46.0 0,350 0.320 Standard None SNGL HNG / VINYL / RE: HVAC Sizing for:"Solana®Rosen.Canyon" SSGLZ Wind Left (E) 24.0 0.340 0.340 Standard None FIXED / VINYL / SSGLZ Door Back (S) 40.0 0.340 0.340 Standard None PATIO DR / VINYL / SSGLZ Wind Left (E) 27.0 0.350 0.320 Standard Yes SNGL HNG / VINYL / SSGLZ Wind Back (8) 66.0 0.360 0.320 Standard None SLIDER / VINYL / SSGLZ Wind Back IS) 40.0 0.350 0.320 Standard Yes SLIDER /VINYL / SSGLZ Master .2&3 Wind Left (E) 24.0 0.340 0.340 Standard Yes FIXED / VINYL / SSGLZ Door Back (8) 48.0 0.340 0.340 Standard None PATIO DR / VINYL / SSGLZ Wind Right (W) 18.0 0.360 0.320 Standard None SNGL HNG / VINYL / SSGLZ Lake Elsinore-CZ 10 Wind Back (S) 56.0 0.350 0.320 Standard None SLIDER / VINYL / SSGLZ Wind Back (3) 56.0 0.350 0.320 Standard Yes SLIDER / VINYL / SSGLZ Wind Right (W) 8.0 0.350 0.320 Standard Yes SNGL HNG / VINYL / SSGLZ Siting calculations for the heating&cooling system is in accordance with Title 24.The following HVAC Door Back (8) 48.0 0.340 0.340 Standard None PATIO DR / VINYL / SSGLZ Wind Right (W) 16.6 0.360 0.320 Standard None SNGL HNG / VINYL / SSGLZ SLAB SURFACES Siang values Lions for eat CEC approved system MIh Tid-2.The6.0),Aworat-ease Wind Back (S) 72.0 0.360 0.320 Standard Yes SLIDER / VINYL / SSGLZ Wind Right (W) 12.6 0.350 0.320 Standard Yes SNGL HNG / VINYL / SSGLZ ............. sizing alusareche result ofa utilized aogeovedperformace,program Wind Right (W) 20.0 0.360 0.320 Standard None SLIDER / VINYL / SSGLZ SLAB SURFACES Area Wind Right (W) 8.0 0.340 0.340 Standard Yes FIXED / VINYL / SSGLZ ............. Slab Type (af NOTE:ACTUAL EQUIPMENT SPECIFICATION TO BE DONE BY A LICENSED NIECHANICAL Wind Right (W) 10.0 0.360 0.LAB Standard Yes SLIDER / VINYL / SSGLZ Area --""'dard lab ...... 924CONTRACTOR OR ENGINEER SLAB SURFACES Slab Type (at) Standard Blab 924 ............. ---------------- •••••- HVAC SYSTEMS HEATING Area Standard Slab 066 ............ Slab Type (sf) HVAC SYSTEMS Refrigerant Tested ACCA EIeY Floor Ares Orientation Total Load ................ ...... •-----••---- Equipment Minimum Standard Slab 1079 Refrigerant Charge end Duct Duct Duct Manual Thermostat 1 2180 Ill Noah 35a94 Tested ACCA Type Efficiency Airflow Location R-value Leakage 0 Type 2 232a s£ North aoa44 HVAC SYSTEMS Equipment Minimum Charge and Duct Duct Duct Manual Thermostat 3 2579s£ Noah 43276 ......•••••• Type Efficiency Airflow Location R-value Leakage D Type Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback Refrigerant Tested ACCA COOLING 9 ••••a••••••• - .800 --•-- ---•--- •••••--•-^ --•---• ------- -•No -Setbac--- AC9plit 10.00 SEER NO Attic R-4.2 NO No Setback � Sensible Load Latent Load Total Load Equipment Minimum Charge end Duct Duct Duct Manual Thermostat Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback WATER HEATING SYSTEMS 5 250 177 9 Type Efficiency Airflow Location R-value Leakage D Type ACSplit 10.00 BEER No Attic R-4.2 No No Setback ---•-------•--------- t 20883 2 25376 4 -"......... ............ ....... ........... ......• ......• •••••• ......•••• WATER HEATING SYSTEMS Number Tank External 3 25376 507 17 2505 304551 Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback ---------------•••••• Sn Energy Size Insulation ACSplit 10.00 SEER No Attic R-4.2 No No Setback Number Tank External Tank Type Heater Type Distribution Type System Factor (gal) R-value WATER HEATING SYSTEMS in Energy Size Insulation •••-_-_-- Note:AC equipment sensible output should meet the sensible load. ..................... Tank Type Heater Type Distribution Type System Factor (gal) R-value Storage Gas Standard 1 0.60 50 R- n/a Number Tank External ------------ -----•••••• ................... ...... ........ ...... __________ SPECIAL FEATURES AND MODELING ASSUMPTIONS Note:The Heating&Cooling loads reflect the installation ofenergr efficient windows with spectrally in Energy Size Insulation Storage Gas Standard 1 0.60 60 R- n/a ......................................... selective glass. N Tank Type Heater Type Distribution Type System Factor (gal) R-value SPECIAL FEATURES AND MODELING ASSUMPTIONS ••• Items in this section should be documented on the plans, ____________ ___________ ______ ________ ______ __________ _________________________________________ •* installed t anu manufacturer and CEO specifications, and «••o m f C pet Storage Gas Standard 1 0.60 60 R- n/a "* Items in this section should be documented on the plans, " ** verified during plan check and field inspection. ••• p 0 SPECIAL FEATURES AND MODELING ASSUMPTIONS • installed to manufacturer and CEC specifications, and * ' This is*a multiple orientation building with no orientation restrictions. --------•-----••-•-••••-•--------••----•- ••' verified during plan check and field inspection. "*" This printout is for the front facing North. 01 ""* Items in this section should be documented on the plans, •*" This is a multiple orientation building with no orientation restrictions. REMARKS COMPLIANCE STATEMENT K .. C ••• installed to manufacturer and CEO specifications, and '*• Thie printout is for the front facing North. ....... ___ _______________ 01 C '* verified during plan check and field inspection. •*" REMARKS DUAL PINE, VINYL WITH SPECTRALLY SELECTIVE GLASS This certificate of compliance Bata the building isaturea and performance 4) U-FACTORS=0.35 (SL) / 0.06 (8H) / 0.34 (FX) /0.34 (PATIO) specifications needed to comply with Title•24,Pert$1 and a of the C 0 (� N This 18 a multiple orientation building with no orientation restrictions. ---•-•- California Code of Regulations, and the adminiatretive repulationa to 01 This printout is for the front facing North. DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS SHGC-0.32 (SL) / 0.32 (SH) 1 0.34 (FX) / 0.34 (PATIO) implement them. This certificate has been signed by the individual with (] W 41 REMARKS SHOO 2 0,35 (SL) / 0.35 (SH) / 0.34 (F0) / 0.34 (PATIO) SEE WINDOW MANUFACTURES SPECIFICATION U-FACTOR&9HGC TABLE W SHGC 0.32 (SL) / 0.92 (SH) 1 0.34 (FX) 1 0.34 (PATIO) overall design responsibility. when this certificate of compliance 1$ QI DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS BEE WINDOW MANUFACTURES SPECIFICATION U-FACTOR&SHGC TABLE ELEVATION 'B' WAS TAKEN AS WORST CASE GLAZING SCENARIO submitted for a single building plan to be built in multiple orientations, 1. v N U-FACTORS=0.36 SL / 0.35 (SH) / 0.34 FX / 0.34 PATIO any shading feature that is varied is indicated in the Special Features/ 0 10( ) ( ) (PATIO) Remarks section. LL P' • SHGC 0.32 (SL) / 0.32 (SH) / 0.34 (FX) / 0.34 (PATIO) ELEVATION 'C' WAS TAKEN A9 WORST CASE GLAZING SCENARIO � N V SEE WINDOW MANUFACTURES SPECIFICATION U-FACTOR&SHOO TABLE DESIGNER or OWNER DOCUMENTATION AUTHOR 41 C ELEVATION 'D' WAS TAKEN AS WORST CASE GLAZING SCENARIO Name.... Name.... JIM WHEELERcompany. Company. Q®j Q W Address. Address. Consul, 1 7407TAM0'SHANTER DR., STE 200 S a Q1 STOCKTON, CA 95210-3370 N L Phone... Phone... (20q)473.SGOO FAX (2091474-0817 > g) License. - LN W 3 L Signed.. Signed.. E C I ENFORCEMENT AGENCY 'V ; O ` 0 Name.... W Title... 0) Agency.. �k Y Phone... L' j Signed.. C (date) W ConSol T-24 Sheet 7407 Tam O'Stlanter Drive,Suite 200 Stockton,CA 25210-3370 rag® (20S)473-5000 FAX(209)474-0817 1 of 2 - • Plan 4 MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R wrc Lvw+iae neieeMlal bulkba.subject n M•Swntlartl•must cvntan Ito••mwuum rpvtlma.dtM cpmal.n«aDProwh used X•m•m,M"xfM m.at"ak rl may be.up Id 1.by non--cwnpllmw rwulnrmnr•Iit"w tin Cat"=ate d Cempawve.yM•n this cnwkllet I•incvPon[ed ime[M1e p.rmh deaum.. me r th nd"atoll b•oo«Id•r"by,ll pmlw a• Hli­ eon Perbmrmee•Peciecaion•br ih•mmdaory mauuna w1MM1w tnq,ro•n«m•laewfia,M the dwum•rb w MI•eM b Cnwk h.kwry. auuauon•. a min •pgicahle box«wnan wmpwad yr•ma WA xwt•pplleaaa. utCw n- ea k..Ia1reRCEMEM CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R eon S-1-m°aisea` x _______=_=_=___=_____-_===_______=====av__===_______= 13 b:LaeuMinwlaion m,nueavoM•label"0.-V.lua x eaa/1/I/I Project Title.......... SOLANA @ ROSETTA CANYON Date..06/25104 09:47:01 's+agok Mmlmum R.tsw.um•waiPn ln„-ooa fnmaarr.n.w.q.na.r.uF.otoanmar k.m..wb 6f, VVV ******* aa«naa mwk.nar m..•w•xa x Project Address........ PLAN 4 "----""---"'---.. -+ a.Minim"mR-ts me"noor M•amw mn.mee nwn. x LAKE ELSINORE - CZ 10 •v6.01* i i Lh.as•In.ukuo w.t•r.n.oPdkn nrow o.rmmm os wwDean«ma.nm.Ifo wA Documentation Author... JIM WHEELER •*"**** Building Permit X i +f•:m.w.ua�.".fin«or lnn.nee mean mawdion me.rd..1-tnlI,,m coin. x .. Con Sol i i frta r:Fm.aretiw pros s,ea.na oven,•n In ranv atlnaiw cw+nl. "wlntla«baWn.n e•"manse "•Dww deebn•eM xmx arlwkew. 7407 Tam O'Shanter Or Ste 200 i Plan Check / Date i 2.Fw»�ralon�r=e.ent«eem nelewbded:el"irw:iai.Nrn..nm.a uF.otw.o.mnw sa.rn«e Stockton, CA 96210 i i aw caaAe� (apmcl,•'d mAarakn«mnoakm a EM"pr awn and wfneew.wuenwtn i.II am.."mar"ow caulk"and• d. x 209-474-8446 Field Check/ Date i +a .v b.d.n m.neao matinee mw.u.na+s om. WA t :e ter lnAnrtlon panar inet•Iled to eem wan tat men.Cemmiwlw col' .4nGN•. WA Climate Zone........... 10 fq.7 mmnalpn dFinm.a.•,wcannw Ow ApDnmw•Wm«wa•. Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. +.M..anry•"na•,y:con eroDl.e«hoe: _____________________--_ _____________ _____________________________ __________� aGeeeadelI er pine deer b.Od.itle air lnYke"M1d.mper and coMrd MICROPAS6 v8.01 File-CHRC4 Wth-CTZ1OS92 Program-FORM CF-1R i e.Fw.d.mp•r."scoria 2 Ne cominuow bumin «Xa II Ma aliawntl, x UserA-MP0105 User-ConSol Run-CENTEX HOMES - PLAN 4 ) s.w .r,l+..nn .ne pmmbin arMM•ewwa n nrn w ---------------------------------------__......._______________________________ n ns:trvnc.wmm was n.a.n.•hew.m«a.."awe.«non" m.cemmk•Iw. GENERAL INFORMATION «aa oawkt.e m.wemme•."n AsnRAe amA o.A t r:Fi-n M•m,eamw.h na.ble x.aln.ndre.seen ..t•m.. x ______________ freest:Pico and tank Insole en Conditioned Floor Area..... 2760 of Letanpe ys Pntar n.a nraed wnhm Energy F.aw l«.tWn aft mu•+M.memally wwpp"van I«uldiw MNrp.n I««II"tnerm.l nalermca d R-1a er prMm Building Type.............. Single Family Detached zPlntseaorW«•a°...now•rorn«raemk,nwommuMrne:ra•m.,Iwuuf"IR-.ar prMM Construction Type ......... New AB.ckup wnM enel•npbm,wtnd avr•a•Imk•,era«rl"Ina M1a vMertmb new R-12 ma Inulabn a R-18 wmbin"IntemaVaHam,l Iwulanw. Building Front Orientation. Cardinal - N,E,S,W •.nie"nee arQ "Dlgna m.ma.emmm�mabs..mw.anavm«.ya.m.. Number of Dwelling Units... 1 sip°�I"°I:mKe°IFkeH,p°°I,�.ues•Fln.w Ind-haw.ratmk. x Number of Stories.......... 3 •61fi 1.epuPr.a^d P.^• 1.All due.-plenum•In•MII",•••ka end Inwla"+e man M•nqulremsM oft"taB6 CMC 6amlal• Floor Construction Type.... Slab On Grade so+.aoa sad,and sf.nd.wea aua.ln•uIa"+e.mldmum maaLa Lw mR�.a ar.nm«"«wrolyM Glazing Percentage......... 13.3+6 of floor area owdmm.e.Pw..ownms••n.nb...a.a wen mwno,nD.,.erwaL..ImL er oMmewt<k.Pn.r.tan Average Glazing U-factor... 0.35 BtU hr-sf-F Mam•aalb,ppllceble nqulnm,m.aVL tB+,ULtetA,erUL 181B.Xm«tic at•pe la a"b.ul oD•mna•sroanrman w man,m.oomb'Inamn o1m..nc.nd aMam«n ortw.•n.II be".".euxmna Average Glazing SHOO.. .... 0.32 •ML..n.Il naau."k.ewwrma=°"man.e.L.seta.,".«m.doom ratan.meMa anw nd be sear"w+m elan b.ak mbba"M1«ne aunt aD..wl..a.wn t.w Ia u..e In Average Ceiling Height.. 9.2 ft as wnn mwna ma dr.wa.ne.. BUILDING SHELL INSULATION 2,eami�~I.aI«,.upwn pl.eorm.+w wr n.wl.n,.na plenum.een"ervw.wa",Non m.t.n.I. ah•rthm aeon"•neat meal,tlum board ar Imrlbl•duet aM1N na be w"for open/Inp e°neXbn" a= vDort Dlabma m.r eea.m site..oPd.mn.Il"m oMtl•a.".pppen Component Frame Cavity Sheathing Total Assembly eatsinn.n•nrotb•oompnw.am<•uur•a"aI°n.mm.er«..«nww.r«atn.door.. a him.md.•.m.mdeat.r•t.m..ne mar owroen.m..n.n na h...a"wnn adn hwk nbb.r Type Type R-value R.value R-value U-factor Location/Comments "hwnaum t•«•col«.seen le 1.a."meemunaian-1-1k and Iowans. ____________ _______ ________ ________ _______ _______ ________________________ aEs«ua[an ay.tem.h•w bwk-aer•d•m.eb d.mwn. Wall Wood R-13 R-n/a R-13 0.088 Front Wall, Left Wall am.sly ap-d•mp "M"p cweklan•tl apace Mu anhsr Man•dcan.wy.wmlXl0. Back Wall, Right Wall d1n.1-ra.Ialw an.11 b.wain eu Xem d.m kIl.ludlrq„M.M1u�k,a 10t. �, IP-m.Iaenaw...con ndmsr"re W: Do•"M 2x6 Right Wall -I., odtlow•.rNae a�.,pd.a.awaumnnn,.h.a mini,P•Ia"a.m.. Wall Wood R-13 R-n/a R-13 0.085 Garage Wall «P"'t'•`m*r G""•r a°m'"•d•""'n.' Pmr.m.e".b•�ar wmw„n.`°sire tn'tk n sk,a,"rolls•ameld'N tow.elarutllalen ma c,n c,w M dM•mat".1 x Door Wood R•O R-0 R-0 0.160 Entry Door f++:t ar..ml:�.n�n avanie iexmndmE;I".IOmm�novwararAkn a+.mwrwr= m•w=nor», Door Wood R-0 R-0 R-0 0.330 Attic Access pentlnp no NMdc n•I.+.nce_1n,•nd-prat Ibm. Garage Door zsy.NmL ma.Il"coon: ..At«a-PIP.b.ivmen Att.r and Mar ar ton.seta M"rq. F1oorExt Wood R-13 R-n!a R-13 0.081 Above Garage b,co..r Areadwrpwl.a andwr..... F1oorExt Wood R-13 R-n/a R-13 0.064 At Cantilever ++ c..eoa.ram mr.l-1-1lir Roof Wood R-30 R-n/a R-30 0.031 Rafter Ceiling aealnuo« bumin Ile I Ckv, a Nonabaticd cwNl hncw tom Ito<fa3 Btumr x Flat w/Attic ++s :cool Reama.na m.a.w"<med.. Root Wood R•19 R-n/a R-19 0.047 At Furnace L M1tln M•°•,*` d fop.:Mrmin,in•bra.«nniammamkaon.w.n.n n....rap.wlM.n. areroaa S1abEdge None R-0 R-O F2=0.760 To Outside area«nlU ln°1.k.h.n•.rnl.«naa laM1nna.n.xb.eamolna by:.axon en.n"Ilr ww..IbN S1abEdge Nona R-0 R-0 F2=0.610 To Garage wax,,p:Iliwm.`rm.Lna:Guam nnroraa,.�n�..w.en.nk.a on.Iw4 Iro w+h lmP•wrn.n.awyd x FENESTRATION awm.n.aw•n areroa.r.wnon•aam.aumwmlh.rwma am•.n.malw mml.nwlromad .Ikwxa In+ :aW lwma.o•a now•"satin ealP.•.n ............ Over- wawr m Area U- Exterior hang/ Orientation (of) Factor SHGC Shading Fins Location/Comments ________________ _____ ______ ______ ________ _____ __________________________ Wind Front (N) 66.0 0.350 0.320 Standard Yes SLIDER / VINYL / SSGLZ Wind Front (N) 12.0 0.340 0.340 Standard Yea FIXED / VINYL / SSGLZ Wind Left (E) 40.0 0.350 0.320 Standard Yes SLIDER / VINYL / SSGLZ FOR: Centex Homes Wind Left (E) 37.0 0.350 0.320 Standard None SLIDER / VINYL / SSGLZ RE: HVAC Sizing for:"Solana @ Rosins Carryon" Door Back (S) 48.0 0.340 0.340 Standard None PATIO OR / VINYL / SSGLZ Master Plan4 Wind Back (8) 60.0 0.360 0.320 Standard None SLIDER / VINYL / SSGLZ Lake Elsinore-CZ 10 1 Wind Back (8) 60.0 0.350 0.320 Standard Yes SLIDER / VINYL / SSOL2 , - Wind Right (W) 22.0 0.360 0.320 Standard None SNGL HNG 1 VINYL / SSGLZ Sizing calculations for the heating&cooing system is in accordance with Tide 24,The following HVAC Wind Right (W) 92.0 0.350 0. Standard Yes SNGL HNO / VINYL / SSGLZ sizing values are the result of a CEC approved performance program MICROPAS(v6.OQ.A worst-case SLAB LAB•SURFACES orientation of each plan was utilized to generate these values. Area NOTE:ACTUAL EQUIPMENT SPECIFICATION TO BE DONE BY A LICENSED MECHANICAL Slab Type (of) CONTRACTOR OR ENGINEER. Standard Slab 1089 HVAC 8Y6TEMS HEATING ____________ Plan 1F19gc.Atsa Oetmradon Total Load Refrigerant Tested ACCA 4 2750 of North 46999 Equipment Minimum Charge and Duct Duct Duct Manual Thermostat COOLING Type Efficiency Airflow Location R-value Leakage D Type fg Sensible Load Latent Lead Total Lead Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback 4 28519 5704 34222 ACSplit 10.00 SEER No Attic E4.2 No No Setback WATER HEATING SYSTEMS en Note:AC equipment ssible me output should et the unable load. Number Tank External Note:The Heating&Cooling loads reflect the installation ofenergy efficient windows with spectrally in Energy Size Insulation Selective glass. Tank Type Heater Type Distribution Type System Factor (gal) R•value ------------ ----------- ------------------- ------ -----"" ----'. .......... Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS _________________________________________ c ••* Items in this section should be documented on the plans, ••• C ** in to manufacturer and CEO specifications, and 0 0 "* verified during plan check and field inspection. •** = r This lase multiple orientation building with no orientation restrictions, 0) This printout is for the front facing North. COMPLIANCE STATEMENT K C REMARKS _......... ......... W 0 This certificate of compliance lists the building features and performance A N DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS specifications needed to comply with Title-24, Parts 1 and 8 of the C California Code of Regulations, and the administrative regulations to U-FACTORS=0.36 (SL) / 0.96 (6H) 1 0.34 (FX) / 0.34 (PATIO) implement them. This certificate has been signed by the individual with V C 40.1 SHGC .0.32 (SL) / 0.32 (SH) / 0.34 (FX) / 0.34 (PATIO) (0 overall design responsibility. When this built multiple of compliance Is E SEE WINDOW MANUFACTURES SPECIFICATION U-FACTOR 6 SHGC TABLE ` (� � c submitted for a single building plan to 6e built in multiple orientations, C any shading feature that is varied is indicated in the Special Features/ 0 W •- ELEVATION 'A' WAS TAKEN AS WORST CASE GLAZING SCENARIO Remarks section. LL is 0 U DESIGNER or OMER DOCUMENTATION AUTHOR 11 m a I Company. Company. ConSol, Inc. j f1�F W Address. Address. 7407 TAM O'SHANTER DR.,STE 200 LL N U STOCKTON, CA 95210-3370 tp 0) Phone... Phone... (2 ) 000 FAX(209)474-0817 lJ License. L Signed., Signed.. C C 10 ENFORCEMENT AGENCY E C .N Name.... 3 (a W Title... Agency.. �. Y Phone... t) J 0) Signed.. C (data) W C O n.S'O l T-24 Sheet 7407 Tam O'Shanter Drive, Suite 200 Stockton, CA 95210-3370 Page (2091 473-5000 FAX (2091 474-0817 2 of 2 SHEET INDEXCD CD RC-Cl COVER SHEET RC-GN1 GENERAL NOTES RC-GN2 GENERAL NOTES cf) RC-GN3 CONDITIONS OF APPROVAL CN RC-GN4 CONDITIONS OF APPROVAL T-24-1 TITLE 24 COMPLIANCE Q T-24-2 TITLE 24 COMPLIANCE („) CV OLANA @ ROSETTA CANYON =1:1A PL"N 2,�ggg��¶1yOWEENAL FLOOR PLFFLgLryR PUN 1 -2180A CD U RC 1.2R PLAN 1R-21800LON'ERR&UPPERRELECTICpALJl�T1�1TY PLANAR REVERSE PLAN 3 `i O RC-1.3 PLAN 1-2180 ADDENDA FLOOR PLAN B & C RC-1.3A PLAN 1 -2180 ADDENDA FLOOR PLAN"D" �(/) RC-1.4 PLAN 1 -2150 SECTIONS AND STAIR SE/TION O 0 RC-1.5 PLAN 1 -2180 E%TERIOR ELEVATICNS W/ROOF PLAN"A" -� RC-1.6 PLAN 1 - 1 0 EXTERIOR ELEVATI NS /ROOF PLAN"B' RC-1.7 PLAN 1 -2180 EXTERIOR ELEVATIONS W/ROOF PLAN"C"TRACT NO . 25478 RG-21 PLAN 1 -232 EXTERIOR ELEVATIONSPERLO W/ROOF PLAN 24 C RC-1.9 PLAN 1 -2180 INTERIOR ELEVATIONS RRC-2.1 PLAN 2-2324 LOWER&UPPER FLOOR PLAN 2-2324A RC-p.1A PLAN 2-23p4 OPTIONAL FLOOR PLAN 0 RC-2.1R PLAN 2R-2324 LOWER&UPPER FLOOR PLAN 2R-2324AR REVERSE PLAN 86 U RC-2.2 PLAN 2-2324 LOWER&UPPER ELECTRICAAL/ljTI,�ITY PLAN RC-2.3 PLAN 2-2324 ADDENDA FL OCR PLAN;8,& C RC-2.3A PLAN p2p-y233p24 gAgDDENDA FLO R PLAN CD W RC 2.5 PLAN 2-2324 EXTETIRIOR ELED A710NS W/ROOF PLAN;A; N RC-2.8 PLAN 2-2324 EXTERIOR ELEVATIONSS WNW/ROOF PLAN B O � RC-2.7 PLAN 2-2324 EXTERIOR ELEVATIONS W ROOF PLAN"C' RC-2.8 PLAN 2-2324 EXTERIOR ELEVATIONS /ROOF PLAN'0" SINGLE FAMILY HOMES RC-2.9 PLAN 2-2324 INTERIOR ELEVATIONS RC-3.1 PLAN 3-2579 LOWER&UPPER FLOOR PLAN 3-2579A 11� RC-3.1A PLAN 3-2579 OPTIONAL FLOOR PLAN N RC-3.2 PLAN.3-25799LOWEERRR&UPPERRELECTORICALA/UTILITY PLAN9AR REVERSE PLAN RC-3.3A PLAN 3-25799 gADDENDA FL�OO�Rgg77PLAN"D"&'C" RC-3.5 PLAN 3-2379 EXTERIOR AELEVATIONS ROOF PLAN"A; C-3.7 PLAN 3-2579 EXTERIOR ELEVATIOONS ROOF PLAN"B N R E CALIFORNIARC-3.7 PLAN 3-2579 EXTERIOR ELEVATIONS /ROOF PLAN"C° ELS ORC-3.8 PLAN 3-2579 EXTERIOR ELEVATIONS W/ROOF PLAN"D" LAKE RC-4.1 PLAN 3-2579 INTERIOR ELEVATIONS RC-4.1 PLAN 4-2750 LOWER&UPPER FLOOR PLAN 4-2750A RC-4.1A PLAN 4-2275 OPTIONAL FLOOR PLAN RC-4.2 PLAN 4R-27500LOWERR&UPPERRELECTRIgALLA ITIPTY PLAN REVERSE PLAN RC-4.3 PLAN 4-2750 ADDENDA FLOOR PLAN"B & C RC-4.3A PLAN 4-2750 ADDENDA FLOOR PLAN"D" RC-4.4 PLAN 4-27N SECTIONS AND STAIR SECTION RC-4.5 PLAN 4-2750 EXTERIOR ELEVATIONS W/ROOF PLAN"A" m RC-4.5A PLAN 4-2750 EXTERIOR ELEVATIONS W/ROOF PLAN"A" HOMES RC-4.8 PLAN 4-2750 EXTERIOR ELEVATIONS W/ROOF PLAN'B"CENTEX RC-4.BA PLAN 4-2750 EXTERIOR ELEVATIONS W/ROOF PLAN"B" RC-4.7 PLAN 4-2750 EXTERIOR ELEVATIONS W/ROOF PLAN C. RC-4.7A PLAN 4-2750 EXTERIOR ELEVATIONS W/ROOF PLAN'C" RC-4.g8 PLAN 4-2750 EXTERIOR ELEVATIONS /ROOF PLAN"D" RC-4.9A PLAN 4-27M INTERIOR ELEVATIONS DONS W/ROOF PLAN"D" 2280 WARDLOW CIRCLE SUITE 150 CORONA, CA 91720 RC-D1 ARCHITECTURAL DETAILS Z Y RC-D2 ARCHITECTURAL DETAILS RC-D3 ARCHITECTURAL DETAILS < c3 RC-D4 ARCHITECTURAL DETAILS fn 5 RC-D5 ARCHITECTURAL DETAILS K RC-DB ARCHITECTURAL DETAILS LS ji STRUCTURAL q m CONSULTANTS BUILDING INFORMATION GENERAL NOTES SCS SLAB HARDWAREAL LAN 21 < c PLAN 2180 � S1-1 SLAB HARDWARE PLAN 2180-A,8,C AND D ®a 51-1.1 FOUNDATION PLAN-VERY LOW"EL"2180-A.B.C AND D rn BUILDING STATISTICS St-2 FOUNDATION PLAN-LOW"EL" 21 -A,B,C AND I I.THESE PLANS ARE INTENDED FOR USE BY ONLY KNOWLEDGEABLE LICENSED CONTRACTORS FAMILIAR WITH ALL APPLICABLE BUILDING 51-2 FLOOR AND ROOF FRAMING PLAN 2180-A WITH OPTION STRUCTURAL ENGINEER: CODES AND OTHER GOVERNMENTAL REQUIREMENTS,AND ABLE AND WILLING TO PROVIDE WORKMANSHIP AND MATERIALS OF HIGH S1-3 FLOOR AND ROOF FRAMING PLANS 2180-B AND C PERFORMANCE PLUS ENGINEERING, INC. A. BUILDING OCCUPANCY GROUP R-3/U-1 RQLAUEQUTY. THEY SHALL BI INTERPRETED SO TS TO INCORPORATE ALL APPUCAUNLESS H BUILDING CODES AND OTHER GOVERNMENTAL PLAN 2324FLOOR AND ROOF FRAMING PLANS 2180-D REQUIREMENTS. ALL AMBIGUITIES PAID DOUBTS SHALL BE RESOLVED,UNLESS THE ARCHITECT SPECIFIES OTHERWISE IN WRITING, z uJ 29883 SANTA MARGARITA PARKWAY,SUITE 200 RANCHO SANTA MARGARITA,CA 92688 IN FAVOR OF THE CONSTRUCTION OR MATERIAL OF THE HIGHEST QUALITY. C (949)635-9843 FAX(949)635-9863 B. TYPE OF CONSTRUCTION V-N 2.THE BUILDER SHALL TWEE FULL AND FINAL RESPONSIBILTY FOR CONSTRUCTING A FINAL PRODUCT OF APPROPRIATE QUALITY AND S2-1 SLAB HARDWARE PLAN 2324-A.B,C AND D O 52-1.1 FOUNDATION PLAN-VERY LOW'EL"2324-A,B,C AND D REASONABLY I CONSISTENT WITH THE INFORMATION AND REQUIRMENTSREQUIREMENTS CONTAINED IN THE CONSTRUCTION DOCUMENTS JURISDICTION S2-2 FOUNDATION PLAN-LOW"EL' 23 -A.B.C AND D CO REASONABLY INFERABLE THEREFROM,AND/OR CONTAINED IN THE REQUIREMENTS QU ANY GOVERNMENTAL ENTITY WITH JURISDICTION 52-2 FLOOR AND ROOF FRAMING PLAN 2324-A WITH OPTION '"' (� OVER THE PROJECT;AND IN THIS REGARD THE BUILDER SHALL TAKE FULL RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, 52-3 FLOOR AND ROOF FRAMING PLANS 2324-B AND C TITLE Z4 CONSULTANT: METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES INCLUDING WITHOUT LIMITATION DEMOUTION,EXCAVATION AND ERECTION S2-4 FLOOR AND ROOF FRAMING PLANS 2324-D J C. BUILDING AREA TABULATION PROCEDURES;FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PROJECT;AND FOR THE TIMEUNESS OR QUALITY Z Ln } CONSOL ENERGY CONSULTING OF ALL OF THE WORK PERFORMED PURSUANT TO THIS AGREEMENT, IN THIS REGARD,THE BUILDER SHALL IMDEMNIFY TO THE PLAN 2579 CNJ 7407 TAM O'SHANTER DR. fk200 STOCK70N,CA 95210-3370 BASE PLAN PORCH FULLEST EXTENT ALLOWED BY LAW THE PRWEC7S DESIGN TEAM,AND THEIR RESPECTIVE OFFICERS,DIRECTORS,PRINCIPALS (209)473-5000 FAX(209)474-OBIT PLAN 2180 (ff Fi.) (SQ. FT.) AND EMPLOYEES,OF PAID FROM ANY AND All CLAIMS,LIABILITY AND/OR LOSSES WHICH ARE CAUSED OR CONTRIBUTED TO BY THE 53-1 SLAB HARDWARE PLAN 2579-A,B,C AND D FAILURE OF THE BUILDER TO HONOR THESE OBLIGATIONS,INCLUDING EVEN LIABILITY CLAIMS AND/OR LOSSES INVOLVING ANY $3-1.1 FOUNDATION PLAN-VERY LOW°EL"2579-A,B,C AND D FIRST FLOOR 924 106 INDEMNITEES'ACTUAL OR ALLEGED ACTNE NEGLIGENCE OR DESIGN DEFECTS,AND EXCLUDING ONLY ANY INDEMNITEE'S SOLE 53-22 FODUN AIlO AND LA FRAMING PLAN 2579 A,B. 0 ANDDO < NEGLIGENCE OR WILLFUL MISCONDUCT, Z SOILS ENGINEER: SECOND FLOOR 1256 S3-3 FLOOR AND ROOF FRAMING PLANS 2579-B ANDOPTION ALBUS-KEEFE & ASSOCIATES INC. TOTAL DWELLING 2180 3.ANY SUBCONTRACTOR WHICH AGREES TO CONSTRUCT THE PROJECT PURSUANT TO THESE PLANS FULLY ASSUMES THE RISK OF ALL 53-4 FLOOR AND ROOF FRAMING PLANS 2579-D < J I ERRORS AND OMISSIONS WHICH SHOULD HAVE BEEN DETECTED BY A CAREFUL REVIEW BY A NNOWLEDGEPBLE LICENSED CONTRACTOR, 1403 NORTH BATAVIA STREET,SUITE 115 ORANGE,CA 92867 GARAGE 437 THAT WHICH FOR AM REASON WERE NOT RESOLVED DURING THE BIDDING OR NEGOTIATION PROCESS. FURTHER,THE BUILDER PLAN 2750 U (714)744-9780 FAX(714)744-9750 SHALL CAREFULLY REVIEW THESE PLANS AS THE WORK PROGRESSES IN ORDER TO IDENTIFY ANY SIGNIFICANT ERRORS AND 84-1 SLAB HARDWARE PLAN 2750-A,B,C AND D Q C!3 OMISSIONS AND TO ASCERTAIN ALL NECESSARY INFORMATION BEFORE PROCEEDING WITH THE AFFECTED WORK,AND ASSUMES THE 54-1.1 FOUNDATION PLAN-VERY LOW'EL"2750-Al B.C AND D Z BASE PLAN RC RISK OF ANY AND ALL LOSS,INCLUDING DELAY,WHICH MAY BE CAUSED OR CONTRIBUTED TO BY THE FAILURE TO ASCERTAIN S4-1.2 FOUNDATION PLAN-LOW'EL"2750-A.B,C AND D cr PLAN 2324 (SQ. (SO. pT.) CORRECT OR NECESSARY INFORMATION IN A TIMELY MANNER. $4-2 FLOOR AND ROOF FRAMING PLAN 2750-A WITH OPTION I.- (n CIVIL ENGINEER: s4-3 FLOOR AND ROOF FRAMING PLANS 2750-B AND C HUNSAKER & ASSOCIATES FIRST FLOOR 985 72 4.THE BUILDER SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD;AND ALL QUESTIONS AS TO DIMENSIONS AND FIELD $4-4 FLOOR AND ROOF FRAMING PLANS 2750-D CONDITIONS SHALL BE RESOLVED BEFORE THE AFFECTED WORK PROCEEDS. NO DIMENSIONS SHALL BE OBTAINED BY SCALING THESE DETAIL AND NOTE$ 2900 ADAMS STREET,SUITE A-15 RIVERSIDE,CA 92504 SECOND FLOOR 1359 PLANS. (909)352-7200 FAX(909)352-8289 T07AL DWEWNG 2324 SDI FOUNDATION DETAILS AND GENERAL NOTES 5.THE GENERAL BUILDING PERMB AND PUN CHECK FEE SHALL BE SECURED PAID PAID FOR BY THE BUILDER. ALL OF ME PERMITS SD2 STRUCTURAL DETAILS AND GENERAL NOTES O O GARAGE 448 SHALL BE TAKEN OUT AND PAID FOR BY THE BUILDER OR BY SUCH SUBCONTRACTOR AS THE BUILDER MAY DIRECT. SD3 STRUCTURAL DETAILS 8,THE BUILDER SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TEMPORARY WATER SUPPLY,UGHT/POWER,TOILET SD4 STRUCTURAL DETAILS FACILITIES AND JOBSTTE OFFICE WITH TELEPHONE AND FAX MACHINE. SD5 STRUCTURAL DETAILS PLAN 2578 BASE PLAN PORCH H HARDY PANEL DETAILS Q > (SQ. FT.) (SQ, FT.) 7.THE BUILDER SHALL FURNISH ALL LABORATORY TESTS,INSPECTIONS AND REPORTS THAT ARE REWIRED BY THESE PUNS OR BY I:!" LFIRST FLOOR 1079 86 LAWPLAN 2180REVISIONS SECOND FLOOR 1500 8.THE BUILDER SHALL PROVIDE SHOP DRAWING SUBMITTALS FOR THOSE ASPECTS OF THE WORK IDENTIFIED ROOF TRUSSES,FLOOR PLAN 2324TRUSSES.,.;AND EACH SUBMITTAL SHALL CONTAIN FIVE COPIES OF THE INVOLVED DOCUMENTATION. PLAN 2579 W� 0 Ljj TOTAL DWELLING 2579 PUN 2750 GARAGE 468 9.NO SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT UNLESS IT HAS FIRST BEEN APPROVED IN WRITING BY THE OWNER. MECHANICAL Q O N0. DATE DESCRIPTION 10.ALL TRADES SHALL,AT ALL TIMES,KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY Z ac M-0 MECHANICAL NOTES �/ c THEIR WORK,AND AT THE COMPLETION OF THE WORK HALL.REMOVE ALL RUBBISH FROM ANO ABOUT THE JOBSRE AND ALL THEIR M-2180 PLAN 2180-MECHANICAL FLOOR PLAN (/� /� L PLAN 2760 BASE PLAN PORCH TOOLS,SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE THE JOB BROOM CLEAN,INCLUDING REMOVING ALL LIBELS, M-2324 PLAN 2324-MECHANICAL FLOOR PLAN w Al 8/19/04 CLIENT REVISION (SQ. FT.) (SO. FT.) STICKERS,PAINT SMEARS.ETC..,FROM UGHTING FIXTURES,PLUMBING FIXTURES,GLASS SURFACES,FINISH HARDWARE, M-2579 PLAN 2579-MECHANICAL FLOOR PLAN J LI.I Q © 10/19/04 BUILDING DEPT.CORRECTION FIRST FLOOR 1089 -- CABINE6,COUNTER LOPS,ETC. M-2750 PLAN 2750-MECHANICAL FLOOR PLAN LU © 10/22/04 CLIENT REVISION SECOND FLOOR 1311 it EO 8115 FOR GRID FOUNDATION SYSTEMILO SEC 816 FORDEX MORE FOUNDATION. SPECIAL FOUNDATION REQUIRED.COMPLY WITH O Y ' Za ATTIC FLOOR 311 L ® 11/16/04 BUILDING DEPT.CORRECTION TOTAL DWELLING 2750 12.ITEM 11 ABOVE APPUES TO EACH LOT OF EACH BUILDING PLAN. Q W J VICINITY MAP GARAGE 459 13.FOR THE"SUMMARY OF DESIGN VARIATIONS FOR SOIL CONOITOS"(SODS, •jx J �./ Z )PROVIDE ENGINEER'S WET SIGNATURE 4 b3 SPECIFY MODEL NUMBERS TL- nwrrxc we o THE REMEDIES TO BE REVISED PER ITEM 1 AND 2 ABOVE rs cw aw aw MODELELEVATIONS d)THE SODV WILL BE RENEWED PENDING THE APPROVAL OF THE BUILDING FOUNDATION PUNS. _ i �� " x 14."DRAFT STOPS SHALL BE INSTALLED WHERE THERE IS USABLE SPACE ABOVE AND BELOW ANY CONCEALED SPACE IN A FLOOR- .I _ _/ exvxe °Wo t� T8E,1AT1S1r1 IE CEILING ASSEMBLY SUCH THAT NO AREA OF THE CONCEALED SPACE SHALL EXCEED 1000 SQUARE FEET. DRAFTSTOPPING SHALL COUNTY OF �wTM PLAN - ELEVATION 1 DE THE CONCEALED AREA INTO APPROXIMATELY EQUAL PARTS.'UBC708.3.1.1.1 RIVERSIDE PLAN - ELEVATION 2 PLAN - ELEVATION 3 1A PROJECT MANAGER PLAN - ELEVATION 4 ( '�R DRIVE SD. AVENUE DESIGNER LEGAL DESCRIPTION ALL WORKS SHOULD COMPLY WITH: LAKE SD. CBC 2001 CPC 2001 ELSNORE 1 5JOB NO. JOB N a s 04-03 SHIP 5 SOUTH,RANGE 4 CMC 2001 CEC 2001 s BEING A SUBDIVISION OF THE NORTH 1/WEST /2 OF THE SOUTHWEST 1/4 TOGETHER WITH THE SHEET WEST,S.SOUTHWEST M,/ OF THE ALONG WITH THESOUTHFAM�4 OEOFpTHE SOUTHEAST 1/4 OFF SECTION 29, TOWNSHIP 5 SOUTH,RANGE 4 WEST,S.B.M.,ALONG WITH ALL OF PARCEL 2 AND PORTIONS ORDINANCE N O.4 5 7 O F /"� OF PARCELS 1 AND 3 OF PARCEL MAP 8112,RECORDED IN BOOK 73,PAGE BB OF PARCEL R 1 _ 1 MAPS,RECORDS OF RIVERSIDE COUNTY,CAUFORNIA ALONG WITH PORTIONS OF PARCELS 1 RAILROAD CANYON R � \C AND 2 OF OF PAR MAP 19924,RECORDED IN BOOK 122,PAGES 44 THROUGH 4B, RIVERSIDE COUNTY INCLIISNE;OF PARCEL MAPS,SAID COUNTY RECORDS. N.T.S. SHEET: OF: CAD FILE:CI; .. C:> L0 0 A C) ui cr) Q) C%J cy) 13'-4' 11-11, T 12-2- 6'-4- 5"t4l" ' 3`6' 5'-4- 6'-4* C> STUCCO SOFFIT STUCCO 3'-3' 2'-10' 2`10' G'-3- S41ELF BELOW SLOPE TO DRAIN a.-O. W.P.MEMBRANE .2 3`0' 42`X3r LNE OF, ID 1'SON (j) . SEE EXIT.ELEV. CONIC. J_ U I-STgw- _J__�L 7 P.MIL j 50�O LSL + 5,0p�S U- Cc C)WIRE SHELF ___ . jOOI 00 --------------------- E DEL.SINK c II WALK-IN d Lu V-0-cw KITCHEN E CARPET 9'-0'CLG. 0 A A VINYL j DUCT w b 0 4'-4- j EXH VENT T? PROVIDE A CLEANOUr < CHASE CARPET j; 72 THAT IS ACCESSIBLE TO OUTSIDE r. WITH THE DRYER IN LICT 9`4m MANABLOC 9-8. 1 PLACE.PER COUNTY CHASE r PANEL RARD OF RIVERSIDE BLDG 1 0 8, CD REQUIREMENT. MIN.. ;D 0 .......... VENT THRU ROOFNE j F- 0 REUEF VALVE OPT.UPPER Ir _ I ;D I PANTRY j WDISCHARGE --- P 0 10E 'FElAkILILATOPIO'DEL W A I CABINET �rVHE 0'AI PIER CY .-L.-I v 2, L�_ T GNDC3,3E-ANSI#Z21.88-2000 4,6 L j C.i� TUB BATH 2 PROVIDE 100 a) CPC SEC.BOBS 0 +12"RAISED COLD WATER 9 0,CLO. SD.INCHES HEARTH I j1 RECESS BOX MT. NC. 0 / PROVIDE SHEET METAL CAP -VOL 7-41 B13NEATH)WIGER HEATER 4 4• 4" OF FREE VENT -0,CU3. 4' A R 4'-1 AS &W No b 4; 8'-0"HI I'D DRYER M&UP AI SOFFIT w R PROVIDE TIGHT-FITTING ;D zo DIRECTO +36'HI HARDBOARD DOOR 18*H 4'THIN. PAN BE EXT. D PLATFORM 14'xB*COMBUSTION LOW WALL WISE]FD PI Lyy RCOB AIR VENT-M. TOP SOT.E XC.3 1997 C.B.C. z 0.THROUGHOUT USEABLE --- UNDERCSIDE�01`STAIR (IMR. ONST)CBC 1 OW.3.3.9 z 2X4 PROVIDE PROVIDE 5/8'TYPE•*X"Gyp. ui STUDFLATrSHELVES PAN AND SDMRffAllyN SO 4 3'-0' 3--l' B FOR WASHER 4r Q -0'AT 6 AT LU TO ATTAIN f U) DO _a. _G S,_, 7 '6' ` I 3­8' 3`4' 61-10, �_Q� W-6 -�-f2 E"X'GYP.WALLBOARD io TO A ATTAIN I HOUR FIRE PROTECTION ON THE )'-4- 4'4' a 2�. ID I to -.1 OF C IUNG PER C.B.C.302.4 ui M. BDRM. D;N' PAID TAB LE7�CW 21. +39w,HL ------ AN ALTERNATIVE, M E .1 I I N 7-0-CLG. C-1. RM4 CHANNELS I MAXIMUM LOW WALL CARPET OR 2X FURRING SPACED A OF o _LIVING ---- 8"ON CENTER AT THE CEILING. < LOFT/OPT. CL.]1 RAILING o'.11 CEI I FOR THE RATED CEILING __GAS METER TE, -0 (VERIFY LOCATION) L-..A BDRM. 4 T DRAWINGS o 91-0*CLO. ON) LL =--CLG MM' UNE OF 2ND �2&O.O'MPS) R.R.ARV. 2h WALL__� cl) S'WIDE STEM UD- SELF C3 z uj ABOVE 0 POTSHELF ENTRY A: OR --0CLG 3:L WDR. TILE 't F)L V-0,c Lo 0 o 'A 11 c\1 _j ------------ 1650 FX !Is 0 OF 2ND MV. 0 0 ------------------ 3'-0 L .-o. I F- Z u- 2-6- 2'-4- [11-108 2'-I1' v- - LLI L% 0 W b, CONC� FP-OR-CH CONIC. TO DRIVEWAY 00 EMS BY OTHERS T_ I- cc SEE EXT. cf) L 7---------------- 7 7-- 7 ui 4'-2- '-2' 2'-2�2 fV, STUCCO COLLUMN ­0 ­0 U) z SEE EXr.ELEV 13'-4' 4'-4- 3­6' 3`8' 2'-10' 2`10' 14'-8' 11-61 11-111, 16'-2' 2'-3- 0 0 0 STUCCO,ARCHE WALK 20'-4' 21'- • SOFFIT -MLOrIFIERS 00 cr U) Ln SEE EXT.ELEV38,_ (<) Lu @) M W 0 LLJ O 1: 9; z rL Fn UJLJ x L2 _j NOTE:REFER TO DIAL AND LANDSCAPE W DWG'S.BY OTHERS,FOR ALL DRIVEWAYS z FENCE AND SIDEWALK LOCATIONS, 0 uj z uj < _j SCALE: 1/4" ,fD LOWER FLOOR PLAN - 924 SQ. FT. �&.� Q. y UPPER FLOOR PLAN - 1256 SQ. FT. IT3 ATArA� ;%wo.s. T. -748'STUCCO OVER MTL LATH FIR NAILED 1. PROVIDE ATTIC ACCESS OPENING MN READILY 4. HEARTH EXTENSIONS OF AN APPROVED FACTORY-BUILT B. MOISTURE Xa1OTD1TjHCET1BUILDING FO1 CGLOATHII DRYER SHALL TERMINATE 13. EXTERIOR WALL ASSEMBLY m� D SHALL BE EQUIPPED WITH E WD114M RESISTIVE WRIER MIN. I& FIREPLACE SHALL CONFORM THE CONDITION OF LISTING DUET ULDIN N R OVER DOUBLE R F W 2 16*D.C. WALL KEY ACCESSIBLE WITH A 30 HEAD M ON THE DRAFT DAMPER.A TOTAL CNINED HORIZONTAL AND 1PRECTEDOFIDL. R X4 SAID AT ACCESSIN AL -SPACES WITH A MINIMUM VERTICAL AND THE MAN FACTURER'S INSTALLATION INSTRUCTIONS. A WKI C FA RER�S rUNPL-ESTS'NOTED OTHERWISE). 30�ATTIC 1 5.1. U3102.5.1 AND 3102.5.2 VERTICAL LENGTH SHALL NOT MANU T, PROJECT HEIGHT OF CBC SECTION 50 CBC SECTION EX TERIOR WALL ASSEMBLY-1/2*GYP.BD.OVER 2X4 SAID AT 16"D.C. MANAGER RECOMMENDATIONS OR 14 FEET UNLESS A LICENSED ENGINEER CAN (UNLESS NOTED OTHERWISE). 2. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM 5. PROVIDE COMBUSTION AIR TO FORCED AIR UNIT PER UMC SHOW AN APPROVED ALTERNATE DESIGNED SYSTEM.CMC SECTION 504.3.2. NET 0 ENABLE AREA OF 5.7 SQUARE FEET. E SD, CLEAR P SHALL 14, PROVIDE A TPI VALUE FOR THE WATER HEATER.(CPC 5053). INDICATES LOW WALL DESIGNER MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION THE SECTION 318 AND CHAPTER 7 AND TO WATER HEATER PER 9. NO BUILDING SEWER mAjRR OTHER OTHER PIFIINGE AOIRPRIARIFTHARRIDUFSE BE 24 INCH MINIMUM NET CLEAR OPERABLE WIDTH C.P.C.SECTION 507.3. CONSTRUCTED SD. DIMENSION INCHES.THE 20 INCHES WHEN WINDOWS AREUNDER A BUILDING SHALL BE INSTALLED UNDER OR WITHIN 15. PROVIDE A GUARDRAIL FOR ALL LINEN CLOSED FLOOR AND ROOF OPENINGS, 2 x 4 STUD WALL (jLR WITHE IF SHALL ANY BUILDING OR STRUCTU&DR LESS THAN C MORE THAN 30"ABOVE GRADE OR DATE SECTION 71&3 RESIDENTIAL PROVIDED AS A MEANS OF ESCAPE OR RESCUE THEY L OW r ONE BALCONIES OR PORCHES.WHICH ARE C HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES 6. PROVIDE BOLLARD PROTECTION FOR WATER HEATER PER UPC H_SURFACE OF THE GROUND. FLOOR BELOW.MINIMUM HEIGHT.36'FOR RESID AL -04 ABOVE THE FLOOR. SECTION 510:3 AND MECHANICAL EQUIPMENT PER CMC 5 21 OR.CBC SECTION 310.4. SECTION 3D8 INTERMEDIATE SHALL BE SPACED SO A 4"SPHERE CANNOT PASS 2 x 6 STUD WALL 3. GLAZING IN DOOR AND WINDOWS SHALL BE PROVIDED WITH 10. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. THROUGH.<BDR5A01L9SI> JOB NO. TEMPERED GLASS S EQUIRED IN C.B.C.CHAPTER 24 7, PREFABRICATED METAL FIREPLACE SHALL BE CONSTRUCTED CPC SECTION 313.2 04-03 AS R INCLUDING:GLAZING IN BATHTUB AND SHOWER ENCLOSURES AND INSTALLED TO MEET THE REQUIREMENTS OF THE MANUF,AND 16. FIRE BLOCKING AND InMR 2 x 6 PLUMBING WALL AND GLAZING IN ANY PORTION OF A BUILDING ALL DUCTS PIPES CHIMNEYS AND FIREPLACES SHEET ES COMPARTMENTS WERE THE WALL REQUIREMENTS OF THE MECHANICAL CODE. OPENING FLOOR VENTS, ��6E FIREBLOCKED WITH ENCLOSING THESE B METAL C SHALL BE ANCHORED AT EACH FLOOR AND ROOF AT R NO EIL:H THE GLAZING IS LESS THAN 60 INCHES 30 MM it. WATER CLOSETS(TOILETS SHALL BE CERTIFIED TO USE A MAXIMUM POT SHELF TWO C 3.2 A-LrALL OF 1.6 GALLONS SH. "2 39.Ill CONCEALED SPACES IN_ EXPOSED EDGE OF PS O.;D_7 DNCODMEWFSRTEBLLO'CKMING�RZMO-CF:BC 71DWERV ABOVE A STANDING SURFACE AND DRAM INLETOLRAZWINHGEIN THE D OF THEBYHIMNEMY"kSTE ATION 2.PROVIDE OCT FIXED OR OPERABLE PANELS ADJACENT To A 0 RE AND LED WITH NOT LESS Tr SIX 8d HAI�.PER STRAP AT EACH BOTH HOIZON'TALLY ANDVERTICALLY PER CBC 708.2.1.1. EXP JOIST. 102.6)Tr THE NEAREST OSED EDGE OF THE GLAZING IS WITHIN,A J . C SECTION 3 SECT.106 RC- 1.1 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR N A 12. S WERHEAD SHALL BE CERTIFIED TO USE A MAXIMUM OF 2.5 GALLONS TRUSSES'SHALL BE DRAFT STOPPED SOFFIT LIMITS POSITION PHERO MINUTE. 17. FLO _T'EUENG.A.S".MFSLyE*r1TH CONCEIVED SPACED DOES NOT EXCEED 1000 CLOSED AND WHERE THE BOTTOM EXPOSED EDGE 11,%R THE IN ON*OPEN OF THE GLAZING 15 LESS THAN So INCHES ABOVE THE SQUARE FEET.THE DRAFrSTOP SHALL DIVIDE THE CONCEALED SPACED INTO WALKING SURFACE,GLAZING IN WALLS ENCLOSING STAIRWAY APPRO XIMATELY EQUAL AREAS PER CBC 708.3.1.1.1. LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF ALL PENETRATIONS OF THE DRAFT STOP SHALL BE SEALED) SHEET: OFi STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE. DO NOT SCALE PRINTS CAD FILE.2180AI O O - � o 0 N V O PROVIDE AN APPROVED N (3) RAIN-PROOF CAP. U � O r� — p 30 � c 4 12 DUCTMETAL EXHAUST 12 4 ® O cd U •N TRUSSES BY OTHERS - (a cli PLATE LNE_ _—_T�PLATE Uff DN 16R 3 C C� •jam Y WIRE SH ---- N V G rA m Lu - 6080 BI-PASS AFCT I r ___ E m BDRM 3 LAUNDRY M. BDRM m'' X ---- Q c PROVIDE A CLEANOUT .-----j------, THAT IS ACCESSIBLE : WITH THE DRYER IN PLACE.PER COUNTY 1IORYER:!:WASHER: ---- OF RIVERSIDE BLDG I �� AFC B SAFETY REQUIREMENT, ---- ` 2ND FLOOR LANE - 2ND FLOOR UN a PH BDRM. 4 21ATE LINE TOP PLATE UNE _ _ _ HOT AFC I m N K Ckl N GARAGE " "c � 4050 SL Q m I IST 1ST FLOOR_}UNE_ I�/ _ :I_ _ _ _ _ _ _. _ __.__CONC.FLOOR UNE OPT. BDRM. 4 0co ISOMETRIC FOR DRYER EXHAUST DUCT ir REFER TO BASE PLAN SHEETARC-1.1FOR ADDITIONAL NOTES AND DIMENSIONS. w m g ULJ DOMESTIC CLOTHES DRYER SHALL BE PROVIDED EITH 4'-INCH DIAMETER MOISTURE EXHAUST DUCT ¢ c THAT TERMINATES OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS. o m THE MAXIMUM TOTAL VERTICAL AND HORIZONTAL LENGTH SHALL NOT EXCEED 14 FEET INCLUDING TWO 90 DEGREE ELBOWS. IPROVIDE A CLEANOUT THAT IS ACCESSIBLE WITH THE DRYER IN PLACE.OMC 504.3.2. m a Z w O 2 OD Oz Z Lo Q J N U Z LL Q ~ J Z H � W O O cr a W > w pw Q O = (L z Q _j W w J Lu F p w Z ¢ O Y wJ U ? :�;aaE o�.o;e uo I w.niadev"enPonon.we":Her FF xry wrt AB'�£M .w T €3rwas o .TU-. mp... AA ... o PROJECT MANAGER SD, DESIGNER SD. DATE 5-21-04 JOB O. ( z 04-03 SHEET g RC- 1w1A OPTIONAL PLAN SCALE: 1/4" = 1 SHEET: OF: DO NOT SCALE PRINTS I� q CAD FILE:2180AIA O O r O O 38•_p. Wi d' 38 -D' 04 O N 13'-4' 6'-4' 1�8' 5'-4' 5'-6. 3'-6- 5'-4' iTJ'-.H' 6'-4• i ^ O 2'-11' 2'-10' 2`10' 2'-11' 8'-6' 8'-10. V r O I eo "y �--- N ! � c i 00 O O- �i WALK-IN li �I BDRM. 3 I1 i N U E ui BDRM. 2 W J uu -a j © DINING FAMILY Q ^ 0O q ® !I I KITCHEN 7 C a O m _-_ OBATH-2 HALL O omN m N m0 Lu -- I--`--k--'--1 MBA ---- SS= }m m W ---- N J pp Z Q ---- W M. BDRM. j --- 0 ---- O N ---- W ---- L0FT10PT. --- LIVING w ---- BDRRM. 4 a ---- o m o LL _--- GARAGE ---- NQ® C3 v, Z W - - ENTRY J 0. p -------- ------- I I O a _ PWDOD I � Z N - 1 m -- -� O Q N J cc 1 -I- -----------------+---- LL C Z u. j I o a Q V J m I PORCH CC) Q � r Z 1 —= - ----------------- W 2'-10' 2'-10' 3'-8' 3'-B' -2'-2' 11'-4' 4'-2' 12-3' 16'-2' 1'-11' 1'-8'' 14'-8' 1'-e', 0 /0 Q 9'-10' 13'-0' t 21'-2' 20'-4' 17 8'- 00 V/ MID N W Ow r Q ° = a Z z 0 Xw REFER TO BASE PLAN SHEET RC-1.1 FOR i ADDITIONAL NOTES AND DIMENSIONS. , � ` WJ 0 ILi1�l-� _ O Y W (� i UZ UPPER FLOOR PLAN — 1256 SQ. FT. LOWER FLOOR PLAN — 924 SQ. FT. SCALE: 1/4" _ —O" WALL KEY o 0 0 ©zao. .aM Ess o PROJECT MANAGER O INDICATES LOW WALL SD. DESIGNER 2 x 4 STUD WAIL E SD, DATE 2 x 6 STUD WALL 5-21-04 JOB NO. ® 2 x 6 PLUMBING WALL 04-03 SHEET POT SHELF 71 SOFFIT LIMITS SHEET: OF: DO NOT SCALE PRINTS CAD FILE:21BOA1 n N'' O O O O N � «. r N CI7 � N O i N CA ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, V ti O SINGLE-PHASE,15 OR 20 AMPERE RECEPTACLE OUTLETS OR, IN DWELLING - 3 O_ UNIT BEDROOMS SHALL BE PROTECTED --- O BY MI ARC-FAULT qq!RCI IT II R'RMPT 1999 NEC 210-12(b).TYP. ® � • SINGLEDEDICATED POWER -0 lC •(p SINGLE PHASE FUSEABLE V •; WW,,pp --------------- DISCONNECT FOR A/C y_ _ �•.F_, +72r H.B. ® 1 2 "� BY MECH.S FINE.ROOK UP _ I _ BY MECH.SUBCONTRACTOR J OT AFC , L. O 0 0 i qp it 1 ` ,i_____________ 1/2 O.F.I. I HOT : '. G.F.I� w' i li WALK--IN 11 PROVIDE FLUOR,UGHTS W O V Q BDRM. 3 n y-_ 4 UNDER UPPER CABINETS. N U w 'G.F.. W.P. PH w PH II ' G.F.I. _`BDRM. 2 - \ 0^ -� AFC /'' 1 2 ' AMLY DIN PENO C.F.I. G.F.I. G'*Tj O� � / '� -�_ - oil 4% O G..I. LL l7�_ S E , BATH 2 5 F.I. 3• M. BATI 1 ® \ + ' -.1R�J' F.C� U 1,\)C(, KEY FL Ii -a. FL 11a F.G. POV EOW H TU A Th O /_ CHIME LU F.G.F I' --- ®• +72 .. FALL --- =]- x ' m - $O0. AFC - ®� a \ - -- 20'-0•LONG ZCON y AMPELECTRODE M-- \ . BDRM. 'AU_CABLE TV AND PHONE LINES W - DOOR PER GARAGE TO BE HOME RUNS' $ AFC `\ LIVING -_-- DOOR OPENER W a LOFT/OPT. MAMPS FOR 1 2 ' i a o 0 HOT BDRM. 4 -- - CAS METER o `� III., (VERIFY LOCATION) �LEC.METER 5200 AMPS) co GARAGE (SIMPLER OUTLET) (VERIFY LOCATION) JH' .�"--1. OLIILETGFOIR PTDTO GAS DE ALDER C R LINES NO WITH BOND BE SWITCH -�__ �� BELOW - � II OUTLET F TIMER SEE DETAIL 3I T ® CD Z w`\ I' VALVE OFF 'r+H.B. AFc AFC = ENTRY \ O 00 O 71 ® T I ADDRESS UGHT z '. � (LOW VOLTAGE) - --------------- Q 04 J a ------------------------- -1 Q U Z Q I � O Q w PORCH i/ co J U O Z r� LL1 _ T � ------ ----------, -- -- - N H I- U)- ---'--._... ------L-� I VJ Z O O Z 0 Ln w > Itils��"4 Q � o UPPER LEVEL PLAN LOWER LEVEL PLAN J Q oo w � = °C z � ELECTRICAL / UTILITY PLANS SCALE: 1/4' = 1'-0" Q w UJ ELECTRICAL NOTES: E) OUTDOORS:AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE PLUMBING NOTES: MECHANICAL.NOTES: J Z CI LEVEL SHALL 10 52(e)INSTALLED AT THE FRONT AND REAR OF THE OWEWNG. 1 ANCHOR OR STRAP WATER HEATERS TO RESIST EARTHQUAKE MOTION. 1. ALL DUCTS PENETRATNG R-3/U-1 OCCUPANCY flREWALLS 7. AIR COIXJNG COILS LOCATED IN THE ATTIC SWILL MVE SYMBOL LEGEND Y LI.I J 1. ALL 125 VOLT SINGLE-PHASE 15 AND 20 AMPERE RECEPTACLES INSTALLED CPC SECTION 510.5. SHALL BE MINIMUM 28 CUAGE GALVANIZED SHEET METAL ON A SECOND WATERTIGHT PAN INSTALLED BENEATH THEM `^ Q OUTDOORS WI(ERE TFIERE IS T)IRECT GRADE LEVEL ACCESS,SHALL HA OUNO- S. SMOKE DETECTORS SHALL;BE INTERCONNECTED TO SOUND AN ALARM IN ALL GARAGE SIDE. CBC SECTION 3(12.4. PER CMC 1106.10 d 1108.12. ® v/ U Z F T UIT INTERRUPT P TE INFO NN C C 210-6 SLEEPING AREAS OF THE DWELLING:BE INSTALLED IN EACH SLEEPING ROOM AND 2. WATER OUTLETS WITH HOSE ATTACHMENTS AND HOSE BIBBS MUST HAVE J 2. ELECTRICAL OUTLET BOXES ON OPPOSITE SIDES aF THE GARAGE-DWELLING IN THE CORRIDOR OR AREA GANG ACCESS 70 EACH SEPARATE SLEEPING AREA AND APpgOVEp NONREMOVABLE TYPE BACKFlAW PREVENTION DEVICES INSTALLED. 2. HEATING AND COOLING EQUIPMENT(INCLUDING WATER o RECESS WATER Fl�RATED WALL SHALL BE SPACED AT LEAST 24 INCHES APART FgRIZONTALY BE EQUIPPED WITH A BATTERY BACKUP AS PER CDC SECTION 310.9.1. CPC SECTION 503.3.7. HGTERS LOCATED IN A GARAGE SHALL BE INSTALLER BOX LOCATION CEILING FAN ST- ® SO THA1'THE PILOTS OR BURNERS ARE AT LEAST 18 CEILING ANO HAVE STEEL OR RATED PIASTIO BOXES PER CBC 709.7 9. A DEDICATED 20 AMP CIRCUIT IS REQUIRED TO SERVE THE REQUIRED BATHROOM 3, PROVIDE MINIMUM OF 1//4'PER FOOT SLOPE FOR HORIZONTAL DRAINAGE ABOVE THE FLOOR LEVEL CMC SECTION 503.1.3. O IX'Fµ MOUNTED °�xc��xE"rn°Oi"F"""�°"0��"PiE'"c 3. MAIN SERVICE PANEL ELECTRICAL LOAD CALCULATIONS SFWl CONFORM TO CEC 220. RECEPTACLES PER GEC.210-52. PIPE.CBC SECTION 71eS.1. �.� UGM FIXTURE r cmoo 3'k aaSp8 x9 10. PROVIDE CONVENIENCE OUTLETS A MAXIMUM OF 8 Fi,FROM OPENING AND 12 Ff. 3. EXHAUST FANS REQUIRED IN BATH AND OR LAUNDRY ROOMS N CABLE UNDEERR CACAB8INET ° 4. PROVIDE GROUNDING AT SERVICE ENTRANCE TO COMPLY WITH CEC 250-81 OR 250-83. 4. NO VENT FROM INDIRECT WASTE PIPING SHALL COMBINE WITH ANY SEWER MUST CONNECT DIRECTLY TD THE ODE AND MUST LOCATION FUIORSCENT LIGHT q�Se0•T'r�nf APART.THE MINIMUM WALL SPACE IS 2 FT.AND MAXIMUM KITCHEN COUNTER TOP '"�10ff 11ffllxa r'". ut2"xY°d4" CONNECTED VENT,BUi SHALL EXTEND SEPARATELY TO OUTSIDE MR. PROVIDE 5 AIR CHANGES PER HOUR.CBC SECTION 1203.3 P Me'Ue 5. FIXTURES IN CLOSET SHALL MAINTAIN 1B'CLEARANCE FROM COMBUSRBL6.CEC 410-8. DACE IS 12 INCHES WffHOUT MI OUTLET.<E210-B> CPC SECTION 803. /PH TELEPHONE y+ ELECT SWITCH 11-° ;i,°1°�'i"°'"TAX511.""0L0 6. PROVIDE GFI PROTECTION PER CEC 210-8 c. 11. PROVIDE GROUND-FAULT CIRCUIT-INTERRUPTERR(G.F.C.I.)FOR OUTLETS IN BATHROOM, 4. A WARM AIR FURNACE INSTALLED IN AN ATTIC OR FURRED """m cda' () IN KITCHEN WHERE RECEPTACLES ARE INSTALLED TO SERVE COUNTER TOP SURFACE, 5. CLOTHES WASHER STANDPIPE RECEPTOR SHALL EXTEND BETWEEN 18 AND 30 SPACE SHALL COMPLY WITH THE FOLLOWING PER C.M.C. CHIME DOOR BELL yrj' ELECT SWITCH X"°"n. n"" 7. PLACEMENT/SPACING OF ELECTRICAL CURETS: IN BfSEMEM,IN GARAGE AND FROM AND REAR OF OUTSIDE OF BUILDING.<E210-8> INCHES ABOVE ITS TRAP. THE TRAP SHALL BE BETWEEN 6 AND 18 INCHES SECTION 307.3 CHIME THREE WAY ABOVE THE FLOOR.CPC SECTION 804.1. PROJECT MANAGER A) GENERAL'OUTLETS SHALL BE INSTALLED SO THAT NO POINT 12. PROVIDE UFER GROUND WITH BOND TO GAS AND WATER LINES.<E250-8> A) A MINIMUM WOO"ATTIC ACCESS. DOOR BELL 64 ELECT SWITCH ALONG THE FLOOR UNE IN ANY WALL SPACE IS MORE THAN B. PRESSURE TEMPERATURE RELIEF VALVES SHALL TERMINATE OUTSIDE THE -0 P.B. BOTTOM FOUR WAY 30, 6 FEET FROM AN OUTLET IN THAT SPACE,INCLUDING ANY 13. ALL BRANCH CURLERS THAT SUPPLY 125-VOLT,SINGLE-PPo�SE,15 OR 20 AMPERE BUILDING INWITHINMAY 8 TO 24 INCHES OF THE GROUND AND POINTING DOWN. B) A MINIMUM 3HEVER AND EAT WIDE S SIZE OF WALL SPACE 2 FEET OR MORE IN WIDTH AND THE WALL RECEPTACLE OUTLETS INSTALLED RI DWELLING UNIT BEDRO SHALL BE PROTECTED SUCH DRAIN MAY TERMINATE AT OTHER APPROVED LOCATIONS.CPC SECT.806.5. TO THE WHICHEVER IS GREATER,PASSAGEWAY SMOKE LLCM FlTTNTE DESIGNER BY AN ARC-FAULT CIRCUIT INTERRUPTF3i.2001 CEC 210-12 b). TO THE FURNACE AND CONTROLS. �A0. DETECTOR WALL MOUNTED SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS,BUT 7. CLFANOUTS SHALL BE PLACED INSIDE THE BUILDING NEAR THE CONNECTION SD. EXCLUDING SLIDING PANELS IN EXTERIOR WALLS C.E.C.210-52(c). 14. PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BETWEEN THE BUILDING DRAIN AND THE BUILDING SEWER OR INSTALLED OUTSIDE C) THE FURNACE SHALL BE LOCATED NOT MORE ELECTRICAL LIGHT Fl%TI1RE DATE B) KITCHEN COUNTER TOPS: RECEPTACLE OUTLETS SHALL BE THE BATHROOM RE THE OUTLETS.SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THE BUILDING AT THE LOWER END OF THE BUILDING DRAIN AND EXTENDED TO THAN 20 FEET FROM THE ATTIC ACCESS. JUNCTION EOOiM1ST FAN h 2001 CEC 210-11 c 3. GRADE. CPC SECTION 719.1. LIGHT COMBO. �J-21-O4 INSTALLED A7 EACH COUNTER SPACE 12 INCHES OR WIDER, D) A LEVEL WORKING PLATFORM 30 INCHES IN DEPTH 1�2 DUPLEY OUTLET RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG 15. OUTLET BOXES OR FORNGS INSTALLED AS REQUIRED BY SECTION 370-23 SHALL BE B. GAS PIPING SHALL NOT BE INSTALLED IN OR ON GROUND UNDER A BUILDING. IN FRONT OF THE ENTIRE FIREBOX SIDE HOT FUlf HOT LIGHT FIXTURE JOB NO. THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE PERMITTED TO SUPPORT FIXTURES WEIGHT 50 LB.OR LESS. A FIXTURE THAT WEIGHS CPC SECTION 1211.3. FLUSH CAWS O4-03 OUTLET IN THAT SPACE ISLAND AND PENINSULAR COUNTER TOPS MORE THAN 50 LB.SWLLL BE SUPPORTED INDEPENT OF THE OUTLET BOX UNLESS E) A PERMANENT ELECTRIC OUTLET,A UCHT DUPLEX OUTLET 12 INCHES OR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE THE OUTLET BOX IS USTEO FOR THE WEIGHT TO VSE SUPPORTED.2001 DEC 410-16. 9. PROVIDE BONDING FROM COLD TO HOT WATER PIPING TO COMPLY WITH FIXTURE CONTROLLED BY A SWITCH LOCATED AT THERMOSTAT SHEET SFO EACH EPARATED FOUR FEET OF COUNTER OUNTEEFR TOAP.C OR SINKS SHALL 15. 0 I L G M E AC D S NO POI CEC SECTION 250-80. BE ATTIC D PS6 NEAR AND A FUEL GASH B SHALL S.240, DUPLEX OUTLET OT WALL MOUNTED BE CONSIDERED AS SEPARATE COUNTER TOP SPACES, ALONG THE FLOOR UNE OF ANY WALL SPACE IS MORE THAN 8 FEET HORRONTALLY 10. NO DOMESTIC DISHWASHER SHALL BE CONNECTED TO A DRAINAGE SYSTEM OR 220 VOLTS RECEPTACLES ON KITCHEN COUNTER SWILL BE STARTED WITHIN 24' FROM AN ELECTRICAL OUTLET PER CEC 210-52(c)1. FOOD WASTE DISPOSER WITHOUT THE USE of AN APPROVED DISHWASHER AIRGAP 5. DOMESTIC CLOTHES DRYER SHALL BE PROVIDED WITH A MIN. Wp DUPLEX OUTLET -E KEY GAS VALVE KEY OF THE WALL OR COUNTER EDGE AND SPACED NOT MORE THAN 6, ONE 20-AAUP EELAE£CTRICAL CIRCUIT SHALL BE PROVIDED IN THE LAUNDRY AREA PER FIRING.CPC SECTION 807.4. 4 INCH DIAMETER EXHAUST DUCT AND TERMINATE OUTSIDE THE �GFI WATERPROOF 4B'O.C..C.E.C.210-52(c) CEC 210-11(c)(2).THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. 11. IN SHOWERS AND TUB-SHOWER COMBINATIONS,CONTROL VALVES MUST BE BUILDING AND SHALL BE EWIPPED WITH BACK-DRAFT DAMPERS. GROUND FAULT F.G. FUEL AS R C 1•2 PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES.CPC SECT.420.0. THE MAX TOTALVERTICAL AND HORIZONTAL LENGTH SHALL NOR C) BATHROOMS:AT LEAST ONE WALL RECEPTACLE OUTLET SHALL BE 7, IN THE KITCHEN TWO OR MORE 20-AMPERE SMALL-APPLIANCE BRANCH CIRCUIT SHALL ® EXCEED THE 14 FT.INCLUDING TWO 90 DEGREE ELBOWS.<MO908,0504> �AFC CMIRCCUR INTERRUPTER -P H.B. WATER HOSE BIB INSTALLED IN T}i€BATHROOM ADJACENT TO EACH BASIN LOCATION. BE PROVIDED PER CEC 210-11(0)(1)@ 2f0-52(a). ® 6. VENTING SYSTEMS SHALL TERMINATE NOT LESS THAN FOUR FELT HORIZONTALLY C.E.C.21D-52(d) 12. KITCHEN AND BATHROOM FAUCETS WffH A MAO(IMUM PLOW RATE OF 2.2 GALLONS COLD WATER D HALLWAYS:HALLWAYS 10 FEET OR ME IN LENGTH HALL HAVE 18. CLOTHES DRYERS AND ELECTRIC RANGES SHALL HAVE A 4-WIRE GROUNDED ELECTRICAL PER MINUTE PER CPC 402.8 FROM,AND NOT LESS THAN ONE FOOT ABOVE A DOOR, AN OPENABLE WINDOW G.F.I. DUPLEX OUTLET C.W. LOCATION SHEET: OF, AT LEAST ONE RECEPTACLE OUTLET.S.E.C.0 210-52 h OUTLET PER CEC 250-13B. OR A GRAVITY AIR INLET INTO A BUILDING.2000 CIVIC 506.5. GROUND FAULT CAD FILE:21BOA2 0 0 T O BATH 2 04 ® -------------------- M.\BA-TH HALL �L N ZZ --_- U0)m M. BDRM. VFY In ---- VERIFY LOCATON O nOf io �LOFT/OPT. ---- LVING N0 > OE BDRM. 4 GARAGE m O Lu cd=W i T m C LL i B+ ENTRY i d 2040 FX 2040 FX 2040 F% -T--'r - �'--- = -T--------------------I - -'--- ELE'/. of V \ ; 18'c 7'SECT.GAR.DR. I STUCCO STONE VENEER ------ -- ------ - I SEE EM NI� L-------------------J I 1.FX. m m m i L ----- - 5050 SL ------ ; TEMP.GL --1----------}---------- � S DRAW 2020 FIT. -.. �. PP MEMBRANE NNE WOOD RAIL TEMP GL i S EXT.ELEV. ro SEE EXT.ELEV. PORCH 9'-0'STUCCO m c O } b c CLO. 22'S0.STUCCO STONE VENEER m CONC. COL BASE W/STUCCO STONE CAP STUCCO SOFFIT m m i i '� m .I - SEE OCT.ELEV SEE EXT.ELEV. CONIC. 00 LOR EWAY T Tr BY OTHERS r -- --------- ------- --- I -.._ — N - -- - L ---L-----.---- ---------�--- J 2Xf FOAM TRIM AT TOP k BOTT.0 E i7 3' _p'T,3• ! �' TYP TYP. BY OTHERS TYP. NP. 1 Z 2'_2• p'_B• I 8'_g• 2'_2• 31_8• 8,_8• g,_g• TAPERED STUCCO COL W STUCCO�O/ -- '-8' 6'-9' I1'"6' 8_`0' '-3'1'-11' 18'-2' _— 2-� O ar— 21'-2' 13'-0' 3'-10' 22 S0.SNC STONE,VENEER COL.BAS -- - W/STUCCO 0 TRIM-TYP. 17'-8' 20'-4' r > -- SEE EXr. NOTE:REFER TO CNIL AND LANDSCAPE w E DWG BY OTHERS,FOR ALL DRIVEWAYS AND SIDEWALK&FENCE LOCATIONS. Q 6 c REFER TO BASE PLAN SHEET RC-1.1 FOR ADDITIONAL NOTES AND DIMENSIONS. - UPPER FLOOR PLAN LOWER FLOOR PLAN Na® z co 00 o BATH H 2 v M. BATH UND II U �r- � -- , HALL - - -------------- QZ u- Q� �-=co W M. BDRM. ERFYVE LOCATIONZ LOFT/OPT. LVING O O BDRM. 4 fr (n GARAGE w 2:wm0 wa• r Z OFFrr ` ENTRY � 4050 SL 040 FIT. \ , o i' LLI 16'x 7'SECT.GAR.DR. Q J W I \\ o' LLI --- - Q----I-------- L--------------------J BRICK VENEER r $g 0 ! I L ----- - 8050 SL �- -----J-J TEMP.GL. 3 SEE EXf.ELEV. O Y W J n¢ I --- i— i m 2020 FX. J U Z I /�SUCCO POTSHELF TEMP GL PORCH PE N DRAIN 9'-0'STUCCO m P.MEMBRANE p CLG. a evTn DRAI7"a°ba`wwN..w I I I 1 EXT.ELEV. p CONC. No ".N s I I I 1 B 20'SQ./BRICK VENEER COL. STUCCO SOFFR o (Of� aok"F o �yR2o.E°pE°.` m I i i i i i0 fJIfERXM SEE E1TT.ELEV. ORIVRAY `�� FMl aw * e6EpG"Y oa""" BASE W BRICK VENEER E." (SEE ELEVATIONS " • ._.— BY OTHERS � --�---- -------I---------- --L I o N --�— I �Na•. G L ------ �— J J — ---- --A / ------ -------- --- B'_p. p_3. 3_p'- PROJECSOMANA ER 12'STUCCO COL W/STUCCO 0/ 2'_3' - 1 4'-2' 11'-4' 2'-2' 3'-8' 8'-8' 8'-8' y(4 FQAM TRIM AT TOP&BOR. '-p 15'-8' '-0 1'-11' 16'-2' DESIGNER - 0/20 Sp.BRICK VENEER COL. - (BEE W/BRICK VENEER CAP-TTP. SD 21'-2• 13'-0' 3'-10' (SEE FRIOR ELEVATIONS) 1T-B' 20'_4' r i -- o DATE 3Y�{ - *, NOTE:REFER TO CIVIL AND LANDSCAPE b 5-21-04 _ - -- --- WOOD RNLIGG -- -- -- OWG'S.BY OTHERS,FOR ALL DRIVEWAYS z > JOB NO. '• SEE EXT.ELEV. STUCCO SOFFIT AND SIDEWALK&FENCE LOCATIONS. 04-03 SEE EKT.ELEV. Q REFER TO BASE PLAN SHEEP IONRC-1.1 FOR SHEET ADOITONALNOTES DDIMENSION UPPER FLOOR PLAN LOWER FLOOR PLA ANS. J 2 RC- 1.3 Ifli Si ADDENDA FLOOR PLANS S�ALE: 1/4" _ ''- SHEET: OF: DO NOT SCALE PRINTS CAD FILE:218OA3 o \ U o r O O y ei' N O� N N p) U O C O co w 3 � co 0 N U E W x O V m Z Y O � w Ir � a � � o � m �4 Z W BATH 2 ♦♦♦ ,fi ♦ ;'; M. BATH HALL ♦ ----;, -_ I Q N J -- — :' i L ♦ _ I LZZZ F- W ® ---- ♦♦♦♦ I ---- Q i 0♦ I CC Z FENCE of I ---- ♦ I ---- VERIFY LOCATION- U) j O LOFT/OPT - ♦♦ I m I LMNG ---- o BDR $ ---- ♦ ---- \\ o i ---- i,T\♦♦ ♦♦♦ ---- GARAGE a U W i i I ♦ ♦ I I I LL � � i i + \\ ♦♦ I l > W - � 1 � f i l i vv ♦♦ I I I i � W LE i I li \\\ \♦\ I Q = a I S'-8 SOFFIT \\ ♦♦ j (� c lLI�i ---r1�I z—_o4—o.—FxL,gL,B—-----_2w—o F�x ------ I L 7.1 fI I IIiiIi L—I —ST—UCC-- _Q 5 050 JI♦♦ ENT RY rI-ibo------------- JrII- — me'! OQoAtZ'eQ�a^k b 4sorucaU5 E Se°o x 18'-0•x7.-0 SET.GATT.DR. W ------------ 1s50 F%. STUCCO STONE OULWL'�oo ".oZ TEMP.GL SEE IXfI W ---------- ----------F—i zozo Fx. WZJ O STONE VENEER MP Gl Ja R. ml SE EXT. SLOPE TO DRAIN W.P. E— r S TCCO POTSHELF 'S"EXT.ELEY IF CONC. OwE M J Wl m e OTHERS B E0. CONC WALK f o PROJECT MANAGER BY 1 8'-3' 1'-10' 3'-10' V-8' B'-8' STUCCOOSTONNEE.�� OTHERS 2'-3' _ 1OTHE .I 2'-B' 1'-11' SD. DESIGNER 21'-2' 13'-0' 3-10' ' 20'-4' SD. STUCCO E �EE�SOFFR E SEE DATE NOTE REFER TO AND LANDSCAPE Y DWO'S.BY ALL DRIVEWA YS S 5-21-04 Z > JOB NO. AND SIDEWALK FENCE LOCATIONS. 04-03 REFER TO BASE PUN SHEEP RC-1.1 FOR < SHEET ADDITIONAL NOTES AND DIMENSIONS. UPPER FLOOR PLAN LOWER FLOOR PLAN o RC- 1.3A ADDENDA FLOOR PLANS SCALE: 1/4" _ ,'—o" z SHEET: OF: 00 NOT SCALE PRIM CAD FILE:218OPJA DASHED LINE SHOWN FOR Lc) O 1. STAIR CONSTRUCTION SWILL COMPLY WITH DEC TABLE ROOF AT B&C ELEV. O N0.18 Ah8 AND CHAPTER 10. ���tltltl\(((°°° TYP. r O 5�s 2. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED TO SUPPORT O `` O A 300 POUND CONCENTRATED LOAD PLACED IN A 6% a a , POSITION WHICH WOULD CAUSE MAXIMUM STRESS.STAIR d s - 2 (1) DESIGN LOAD SET FORTH IS SHALL BE N CDC TABL FOR EENO.SA UNIFORM 4 t� N - 3. BALCONY,GUARD AND HANDRAILS SHALL BE DESIGNED TO 4 TRUSSES BY OTHERS O RESIST 20 LBS.OF LATERAL LOAD PER LINEN.FOOT WHEN ._VP LINE cm AT RIGHT ANGLES TO THE TOP RAIL.GUARD& _p��I INF 12 HANDRAILS MUST BE ABLE TO SUPPORT AT LEAST 200 LBS. '4— V O APPLIED AT ANY POINT ON THE RAIL FROM ANY DIRECTION. BATT INSULATION AT _ 4 CIIC TABLE NOASB. CEILING-TYP. 3 O O 4. THE TOP OF GUARDRAILS SHALL BE NOT LESS THAN 38' 1/2'COX DRYWALL Lr IN HEIGHT. A CEILING-TYP. p—♦1 O 5. PROVIDE FIREBLOCKING IN CONCEALED SPACES BETWEEN wig.- IIII BAT o M. BDRM 'i V •� IN uSTAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF i i rn O STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. m 1/2'GYP,BD. I III ae �+yj O DEC SECTION 708.2.1.3. AT WALL TN III f 6. THESE PIONS AND SECTIONS ARE DRAWN AS A DESIGN IIII w' TO TO ASSIST THE SUB-CONTRACTOR IN THE _BATT INSULATION AT O O VJ CL C PREPARATION OF THEIR SHOP DRAWINGS.THESE SHOP co O V ® DRAWINGS ARE TO BE APPROVED BY THE OWNER AND -- --BATT INS LA GARAGE ONLY A TYP. _—-2ND FLOOR LINE N V v E LOCAL BUILDING OFFlCW..THESE PUNS SHOULD ALSO AT WALLS-T P. — BE SUBNffIED TO THE ARCHITECT FOR HIS RENEW FOR 2ND FlAOR LINE LLJ THE GENERAL CONFORMANCE WITH THE DESIGN CONCEPT TOP PATE LANE} N OF THE PROJECT,PRIOR TO CONSTRUCTION. -P1Aff lltlE----- STUCOD 7. SUB-CONTRACTOR TO FIELD VERIFY ALL CONDITIONS SOFFIT X O -% PRIOR TO THE FABRICATIONS OF STARS,HANDRAILS, --r ICI 5/8'TYPE'X'GYP.ED.FOR 1 HR. O AND GUARDRAILS. _ IIIIE CONSTRUCTION AS PER 302.4 U.B.C. = C CARPET 0/ 8. STAIRWAY HANDRAILS: I �` 'I CEILISHALNGS ADINIJACENT TONLIVINO SPACE •~ 1-1/8'TREADS a. MAXIMUM RISE OF B 7• INCHES/4{{ACHES MINIMUM _ I : AND ALL WALLS SUPPORTING THE &1/2'RISERS GYP BD.SHELF AND MINIMUM RUN((TR )OF 9(11•)INCHES. �� —'�`- N II II HOUR OCCUPANCYION SE ARATIOOF N� ARAGE OR 0/J-2%14 D/1/2'PLY W'D IF NOT PRIVATE STAIRWAY OR O.U10) m — STRINGERS BC SECTION 1003.3.3.6. III, b. MINIMUM WIDTH OF 36 INCHES(OCCUPANT LOAD<50) \ ' \\\ WOOD HANDRAIL c. MINIMUM HEADROOM OF 6 FEET 8 INCHES. III FLOOR I 1 BEHIND CD C.B.C.SECTION 1003.3.3,4. / WNC.WRB LINE 1 I d. ENCLOSED USABLE SPACE UNDER STAIRWAY REQUIRES — — — -- ' \ ONE-HOUR CONSTRUCTION ON ENCLOSED SIDE. 1ST FLOOR LINE_ B ��• 9. STAIRWAY HANDRAILS: c a. PROVIDE CONTINUOUS HANDRAIL FOR STAIRWAYS WITH 2 CD \ MORE RISERS 4 OR MORE RISERS IN DWELLING UNITS Ev r\ AND GROUP�M1 OCCUPANCES. III ?T� b. HANDRAIL SHALL BE 34 AND 38 INCHES ABOVE THE m II 1� NOSING OF TIN 1003. CBC SECTION 1003.3.3.8. 1� C III III III I I�Iljl c. HANDRAIL SHALL BE CONTINUOUS THE FULL LENGTH OF II THE STAIRS AND EXCEPT FOR PRIVATE STAIRWAYS AT R �`I�III, II III j�IIIII NTRY �T ONE STAIR RUNHANDRAIL SHALL THAN IN THE DIRE THE IN OF THE STNR RUN NOT LESS THM'12"BEYOND THE TOP yl I I II11 AND BOTTOM RISER. �Z � 10 1I"I II II d. INTERMEDIATE BILLUSTERS ON OPEN SIDES SHALL BE 12 TRUSSES BY OTHERS m CID '4 IIII SPACED 50 A 4 SPHERE CANNOT PASS THROUGH. 4� - -- _ — �I MAXIMUM 6'SPHERE AT THE TRIANGULAR SPACE FORMED 4 tD BY THE RISER AND TREAD. 70P PLATE LNIE Fn F C.B.C.SECTION 509.3. - \ BLOWN INSULATION AT' j Es a THE RANDGRIP PORTION OF HANDRAIL SHALL BE NOT CEILING-TYP. i,: LJ I LESS THAN 1-1/2 INCHES NOR MORE THAN 2 INCHES IN CROSS SECTIONAL OIMENSN)N. 1/2'COX DRYWALL j ¢ S \ C.B.C.SECTION 1003.3.315. AT CEILING-TYP. H a Y. RETURN HANDRAIL TO NEWEL POST OR WALL. < o i l CB.C.SECTION 1003.3.3.8. m m71 m 10'-0' CD 3•_B. m12ND If'I L ATTWALL8T IN LATTOPAT GYP.BD. AT WALL-TYP: 2ND FLOOR LI z WS TAIR SECTION 1SCALE: 3/8" = 1'-O" LOOR UNE—L SES BV OTHEflS —TOP PUTS LINE O O LANE._ TO T_ r^I R\ z r it II I�Ir.1� —III •I N IIII �11 I� m Q Q m r I1;I uIIIII NTRY'i PORCH - (� __ DININ L�n,u Z LL \ Q LANE H Q (T} 1ST FLOOR LANE Z Q W`^ VJ Z p o T- d^ C ELEV. CONC.TILE 0/- 0 U) r \ROOFEA7LINE OSHO FOR 30f FELT 0/ Q ROOF SHFA11``HHING 1 U W 12 TYP. r 12 TRUSSES BY OTHERS �4 12 ( , ❑ 4� TRUSSES BY OTHERS �4 �I 4� LOWN INSULATION AT C ING-TYP. _-_ — — __ _ _TOP PLATE UNE W O W EIL T F?QQ ___TOP PLATE UNE - O 1 cc COX BLOWN INSULATION T ® i1 ATC LNG DRTYR —� ~ Z K x (�,(CEILING-TYP. DRYWALL -i AT CEILING ® III < LLI W ❑ OPEN To B M 2 BA 2 II BDR 4PT m w+3�� J W Z Q m LOFT OPT. M.BATH m m m — _ III — — O Y W J BDRM 4 M. BDRM. —v2 YP.BD. --1/2'GYP.B. A7 ALL-TYP. III "'.�,. J U Z AT WALL-TYP. is BATT INSULATION AT BAT INSULATION TRUS8E3 BY OTHERS `"RtEno°"8!ITIDF nS"{gob NO BATT INSULATION iv FLOOR SPACE ABOVE ` -—-—-_-_--,__ -_=2ND FLOOR U I O °3. ..u°rn auP v°v� AT ANSU-TYP. I AT WALLS-TYP, GARAGE ONLY-TYP. __-2N0 FlAOR LM 2ND FLOOR IJNE— 2NIrO FLWR LINE TOP PULE UNE 84u"1nr'o eQ"n"Are�x TOP PWE UNE _ en}u&°AI"e�RnEev - — stucco uml b"�o INC H-- CEILING r m°s"°w onu 0,00:^" b ! ? s c,_o 1 I I I SOFFIT I I PROJECT MANA4ER c 5/8'TYPE'X• YP.BD.FOR 1 HR. ,.', m Fo F�IEN OPEN TO CON TRUCTN)N AS PER 302.4 U.BA• -- LI NG r CTgV 1 R i I PORCH m A `SD' FAMILY BHA BE INST LLED ON WALLS AND m IL V III � rN W DESIGNER OEILI G8 ADJA ENT TO LIVING SPACE AND HORI OL WAAL P RTIONPOFTING THE ONE GARAGE \ � + SD. - -_ 4 HOU OCCUPA Y SEPARATION. III DATE c 5-21-04 1ST FLOOR UNE J B N0, iv ----- ANC FLOOR 1ST FLOOR UNE / 04-03 1ST FLOOR LINE - '---- SHEET • ` EE ST�RUNRAL ORHAfAMGN30T SIiOWN J RC- 1.4 SECTIONS SCALE: 1/4" = 1'-0" SHEET: OF: CAD FILE:2180A4 O O ul 12 r O 4[ ® 12 O 4 � " 1'-6'Xa'-o• N SHUTTERS W 2x4 SHUTTERS W/2X4 CD 'LOW PROFILE"CONC.TILE -- 1 TOP PUTS LINE _—_—_— BLOCKS BE D-1YP. BLOCKS BE NO ROOF'EAGLE"I.C.B.O./ER-4660 -—---.... TOP PLATE LNE () O CLASS'A'fN Jo/F0.7 D/ D -—' - :` (V p) ROOF SHEATHING O •— � O I @—�ll I I II I O O PROVIDE(161 1 1/2'x16'G.I. I 53 > SCREENED ESAAVE VENTS I I i m /�\ .11M, ATTIC �••) �!_ CQORDINATE LOCATIONS li ROOF AREA'A' BELOW �I LIMED SLOPE-4,12 20 SQ.IN.EA 3 13J6 am. Rl 6E I _—_ _—_ OOC CD STUCCO OVER FOAM YJ -1R' 2ND FLOOR LINE CORBEL(TYP.) OCO OVER86 24"x12C.IW R DORMER 2ND FLOOR DUVER H U �V/A�' •EUG SCREEN OR N'G F 1/41 O PLATE UNE TOP-PLATE LINE N wRESISTANCWkRE MANUF.- J'-ESM24O5PEOR � EOUN, - (125$0.IN.FREE AREA)-TYP. II LINE OF WALL II II BELOW-TIP. 1_6•, MANABLOC PLUM NOGRAW �' VERIFY --PLUMBING DRAWING C _...___..___________________ __ .._._ _ ___ ___ ..______ _________________ _________ ww,, �Q I ® 2• T_8, ® V CD I INR ATTIC S CC No BELOW NFRCAMING� m �LOCATIONS WITH +0' may{ i FOR ACCESS AND ATTIC VENTILATION LJTIIJTY COMPANIES — •V" I 1ST FLOOR 3 4 2• c Ig CONC.CURB LINE -y- F'1' S i5f FLOOR UNF SCROEE,E f91 1/2�6'C.I. II \ ED'EA VE VERIFY FENCE LOCATION OQP�O�R�CCHH AAR�EpAGTIp �----- 5 - 24'X12'G.I METAL HALF ROAN DORMER�— SEE LANDSCAPE DRAWING �•SOP RIGHT �/STItUCT q PLUMS DD 2 L011vER VENT W/9L SCREEN CORRQQSSION- 14'K6'COMBUSTION AIR VENTS ASSUMED FA.M. RESISTANT WIRE MESH OPEN G 1R/4I TOP AND BOTTOM 20 SO.IN.EA CD MANUF.-'C k J"-DM24S.OR EQUN. (125 So.IN.FREE AREA)-TYP. 12 2X6 FOAM TRIM W/ m Ii 1 LZTr L 4 f STUCCO OVER STUCCO SOFFIT AT TOP-TIP. ROOF AREA'B' BELOW BELOW 12 SLOPE-4:12 ^51�{-B -0W� 4 177 SW. _ BLOEHIND TP. TOP PLATE LINE F5 TOP_PLATE NE _ 03 co ROOF PLAN LEGEND ROOF PUN NOTES ATTIC VENT REQUIREMENTS: ZO " 1 2 ROOF AREA 'A' ROOF AREA'B' m INDICATES 4 u12 SLOPE/DIRECTION 1. SEE GENERAL NOTES FOR ROOF NOTES. 1'-6 1f5'-0' co 9 ATTIC MEA 1335 SO.Fi. 177 SQ.FT. 2. OVERHANGS: -,. AT EWE CONDITIONS, PROVIDED: USE 1 30D-HIGH k LOW USE 1 150 BLO KSR BE NDXTIP, LL (unL[Ss NOTED OTHERWISE ( / ) F W NppMA7E5 LOWER DORMER VENT AT RAKE COMOM Q)NS R QUIRED AT UPPER W/REQUIRED INSECT SCREEN. NOTED OTHERWISE) 1/3 OF ROOF AREA) mLU 0 0 / m < m \ / GABLE VENT(5) SQ.IN. SQ.IN. STUCCO OVER W w o 3. SEE DETAIL 1VEN FOR SAVE BLOCK ® AT BOl'f -ttP - VENT LOWER VENTS PROVIDED: AT GABLE SQNN)(S) ( CABLE VMS) a „ T SQ.IN. 4.PER C.B.C.SEC.1505.3-PROVIDE A NET FREE DORMER VENT(S). 375 SO.IN. SQJNN I VENTILATING AREA OF NOT LESS THAN I//300 OF PROVIDED:(HIGH) ((yy DORMER VENTS) (( DORMER VENf(S) 2ND FLOOR LINE W�STUCCO OVER 2XI2 FOAM BAND i CONTROL .. THE AREA OF THE SPACE VENTILATED,PROVIDED AT 125 SQ.IN.) AT SO.IN.) _ 2ND FLOOR UNE' AT LEAST 50 PERCENT OF THE REQUIRED VENTI- UPPER PROVIDED: 375 SQ.IN. 50,IN. - - _LATING AREA IS PROVIDED BY VENTILA70R5 TOP_PLATE-LINE _ _ __ _—_—_—_—_ _- —_—___...—_—_—_ _—_—- TOP PLATE LINE Z W LOCATED IN THE UPPER PORTION OF THE SPACE UPPER REQUIRED: 320 SO.IN. SQ.IN. - - -- ______ TO BE VENTILATED(AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS) EAVE VEN7(S). SQ.IN, IN, 2X6 FOAM TRIM W/ PROVIDED:(LOW) 18 LAVE VENTS) EA VENf(5) STUCCO OVER 1YP, COS ttP. io 7 >- ,-O = T 20 S0.I', AT 20 SQ.IN.)) �l AT TOP-ttP, JOINT-TYP. O ALTERNATE VENT(S). -SQ.IN. IN. El PROVIDED:(LOW) ALT.VENT(5) ALT.VENf(S) 1X3 FOAM TRIM W/ T S0.IN.) AT SO.IN.) STUCCO OVER Q I In .. LOWER PROVIDED: 320 SQ.IN. SQ.IN. AT JAMB-TIP.m 2e o 2 1'-B' 2- 7 (V LOWER REWIRED: 320 SO.IN. SQ.IN. m v � Ip TOTAL PROVIDED: 8&5 SO.IN. 180 SQ.IN. 214 FOAM TRIM W/ STUCCO OVER 0 Q TOTAL REQUIRED: 640 SQJN. 170 SQ.IN. AT BOTT.-TYP. CONTROL Z LL i JOINT-TYP. 1ST FLOOR LINE 15f FLOOR UNE J ROOFPLAN SCALE: 1/8' _ ,'-0" G.I.STUCCO -s x5'-o' U Q z SCREED-TYP. SHUTTERS W 2X4 'LOW PROFILE'CONC.TILE----�, BLOCKS BEHrND-ttP. LEFT ROOF'EAGLE'I.C.B.O. ER-/66D CD CLASS'A•0/30#FEL 0/ ROOF SHEATHING ® 2X8 W'D FASCIA BD.✓r BARGE BD.-TYP. O O 14 Z 12 4 12 DECO.FOAM PIPE CD 4� c� DECO.FOAM PIPE DD 14 2X8 FOAM TRIM W/ 2X6STUCCO FOAM OVER W/—_ 72 4 4 AT TOP OVER A EAM 4 4r 12 W/CHLU STUCCORECESS SOFFff Ey Q ; TOP PUTS LINE_ I w _ _—_—_—_—_—_— TOP PUTS LINE TOP PLATE LINE_—_ _ _ - - -—-—---- _ T-TDR-0F SOFFR TOP P TE LN� U � Q AT HEADER _ AT HEADER v W 12 LLJ 2'-0'X6'-0' 1'-8'1t5'-o' CD I ' O � SHUTTERS W/y( SHARERS W 2X4 2'-0'x5'-10' BLOCKS BEHIND- BLOCKS BEND-TYP. D -2� SHUTTERS W1 2X4 Z a 9 6 BLOCKS BEHIND-TYP.''Ia m TENoI CL -w m m o STUCCO-TYP.-- III OD CD o STUCCO-TYP. c :� m � /� W 14 m = < J Lw 15 STUCCO POTSHELFSHAPE FOAM _ 2X4 FOAM TRIM W/ ���M W/`-- CD ® ST 1000 POTSHELF 15 J W r OVERAT BOIT.-TIP. o W/SHAPED FOAM Z CD W/STUCCO 0// CONTROL AATBOOTTT.-TYP. 12 12 /STUCCO 0/ CD W Z Q CONTROL JOINT TYP. G.I.WALL FLASHING-TYP. 4 2ND FLOOR UNE JOINT-TYP. 2ND FLOOR UN 2ND FLOOR NE / 1 `\\ 4 0' _ 2ND RUN < W Z —_—_._— TOP PLATE LINE TOP PLATE UNE TOP PLATE LINE CD _—_—_ __ 19—_ _ roP PULE LINES Q . ---- -- --- - - --------- CD 1eX8x22 FMM CORBELS IP — — — — — --- — — — — _ / OQ o„ q JE°bc "a ore CD C _ ��__ CD ______. 9 5-10' 5-10 9 ADDfiES3 LIGHT e�)"�Bo_EWgN*{ `P�egM4xre in 2X72 FOAM&WTI W/STUCCO VIER o m. n 9 1e 50.STUCCO COL--- r 2%8 FOAM TRIM W/ e�IF •,�e, :p"^LE,E„mod i m 6 TEMP, l O CD m m W/STUCCO BAND i$ STUCCO OVER m ba�or,6a mc. n TEMI CONTROL ILL JII JOMT-TYP m CD Gam— p w 'Irn v C0 G 2 �� .I •� D2 -- PROJECT MANAGER 1ST FLOOR LIN 15T FLOOR UNE � , DESIGNER { — _. — — I SD, _—_—_ CONC.CURB- r DATE iSf FLOOR UNE I%\\I ICI, 15f FLOOR 8 5-21-04 CONDENSER 1X3 FOAM TRIM Z JOB NO. UNIT LOCATION CONC.STOOP ,9 REAR 4 O JAMB 16'X7'SECT.GAR,DR. FRONT ( `. _ 04-03 CD DD Cp < SHEET J °- RC- 1.5 EXTERIOR ELEVATIONS PLANS GRADE VARIES,SEE CIVIL ENGINEERS SCALE: ,/4" _ , -O" PUNS FOR FlNAL GRADE AND SITE DRAINAGE SHEET, OF, CAD FILE;21i8M 2 14'z18•G.I.METAL GABLE LOUVER VENT 0 c RUG REEN RR OSON-RESISTANTBMESH OPOF1/4 0 -C k J"-LV1418 OR EQUN.(115 SQ.IN.FREE AREA) f 0 12 0 4� ® 12 �4 � 1 FLAT CONIC.TILE ROOF•EAGLE'I.C.B.O.ppER-4660 CUSS H TH 30(F FELT 0/ _ SHUTTER-0' JCOOIM QnL,P N sNunERs w/2x4 CD TOP PLATE LINE_ BLOCKS BEHND-TYP. TOP PULE LINE i (OV ROOF SHEATHING ._. (� r 0 D ❑ B ❑ L SHLRTERS W 2X4 C _� PROVIDE(161 1 1 2'z16"G.I.- I 2X4 FOAM TRIM W/ ® ® BLOCKS BEHINO-TYP. 4C (p ' SCC EEE�NEO FFdd�VpEQpT��� J I STUCCO OVER-1YP oBE ® p... ® =C (� •� /OSOiUCTURAL PLANS I ROOF AREA A' BELOW W m 0 m m Q �SUMED i SLOPE �T (Q I C CONTROL�- 2X12 FOAM BAND 0 .L I 9 2ND FLOOR LINE JOINT-TYP. W/STUCCO 0/ � O Q 2ND FLOOR LINE N L) b^ E RRIDGEGE 1 I TOP_PLATE LINE___._.._ __. _-_-_ F _TOP PLATE LINE N c L LJJ I I LINE OF WALL 0 I BELOW-TYP. MANABLOC PANEL LOCATION �] VERIFY W/PLUMBING-------DRAWING v C I \yl I __________ _______________ ------------ _ _____________________ ____.____ _ VERIFY METER LOCARONS WITH I PROVIDE 22•X30•VENTILATION CUT-OUT J UTILITY COMPANIES {� (b IN ROOF SHEATHING BELOW FRAMING +4' +0" (., I FOR ATTIC ACCESS AND ATTIC VENTILATION �ry� TYP. -! -> 1ST FLOOR& """��II I _ I NC,CURB LINE VERIFY- S 1ST RAOR LINq PROVIDE r9 1 1/2'z18'G.I. BELOW �___�_ RIGHT SCREENED AREA GENT$ �I J VERIFY FENCE LOCATION O PORCH AREA --_- 12 - (2T14"z0 G.I.NETAL GABLE COINER VENT SEE LANDSCAPE DRAWING C0 p��Nq��Lp0A7p� W BUG SCREEN CORROSION-RESISTANT /OSTRUCT1JfTAl.pUMS CD 8 RE MESH OPEN' OF 1/(7 w A 0!FAM._ �. 8 CD 'C k J'-LV1418 OR EQUN.(116 SO.IN.FREE AREA) 12 12 20 SO.IN,EA. JOINT-TYP. 4❑ ® -l4 m I ROOF AREA'B' BELOW �- STUCCO SOFFIT � _ SLOPE-4:12 BELOW 1'-6'E SHUTTERS R$W/2X4 COAL 1Z/ --_....<U � TOP PIATE_LINE BLACKS BE ND-IYP. _- --_� .. _ ___- TOP PLATE LINE N ROOF PUN LEGEND ROOF PLAN NOTES ATRC VENT REQUIREMENTS: L ROOF AREA 'A' ROOF AREA"8 2X4 FOAM TRIM W/ I1J INDICATES 4 :12 SLOPE/DIRECTION 1. SEE GENERAL NOTES FOR ROOF NOTES. STUCCO OVER - ATTIC ARM 1335 SOFT. 177 SQ.FT. SURROUND-TYP. ® El 1'-6"1L5,-0'2. OVERHANGS: AT EAVF CONDITIWHOMONS, PROVIDED: USE 1 300-HIGH k LOW (USE 1/150) Luxltss NOTED O7HERW1 SHUTTERS W 2X4 R QUIRED AT Up ® ® BLOCKS BEND-TYP. IN AGATES LOUVER DORMER VENT AT RAKE OTHERWISE) S 1/3 OF ROOF AREA� W REQUIRED INSECT SCREEN. NQTED OTHERWISL) ) _ram m O o � � •I m � m ry 3. SEE DETAIL 1/01 F'OR SAVE BLOCK CABLE VENf(S) 464 SO.IN. SQ.IN, m m 1'-0'ttP. ap m VENT LOWER VENTS PROVIDED: (4 GABLE VENT(S) ( CABLE VENT(S) �f m a AT 116 So.IN.) AT SO.IN.) 4.PER U.B.C.SEC.1505.3-PROVIDE A NET FREE DORMER VENT(S). SQ.IN. SQ.IN. -2X12 FOAM HAND VENTILATING AREA OF NOT LESS THAN 1/300 OF PROVIDED:(HIGH) ( DORMER VENT(5) ( DORMER VENT(S) W/STUCCO 0/ _p THE AREA OF THE SPACE VENTILATED,PROVIDED AT SQ.IN.) AT SQ.IN.) 2ND_FLOOR LINE___ -' 2ND FLOOR LNE AT LEAST 50 PERCENT OF THE REQUIRED VEND- UPPER PROVIDED: 464 $Q.IN. SQ.IN.UTING AREA IS PROVIDED BY VENRLATORS TOP PLATE LANE _-_-_-_-_-_ LOCATED IN THE UPPER PORTION OF THE SPACE UPPER REQUIRED: 320 SQ.IN. SO.IN. - -- -- • TOP PLATE LINE Z Lu TO BE VENTILATED(AT LEAST 3 FEET ABOVE ` cC FAVE OR CORNICE VENTS) EAVE VENT(S). $Q.IN. SOIN. L PROVIDED:(LOW) us�EAVEO V�EM(5) EAVE VEV) AT 20 $p.IN.) AT 20 SO. J01°Nf-TYP. 2' - 2X¢FOAIA TRILA O ■ ❑ W/STUCCO 0/ ALTERNATE VENf(S). SQ.IN. SO•IN. Z } PROVIDED:(LOW) ACT.VENTS) ACT.VENf(5) I, AT SO.IN.) AT SQ.IN.) LOWER PROVIDED: 320 SQ.IN. SQ,IN. a m o o m < N J LOWER REQUIRED: 320 SO.IN. SO,IN. m m C El TOTAL PROVIDED: 784 SQ.IN. 180 SQ.IN. TYR O Q CONTROL Z LL-TOTAL REQUIRED: 640 Sp.IN. 170 SQ,IN. JOINT-TYP. 1ST FLOOR LANE __ _-_ _ _- -_-._ 1ST u UN 1- . U ROOF PLAN SCALE: 1/8" _ , -0" Q z FLAT CONIC.TILE--- SHUTTERS W/2X4 ROOF'EAGLE*I.C. (n B.O.#ER- BLOCKS M D-TYP. LEFT CLASS A'O/30N FELT 0/ ROOF SHEATHING BX12X24 FOAM CORBEL W/PAINT-TYP. O O 4� �q _- 2X8 FOAM TRIM W/- 12 12 2X8 FOAM OVER W/ STUCCO OVER 4r- �4 2X8 W'D FASCIA BD.A Q STUCCO OVER AT TOP-ttP, AT TOP-TYP. BARGE BO.-TYP. > TOP PUTS LANE_ _ME PUTS LANE TOP PUTS,LINE_-_-___._.- -_ _-._-_____ -_-_ _TOP PLATE LIN U Q AT __ AT HEADER v W O W 21-0'X5'-O• 1'-6,x5,-0' -- 2'-O'%5'-0•SHUTTERS AND < L T Lu BLO NC S.USR BEHIND-TYP. SHUTTERS W!2%4 1% FOAM 1R ® O a. m O P •I ' BLOCKS BE NO-TYP. A 70P T D 0 1T. ,o Z ,o 40m m . o 2X4 FOAM TRIM W/--- r 0 W LjJ m m STUCCO OVER : CP m Q J AT MITI.-ttP. _ 2X4 FOAM OVER W/ STUCCO POTSHE 16 W 0 STUCCO POTSHELF AT BOTTSTUCC°.--M. G.I.FLASHING-1YP.- 12 � � ��� - m CD � LLI Z � CONIRq. 2X8 FOAM TRIM__.____. 4 4 24' W/12 +° p Q W J 2NO FLOOR LINE J-mm, 2ND FLOOR UN 2ND LANE W/ �0/ \ 9''-0• 4'-4' '-0• 4'-4' T-0.8' rx _-_-_-_ _ 2N FLO LI TOP PLATE LINE_ __TOP PLATE LINE 70P PLATE LINE TO PLATE U Z ___ ___- -__-_- P N M - ---------- W SAT SOFFIT/HEADER __..__.___ — — ADDRESS 2LIOFQ4M CORBELS F' orw.a(EdE"'c i 2X12 FOAM BIND __.._.. _ _____ ________ W/PAINT-TTP. O •�N0 N0 I W/STUCCO 0/ TE P. o„"ozMRP"'°WeE I � Q 18wE1",E 2X4 FOAM 7RM W/ 12"STUCCO COL W[-STUCCO 0/ ® ❑LJ 11g11 .�2Xg FOAM TRIM � e.ot"0� "V(""Q�'7°09"""" snxxo owl 2xa F(MM TRIM AT P k eoTr. ©' ®f�TT J w/mJcco o/ T Xd r.:S`.Ey.o,o 0�20 S0.BRICK VENEER COL.BASE EEQ1 ICI L ul 7�,I m TEMP. SURROUND- +' m m •' a W/BRICK VENEER CAP-TYP. 16 '�❑� ( m n 1 •°co o°••ozoo: """ br o CL. a a CD L J � -�'.^ L V zo �- m 00 0IIJ. J:❑ - RICE VENEER 2 PROJECT MANAGER S��— — 1 D. 1ST FLOOR UN iSf F 00A LANE__ LJ � �'� m CD D DESIGNER ❑❑❑❑❑� � ST FLOOR LINE_- I/ \I_ -_ --__ _ _ a _-_-_ _-_ _ _ ❑�� CON-CLi IST �IIRB UN .1' DASD.TE— — — — 5-21-04 2X4 FOAM TRIM IOW SECT.GAR.DR JOB N Da�.STOOP" REAR WOOD RAILING-TYP.-- W/STUCCO 0/ FRONT " ¢ 04-03 ILI)1IDn _ SHEET 1 1 T J RC- 1.6 EXTERIOR ELEVATIONS FINISH GRADE VARIES,SEE CIVIL ENGINEERS NOTE REFER TO PLAN-A'FOR SCALE: 114 = 1 PLANS FOR FINAL GRADE AND SITE DRAINAGE ADDOIONAL NOTE$AND DIMENSIONS SHEET: OF: CAD FILE:21BOA6 .,::LV 2X4 TRIM 2 14x18 G.I.METAL GABLE LOWER VENT 0 ESH SURROUND, BUG SCREEN(CORROSION-RESISTANT 1�C OF o -C&XLLV141 OR EQUN(1 C)16 SO.IN.FREE AREA) r Q HARDIPANEL-8'VERTICAL SIDING W/2X4 TRIM W/G.I.FLASH'G N RAT CONIC.TILE P 7 ROOF'EAGLE'I.C.B.O. ER-4660 12 12 --- ~ // H N CLASS A"0/30/fELT 0/ -� :. 4 _- N ROOF;A&THING , 4� j I TOP PLATE UNE 6 0 CD TOP PLATE UNE _ __ _ --_ N ---_------- r , BLOCTI(S�BEND XTlP. 0 SHLKS SBE�NDXTlP. Q� l ___ 0 rr c gg�� �� I I O � •y SCREENED(1FAVE 1/22 xx16"G.I. JV�' m 'a (, •:� °ALI�1CypATREEALpCAV7EON I I ROOF AREA'A" BELOW : m o Q W/OSTRUCiURAL PANS I SLOPE-4:12 W m ® (Q 20SUMED 1335 SQFF. - ® c C) I I I y4 S 0[-X12 L FOCBAN YP.9 ON-Y Q CD I �� _ _ 2ND FLOOR UNE, co C I I 2ND FLOOR UNE_-_ 'tom.._-_ _-- _ _ TOP PLATE UNEC'%I 7 C W RIDGE TOP PLATE LINE___ _-_-_ _-_ - _- - _._I _ - _-_ __-_..-_ c I,y 1 6 c LINE OF WALL ® O BELOW-TYP. & MANiAB LOC PANEL LOCATION I I " VERIFY W/PLUMBING DRAWING d A' C 10 PROVIDE 22X30'VENTILATION CUT-OUT - m V D1 I IN ROOF SHEATHING BELOW FRAMING w m LLOOCATITIONS WITH +4" 40' FOR ATM ACCESS AND ATTIC VENTILATION J UTILITY COMPANIES 4-12- o f 1ST Fl.00R k iv �, VE IFY 1ST FLOOR UN , ----T- � -- CONIC.CURB UNE - - - _ _ __- _ _- _ __ __ __ PROVIDE(9)i 1//2'x16'G.L- I BELOW II L--- --J - ------ - - -- -� ` SCREENED M GENIIS 1Y _ I VERIFY FENCE LOCATION o PORCH AREA - RIGHT q��ryp�LoG71p1I 2//14 BUG G.I.METAL GABLE LOUVER VENT�� SEE LANDSCAPE DRAWING C SfRUCfURPL PLANS ---- CD 8 WIRE MES OPEN�(CORRO% -RESISTANT - HARDIPANEL-8'VERTICAL SIDING w 2- G \o W1 2X 4 TRIM W °.I.FIASH'G LIMED FA.M.= CD 2%4 TRIM / > 20 SQ.IN.EA 'C do J'-LV1418 OR EQUN.(116 SQ.IN.FREE AREA) SURROUND (sir•) SIM. SHAPED 2X6 FOAM TRIM TYRROOF AREA'B' BELOW AW STUCCO OVER AT TOP-TYP. SLOPE-4:12 BELOW SOFFR 177 Soft a j TOP PLATE UNE TOP PULE UNE U3 Z Y STUD r-� O ROOF PLAN LEGEND ROOF PLAN NOTES ATTIC VENT REQUIREMENTS: �� ?J 2 ROOF AREA 'A' ROOF AREA"B -w ¢ c� INDICATES 4 :12 SLOPE/DIRECTION 1. SEE GENERAL NOTES FOR ROOF NOTES. SHUTTERS W� 2X4 2-0'X5-0' W ATTIC AREA: 1335 SQ.FT. 177 50.Ff. BLOCKS 8 D-TIP. SBLOCF3ENIND TP. 0- 2. OVERHANGS: AT EA IE CONDIRSS���O�II1NS, PROVIDED: (USE 1/31-HIGH&LOW (USE 1/150) ® w INDICATES LOUVER DORMER VENT AT CCNDIgIONS X REQUIRED AT UPPER o H c W REQUIRED INSECT SCREEN. NOTED OTHERWISE)) 1/3 OF ROOF AREA) m ?_ FLAT 2X3 0/2X4 FOAM a m _ 3. SEE DETAIL 1 1 FOR EAVE BLOCK GABLE�(S) d64 SO.N. SQ.IN. ® ®' TSILLRIM_ STUCCO 0/AT PROVIDED: (4 GABLE VENT S ( GABLE VENT(5) //pp () VENT LOWER VENTS a AT 118 SQ.IN.) AT SQ.IN.) rn 4.PER U.B.C.SEC.1505.3-PROVIDE A NET FREE DORMER VEM(S). SO.IN. SO.IN. /STUCC000 2%12 VENRLARNG AREA OF NOT LESS THAN 1/3W OF PROVIDED:(HIGH) ( DORMER VENTS) DORMER VENTS) / F'OAA1 -TYP' 2ND FLOOR UN THE AREA OF THE SPACE VENTILATED,PROVIDED AT S0.IN.) AT SO.IN 2ND FLOOR LINE _ _ _ _ ---------- -----------AT LEAST 50 PERCENT OF THE REQUIRED VEND- ___ __TOP_PLATE LINE - UPPER PROVIDED: 484 SQ.IN. IN. _ ___ _ ___ _ _ LATING AREA H PROVIDED TI VENTILATORS TOP PLATE UNE W LOCATED IN THE UPPER PORTION OF THE SPACE UPPER REQUIRED: 320 SQ.IN. SQ.IN. -- - - O TO BE VENTILATED(AT LEAST 3 FEET ABOVE SHAPED 2X6 FOAM TRIM - HAVE OR CORNICE VENTS) HAVE VENT(S). SQ.IN. 1 SO.IN. W/STUCCO OVER QpNigpL # 27 TRIM OD Q PROVIDED:(LOW) 16 HAVE VEIN HAVE VEN7(5) Ai TOP-TYP. JOINT-TYP. - W/C.I.FLASHING _ T 20 SQ.IN.)) AT 20 50.IN. ALTERNATE VENT(S). SO.IN. SQ IN PROVIDED:(LOW) A, ALT.SVQENf(,) AT ALT.SQ N()) 9T141CC0YWO TRI VER Alw/UAMB o: m N J LOWER PROVIDED: 320 SQ.IN. SQ.IN. m •w -Tom• c LOWER REQUIRED: 320 SOLIN. SQ.IN. FLAT 2X,S 0 2X4 FpAM L" _.... V Z Q TOTAL PROVIDED: 784 SQ.IN. 100 SO.IN. TRIM W/, 0 AT A. CONTROL LL' TOTAL REQUIRED: 640 Q.IN. 170 SQ.IN. ! JOIM- _-� a W 1ST ROOK WE_-_- _-__-_-_ _-_-_-- _ _ _-__ --_-_ -__-_ _-__.. .__ ISf FLOOR UN V ROOF PLAN SCALE: 1/8" = 1'-0" 1 6xs'-0• „ 4X6 DUr_OOKER z RAT CONIC.TILE SHUTTERS Wd 2X4 LEFT ROOF'EAGLE'I.C.B.O./ER-4860 BLOCKS BE ND-TYP. e W�2X4 KICKER CLASS'A'0/30d FELT 0/ CD W/2X6 BACK BD.-TYP. ~ � ROOF SHEATHING W FARDIPANEL-8'VERTICAL SIDING -- -J W/?X4 TRIM W/G.I.F1JSH'0 '^ - ___ 2X TRIM 0 Q W7 TR FLASHING _ SH/APED 2X8 FOAM TRIM SWIPED 2X8 FOAM TRIM_ 12 12OVER /Y //� (� 412 12 - A7 TOP-TYR Ai ToCCO o TYP.OVER 4� 4 -2X8 W'D FASCM BD.h L•�� Q �// n _ TOP-PLATE LINE TOP PLATE LNE / (�' 4 --- 11 y; BARGE BD.-M. U W i' -. " __TOP PUTS LINE @ C Q TOP PLATE UNE _ ..-_- AT H ER _....—... _..__ A� W� O W 2'-O'X5'-D' O T f� 1X4 FOAM TRIM W/ SHUTTERS W./2X4 a y a STUCCO OVER AT JAMB D BLOCKS BEEnnINO-TYP. Z 2'-0"X5'-0' TYP. M• SHUTTERS W/2%4 14 HARDI-'SHINGLESID'O' F x W BLOCKS IN FLAT 2%3 0 2X4 F !' _Q m / gA1A m o MP' a a ? TRIM W/STUCCO 0/AT CD I' POISHELF ® W L Q m SILLL. -TYP. f ® FLAT 2X 0/2%4 fQNA 12 12 2X12 8W°W/ W �7 Z POiSHIf1F TRIM W,�.CCD 0 AT FMd1DIPANEL-8'VERf.SIDING_ 4 -�4 C.I.FLASHING G.I.FLASHING O Y W J CONTROL W 2X6 TRIM �-�/' 10 X22 FOAM CORBELS �Y/L GG b JOIM-TYP. V 2ND FLOOR UN 2ND R UNE L1TR)I.FLASHING _ '.,I _ _-I -.y�-TYP. - I - -_ _-----TYP.2ND FL00 UN U) J 0 Z 2ND BOOR LINE - _____-___ _ -__ _-._--_-_ - - 1 _ -_ -_ TOP PATE UNE _-_ _-_-_-_ _-_-_ _- _ _ _ _ _ _ TOP PLATE LINE TOP PLATE UNE_-_-_ _- _�.$. __ - _L _ _ _-_ _ __=ADDRE89 LIOHT�PLATE UNE Tu °n a -- - -- --- AT SOFFIT 5N000 0[2X12 10' 3'-10' 3'_10' 3'-10' ''10' 0qM co �b..at":oE°a.nen:a"00i�10a�hie'"nY j FOAM OW0 -TYP. �-- 2''_o'2' � �I � -�W SSR1IX�'A8 a/ TRW W F,�oo�e�o`o o°dSq°"6"�"B wrcRii°ut; J i j 2. r s ;w�16€ag, o oD�I_P'�E3'3 7 N 74r, RE •i i o 17 LM I TYP. � m ❑ �- I� STUCCO-TYP. P m m a' m 2' •-4 2' CD CD Imo!- J� I 3X4 FOAM O 0 PROJECT MANAGER u W/STUCCO E W/ I $D. --T �,I r--; �I f= STUCCO STONE T- SD, 1ST FLOOR LN 1ST RUNE_ _-.__-_ - _ - 11 '_ - 'u (L�-J� I'-JJ� - VENEER-TYP. DESIGNER \ / CONTROL _ r -J u I \/ JOINT-TYP. - C - CONIiSTC CUURB UNE 5-2�T 04 15f FLOOR LINE I/ \\I _ _ _-_ _-_- _ __-__-___ _ ��.. 71'11'SECT.GAR.DR. _ JOB NO. GONG.STOOP REAR , TAPERED STUCCO COL.W/S0 T. Q/ WOOD RAILING 4 FRONT I 04-03 2p7��4 FOAM TRIM AT TOP§BOLT. -TYP. CD ('L�7If D 4,-. SHEET CD 0STUCCO STONE VENEER COL BASE /STUCCO 0 3X4 W D TRIM-TIP. a_ RC- 1.7 EXTERIOR ELEVATIONS FINISH GRADE VARIES,SEE CML ENGINEERS NOTE:REFER TO PUN FOR SCALE: 1/4" = 1 -0" BANS FOR FINAL GRADE AND SIZE DRAINAGE pODIRONAL NOTES AND DIMENSIONS SHEET: OF: CAD FlIE:278yyM7 O O r O 12 STUCCO 0/FLAT 2X3 0/ 4r— � 'LOW PROFILE'CONC.TILE_ R 2X8 FOAM TRIM AT y,r CUSSA'ROOF %30iFELT 0/4660 HEAD-TYP. 2 in ROOF SHEATHING 1 �q � (V CD SHUTTERS W�2X4 SHUTTERS W/2X4 TOP PUTE_UNE _----- - BLOCKS BE ND-ttP. BLOCKS BEHIND-TYP. _ _ _-..-___-_-_-_ __.... TOP PUTE_LWE V O - - - - - --_ - SCRENATTICED(1E�AREAVE VEI I518'C.I. II _- �y� / .��. �•�'e \ STUCCO 0/2X4 ❑" o '', 3 O 11 i P' ' + FOAM 1RIN AT JAMB Q COOR��NpTE�OCp�N g SILL-TYP. ® m 10 U �!_ w/STRUCTURAL PIANS I I fl00F AREA'A" BELOW m tv P o o -' i 20 UMEO F.A.M._ I SLOPE-4.12 �' \ P �� a 1335 SOFT. D 3 II \ / ld I, CD 324'X12"G.I METAL HALF ROUqND DORMER I I ----- -�-- _ / CONTROL STUCCO 0/2%12 O O y, •� VEN7 W/BUG SCREEN(CORROSION- I, I AND fL00R UNE \ (��BAN -TYP. 2ND FLOOR UN 00 C AV' rL RESISTANT WIRE MESH OPEN'G OF 1/4") qcm MANUF.-'C✓k J'-DM24S.OR EQUIV.-TIP. li RIB a it TOP PUTE LWE. .../_ -. \`/ JOINT-TYP.I --_ _-.. TOP PUTE_LNE N U W (125 SQ,IN.FREE AREA) I' I -- ------�----__ I I I - I UNE OF WALL - �/ ® x /� a BELOW-TYP. STUCCO 0/3Xfi--- - v I, II WOOD TRIM _ MANABcc LOC PANEL LOCATION VERIFY W/ 4 -�� - ---- - ------------ w w PROVIDE 22'%30'VENTILATION CUT-OUT - 1` Dl II 91 ROOF SHEATHING BELOW FRAMING - _ - _ LOCATIONS NETER FOR ATTIC ACCESS AND ATTIC VENTILATION _ ��>LOCATIONS WITH � I -ttP. UTILITY COMPANIES +4' +0' I - VERIFY I 4,,2• o. ------r- ----, T- 1ST FLOOR 3 PROVIDE 9 1 1/2'z18'G.L- L 1ST FLOOR UN �J I SCREENED AREA VEN15 5 �� I.0 PORCH ATEAREA RIGHT w/OSiRUC1URAL Pn1ANS ----- C� -, 2 _-- ASSUMED F.A.M._ �- S CD 24'X12'G.I METAL HALF R E.p(DORMER 20 SQ.IN.EA IRUIVSER�WIRE I,/ ESU.H OPEN'"OCOR�41)ON- - sIM. UF.-'C 6 J"-OM24S OR EQUw.-ttP. m 125 SQ.IN.FREE AREA) ROOF AREA'B' BELOW STUCCO S" 2STXU6CFC0G0/AIM AT%3 0/ SLOPE-4:12 BELOW 12 4 HEAD-TYP. 177 BUT. *S'H O• W/2X4 HIND-TYP. ATTIC VENT REQUIREMENTS 70P PLATE U _-_-_-_ TOP PLATE UNE„ ______ __ _______ II' ROOF PLAN LEGEND ROOF PUN NOTES v_occ_________ __ _-_-_ _ _______-._. _ 7n rn ROOF AREA A' ROOF AREA'B' ZOINDICATES 4 :12 SIAPE/gRECTK)N 1,SEE GENERAL NOTES FOR ROOF NOTES. ATTIC AREA: 1335 SQ.fT.2. OVERHANGS: 1RAT FATE CONDTDONS, pROVIDED: (USE 1/300-HOF,k LOW USE 1/150-HIGH 8 LOW 1_ 2'-0XS'-0'INDICATES LOUVER DORMER VENT LunLeSs NOTEDOTHERWISEIREDAT UPPER (US REQUIRED AT UPPER _ SHUTTERS W 2X4 wW/REQUIRED INSECT SCREEN. AT RAKE CONDM NS , -NOTED OTHERWISE) 1/3 OF ROOF AREA) 1/3 OF ROOF AREA) BLOCKS BEHIND-TYP. 3. SEE DETAIL 1/01 FOR FAYE BLOCK GABLE VENTS) SQ.IN. SQ.IN. o VENT IXWIER VENTS PROVIDED; ( GABLE VENT(S) ( GABLE VENTS) w HTSO.IN.) AT SO.IN.) m STUCCO IV 2X4 o m o_ FOAM TRIM AT SILL 4,PER C.B.C.SEC.1OF N -PROVIDE A NET FREE DORMER:(HAG) S75 SQ.IN. SQ.IT( - -TYP. 4 THWARTING AREA OF NOT LESS THAN 1/3p0 OF PROVIDED:(HIGH) (3 DORMER VENTS) ( DORMER VENT(S) THE AREA OF THE SPACE VENTILATED,REQUIRED PROVIDED AT 125 SQ.INJ AT SQ.IN.) AT LUST AREA S PROM OF THE REQUIRED VENT]- STUCCO 0/2%12 LLONGOCATED AREA H PROVIDED TI N OF THE S UPPER REQUIRED: 575 SQ.IN. SQ.IN. FOAM SAND-TYP. 1'-0 2ND FLOOR LINE 2ND FlJ%M LACAlEO IN THE UPPER PORTION OF THE SPACE UPPER REQUIRED: 320 50.IN. TO BE VENTILATED(AT LEAST 3 FEET ABOVE TOP_PIATE UNE a7 TOP PLATE UNE Z w LAVE OR CORNICE VENTS) EAVE VEW(5). SQ.IN. SQ.IN. - - _-_ _ _- -_-- AT SOFFIT r w PROVIDED:(LOW) 16 FAVE VENT(5) EAVE SS) - 0 AT 20 S0.IN.)) AT 20 SQ.IN. CONTROL - STUCCO 0/3Xfi ALTERNATE YENTS). SQ.IN. SQ.IN. JqW-TYP. " TYP. WOOD TRIM 00 PROVIDED(Low) ALT. VENT(s) ALT.o. N(S) _ AT SQ.IN.) pT SQ.IN.) } LOWER PROVIDED: 320 SO.IN. 180 SQ.IN. - LOWER REQUIRED: 320 SO.IN. 170 SQ.IN. a m C _ - o ® (V -I TOTAL PROVIDED: 695 SQ.IN. 180 SO.IN. m BD Q Q TOTAL REQUIRED. 840 SQ.IN. 170 SQ.IN. - '� Z L.L COWROL� J JOINT-IYP. ROOF PLAN TSCALE: 1/8" _ , ,ST FLOOR UNE _ _-- / \` - - - - 5T DN SHUTTE W I , BLOCKB RS BE�NO2X4-TYP. LEFT z 'LOW PROFILE"CONC.TILE \ / ROOF'EAGLE'I.C.B.O.b ER-4060 \� ya 9ia, CLASS'A'0/30a FELT 0/ / V ROOF SHEATHING � i �\ 2X8 W'D BARGE BD.-TYP. O o 12 ® 12 STUCCO 0/2X2 0/-- 12 �� STUCCO 0/FUT 2X4 Z �4 HEAD FOAM TRIM AT / FOAM '^ - 4 12 12 STUCCO M- FLAT 2l(3 0/ HERO- 41 — � 12 12 0 3X8 TRIM V/ 4� 14 H%FADF-TTYP NA AT AWOOD WNINGL�T� 19 ��y__,4� —l4 2X6 W'D FASCIA BD.-TYP. Q W TOP PlA7E UNE_ _ ..- _ _TOP PRTE UNE TOP PRTE UNE _ CD-_-_-_-_ / - - _ - TOP PLATE LW U -_-_ _ _ _ _ _ _-_-_ @ CC L � AT HEADER _ - - \ - � AT HEADER W STUCCO o/IXa p�) [�.T;e x,K ? �- -2'-0%5'-0' O W 2'-0'X5'-0' FOAM TRIM AT JAMB T SHUTTERS W/2X4 _ _ IHU71ERS WV 2X4 ,yam ® BLOCKS BEHIND-TYP. ( k SILL-TYP. BLOCKS BE ND-ttP. J Z IL P m O TEMP. Q m o 1 STUCCO STONE VENEER ® m Z 6 X W b, a 16 m Q -� W m °........' 'HH - G.LTMFPIASHNG -- '" --STUCCO POTSHELF cD w STUCCO 0/2X4 STUCCO 0 3%12 STUCCO FOAM TRIA1 AT SILL o/ 12 FOAM BANG W 7 Z POTSHELF CONTROL -TYR STUCCO W 3X8 -1 8X22 FOAM CORBELS !- CONIROL JOIW-1Yp. """��I FOAM TRRA - - g - � W PAINT-TYP. 2ND FL00 UN `^ 2ND FLOOR UNE__ JOINT-7YP. __ 2ND FLOOR UK 2ND LWE_-_-_-_-_ 4' _ _- \\_ 4 _ _ -_ VO/ Q V� J TOP PLATE UNE_ _ _-_ _-_ _ _-_-_-_-_ -- _-_-_-_-___-°'� _-TOP PUTE UNE TOP TE UNE ` \\ -- _-__-_-_ TOP_PLATE L E.pEB91ENgE Ep°Es,rg°caw'° ADDRESS LIGHT T. m O SRX:CO 0//2X12 .-- �, '-0 E0. E0. E0. T-0 STUCCO 0/MT 2X3 0/ AP' a E o .o ee FOAM BAND-T1P. - MP. L J - HX66 EADFOAM TRIM AT //W^//''�� '"�4a��Aneo"ceb,�€o.N " STUCCO STONE VENEER - - L. � JI ,_ eiuYTiro"9�o:°.` `o* ..... "':`o 0 TYR. w °E..� srucco-TYP. a *PROJECT MANAGER SD. \j ❑ L---'i 15i FLOOR T DESIGNER 1ST FLOOR UNE / \I - - - �'�� _-_-_- _ 1ST FLOOR UN 1ST R UNE CONC.CURB UN DATE 5-21-04 CONC.STOOP --- - --- - REAR - ..-- - - - - - - - 4 16'%7'SECT.GAR.DR. FRONT z JOB NO, CD / 04-03 . ,..' SHEET RC- 1.8 EXTERIOR ELEVATIONS FINISH GRADE VAT3E5 SEE CIVIL ENGINEERS NOTE:REFER TO PUN FOR TSCALE: 1/4," e �LQ PUNS FOR FINAL GRADE AND SITE DRAINAGE AE.ONAL NOTES AND DIMENSIONS SHEET; OF; CAD FILE:218DAB LEGEND 0 0 1. TOE SPACE: 4" N 2. BASE CABINET: HEIGHT: �" 5 O _ DEPTH: �24' i N Q� 3. UPPER CABINET: HEIGHT: DEPTH: 12• C 4. COUNTER TOP: CERAMIC TILE G O C_ STAIN 1.- cd •.0 5. CABINET FINISH: 'd V •' 6. BACKSPLASH: 8" cc 0 S' LAUND 3ce 1. TOE SPACE: N/A O � N/A VJ C DEPTH: G Q (V U �^ G i^o 2. BASE CABINET: HEIGHT: N/A 04 ` LLI 3. UPPER CABINET: HEIGHT: '(> METAL FlR LACE "HEATILATOR�MODEL DEPTH: 191's?1 C GNDC33E UL#127 4. COUNTER TOP: DER. TILE 5. CABINET FINISH: HEARTH PLAN I e LINER 1. TOE SPACE: N/A 2. BASE CABINET: HEIGHT: N/A METAL FIREj'IACE 2x4 FRAMING-� DEPTH: N/A HEATIIATOR ODEL GNDC33E UL1127 3. UPPER CABINET: HEIGHT: N/A WOOD MANTLE ry/p W/ PAINT GRADE B. WOOD MANTLE DEPTH: L OF OPT, BRICK/INE _ W/ PAINT GRADE N/A STONE HEARTH 4. COUNTER TOP: N/A • I tB' S. CABINET FINISH: y 12'CERAMIC TILEm m m LINE OF STD.TILE HEARTH ®TOP 8 BIDE-- MASTER RATH O/HARD, BACKER a 3/4 ' PLYWOOD 4X4 HDR - _.- 12' CERAMIC TILE 1. TOE SPACE: 4" v � . ._ _ � 0 TOP 8 SIDE OVER�__7__..� DER.TILE HARDI BACKER 2. BASE CABINET HEIGHT: 2X4 FRAMING- � HEARTHS_ j s2 3. COUNTER TOP: CULTURED MARBLE 0 § J METAL FIREPLACE-- N ffiffiffi rkkks DRYWALL ON HEARTH v 3/4'PLYW'D HEATILATOR"MODEL 4. CABINET FINISH: STAIN GRADE O Ym iv ZD PLATFORM-- ,, y GNDC33E UL1127 4. RISER FACE 5. B4CKSPLASH: OU � 8. BATH TUB: N/A N/A t N/A 2 DRYWALL DETAIL (HEARTH) SECTION 1fi RISER FACEN HEARTH- 32%' 7. SHOWER PAN: FIBERGLASS F m VERIFY FIBERGLASS < m ELEV. SHOWER WAINSCOT: m �\ 9. SHOWER HEAD HEIGHT: ® 64 Q N a FIREPLACE /(,1 \ 10. MIRROR HEIGHT: OWDER OPT. UPPER CAB. v SECONDARY SATH/P - ` 1. TOE SPACE: 4- Z C 4 36' LITE BAR ® 2. BASE CABINET HEIGHT: 32• O O M -----JIG--- 24' LITE BAR ® T�------` 3. COUNTER TOP: \ / \ DENSHIELD 36' LITE BAR ® � 00 _ BACKER BOARD SEE DETAIL 4. CABINET FINISH: 1/D6 m - S. BACKSPLASH: 4'� } in \ rl'\SHELF/ I E-MIRROR ® I Q (V J 6. BATH TUB: FIBERGLASS J m / MIRROR I m c TVN� 1 I MED. CAB. 0 TUB SURROUNDS: FIBERGLASS ( , 0 Q 0 o Cp MED. CAB. I Q m N/A v I i q I 7. SHOWER PAN: z U. � W -_-��---� rn _ 8. SHOWER WAINSCOT: W C ~ - �r OPT. 9. SHOWER HEAD HEIGHT: C• ~ J - f,2- P.P. F.P F!P. ® U F.P. :f.P, F,P, -f.P. G 10. MIRROR HEIGHT: Z Lu DFIXER WAWE 0 / � � �� m � NCTE:1.VERIFY ALL APPLIANCE SIZES WITH MANUFACTURER'S , SPECIFICATIONS 2. WALL COVERING SHALL BE CEMENT PLASTER TILE OR APPROVED --- --- EQUAL TO 70 INCHES ABOVE DRNN AT SHOG'ERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS 32' o O I607u1.3E 406,2407�' © C STD.T 24-2-A AND P.C.909) MIN. O Q O A @) co T LAUNDRY 5 POWDER 4 BATH 2 3 MASTER BATH 2 U w o @� Wp w cr HOOD VENT/ Q O = MICRO W/ E HAUST a FAN & LITE Z Z X w Q W � o O w W J U? REFRI SPACT io W I �n�Aee.�er '°.6:.o.oMM ORrra"i" --- F.P. F.P. F.P. IF,eJ F.P ��g�� \ '�/w / \ > ,opaEfoohCLL°o.b�,N�fd""w \A(SM' -- I OV 6 I - o lf6NA�Hp A o7ip2a." � O O � A PROJECT MANAGER O © C D VERFY O 2VERIFYR. SKEWED © SKEWED © 3VERIFYRIFYR•'f!I DESIGNER D B DATE KITCHEN ISLAND KITCHEN n 5-2i-04 O. JOB N0. 04-03 C I ll�l4 SHEET PLAN 1 - 2180A ELEVATON KEY RC- 1.9 INTERIOR ELEVATIONS SCALE: 3/8" _ -0" SHEET: OF. DO NOT SCALE PRINTS CAD FILE:2180A9 A B A B O C-2. -2. C-2. C-2. O Lu 35-0 3y-0• - 14'-4' 20'-6' 14'-4' -, 20'-0' 0 (n 4'-11' 4'-8' 4'-11' 3'-8' 9'-B' T-6' 4'-11 '-B' 4'-11' S'-0' __ 5'-10' 3'-8' 8'-2' r Q N N O 6'-2' 3'-8' i N 4050 SL 4050 SL 40501 SL 4050 SL V cr) V O 6ai 'tn M h h n _______ ID •�_ ail 65, i CONIC. PDAN��� a L,V 3:: R e/M-DTI Sfo0P G y R ------C OTEP D 4040'SL V)ML d 00O i CQ WIRE SHEAF VEN'NLR / 1 I J '�` 'i /A N 0 � C F9MI ! n- � VJ N C W M. BDRM• - CARPET LOW RAILKC Ef5 CARPET TUBtSHWR LINT ,I WALL BELOW I 08{ SINK I O "a m II W/GD. I J C S ERP OF -4- 2-2' AA'' V SHF. L. �� p�TL� „12' SED m .41 KITCHEN }ME M. BATH 3WALK-1 1I *. METAL REP I9�'N-10�'CLG. O 9_to' 0' 1'-8' S-2' 0'3'-6'� T-8' m �; qR 'H L 9'-0'CLG. 9'_0'QLG• FAT1 TOR MODEL ��/�/��/ I �•L M VINYL ® CARPET I GNDC3 E-ANSI 9Z21. -2000 J.L1iX1] ! I I sg'- 5o 6 9'-0'Gift. I1}4 �/yyI,R�Q XHAUST VENT oD _ 28 •I ECT, ` VINYL I �-d V o OUTSIDE MM it =-P 6_O BE A MIN. -S W 4'f DRYER VENF �� •1 THRU ROOF---, _ "CJT; -0 AFF O7 I MANFBLOC C I18R ® M.G w II C Q_- _ _- 6'-0'SOFF PANEL C 13 I VENT - ,3--0°�: i\\ i'I VINri MIN.� 1 W� II W C-2. �RD'A�5�6�� , C 2. M b �' I' ________ TO THRWGHOUF USEABLE G� _ GOATS_- N - .�-_______r 2 10�' ,Ie I :ATTI � i CHASE � I `.� :' PANTRY � ' REUEFRYIXALSVE E 9 OPT, iAE53-�: I 1 �I h UNDER SIDE OF SFMR $ p DISCHARGE LINE �+ > •I 7 n. SHELF 1D�• UNELAMtwit I ..... WIRE SNELF H (1 HR.CONST.j ._. N- - 'C LO-`RATER 4 MDF SH. �. �t cPC SEc IDs PIS �\ m +14' +28' SHEL G.S. •i UPPER I q WIRE SH U Tq '� l D b I z 7 9'-0'CLG. _ _ 7 • -. (OPT.) 32' b 4' 4' 5 II 4'-4' 3-10" - _-_ 3-8. ? 38 z38 Tj I PAN O I yy,, CONTI , �PROYIDE TIGHT-FITTING 18'HI.3/4'THN. 4 2888 L CONC '� W 1 n I $ MIN.C.R I 1 v 7T 1 HANDPNL 18 C-Z. DRAIN R I 9'-0'CLG I CD { C-2. RCD4 SOLID CORE WLDBCARD EXT.PLYWD.PATFOR RCDB 4" 9 Q HER $ to b '§ DOOR(1 3/4'THK.) � W/SELF CLbSER PROVIDE SHEET METAL CAP '^ Z m 4'-10 1'-8' 8'-6' 4'-8' '-2 '8'-2' T +36' +34' SEC.302.4 IXG 3 BENEATH WATER HEATER V J Y T.: GUARDRAIL OPEN RAICG 2001 C.B.C. 7 NY W LL70PT PROVIDE IOD °p OPT.uRE SPPIDFER • ui i 2 S 5 8 E'X'GYP.WALLBOARD 14"XB'COM USIIO w HMlDRA1L) 50.INCHES M 9'-0"CLG. 0�• WIRE SHELF E TO ATFAIN 1 HOUR FIRE PROTECTION ON THE OF FREE VENT _-_-_-_ + AIR VENT-TYP. CARPET DUCT DUCT ----------- ---- ARD I GARAGE SIDE OF CEIUNG PER C.B.C.302.4 LU AREA IN WALL _ ___ __ p�� TOP Bt BIT. ABOVE DOOR CHASE /6M- iV I DINING EXCEPTION 3 AND TABLE 7-C ITEM 21. fr FOR DRYER J• •f' :% AS AN ALTERNATIVE,PROVIDE RC CHANNELS W \ +, -- -- o s'-0'CLG 18 OR 2X FURRING SPACED A MAXIMUM OF =' MAKE AIR WIRE SHELF 5080 B-PASS L T --c_ __ ____ N CARPS RCD4 6'ON CENTER AT THE CEILING. r p o COILING FRAMING FOR THE RATED COUNG A 4'0 C.- U D ® 7e L f 50W BI-PASS N 5'-10' '-2 2'-10' 2'-2 8'-2" •�5/B'TYPE'X'GYP.SO.FOR 1 HR.CONST. A5 PER U.B.C.302.4 IXC.3.SHALL BE INSTALLED ON WALLS ADJACENT TO LIVING Tf �� STS BONUS RM./ BDRM. 3 '�f SUPPORTING PTHE HORIZONTAL PORTION OAM AND ALL WALLS AND F THE ��M� PENCE-VERIFY(/) Z w >.i OPT. TECH. & s'-a'CLG. .I II b ONE HOUR OCCUPANCY SEPARATION. (VERIFY CATION hI OPT. BDRM. 4 BDRM. 2 CARPEE €S�L-Ec.M ���EnIL O , 9' 0•CLG. 8'WIDE STEM WALL IL�IYY L TION DRAWINGS OD O CARPET CARPET LG. 91 0" LG. LO CARPET O N _j j M - ( 'M 9'-0'CLG. O Q b � I, i TIlE - --.. LL 4o50'sE ti It1t ------16�o-X.7--0'�cr.cAR.oR. T � I- w a C - - - 4050 L. ,}__ �� 7ii UFIAOR ABOVE n U 0 11 I 405D SL 2050 EX 5050i SL =�' I q 9JSo C CONC. IN (n CONIC CLG. DRIVEWAY q W BY OTHERS I - Q --- - - N STUCCO 0/IT SQ. 'i ..._ _. ._. BOX COL-TYP. '-8' 3'-6 -8' 1'-1' M Q (n SEE EXT.ELEV. co w ; 2'-B' 5.-0' Y 5'-4' 5'-0' 5'-4' STUCCO OVER FLAT '-0 7'-0',_„-_ '-0 4'-e 2'-1' 18'-2' 2'-5' N Q 2X FURRING O COL E� Q BASE SEE EXT.ELEV. ' 14'-4' �,-� 10'-4' 10'-4' ....._ STUCCO ARCIED SOFFIT 1 -4" WALK '-0' 20'-8" ._ ( _' '1 l Q W AIL SEEWOOD R ELEV. _- - -.. SEE EXT.ELEV. O Z z A B ) Xw J C-2. C-2. CA2. CB2. NOTE:REFER TO CML AND LANDSCAPE w Lw z DWG'S.BY OTHERS,FOR ALL DRIVEWAYS Q J f FENCE AND SIDEWALK LOCATIONS. w Z z a Q w < (n � U ? UPPER FLOOR PLAN 1359 SQ. FT. LOWER FLOOR PLAN 965 SQ. FT. SCALE: 1,4 = e°oaMNo F5 gip; 4 1. PROVIDE ATTIC ACCESS OPENING WX30 MIN.)REAoILY 4. HEARTH EXTENSIONS OF AN APPROVED FACTORY-BUILT 8. MOISTURE EXHAUST DUCE FOR CLOTHES DRYER SHALL TERMINATE 13. EXTERIOR WALL ASSEMBLY-7//8'STUCCO OVER MTL LATH FIR NAILED °1OrT m'"f;$o Je pr�ra�eµ",P e.o ACCESSIBLE WITH A 30'MIN.CLEAR HEAD ROOM ABOVE FIREPLACE SHALL CONFORM TO THE CONORION OF LISTING ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH VER DOUBLE LAYER OF 60 MNUTE WEATHER RESISjNE BARRIER WALL KEY ..�o;o ACCESS IN AL4 ATTIC SPACES WRH A MINIMUM VERTICAL AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A BACKDRAFT DAMPER.A TOTAL COMBINED HORIZONTAL AND (pASPALT IMPREGNATED FELL OVER 2X4 SNIT AT 18 O.C. °R"`m s°ooi HEIGHT OF 30.CBC SECTION 1505.1. CBC SECTION 3102.5.1 AND 3102.5.2 VERTICAL LENGTH SHALL NOT EXCEED MANUFPCTURER'S (UNLESS NOTED OTHERWISE). w"o."rY. 2. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM RECOMMENDATIONS OR 14 FEET UNLESS A LICENSED ENGINEER CAN INTERIOR WALL ASSEMBLY-1/2'GYP.BD.OVER 2X4 STUD AT 16'O.C. LL NET CLEAR OPENABLE AREA OF 5.7 SQUARE FEET.THE 5. PROVIDE COMBUSTION AIR TO FORCED AIR UNIT PER UMC SHOW AN APPROVED ALTERNATE DESIGNED SYSTEM.CMC SECTION 504.3.2. (UNLESS NOTED OTHERWISE). PROJECT MANAGER MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SFULL SECTION 318 AND CHAPTER 7 AND TO WATER HEATER PER B. NO BUILDING SEWER OR OTHER DRNNAGE PIPING OR PART THEREOF 14. PROVIDE A TPI VALUE FOR THE WATER HEATER.(CPC 505.3). `S D' BE 24 INCHES.THE MINIMUM NET CLEAR OPENABLE WIDTH C.P.C.SECTION 507.3. CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE o INDICATES LOW WALL DESIGNER DIMENSION SHALL BE 20 INCHES WHEN WINDOWS ARE UNDER OR WITHIN A BUILDING SHALL BE INSTALLED UNDER OR WITHIN PROVIDED AS A MEWS OF ESCAPE OR RESCUE THEY SHALL TWO(2 FEET OF ANY BUILDING OR STRUCTURE OR LESS THAN ONE 15. PROVIDE A GUARDRAIL FOR ALL UNENCLOSED FLOOR JTND ROOF OPENINGS, SD. HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES S. PROVIDE BOLLARD PROTECTION FOR WATER HEATER PER UPC BALCONIES OR PORCHES,WHICH AR MORE THAN 30 PBOVE GRADE OR 2 X 4 STUD WALL ABOVE THE FLOOR.CDC SECTION 310A. SECTION 510:3 AND MECHANICAL EQUIPMENT PER CMC FDOT LOW THE SURFACE OF THE GROUND.CFC SECTION 718.3 o DATE FLOOR BELOW.MINIMUM HEIGHT:36 FOR RTHANNTIAL SECTION 308. INTERMEDIATE RAILS SHALL BE SPACED SO A 4 SPHERE CANNOT PASS ® 2 X 6 STUD WALL 5-21-04 3. GLAZING IN DOORS AND WINDOWS SHALL BE PROVIDED WITH THROUGH.<BO509.1> TEMPERED GLASS AS REQUIRED IN C.B.C.CHAPTER 24 7• PREFABRICATED METAL FIREPLACE SHALL BE CONSTRUCTED 10. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. JOB N0. INCLUDING:GLAZING IN BATHTUB AND SHOWER ENCLOSURES CPC SECTION 313.2 AND INSTALLED TO MELT THE REQUIREMENTS OF THE MANUF.AND 16. FIRE BLOCKING AND DRAFrSTOP: 2 X 6 PLUMBING WALL 04-03 AND GLAZING IN ANY PORTION OF A BUILDING WALL REQUIREMENTS OF THE MECHANICAL CODE. ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM METAL CHIMNEYS SHALL BE ANCHORED A7 EACH FLOOR AND ROOF 1.OPENING AROUND GAS y�NTS,DUCTS,PIPES,CHIMNEYS AND FIREPLACES SHEET EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES WTIH 1W0 1 1/2-INCH-BY-1/8-INCH(3B MM BY 3.2 MM METAL 11. WAATER CLOSETS(TOILETS SHALL BE CERTIFIED TO USE A MAXIMUM AT THE CEIUNG AND FLOOR LEVELS SHALL BE FIREBLOCKED WITFI ABOVE A STANDING SURFACE AND DRNN INLET•GLAZING IN STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY�STALLATION OF 1.6 GALLONS PER FLUSH. NONCOMBUSTIBLE MATERIALS. CBC 708.2.1(4). ;;r T,, o FIXED OR OPERABLE PANELS ADJACENT TO A SOCR WHERE AND N.yLEO WITH NOT LESS SIX Bd NAILS PER STRAP AT EACH 2.PROVIDE FlREBIOCKING AT 10-FOOT INTERVALS IN CONCEALED SPACES POT SHELF o THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A JOIST.(CBC SECTION 3LESS T SECT.106). BOTH HOIZONTALLY ANDVERTICALLY PER CBC 708.2.1J. 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A 12. SHOWERHEADS SHALL BE CERTIFIED TO USE A MAXIMUM OF 2.5 GALLONS ^ n.1 CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE PER MINUTE. 17. FLOOR-CEILING ASSEMBLY WITH'CPEN TRUSSES'SHALL BE DRAFT STOPPED r,7777,+� SOFFIT LIMITS v L OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE SO THAT THE AREA OF THE CONCEALED SPACED DOES NOT EXCEED 1000 L1_ J_.I WALKING SURFACE.GLAZING IN WALLS ENCLOSING STAIRWAY SQUARE FEET.THE DRAFiSTOF SBALL DIVIDE THE CONCEALED SPACED INTO LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP CA APPROXIMATELY EQUAL AREAS PER CBC 708.3.1.1.1. k' STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS ALL PENETRATIONS OF THE DRAFT STOP SHALL BE SEALED) SHEET: OF. THAN 60 INCHES ABOVE A WALKING SURFACE. DO NOT SCALE PRINTS CAD FILE:232g4A1 ,n6 O O 0 0 cn y N U O L N 0) U r O 3 m o � cd w co 0 m - ® g N U E W v 3S"LOW WALL ALL C CARP"CLG. �7 CARPET TECH m I 9'-0'CLG. �' _____ CARPET PH WIRE SH. Q snm SOSO&-PASS AFC w m 10_10. ® �._S. I p�p�� I AFC dURM io AFCI OT2 J ,-3 / e U) o 9'-0"CLG. Z Y PA CARPET co it O > m _-/ LD C_ � w L 4050 SL 2050 FX ul) Z W O -m- 00 O OPT. TECH & a cmJ Z Tn , BDRM. 4 U z LL REFER TO RASE PLAN SHEET A RC-2.1 FOR a W ADDRIONAL NOTES AND DIMENSIONS. J Z W O O U W > (,-Pj 20 W OUJ a � _ O a Zz a Ww J W W p J Z Z O Y wJ (n J U z eA.. ..=oE�E"AAl R T.l T s."�o::m�. T-ALL PROJECT MANAGER SD. DESIGNER SD. DATE 5-21-04 JOB NO. IIJJ 04-03 SHEET RC- 2.1A OPTIONAL FLOOR PLAN SCALE: 1/4" = 1'-10" SHEET: OF: DO NOT SCALE PRINTS CAD FILE:2324A1A 0 Lc) Lu 0 (5 di 20'-B' 14'-4' 14'-4' < 4'-11* 4`11' 6'-2- 31-8. 51-10, 5'-0' 4'-11* 41-6. 4'-11' d) cl c>0) 0 .2 — cc u- ID cc C3 cc cl) cl) c. - ------ FAMI 04 0 E -------------1 M, BDRM, iEo 4N uj X0 V cc WALK-IN M, BATH x KITCHEN 00 kJ b o vv 00 Lb 6ND Lu cl) fV Z Lu 0 ±16LL Lu DINING LLo BDRM, 3 BONUS RM./ cl) OPT. TECH./ GARAGE Lu BDRM, OPT, BDRM. 4 < 0 co F— z 04 C-) d z U. L------------ -- NLu cy) 0 c\l z PORCH ui < -- ------------- U) z 0 0 C-4 cl)Lo V-4- t- UJ > L 5'-4- 2-81 7 4'- 2--l' Oi� 4-4' 0 7'-0 4 cm ; @) 101- 10'-4' 14'-4' 20'-3' 14'-4' I W 0 W 35'-0' c\l < o" Z Z u cl) X Lu 2 FOR z < i Lu REFER To BASE PLAN W ADDMNAL NOTES LAN,S,H,EMEErNR,CDN,:l < —j z —i o W Z < 0- Y w -i U) _<j UPPER FLOOR PLAN 1359 SQ. FT. LOWER FLOOR PLAN 965 SQ. FT. SCALE: 1/4" = 1'-0" OX ... A .1 N�l . .... .....M WALL KEY 52 PROJECT MANAGER Ci SD. INDICATES LOW WALL DESIGNER 2 x 4 STUD WALL SD, DATE 2 x 6 STUD WALL 5-21-04 JOB NO. 2 x 6 PLUMBING WALL 04-03 SHEET POT SHELF 2 SOFFIT LIMITS F-7-271= SHEET: OF: 00 NOT SCALE PRINTS CAD FILE:2324A1 0 0 r o o y N N Q> (� o 3 � o c C roc O .5 HOT V ? 1/2 ® -DEDICATED POWER cc 5 AFC ? ci C. I. ® SINGLE PHASE FUSEA1 cif BLE 7 `\ 1/2 \•CONNECTION FINAL HOOK UP O O f A V W.P. 72' H.B. Or BY MECH.SUBCONTRACTOR v+ a M. B M. AFC ir-'---_-.,� w :'AM LY j/ Px' li`FI L!� e.' c.E-I:.■ PROVIDE FLUOR.LIGHTS N U W UNDER UPPER CABINETS. x O C •\ r ?ID. a>® .T, W.P. PL C FLBAIH 1 / NOOK TI - -- DASHED LINE SHOWN FOR KEY &F.1. AFC AFC AFC 4 ATTIC FURNACE AND PASSAGEWAY �' C.F.I. . g'-0'in 0• 24"WIDE OR SIZE OF EQUIP., WHICHEVER IS GREATER, OF SOLID CONTINUOUS _ -lv ® FLOOR'G FROM SCUTTLE TO ,I - -/I'GFU ` a EQUIPMENT AND ITS CONTROLS / \ /- f LENGTH OF THE PASSAGEWAY SHALL NOT EXCEED 20 FT,PASSAGEWAY. 708) r - • .I. „"( - - M I� -_- -O �� .,.�, ___-_ G.F�y• G.F.I. >r m UGNT 0 F G F I 3 I GF.14 70 EAU. +72' 2•-0' 7-0' +42 B o >r--- II '. ' ®� MIN. MIN. i C. I I CID y l I Z Y 0 +72' _ a � /' I HALL PH /' ®� _D W I.i 20'-0'LONG w ELI i- pFCRETE WINDOW PEND' \ ELECTRODEENCASED 0 0 0 I ' ARC SA LL - A' BONUS RM./ /' *' � �- � H DOOR OPENERU ET FOR (�YFRIFY LOCATION) Z W OPT. TECH. & ELE ( OPT. BDRM. 4 PH / BDRM. 2 a AFC GARAG- 11VEIiiFY Lo�CATI20 AMPS) O /p AFC +42,G.F.I. P R HOT SIMP�IX OUTLET ROVIDE UFER G OUND WITH BOND ` co 0 OUTLET FOR j TO CAS ANO R LINES. >_ � L. AFC v.,NG IRRIGATION TIMER j SEE DETAIL 3 co z } I SHUT OFF girt H.B. I N J VALVE < c AFC NTRY CABLE TV AND PHONE LINES C 1 2 -' TO BE HOME RUNS' O Q ^�--_` ` -- ` ` -T-` -` - PROVIDE MINIMUM THREE GROUND Z LL CLAMPS FOR TRADES.' ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT. -- ------------- IN W SINGLE-PHASE,15 OR 20 AMPERE I ' AF'C RECEPTACLE OUTLETS INSTALLED IN DWELDNG 0J UNIT BEDROOMS SWILL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER. I 200,DEC 210-12(b).TYP. `I ADDRESS LIGHT N a: Z G.F.I. PORC (Low voLrACE) H �5 W.P. Lu __- I )V/� ❑- --- ------ ------ r7 - - ? - ❑ - N O o Q co U - UPPER LEVEL PLAN OWER LEVEL PLAN �¢ 20 iL�SIL9- J O W Q o = a ELECTRICAL / UTILITY PLANS SCALE: 1/4' = r-o Q w W o ELECTRICAL NOTES: E) OUTDOORS:AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE PLUMBING NOTES: MECHANICAL NOTES: J W Z Z LEVEL SHALL B INSTALLED AT THE FRONT AND REAR OF THE OWEWNG. SYMBOL LEGEND O Y W J 1. ALL 125 VOLT,SINGLE-PHASE,15 AND 20 AMPERE RECEPTACLES INSTALLED C.E.C.210-52�e) 1. ANCHOR DR STRAP WATER HEATERS TO RESIST EARTHQUAKE MOTION. 1. ALL DUCTS PENETRATING R-3/U-1 OCCUPANCY FIREWALLS 7. AR COOLING COILS LOCATED IN THE ATTIC SHALL HAVE CPC SECTION 510.5. SHALL BE MINIMUM 26 GUAGE GALVANIZED SHEET METAL ON A SECOND WATERTIGHT PAN INSGLIED BENEATH THEM Q OUTDOORS WHERE THERE IS DIRECT GRADE LEVEL ACCESS,SHALL HA ROUND- B. SMOKE DETECTORS SHALL;BE INTERCONNECTED TO SOUND AN ALARM IN ALL GARAGE SIDE CBC SECTION 302.4. PER CMC 1108.10 h 1106.12. F T CULT INTERRUPTER PROTECTION FO NNEL.CEC 210- A 3. SLEEPING AREAS OF THE DWELUNG;BE INSTALLED IN EACH SLEEPING ROOM AND 2. WATER OUTLETS WITH HOSE ATTACHMENTS AND HOSE BIBBS MUST HAVE RECESS WATER J Z 2. ELECTRICAL OUTLET BOXES ON OPPOSDE SIDES OF THE C-ARAGE-OWEWNG IN THE CORRIDOR OR AREA GANG ACCESS TO EACH SEPARATE SLEEPING AREA AND APPROVED NONREMOVABLE TYPE flAdfFLOW PREVENTION DlACES INSTALLED. 2• HEATING ANO COOLING EQUIPMENT(INCLUDING WATER o BE EQUIPPED WITH A BATTERY BACKUP AS PER C13C SECTION 310.9.1. CPC SECTION REMO7. HEATERS LOCATED IN A GARAGE SHALL BE INSTALLER BOX LOCATION CEILING FAN FIRE RATED WALL SHALL BE SPACED AT LEASE 24 INCHES APART HORQOMALY ® SO THA�THE P6AT5 OR BURNERS ARE AT LEAST 1S CEILING MID HAVE STEEL OR RATED PLASTIC BO%ES PER CBC 709.7 9, A DEDICATED 20 AMP CIRCUIT IS REQUIRED TO SERVE THE REWIRED BATHROOM 3• PROVIDE MINIMUM OF 1r4'PER FOOT SLOPE FOR HORIZONTAL DRAINAGE ABOVE THE FLOOR LEVEL CMC SECTION 3TOIE 3. Q EX•FM MOUNTED LK,TTT Fl%TURE „i°se°MAui......"" o*ninaPAo.Ea°*w"wcr*"„ 3. MAIN SERVICE PANEL ELECTRICAL LOAD CALCULATIONS SHALL CONFORM TO CEC 220. RECEPTACLES PER C.E.C.210-52. PIPE.CDC SECTION 71 1. ^ aaa .^e.„e„Or r0 es 10. PROVIDE CONVENIENCE OUTLETS A MAXIMUM OF 8 Fr.FROM OPENING AND 12 Fr. 3. IXHAlISf FANS REQUIRED IN HAT H AND OR LAUNDRY ROOMS N CABLE NDER CAl Ef ^`ROOM:"^c r„"..�s°6�e°E^p�°'r 4. PROVIDE GROUNDING AT SERVICE ENTRANCE TO COMPLY WITH CEC 250-81 OR 250-83. ppp ,T}{E MINIMUM WALL SPACE 15 2 Ff.AND MAXIMUM KITCHEN COUNTER TOP 4, NO VENT FROM INDIRECT WASTE PIPING SHALL COMBINE WITH ANY SEWER MUST CONNECT DIRECTLY TO THE IDE AND MUST 'O LpOpTION Fl.UORSCEM LIGHT SPACE S 12 INCHES WITHOUT AN OUILEr.<E210-8> CONNECTED VENT.BUT SHALL EXTEND SEPARATELY TO OUTSIDE AIR. PROVIDE 5 AR CHANGES PER HOUR.CDC SECTION 1203.3 zi he"Use OR 5, FIXTURES IN CLOSET SHALL MAINTAIN 18'CLEARANCE FROM COMBUSTIBLES.CEC 410-& CPC SECTION 803. PH TELEPHONE +><r ELECT SWITCH a.000 O ,nO,eas. 6. PROVIDE GET PROTECTION PER CEC 210-8a. 11. PROVIDE GROUND-FAULT CIRCUIT-INTERRUPTER((G.F.C.I.)FOR OUTLETS IN BATHROOM, 4. A WARM AIR FURNACE INSTALLED IN AN ATTIC OR FURRED ozoo. () IN KITCHEN WHERE RECEPTACLES ARE INSTAII•D TO SERVE COUNTER TOP SURFACE, 5. CLOTHES WASHER STANDPIPE RECEPTOR SHALL EXTEND BETWEEN 18 AND 30 SPACE SMALL COMPLY WITH THE FOLLOWING PER C.M.C. CHIME DOOR BELL + ELECT SWITCH 7. PLACEMENT/SPACING OF ELECTRICAL OUTLETS: IN BASEMENT,IN GARAGE AND FROM AND REAR OF OUTSIDE OF BUILDING.<E210-8> INCHES ABOVE ITS TRAP. THE TRAP SHALL BE BETWEEN 6 AND 18 INCHES SECTION 307.3 CHIME THREE WAY ABOVE THE FLOOR.CPC SECTION 804.1. PROJECT MANAGER A) GENERAL OUTLETS SWILL BE INSTALLED SO THAT NO POINT 12. PROVIDE UFER GROUND WITH BOND TO GAS MID WATER LINES.<E250-8> 5. PRESSURE TEMPERATURE REUEF VALVES SHALL TERMINATE OUTSIDE THE A) A MINIMUM 30'x30'ATTIC ACCESS. -0PB BUTTON BELL FOUR WAY S`D, ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 13. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,SNGLE-PHASE•15 OR 20 AMPERE BUILDING WITHIN 6 TO 24 INCHES OF THE GROUND AND POINTING DOWN, B) A MINIMUM 30^x30'AND 24'WIDE OR SIZE OF 6 FEET FROM AN OUTLET IN THAT SPACE,INCLUDING ANY RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED SUCH DRAIN MAY TERMINATE AT OTHER APPROVED LOCATIONS.CPC SECT.508.5. EQUIP.,WHICHEVER S GREATER,PASSAGEWAY SMOKE UGNT FIXTURE DESIGNER WALL SPACE 2 FEET OR MORE IN WIDTH AND THE WALL BY MJ ARC-FAULT CIRCUIT INTERRUPTER.2001 CEC 210-12(b). TO THE FURNACE AND CONTROLS. O%e DETECTOR WALL MOUNTED SD. SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS,BUT 7. CIFNHOUfS SHALL BE PLACED INSIDE THE BUILDING AFAR THE CONNECTION EXCLUDING SLIDING PANELS IN EXTERIOR WALLS.C.E.C.210-52(a). 14. PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BETWEEN THE BUILDING DRAIN AND THE BUILDING SEWER OR INSTALLED OUTSIDE C) THE FURNACE SHALL BE LOCATED NOT MORE ELECTRICAL UGM FIXTURE DATE THE BATHROOM RECEPTACLE OUTLETS.SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THE BUILDING AT THE LOWER END OF THE BUILDING DRAIN AND EXTENDED TO THIN 20 FEET FROM THE ATTIC ACCESS. ® JUNCTION EXHAUST FM@ B) KITCHEN COUNTER TOPS; RECEPTACLE OUTLETS SHALL BE 2001 CEC 210-11(e)(3). GRADE. CPC SECTION 719.1. UGM COMBO. 5-21-04 INSTALLED AT EACH COUNTER SPACE 12 INCHES OR WIDER. D) A LEVEL WORKING PLATFORM 30 INCHES IN DEPTH 1//2 DUPLEX OUTLET JOB N0. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG 15. OUTLET BOXES OR FITTINGS INSTALLED AS REQUIRED BY SECTION 370-23 SHALL BE 8. GAS PIPING SHALL NOT BE INSTALLED IN OR ON GROUND UNDER A BUILDING. IN FRONT OF THE ENTIRE FIREBOX SIDE. HOT HALF HOT LIGHT FIXTURE THE WALL UNE IS MORE THAN 24 INCHES FROM A RECEPTACLE PERMITTED TO SUPPORT FIXTURES WEIGHT 50 I.B.OR LESS. A FIXTURE THAT WEIGHS CPC SECTION 1211.3. FLUSH CANS O4-03 OUTLET IN THAT SPADE. ISLAND AND PENINSULAR COUNTER TOPS MORE THAN 50 I.B.SHALL BE SUPPORTED NDEPENT OF THE OUTLET 80%UNLESS E) A PERMANENT ELECTRIC OUTLET A LIGHT QUPLIX OUTLET 12 INCHES OR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE THE OUTLET BOX IS LISTED FOR THE WEIGHT TO VBE SUPPORTED.2001 CEC 410-16. 9. PROVIDE BONDING FROM COLD TO HOT WATER PIPING TO COMPLY WITH FIXTURE CONTROLLED BY A SWITCH LOCATED AT TIERM05TAT SHEET FOR EACH FOUR FEET OF COUNTER TOP.COUNTER TOP SPACES 15. 0 I L G S E S AC 50 iHA NO P01 CEC SECTION 250-80. THE ATTIC ACCESS,AND A FUEL GAS STUB SHALL 22N DUPLEX OUTLET OT WALL MOUNTED SEPARATED BY RANGE TOPS.REFRIGERATORS,OR SINKS SHALL BE PROVIDED AT OR NEAR THE FURNACE. 220 VOLTS BE CONSIDERED AS SEPARATE COUNTER TOP SPACES. ALONG THE FLOOR LINE OUTLET ANY WALL SPACE IS MORE TFVW 8 FEET HORIZONTALLY 10. NO DOMESTIC DISHWASHER SHAL BE CONNECTED TO A DRAINAGE SYSTEM OR FROM AN ELECTRICAL OUTLET PER CEC 210-52(a)1. FOOD WASTE DISPOSER WITHOUT THE USE OF AN APPROVED DISHWASHER ARGAR 5. OOMESIIC CLOTHES DRYER SHALL BE PROVIDED WITH A MIN. WP DUPLEX OUTLET -I KEY GAS VALVE KEY RECEPTACLES ON KITCHEN COUNTER SHALL BE NOT MORE E WITHIN 24' FITTING.CPC SECTION 80J.4. 4 INCH DIAMETER EXHAUST DUCT AND TERMINATE OUTSIDE THE OR WATERPROOF R C n.�] OF THE WALL OR COUNTER EDGE AND SPACED NOT MORE THAN B. ONE 20-AMP ELECTRICAL CIRCUIT SHALL BE PROVIDED IN THE LAUNDRY AREA PER L L 48'O.C..C.E.C.210-52(c) CEC 210-11(a)(2).THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. 11.IN SHOWERLS AND TUB-SHOWER COMBINATIONS CONTROL VALVES MUST BE BUILDING AND SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS. GROUND FAULT �.F.G. FUEL GAS PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES.CPC SECT.420.0. THE MAX HE 14 Fr.IN AND HORIZONTAL LENGTH SHALL NOR C) BATHROOMS:AT LEAST BAT ONE WALL RECEPTACLE OUTLET SHALL IO 17. B THE KITCHEN TWO OR MORE )(,AMPERE SMALL-A'PLIANCE BRANCH CIRCUIT SHALL EXCEED THE 14 Ff.INCLUDING TWO 90 DEGREE ELBOWS.<MO906,0504> AFC ARC-FAULT INSTALLED IN THE BATHROOM ADJACENT TO EACH BASIN LOCATION. BE PROVIDED PAR CEC 210-11(c)(1) 210-52(a). ® CIRCUIT INTERRUPTER rt H.B. WATER HOSE BIB C.E.C.210-52(d) 12.KITCHEN AND BATHROOM FAUCETS WTIH A MAXIMUM ROW RATE OF 2.2 GALLONS ® 6. VENTING SYSTEMS SHALL TERMINATE NOT LESS THAN FOUR FEET OPERABLE WINDOW COLA WATER 0 HALLWAYS:HALLWAYS 10 FEET OR MORE IN LENGTH SHALL HAVE 18. CLOTHES DRYERS AND ELECTRIC RANGES SMALL HAVE A 4-WIRE GROUNDED ELECTIIGL PER MINUTE PER CPC 402.8. FROM,AND NOT LESS THAN ONE FOOT ABOVE A DOOR, AN OPERABLE WINDOW G.F.I. GROUNDDUP OUTLET -T-C.W. LOCATION SHEET: OF: AT LEAST ONE RECEPTACLE OUREf.C.E.C.210-52 h OUTLET PER CEC 250-138. OR A GRAVITY AR INLET INTO A BUILDING.2000 CMC 806,6. CAD FILE:2324A2 s I . I mml� ILI \M7 \ I : x I I I -- FrrT -- ® ------ - -i I, N C1 U r BALL j o .2 I ----------------- U .a DINING p I / I ♦ I V' co C tV CL buj 04 BONUS/RM./ i ♦`� -' c �u/ OPT/BDRM.4 j \B M. 2 I ^ 0 I ` IGi �y � I ♦ 1 uvlNc � ¢I d W. / I `♦ I I/ I 4050,SL ,� ---_--- 'I b -- ------— J---____- ---- R.STUCCO STONE VENEER 0/3X4 W — —J-- ,n � 1 nr---_— — J .^ $� 18'-0'zT-0'�•W IMSIUD�O 'D . L— — p V I — J / of > Ix zoao Fx zo4o Fx 1— stucco POTSHELF SL N A '— — T'------ ------ --- -•I E TO OfWN I I 2'-5• p'-0" W.P.MEMBRANE L 5,, SEE EXT.ELEV, PORCH m 4 T n 1CLQ B-D•smoo SOFFIT in TYP. CONC. SEE Ca.ELEV. CONC. q' co TTTT7 77 TT777777 "' N I o I%LL1��CLLl�ff DRIVEWAY $ I - I _ Z Y NC 3• '-0 A-3' WALK, 3' ' TAPERED STUCCO COL W/STUCCO 0/ TiP. TYP BY OTHERS _0 Y O 2-5' 4-5' 4'-5• 2'-1 5'-0• 5'-4• 5'-0' 5'-4• 2X}FOAM TRIM AT TOP&Bi 0/ '_b• 11'-10• '-3 7-1' 18'-2• 2'-b' W ii� 22 S0.STIC STONE,VENEER COL.BASE — W WX STU U3X4 WD TRIM-TYP. 10'-4' SttE EXf. -_. ..._ 10'-4' _ _ 14-4' _-_, .__ 20'-B' '� NOTE:REFER TO CML AND LANDSCAPE � E WOOD SOFRT -----�— DWG'S.BY OTHERS,FOR ALL DRIVEWAYS, Z 35 SEE EXT.ELEV. ,-0" FENCES AND SIDEWALK k LOCATIONS. < c - —� REFER TO BASE PLAN SHEET RC-2.1 FOR o MOTIONAL NOTES AND DIMENSIONS, UPPER FLOOR PLAN LOWER FLOOR PLAN C Z w I I I ILI I I I ♦ -- I -- ----- N I l 1 i® I i Z L � � `�♦ I � eQ F— J Y LL DININ ig j V ! O o 4 i BONUS RM/ / `♦ ♦♦♦ ♦``♦ ! a w > OPT. TEC & `♦♦ �� ♦;BDRM. OPT, BORM. 4 -� ♦ 1 I ' ` ♦ `♦ ♦ `` GARAG O � ♦ _ - I i�`♦ ``♦ ♦`♦♦`♦ \``. 11YINS ? d / ♦♦` ♦\` ♦` ♦\` ♦`♦ I Z W x W LLI ♦ ILLJ Ii `♦ `♦ \ ♦ I Y 0 ' Z ♦ ` \r--- 4050 SL 18-0 z7-0 GPlL DR. : LL J THIN SF / ---- ---------- —`i \ 4050,SL r —�SSE of�LE 1 b 50 SL 3¢ SEC DR VENEER 7 V J e U Z 1— 4050 SL 2050 FX e. DRAFT-1- SLID p_p• 2_5 W.P.ME/ABRANE I y N 9}°: ""•'A`'Be`ik:°}2I e8°".$ ' / CONC. SOFFIT CONC. T e °°T... RAn w"u"n�ede�nEnp "r Q I I I SEE EXT.ELEV. PORCH ��yy�� ' �"° o M v"wiwour STUCCO SEE EXT.ELEV. V'1 e. ° NT. DRIVEWAY =_ Q .� CJ — _— G BYOTHERS .-. ... r — PROJECT MANAGER ven.°„uuu o�oD ��� CONC. • WOODRNL ow°n.nm id'"`nenu"ese. ` ----- 4 4 STUCCO SOFFIT ° I _ __ _ MANAGER ----- — J TYP. , — ..... 12 STUCCO COL%STUCCO 0/ WAU( .+ ' DESIGNER 2 4 O C AT TOP k BOR. I4 TYP. WALK ERS 4-5' 7'-Y 2'-B• 5-0' b-4• 5-0' 5'-4' 0 20'0.BRICK VENEER COL. '_O 7'-0' '-0 4-4• - 2'-1' 15'-2' 2'-5• � ADE E W BRICK VENEER - '- 14-4 10'-4• 10'-4' SEE E1RIOR EUVATIONS L 14_4, 20'-B• _ / NOTE:REFER TO CML AND LANDSCAPE �J 5-21-04 - '�f— -- - — DWO'S.BY OTHERS,FOR ALL DRIVEWAYS, L JOB NO. FENCES AND SIDEWALK LOCATIONS. 04-03 ._.._-.._.._ _._._ __. — +f REFER TO BASE PLAN SHEET RC-2. 1 FOR SHEET UPPER FLOOR PLAN LOWER FLOOR PLAN AODTIONAL NOTES AND DIMENSIONS. LL RC- 2.3 ADDENDA FLOOR PLANS SCALE: 1/4" = 1' SHEET: OF: 00 NOT SCALE PRINTS CAD FILE 2324A3 0 0 Ln r O O y eF N O 4) N v O L N (7) V N. O o c in � V > c� cc c � O o t/j c. 04 V W O c �a ebol m F Z Y L U) L W F � a o o _ Z w ♦ I 1 ----------- I I I I I ♦ � .y% I --- ----- Q J I U Z L I DININ I I m W '``♦ V O o BONUS R / \♦\ `♦ `\`♦ j 4I 4 U W I i OPT. M. 4 `♦ ♦` ♦ `BQ� 0 ♦ `♦ I GARAGE j W O W ♦` Q o = I I `♦ ♦� `♦ `♦ I Q J W W I I I ♦` ♦` ♦ ♦ I I W I \\\ \♦ 40.5D SL 6j cT.GAR.DR. -- -'�------�• O Y W J F_ _ ______ -- — -- —ySEE EKf.ELEV� _-- — o __..._._...._— •`7i5 cS�E VENEER "°i i \` --4Q50 SL.[• i Si—�UCCO y7pNE VENEER b ...._.-_ ' 5050 SL � * — J Z —STUCCO POTSHELF —t --- ---y---- � —i — ( SEE EXT ELEA i WOOD RAIL 4_3. T,_3. 2,_1 .oEe°e"nse Eiw o.o"`°n o"h.",n"�•To 4050 SL To DRAW LT"' T I i 7 PORCH CONC. co �b P.".."LC— fC,B""aw T"T' E6E�t"boH SEE EX.E EV. 9'-0 SNCCO- STUCCO SOFFIT DRIVEWAY V ` zCONC SEE Exr.ELF/. er OTHERs ^' H apw"rnnM�eMANAGER ----------- --- — CONC. I D.�.�SRKX:O STONE VENEER EfY OTHERS 0' `y''�ltq' GNER4•-3' T-5' 2'-B' 5'-0' S'-4' S'0' 5'-4' SEE EXT.ELEV' D,S•-S' 11'-g' 4'-4' 1'-g' 2'-1' 16'-2• 2,_5. v VTE10'-4• 10'-4' 14•_4• 2p'_g• NOTE:REFER TO CML AND LANDSCAPE 1-O 4DWG'S.BY OTHERS,FOR ALL DRNEWAYS, Z INFENCES,AND SIDEWALK LOCATIONS. -OSREFER TO BASE PLAN SHEET RC-2.1 FOR QEETUPPER FLOOR PLAN LOWER FLOOR PLANAODTDN,L NOTES AND DIMENSIONS. 2.3A ADDENDA FLOOR PLANS SCALE: 1/4" _ -O" OF; DO NOT SCALE PRINTS CAD FILE:2324A& STAIR 1. ND.B CONSTRUCTION AND CHAPTER COMPLY WITH CBC TABLE Lo O 2. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED TO SUPPORT r A 300 POUND CONCENTRATED LOAD PLACED IN A (D POSITION WHICH WOULD CAUSE MAXIMUM STRESS.STAIR 1 STRINGERS SHALL BE DESIGNED FOR THE UNIFORM CV DESIGN LOAD SET FORTH IN CBC TABLE NO.160, �+ 3. 84DD Y,GUARD AND HANDRAILS SHALL BE DESIGNED TO N RESIST 20 LOS.OF LATERAL LOAD PER LINEAL FOOT WHEN O cm AT RIGHT ANGLES TO THE TOP RAIL.GUARD& C.�HANDRAILS MUST BE ABLE TO SUPPORT AT LEAST 200 LBS. ON APPLIED AT ANY POINT ON THE RAIL FROM ANY DIRECTION. CBC TABLE NDABB. U r 4. THE TOP OF GUARDRAILS SHALL BE NOT LESS THAN 38' C IN HEIGHT. 3 O 5. PROVIDE IN FIRE BLOCKING AT IN OPANDCONCEALED SPACES BETWEEN O O •N STAIR STRINGERS D THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND S LANE RE RUN OF V •' STAIRS C1 THE WALLS.UNDER THE STAIRS ARE UNFINISHED. �15 CBC SECDON 708.2.1.3. Q 6. THESE PLANS AND SECTIONS ARE DRAWN AS A DESIGN CD TOOL TO ASSIST THE SUB-CONTRACTOR IN THE �j a PREPARATION OF THEIR SHOP DRAWINGS.THESE SHOP C O ® DRAWINGS ARE TO BE APPROVED BY THE OWNER AND LOCAL BUILDING OFFICIAL THESE PLANS SHOULD ALSO 0 0 •� BE SUBMITTED TO THE ARCHITECT FOR HIS REVIEW FOR O THE GENERAL CONFORMANCE WITH THE DESIGN CONCEPT '` V 13 a OF THE PROJECT,PRIOR TO CONSTRUCTION. CONIC.TILE 0/ N U W CD ��� I I 7. SUB-CONTRACTOR TO FIELD VERIFY ALL CONDITIONS ROOF SHEATEff HING• 12 ( I p PRIOR TO THE FABRICATIONS OF STAIRS,HANDRAILS, 4 AND GUARDRAILS. " A O I w TRUSSES BY OTHERS STAIRWAY HANDRAILS: MAXIMUM RISE OF 8 7• INCHES/4 INCHES MINIMUM 41 N AND MINIMUM RUN(TREAD)OF 9(11*)IN(STES C T / ( IF NOT PRWATE STAIRWAY OR O.U10) TOP PLATE LINE _ TOP PLATE UNE 1 S-J ( CBC SECRON 1003.3.3.6. \,I b. MINIMUM WIDTH OF 36 INCHES(OCCUPANT LOAD<50) _ —S / a MINIMUM HEADROOM OF 6 FEET 8 INCHES. S-J C.B.C.SECTION 1003.3.3.4. d. ENTY.OSm USABLE SPACE UNDER STAIRWAY REQUIRES T � CD ONE-HOUR CONSTRUCTION ON ENCLOSED SIDE. _ I\Ir Sa STAIRWAY HANDRAILS: , PROVIDE CONTINUOUS HANDRAIL FOR STAIRWAYS WITH 2 II j Yl�\ Wp,µµpp�ML °0 MORE RISERS 4 OR MORE RISERS IN DWELLING UNITS BA''H r`-- HALL BDRM. 2 II I If Illn\\ AND GROUP�M'OCCUPANCIES. F- r 7 e b. � I/ (� II I II II \ CARPET 0 o HANDRAIL SHALL BE 34 AND 38 INCHES ABOVE THE I \ / NOSING OF TREADS MIXER wAoHen - BATT INSULATION AT I 1 1 8'TADS Cl CBC SECTION 1003.3.3.6. R / FLOOR SPACE ABOVE >/ / &T 2'Ri5ER5 / I I 1 m L - \�1q1 Ij �I 11 1I 11 OS/fRI fGGEERRS2 (m °• HANDRAIL SHALL 8E CONTINUOUS THE FULL LENGTH OF 2ND FLOOR LANE GARAGE ONLY 71P. 2ND FLOOR UNJ� THE STAIRS AND,EXCEPT FOR PRIVATE STAIRWAYS,AT ��-—---- LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTION TOP PLATE LINE TOP PUTS LANE 11 1L •11 11 III p OF THE STAIR RUN NOT LESS THAN 12'BEYOND THE TOP _-- ---- �k CD II III 12 a AND BOTTOM POSER. II CD a d. INTERMEDIATE BALUSTERS ON OPEN SIDES SHALL BE .— 5/8'TYPE U.B.C. GYP.E0.FOR 1 AHR.LL CONST. 10 �I � SPACED SO A 4'SPHERE CANNOT PASS THROUGH. AS PER .C.302.4 EXC.3,SHALL BE z 8 MAXIMUM B. SPHERE AT THE TRIANULAR SPACE FORMED INSTALLED ON WALLS AND�1LING5 ADJACENT B. THE RISER AND TREAD. TO LIVING SPACE AND All WALLS AND POSTS N C 1 C.B C.SECTION 509.3. SUPPORTING HE HORIZONTAL PORTION OF THE Z e. THE HANDGRIP PORTION OF HANDRAIL SHALL BE NOT F ONE HOUR OCCUPANCY SEPERATKIN. O / LESS THAN 1-1/2 INCHES NOR MORE THAN 2 INCHESIN Cn W C.B.C.SECTIONS SIb1003.3.3.6. NOOK ® GARAGE m 7 TREADS 0 10'EA. LU f. RETURN HANDRAIL TO NEWEL POST OR WALL X C.B.C.SECTION 1003.3.3.6. IF I 1ST FLOOR& ap L FLOOR LINE _GONG CURB UNE rn STAIR SECTION' 1 SCALE: 3/8" B Z w O r- o ` ti = Q It 04 J y: V Z L I Q ~ Lu J 12 12 Q Z JO/FELT 0/ 4 4 ROOF SHEATHING ' W 12 TRUSSES BY OTHERS 12 Z 4� ® ® �4 TRUSSES BY OTHERS O O ,�TO�PIATE LINE_ _ RW PLATE LINE TOP PLATE LINE__ TOP PLATE UNE Cn BLOWN INSULATION BLOWN NSULATKIN AT Q L CEILING-TYP. CEILING-TYP. ® --"I��. ' -_---_---- r— U W Q T C COX DRYWALL 1/2'Co'yp-DRYWALL TYP. AT CEILING-TYP. AT CELL -TYP. w II ® F BONUS RM./ ® I O LAUNDRY WALK—IN ql OPT. TECH. & Q a M. BDRM. BbRM. 4 Z z U) xw F\ 1/2'GYP.BD. 1/2'GYP.BD. ml J WL \ / AT WALL-TYP. AT WALL-TYP. 1L' /X\ BATT INSULATION BATT IN ULATION I 12 LU L2.FLOOR LINE _ / - AT WALLS-TYP. 2ND FLOOR LINE 2ND FLDOR LINE AT WAL S-TYP, 12 4 2ND FLOOR LNE Z // — —_—_ —_—. W G Z TOP PLATE LINE -- _ TOP PLATE LINE TOP PLATE LINE___ '� _TOP PUTS UNE O Y W J Q -- ---- �SNCCO 1 ---- - COILING -- OPEN TO I I SroF 7�ro TI N -- ❑ NOOK j -____ W mLu M N K ____ FAMILY PO DER,I DINING LIVING PORCH ! o �o.Y a^oo a ss Eo w s U__;T..' w°a; �AaEo T.�o EaE � cm -IEEE l i r PROJECT MANAGER 1ST F UNrr LOO LOOR LINE 1ST FLOOR 1ST FR_UNE __- li ., _ -_,I 1ST FLOOR ' DESIGDNER 1 04 PROVIDE 5/8'TYPE'X' _ SD. GYP.BD.THROUGHOUT PRDYIOE 5/8'TYPE'X' ACCESSIBLE SIDE OF STAIRS GYP.BD.THROUGHOUT r.-"� DATE 0HR CONST.) ACCESSIBLE SIDE OF STAIRS L T�c --�' 5-21-04 C Ill CONST.) A f z JOB N0. Q 04-03 SHEET HEFT FOR STRUCTURAL.INFO.NOT SHOWN SEE STRUTURAL DRAWINGS RC- 2.4 SECTIONS SCALE: 1/4" = 1'-0" SHEET: OF: CAD FILE 23244 0 0 `T o 12 C) __ 7a a; �� rt' rn SCREENEU(2aVr 1 Yz16•GA. 12 0 AmCpAREA AL LIT --- N .2Da05TduCfURAOi PIiaNS , a� N UMED F.A.M._ 20 SQ.IN.LA. I it >` N a I CD 'I TOP PLATE LINE _ TOP PUTE_LINE (� C)...____— AT HEADER U C I 0 o I - CD II O N •N I, ROOF MEA"A' BELOW i • PROVIDE 22'X30'VENTILATION CUT-OUT li 3 I SLOPE-4:12 U ' IN ROOF S FORC HACCESS ANDLATTICVENTILATION INGI� CD i 1133 S4Ff. -'o o ® m a C�A O` Vl I 3 245(12"G.I METAL HALF ROUND DORMER I —LINE OF OF WALL BELOW i 12 CONTROL STUCCO 0 2X12 �() II � 00 O 0- , COWER VFM W/BUG SCREEN(CORROSION- I SHOWN DASHED 4� JOINT- FOAA1 �- 2ND FlAOTLINE.I (V V,J RESISTANj WIRE MESH OPEN'G OF 1/47 I I ,2ND FLOOR LANE - -_-- -—-—- "'kkk--'N MANUF.-C&J•-DM24S.OR EDUN. - -—-— - -— (125 SQ.IN.FREE AREA) I� _ 1 TOP PLATE LANE _ _—_—_—_ __-_ - - - -__ _ _ _ _ _ -—- _ _ ___ —_ _ - _—_—TOP PLATE-LNE 'LAW PROFILE'CONC.TILE o C I �\¢ I CUSS•A"0/30f FELT 0/ 0 1 4, 0 ONTROL: AT HEADER I I O ROOF"EAGLE'I.C.8.0.TER-4660 II 4 I ROOF SHEA ING ------- PROVIDE 22'X30'VENTILATION CUT-OUT I it '-B. �-:r, ________.___ _______ ION VERIFY PWMBINLGDRAWING_______------ - IN ROOF SHEATHING BELOW FRAMING I CD Sp° ;I " j FOR ATTIC ACCESS AND ATTIC VENTILATION II I _I ,iIIIt L UATILAITnYYo MWT H COMPANIES ES +4 +cr I II 5 L I m _ __ 1ST FLOOR& N o g�g I LID BELOW 2 C 4-2' CD CURB LANE _ _- _ _ _ �_ _ S BELOW T \ coNC.STOOP r- _ ---� VERIFY FENCE LOCATION ROOF AREA'8• DRAWING -14'XB'COMBUSTION AIR VENTS BELOW SEE LANDSCAPE RIGHT I TOP a"o MBUSM STUCCO SOFFIT b SCOPE-4:12 12 m SEE EXT.ELFV. 71 SM. ?OUVFR VENT W/8U�CREN(ODRROSDN- 4 PROVIDE(4)1 1/2•z16"G.I. RESISIAN,T WIRE MESH OPENG Of 1/41 _ o SCREENED SAVE 4ENT5 (12,5 -C&J'-DM24S.OR EGUIV. 12 C00pPORCH AREA (125 SQ.IN.FREE AREA)-TYP. w/RST�C�TURF LAN 4 ASSUMED FAM.= 20 SQ.IN.EASTUC SH 6URERS WV FOAMC. . BLOCKS BEHIND-TYP. HEAD-TYP. ATTIC VENT REQUIREMENTS: TOP PLATE UNE ______.,.___ TOP PLATE_DNE OO ROOF PLAN LEGEND ROOF PUN NOTES - - ROOF AREA 'A• ROOF AREA•8' LU INDICATES 4 :12 SLOPE/DIRECTION 1. SEE GENERAL NOTES FOR ROOF NOTES. ¢ ATTIC ARE0. 1433 SOFT. 71 SQ.FT. I W 2. OVERHANGS: AT FAVE CONDIDONS, PROVIDED: (USE 1/300-HIGH&LOW (USE 1/150) -Ox 1'-6'XS'0' ❑ '-0 STUCCO 0 1%3 g INDICATES LOUVER DORMER VENT UNLESS NOTED OTHERWISE)) SOR REQUIRED AT UPPER - ��� IL W/REQUIRED INSECT SCREEN. A7 RAKE CONDTIIONS 1/3 OF ROOF AREA SHUTTERS W 2X4 FOAM TPo AT < -(O6rNOTED OTHERWISE) ) BLOCKS BEND-IYP. - JAMB-TYP. ¢o o , GABLE VENT(S) SQ IN. 0 Sp.IN. AMP' j CO / 3. SEE DETAIL IeNl FOR FAVE BLOCK PROVIDED. ( GABLE VENT(S) lb DORMER VENTS) GL m ® FOAM-TY AT w VENT LOWER NTS T SQ,N.) AT 0 SQ.IN.) SILL_Typ, y DORMER VENT(S). 375 SQ.IN. 60 SO IN, CONTROL ! CONTROcc 4.PER C.B.C.SEC.1OF N -PROVIDE A NET FREE PROVIDED:(HIGH) (T OIXtMER VENTS) FAME VENTS) JOINT-ttP. ® JOINT-1yp - VENTILATING AREA OF NOT LESS THAN PROVIDED OF AT 125 S0.IN.) AT ZO SD.IN.)) ! THE AREA OF THE SPACE VENTILATED,EDOVIDEO STUCCO 0/2X12 CONTROL _ 7 (n 1 AT LEAST 50 PERCENT OF THE REQUIRED VELAR- UPPER PROVIDED: 375 SQ.N. 80 SQ.IN. FOAM BAN -TYP. JOINT-ttP. q Z W <2ND FLOOR LINE c L ATINGLOCATED AREA S PROVIDED BY VENTILATORS UPPER REQUIRED: 344 SQ.N. 2N0 FWOR LINE L LOCATED IN THE UPPER PORTION OF THE SPACE fib SQ.IN. _—TO BE VENTILATED(AT LEAST 3 FEET ABOVE TOP PLATE LINE - EAYE OR CORNICE VENTS) SAVE VENT(S). 400 Sq.IN. _ _ _ _—_ _ ___ —_ _—_ _— _ _ _ —_—_— _—_—_—_—_ _—_ _ - _ TOP PU7E DNE O O PROVIDED:(LOW) 0 FAVE VENTS) � 00 I ALTERNATE VENTS). Sp.IN. `- �k PROVIDED:(LOW) ALT.Q.IN.) ■ _ 'I .O, AT VENT ITS --- LOWER PROVIDED: 41 SQ.IN. N C LOWER REQUIRED: 344 SQ.IN. o 4 C�' (� O TOTAL PROVIDED 775 SQ.IN. TYP. Z u. TOTAL REQUIRED: 668 SO.IN. U ROOF PLAN SCALE: 1/8" = Y-O" iST RDOR LINE — _ —I — —_ — -- -- -- al'I� R00R JE z SHUTTERS LEFT W SHUTTERS W 2X4 BLOCKS B ND-TYP. ROW PROFILE'CONC.TILE RODS'EAGLE'I.C.B.O.TER-4660 O O CLASS•A•0/30T FELT 0/ ROOF ROOF SHEATHING ® ,4 C Q 0 Ln 12 DECO.FOAM PIPE CD 12 _ __2XB WOOD FASCIA AND U W 4 STUCCO 2x6 14 12 __. BARGE BD.-TYP. � CC 4 12 4� - FOAM TR�M O HEAD �WOOD BARGE BD. 4 � � STUCCO--1 w O LLI �_ 0./2%6 TOP PLATE LINE _—_ —_ TOP PLATE DNE TOP PLATE LINE _ , _—_ ______ _ __.TOP PLATE LINE FOAM TRIM-TYP. !` O AT HER CD DER-- � -6"W-0" EAD 1' IL 3 FWW FASCIA SHUTTERS W/2%4 •' Z �C CD W/5NCC0 0/-ttP. 12 BLOCKS BEHIND-TYP. ` (n '` W SHUTTERS W/2%4 i'-6•%5'-0• POTSHBF a J W BLOCKS BEND-TYP. SHUTTERS W 2X4 STUCCO-TYR CD ,5 L BLOCKS BEND-TYP. 51. i�• ! STUCCO 0/ ep W r Z .' SNCCO 0/2X4 2 0 (j f 7 G ® )D FOAM TRIM-7YP. a m ® 2. 1 CD ^'I FDAMCOT0 20 O Y W J SRJCW POTSFELF T 5 G.I.WALL FLASHING-TYP. __-___ SNCOO D/2%12 Q �+/ J V z W/S"APED FOAM - ---------- ---- FOAM BAND-TYP. CONTROL /STIK:CO 0/ CD JOINT-TYP. 2- 2-0' 2ND FLOOR LINE 2NFONE 2ND FL OOf-_----_--__- C . DFE gee ex�waae.aeae ve �. " TOP PLATE LINE TOP PLATE UNE TOP PLATE DNE _ _ _ _— - _ _—_—_ ___- TOP PLATE DONE'{ - w" ` _—_—_—_—_ _ _ _—_— —_— - - - - - --_--_ AT HEADER 9i ---- j_SNCCO 0/SHADES EIECAM 69�q""T°•" STUCCO 0/2X12 / -- -- 0 +0• FOAM COILS-1YP. /�F "oo o pz oa „„„„�Es". FOAM BAN -TYP. `Sf�TRIM 1X4�0/1XIS , —ADDRESS LIGHT V p"Tv ppFi��P""*a"pLL 5 9 CD D , + SNCCO 0 2X8 PROJECT MANAGER o C M STUCCO 0/1%3 'o a' ��__ � _—.—_ ���FOAIA 7RI� CD i1 �'l� ' _ III SD, D 1 STUCCO 0/1X3 FOAM TRI TYP.114 C J 6 AMP. FOAM TRIM 0 JAMB _ •I a - DESIGNER CD mI STUCCO O/12•SQ. 'mT� J SD. �- Box COL.-TfP. DATE ilI 7 s uccD oYTx Fur II _� - stucc 1 Y z 5Joe1 No4 1ST FLOOR LIME I/ /�I _—___—_ CD _ _—_—_—_ 1ST FLOOR LINE J 2%FURPoNG-TYP. D 1ST FLOOR& f'?` —I. CONC.CURB DNE' 04-0.3 1ST FLOOR DNEltlil�9',.- --- - - - - - --- —'�---�- SHEET 107'SECT.GAR.DR. CONDENSER ,B REAR -TYP. NG �o �,D,�'X' FRONT - a R C- 2.5 UNIT LOCATION CONC.STOOP CD EXTERIOR ELEVATIONS FINISH GRADE VAR ES,SEE CNIL ENGINEERS NOTE:REFER TO PLAN FOR SCALE: 1/4" = 1'-0 PUWS FOR FINAL GRADE-Il SITE DRAINAGE =1 TONAL NOTES AND DIMENSIONS SHEET: OF, CAD FILE:2324A5 r O O T O 12 12 I � PROVIDE NO 1 12 0C ApT ICEDAREA�VEN75 ____ _-__- 4 N CwwQ0//pROINATE LOCATION O _ ASSUMEDAML PUNS ._--I ____ N 20 SQ.IN.EA II TOP PUTE_LINE '- ,�PLATE LINE -- — �l V r O I ____-__--- ____ AT HEADER O) 9CID CD II BELOW ROOF AflEA"A' 1r.. PROVIDE 22'X30'VENTILATION CUT-OUT ; I SLOPE-402 IN ROOF SHEATHING BELOW FRAMING I 1433 SO.". FOR ATTIC ACCESS AND ATTIC VENTILATION yp II LANE OF OF WALL BELOW 12 _ 2-0' CONTROL�� STU 0//2X12 04 V E JOINT-TYP. FOAM BA%-TYP. '��'� (3 24"X12"G.I µµETAL HALF RO ND DORMER II I SHOWN DASHED 2ND FLOOR LANE 4� __ __ __ _ 2ND FLINT N L LU COINER VENT W/BUG SCREENYCORROSION- I I _ —- G RESISTANJ WIRE MESH OPEN'C OF i/41 I �, TOP PLATE LANE MAN C h J-DM24S.Ofl EQUM I a I FLAT CONC.TIME TOP PULE LINE _ _—- _ —-—- -- _ —_ _— _ _ _ ___—_ _ _ _— _—_ _ _—_ (125 S0.IN.FREE AREA) I y ._ A—�z v 4p p —ROOF"EAGLE'LC.8.0.' ER-4680 ® COIRROL AT HEADER Z,R 9 I CLASS"A"0/30If FELT0/ JOINT-TYP. 10 CD I ROOF SHEATHING _ _q MANABLOC PANEL LOCATION C CD ___ _ -------------- PR ___ __VERIFY W/PLUMBING DRAWING IL JI I ', �TIY NCOMPANIES _ _______ __ ___ _ _ ���AAA777 111 OVIDE 22'X30'VENTILATION CUT-OMIT IN ROOF SHEATHING BELOW FRAMING "i VERIFY METER FOR ATTIC ACCESS AND ATTIC VENTILATION y.� I T ? a it m +a" 1" I I io I 1 4'-2• o� - -JI 1ST FLOOR✓k = VERIFY iv 1ST Fuxlfl DNE CONC.CURB UNr -�x��� CONC.STOOP I ROOF AREA'B' BELOW VERIFY FENCE LOCATION 14X8 COMBUSTION AIR VENTS RIGHT SEE Y FENCF 1 DRAWING T�AND BOTTOM > STUCCO SOFFIT b SLOPE-4:12 LO OLIVER VENT W/BUG SC EEN(CORROSION- SEE EXT.ELEV. 71 SO.FT. p PROVIDE!41 1 1/2'z16"G.I. RESISTANT WIRE MESH O OR F 1/4� EO EA VE MANUF.-C&J-DM245.OR EOUIV. 4 SCREEN VE TUTS (125 S0. N. FREE AREA) -TYP. 11 ORpoRINATERLOCATgN CD BELOW �SrRUCNRPI PUNS BLAMED FAM. 20 SQ.IN.EA 1'-6"XS'-0' L!L, � SHUTTERS W�2%4 ZATTIC VENT REQUIREMENTS: TOP PLATE LINE BLOCKS BE ND-TYP. S __ TOP PUTE_LINE ROOF PLAN LEGEND ROOF PLAN NOTES g ROOF AREA A ROOF AREA W j INDICATES 4 02 SLOPE,/DIRECTION 1, SEE GENERAL NOTES FOR ROOF NOTES. w AT11C AREA 1433 SQ.FT. 71 SQ.FT. FT 2. OVERHANGS: AT EAVE CDNDITK7N5, PROVIDED: (USE 1/300-HIGH R LOW (USE 1/150) --STUCCO 0�2%4 w INDICATES LOUVER DORMER VENT NOTED OTHERWISE 50X REOUWED AT UPPER FOAM TRI SURROUND 0 W/REQUIRED INSECT SCREEN. AT RAKE CONOIT S 1/3 OF ROOF AEA) -TYPETI . Y UNLESS NOTED OTHERWISE) G 3. SEE DETAIL 1 01 FOR LAVE BLOCK GABLE VENT(S) SO.IN. 0 SO.IN. o b g �, PROVIDED: (( GABLE VENi(S) (p DORMER VENTS) w ® > VENT LOWER RENTS AT SO.IN.) AT 0 SQ.IN.) Li m rn 4.PER C.B.C.SEC.1505.3-PROVIDE A NET FREE DORMER VEM(S). 375 SO.IN. SQ.IN. JOINT-TYP. VENTILATING AREA OF NOT LESS THAN 1//300 E PROVIDm:(HIGH) (3 DORMER VENT(1) 4 LAVE VENTS) _ THE AREA OF THE SPACE VENTILATED,PROVIDED AT 125 S0.INJ T 20 S0.IN '� CONTROL CONTROL 12 LV AT LEAST 50 PERCENT OF THE REQUIRED VENTI- UPPER PROVIDED: 375 SQJN. JOINT-TYP. JOINT-TYP. 80 SO.IN. _ 4_ 2ND FLOOR_UNE LATING AREA IS PROVIDED BY VENTILATORS 2ND FLOOR LINE LOCATED IN THE UPPER PORTION OF THE SPACE UPPER REQUIRED: 344 SQ.IN. 88 SQJN. ----—- TO BE VENTILATED(AT LEAST 3 FEET ABOVE TOP_PLATE LINE _ _ _ _—_ _ _—_—_ _—_—____—_ _—_- ___ TOP PLATE UPE� O O EAVE OR CORNICE VENTS) EAVE VENT(S). SO.IN. I00- PROWOED:(LOW) 0 LAVE VENTS) STUCCO 0/2%12 AT 20 50.IN.)) FOAM BAN -TYP. STUCCO y 2X8 } J ALTERNATE VENT(S). SQ.IN. STUCCO 0 2R • FOAM TflIM-TYP. PROVIDED:(LOW) ALT.VENTS) FOAM TRI�SURROUNO _ AT Sq.IN.) -TYP. < N J LOWERz LID PROVIDED: 4oD spJN. - LOWER REQUIRED: 344 SQ.IN. o o w TOTAL PROVIDED: 775 MIN. � 1 m � Z LL TOTAL REQUIRED: 688 CAN. —�`. �- LV Q U J ROOF PLAN SCALE: 1/8" - 1'-O' 5 FLOOR LANE __—_ _ —_ ____ �r- _ 1ST FLOOR LANE LEFT w O o ROOF CEAGLE'I.C.B.O.14660- vJ T CLASS-A"0/3D#ELT 0/ 12 Q W 12 ROOF SHEATHING / �q 4� FOAAICTRIIJ AT%HEAD 12 12 2XB WOOD FASCIA AND THIN SET �4 q -- 2X8 WOOD FASCIA-TYP. LU O w �— BARGE BD.-TYP. ICK VENEER-TYP. TOP PLATE LANE TOP PLATE LANE __ TOP PLATE LINE TOP PLATE LINE - - O = AT HEADER AT HEADER STUCCO 0/2X6 Z Z c x L; BLOCK SB W ND IYP.SHUTTE �1'-8-W-O' J W 1'-8'%5'-0'--� ® ® 1'-8'X5•-0• ® ® D BLOC1(s BEHIND 141P. J w r SHEARERS W/2X4 SHUTTERS W[2X4 P STUCCO 0/2X4 1 - Z c BLOCKS BEHIND-TP. " ® ® BLOCKS B N0-TYP. a F TRI AT SILL aTYP. o _ D a. STUCCO 0 2X4 Ll.) Q O c m ® ® FOAM TRIM AT SILL co (On Y (W, J m ® ® STUCCO POTSHELF STUCCO POTSHELF i6 `� J v Z 2ND OR LANE CONTROL G.I.WALL FLASHING-TYP, _— y,—..—__..___ ___—-—-— _ _ _—_—_—_ _ -_ _ _—_ TOP_PLATE_LINE FOAM BAND 1nP. CD N .we,`o:�BNI^T.1�*�$"p IVBo�.s JOINT-TP. 2ND FLOOR LANE 2ND FLOOR LINE o�*"xo oix'*J1 TpP PLATE LINE _ _-___ TOP-PLATE LINE TOP PULE LINE _�__— � ���J "v"� x.xo —_ _— _—_—_ —_—_—_ _ _ _—_ _—_ _ _STUCCO 0/2%12 STUCCO 0/2X8 --- A __.._ _ - �-FO�STUCJCOU60TYP 6" ^, �xo o' zoo. i1RML8e° FOAM BAN -TYP. FOAM TRIM-TYP. 'F'._ y ECM. ELt. EGt. - `V ""c'.w,.::r`.omc""rae I��1T�`;��''`. ADDRESS LIGHT x L�-+-d �� -,--- - STUcco 0/2X8 PROJECT MANAGER sn cco D/2xa srucco o/zxa- �a a s E E FOAM 1RI SD. - FOAM TRIM SURROUND :- FOAM TRIA)SURROUND ,, _�_ DESIGNER w TEMP. o -TYP. -nP. ' o 0 El r�j! STUCCO-TYR S D. r� �, �� DATE 5-21-04 12"STUCCO COL W/STUCCO 0/ -��- ��ED 0 0 0 E I= m' i�BR RICK E! _ z I \ QAL TOP — T _2 4 F TRIM AT R BDTT. _ a 1ST BOOR d: J08 N0, 1ST FLOOR LANE /�\\1 __ __ _ __ _ 1ST FLOOR LINE 0/BRICK VENEEEER CCAApEER L BASE 1ST FLOOR LME _ J� _ _ _ — _II��_ � _ CONC_CURB-LINE 1 2 D4-OS ----- - -----�. k-- ,SHEET CONDENSER WOOD RNLINC STUCCO 0./1%4 16'X7'SECT.GAR.DR. UNIT LOCATION CONC,STOOP REAR -TYR FOAM TRIO FRONT a- R C- 2.6 _T EXTERIOR ELEVATIONS FlMSN CMDE VARIES,SEE CIVIL ENGINEERS NOTE REFER TO PAN"A"FDR SCALE: i�¢ = 1 PLANS FOR .GRADE AND SITE DRAINAGE AD DTIIONAL NOTES AND DIMENSIONS SHEET: OF: CAD FILE:2324AG E(2 14'X30'G.I.METAL GABLE LOUVER VENT - 0 \ BUG SCREEN CORROSION-RESISTANT 0 Ln RE MESH OPEN' OF 1//47 B'-2' T 0 'C 3 J'-LV1430 OR EQUN.(220 5q.IN.FREE AREA) �.... - ---�` 0 12 PROVIDE(12 i 1//2'Kt6'G.I. I ! i�4 SCn CREENED VE VENTS ' I� O ATTIC AREA CCpppRppIINATTEE LppCATION ---- ----1 _ � 12 _ w/STRl1L"T1RAL PLANS _ -- _ A20 SO.I FAM. 4� ! I U 0 xo S0.IN.LA. D I j L >✓ N 0 i TOP PLATE UNE �( - -- -- �- - - - _ TOP PLATE LINE V 0 ---- ___7 i AT HHH r 0 C --- 30 v O N .fA E: �OF AREA A' BELOW IN PROVIDE 22"X30'VENTILATION CLIT-OUT I SLOPE-4:12 i c R _ ROOF SHEATHING BELOW FRAMING I 14,y gyN7 a FOR ATTIC ACCESS AND ATTIC VENTILATION I a I I I of C O i I I I ( O D - LINE SHOWNF OF WALL OARHED BELOW -�� CONTROL'--:3. SNCCO 0[2X12 O. 2ND FLOOR DNE - FOAM BAN -1YP N O �j u JOINT TYP. ___-_ _ 2ND FLOO LANE N U TrE W RIDGE -- TOP_PLATE LINE _-_ __.- _ _-_ _ _ °V _-_- - _ -_ -_ TOP PLATE LINE I FLATROO CONIC.'•LI C.B.O.�I ER-4680 _-_ A' C I 10 I CLASS'A'0/WO FELT 0/ 1'-B• ® OINITROLTI� AT HEADER I cc CD I ROOF SHEATHING I 1 � - PANEL LOCATION }PROVIDE 22'X30'VENTILATION CUT-OUT I ' 1 VERIFY PLUMBING DRAWING /`'�� --- -- -- ---I-MANABLOC ------------------'--------------- - IN ROOF SHEATHING BELOW FRAMING 1 .________ ____________.... _ FOR AT11C ACCESS AND ATTIC VENTILATION I G 1 o V ¢ i J _ `fl p - LOCATION METER m W L I UTILITY COMPANIES +4" I �- - ! 4-2' 1z, �- LINHNN1ST FLOOR 3 iv-JCONCURB LANE _ r- -_----r VERIFY FENCE LOCATION CONC.STOOP ROOF AREA'T3' BELOW (2 14'X30'G.I.METAL GABLE LOUVER VENT SEE LANDSCAPE DRAWING 14'X8'COMBUSTION AIR VENTS RIGHT BUG SCREEN CORROSION-RESISTANT TOP AND BOTTOM SNCCO SOFFIT SLOPE-4:12 / 2%4 TRIM FE WIRE MESH OPEN' OF 1/4 9-2 m S EXT.ELEV. �jf d 71 SCIUR. "C @ J"-LV1430 OR EQUIV.(2 0 Sp.IN.FREE AREA) 12 SURROUND-TYP.i TYP. PROVIDE(41 1 1/2'x18'G.I. 4� SCCQREREpNNEpD74SA�V�ECpVENTS 17 HARDIPANEL-8'VERTICAL SIDING �_ 120 PORCH AREA _ CD SLOW r/OSTRUCTURAL p ONS 4 CD (�p2 TRIM W/G.I.FIASH'G 4 . 20 SO.IN.EA 4%8 OURAOKER W/2%4 NICKER --- ! L % -- STUCCO 0/SHAPED 2%8 Z Y W/2%6 BACK BD._TYp, FOAM TRIM AT HEAD ROOF PLAN LEGEND ROOF PLAN NOTES ATTIC VENT REQUIREMENTS: TOP PLATE UNE _ - -F t -TYP-__ TOP PLATE UN� N ROOF AREA A" ROOF AREA'B INDICATES 4 :12 SLOPE/DIRECTION 1.SEE GENERAL NOTES FOR ROOF NOTES. ATTIC AREA: 1433 SO.Fr. 71 SO.Fi. - LLI �'STUCCO 0 1X4CZ 2. OVERHANGS: AT EAVE C�JDITIO PRIXADm: USE 1 300 HIGH h LOW USE 1 150 g Ns ( / ) T JAMB SOx RE IRED AT U ER fOMI TRI�A w NOTED OTHERWISE)) OU PP . 6 0 �2 AT RAKE OTONG HERWISE) 1/3 OF ROOF AREA) EEQ -(ONL6FNOTEO OTHERWISE) aTE�P_. aGABLE ED,. ) 440 Sq.IN. 0 SO.IN. c -SNCCO 0/MT 2X3 d'3. SEE DETAIL 1 D7 FOR EAVE BLOCK PROWDED: (2 GABLE VENf(5) fp DORMER YENT(5) -- RMN VENT LOWER AT 220 Sp.IN.) AT 0 Sq.IN.) m ® 0/2X4 TRIM 4.PER C.B.C.SEC.1505.3-PROVIDE A NET FREE DORMER VENT(S). SOLIN. 80 SQ.IN. JOINT-TYP. Ai SILL-TYP. VENTILATING AREA OF NOT LESS THAN 1/300 OF PROVIDED;(HIGH) J. DORMER VENT(S) 4 E4VE VENT(5) THE AREA OF THE SPACE VENTILATED,PROVIDED AT so.IN.) AT 20 SD.IN.)) ® SHUTTERS 2X4 CONTROL "-_ CUD AT LEAST 50 PERCENT OF THE REWIRED VENTI- UPPER PROVIDED: 440 SQ.IN. 80 SQ.IN. STUCCO OV 2%12 BLOCKS OErFnf11NO-TYP. JOIM-TYP. 7 w LAMNG AREA IS PROVIDED BY VENTILATORS UPPER REQUIRED: 344 Sp.IN. 88 SO.IN. L FLOOR LINE _ \_FOAM flAl� 2ND FLOOR LANE L {"! LOCATED IN THE UPPER PORTION OF THE SPACE --- - TOP PLATE LINE I TO BE VEMMTED(AT LEAST 3 FEET ABOVE FAVE VENTS SQ.IN. TOP RATE LANE EAVE OR CORNICE VENTS) PROVIDED:((LOW) (12 E2240 YENT(S) _-_ _ _ __-_ -_---_ _ _ _-_-_ _-_ _ _ _ _ O 0C O $ AT 20 SQ.IN.) f1 ALTERNATE VENT(5). Sp.IN. 1-2' ■ 1 2X8 TRIM !J' PROVIDED:(LOW) AT 129 So. N�)) --- Z N J 1 LOWER PROVIDED: 355 CAN. I L LOWER REWIRED: 344 CAN. Z___-_I I 'TYP. 1'-6'XS'-0' �, j 0 Q TOTAL PROVIDED: 805 SCAN. SHUTTERS /W 2X4 Z �L TOTAL REQUIRED: 6B8 SQ.IN. BLACKS ND-1YP. i " W of VJ ROOF PLAN SCALE: 1/8°" = 1"-or" °BANE — _ \ � N '=<F�°R cc Z G.I STUCCO SCREED-TYP. ~ Co LEFT w 4%8 gJT1R Cf) W 2X4 KICKER vv�� FIAT CONC.TILE /2X6 BACK BD.-TYP. O O v ROOF'EAGLE'I.C.B.O. 4850 —�-J; CLASS W 0/30#FEL 0/ -r '� �-HARDIPANEL-8-VERTICAL SIDING uj ROOF SiEA ING '! '� r4py3 TRIM W C.I.FLASH'G 2XB WOOD FASCIA AND �.�_ 12 12 �/- CD U > 12 12 ;i_ BARGE BD.-TYP. 4r— 17 - �I 4 4 I�' HARDI-"SHINGLESD'G' CD LL) I�% ! 2 8' -- 2X8 WOOD FASCIA AND O LIJ V 2%3 TRIM ! - BARGE B0.-TYP. LL TOP PLATE LANE TOP PLATE UNE TOP PLATE UNE____ - - --� _ -TOP_PUIE LINE -_ - 2 y�_-_- _ _ µ-�/ FYMMCTR��ATHM 2X8 Z ! AT HEADER STUB 0 SHAPED 2X8 G.I.L HI HEAD AT HEADER ! __________ _ TRIM 2X6 TRIM% -- FOAM TPo AT HEAD 1 -ttP. Z cn X W SHUTTERS W 2X4 1'-8"X5'-0•�- MT 2X3 0 2%4 CD CD 1D BLOCKS 8E D-TYP. w 0 • SHUTTERS W 2X4 1'-8'%5'-0" '. TRIM AT SIL�-4 7 Z i BLOCKS BEND-TYP. SHUTTERS%2X4 ® CD CD CCO 0 MT 2X3 W Q W m ® GL ® BLOCKS BEHIND-TYP. a m ...�I,!. j '' S0/R12X4�TRIM O Y W J 15 AT SLL-IYP. SR1CLro PoisHELF CD 1 !)'I ! m POTSHELF U -STUCCO 0 2X12 CONTROL w/8%12X8 FOAA1 CO i.1 1 -.—.-- 2%8 FOAM CORBE� FOAM B4N -ttP. JOINT-TYP. G.I.WALL FLASHING-ttP. 16 rnEse 2ND OR LINE_ 2ND FLOOR UNE 2ND FLOOR LINE �'JT.� 6 1 °�; NO FLOOR UNE -STU 06 2%12 o Mox uw - ry�;w,re w PLATE LINE _ _ _TOP PLATE LME TOP PLATE LINE _ _ _ _ _ _ _ _- -_ ------- --- _- __ _ -�" FOAM BAN -TYP. CD N air`ear`o° N0•°eF"""°'o A°:..e TOP PLATE LINE W TO Ln b I'. u. _-_-_-_-_ _ _-_-_ _ STUCCO 0 SHAPED 2XB fiARDIPANEL-8'VERTICAL SIDING A7 - '- _ _ - - 3-0' 3� .. - F AM 0/L-TYP.IOxBx 8 (�Y� 9* ww ° / FOAM CORBEL-TYP. ` ' fi lx 1, FOAMPTRIM AT HEAD W/yyXB TRIM W/G.L RAS'G •,-O --ADDRESS UGHT STUCCO o/t%4 ! 1 I 2 ❑❑ ❑❑'❑❑'❑�,,❑, ❑❑:❑❑ 51000o O/SHAPED PROJECT MANAGER FOAM TRI11 AT JAMB SNCCO 0/1X4 N ❑ ®®IL✓'JI 11 ^,r; 2X8 FOAM TINN SDI TEMP. -TYP. FOAM TRIM-TYP. DESIGNER OLux m m 2. ,_4 lu'lu! I`J IL- I� STUCCO-TYP N SD. Do/MTx%3 l DATE T--T Oo/R�C2.4? TPou TAPERED srlx:c0 cOL.w stucco 0 - o - :: 5NCCo sr ) �r 5J B1 04 AT SILL-TYP. / L-���.! _ TWR/SNGCO D Yfi�A1 1 i _-_-_ I I _- -__--___-_ _-___- _ / - 1ST FlAOR LINE Nei _ - _-_-_ _ - IM-TYP. 1 D4-O.S \/ 2X4 FOAM TRIM AT TOP BOTi. _ f /\ 0 STUCCO SF NE VENEER COL BASE �� - n 1ST RJR& , Sf FLOOR LNE I/ \I _ _ 1ST FLOOR LINE /75NCC0 0 3%4 WOOD TRIM ttP. _ I. I',I.. II li _'T *GONG.CURB UNE• CD CD 1Z�1�` SHEET \UNIT LOCATION CONC.Sf00P CD �_FOAM OR 18h(7'SECT.-GAR.DR. FRONT n REAR 511000° 7%4 _ RC- 2.7 EXTERIOR ELEVATIONS FINISHPLANS GRADE VARIES,SEE D S ENGINEERS NOTE:REFER TO PLAN"A"FOR SCALE: 1/4° = 1 PLANS FOR FINAL GRADE AND SIZE DRAINAGE N%'ONAL NOTES AND DIMENSIONS SHEET: OF: CAD FILE:2324A7 0 0 o 0 p 12 ,z .d. CD qF c> PROVIDE 12 1 1/2'zi6'G.I. SCREENED(EYE VENTS O ATTIC AREA ---- - R�NATE LOCATON - 1 N w UCTURAL PLANS ob FAM.= I O O 20 SQ.IN.EA -� �i L_ N - TOP PLATE LINE _-_-_-_ _ _ _-_-_ _ _ TOP PIATE_LIN�� U O —-- \ — O) CD II c I � ROOF ARU A' BELOW PROVIDE 22'X30'VENTILATION CUT-OUT IN ROOF SHEATHING BELOW FRAMING I, 3 I SLOPE P,73 40 FOR ATTIC ACCESS AND ATTIC VENTILATION- li II co CD o ca .Q II I LIFE OF of WALL BELOW CONTROL�� --STUCCO 0/2X12 / I SHOWN DASHED -L JOINT-TYP. FOAM BANbD-T". --- -_-- - -_ c%jN U W (3�24X12G METAL HALFRD D DORMER_ I 2ND FLOOR ONE y \ 2N0 FL00 LIFECE VER VENT W BUG SCREEN COROSON- --RESISTANf WIRE MESH OPEN'G F i/4� TOP PUTS LINE _ _-_-_ _ _ _-_ _ _ -_-_ _ _�'_ _-_-___-_-___- _-_- _-_ TOP PLATE LINE -� MANUf.-C 8 J-DM24S.OR EQUN. (125 SQ.IN.FREE AREA) I, 'LOW PILOFlLE'CONC.TILE CONTROL $ ROOF'EAGLE'LC.B.O./ER-4680 / 3X12 FOAM ® JOINT-TYP. x oSAN OC w 4 U ROOF SCLASS HEATHING LJ I _ MANABLOC PANEL LOCATION PROVIDE 22X30•VENTILATION CUT-OUT I CD I� I _ VERIFY W/PLUMBING DRAWING i FELT 0 1 - - I„ �� _______________ _______ __ ___ ___ _ ____________ _ 1 ' IN ROOF SHEATHING BOUN FRIJAING I '1ia II )�, _______�., ( ATTIC ACCESS AND ATTIC 4EIITIUTION :ITVERIFY ------- ONG °o�IEs CD F2YG ur LjR CRDNE ' S F0mk%� ONE TEE-- -- ---- VERIFY FENCE LOCATION CONC.STOOP ROOF ARU"B' BELOW SEE LANDSCAPE DRAWING --14X8•COMBUSTION AIR VENTS RIGHT > TOP AND BOTTOM STUCCO SU. SLOPE 71 Y 24X12"G.I METAL HALF ROUN DORMER'� m SEE IXf.EI.EV. LOUVERR VENT W BUG SCREEN CORROSION- PROVIDE(41 1 1Z2'K16'G.I. RRESIIUF."CW✓I J MESH OPEN'EQUN/4� 12 12 SCREENED' VE EN6 5 BELOW ®CQPpO�R�C�HqTAFRLEACqTpN (125 SQ.IN.FREE AREA)-TYP. 4 �4 CD w/°sTRLUCTUTtK° PANs 20 SO.D FAM.- 20 SQ.IN.EA 1'-8X5'-0' 1'-8X5'-0' SHUTTERS W/2%4 SHUTTERS W/2X4 Z BLOCKS BEHIND-IYP. BLOCKS BEHIND-TYP. O ROOF PLAN LEGEND ROOF PUN NOTES (USEO F AREA 'A' LOW ROOF AREA \ ----____ ---____.--_._ .... __-_- - -____ L° __-__-_ _-_-_-_ _- - _-- 7HXB�FOAM MAT%3 0/ ATTIC VENT REQUIREMENTS: TOP PLATE UNE ____ __LINE INDICATES 4 :12 SLOPE/DIRECTION 1. SEE GENERAL NOTES FOR ROOF NOTE. > 2 ATTIC AREA 1433 SQ.FT. 71 SO.Fi. W 2. OVERHANGS: AT LAVE CONDITIONS, PROVIDED: INDICATES LOUVER DORMER VENT NOTE°OTHERWISEEEIII 50%REQUIRED AT UPPER (USE 1/150) FOAM AT w W/REQUIRED INSECT SCREEN. - AT RAKE ED CDNDrr�NS 1/3 OF ROOF AREA) ( STUCCO O/2%4 a o GABLE VENT(5) SQ.IN. 0 Sq.IN. JAMB 41 SILL-TYP. 3. SEE DETAIL 1//Di FOR LAVE BLOCK PROVIDED: ( GABLE VENTS) QI DORMER VENT(5) w ? > VENT LOWER VENTS AT so.IN.) AT 0 SQ.IN.) Imo_\\ m 4.PER C.B.C.SEC.1505.3-PROVIDE A NET FREE CONTROL Ll DORMER VENT(S). SQ.IN. 80 SQ.IN. JOINT-TYP. N VENTILATING AREA OF NOT 1E55 THAN 1/300 OF PROYIOED:(HIGH) DORMER VENTS) 4 LAVE VENT(5) THE AREA OF THE SPACE VENTILATED,PROVIDED T 125 sQ.INJ T 20 Sq.IN.)) STUCCO 0/2X12 ® I CONTROL AT LEAST 50 PERCENT OF THE REQUIRED VENTI- UPPER PROVIDED: 375 SQ.IN. BO SO.IN. FOAM BAN/-TYP. JOINT-TYP. EATING ARU 5 PROVIDED BY VENTILATORS J LOCATED IN THE UPPER PDRTION OF THE SPACE UPPER REQUIRED; 344 sQ.IN. gg SQJN. 2ND FLOOR ONE _ 2ND FLOOR ONE L LLJ I TO BE VENTILATED(AT LEAST 3 FEET ABOVE LAVE VENT(S). SQ.IN. TOP PLATE LINE TOP PULE ONE LAVE OR CORNICE VENTS) PROVIDED:(TAW) AT EAVE 0 SQVEIN.S) S�TU�CCO 0/MT 2X3 0/_ _-_- -_-_ _ _ _ _- _-_ _-__ _ --- - O00 O r ALTERNATE VENT(5). SQ.IN. FIEADFOAM IM AT STUCCO 0 3X6 } S PROVIDED:(LOW) ALT.VENTS) _ FOAM TRI�-TYP. LOWER PROVIDED: 40D Sq.IN. STUCCO 0/2X4 71EIll LOWER REQUIRED: 3H SO.IN. FOAM TRIM AT O Q 1 y JAMB 41 SILL-TYP. I TOTAL PROVIDED: 775 SO.IN. m m - Z LL t TOTAL REQUIRED: 688 SQ.IN. - LIJ BLHOCKS BEW�NO XTYP. ~ J ROOF PLAN " w n 1ST FLOOR UNE - i5f BOOR UNE Q (� SCALE: 1/8 = 1 -0 - - - - - - - - - - - - < z STUCCO SCREED-TYP. LEFT U w U) O o 'LOW PROFILE'CONC.TILE I : I 5ry �� Z ROOF'EAGLE'LG-B.O.p ER-4660 -�� T\ / 0/°f3X6 FOA TTRIM%4 CUSS'A'0�30#FELT 0/ ry ROOF SHEATHING \\ N / STUCCO 0�3X4 U) -_---- w 2X8 WOOD BARGE BD. 12 \�- \\ FOAM TPo AT JAMB Q > 12 TYP. 411 C \\ 12 C 12 12 \ 12 4 4� 14 STUCCO D/MT 2X3 0/�--- \Y-�� �4 14 --�2X6 FASCIA-TYP. W O Lu HEAD FOAM TPoM AT _ 1 _\ _ --__- -_ __-_ _ _ TOP_PUTE ONE O = a.SOT JATE UNE -_ _-_-_-_-_-_-_-_ _- cr cc _ _-_-_ _-_-_ _ .- TOP PLATE LINE HUD-TYP. TOP PLATE UNE _-_ _-_-_ AT HEADER J Z j --- STUCCO 0/MT 2X3 0 1'�X5'_p•- 7 \ `- _ _ _ 2SXXU6ccFOAM/7RIIMM ATE°/ (, x W 2X8 To TRIM AT SHUTTERS W�2%4 ° 1 - HUD-IYP. HELD-�. BLOCKS BE NI i I CD ' J 1'-eX5'-0' SHUTTERS W/2X4 SHEARERS W/2%4 STUCCO 0/2X4 "-- 10 I D _ _ 7 _ _ SHUTTERS L BLOCKS BfWHIN�TYP. '� W LU ' Z BLOCKS BE ND-IYP. TEMP. BLOCKS BEHIND-TYP. FOAM TRIM AT SILL STUCCO 0 2X4 L STUCCOEA POTSHELF _ FOAM TRIM AT SILL c CD O Y W J g -STUTYRCCO 18 0 � ) J Z I STUCCO POTSHEIF e V J 12 �'��� 12 STUCCO D�2X12 CONTROL 2aF11`4' C.I.WALL PUSHING-TYP.--- � _�' FOAM BAN -TYP. JOINT-IYP. ��MM''ww�� 4� -14 - - - STUCCO 0/3X12 2ND R UNE 2ND FLOOR UNE 2N0 FLOOR UNE - - - - - FOAM BAN/-TYP. ND FLADR UNE STUCCO ND 2%12 co i'uon x.w _ _ u - -----'----- ----._....... -- ----- -- - -------�\ f0AL1 BAN -TYP. : .8."Lo'aE TOP PUTE LNE _ _-_-_- _ _- _- TOP PLATE LINE TOP PLATE UNE -_- - _ __-_ TOP_PLATE LINNNNN� x.e�enve .a Ea'epn w x"11TT N �€Aooco E° a eE 12 .A ---- ---- - 'k-------- _- T- - STUCCO O/BX12XIO ."F"'E°TiHc"I.`T- N,Pe e. FOAM CORBEL-TYP. ' eiuo° m xoa. "^mLHse. STUCCO 0./3X8 E0. EQ. E0, '-0 ."nd.owq"ow,9TA FOAM TRIA1-TYP. -- -ADDRESS LIGHT j STUCCO 0 2X4 2 �� __ —STUCCO 0/FLAT 2%3 0/ PROJECT MANAGER E �!, I 2XITHEAD FOAM TRIM AT SD, FOAM 7RI�-TYP. I HE4D TEMP. o -'o O WINDOW m - � f DESIGNER w j GL. - _ - - �I Lam'--� _ IN SD. m _ --Sacco-TYP. L� \ %I STUCCO STONE VENEER _ / �../ 1 r5-`21T-04 \/ I TYP. -_ I CONC.ST CUR�B°ORLINE _�iU 1 '/1 1. JOB NO. 1ST FLOOR UNE I%\\ _ - - - _ -1 ----- - _ l � ¢ 04-03 _ __- _ 1ST FLOOR ONE 1ST FLOOR LINE - -- _ SHEET 16'X7'SECT.GAR.DR. J CONDENSER REAR wD�RAILING "CC.TRIV 2X4 FRONT • a. R C- 2.8 OMIT LOCATION '\,.� CONC.STOOP EXTERIOR ELEVATIONS FINISH GRADE VAR ES,SEE CNIL ENGINEERS NOTE:REFER TO PUN'A'FOR SCALE: 1/4" = 1' PLANS FOR FINAL GRADE AND SITE DRAINAGE ADDITIONAL NOTES AND DIMENSIONS SHEET: OF.. CAD FILE:2324AB t LEGEND 0 r O O KITCHE 1. TOE SPACE: 4" 38' N 2. BASE CABINET: HEIGHT: U O DEPTH: 24' ` (V O 3. UPPER CABINET: HEIGHT: / DEPTH: ie O C 4. COUNTER TOP: CERAMIC TILE 3 _C 5. CABINET FINISH: ® C •� 6' V BACKSPLASH: � Q METAL FIREPLACE Jd41LP$Y C �p d 'GND'EA 33TOR MODEL N/A O C` V� '- GNDC33E-ANSI�Z21.88-21W0 I. TOE SPACE: w` CER. TILE 2. BASE CABINET: HEIGHT: N/A N VF E HEARTH DEPTH: N/A 04 V C LU 3. UPPER CABINET: HEIGHT: (0 .136' Gmo PLAN DEPTH: (OPT.115 x O C 4. COUNTER TOP: N/A 5. CABINET FINISH: STAI GRADE E C Jim 1. TOE SPACE: 4' �7 METAL FIREPLACE -� 2. BASE CABINET: HEIGHT: .METAL MODEL 2z4 FRAMING DEPTH. 18, GNDC33E-ANSI{�Z21.88-2000 3. UPPER CABINET: HEIGHT: (OPT.)36' uo WOOD MANTLE T W/ PAINT GRADE 8. /WOOD MANTLE // \\ // \\ DEPTH: _(QeLllO"-1® LINE OF OPT. BRICK/ / W/ PAINT GRADE STONE HERTH� �I1V_ - -- -- - j 4. COUNTER TOP: '�D 12'CERAMIC TILEm Is, m \\ // 04\B.I�/ m 5. CABINET FINISH: STAIN GRADE m LINE OF STD, TILE HEARTH 0 TOP 8 SIDE `"` - - o 0/ HARDI BACKER 12' CERAMIC TILE�' MASTER BATH 0 TOP 8 SIDE OVER - o � 3/4 'PLYWOOD 4X4 HDR HARDI BACKER 4' 1. TOE SPACE: 2X4 FRAMING- r7 7 DER. TILE l -- 2. BASE CABINET HEIGHT: 36" v� HEARTH METAL FIREPLACE 'HEATILATOR"MODEL ___ m / \ /' \ 3. COUNTER TOP: CULTURED MARBLE s RDRYWALL ISER FACE HEARTH iv < 3/4' PLYW'D V221.89E 2000 - -- -- - PLATFORM _ A N 4. CABINET FINISH: STAIN GRADE O � �y \ / `\ / m 5. BACKSPIASH: 4' N W 6. BATH TUB: FIBERGLASS > ¢ DETAIL (HEARTH) i6 I- DRYWALL ON HEARTH- 32% SPLASH: FIBERGLASS LU W RISER FACE © 7. SHOWER PAN: FIBERGLASS o 0 VERIFY 8. SHOWER WAINSCOT: FlBERGLASS FIREPLACE SECTION ELEV. 9. SHOWER HEAD HEIGHT: 7 LINEN 10. MIRROR HEIGHT: 36" SECONDARY BATH/PowoER 4. 1. TOE BASE �cS 2 LITE BAR ® 36' LITE BAR 7� /36' LITE BAR(Lp, CAB NET HEIGHT: 32 O co 0 , \ -��•-•`-��•J`r� 3. COUNTER TOP: CULTURED - -�✓ - _ LL)_SJ_[7 [T I m 4• CABINET FINISH: STA \ //� IRE SHEI/F m S. BACKSPLASH: \ / P\T.&E 4' Z Ln I MIRROR---� I S. BATH TUB: FlBERGU55 N J C I �--MIRROR c o II I �i o f TUB SURROUNDS: Fl RGLASS '1 O Q 1 i MED. CAB, m v MED. CAB, in Zn o,! 7. SHOWER PAN: N/A Z LL F\ --71 C m OPT. SINK B. SHOWER WAINSCOT: N/A U .W.) I ---_ v �! 9. SHOWER HEAD HEIGHT: 60' o r�- 7f i- J_I 1 fO F.P.. P.P. F.P. .P.P. I \ II \ I F.P F.P. F.P- P.P, 0. MIRROR HEIGHT: 38 H Q 0 DRXER WAOHER / \ / \ bj I \ II \ m NOTE:1.VERIFY ALL APPLIANCE SIZES WITH MANUFACTURER'S ` Z m I SPECIFICATIONS1 F- f4 --- 2. WALL COVERING SHALL BE CEMENT PVSTER TILE OR APPEa ROVED W EQUAL TO 70 INCHES ABOVE DRAIN VIEWERS OR TUB ROVED A A WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS OO O O twill,2406i24E0 RESISTANT.0 C STD.T 24-2-A AND P.C.909) O O LAUNDRY POWDER 4 BATH 2 3 MASTER BATH 2 v u o @� W O W HOOD VENT/ �- cc M CNRO& LITEEXHAUST Q Z - 77 * Z 001 J WW - - - a -- - - - - - -- --- J W o NOOK TO m b m \_ .\ _/ m� \ % \ % �x \ % % \ / \ -../ m W C- Q OY WJ MJREFR'I I I\ io Vic IA'E 'I I io •."`.o o..2A'PAo>Ac."��o.s"�r `� alA..1p &10.E1' All \ 9A IRAN,g� & ' D�S1(H '� :Iwi°od""F",'ir$'"` OVEN' W�3'ME in "S�u s.oa9.wo°: T. ,.,.°E.,. L RE// PROJECT MANAGER z'-a A SD. 3'-3' CER. 2'-6'-CL_R. VERIFY DESIGNER O VERIFY © VERIFY © O SD. KITCHEN D B DATE 5-21-04 JOB NO. 04-03 Q I1'711D�' _.... SHEET [-PLAN 2 - 2324A ELEVATIONOKEY RC- 2.9 INTERIOR ELEVATIONS SCALE: 3/8" _ -o° SHEET: OF: DO NOT SCALE PRINTS CAD FILE:2324A9 \ A B A B O C-3. C-3. C-3. C-3. r O 35'-0• 35•-0• Lu 24'-8, - 10'-4' I- 5'-4- 6-4' 2-8' 2,_4. 2,-4. 2,_8. '-0 3A-6' 8'-1_p• 10'-10• 13'-10• 5'-0• 5'-4• VQ d N STUCCO SOFFIT - STUCCO 1'-4•T-4' T-7' T-11' 6'-2' >` N ElF BEIAW 2''S' S'-4' S'-6' 3'-8' 8'-4• 3'-10' (•� 0 SLOPE TO DRAIN o __. _____ LANE OF 2ND 42"X42SEE ' Q V ti 0 W.P.MIT E _ �'�' TEMP GL `�VN 1 DIRECT VENTS FLOOR AB0VE I CONC. r , MUST BE A MIN. ---- _ STOOP 505O SL +20"SEAT ZO30 SH 4�QAn0 4050'SL _U__1� 5050 6-0-OFF ------L MIN. +, ONE PIECEIca a SL - ` ® 6050i5L a 6080 80 a 02' 1 __ iv o A GL. o V •�_ ( N J Ay SL IL. FIBERGLASS @ S' +12'RAISED T B/SHWR UNIT g HEARTH v' C .N 9A-0'Cl-G. € O O 4 TTERPROOF 'I. 0 L .- ro i EN a DEN METAL FIREPLACE __ Q 1O e e EATILATOR'MODEL NOOK - 00 O C OPT.dDRM. 5 ONDG33E-ANSI/Z21.88-2000 9'-0•CLG. /A CV (� C n VJ M. BDRM• m M. BATH � m m CARPET LG. VINYL N � W VINYL CLG. FAMILY 3'-8• 2-4- C iG c m T-q, w gap-, a� --- Q A j O PROVIDE 5/8"TYPE CARPEF A J'•I. .�V m M.C. ....__.._. "X'GYP. D.) - 6 /THROUGHOUT USEABLE -� WIRE SHELF D '� WIRE SHELF UNDER SIDE OF STAIR (1HR.CONST. 8 TTZ ZFR // IXTO OUTSIDE O ej -8. 3._q. m BBRaACWNE15 WALL W/ // `.i p. / o N, / tl �i WALK-IN 'I a -- PROVIDE ISLAND / __ �-l0 .. W R o i 9'-O"CLG. is VENT PER UPC t3D' CARPET o ' a H SECTI 090 "'!1 2•L8• c Tn.-- I c ' N CO N 81_ ,_8' 3''S' '1: i 1p_y C-3. m: �' oj� -2 i CD 91-0,CUG L3 r - V ' C 3. • I m I W VINYL 1 N � � OI ip WIRE SHELF p W n _____ 1` PANTRY �PAANEALBLOC U m .... w ARD j '-N +32"- --- ---f- •REC`' 4 MDF n Z a d COMPUTER 2�L 0 (aPr.( #faMT _.o P a DESK eco FNs�R ' m BATH z 2• �lm E? o ..... SHELVESCARPET ._" ' g m a a TEMPERATURE o 9 0 CLG NON. a ro N a W/H 'ELIEE'VALVE ENE -_ 18 PROVIDE SHEET METAL BCAP N VINri OR PROVIDE 100 ' v m j RCD4 BENEATH WATER HEATER 14, B, TO SEC 60&5 PER v 3 _1 4-0• 16'-0• _ _.._..._ �. Z N / OF FREE VENT T= o f CONTINUOUS 18R 4 2�_q• 36 8 V J O 6 2868 HANDRAIL UP SOLI DE REH HARDBOARD 18'HI,3/4'THK. RCDB a I, t LAUNDRY x AREA IN WALL J SOLID CORE HARDBOARD EM.PLYWD.PLATFORM 2868 -'Ir W (� f G7 "A84YE DQOB__ .UNE OF 2ND DOOR(1 3/4•THK) w VANS' q'_B• �O VINO"CLG. FOR DRYER ' FLOOR ABOVE WE/SELF CLOSER > ¢ 2001 C.B.C. FILLED SIL PIPECONC. m ,> VINYL MAKEUP AIR O I +34' S C.302.4 EXC.3 W +36'PONY WALL ®^� DRNN WH \ OPEN RAIL'G-J a( N rL PROVIDE ___'_I`__',i VENT v+ TD GOARDRACG a! 2 S 5 8'TYPE x GYP.WALLBOARD AIR VENT-TYP. WIRE SHELF PAN 8 r�r WIRE SHELF v 14 x8 COMBUSTIO 0 ___ r OPT.UPPER CAB. TO ATTAON 1 HOUR FIRE PRCTECTION ON THE TOP k ROT. N WASHER Ii-IS �`i GARAGE S1DE OF CDUNG PER C.B.C.302.4 ® - L f _____l h DINING EXCEPTION 3 AND TABLE 7-C TIEM 21. > 9DRYER VENTVINO'CLG. - AS AN ALTERNATIVE.PROVIDE)NC CHANNELS rn -PASS _ TO OUTSIDE '' - -__ CEILING CENTER FOR THE RATED CEILING .� m CARPET OR 2X FURRING SPACED A MAXIMUM OF -_-_ `'^J N VJ 6080 BI-PASS e I 1 L �J,J :! 5/B TYPE'X•GYP.BD FOR 1 HR.BEIN io T-4• 31-0' 3'-6' T-2' AS 3,SHALL BE U .0 302.4 C. BONUS RM./ --- - = N' N 16 INSTALLED ON WALLS ADJACENT O co O TO LIVING ALL -GAS METER 1 FENCE VERI� rn m SUPPoRTINGPTHE HORIZONTAL POPORTTIION OF POSTS HE (VERIFY LOCATION) LOCATION W C OPT, BDRM. 4 i RCD4 lc--EEC.METER 7�N DRAWINGS / d CARP"Cl-G. EN BDRM• 2 ONE HOUR OCCUPANCY SEPARATION. I D LANDSCAPE CARPET VINO"CLG. r�ALp1eZA1^i4� , CARPET BDRM 3 I ' 8'WIDE STEM WALL_ __, (VERIFY LOCATION) z In } ! CARP'Cl-G. m ! R 8 (200 AMPS O N J CARPET j CARP'CLG. Di LL a i CARPET H / ` o Q al o} m v ; x I z L 4050 SL o,- - -- c - ------_- ,; 1� I IF.T;SECT.CAR.DR, 1 - U J t0, N cv m I STUCCO OVERLo o 4050 SL • L---------_ --- SEEFODa ELEV.TYP iv : Z I� FIT 203G FX I ...-_ _ -ak N F- Fn �IIX 20.70 5050 SL < UNE OF 2ND 3 10' 7 8 ;. 2-1 SW7/11CCO SOFFIT 2'-B' 2'-8• FLOOR ABOVE Q o H STUCCO ;yP SELF BELOW o C PORCH iG SLOPE TO GRAIN of Tn CONIC. T Z W.P.MEMBRANE 7G is I CARP'STUCCO DRAY m V' O O SEE EXT.ELEV. I CLG. BY OTHERS - N 0 w - : STUCCO 12 S0. BOX COL0E ELEV. 0 SEE EXT. LEY. 1 c O LLJ Cc 2'-10• 4'-4' 4'-4' 2'-10' S'-0' S'-0' 3'-0' 2'-4' '-4' SAND' STUCCO OVER FIAT '_0 5-B' '-0 5'-B' '-0 2'-3' 16'-2• 2'-3' O T EM FURRIIC 0 COL. y BASE-SEE EXT,ELEV. coa 14'-4' 101-0• 10'-B WOOD RAL 14'-4' W� 20'-B• I'Y.�y�I°4 o Z Z CC SEE EXT.ELEV. >/ L STUCCO ARCHED SOFFIT ___ 95'-0' -j uj^ W SEE EXT.ELEV. J NOTE:REFER TO CIVIL AND LANDSCAPE W Q A B A B DWG'S.BY OTHERS,FOR AL DRIVEWAYS Q J FENCE AND SIDEWALK LOCATIONS. Z c-3. -3. O Q LLJ J Cr) U ? UPPER FLOOR PLAN 1500 SQ. FT. LOWER FLOOR PLAN 1079 SQ. FT. SCALE: 1/4" = 1'-O° o, era^EoraEq;pgo..... w Ty- 1. PROVIDE ATTIC ACCESS OPENING T22X30 MIN.1 READILY 4. HEARTH EXTENSIONS OF AN APPROVED FACTORY-BUILT 8. MOISTURE EXHAUST DUCTS FOR CLOTHES DRYER SHALL TERMINATE 13. EXTERIOR WALL ASSEMBLY-7/8•STUCCO OVER MTL LATH FIR NAILED „"',)"6°ae THE .`e v' ACCESSIBLE WITH A 30'MIN.CLEAR HEAD OM ABOVE FIREPLACE SHALL CONFOISM TO THE CONDITION OF LISTING ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH OVER DOUBLE DYER OF 60 M UiE WEATHER RESISTIVE HARRIER N/A L L KEY •1, ACCESS IN ALIA ATTIC SPACES WITH A MINIMUM VERTICAL AND THE MANUFACRIRERS INSTALLATION INSTRUCTIONS. A BACKDRMT DAMPER.A IOTA COMBINED HORIZONTAL AND (pSPAT IMPREGNATED FELnn OVER 2X4 STUD AT 18'D.C. aruolo wu`"F0ti10ac HEIGHT OF 30.CRC SECTION 1505A. CBC BECKON 3102.5.1 AND 3102.5.2 VERTICAL LENGTH SHALL NOT EXCEED MANUFACTURER'S (UNLESS NOTED OTHERWIBEJ. nu" i:A:a•au 2. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM RECOMMENDATIONS OR 14 FEET UNLESS A LICENSED ENGINEER CAN INTERIOR WALL ASSEM.Y-1/2'GYP.BD.OVER 2X4 STUD AT 16"O.C. NET CLEAR OPENABLE AREA OF 5.7 SQUIRE FEET.THE 5. PROVIDE COMBUSTION AIR TO FORCED AIR UNIT PER UMC SHOW AN APPROVED ALTERNATE DESIGNED SYSTEM.CMC SECTION 504.3.2. (UNLESS NOTED OTHERWISE). PROJECT MANAGER MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL SECTION 318 AND CHAPTER 7 AND TO WATER HEATER PER 9, NO BUILDING SEWER OR OTHER DRANAGE PIPING OR PART THEREOF SD. BE 24 INCHES.THE MINIMUM NET CLEAR OPERABLE WIDTH C.P.C.SECTION 507.3. 14. PROVIDE A TPI VALUE FOR THE WATER HEATER.(CPC 505.3). DIMENSION SHALL BE.20 INCHES WHEN WINDOWS ARE CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE 0 INDICATES LOW WALL ' DESIGNER PROVIDED AS A MEMOS OF ESCAPE OR RESCUE THEY SHALL UNDER OR WITHIN A BUILDING SHALL BE INSTALLED UNDER OR WITHIN 15. PROVIDE A GUARDRAIL FOR AL UNENCLOSED FLOOR AND ROOF OPENINGS, HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES 6. PROVIDE BOLLARD PROTECTION FOR WATER HEATER PER UPC TYND(2fEET OF ANY BUILDING OR STRUCTURE OR LESS THAN ONE SD, ABOVE THE FLOOR.CBC SECTION 310.4. SECTION 510.3 AND MECHANICAL EQUIPMENT PER CMC F00T B OW THE SURFACE OF THE GROUND.C<'C SECTION 718.3 BALCONIES OR PORCHES.WHICH AR€MORE THAN 30"ABOVE GRADE OR 2 x 4 STUD WALL SECTION 308. FLOOR BELOW.MINIMUM HEIGHT:36 FOR RESIDENTIAL. DATE 3. GLAZING IN DOORS AND WINDOWS SHALL BE PROVIDED WITH INTERMEDIATE RAILS SHALL BE SPACED 50 A 4"SPHERE CANNOT PASS ® ®, 2 x 6 STUD WALL 5-21-04 TEMPERED GLASS AS REQUIRED IN C.B.C.CHAPTER 24 10. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. THROUGH.<BG509.1> JOB NO. INCLUDING:GLAZING IN BATHTUB AND SHOWER ENCLOSURES 7. PREFABRICATED META FIREPLACE SHALL BE CONSTRUCTED CPC SECTION 313.2 AND GLAZING IN ANY PORTION OF A BUILDING WALL AND INSTALLED TO MEET THE REQUIREMENTS OF THE MANUF.AND 16. FIRE BLOCKING AND DRAFTSIOP: 04-03 ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM REQUIREMENTS OF THE MECHANICAL CODE. 1.OPENING AROUND GAS VENB WCIS PIPES,CHIMNEYS AND FIREPLACES ® 2 x 6 PLUMBING WALL EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES METAL CHIMNEYS SHALL BE ANCHORED AT EACH FLOOR ANO ROOF 11. WATER CLOSETS(TOILETS SHALL BE CERTIFIED TO USE A MAXIMUM AT THE CEILING AND FLOOR(EVELS HAUL FIREBLOCKED WITH yy�� SHEET ABOVE A STANDING SURFACE AND DRAIN INLET;GLAZING IN WITH TWO 1 1/2-INCH-BY-1/8-INID(38 MM BY 32 MM META OF 1.6 GALLONS PER SH. NONCOMBUSTIBLE MATERIALS. CBC 708.2.1(4). Y FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY�STALATION 2.PROVIDE FlREDLOCKING AT 10-FDOT INTERN N CONCEALED SPACES [��,T ^TI AND NrVLED WITH NOT LESS THAN SIX 84 NAILS PER STRAP AT EACH �� `, ..,�_,';J POT SHELF THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A JOISL(CBC SECTION 3102.6)(UBC SECT.106). BOTH HOIZONTALLY ANDVERIICALLY PER CBC 708.2.1.1. 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A 12. SHOWERHE40S SHALL BE CERTIFIED TO USE A MAXIMUM OF 2.5 GALLONS /•� /•� CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE PER MINUTE 17. FLOOR-CEIUNG ASSEMBLY WITH"OPEN TRUSSES'SHALL BE DRAFT STOPPED f j';�;'7'- RC- 1 _ { 1 OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE SOFFIT LIMITS V V SO THAT THE AREA OF THE CONCEALED SPACED DOES NOT EXCEED 1000 L: ��-!J WAKING SURFACE GLAZING IN WALLS ENCLOSING STAIRWAY SQUARE FELT.THE DRAFTSTOP SHALL DIVIDE THE CONCEALED SPACED INTO - LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF ARPRO%INATELY EQUAL AREAS PER CBC 708.3.1.1.1. STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS (ALL PENETRATIONS L THE DRAFT STOP SHALL BE SEA ) SHEET: OF, THAN 60 INCHES ABOVE A WALKING SURFACE. DO NOT SCALE PRINTS 1� CAD FILE:2579A1 O O O Ur---------- y N ------ r �_ Nai Q> AFC L4 U r O ® C G VZ OPT, BDRM. 5 •p Lj CDT �ET LC' AFC (a PH `� C 7'-4. 3.-6. FAMILY O .Cp. \ CARPET LG' N V c N C LU 5060 RI-PASS O o ^ x I� � � WIRE SHELF \ n N - E)n� no 1-51 Zy o � � OPT. BATH 3 OPT. BDRM. 5 Ir I W F- < o o � M• BORM• ® Z w Q 0 00 =>- 4, L6R ® Z Ln J i DN < N CARPET CUTE91-0" R U OZ LL LINEN W uj WIRE SHELF m — __ ® UN. Q O --- — — N 6060 01-PASS AFC Q LU W QW AEC 0 z � BDRM• 2 Z W W �DRMc J F. PH ' CARPET W �— W Z ¢ O Y wJ fn < U z F .oAw wlwx�xF�n xiA. jT[oop�xTQxvE AFC AF t5a°oflo,S.'wEIN~o< vE�964"A:o pto PROJECT MANAGER Q. GN DESIGNER �-- SD. ~ DATE t1141 $ 5-21-04 JOB NO. 04-03 OPT. BDRM. 4 SHEET REFER TO BASE PLAN SHEET RC-3.1 FOR o ADDITIONAL NOTES AND DIMENSIONS. R C_ 3.1A OPTIONAL FLOOR PLAN SCALE: ,/4" _ , _o' o � SHEET: OF: DO NOT SCALE PRINTS CAD FILE:2579A,A C) 35-0- Lu 0 10'-4' 24'-8* 0) 3'- 10'-0' ---------- < r*_ 101-10, 4) c%1 5--4- 75 0 6'-2- 11. T-7' 2'-8* 2'-4' 2'-4* 2 6'-4 1-4- 3.-6" -0' 10'-0' LL --4- 2-- C> 3 cp --------------- I i 0— ce DEN IId C> 01E OP'T.BDRM. 04 co 0 06 0 NOOK c%j WE 0 M. QgH M. BDRM. x 0-9 FAMILY 0 I D H co ob WALK—IN 7 BD KITCHEN - Lu Lu COMPUTE RATH 0 ui 0 LAUNDRY let Li 7 LL :N:-71`- 7--r DEN Hq L 0 co 0 BONUS RM./ BDRM GARAG OFE, BDRM, E LMNG >- . -j BDRM, ;D Z u- alai\ Lu I. -—----- Lo cc ------------------ LLj III of 0) 0 0 13 < Lu > [3 r 2'-1 11-1 . 3'-1C 2'-10' 1 W 0 W 5--8. 40� 5'-B' 00, 2'-10' z 2-10' 4'-4- 4'-4- 1 Z co 101-81 14-4' Lu UJ 35'-0m FOR uj �— 0 BE-TO-1 PLAN SHEET z ADDITIONAL NOTES AND DIMENSIONS. 0 Lu Z w SCALE: 1/4" V-0" AN 1079 SQ. FT. ...........A. T- LOWER FLOOR PLAN 'IT, ""'A'ATNI'I UPPER FLOOR PLAN 1500 SQ. FT. "t-g-Tp, T, WALL KEY o,oMANAGER PROJECT 0 E SD. INDICATES LOW WALL DESIGNER 2 SD. 2 x 4 STUD WALL DATE 2 x 6 STUD WALL 5-21-04 JOB NO. 2 x 6 PLUMBING WALL 04-03 SHEET POT SHELF SOFFIT LIMITS C:- 3�:l RD SHEET: OF: DO NOT SCALE PRINTS CAD RI E,2579A1 0 d) N V O N O� DEDICATED POWER U SINGLE PHASE FUSENU T Y-----_ G.F.I. H.B. CONNECTION FINAL HOOK UP DISCONNECT FOR A/ W.P, +7 BY MECH.SUBCONTRACTOR qp _ AFC 0 r F!: 2 U •�1-4F G .KEY OT G.F.I. .. / W.P. H02Of AFG ® j ® /, \ 14 H / `� PND. 0 O V i r ` SEE ` DF n;,i.. ® N U "E / ) \ ® 1/2 HOT OPT. DRM. 5 w j � N � W 11\ M. BDRM. ® / V ^ C -�' 36"BAR ��� -FD FAMILY . 5,-0" 4'-0" I ^ V ATTIC FURNACE AND PASSAGEWAY /� LI' a\ 24"WIDE OR SIZE OF EQUIP., ��---�� ! `� WHICHEVER IS GREATER, �_ f ' OF SOLD CONTINUOUS c G.F.I. C \ ELOOR'GQUIPME FROM SCUTTLE TO \ // I v PROVIDE FLUOR.LIGHTS EQUIPMENT AND ITS CONTROLS � ` � � F I UNDER UPPER CABINETS. LENGTH OF THE PASSAGEWAY �I '�I O• / -'-'� i SHALL NOT EXCEED 20 FT.(M.C.708) ____ _=v' ice -___-_� LLZ AFC G.)Fl A'WALK-INKII�IE , , j ----- To�mc _ PH .F.I P DE SWTICH COMPUTE B I C.F. �� r�1 a LG.IT,ouTLEr.a J - r - - i FGv FOR ATTIC /1 r � TO SW CH' FOE -�� j I fl Z Y '72 LAUNDRY U,O m a 7 xa BE -------,o /P 1+72" N w kzl LONG CONCRETE -----_ DIN ELECTRODE of 0 0 ®® AFC _i42N j AFC / PND. v j ---S0. S0. DDOOR 5 DROPENR�E O E Z w --- 0 GAS METER ODT'U B-�,A,�M. 4 (VERIFY LOCATION) � � O T BDRM. 2 (SIMPLEX CURET) I' ELEC.METER 20 AMPS) 1/2HOT GARAGE +a2,cF.I. LA�Ep�Y LOGY{oNQ) Z to PH *' AFC w AFC BDRM. 3�_ PH LIVING IRRICA-n ovn.ETPol ER-6 TPROVIDE O GAS ANUFER 0 BLIND DEWITH BOND (V J -�� 1/2 �+H.B. SEE DETAIL CD U O Q r 1 2 S. AFC ARC SHUT OFF /� Z LL : AFC N'RY TV AND AFCVALVE ---^ ------T----_------- TO BE*PROVIDE CABLE MUM THREE LINES V! _ "PROVIDE MINIMUM THREE GROUND LLI CLAMPS FOR TRADES." '^ 0 ,I V/ � Q O N I= ? I- In ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, W SALE-PHASE 15 OR 20 AMPERE G.F.I. P•B. r RECEPTACLE OUTLETS INSTALLED IN DWEWNG WP• (LAMEVOSLAGE) BY AN ARC-fAULT ROUT IN BE TERRUPTER. UNIT BEDROOMS PGRr Y O O 1999 NEC 210-12(b).TYR `T, D - ❑ ❑ ❑ ��� z U W Q @J 2 o UPPER LEVEL PLAN LOWER LEVEL PLAN \L�1 �'4. Q o a CC Z ELECTRICAL / UTILITY PLANS r SCALE: 1/4' _ ,'-o' Q w W o ELECTRICAL NOTES: E) OUTDOORS:AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE PLUMBING NOTES: MECHANICAL NOTES: J w Z Z LEVEL 210- BE INSTALLED AT THE FRONT AND REM Of THE DWELLING. SYMBOL LEGEND O Y w 1. ALL OO VOLT SINGLE-PHASE 15 AND 20 AMPERE RECEPTACLES INSTALLED C.EC.210-52(e) 1. ANCHOR OR STRAP WATER HEATERS TO RESIST EARTHQUAKE MOTION. 1. ALL DUCTS IN ON 2 R-3�U-1 OCCUPANCY FlRETAUS 7. AIR COOLING CgIS LOCATED IN THE AT11C SFU11 HAVE OUTDOORS CIRCUIT THERE G DIRECT GRADE LEVEL ACCESS,SHALL HA ROUND- B. SMOKE DETECTORS SHALL;BE INTERCONNECTED TO SOUND AN ALARM IN ALL CPC SECTION 5105. SHALL BE MINIMUM 26 CION 02.4. ED SHEET METAL ON A SECOND WATERTIGHT PAN INSTALLED BENEATH THEM '^ - F LT CIRCUIT RU N FOR PERSONNEL CEC 210-8 3. SLEEPING AREAS OF THE DWELLING:BE INSTALLED IN EACH SLEEPING ROOM AND 2 WgTER OUTLETS WITH HOSE ATTACHMENTS AND HOSE BIBBS MUST HAVE GARAGE SLOE. CBC SECTION 3024. PN CMC 1106.10&7108.12 ® v/ v Z 2. ELECTRICAL OUTLET BOl(ES ON OPPOSTIE SIDES OF THE GRADE-DWELLYWI IN THE CORRIDOR OR AREA GANG ACCESS TO EACH SEPARATE SLEEPING AREA AND APPROVED NONREMOVABLE TYPE BACI(FLOW PREVENTION DEVICES INSTALLED. 2. HEATING AND COOUNG EQUIPMENT(INCLUDING WATER o RECESS WATER FIRE RATED WALL SHALL BE SPACED AT LEAST 24 INCHES APART HORIZONTALLY BE EQUIPPED WITH A BATTERY BACKUP AS PER CBC SECTION 310.9.1. CPC SECTION 603.3.7. HEATER LOCATED IN A GARAGE SHALL BE INSTALLED BOX LOCATION CEILING FAN AND HAVE STEEL OR RAILED PLASTIC BOXES PER CBC 709.7 ® SO THA THE PILOTS OR BURNERS ARE AT LEAST 18" CEILING Ex^^Ess1.��:e°sEs°v"^ss^i;asw:'uax aw 9. A DEDICATED 20 AMP CIRCUIT IS REQUIRED TO SERVE THE REQUIRED BATHROOM 3, PROVIDE MINIMUM OF 1//4"PER FOOT SLOPE FOR HORIZONTAL DRAINAGE ABOVE THE FLOOR LEVEL CMC SECTION 303.1.3. 0 IX'FAN MOUNTED 3. MAIN SERVICE PANEL ELECTRICAL LOAD CALCULATIONS SHALL CONFORM TO EC 220. RECEPTACLES PER C.E.C.210-52. PIPE.CBC SECTION 716.1. �_� LIGHT FIXTURE T"dsoouciosc�::oeh."`o'k"o"`oHa"S�x'n°x.E 10. PROVIDE CONVENIENCE OUTLETS A MAXIMUM OF 6 FT.FROM OPENING AND 12 FT. 3. EXHAUST FANS REQUIRED IN BATH AND GR LAUNDRY ROOMS N CABLE UNDER CABINET orxo"n,A,^ Fn"Mv�wEi"u,o 4. PROVIDE GROUNDING AT SERVICE ENTRANCE TO COMPLY WITH CEC 250-81 OR 250-83. 4. NO VENT FROM INDIRECT WASTE PIPING SHALL COMBINE WITH ANY SEWER MUST CONNECT DIRECTLY TO THE TOE AND MUST LOCATION FLUOR SCENT LIGHT APART.THE MINIMUM WALL SPACE IS T FT.AND MAXIMUM KITCHEN COUNTER 70P CONNECTED VENT,BUT SHALL EXTEND SEPARATELY TO OUTSIDE AR PROVIDE 5 AR CHANGES PER HOUR.CDC SECTION 1203.3 '�'" '"„ rer7 5. FIXTURES IN CLOSET SHALL MAINTAN 18'CLEARANCE FROM COMBUSTIBLES.CEC 410-8. SPACE IS 12 INCHES WITHOUT AN OUTLET.<E210-8> CPC SECTION 803. PH TELEPHONE y} ELECT SWITCH sr3fl o .w ^w.aeas 6. PROVIDE GFl PROTECTION PER CEC 210- a. 11. PROVIDE GROUND-FAULT CIRWR-INTERRUPIERR((G.F.C.I. FOR OUTLETS IN BATHROOM, 4. A WARM AIR FURNACE INSFALLED IN AN ATTIC OR FURRED ""^©2soa"; �) IN KITCHEN WHERE RECEPTACLES ARE INSTALLED TO SERVE COUNTER IN SURFACE, 5. CLOTHES WASHER STANDPIPE RECEPTOR SHALL EXTEND BETWEEN 18 AND 30 SPACE SHALL COMPLY WITH THE FOLLOWING PER C.M.C. 0 DOOR BELL 4a4^ ELECT SWITCH µso..a... ".a.sXpLL 7. PLACEMENT/SPACING OF ELECTRICAL OUTLETS: IN BASEMENT,IN GARAGE AND FRONT AND REAR OF OUTSIDE OF BUILDING.<E210-8> INCHES ABOVE ITS TRAP. THE TRAP SHALL BE BETWEEN 6 AND 18 INCHES SECTION 307.3 CHIME DOOR THREE WAY ABOVE THE FLOOR.CPC SECTION 804.1. PROJECT MANAGER A) GENERAL'OUTLETS SHALL BE INSTALLED SO THAT NO POINT 12. PROVIDE UFER GROUND WITH BOND TO GAS AND WATER LINES.<E250-8> A) A MINIMUM 30'x30'ATTIC ACCESS. DOOR BELL GaT ELECT SWITCH ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6. PRESSURE TEMPERATURE RELIEF VALVES SHALL TERMINATE OUTSIDE THE -(]P.B. BUTTON FOUR WAY SD, 6 FEET FROM AN OUTLET IN THAT SPACE,INCLUDING ANY 13. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,SINGLE-PHASE,15 OR 20 AMPERE BUILDING WITHIN 6 TO 24 INCHES OF THE GROUND AND POINTING DOWN. B) A MINIMUM 30':3D"AND 24"WIE OR SIZE OF WALL SPACE 2 FEET OR MORE IN WIDTH AND THE WALL RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED SUCH DRAIN MAY TERMINATE AT OTHER APPROVED LOCATIONS.CPC SECT.608.5. EQUIP.,WHICHEVER IS GREATER,PASSAGEWAY su SMOKE LIGHT FIXTURE DESIGNER SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS,BUT BY AN ARC-FAULT CIRCUIT INIERRUP7ER.2001 CEC 210-12(b). 7. CLEANOUTS SHALL E PLACED INSIDE THE BUILDING NEAR THE CONNECTION TO THE FURNACE AND CONTROLS. DETECTOR WALL MOUNTED SD. EXCLUDING SLIDING PANELS IN EXTEF40R WALLS.C.E.C.210-52(a). 14. PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BETWEEN THE BUILDING DRAIN AND THE BUILDING SEWER OR INSTALLED OUTSIDE C) THE FURNACE SHALL BE LOCATED NOT MORE ELECTRICAL LIGHT FIXTURE DATE B) KITCHEN COUNTER TOPS RECEPTACLE OUTLETS SHALL BE THE BATHROOM RECEPTACLE OUTLETS.SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THE BUILDING AT THE LOWER END OF THE BUILDING DRAIN AND EXTENDED TO THAN 20 FEET FROM THE ATTIC ACCESS. ® JUNCTION EXHAUST FAN g INSTALLED AT EACH COUNTER SPACE 12 INCHES OR WIDER. 2D01 CEC 21D-11(c)(3). GRADE. CPC SECTION 719.1. D) A LEVEL WORKING PLATFORM 30 INCHES IN DEPTH 1//2 DUPLIX OUTLET LIGHT OCMBO. 5-21-04 RECEPTACLES SHALL E INSTALLED SO THAT NO POINT ALONG 15. OUTLET BOXES OR FITTINGS INSTALLED AS REQUIRED BY SECTION 370-23 SHALL 0E 8. GAS PIPING SHALL NOT BE INSTALLED IN OR ON GROUND UNDER A BUILDING. IN FROM OF THE ENTIRE FlREBO%SIDE NOT HALF HOT J08 NO. THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE PERMITTED TO SUPPORT FIXTURES WEIGHT 50 LB OR LESS. A FIXTURE THAT WEIGHS CPC SECTION 1211.3. LIGHT G NRE OUTLET IN THAT SPACE. ISLAND AND PENINSULAR COUNTER TOPS MORE THAN 50 LB.SHALL BE SUPPORTED INDEPENT OF THE OUTLET BOX UNLESS E) A PERMANENT ELECTRIC OUTLET.A LIGHT DUP;�OUTLET FLUSH CMS 04-03 12 INCHES OR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE THE OUTLET BOX IS USTED FOR THE WEIGHT TO VBE SUPPORTED.2DO1 CEC 410-16. 9. PROVIDE BONDING FROM COLD TO HOT WATER PIPING TO COMPLY WITH FIXTURE ODNTROLLEO BY A SWITCH LOCATED AT THERMOSTAT SHEET SEPARATED EACH FOUR RAN E TOPS,RET OF EFRGERATORSS.OER TOP.COUNTER SINKS STOP HALL 15. L 0 1 G SHALL E SPAC SO THAT NO POINT CEC SECTION 250-80. BEEPROPAD D A ATTIC ET OR NEAR TH AND A EL GAS STUFURNACE.9 SHALL 22N 22UREEV0%L URET WALL'MOUNTED E CONSIDERED AS SEPARATE COUNTER TOP SPACES. ALONG THE FLOOR LINE E ANY WALL.SPACE IS MORE THAN B FEET HORIZONTALLY 10.NO DOMESTIC DISHWASHER SHALL BE CONNECTED TO A DRAINAGE SYSTEM OR RECEPTACLES ON KITCHEN COUNTER SHALL 0E STARTED WITHIN 24" FROM AN ELECTRICAL OUTLET PER CEC 210-52(a)1. FOOD WASTE DISPOSER WITHOUT THE USE OF AN APPROVED DISHWASHER ARGP 5. DOMESTIC CLOTHES DRYER SHALL BE PROVIDED WITH A MIN. WP DUPLEX OUTLET -% KEY GAS VALVE KEY OF THE WALL OR COUNTER EDGE AND SPACED NOT MORE THAN B. ONE 20-AMP ELECTRICAL CIRCUIT SHALL BE PROVIDED IN THE LAUNDRY ARID PER FILLING.CPC SECTION 807.4. 4 INCH DIAMETER EXHAUST DUCT AND TERMINATE OUTSIDE THE on WATERPROOF 3.n 48"O.C..C.E.C.210-52(e) DEC 210-11(e)(2).THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. 11.IN SHOWERS AND TUB-SHOWER COMBINATIONS,CONTROL VALVES MUST E BUILDING AND SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS. GROUND FAULT +F.G. FUEL GAS L PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES.CPC SECT.420.0. THE MAX TOTALVERTM AND HORIZONTAL LENGTH SHALL NOR C) BATHROOMS:AT LEAST ONE WALL RECEPTACLE OUTLET SHALL E 7, IN THE KITCHEN,T1V0 OR MORE 0 PERT SMALL-APPLIAWCE BRANCH CIRCUIT SHALL ® EXCEED THE 14 FT.INCLUDING TWO 90 DEGREE ELBOWS.<M0908,0504> AFC ARC-FAULT rt H.B. WATER HOSE BIB INSTALLED IN THE BATHROOM ADJACENT TO EACH BASIN LOCATION. BE PROV, PER CEC 2RIC 10-11(c)(i h 210-52(a). CIRCUIT INTERRUPTER GEC.210-52(d) 12.KITCHEN AND BATHROOM fAUCEIS WI1H A MAXIMUM FLOW RAZE OF 2.2 GALLONS 6. VENTING SYSTEMS SHAH TERMINATE NOT LESS THAN FOUR FELT HORIZONTALLY COLD WATER 0) HALLWAYS:HALLWAYS 10 FEET OR MORE IN LENGTH HAVE 18. CCLTHHEESPDDRYERS ER CEC 250D ELECTRIC RANGES SHALL HAVE A 4-WIRE GROUNDED ELECTRICAL PER MINUTE PN CPC 402.8. FROM, AND NOT LESS THAN GRAVITY AR INLET IINTONA BUILD ABOVE A ING.0000CMC 806.6.OPERABLE WINDOW C.F.I. GO LEXD FAULTY rt C.W' LOCATION SHEET: OF: AT LEAST ONE RECEPTACLE OUTLET.C.EC.210-52 h CAD FILE 2579A2 O Co I I r O � CnNIPII7FR (�� � �I FAI --- -------- ;'�� y O BATH 2� I m N o v 0 1 I I i N c)) ti 11J' LAUNDRY " rn • \ I i , 3 c I i o I Jr ' ' I % ------- \ I � ' . DININ �p O j % I 1 1 00 O C. 1 i I al. NU E / ♦ I N W j BONUSc/RM./ ♦\\� 1 I VERB LOCAnoN d o 0 IBiM. 4 BDRM. 2 \\ I .i \ � LIMN GARAGE C I \ 4oso sL / I I TILE I _ 18'z 7-1 SECT.GAR.DR. 4050 SL _ I M� L- 2030i FX 2030 X 2030 FX —I_ ----- ____ 'SOFFIT _ q I i-- ------ ------ --j i W.P. � b Y' b so50 sL S_PORCH STUCCO SEE EXf.ELEv. %M�6CC?0/NE 3X4EEW D m - T STUCCO POTSHLIF EXT i WOOD ___________ __________I'_____�__ I I 'm 10' b SEE EXf.IEIEV. O� O I CONIC. .,I SEE EXC ELEV. �. i i I l lr �_ BY OTHERS I — ' I I z Y O TAPERED STUCCO COL W/STUCCO 0/ 3" 2X}FOAN TRM AT TOP k BOTT.0/ Bf OTHERS co 2'-10" 4'-4• 4'-4" 2'-10" 5,-0" 5'-0" 5'-4' g'_4• 22 S0.STUCCO SHONE VENEER Col BASE •_B' S'-2" 1'-8 5'-Y '-3" 2'-3" I6'-2" 2'-3" ! ,J W/STUCCO 0/3X4 W'D TRIM-TYP. W 14'-4" 10'-0" 10'-B" SEE EXT.ELEV 14'-4' 20'-B" NOTE:REFER TO CIVIL AND LANDSCAPE z w _ _ -; DWG'S.BY OTHERS,FOR ALL IO DRIVEWAYS N ��. �_0• FENCES,AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET RC-3.1 FOR Q O ADDITIONAL NOTES AND DIMENSIONS. UPPER FLOOR PLAN LOWER FLOOR PLAN W z z o x, - z Lo J j I BATH 2 o U O Q 1 I 1 Z U. I / \ / LAUNDRY i Q U J I I a C7 •c---- p� Z fn a! la \\ = W 1'---- j DINING Ig ♦ I w b (/� / j BONU /RM./ \`\ j FENCE U 0 °i OPT . 4 BDRM. 2 \`� VERIFY LOCATION W O W \`♦ GARAG LIVINGS Q or- = cc Z z am coW W `♦ `\ i \\ I ENTRY W 4050 SL / / \\♦\\ i 9-0'C 18 x YTSECT.GAR.DR. ---___ / I •I O Y Q / \ TILE M W 4oso sL / 4050 SL 2030 FX I \ ----- ---- W000 RNL — 5050 SL PORC °°�'„,°,t"°w`iia -1 Y. --__.L___-__ _ ' I OLD. SEE EXT.ELEV. CONC. vx esr °,e warns°�nc. STUCCO POTSHELF BRICK VENEER W SLOPE TO DRAIN BRICK VENEER � ° ,�,flOPEP E4o1O";o ee I I I I W.P.MEMBRANE SEE EXT.ELEV. ,,^^ °�x" •� I wj i I SEE EXT.ELEV. b b Q SEE EXT.ELEV. 9'-0'STUCCO STUCCO SOFFIT Q Y/ 97683Nr°M m' N o I I m CONC. CONIC.DRIVEWAY °°o wnzsa n' m iO BY OTHERS ors°o. 13 44. 4• WALK /�F'� j PROJECT MANAGER CONC 12"STUCCO COL W STUCCO 0/ DESIGNER 2 4 M TRIM AT P&BOTT. A""J SD. 3'-10" T-B" 2'-10' S'-0" 5'-0" 5'-4" 5'-4" B0lx/S20//50.BRICK VENEER CDL _ g•_B• _ g•�" - 2'-3' 16'-2" 2-3 DATE (SEE E)jRICKIOR EVENEEEERN5�-TYR ,T 5-21-04 20•-B" NOTE:REFER TO CML AND LANDSCAPE DWG'S.BY OTHERS,FOR ALL IONS. YS, Z JOB NO. _ FENCES,AND SIDEWALK LOCATIONS. 04-03 rf • REFER TO BASE PLAN SHEET RC-3.1 FOR SHEET ADDITIONAL NOTES AND DIMENSIONS. UPPER FLOOR PLAN LOWER FLOOR PLAN RC- 3.3 ADDENDA FLOOR PLANS SCALE: 1/4" _ -°" SHEET: OF: DO NOT SCALE PRINTS CAD FILE:2579A3 O O r O O 6 O y N v O L N O 3 0) c o g 4n a U •� � o c O 0 ,� Q. c%4Ud E N W x0 � V m of) y Z Y O 07 2 uj It uj a 0 r m Z u, r 1 O 1 Z � J_ I I BATH Z I N 1 � I �I I I j o U Z LL LA NDRY I Q ~ J 0 b Q a I I I I Z J - -_ - I I- I -_ I- ' 4 DINING �W'/^� ------------- I O O BONU 'RM./ \ i PENCE W > ?P I OPT. 6 VERIFY LOCATION M. 4 2 `♦ I I z I -- - . � I BDRM I I ♦� I GARAGE LU 0 W I I I I 1 `♦ / ♦ I Q J LLI I I ♦ i ♦ I f�� W I � I ♦ i � `� I g_D•OLD LLJ � O ____.::__\ �'� VENEER ----.-- g $.oEXT.SELE C0TONE VENEER 8'zTLSECf.GAR�DR.-----_— --- NYZZ 4050 SL SEE �/� W V. V J—... b _yQ J UZ -- T ---- I ----- --� —J IL� --------I-- --- ELF SWITMCME�MBRAH ......_._— 3-11 5050 SL 7,- i ui`e o �*`�°°nn"'�en°r: SL 2030 fX 1 _ 'F— I I �• z'-to 3 Ygg"w SEE EXT.ELEV. 8.a m I I * 4 WOOD RAIL PQ@S�H ee n��e d rra ' w s.Es���'4 SEE EXT.ELEV. - S'-0'S1VCC0 CONIC. /'�1 °.°,;,�p.�;Y""°•#nno:4.fi.°:r`..1"�ao r """0 SOFFIT D NETHE `V n Cow. rSEE E1R.ELEV. 6!OTHERS uuounSi�ioa:. "uw�eea, PROJECT MANAGER CONC. SRK:CO STONE VENEER— 0' BY OTHERS D' �COLUMN �y�� DESIGNER T-B' Y-10' 5'-0' S'-0' 5'-4' S'-4' SEE EM.ELEV. 'SD' 1-' 4'-11' 1'-8' 4'-11" 1'-8' 4'-7' 18'-2' 2'-7' DATE -- NOTE:REFER TO CML AND LANDSCAPE 5-21-04 STUCCO ARCHED— ....... _. _ SOFFIT 14'-4' �,-S� DWG'S.BY OTHERS,fOR ALL DRIVEWAY z B N SEE EXT.ELEV. FENCES,AND SIDEWALK LOCATIONS. -03 ...._ _ 7s'-o L Q SHEET - ---- -- - < -- 04 REFER NA BASE PUN SHEEP RONS.1 FOR ADDITIONAL NOTES AND DIMENSIONS. � SHEET UPPER FLOOR PLAN LOWER FLOOR PLAN _ RC- 3.3A ADDENDA FLOOR PLANS T SCALE: 1/4" _ SHEET: OF. DO NOT SCALE PRINTS CAD FILE:2579A3A - 1. STAR CONSTRUCTION SHALL COMPLY WITH CBC TABLE 0 NO.16 A&S AND CHAPTER 10. r O / 2. AND STAIR TREADS SHALL BE DESIGNED TO SUPPORT 0 A 30O POUND CONCENTRATED LOAD PLACED A POSITION WHICH WOULD CAUSE MAXIMUM STRESS.STAIR I DESIGNERS SHALL BE DESIGNED FOR THE UNIFORM DESIGN LOAD SEf FORTH IN CDC TABLE N0.16A.0.18A. 12 3 RESIST BALCONY 0 GL��OF LATERAL LOAD PPE ERR LILL NEADESIGNED FFOOOT WHOEN N N APPLIED AT RIGHT ANGLES TO THE TOP RAIL,GUARD& 4 HANDRAILS MUST BE ABLE TO SUPPORT AT LEAST 200 CBS. V APPLIED AT ANY POINT ON THE RAIL FROM ANY DIRECTION. N (3) CSC TABLE NOASB. 4. THE TOP OF GUARDRAILS SHALL BE NOT LESS THAN 38' V IN HEIGHT. 5. PROVIDE FIREBLOCKING IN CONCEALED SPACES BETWEEN _C 0 STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN •� AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. >` CDC SECTION 708.2.1.3. (Q 6. THESE PLANS AND SECTIONS ARE DRAWN AS A DESIGN TPREPARATION OF OOL TO ASSIST THE S SHOP UB-CONTRACTOR IN THE C DRAWINGS ARE TO BERM ROVED BYNTHE OWNER ANDO V� •� LOCAL BUILDING OFFICIAL.THESE PUNS SHOULD ALSO co 0N U A• CL C BE SUBMITTED TO THE ARCHITECT FOR HIS REVIEW FOR ^l� OFETHEE PROJJECT,PRIOR TO OWITH NSTRUCTION.IGN CONCEPT N L W 7. SUB-CONTRACTOR TO FIELD VERIFY ALL CONDITIONS c PRIOR TO THE FABRICATIONS OF STAIRS,HANDRAILS, CARPET AND GUARDRAILS. O 0 S 1 1/B*T EADS 8. STAIRWAY HANDRAILD; &1/2 RISERS CD = C Cc O/3-2X72 a. MAXIMUM RISE OF 8�r)INCHES/4 INCHES MINIMUM STRINGERS 11' AND MINIMUM RUN(I AIRW OF 9.L>1 INCHES. 1� ._ IC"IF NOT PRIVATE SDfTAIRWAAY OR O.U10) 4 BC SECTION 1003.3.3.6. TRUSSES BY OTHERS 11 / b. MINIMUM WIDTH OF 38 INCHED(OCCUPANT LOAD<50) TOP PULE LINE_— - - _ TOP PLATE LINE,L MINIMUM HEADROOM OF B FEET 8 INCHES. PIII 1= ®R, '�. CD w - a. C.B.C.SECTION 1003.3.3.4. CEILING INSTYP TION AT AT•WALL BD YP. \) d. ENCLOSED USABLE SPACE UNDER STAIRWAY REQUIRES 1/2'CDX DRYWALL \ - -- - ONE-HOUR CONSTRUCTION ON ENCLOSED SIDE. AT CEILING-TYP. 9. STAIRWAY HANDRAILS: PROVIDE CONTINUOUS HANDRAIL FOR STAIRWAYS WfTH 2 ! MORE RISERS 4 OR MORE RISERS IN DWELLING UNITS Cp AND GROUP'�M'OCCUPANCIES. ® --Ir-- — b. HANDRAIL SHALL BE 34 AND 3e INCHES ABOVE THE M. BATH WALK—IN BATH 2 LAUNDRYII !J BDRM. 3 o - CBC NOSING ECTION OF TREADS. 3.3.3.6. DENSHIELD \ / --i-- AT WALL-TYP. I \ / L L- c. HANDRAIL SHALL BE CONTINUOUS THE FULL LENGTH OF I X BATi INSULATION AT 7 BAii INSULATION FLOOR SPACE ABOVE 8 ;y L THE STAIRS AND,EXCEPT FOR PRIVATE STAIRWAYS,AT AT WALLS-TYP. / \ i P LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTION 2ND FLOOR LINE / -\ GARAGE ONLY-TYP. 2ND FLOOR LINE PW L— OF THE STAIR RUN NOT LESS THAN 12'BEYOND THE TOP —-—-—- -—-—- MID BOTTOM RISER. TOP PULE UNE TOP PLATE UNE INTERMEDIATE BALUSTERS ON OPEN SIDES SHALL BE SPACED SO A 4'SPHERE CANNOT PASS THROUGH. — CD MAXIMUM C SPHERE AT THE TRWNGULAR SPACE FORMED 5 8 TYPE'X'GYP.BD.FOR 1 HR.CONST. CO i BY THE RISER AND TREAD. ! PER U.B.C.302.4 EXC.3,SHALL BE Z Y C.B.C.SECTION 509.3. INSTALLED ON WALLS AND CEILINGS ADJACENT O ¢ t THE HANDGRIP PORRON OF HANDRAIL SHALL BE NOT TO LIVING SPACE AND ALL WALLS AND POSTS y C1 1 / LESS THAN 1-1//2 INCHES NOR MORE THAN 2 INCHES SUPPORTING THE HORIZONTAL PORTION OF THE w a IN CROSS IT1 NAL GIMENSION. \ / ONE HOUR THE SEPERAT!ON. -i C.B.C.SECTION 1003.3.&6. li \ / i Cc PROWDE.5/8'TYPE'X' \ / GYP.BD i, RENRN HANDRAIL TO NEWEL POSE OR WALL. TH R OUGHOUT KITCHEN \/ GARAGE w ACCESSIBLE SIDE OF STAIRS C.B.C.SECTION 1D03.3.3.fi. �.-_. A H o 3-11• 1'-8' 0HR CONSTJ 2 TREADS 0 10'EA. / \ 1ST FLOOR&j 1ST FLOOR UNE / \ __ CONIC.CUR LINE STAIR SECTION 1 SCALE: 3/8" _ ,-o• Z w S O 0 Z L J ; N U < z U _ F- LU Q J Z 2 1z 12 W 4� T SBHS �4 41 U) TRUSSES BY OTHERS TOP PLATE UNE Z MP PLATE UNE_ _ __ TOP PLATE UNE TOP PUTS rLINE_ _—_--_—_ _ BLOWN INSULATION A ® ® 0 ° 0% ® CEILING-TYP. - '^ Li -} `/J 1 'cox DRYWALL— 1 2' RYWALL -TYP. .I AT CB NG i-TYP. Q W ® o a BONUS RM./ W W Q W COMPUTER W LK—IN M. E D M. m _ OPT. BDRM. 4 c = OC 1/2'GYR SO. 1'2' VP,B0. � Z AT WAL -TYP. AT W LL-TYP, WOOD HANDRAIL -- cc GATT NN ULATION GATT INSULATION ' G 2ND FLOOR LINE AT WAL S-TYP. -__- 2N0 FLOOR ALINE 2ND FLOOR LINE AT WALL -TYP. CD _- J WW If 2ND FLOOR LNE TOP PLATE UNE _ _TOP PLAlE._LINE TDP PUTS LINE �� —TOP PLATE LINE„ W OY W ----- STUCCO �/1 J ---- I CEILING DEN/ I I AJ T17 ,,00F�e':8n°";'"n �� To soFFIT 11__ PW m F KIT E OPT. BDRM. 5 I PO E ----- DINING LIVING PORCH mFr °° p owLo wo8„Awo FP. ----- CV "° oo��mao.l€w"Eaao ---- . P r... H..a ... 1ST FLOOR LIFE i5f FLOOR UNE 13r FLOOR UNE 1ST FLOOR UNE' '�------ ----- ------- -- - �k PROJECT MANAGER PROVIDE 6/8'TYPE'X' PROVIDE 5/8'TYPE'X' SD, GVP.BD.THROUGHOUT GYP.BD.THROUGHOUT DESIGNER ACCESSIBLE SIDE OF STAIRS ACCE8813LE SIDE OF STAIRS 11HR CONSTJ OHR CONST.1 _ SD. C DATE A 5— 11�1��>� Z 21-04 JOB NO. 04-03 SHEET FOR STRUCTURAL INFO.NOT SHOWN j J SEE STRUTURAL DRAWINGS LL. R C- 3.4 SECTIONS 71 SCALE: 1/4" _ 1' SHEET: OF: CAD FILE;,2 r4 O12 O r O �SCRIEENE((U�)) t� O r-- ---� PROVIDE 2FAVE VENTS G.I. 4 12 O ATTIC AREA 4 U g 0 LpCp I `�1 "SLANTED F M P S STUCCO 0 2X6 N i 20 SQ.IN.EA. FOAM TRIM AT HEAD E4 24"X12'G.I AA{{EFAL HALF RO ND DORMER0• -Tom. (� O D�NER VENT W/8UC SCREENYCORROSION- I I BLOCD�KSRBEdNHTP. TOP � cV � RESISTANT WIRE MESH OPEN'G OF i/4� I 'Tlo �4 I TOP_PUTE_LINE _—_ _ _—_ _ _PUIE LANE _ O 'C Q J"-DM24S.OR EQUN. V (125 SQ.IN.FREE AREA) I AT-HEADER c r - �I I RooF AREA•A• BELOW I I I I 1BM BQ,FF. �( STUCCO 4:12 S 13 tC ( F TRIoAT JAMS � 70- U .j I 2 4 C D \ AXD STUCCO SILE2 C a �\ O V� II 3 II \ CONTROL �— CONTROL �1 co 0 CL I I JOINT-TYP. JOINT-TYP. N 0 d E D CD LINE OF OF WALL BELOW 2ND FLOOR DNE \ — 2N0 FLOOR UNE N UJI SHOWN DASHED _—_—_— __—_—_—_ - I I �� TOP_PLATE UNE _— ._ _ _ _ _ _ _�' _ TOP_PUTS LINE _ -a II 'I _AT HEADERLL x o C I a I "LOW PROFILE"CONC.TILE - �`� / STUCCO 0/2X12 ROOF"EAGLE"I.C.B.O.�ER-46" ? FOAM BAN -TP. ]r►i I I / i 'J VERIFY METER PLUMBING DRAWING 4 II a II CUSS A"0/30 FELT 0 - , _____________________ _______ _ ___ __ _ __ ___ _ __ ______________ _ e ROOF SHUT;jI —N�",PANEL LOCATION CD I b PROVIDE 22•X30"VENTILATION CUT-OUT BELOW _ •yl i LOCATIONS IN ROOF SHEATHING BELOW FRAMING PROVIDE 22•X30•VENTILATION CUT-OUT 7� UTILITY COM MIIES +4• +0• FOR ATTIC ACCESS AND ATTIC VENTILATON I 5 J y I IN ROOF SHEATHING BELOW FRAMING m -TYP. I CD g _s L e":d I FOR AccEss AND Arnc VENTILATION ___ i fat I L___g J 1ST F1.00R @ iv — NTPoFY - CONC.CURB UNE � �� I ® w '. iST FLOOR LINE ROOF ARTA"BED BELOW 2 - yTU��p CD VERIFY FENCE LOCATION SEE EM.ELEV. SLOPBE�2 SEE LANDSCAPE DRAWING GONG.STOOP RIGHT > 14'XB'COMBUSTION AIR VENTS m PROVIDE(5T 1 1 Ia"G.I. 24'%12•G.I METAL HALF ROUNQQ DORMER ---�� TOP AND BOTTOM SCREENED VE LOWER VENT W/BUG SCREENCORROSION- 0_Oo I�IAI1 RESISTANT WIRE fJESH OPEN'G OF 1/4� ISUM"FAM.= S 4 (125 SO,IN.FREE AREA)-SUN. _ 12 20 SO.IN.EA. ® 4 12 ATTIC VENT REQUIREMENTS: 4 -1'-6•X5'-0• - STUCCO 0/2%8 �_ a ROOF PUN LEGEND ROOF PUN NOTES SHUTTERS W/2%4 SHUTTERS W/2%4 FOAM TRIM AT HEAD ROOF AREA "A• ROOF ARU"B / BLOCKS BEHIND-TYP. BLOCKS 1 ND-ttP. -TYP. w INDICATES 4 :12 SLOPE/DIRECTION 1.SEE GENERAL NOTES FOR ROOF NOTES. TOP_PUTE L97E TOP PUTS UNE US m (/ ATTIC AREA: 1586 SOFT. 88 SQ.Fi. -—-—-—'--- US INDICATES LOUVER DORMER VENT 2. OVERHANGS: AT EAVE CONDRIONS, PROVIDED: (USE 1/300-HIGH 6 LOW (USE 1/1.) $ W/REQUIRED INSECT SCREEN. (UNLESS NOT"OTHERWISE)) 1/3 REWIRED AT UPPER -0 Q �AT RAKE CONDITIQNS 1/3 OF ROOF AT UNL NOT"OTHERWISSEE)) CABLE VENT(S) SQ.IN. Q.IN. STUCCO 3. SEE DETAIL 1 D1 FOR FAVE BLACK PROVIDED: ( GABLE VENT(S) ( GABLE VENT(S) i --- FOAM TRIVAT%JAMB m VENT LOWER AT SO.IN.) AT SQ.IN.) TEMP.I - ,I UJ 4.PER C.B.C.SEC.1505.3-PROVIDE A NEf FREE DORMER VENT(S). 500 SQJN. SQ.IN. •® GL PROVIDED: HIGH) (4 DORMER VENT(S) ( DORMER VENTS) ®m m� VENTILATING AREA OF NOT LESS THAN 1 30D OF STUCCO 0 2X4 // AT 125 SO.IN.) AT SQ,IN.) THE AREA OF THE SPACE VENITUTED,PkOVIDED ITRI�AT SILL W AT LEASE 50 PERCENT OF THE REQUIRED VENR- UPPER PROVIDED: 500 SQ.IN. SQ.IN. LATING AREA IS PROVIDED BY VENTILATORS UPPER REQUIRED: 381 S0.IN. SQ.IN. �_� STUCCO 0 2%12 LOCATED IN THE UPPER PORTION OF THE SPACE CONTROL -� CONTROL / CONTROL c TO BE VENTILATED(AT L�Sf 3 FEET ABOVE JOINT-ttP. JOINT-TYP. FOAM BAND JOINT-Ttt+. 2� c SAVE VENT(S). SQ.IN. SQJN. 2ND FLOOR UNE 2ND FLOOR UNE EAVE OR CORNICE VENTS PROVIDED:(LOW) 0 EAVE VENT(S) EAVE VENT(S) -—-—- _-- - - —-—- -—-—- OD O AT 20 SQ.IN.) AT 20 5q.IN.) TOP PlA7E UNE TOP PLATE U-NEB{. ALTERNATE VENTS). SQ.IN. SQ.IN. _ _ _—_ ___ _—_—_—_—_ _—_—_ _ Cr ' PROVIDED.(LOW) ALT.vENT(s) ALT.VENTS) Z >_ AT SQ.IN.) AT SQ.IN.) i J LOWER PROVIDED: 400 SQ.IN. SQ.IN. TYP. --•h, Q N C LOWER REQUIRED: 381 SQ.IN. SO.IN. O LQ TOTAL PROVIDED: 900 SO.IN. 100 SQJAL •i qi i V Z LL TOTAL REQUIRED: 762 SQJN. 83 SQ.IN. ttP. �I W �t U _j ROOF PLAN SCALE: 1/8" = 1°-o m� — — CC z 1ST FLOOR NE 1ST FLWR UN *E G.I SR1000 SCREED-TYP. 1'-6'%5'-O' W oDT's 0EWI�No XTYP. LEFT � 'LOW PROFILE'CONC.THE _ �� O O ROOF'EAGLE'I,C.8.0. 4880 Cuss•A". FELT 0/ ARCHED STUCCO SOFFIT cr ROOF SHEATHING W/-2"RECESS Q w 12 / DECO.FOAM PIPE q 4 FOAM TRIM AT HEM 1 12 BLOS5C••K%%Sgg BpEND-TYP 4 BARGE BD.-TYP. 1 C Q 72 CD �HI1fTERS W 2%4 12 —BAR2X8 WOOD FASCIA AND v U L 12 12 -TYR 2XB WOOD FASCIA AND 4 4 STUCCO 0 1%4 \ -ARCHED STUCCO SOFFIT LL 4� - 4 BARGE BD.-TYP. FCAM TRI�-TYP. W/-4•RECESS O L.L.( TOP PLATE UNE TOP PLATE LINE TOP PLATE UNE ___ TOP 4 BOTT. —_—_— —_ TOP PLATE UNE, 11 -- ----_- — 13 -- - j---- O F'�W FASCIA��- —_— AT HEADER c Z Cp W/STUCCO 0/-7YP. --- -—-—- -2 v 77�55••��55 a , z /� L� SHUf1ER5 W/2X4 STUCCO-TYP. CD R p J � BLOCKS BEHIND-7YP 2 2' +0" ' _ SHUTTERS W/2Xa W r II TEMP,, •i STUCCO 0/1X4 ,i b C �• ®. i BLOCKS BEF#ND-1YP. W z Z w FOAM TRI -TYP. bi ® i 3 TYP. p +o• to p O Y W _j U Z STUCCO Q�2X4 U) _ o w�sCDwwm FHOAA1 T 5 + v/ Q FONA TB AT SILL CD-- W/STUCCO 0/ CD CONTROL CONTROL -TYR G.I.WALL FLASHING-TYR 12 _ 12 /T JOINT-IYP. JOINT-TYP. 4 ,_3• 4,_2• 4•_2• 2ND FLOOR LINE 2ND FLOOR UNE _ 2ND FLOOR U_NE _ _ 2ND FLOOR TOP PULE UNE _—_ _TOP PLATE LINE TOP PLATE_LINE ___ ® _ _ —_ —_—_—_ —_—_ -—_—_ _—_—_ STUCCO 0/2X12 Z-_—_— TOP PUTS UNE FOAA1 8.4ND TP. � Ton" wrv°c p".v" venpRoL°.ne _—_ _— —_—_—_ _—_ _—_ _— _ _—_—_—_ -STUCCO 0/2X7 AT H -- -_.._._ _ - - CD WS�BPAINTFDAM CORBELS FOAM BV! TYR STUCCO 0/1X4 0/7X8- i AWRESS UGHf "2`mmai 5 9 FOAM TRINM-TYP. 1 CD / PROJECT MANAGER CD 18 sTUCCo o/1X4 1 FG Ts.I F SD, •i 6 lEA1P. O p� •� (A WINDOMW) TYP. •i C 2 •�I DESIGNER CD m w STUCCO O/12•SQ._ m STUCCO-TYP. S D. eox coL.-1YP. ��� 5-21T 04 �__T L ��L--J -STUCCO / O CD \/ D 16'X7'SECT.GAR.DR. 1ST FLOOR 8 2X FURRING•- P. Z JOB N CONTROL I\ /I STUCCO OVER FLAT --' CONC.CURB UNE-j JOINT-TP. I /\ I 2X FURRING-TYP. .� D4_0•.� Sr FLOOR UNE ___ I/ \I 1ST FLOOR Lx1E 15f FLOOR UNE _ —_- ----- - -_. (tI1I�Jc� SHEET ._.CONC.STOOP CD REAR UNDITDLOCA11ON WOO RA4JNG-ENsER FOAM TRI� %ttP. FRONT RC- 3.5 EXTERIOR ELEVATIONS FINISH GRADE VARIES,SEE CIVIL ENGINEERS NOTE:REFER TO P M1'A"FOR SCALE: 1/4" = 1'-0 71 SHEET: OF, PLANS FOR FINAL GRADE AND SITE DRAINAGE ADDTDONAL NOTES AND DIMENSIONS CAD FILE:2579A5 o T 0 12 12 0 PROVIDE(20 11/2'z16"G.I. 4i—.— �..... -�a -4+ ------- SCREENED&VE VENTS N Q� 1ATTIC --__ -'_- '� t@Q --==-- C SCREEN AREA RpINupTE LpCq�� / i i SU�CIFU�RML PUNS 12 _ _ 12 STUCCO 0 SURROUND + � N "V 20 4F SHHiTER50W�2%4 4 -IYP. V (4 24'%12'G,I ETAL HALF ROyyNND DORMER i BLOCKS BEHIND-ttP. LOUVER VEM W�BUG SCREEN(XfX)RROSION- I 'I -— RCESISfM7f WIRE MESH OPEN'C UOF 1/4' I I TOP PLATE LINE_—_—_—_—,_ AT P U U r (125 SO,IN.FREERAREA)V• i I O � Q -- ROOF AREA"A" BELOW it SLOPE-4.12 .N it '11h i 15B6OUT. � I; 21 � V •9 I I ® � ca 0 D o m o El o 2 cD cn - Z a iI CONTROL CONTROL co Q CL ^� C i D9 i JOINT-TYP. JOINT-TYP. 2ND FLOO�t UNE CV V ].., Lu CD LINE OF OF WALL BELOW 2ND,FLOOR LANE —_ _ -_—_—_ c it SHOWN DASHED —_- _ _ _ __ - - ----- - _—_ - —_ TOP PLATE UNE_—_ _ � _✓� TOP PUTS UN � o � T CONC.TILE ® STUCCO 04 2%12 ROOF'EAGLE-I.C.&O.9 ER-4600 F. �- I CUSS A"T%30#FELT0/ MkUBLOC PANEL LOCATION I� I ROOF SHUT LNG _______ ____ __ _ __ __VERIFY W/PLUMBING DRAWING________._____ _ u _-_-_ I' 10 it q d 8 CID i -� _ VERIFY M •m LOCA PROVIDE 22 PROVIDE 2Y%30"VENTILATION CUT-OUT'X30"VENTILATION CUT-OUT I y� J UTIUIY�WM ANIES FY I IN ROOF SHEATHING BELOW FRAMING IN ROOF SHEATHING BELOW FRAMING FOR ATTIC ACCESS AND ATTIC VENTILATION li � IJ I FOR ATTIC ACCESS AND ATTIC VEMIUTION BELOW CD I------- 1ST FLOOR k r VIIJ, •� 1ST FL0OO UNE 12 I I 4'-2, --___ -- CONO CURB UNE - FFIT SLOPE AREA'B' BELOW VERIFY FENCE LOCATION PE-412 SEE LANDSCAPE DRAWING —CONC.STOOP 5�(C SELEV. RIGHT 14'XB'COMBUSTION AIR VENTS m ( ryL p TOP AND BOTTOM OCREENE65�VE1/2"6 G.I. �pUVER VENT W BUG SCROEEN(GORROSION- g �O�POR�CNHpTEAR�EpAC�VTEK1� RESISFATQ WNRE MESH OPEN'G bF 1/41 122 CD w/UQERpC ARML PLANS (125 Q C @ J-0M245.OR EQUN. A55 _ (125 SQ.IN.FREE AREA)-ttP. ® ® 4 20 12 Z Y 12 1'-8'%5'-0' —l4 6 ATTIC VENT REQUIREMENTS: 4i— SHUTTERS W/2%4 SHUTTERS W/2X4 CA f ROOF PUN LEGEND ROOF PUN NOTES ROOF AREA 'A ROOF AREA'B' BLOCKS BEHIND-TYP. BLOCKS BEtHHIIND-TYP. TOp_PIL _UNE > —7 INDICATES 4 :12 SLOPE/DIRECTION 1.SEE GENERAL NOTES FOR ROOF NOTES. ATTIC AREA 1588 SOFT. ( / 6fi SOFT. TOP PLATE LINE _ -—" —--`---- � INgICATES LOUVER DORMER VENT 2. OVERHANGS: AT 76WNO� E S. PROVIDED: REQUIRED AT UPPER SO%E AFAIU RED AT UPPER ®O HIGH&LOW a W REQUIRED INSECT SCREEN. AT RAKE CONORI NS 1/3 OF ROOF AREA) 1/3 OF ROOF AREA) © ! .—�_ ® ■ STUCCO 0/2X4 0 NOTED OTHERWISE) MM CABLE VENT(5) SO.IN. Sq.IN. C� FOAM TRI SURROUND 3. SEE DETAIL 1 D1 FOR LAVE BLOCK PROVIDED: (( GABLE VENT(S) ( GABLE VENf(S) P, VENT LOWER AT SO.IN AT SO.IN.) G y, I DORMER VENTS). SQ.IN. SQ.IN. ,w ® T 4.PER C.B.C.SRO 1OF N -PROVIDE A NET FREE ® o VENTILATING AREA OF NOT LESS THAN 1/300 OF PROVIDED:(HIGH) 4 DORMER VENTS) ( DORMER VENTS) THE ARU OF THE SPACE VENTILATED,PROVIDED T 125 S0.IN.) AT SQ.IN AT LEAST 50 PERCENT OF THE REQUIRED VENTI- UPPER PROVIDED: 500 SO.IN. SQ.IN. Z W UTING AREA IS PROVIDED BY VENTILATORS UPPER REOUIRm: 381 SQ.IN. SQ.IN. CONTROL Air CONTROL JOINT-TYP. _I— — ___ 2ND FLOOR ILINE O O LOCATED IN THE UPPER PORTION OF THE SPACE JOINT-TYP. TO BE VENTILATED VENTS) LEASE 3 FEET ABOVE LAVE VENT(S) SQ.IN. SQ.IN. 2ND FLOOR UNE I TOP PLATE UNE O LAVE OR CORNICE VENTS) PROVIDED:(LOW) 0 LAVE VENTS) LAVE SS) -—-—- - AT 20 SQ.IN.J) AT 20 SQ.IN.) TOP PLATE LINE .__ - -—- ALTERNATE VENT(S). SQ.IN. SQ IN _ - —- - - z �- PROVIDED:(LOW) ALT.YENT(S) ALT.VENf(S) `STUCCO FOAM BAR 2%1T2 J AT SO.IN.) AT SQ.IN.) IT ® ® �( CV LOWER PROVIDED: 400 SO,IN. SO•IN. � ! STUCCO 0/2X6 U LOWER REQUIRED: 3B1 SQ.IN. SO.IN. M o a TOTAL PROVIDED: 900 SO.IN. 100 SQ.IN. i •� Z � TOTAL REQUIRED: 762 SOJN. 63 SQ.IN. br m m W ROOF PLAN SCALE: 1/8" = 1r-0" a z �� 1ST FLOOR UNE � (n iSTFL00RUNE ____ _ _ _ _ _ _ _—_—_ _ __ _ _ _—_ _-�_ — XS'-0' C.I STUCCO SCREED-TYP. RC KS BEHrND T P. LEFT FLAT CONC.TILE O O ROOF'EAGLE"I.C.B.O.If 4660CLASS'A' Q ROOF SHEATHING 300 FELT 0/ ui12 > u 12 12 ` � 4� 4� 4 12 4 AMTRE�ATXHEAO 2X8 WOOD FASCIA AND 12 12 4� -�4 --2X8BAR WOOD-TYP AND W O 12 I BARGE BD.F TYP. 4� �4 BARGE BD.F TYP. W TOP PLATE UNE _— —_ TOP PIATE_LIN� .TOP PLATE LINE. _—_ _—_-roP PLATE UNE / O II' FOAM O 0 TRIM ATXHEAD z Z X SHUTTERS_W[2X4 ' BLOCKS ND-TYP, 1'-B'X5'-0" W �. 13 J gg{{UI .W 2X4 SHUTTERS W/2X4 Z BLOCKS�ND-TYP. 14 ® i r BLOCKS BEHINO-ttP. W Z p Y J a GL 14® b a0 -'— STUCCO POTSHELF 18 STUCCO 0/2X4 6X12X24 FOAM CORBEL CD CD O W m U) J U Z FOAM TRIM AT SILL W/PAINT-TYP. CONTROL CONiNOL -IV. �' 12 ". ,°°„„� JOINT-TYP, JOINT-ttP. STUCCO POTSHELF 4 10 EQ. E0. E0. 10' G.I.WALL PUSHING-ttP. i— 4 ttP. 2ND FLO LI SNCCO 0 2X12 2ND FLOOR UNE 2ND F1OOR UNE 2ND F OR UNE - —- -— -—-—- L FOAM BAN -ttP.6 ,xo,� er�orE��"og„ TOP PULE UNE _ _ .—_ _ _..____-_..—_—_—__—_—_—_ __—_—__..- 10P PLATE __ —_ —_ _ _ .._. TOP PLATE UNE TOP PULE UNE-__. — FOAM CORBELX1YP. xg°nnRD r>��'11R�.zc„2�'{.,Rn Ak UNE o�t!"r..eexw nb STUCCO O/6X12X18 � ring„ ,uw� STUCCO 0/2X6 --�- "ux""'G* �A` - AA1l STUCCO O 2XI2 FOAM TRI -TYP. '�-- .r°°a°n.rr��xa�w.»nnx.eee FRAM BANG-TYP. ®�T�I IiL�JHI --�—ADDRESS LIGHT LIGHT LJ ED���� T,,--,- 4 '�__ STUCC 2 PROJECT sTuccO o�1xa -- MI ED IL�LJJ!IIIL�--I, ' FOAM TRI -TYP. ,w bn GL AROUND rnNDow •� 4 L; DESIGNER i P. •� '� r) C�-� Iu'L'=-J�'—_J -TTTT STUCCO-TSP.. M SD. ^�� j�I IIrr � J DATE T--71 12"STUCCO COL W STUCCO 0 l 00 ED=MCI IUII� i SRIC -JOB NO, \ / px 7p/ / I &tl E C�P, JOB NO, I \/ I 0/4 BRICK�VENEER COL BASE ! il.: u u 1'' 1ST FL & 1 04-03 L.FLOOR UNE /\ W - - _ CONC.CURB LANE I/ \I 15f FLOOR UNE /BRICK VENEER CAP-ttP. 1ST FLOOR LINE � - p p i)ID4 Q SHEET 16'%7'SECT.GAR.DR. REAR NIT I OCACI WOOD RAILING Q�,X4 FRONT_... CONC.STOOP UNIT I OCAlION TYP. FOAM TRI R C— 3.6 EXTERIOR ELEVATIONS FlNISH OPME VAPoES,SEE CML ENGINEERS NOTE REFER TO PAN FOR SCALE: 1�4" = 1 PUNS FOR FlNs1 CRADE AND SffE DRAINAGE ADDITIONAL NOTES M1D DIMENSIONS SHEET: OF: CAD FILE:2579A(6l 0 0 0 12 0 (gg�� 1� , 12 ai �' SCWENEEDIEAVE VENiS18"C.I. ® �4 (,/) OQ ATTIC�N pATRFEAL Cve I c I Cw/°SfRL1cTU AL° PIANs _ N 4 0.55UMED FAM._ 0 _ 20 SO,IN.EA. W'/ -_- V 424'%12"C.I METAL HALF RO{1ND DORMER II ',`u, BLO KSR BEHINDXTTYP. _ TOP PLATE LANE VENT W/BUG SCREEN CORROSION- I I TOP PLATE WEHEADER o RESISTANT WIRE MESH OPEN'G F 1/4� - '`---'- - V r 'C B J"-DM24S.OR EOUW. I I AT (125 S0.IN.FREE AREA 0 ROOF MEA'A' BELOW 0 N ' SLOPE-4:12 met SOP.I I I i TEMP. (a I D C11 CDco 0 wl li _ _ CONTROL a CONTROL _ ml 04 E 9 F BELOW FLOOR LE JOINT TYP. JOINT-TYP. 2ND-_-_LI 04 CD ON W D LINE TOP_p E J1N E -0 TOP ATE_UNE _-_-_-_ X O % STUCCO O/2X72 T GONG.TILE '_1 FOAM BANTYP I H� ROOF'EAGLE'I.C.B.O. 4860 I I CLASS'A'0/301 FELT 0/ - 1 I ROOF SHEATHING VERIFY IABLOC PANEL NG GRAN _______ _ ___ _ _ VERIFY W/PLUMBING DRAWING 4 I II I! 10 - VERIFY El R I CD I •I ` I - LOCATIONS WITH ¢� UIIUtt COMPANIES PROVIDE 22'K30"VENTILATION CUT-OUT I r ! `O- l i I PROVIDE 22X30'VENTILATION CUT-OUT IN ROOF SHEATHING BELOW FRAMING WI I--= -- J I IN ROOF SHEATHING BELOW FRAMING RW B LINE _l __ _ - 8 --- - - 1ST FL00 LINE FOR ATTIC ACCESS AND ATTIC VENTILATION I @g FOR ATTIC ACCESS AND ATTIC VENTILATION 4 IST VERIFY -ttP. I _ _ SEUCCCpp SOFFIT L ROOF AREA'B' BELOW SEE LANDSCAPE DRAWINGSfOMB > SEE IXf.ELEV. SLOB 2 _ RIGHT VERIFY FENCE LOCATION 74'%8'COMBUSTION AIR VENTS TOP AND BOTTOM PROVIDE�51 1 1 2'xt6'G.I. 2C%12'G.I METAL HALF ROLMp DORMER SCREENE SAVE LOWER VENT W/BUG SCREEN(CORROSION- g COppPpD�R�CNHp7EARLEpACp�� RESISTANT WIRE MESH 0. DOFF 1/4' 12 D r/US1JREpC ARNL PTIL%s (25 S0..TIN.FREE ARE1)�N ® �4 P SIM. 20 SO.IN.EA. 4 Z Y bb ATOC VENT REQUIREMENTS: SHUTTERS W/2X4 SHUTTERS W/2%4 5; w Ct ROOF PLAN LEGEND ROOF PLAN NOTES ROOF AREA 'A' ROOF AREA"8' -- BLOCKS BEHIND-TYP. -_-_ BLOCKS BEHIND-ttP. TOP PLATE UNE -� INDICATES 4 :12 SLOPE/DIRECTION 1. SEE GENERAL NOTES FOR ROOF NOTES. ATTIC AREA 1588 SO.Fr. B6 SQ.FT. TOP PLATE UNE UJ 2. OVERHANGS: AT SAVE CONDRIONS, PROVIDED: (USE 1 3UOIO HIGH 4 LOW (USE 1/150) F g IN ICATES LOUVER DORMER VENT LES NOTED E CONDI 1/3 REQUIRED AT UPPER m W W/D REQUIRED INSECT SCREEN. O �2___AT RAKE CORD S 1/3 OF RODE AREA) -(ONLESS NOTED OTHERWISE) GABLE VENT(S) SO.W. SQ.IN. 3. SEE DETAIL 1//D1 FOR EAVE BLOCK PROVIDED: (( GABLE VENTS) ( GABLE VENT(S) VENT LOWER 4EN15 AT 50.INJ AT SQ.IN.) 4.PER U.B.C.SEC.7505.3-PROVIDE A NET FREE DORMER VENT(S). 500 SO.IN. SQ.IN. ap _q _ VENTILATING AREA OF NOT LESS THAN 1//300 OF PR01MDE0:(HIGH) (4 DORMER VEM(S) (( DORMER VENTS) ® F W THE AREA OF THE SPACE VENTILATED,PROVIDED T 125 Sq.IN.) AT SQ.IN.) AT LEAST 50 PERCENT OF THE REQUIRED VENTI- UPPER PROVIDED: 500 SO.IN. SQ.IN. LATING AREA IS PROVIDED BY VENTILATORS UPPER REQUIRED: 381 SQ.IN. -SQ.IN. CONTROL i, L LOCATED IN THE UPPER PORTION OF THE SPACE JOINT-TYP. JO OTYP. "'% __2ND FLOOR_LINE O Q TO BE VENTILATED(AT LEAST 3 FEET ABOVE EAVE VENf(S) 400 S4•IN. Sp,IN. 2ND FLOOR UNE - --- % OD EAVE OR CORNICE VENTS) ----- --_ --- Ir ._ TOP PLATE UNE }' PROVIDED:(LDW) 0 FAVE VENT S) VE VENT S) - ti T 20 S0.IN. T 20 SQ.IN. TOP PLATE LINE - - - ALTERNATE VEHT(S). SQ.IN. SQ.IN. - - - -_- _-_ __ - _ ---_ _ STUCCO 0/SHAPED 2%B Z Lo > . - PROVIDED:(LOW) pLT,VENTS) ALT.VENf(5) FOAM BPNb 2%1,�. FO,AM,PTR AT HEAD 2ay �2X8 TPoN Q N J AT Sq.IN.) T SQ.IN -A cc LOWER PROVIDED: 400 SQ.IN. SO.IN. > LOWER REQUIRED: 381 SO.IN. SO.IN. 7'-6'%5'-0'���\ U 0 Q SHUTTERS W/2%4 TOTAL PROVIDED: 900 SO.IN. too Sp.IN. BLOCKS BEHIND-TYP. "I Z TOTAL REQUIRED: 762 SQ.IN. 83 V SO.IN. "� // tc q'i STUCCO W AT SILL 2X4 WTTRIMM-ttP. _ of Q 1 -O" - I, Z SCALE: 1/8" ROOF PLAN — — -- — — — — — — — —UN W cn 1ST FLOOR E --FLAT caec.nil G.1 STUCCO SCREED-TYP. LEFT „ � -- ROOF'EAGLE'I.C.B.O.3 4060 CLASS"A"O/30+FELT 0/ 4%6 OUTIDOK10i CD O O 12 12 ROOF SHEATHING W 2X4 KICKER p - 74 HARDIPANEL-8"VERTICAL SIDING =__. W/2%B BACK BD:IYP. Q U� Y//2X3 TRIM W/G.I.FLSH'G HARDIPANEL-8"VERTCAL SIDING 17 U W (�.) 12 12 12 Y!/2)X3 TRIM W/G.I.FLASH'G CD W C Q 412 12� STUCCO 0/SHAPED 2X6 2X8 WOOD FASCIA AND- -- 4 I4 4 CTI'P L 4 FOAM TRIM AT HEAD BARGE BD.-TYP. TYP 2X8 WOOD FASCIA AND O.W 1YP. 1'-8 0 �` _ 1 TOP PUTS UNE BARGE BD.-TYP. O T TOP PLATE LINE_-_ _TOP-PLATE LINES .TOP PLATE _-__ �'�` •i 2X4 SHAPED TRIM AT WAGER AT HFADE�kl2�"!�O A TRV 2X T6 SHAPED Z c W/G.I.FLASHING AT HEAD - (n X LW SHUTTERS 2X4 TRIM a w Wj.._ o SHUTTERS HI 2X4 AT JAMB-TYP. 14 SHIITIERS W/2%4 BLOCKS BEHIND-TYP. !' ® FLAT 2X3 0 2%4 _ yy,, ® I BLOCKS BEHIND-TYP. O Y Z Q TGEMP. "1 TRIM AT SILL D wl W ,J 18 U J Uz IL ® � " -1YP. '8m; _ SR1CC0 POTSHELF CD STUCCO 0 FLAT 2X3 HARW-'SHINGLESIO'G' 0/2X4 F�TRIM �� IYP. CONTROL CONTROL AT SILL-ttP. G.I.WALL FLASHING-ttP. - - III 4 I - 2" 71' 3'-0' 3'-0' 3'-0' 1' STUCCO 0 2X12 /0) JOINT-ttP. JOINT-1YP. STUCCO PO15HElF - - - _OR!UNE galo-ttP. -" v.vgaea°a oec)ae av'a`o"ve°a°r." 2ND FLOOR LINE 2NO FLOOR UN _ _ _ - - - �� � '"�Fa`on�M.„„L.°"„'A.e°te°"n°o'.°"i"a"*,'e. 2ND FLOOR LINE ------- --- ---` TOP PLATE LINE _-_-_-_ TOP PLATE LINE, HARDIPANEL-8"VERTICAL SIDING TOP PLATE LINE _ L_ _ _ _-_-_ _-_ _- - _-_ _�,_STUCCO 0/10XBX1B ;��*,moe".'�si1`•"°* .w11 1.E2E'A off+Rwo TOP PLATE LINE_-_ --_ _-_ _-__-_ _-_-_- -_ _-_- _ W/2X6 TRIM W/G.I.FUSH'G _-_ __ _ { __ FOAM CORBEL-TP. /� T °iz°w:"�""""ea. 'ttP. STUCCO 0/2%8 SHAPED ADDRESS LIGHT t V Imo v�i�""F`o".$c." BXP"a FOAM TRIM AT WINDOW ��'-{j{�=y� __.__. �� 2" -q I I1_�LJ L.J 2, � �� ��� �, �-, SHAPED FOAL1iRIM PROJECT MANAGER ! STUCCO 0/1X4 � - j 0 Lam''�" � J -' `-' 'i'I STUCCO-TYP. DESIGNER FFORAIMC TRIL�/AT JAMB '-Q�}-� I ��'' ''�I (� "q TEMP. to �, /2X4 FbAM�TRIN 3 •p '�' -2• -4 I_ - 0 El El 0 ILJI ��1 -�'�Y�' `. + DATE �- AT SILL AT WINDOW _ STUCCO STONE VENEER W/STUCCO O/3z4 5-21-04 _ II'I��I - Irn�`��I� ��� ;W�� i TAPERED STUCCD GO' w STUCW / o _ _ ©lug IL✓I !LEI �' �! Z JOB 03 / 2X FOAM TRIM AT TOP�BO1T.oP , I zr! 1ST FLOOR a: 04-03JOOINNT-TTYP. ICD 22}STUCCO STONE VENEER COL BASE tv - I T�i�'�� CONC.CURB UNE1ST RDOR UNE W/STUCCO 0/3X4 W'D TITIM-7YP. 1STFLOOR UNE _-- _ _ _ - !T- _ _-__-_ La i 3HEET FLOOR UNE t o�-+ CONDENSER WOOD RAILING STUCCO 0/1X4 18'XT SECT.GAR.OR. I I \.... CONC.STOOP REAR LINT LOCATION -ttP. FOAM TRM O JAMB FRONT RC- 3.7 EXTERIOR ELEVATIONS FINISH GRADE VARIES SEE CMS ENGINE NOTE;REFER TO PLAN'A'FOR SCALE: 1/4" = 1 PLANS FOR FINAL GRADE AND SITE DPAINAGE ADDITIONAL NOTES AND DIMENSIONS SHEET: OF: CAD FILE:2579A7 0 0 r o r--- ---0 PROVIDE f197 1 1 2'x16"G.I. 12 4� 12 •a+ 0 ATTIC E FAVE --_---_— ' -_---__-- o ATTIC AREA a I a ss4" °is 20 MED FAM.= 12 N 1'-UTTER-0' Q O "U 2E G.IW u AD PoORMER 4� SHUTTERSW NT /B BLOCKS BND-T P Cq 214 Q SCR TOP PLATE LINE RESISTANT WIRE MESH OPEN F NTOP PLATE LINE__—_ _ _—_ _ _—__ —__ _—_—__ _ _ _—_—_—_—_—_—_ ________ - V r Q (1&JT-pN.F E REA) I I 7� / c_-...._____ AT HEADER (125 50.IN.FREE AREA) / /- BELOW II iI SLOPE-4.12 / \ •�_ _am SaR. 0 I DCD UA d OL 3 _ \FOAM flWU 3X1TYP. JOINT-TYP.OSCONTROL 'w��. 2ND LINE CV U I.L� DCD LINE OF OF WALL BELOW 2ND FLOOR LINE - - — SHOWN DASHED TOP PLATE LINE _ _—_ _ _ t _—_—_ 'A —___ _ _—_—_ _ _ TOP PUTS LINE O -� / C 'LOW PROFILF'CONC.TILE / F CBAN -TY ® F�0 0/2x1TY (d R�' I ROOF'EAGLE•I.C.B.O.#ER-4660 _ �. U BAPfi T = I I CLASS'A'0/300 FELT 0/ - MANABLOC PANEL LOCATION i ROOF SHEATHING _ _ -_-,„ VERIFY W/PLUMBING DRAWING I; ` __ _- VERLACATIONS IITH _____ ____ _______ _ ___ __ _ __ ----------------------------------------- 4 _ I' I I A� METE R CD I '� •I V► PROVIDE 22X30'VENTILATION CUT-OUT -y�y j PROVIDE 22X30"VENTILATION CUf-OUT - UIILDY COM ANIES 44' +0• W IN ROOF SHEATHING BELOW FRAMING VENTIL :U------- 4-- = ---�I IN ROOF SHEATHING AND AT FRAMING 1ST FLOOR& FOR ATTIC ACCESS AND ATTIC VENTILATION I� L FOR ATTIC ACCESS ANO ATTIC VENTIATION BELOW 5 I _ _ 8 CD _-- CONIC.CURB UNE — ® _ _ _15f FLOOR LBJE STUCCO SOFFIT ROOF AREA"B" BELOW \VERIFY FENCE LOCATION ----����kkkk SEE EXT.ELF/. 8 SLOPE-4:12 a SEE LANDSCAPE DRAWING CONIC.STOOP RIGHT W 90.PF. CD -14'X8'COMBUSTION AIR VENTS m PROVIDE(51 1 1/2'z16'G.I. 24'X12'G.I METAL HALF ROUNpp DORMER TOP AND BOTTOM SCREENED EAVE TUTS COINER VENT W/BUG SCREEN(CORROSION- 2 C0 PP�ODRIONH AREA LOCA7gN RESISTAN]WIRE A6H OPEN'G bbF 1/4� 12 CD w/US EUDC ARML PUNS A('25 C&J-DM245;IXt EQUN. �4 SIM. 20 50.IN.EA 125 Sq.IN. FREE ARU -TYP. 12 4 Ca TU Z Y � ATTIC VENT REQUIREMENTS: /-1'-e•X5'-O' 1'-8�(5'-0• 8 FWM/TRM ATE 0/ a ROOF PLAN LEGEND ROOF PLAN NOTES / SHUTTERS W/2X4 SHUTTERS V 2X4 - H�-TYP, cn ROOF AREA "A' ROOF AREA"B' / BLOCKS BETfIND-TYP. BLOCKS BE IND-TYP. TOP PLATE UNE > INDICATES 4 :12 SLOPE/DIRECTION 1. SEE GENERAL NOTES FOR ROOF NOTES. TOP PLATE LANE _ —_—_ -- -- ----—-—- -—-- ----—-—-—----_ -—- -—-—-— ATTIC AREA: 1586 SQ.Ff. 86 SQ.Ff. _ ____ _ _____ 2. OVERHANGS: AT EAVE CONDITIONS, PROVIDED: USE 1 300-HIGH&LOW (USE 1/150) -* W/ ir REQUIRED LOUVER DORMER VENT -L S NOTED OTHERWISE? OR R OUIRED AT UPPER W/REQUIRED INSECT SCREEN. AT RAKE CONDITIONS i 3 OF ROOF AREA ' UNLESS NOTED OTHERWISE) " TEMP. " _ o. " ❑ O SR1000 0 2%4 / ) GABLE VENT(S) SQ.IN. —SQ.N. GL FOAM TRI�AT 3. SEE DETAIL 1/01 FOR EAVE BLACK PROVIDED: ( GABLE VENTS) (( GABLE VENT(5) VENT LOWER VENTS AT SQ.INJ AT SQ.IN.) JAMB&SILL-TYR •� 4.PER U.S. SEC.7505.3-PROVIDE A NET FREE DORMER VENT(S). 500 SQ.IN. SQ.IN. •a' ® 4' VENTILATING AREA OF NOT LESS THAN 1/300 OF PROVIDED:(HIGH) (4 DORMER VENT(S) ( DORMER VENT(5) AT 125 SQ.IN.) AT so.IN.) THE AST OF THE SPACE VENTILATED,PROVIDED Cl) AT LEAST 50 PERCENT OF THE REWIRED VFNTI- UPPER PROVIDED: 500 SO.IN. SQ.IN. a NTROL li NG AREA IS PROVIDED BY VENTILATORS un u LOCATED IN THE UPPER PORTION OF THE SPACE UPPER REQUIRED. 381 SQ.IN. SO.IN. CONTROL JDINT TYP O C = JOINT-ttP. L TO BE VENTILATED(AT LEAST 3 FEET ABOVE 2ND FLOOR ULE EAVE OR CORNICE VENTS) EAVE VENT(S). 400 SQ.IN. 1 DO SQJN. 2ND FLOOR LINE _ --- -—---—- DO O PROVIDED:(LOW) 0 EAVE VENTS) SAVE VEM(r5) _ _ TOP PLATE IJNE �. AT 20 SQ.IN.)) AT 20 SQ.IN. TOP PLATE LINE A ti } ALTERNATE VENT(S). SQJN. SQ.IN. ' J PROVIDED:(L0W) ALT.VENT(5) ALT.VENTS) �-STUCCO 0//2X12 1 STUCCO 0 3X8 z AT SQ.IN.) AT 54.IN.) FOAM BAN b-TYP. I. - 4' - FOAIA 1RI�-TYP. < N J LOWER PROVIDED: 400 SQ.IN. SO.IN. m LOWER REWIRED: 331 SQ.IN. SQ.IN. • (� O Q TOTAL PROVIDED: 900 SQ.IN. too SOX '� � _ •� Z LL• �0 TOTAL REQUIRED: 762 SOJN. 83 SQ.IN. ao TI W I •i �1 Q � J ROOF PLAN SCALE: 1/8" = 1'-0" ~ a z 1sr FLOOR LANE � - 1ST FLOOR uwE -- --- -- __ ------- -- - ---- —'�.-- ------ � H (A 'LOW PROFILE"CONIC.11LE G.I STUCCO SCREED-TYP. \\\ SHUTTERS W 2X4 1-8' �•/�• BLOCKS BEND-TYP. V/ ROOF'EAGLE'I.C.BA./ER-4660 LEFT z CLASS'A'0/30P FELT 0/ ( 1 O O ROOF SHEATHING 8'x12'G.I.METAL GABLE LOUVER VENT \ i 'y^/ ® W/BUG SCREEN(CORROSION-RESISTANT -"< Q " — RE MESH OPEN' OF 1/4') \ U W 12 12 'C&J'-LV1418 OR EWN.(48 SQ.IN.FREE AREA) 12 12 \\ 1•�•X5•_0• r Q 4 STUCCO O/FLAT 2X3 0/ 4 \ /BLOCKS BEFNDXIYP. 12 12 a� 12 12 2X6 FOAM TRIM AT 2X8 W000 4 y_ / � -T WOOD FASCIA O 4� �4 HEAD-TYP. BARGE BD.-TYP. / / 4 4 -TYP. cc cc TOP PLATE LINE TOP PLATE LINE E LINE TOP PU7E LANE -— _—_—_ _— _—- - -—___ _ _—_—_ _ - - ----------------- _______ _____________ ___ STUCCO 0/FLAT 2X3 0/ AT HEADER --- --------- ------ _ SfUCfA OF&FLAT 2X4 Z —_— ____ 2EL X6 FOAM TRIM AT \ _ - __ - p73X6 TRIM z x C 1 HEAD -ttP. ® l SHUTTER-0' SHUTTER-0' _ SHUTTERS W/2X4 BLOTTERS W_/2Xa ,_� 1 FWMOOOTR°IA ATJ4N� W 0 BLOCKS BEHIND-TYP. BLOCKS BE ND-TYP. 14 III, ® '� W Z O Y WJ pl STUCCO 0 2X4 to is ® FOAM TRI�Ai SILL STUCCO POTSHELF Q Z CD cD S1UCC0 0 2X4 - e 0 12 _ FOAM TR�AT SILL C.I.WALL FLASHING-TYP. 12 STUCCO 0/FLAT 2X3 0/ _ JOINT-ttP. JOINT-TYP. STUCCO POTSHELF �I�/ _ _ / 2ND FLOOR LANE CONTROL CONTROL 2ND FLOOR LANE 2ND FLOOR LINT 4 J/_ \` 4 AT DOOR)AT TW. 6� - __ _ _ 8•_—_ 2N0 FlDO'LANE 1 84N6 3X12 TOP PLATE UNE_— _ TOP PULE LINE -TOP PLATE LINE -— - _ _ _ _ _ _ _—_—_ _—__—_—_ _—_ _—_—FOP PLATE LANE /�'� °IT" «��°"�, "ART eat^R —_ _—_ ___—_ _—_—_ _—_ _ -—_—_— _ _ - -__—_ _ Stucco 0/3X8 __..__ _ _ _ - _ _ STUCCO 0/2X12 SRICCO 0/12UM L 1°in� STUCCO 0/2X12 SHAPED FOAMCORBEL-7YP. A' "AV"�s�wo on:i PO�°�",i.xuiisa. FOAM BAPA-IYP. -ttP. - @ - `V mzoo. ADDRESS ucHr mm 21SNO6 COOAN0/T FL TgT2X3 0/ �.' Ili I STUCCO 0/FLAT 21 3 0/ PROJECT MANAGER HEAD(AT WINDOW) - - _ e 2� i�— 2X8 FOW 7PoM AT HEM II Sp. _ �I •� DESIGNER >rI TI •i LJ - �'I�I�II'I � TEMP. GL STUCCO STONE VENEER M SD. �— COLUMN-ttP. i` - _ STUCCOS+7YP. �,J DATE --� 5-21-04 --a sTUcco 0 2xa , \ / OB 0 CONTROL I FONA TwlfpT SIu i Z 04-03 _ JOINT-T/P. I \/ I i (AT WIND - _ _ 1ST FLOpt& i5f FLOOR UNE I/ \\I 15f FLOOR U I isf FlDOR UNE _ L i _ I ��I __ _—_ CONIC.CURB UNE ------ -- - -- - - - --- - - - - - - --- - - ---- — Yt�_ '�_ _ 1 Q SHEET -CONIC.STOOP UNR LOCATION 16'X7'SECT.CAR.DR. \� CONDENSER 17 WOOD RNLING \"STUCCO 0/2X4 FRONT � J REAR CO -TYR FOAM TRIM AT JAMB R C- 3.8 EXTERIOR ELEVATIONS FINISH GRADE VARIES,SEE CIVIL ENGINEERS NOTE REFER TO PLAN'A'FOR SCALE: )/¢• _ -O„ PLANS GFORRA FINAL GRADE CI SITE DRAINAGE ADT.1 REF NOTES AND A-FOR SHEET: OF, CAD FILE:2579AB LEGEND o 0 KITCHEN 1. TOE SPACE: 4' y 2. BASE CABINET: HEIGHT: 6' N c DEPTH: 4" V (V 3. UPPER CABINET: HEIGHT: 36" U T *GN.DlCl3'13TE DEPTH: 12'4. COUNTER TOP: GEReu_IC TILE O O 5. CABINET FINISH: STAIN GRADE cd •5® 6. BACKSPIASH: 8 � U •93 ,�1. TOE SPACE: N/A O `-2. 845E CABINET: HEN;HT: N/A N (� E 2000 DEPTH: N/A N WER, IL 3. UPPER CABINET: HEIGHT: (OPT.)38' HEARTH PLAN DEPTH: (OPT.)15' x O a PLAN 4. COUNTER TOP: N/A ® T C 5. CABINET FINISH: liucm Al 1. 845E CABINET: HEGHT: 36 "HFATILATOR'MODEL DEPTH: 4' GNDC33E-ANSI 1pZ21.38-2000 /�\ T /�\ 3. UPPER CABINET: HEIGHT: -- WOOD MANTLE W/ PAINT GRADE B• WOOD MANTLE /_ _ \SIC/ ___\ O DEPTH: -- �W/PAINT GRADE - -m IRE HEL io 4. COUNTERTOP: WOOD LINE OF OPT. BRICK/ �yr�7 STONE HERTH- \\ // " SAE• 5. CABINET FINISH: STAIN GRADE 12' CERAMIC TIL FB" MASTER&TH m LINE OF STD.TILE HEARTH ® TOP 8 SIDE----I1��-� O/ HARDI BACKER 0 CERAMIC TILE ---��---� O TOPS SIDE OVER " 3/4 ' PLYWOOD 4X4 HLE HARDI BACKER 1. TOE SPACE 4' CER. TILE 2. BASE CABINET HEIGHT: 36 ',... 2X4 FRAMING--, HEARTH METAL FREPLACE I' � � r�-�7 r�-�7 0 "HEATILATOR MODEL to {- \ / / ie 3. COUNTER TOP: CiJLTURED MARBLE C�NDC33E-ANSI -- S I OFO(ER WA$E1ER I cTA GRADE Z y DRYWALL ON HEARTH--- _ 3/4'PLYW'D Z21.88-2000 / / I 4. CABINET FINISH: RISER FACE N PLATFORM-- N / / I 5. BACKSPLASH: 4' f E --- --- \ 6. BATH TUB: FIBERGLASS > Uj DETAIL (HEARTH) 18' DRYWALL ON HEARTH 32 4 ® SPLASH: FIBERGLASS o g RISER FACE © 7. SHOWER PAN; FIBERGLASS F SECTION ELEV. VERIFY B. SHOWER WAINSCOT: FIBERGLASS ¢p FIREPLACE 6 LAUNDRY 9. SHOWER HEAD HEIGHT: 64' 10. MIRROR HEIGHT; 36' � SECONDARY BATH/POWDER 1. TOE SPACE: 4 z cwc 24' LITE BAR ® �/ ;--' 36' LITE BAR 2. BASE CABINET HEIGHT ' BACKER ELD O L DENSHI ® : 32 AIL BOARD 3. COUNTER TOP: CRILTUR D IAAROLE co0 MED. GAB, 4 CABINET FINISH: • E-- MIRROR 5. BACKSPLASH: 4' Z m m .---- �. 6, BATH TUB: J I �MIRROR �-MIRROR ) I o'I FIBERGLASS N b o O O TUB SURROUNDS: FIBERGLASS MED. CAB.-"I m Q o' m I MED. CAB. m' N/A , DD pi 7. SHOWER PAN: Z LL PT y r 1. j S. SHOWER WAINSCOT: N/A j OPT, SINK �'4 LV ?HT 9 --- DENSHIELD 9. SHOWER HEAD HEIGHT: �' ~ J ® BATH y BACKER BOARD ff ! F,P> f P. F P_ F,P, Q / \ m :P_ -F.P• F.P_ ,PP. F:P -F.P. SEE DETAIL j • I 10. MIRROR HEIGHT: 36' L_5/D6 c 1- cr Z NOTE:1,VERIFY ALL APPUANCE SIZES WITH MANUFACTURER'S SPECIFICATIONS (n-_ iV a to 2. WALL COVERING SHALL BE CEMENT PLASTER,TILE OR APPROVED Lu EQUAL TO 70 INCHES ABOVE THAN AT SHOWERS OR TUB WITH 32' 32' HALL BEWMOISTURE RESISTANT.ERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS © MIN, O MIN. O © (607.1.3,2406,2407,CBC STD.T 24-2-A AND P.C.909) O O Fn- POWDER OPT. BATH 3 4 BATH 2 3 MASTER BATH 2 U W Q @ W ow HOOD VENT/ ? < Q FAN MICRB LITEEXHAUST z c�c m \ / WSER Z F x L o _ _ __ _ _ _ __ __ of W Q OY Z �\ - I / \ / \ / \ / j \ / x� / mllo J W � r-o B VERIFY O I I �'�' �/1 J /� Z Ti LL LL-� JAII o I / - _ - - _ =lNE R E 8 -_ c olubio° AA u'TIISE"erI9REFR'\ I I E 4'11f[SHEET: ?tai ro•:Siw',`�°"SPAC ,. ' ECT MANAGER A SD. O © 3-31 VERIFY © 2'ER FYCL�R © DESIGNER D, KITCHEN ISLAND KITCHEN B �� " DATE ��1 5-21-04 ` ! JOB NO. v.,.I 04-03 O I�SI. ,- SHEET [-PLAN 3 - 2579A ELEVATION KEY C- 3.9 INTERIOR ELEVATIONS SCALE: 3/8" _ -0" OF: 00 NOT SCALE PRINTS f - CI t579A9 g• -LOW PROFILE LOW PROFILE ROOF TILE 0 ROOF TILE 7/8'3 COAT STUCpO �, Ln 0/WIRE MESH HAND FUR ROOF FRAMING Q ROOF FRAMING NAILED THROUGHOUT * 1'-4'MIN. SEE STRUCTURAL O 2X BARGE SEE STRUCTURAL SCRE20 BOVENN BLOCK --- INSULATION STOP Nt ...._ .__.__.._. DBL. LAYER OF 60 —J1x BLOCKING MIN, BLDG, PAPER �+ ---- RIDGE OR HIP TILE 2x BLOCKING --2x BLOCKING W/ () --UNDERLAYMENT 0.1,$GREENED I� -- NAILER PER TILE MFG. METAL FLASHING VENT HOLE. N _ AREA 'ER 4X4 OUTLOOKER .. FLAT CONCRETE TILE ALLO 1x8 CONTINUOUS .` NOUNDERLAYMENT METAL PAN FLASHING ��2x FASCIA ---ROOF SHEATHING W/ OW PROFILE UNDERLAYMENT V2X4 KICKER SEE ELEVATIONS = WEATHER BARRIER OF TILE � MFRPER.TILE 3Q) O) O UNDERLAYMENT STARTER BOARD .ANTI- 4a (� _T1 ROOF SHEATHING W/ PONDING - 2X6 FLAT � WEATHE BARRIER TARTER BOARD EDGE � V � —ROOF FRAMING, METAL OS g• INTERIOR FINISH * SEE STRUCTURAL � , cc WHERE OCCURS INTERIOR FINISH DBL. LAYER OF 60 SHAPED FOAM TRIM NOTE.REFER TO ROOF i PER WHERE OCCURS— BEEF ELEVATIONS ---- MIN. BLDG, PAPER INSULATION W/ STUCCO 0/ TILE MANUFACTURERS -� '- --- ---" WHERE OCCURS SPECIFICATIONS FOR TILE NOTE.REFER TO ROOF _ OD O Q- INSTALLATION OF TILE MFG. TILE MANUFACTURERS INSULATION 7/9'3 COAT STUCCO 7/8'3 COAT STUCCO y SPECIFICATIONS FOR WHERE OCCURS O/W E MESH HAND FUR N U NAILED MESH HAND FUR INSTALLATION OF TILE NAILED THROUGHOUT N C Lu NAILED THROUGHOUT 7/B•3 COAT STUCCO NOTE,REFER TO ROOF c 0/WIRE MESH HAND FUR TILE MANUFACTURERS NAILED THROUGHOUT SPECIFICATIONS FOR DBL, LAYER OF 60 INSTALLATION OF TILE "-" MIN, BLDG. PAPER � 0 C OUTLOOKER n STUCCO P OJECTION n RIDGE/HIP n ROOF TO WALL EAVE PER PLAN n }_ 1'=1'-0' 1'=1'-U' �/ 1-1/2'•1'-0' 1-1/2'-T-0' i-1/2'•1'-O' ---UNDERLAYMENT UNDERLAYMENT DBL. LAYER OF 80 METAL CLEATS AT 12'O.C. —LOW PROFILE MIN: BLDG, PAPER —FLAT CONCRETE TILE TIILLEEMANUFA TO C MANUFACTURERS / ROOF TILE 7/8•3 COAT STUCCO SPECIFICATIONS FOR / STARTER BOARD 0/WIRE THROUGHOUT FUR WEATHER SHEATHING INSTALLATION OF TILE GATT IN3UL - SEE PRE-FAR DBL. LAYER OF 60 PRE-FAB FOAM PIPE CONT.METAL VALLEY MIN. BLDG. PAPER / T-24 REPORT FOAM PIPE FLASHING PER TILE 7/8'3 COAT STUCCO MANUFACTURER 0/WIRE MESH HAND FUR 7/6'3 COAT STUCCO ` SWEAT SHEET NAILED THROUGHOUT O/WIRE MESH HAND FUR PER METAL FLASHING I'Z'SARI 2x4 OUTLOOKERS m NAILED THROUGHOUT I :I ::. I I -...................... TILE 1x8 CONTINUOUS � AT 24'O.C. MFG. - 2x BARGE GYP. BOARD 0/ 2X STUDS --- -, w • 43 _�� !: SEE ELEVATIONS :: LL p IL PROFP TQLEE OUTLOOKER BAOKSPAN PER PLAN J .:.. - UNDERLAYMENT 2X OVERHANG O Tn ROOF SHEATHING W/ 7/B'3 COAT STUCCO Z Y WEATHER BARRIER NAILED THROUGHOUT FUR O �------------- -� '-` -- .`. w <AP COL. LAYER OF 60 CA ---ROOF FRAMING, MIN, BLDG. PAPER j rc ELEVATION 1'-1' SEE STRUCTURAL - Lu ROOF FRAMING STANDARD CORNER 1/4'X1/4'SO.G.I. ELASTOMERIC �?• SEE 6TRUCTURAL w REINFORCING SCREENED MESH SHEET WATER- 'N/N. OPT.BIRD STOP PROOFING NOTE.REFER T ROOF NOTE PENETRATIONS NOTE.REFER T fl00F < TILE MANUFACTURERS L INTERUPTIONS AT TILE MANUFACTURER9 ROOF SHEATHING W/ SPECIFICATIONS FOR METAL VALLEY FLASHING SPECIFICATIONS FOR WEATHER BARRIER INSTALLATION OF TILE NOT PERMITTED. INSTALLATION OF TILE � Y SECTION �\ rn STUCCO CORNER 18 FOAM PIPE AERR VE UBC 9EPA ER 14 VALLEY n ROOF TO WALL n RAKE ( , , CD 1-1/2•-1'-O' 1-1/2'-1'-O' Z W NOTE.REFER TO ROOF 2 TILE MANUFACTURERS FLAT ROOF TILE O 1 SPECIFICATIONS FOR O INSTALLATION OF TILE 00 7/8'3 COAT STUCCO pRE-FAB . STUCCO ROOF FRAMING _ + 0/WIRE MESH HAND FUR TILE ACCENT `* 7/8'3 COAT STUCCO SEE STRUCTURAL ,., NAILED THROUGHOUT BUILDING PAPER 0/WIRE MESH HAND FUR VENT CBLOCK —NAILER PER TILE MFG. J DBL.LAYER OF 80 NAILED THROUGHOUT IDGE OR L. LAYER INSULATION :: MIN. BLDG. PAPER 2x BLOCKING OF 80 UNDERLAYMENT / ROW PROFILE TILE N L.L WHERE OCCURS iS: 1 MIN. BLDG, PAPER 'I ---2x P.T.SILL PLATE O Q OVP. BD. —METAL WEEP SCREED I z ROOF TILE z WHERE OCCURS - I I� SHEET WATT METAL FLASHINGPER FLATWORK I PROOFINOATER -. tx6 CONTINUOUS MFR.TILE \) UNDERLAYMENT J ',' WHERE OCCURS ! U L- - -- J WEATHERS SHEATHING+ •� -- 0�--- PRE-FAB G METAL FLASHING \ � Q O FINISH GRADE TILE ACCENT Z MIN, MIN. —FLAT CONC.ROOF TILE —ANTI , C/) ° ELEVATION UNDERLAYMENT STARTER BOARD— METAL I 1 1 1 FLASHING V J WEATHER SHEATHING W/ 2x FASCIA SEE STRUCTURAL,/ z o ��} ROOF FRAMING, INTERIOR FINISH SEE ELEVATIONS WHERE OCCURS NOTE,REFER TO ROOF O O m 4AP -- ° o ELASTOMERIC 7/8'3 COAT STUCCO TILE MANUFACTURERS a SHEET WATER- INSULATION 0/WIRE MESH HAND FUR SPECIFICATIONS FOR 4 e PROOFING WHERE OCCURS NAILED THROUGHOUT q ° INSTALLATION OF TILE ° —1 1=1 — =1 —III—_ —STUCCO ^ U C NOTE:REFER TO ROOF DBL• LAVER OF 60 v L" TILE MANUFACTURER9 BUILDING PAPER MIN, BLDG. PAPER SPECIFICATIONS FOfl W O W INSTALLATION OF TILE SECTION Q O = 0_ STUCCO SCREED 19 FOAM TILE ACCENT 15 ROOF TO WALL 11 EAVE PER PLAN 7 RIDGE/HIP n Z 3'-1'-0' vaeomrnencN� 1-1/2'-1'-0' 1-1/2'-1'-O' 1-1/2'-1'-0' •� Z U5 X 2 UNDERLAYMENT Q J W W MBN.BLDGRPAPER FLAT CONC. -" UNDERLAYMENT W L Q r ELABTOMERIpp BNEET ROOF TILE LOW PROFILE T3 AT 12'O.C. Z WATERPROOFING - -- --MATERIAL FINISH STARTER BOARD ROOF TILE O Y W J ROOF SHEATHING W/ r/'� Q Z 7/8'3 COAT STUCC 2X BARGE - —DBL. LAYER OF 60 WEATHER BARRIER vv�) J 0/WIRE MESH HAND UR MIN. BLDG. PAPER NAILED THROUGHOUT CONT.METAL VALLEY .. 2x FURRING - 2x BLOCKING FLASHING PER TILE P 22 .mmo°fl"P�NO�o°i.,ax."w SHAPED AT 45 �D-1 n.`u,oa��n�'� e...MANUFACTURER F - -METAL FLASHING RtF"cECANo 1,A K �,"S"°.Ro�� m / -1x8 CONTINUOUS SWEAT SHEET ,xq wH"We 6X14 FOAM CORBEL 2x4 OUTLOOKER9 rA r �uo r.c w*T p GX PAINT METAL PAN FLASHING AT 24'O.C. __DER;, „ ,� " 2001 """� DBL. LAVER OF 60> id / -FLAT CONC.ROOF TILE 2x BARGE 7�MFTIL h: EeB MIN. BLDG. PAPER �a SEE ELEVATIONS MFG. UNDERLAYMENT PROJECT MANAGER of 1 ., ROOF SHEATHING W/ OUTLOOKER BACKSPAN PER PLAN NAILED THROUGHOUT -°� WEATHER BA 2%OVERHANG 7/B'3 COAT STUCCO DESIGNER 2x PS,SILL PLATE 0/WIRE MESH HAND FUR RRIER 2x6 P.T. FURRING B' 4• ATE AT BASE DBL. LAYER OF 60 1 rj-41-04 '`- EXTERIOR FINISH MIN. BLDG. PAPER 1 JOB NO. F.F. PER ROOF FRAMING ROOF FRAMING, NOTE.REFER TO ROOF SEE STRUCTURAL SEE STRUCTURAL 04-03 a '" MFG. TILE MANUFACTURERS fr• SHEET d a SPECIFICATIONS FOR P BTAL ATION OFF FOR NOTAPERM ED q INSTALLATION OF TILE JL NOTE.REFER TO ROOF Mi - TILE MANUFACTURERS N NOTE.REFER TO ROOF NOTE:PENETRATIONS c a METAL WEEP SCREED SP AILLATIONN OF ORLEVALLEYFLASHING a TILE MANUFACTURERS &INTERUPTIONS AT NOTE.REFER TO'NESCO' MANUFACTURERS SPECIFICATIONS R C- D 1 STUCCO AT FURRED WALL 20 CORBEL FOR INSTALLATION OF CORBEL1fi RAKE TO WALL i2 RAKE n V/ALLEY 4 SHEET. OF: DO NOT SCALE PRINTS CAD FILE. 02-22SMD1 PII, GYP.BD. .: WHERE OCCURS WINDOW FRAME ---WINDOW FRAME Q 2x BACK T O HEAD DBL. LAYER OF 60 2x FRAMING -2x FRAMING p MIN, BLDG.PAPER 2x BACKING 2x BACKING j O Vj 7/8'3 COAT STUCCO 7/8'3 COAT STUCCO r-+ 7/8'3 COAT STUCCO INSULATION —0/WIRE MESH HAND FUR INSULATION— 0/WIRE MESH HAND FUR (n O> 0/WIRE MESH HAND FUR GYP.BD. GYP: BD. NAILED THROUGHOUT NAILED THROUGHOUT NAILED THROUGHOUT INSULATION INSULATION _ N DBL. LAYER OF 80 --DBL. LAYER OF 60 N MIN. BLDG. PAPER MIN PAPER v ....,. .... .. ... : ..— �1 . BLDG. V O .... ...... METAL LATH GYP, BD, OUP, BD. - '. —VAPOR BARRIER N p U ~ VAPOR BARRIER 3 O) C W p p - x RIGID FOAM TRIM HEADER DASHED LINE SHOWN FOR SEE ELEVATIONS — R •� STUCCO TRIM U --RADIUS STUCCO: � Q SEE ELEVATION 7/8'3 COAT STUCCO 7/8'3 COAT STUCCO J WHERE OCCURS HEADER - _ 0/WIRE MESH HAND FUR 0/WIRE MESH HAND FUR L__1 J NAILED THROUGHOUT i WOOD STUCCO NAILED THROUGHOUT F 3 O MOLD DEL, LAYER OF 60 WOOD C O _ DBL. LAYER OF 60 MIN: BLDG, PAPER CASINO Q + 1/ MIN: BLDG. PAPER N U W E. TVP. � O - 2x TRIM WEATHERSTRIP DASHED LINE SHOWN DOOR F GLASS N LLJ VAPOR BARRIER FOR STUCCO TRIM DOOR FRAME — WOOD DOOR FRAME WHERE OCCURS DOOR— FOAM TRIM- SEE TY RIGID -VAPOR BARRIER -C GARAGE DOOR HEAD ELEVATIONS �( p 17 WINDOW JAMB 13 WINDOW JAMB 9 SLIDING GLASS DOOR HEAD 5 DOOR HEAD 1-1/2'=Y-0' 1-1/2'-1'-0' 1-1/2'=1'-0• SEE ELEVATION _ — ---- DOOR —SLIDING GLASS GYP.BD. -- —WINDOW FRAME —WINDOW FRAME I DOOR FRAME - --- —WEATHERSTRIP LOPE DBL. LAYER OF 60 _- ---E MIN. BLDG. PAPER 2x FRAMING —WOOD CASING HEAD BACK BACKING - —2x FRAMING GYP.BD. ( -2x BACKING 2x SILL 2x SILL —GYP, BD. HIGH DENSITY INSULATION —INSULATION RIGID FOAM TRIM : ' PER ELEVATIONS ? I .. ... .... - 2x HIGH DENSITY RIGID FOAM TRIM - SEE �yy ERE0 CCIUR SHOWN FOR ! m DASHED LINE z :. ELEVATIONS :� J OCCURS \ —METAL LATH GYP. BD. VAPOR BARRIER GYP, BD, VAPOR BARRIER w 7/8'3 COAT STUCCO Z Y O/WIRE MESH HAND FUR DBL. LAYER OF 60 - -DBL LAVER OF 60 7/8'3 COAT STUCCO7/8'3 CO T STUCCO y NAILED THROUGHOUT MIN: BLDG. PAPER MIN. BLDG. PAPER L_ J �0/WIRE MESH HAND FUR 0/WIRE MESH HAND FUR O INSULATION INSULATION NAILED THROUGHOUT NAILED THROUGHOUT — co 2 DBL. LAYER OF 60 —DEL, LAVER OF 60 LU —7/8.3 COAT STUCCO MIN. BLDG. PAPER MIN. BLDG. PAPER > n 7/S'3 COAT STUCCO 0/WIRE MESH HAND FUR i/2 ._-2x RIGID FOAM TRIM LV WOOD STUCCO 0/WIRE MESH HAND FUR NAILED THROUGHOUT SEE ELEVATIONS MOLD NAILED THROUGHOUT DASHED LINE SHOWN YP. - -- --- —2x TRIM FOR STUCCO TRIM —VAPOR BARRIER < _. WHERE OCCURS —WOOD STUCCO MOLD 0 --- - --VAPOR BARRIER L— >_ ----—WOOD DOOR FRAME N GARAGE DOOR HEAD 18 WINDOW SILL n WINDOW SILL n SLIDING GLASS DOOR JAMB 6 DOOR JAMB 2 3•=1'-0' -- 1-1/2'=1'-0' 1-1/2'=T-0' 3'=1'-0' 1-1/2'=1'-0' Z w -- -- ---2x TRIM MAN BOARDT. 0/ '-WINDOW FRAME O 00 O r 2x BACKING BULL NOSE 2x FRAMING T T EDGE OF TILEOP } 1._0. Z ' GYP. BD. STUCCO 0/ CERAMIC TILE OVER —STUCCO TRIM DOOR FRAME BEYOND N -� • WHERE OCCURS ELASTOMERIC SHEET MORTAR BEDS !�J WHERE OCCURS - DOOR Q :;;; WATERPROOFING FLOOR FINISH "' SLOPE (' O/1/2'PLV WOOD VAPOR BARRIER —SLIDING GLASS DOOR - v O a :... ... J FRAME SET IN MASTIC Z LL. w ---3/4' EXT. GRADE 2x PS.NAILER --- -2X WALL FRAMING < J PLYWOOD WHERE OCCURS SEE w FOUNDATION PLAN ! ! U WINDOW FRAME Q C) cc Z SHAPED FOAM n a I- W/STUCC w O 0/ d CONCRETE FLATWORK --- - SEALANT - W G d OPE 7/ ui 7777777 8'3 COAT STUCCO % 7/8'3 COATSTUCCO 0/WIRE MESH HAND FUR 0/WIRE MESH HAND FUR GYP. BD. 'd 2X HIGH DENSITY RIGID O O NAILED THROUGHOUT —NAILED THROUGHOUT ° a - —DEL. LAYER OF 60 DBL. LAYER OF 60 DBL. LAYER OF 80 ° n d FOAM TRIM - SEE MIN. BLDG. PAPER e n -n ° e ° ! ELEVATIONS r/� MIN. BLDG.PAPER B• MIN, BLDG. PAPER d ° ° 1— —WEATHER STRIP Q U) - -- INSULATION 7/8.3 COAT STUCCO LLJ PEfl PLAN WOOD STUCCO MOLD NA WIRE MESH HAND FUR U NAILED THROUGHOUT I---- -- CONCRETE SLAB � 2 0 � APPLY APPROVED BLDG. PAPER UJ GARAGE DOOR JAMB 19 STUCCO POTSHELF 15 WINDOW SILL PER 1997 UBC SEC. 2320 11 SLIDING GLASS DOOR THRESH. 7 DOOR/WINDOW MULLION 3 Q o Z 'L11 r) x J W 7/8'3 COAT STUCCO w WL 0/WIRE MESH NAND FUR r 0 NAILED THROUGHOUT w Z Q STUCCO OVER 40 MIL SELF- - 1 0' O Q W J ADHERING MEMBRANE (ICE & STUCCO 0/ 7/8'3 COAT STUCCO —SOLID GORE FIBERGLASS J U Z WATER SHIELD BY W.R. GRACE ELASTOMERIC SHEET INSULATION ..,-0/WIRE MESH HAND FUR INSULATION 0 BWIRE COAT STUCCO HANDOFUR ENTRY DOOR i WATERPROOFING • NAILED THROUGHOUT + 8 C0:) OVER 1/2' PLYWOOD SLOPE O/i/2'PLY WOOD ' NAILED THROUGHOUT i� (SLOPE 6' 12') —DOOR FRAME BEYOND E9`as4s°eR°ea";°°NC —DBL. LAYER OF 60 R3L**"A. s'". - MIN. SLOG. PAPER —FINISH FLOOR 4g �G` Vd4"°µb ~ GYP. BD. GYP. BD, DBL. LAVER OF 60IN 1 W MIN. BLDG. PAPER WEAWEEPSHOLESASE 2X FRAMING ® 16' O.C, +. s LD M ° L. m VAPOR BARRIER 2X P LD.F.OR REDWOOD 2%SLEEPER., PROJECT MANAGER FZ -VAPOR BARRIER —METAL THR � w 2x HIGH DENSITY RIGID I SET MA9 _>� SD, FOAM TRIM - SEE y HEADER ELEVATIONS DASHED LINE SHOWN FOR .c DESIGNER HEADER �STUCCO TRIM .-21y_i SD, F WHERE OCCURS CONC7 TWOR DATE 7/8'3 COAT STUCCO - —'— -21-04 J --O/WIRE MESH HAND FUR WINDOW FRAME a Y 8LOPE'\• '.:f, JOB NO. ..... __... ` 4 ° a • NAILED THROUGHOUT - 04-03 a—— DEL. LAYER OF 60 MIN PPE WINDOW FRAME � n•' SHEET 4' 2' 2' CONCRETE SLAB SLOPING STUCCO n STUCCO POTSHELF n WINDOW HEAD n WINDOW HEAD n THRESHOLD "`4 RC- D2 1-1/2'-T-0' 1-1/2'-1'-0' 1-1/2'-1'-0' t-1/2'-1'-0' 1-'✓2'-1'-0' SHEET: OF: DO NOT SCALE PRINTS CAD FILE•02-22SMD2 PER PLAN - --- WINDOW FRAME SEALANT VAPOR BARRIER Q Q DBL, BLDG. PAPER OF O 2x FRAMING 0/WIRE MESH STUCCO 2% SHELF DBL. LAVER OF 60 NAILED THROUGHOUT T C> MIN. BLDG. PAPER INSULATION 1 -HARDI-'SHINGLESID'G - - - TOP 8 BOTTP,MI W/ - _ - DBL LAVER OF 60 I` 1/4'GAP,MIN. -HARDI-HARD GYP.BD. Q 2X 0/2X INSULATION MIN. BLDG.PAPER SEALANT WOOD TRIM- INSULATION --STARTER STRIP WHERE OCCURS cn SEE ELEVATIONS WHERE OCCURS VAPOR BARRIER METAL FLASHING GYP, BD. Q N ggLppE TO DRAIN 2X BLOCKING- -- 1'PER FT. 2X FRAMING --METAL FLASHING V WITH DRIP ` N � GYP. BD.— SLOPE TO DRAIN l i l + i DASHED LINE � F F —SEE STRUCT, DWG'S, SHOWN FOR V C> 2x TRIM FOR ATTACHMENT r + I 1 STUCCO TRIM 0) SEE ELEVATIONS I 2x TRIM-SIZE I WHERE OCCURS C VAPOR BARRIER -2% LEDGER 0/ PER ELEVATIONS }--- 6x HEADER 3 Q ELASTOMERIC SHEET Q I ELASTOMERIC SHEET F (d .y WATERPROOF SHEET / WATERPROOFING- --WATERPROOFING- w WATERPROOFING / '�� EXTEND 6" EXTEND 6" w J FRAMING w U •� —ELAST EXTEND 6" : \ BEYOND TRIM 0/ BEYOND TRIM : \ VAPOR BARRIER HEADER BEYOND TRIM as mwcc 2X4 / VAPOR BARRIER (Q 7/8'3 COAT STUCCO - / SEALANT ':':.`''•: C d 0/WIRE MESH HAND FUR -\ - --WINDOW FRAME �A NAILED THROUGHOUT INSULATION 7/8'3 COAT STUCCO C) 0 U) :../ (WHERE OCCURS) CL HARDI-'SHINGLESID'G 0/WIRE MESH HAND FUR 04 Q w. E DBL. LAYER OF 60 � �� PER PLANS L NAILED THROUGHOUT V �I MIN. BLDG. PAPER DBL, LAYER OF 60 WINDOW FRAME CV NOTE:PROVIDE SEALANT MN B DO LAYER CV ` W BETWEEN VAPOR BARRIER MIN. BLDG. PAPER G AND WINDOW NAILING FIN. 2z FRAMING APPROVEDAPPLY UBC SEC.BLDG. PAPERAPER C STUCCO/SIDING TRANS. 17 WOOD POTSHELF 13 WINDOW HEAD 9 WINDOW JAMB 5 WINDOW HEAD 1 }_ PER 1997 -° 0 . PER ELEVATION WINDOW FRAME WINDOW FRAME �� - - WINDOW FRAME SET IN CONTINUOUS BEAD OF SEALANT WINDOW FRAME j 2x4 FRAMING 2z FRAMING 2x FRAMING VAPOR BARRIER 2x6 FRAMING 15" 2x BACKING 2z BACKING 2x SILL SLOPE DASHED LINE SHOWN GYP,BD, SLOPE GYP.BD. FOR POTSHELF �---� GYP, BD. _ --- INSULATION ... INSULATION - 7[7WHERE OCCURS INSULATION l ^ 2x HIGH DENSITY RIGID FOAM TRIM HERE /\ W Y 2x HI pH DENSITY RIGID / \ \ / \ / \ / \ / \ � � I I! '-" ELCEVARTIO SEE m I FOAM TRIM - SEE ELEVATIONS / \ / 1 / 1 / \ GYP. BD, GYP. BD. -VAPOR BARRIER —DBL. LAYEcri R OF 60 _ INSULATION _ Z Y MIN. BLDG. PAPER �-HARDI-'SHINOLESID'G INSULATION 7/8'3 COAT STUCCO 7/8'3 CO T STUCCO m HARDI-'SHINGLESID'G DBL. LAYER OF SO 0/WIRE MESH HAND FURui —7/8'3 COAT STUCCO 0/WIRE MESH HAND FUR MIN.BLDG. PAPER NAILED TROUGHOUT SEE E%T 0/WIRE MESH HAND FUR DBL LAYER OF 60 [-2x4 TRIM EA.SIDE W/ 1\-�) ELEV NAILED THROUGHOUT IUJ LL NAILED THROUGHOUT MIN.BLDG. PAPER METAL FLASHING CAP VAPOR BARRIER LAP p/ BLDG. DBL. LAYER OF 60 DBL, LAYER OF 60 W VAPOR BARRIER PAPER 2'MIN. MIN, BLDG. PAPER MIN. BLDG. PAPER F ELASTOMERIC SHEET Q WOOD SHUTTER WATERPROOFING EXTEND SEALANT p PER ELEVATIONS 6' BEYOND EA. SIDE SEALANT A --VAPOR BARRIER 2x TRIM OF TRIM, TYP. SEE ELEVATIONS STUCCO TRIM SEALANT,TYP. APPLY APPROVED BLDG. PAPER APPLY APPROVED BLDG, PAPER co PER 1994 UBC SEC. 2320 PER 1997 UBC SEC. 2320 18 WINDOW JAMB @SHUTTER 14 WINDOW JAMB _ 10 WINDOW SILL 6 WINDOW JAMB ( cl)D 3'=1'-0 z W HARDI-'SHINGLESID'G WINDOW FRAME O O SEE ELEVATIONS WINDOW FRAME _ 7/8'3 COAT STUCCO WINDOW FRAME WHERE OCCURS NAILED THROUGE MESH HOUT AND FUR TYPE 15 FELT -(2)LAYERS ----2x FRAMING ® CORNERS TYP. lQ }' ' 2x BACK -- SEALANT -- 2x BLOCKING TOP 8 BOTTOM Zz SILL N J HEAD '` MM BLDQ RP�PERO OUTSIDE MET. CORNER SLOPE INSTALL PER MFG. SPECS. GYP. BD. v 2x SILL 2x TRIM-SIZE —INSULATION O Q -----� \ PER ELEVATIONS .:: 2x HIGH DENSITY RIGID Z LL VAPOR BARRIER FOAM TRIM- WHERE OCCURS- SEE I 2X FRAMING 2X BLOCKING SHEET ELEVATIONS ELASTOMERIC" n Q F W WATERPROOFING SEER ELEVATIONS RIM I BEYOND TRIM GYP BD 1 GYP, BAD, WHERE OCCURS -�� VAPOR BARRIER Z -I GYP. BD. DBL, LAYER OF 60 BLDG. PAPER DBL. LAYER OF 60 W . 1 MIN. BLDG. PAPER --'SEALANT INSULATION- 7/8'3 COAT STUCCO -HARDI-'SHINGLESID'G 0/WIRE MESH HA DOFUR 1 I _ ___ O/WIRE MESH HAND FUR BATTANSUL. WHERE INSULATION NAILED THROUGHA T 2x4 TRIM NAILED THROUGHOUT O O OCOUWHERE OCCURS - 2X6 FRAMING I DBL. LAYER OF 60 —WOOD STUCCO MOLD MIN. BLDG, PAPER MIN. BLDCa.RPAPER TYPE 15 FELT - ----2x TRIM VAPOR BARRIER U W L -----2.4 TRIM �J Q WOOD SHUTTER V '7 SEE ELEVATIONS APPLY APPROVED BLDG. PAPER W Lu GARAGE DOOR HEAD CORNER TRIM WINDOW SILL WINDOW JAMB @ SHUTTER WINDOW SILL PER 1997 UBC SEC. 2320 0 = 19 n 11 7 g Q a 3-1 0 Z J V5 W 2 y W 79 INSULATION W Z 1 HARDI-'SHINGLESID'G ..,; J + DBL, LAYER OF 60 GYP. BD. MIN. BLDG. PAPER WINDOW FRAME 0 8W RE MESH HANDAT OFUR Lu 2x TRIM I CAULK'G TYP, 2x4 FRAMING INSULATION NAILED THROUGHOUT O Y W J . I --SEALANT U I 2X2WITH RESAWN TRIM WINDOW FRAME 2x FRAMING L. I WITH STUCCO KEY GYP.BD,WHERE 1 "s`as°co iMoe uw OCCURS I 7/8'3 COAT STUCCO 2x SILL - ` GYP. 8D. 0 DBL. LAYER OF 8 "EEPp"„AN9,,xrAEOE^ FLAT 2x TRIM-SIZE :�: MIN. BLDQ. PAPER o'a coPB'_'0/WIRE MESH HAND FUR PER ELEVATION b oYE 1 NAILED THROUGHOUT PATTY"IErxa; 1 t BL. LAYER OF 60 " 'E IL T 'A- "� 1 2x BLOCKING NOTE: DASHED LINE sru .RM eLL MIN, BLDG. PAPER / 2x TRIM-SIZE REFER TO DETAIL SHOWN FOR o"P0„'"" " PER ELEVATIONS NOTES FOR AODTIONAL I WTUCC HERE OTRI I - - VAPOR BARRIER / 4x HEADER I CCURS . ( J PROJECT MANAGER BATT OCCURSSUL. WHERE GYP. BD. BEYOND TRIM ELASTOMERIC SHEET 2x4 FRAMING -7/6'3 CO T STUCCO rEXTEND 0/WIRE SH HAND FUR VAP 7/6' S COAT NAILED THROUGHOUT ------ ---- --- INSULATION ..` -----SEALANT 12'MOISTSTOP (BEHIND - NAILED TH OUGHOUT . DESIGNER 0/WIRE MESH HAND FUR I DATE WHERE OCCURS STILE 8 RAIL FLANGE) -J L 5 1,4, �-rl 5-21-04 DBL. LAYER OF 60 DBL. LAYER OF BO � I JOB NO. MIN. BLDG. PAPER GYP. BAD. WHERE OCCURS MIN. BLDG. PAPER AL �':F.J'` 04-03 WINDOW FRkME,y' SHEET WOOD STUCCO MOLD TYPE 15 FELT ( HARDI-'SHINGLESID'G 12'BITUTHANE (OVER - - STILE S RAIL FLANGE) DBL. LAYER ._PER L MIN.BLDG. PAPER PLAN: R C- D 3 GARAGE DOOR JAMB 20 EXT. SIDING TRIM 16 WINDOW SILL 12 WINDOW JAMB @ SHUTTER $ WINDOW HEAD 4 3'=1'-0' 3'=1'-0' SHEET: OF: DO NOT SCALE PRIN7S CAD FILE: 02-22SM-D3 0-- -2x8 CAP 348 0O -- -- SUBFLOOR - -DBL, LAYER OF 80 O GYP.BD. MIN. BLDG.PAPER METAL HANGER GYP. BD \ ^ 1 ,x4 TRIM EACH SIDE 1 1/2' h1-1/2'-2' AT EACH STRINGER WD. POST � 7/8'3 COAT STUCCO rt+ MIN. -- .---...1-1/8'TREADS " NAILED THROUGHOUT/WIRE MESH HAND FUR Q) AND 1/2'RISERS -__SEALANT TYP. d CV WOOD -METAL FLASHING O O 2x2 PICKETS 0 4'SPACE HANDRAIL 1' TYP.RUN X WOOD TRIM \ � = ^ O 4' 4' 110'U.N.O. ---_ O � METAL FLASHING ( �� O) t O 15*SLOPE 15° LET INTO POST BRICK VENEER CAP O 4X4 BLOCK AT MID POINT z WALL BRACKETS B ANCHORS NIX —,. �.,, _ SEALANT INSULATION PER MANUFACTURERS OF 2%4 BOTT.RAIL i V •� < SHOP DRAWINGS 7DP-MD.PAN 3X4 WOOD TRIM ` _ m m 22 GA.x 3/4'p.L 0 (2)2x4 BOTTOM RAILING 2x BACKING AT BRACKETS ~ -8TUCC0 0/ -WALL TIE®18'O.C.i PROVIDE MIN.(4)16G NAILS _ ELASTOMERIC SHEET HARIZONTALLV 6 SPACEDi yyATERPR00pING VERTICALLY 30 THAT ITcc mAT EACH SIDE OF 2x8 - (MIN.5'LAP1 SUPPORTS A MA%.OF12) O < BACKING AT ADJACENT : \^^J, /pTUDS ' v SO,FT.OF WALL AREA. O >v VJWALL FRAMING (3)-2x14 S `" 1 -A9 CONT.0 EA.ROW (V U E AT EACH Eco 0 -DBL. LAYER OF 60 OF WALL TIES. CONC.PORCH NOTE.REFER TO HANDRAIL \\ MIN. BLDG. PAPER N W NOTE: MANUFACTURERS SHOP DRAWINGS 5/8'TYPE'X'GYP.BD. (1 HR.CON3T.) ELEVATION SECTION ALL WOOD IN CONTACT FOR HANDRAIL COMPONENTS AND WHERE OCCURS SEE PAN NOTE.SEE UBC SEC.1403.6 W/CONIC.OR WITHIN INSTALLATION REQUIREMENTS C W OF GRADE SHALL BE ESSURE TREATE WOOD PORCH RAILING 17 HANDRAIL AT WALL 13 STAIR AT FLOOR n COLUMN BASE 5 BRICK VENEER AT STUCCO(*', }_ 22 GA.x 3/4'0.1. SEE ELEV. WALL TIE 0 16'D.C. HANDRAIL INSULATION— HORIZONTALLY AND SPACED —2x6 CAP S4S WHERE OCCURS Y: :+i VERTICALLY 80 THAT IT -GVP.BD. GYP. BD.- SUPPORTS A MAX.OF(2) w WHERE OCCURS SD.FT.OF WALL AREA, 2x2 RAILING S4S p 1 1/4'80.BALUSTERS :,� / -!9 CONT.0 EACH ROW < SPACED 30 THAT A WD. POST OF WALL TO 4•DIA.SPHERE CANNOT 2x P.T.SILL PASS THROUGH OPENING 1-1/8'TREADS PLATE 4X4 y AND 1/2'RISERS III WOOD POST s S LANDING EALANT TYP. e W/STANDOFF m LL ° I4 "� y POST BASE SUBFLOOR X WOOD TRIM d j m o > POLYURETHANE 0 2x14 STRINGERS a MINIMUM 6 MIL. > < 2x CAP W/EASED EDGES AT EACH END 8 MIDSPAN SLOPE - 15°PE METAL AINTO POST ° ° e a SEALANT a .. FINISH GRADE 0 a �� GYP.BD. 3X4 WOOD TRIM 2x2 PICKETS ___ ) ° d - -��- Z Y - -- _ --- yEyLASTOMEHIO SHEET ° ° ° -" III-� = c 2x4 RAILING 943 -- 5/8'TYPE'X'GYP.BD. 1 (MIN Eb RLAP ING a -III- = NOTE: � w 0 -STANDOFF 11 HR.CONST,I VENEER "/ =� �_� SEC.1403.8 W WHERE OCCURS STUCCO STONE ° k POST BASE FLOOR FRAMING d a m ° LINE OF PORCH SEE STRUCTURAL I -- -- - d 2x FIREBLOCKING 6 DBL. LAYER OF 60 Q —III-III MIN, BLDG. PAPER d =-III=III= o _-.-- GRADE LINE ---�`•,.. / 4' ~ ALL WOOD TN CONTACT W/CONC. E WITHIN 6'OF GRADE SHALL B PORCH RAIL PRESSURE TREATED 18 GUARDRAIL 14 STRINGER AT WALL n COLUMN BASE 6 BRICK VENEER AT GRADE 2 1-1/2'=,'-0• woRAILn 1-1/2':..1'-0' Z W _- - AND 1/2R ADSRISE O O MEAL FLASHING- -____-_-- 7/8'3 COAT STpCCO SLOPE TO DRAIN NA/WIRE ILED T R6 GNND FUR ' 1' TYP,RUN pYP. BD J WHERE OCCURS —DBL. LAVER OF 60 CV 10'U.N.O. WD. POST MIN. BLDG. PAPER 0/8.3 COAT STUCCO WATERPROOFING SHEET (� Z W I = w K NAILED THROUGHOUT FUR V OF 6 33x4 WOOD 0'AS SHOWN CHAMFER MINDBL.. BLDG.LAYE W w \ 2X4 WOOD TRIM J WINDOW FRAME o \ -,".mac 15' —3X4 FOAM TRIM VERIFY WINDOW SIZE < GYP.BD. \ Q PER PLAN SEE ELEVATIONS Z S`LOm SL_OPE WOOD LOWER PER I WHERE OCCURS W (3)-2x14 STRINGERS \ 2x4 ELEVATIONS 2x3 AT EACH END 6 MIDSPAN \ 1-1/8•PLYWOOD -3X4 WOOD TRIM INSULATIONUR MIN.FRAME - I �AT LANDING , --------IL CRATC CATER OVER SCRATCH O 5/8'TYPE 'X'GYPBD. Z (1 HR.CONST.) 1 O o WHERE OCCURS 3/4'S0.WELDED 51EEL NBE -FLOOR FRAMING STUCCO STONE --DBL. LAYER OF 60 '^ - VENEER MIN. BLDG.PAPER AYfACH TO SND W/3/e'UD BOLT SEE STRUCTURAL DBL. LAVER OF 60 - AND W/W000 SCREW TD SHUI'IER FRAMING,SEE STRUCT. FRA11E,EA SIDE - MIN. BLDG. PAPER EUSTOMERIC SHEET WA1EflPR00FlNG I v � O 0 HORIZONTAL SURFACES I SEE PLAN -, CUJI cO UJ U WINDOW AWNING n LOW WALL �� STAIR AT LANDING n COLUMN BASE � STUCCO @ STUCCO STONE Q O 1 ( 15 1 11 z 2 1-1/2'=,'-0' 1-1/8'TREADS --STUCCO STONE VENEER J W 1- Cl AND 1/2'RISERS -- MORTAR BED/STUCCO W Z Q y INSULATION WHERE OCCURS ;. INSULATION-- :: —DBL. LAYER OF 60 O Y W J 5/8' 'X' GYP. BD. WHERE OCCURS MIN. BLDG. PAPER //1 J /1 Z FOR 1 HR. COND. ��ee1 ..TYP.RUN_ —2x P.T.SILL PLATE V J V "" 10'U.N.O. - WD, POST PER PLAN GYP. BD. 11/2' 1 ____ WHEREDOCCUR3. � I III . —METAL WEEP SCREED *E TMp�,Ee.,«q*+Mgp„`rsWry WHERE OCCURS CL —FLATWORK "o`o"""cio�c"`�oFd'dRbS n°vE SEALANT TYP. w "".a E 8' - ELASTOMERIC SEALANT WHERE OCCURSMVOT„p HT. { '�,• 2X P.T,D.F.OR REDWOOD i CTA O NER FINISH GRADE Ax.aeaa$m 2x P.T.SILL 2X SLEEPER WHERE DOOR \ > 2X EW& TRIM - cmn. PER ELEVATION e PLATE OCCURS (3)-2x14 i_I I TO CONCEAL METAL o° ° *oxo n STRINGERS "'11K11 Illl HOLDOWN HARDWARE _ x• a AT EACH END \ �_ _, PROJECT MANAGER MIDSPAN \ o 2 i i SD. e .• �_�' _ %PAN910N JOINT FILLER i:. \ 12)2x4 P.T.PLATES A 5/8'TYPE'%'GYP.BD. d e< ° ° iv m ���/// DESIGNER \ r CONCRETE SLAB .r IN13H GARAGE v 11 HR.CONSTJ I _ d < - IL�So _ SO' WHERE OCCURS c 1 ATE METAL HOLLOW„ PER- a 5-21-04 a STRUCTURAL PLANS .. JOB N0. "'r a ° n� a. - a 4 e o4-os • ; ° I-III_I11=III=III-III=_ d. ° c ° °- d STRUCTURALPPLAN3 d e -III-III- III III-III SHEET d c ° c 20 1 HR. WALL AT GARAGE 16 STAIR AT SLAB 12 COLUMN BASE TRIM 8 STUCCO STONE @ GRADE 4 RC- D4 SHEET: OF: DO NOT SCALE PRINTS CAD FILE:02-22SM-D4 r — 1 LAYER ELASTOMERIC O MEMBRANE OVER BUILDING O PIPER AT W CONTINUOUS 6` STEP 1 p STEP 1 r O BEHIND FlR5i R. STEP.__e•' •PROVIDE SOLID BACKING AT ALL •PROVIDE SOLID BACKING AT ALL 0 •ATTACH JAMB STRIPS OF ELASTOMERIC AREAS WHERE FLASHING MATERIAL ROOF MATERIAL 2-PIECE PRE- AREAS WHERE FLASHING MATERIAL SHEEP WATERPROOFING MATERIAL UPPING WILL OCCUR. LAPPING WILL OCCUR. UNDERUYMENT COULARCNRED METAL .'`�� ',/ ' ;J WITH WIDTH AND LENGTH AS 1--• L 6w COLLAR FLASHING „'%�� /'' 11 1 •ATTACH SILL STRIP OF 1Y WIDE V� v •ATTACH SILL STRIP OF 12'WIDE I 1 11 NOTED ON DETAIL,A MINIMUM I I MOISTOP FLASHING MATERIAL WITH I aA I MOISTOP FLASHING MATERIAL WITH PAN FLASHING 1 (T71 OF 6"BEYOND THE OUTER HEADER THE TOP EDGE EVEN WITH THE TOP d N TURNED UP WALL 1/4"TURN GOWN EDGE 1 T�, EDGE OF THE TRIM TO BE APPLIED, SOLID p �G THE TOP EDGE EVEN WITH THE TOP HEADER , iv HING OVER INSET INTO SAWCUT AT 1� }11 INSIDE EDGE OVER NAILING FLANGE I -'J" I OF THE ROUGH SILL I SOLID BACIjNGG- I OF THE ROUGH SILL U _ -�-PAN FLASHING ? �� BEAM ALL 4 SIDES ; }11; BUTTED AND ADHERED TO FRAME. I �\ j I •EXTEND THIS STRIP AT LEAST 14` I •EXTEND THIS STRIP AT LEAST 14` N Q) \ MINIMUM DN'LAP AT 1-PIECE J. FLASHING SET IN SEALANT ; '-j; ROUGH BEYOND THE EDGE OF THE I `\ / I ROUGH OPENING. r O �� /I AT BEAM ALL 4 SIDES , L1, I I ROUGH OPENING. ROUGH BEYOND THE EDGE OF THE V \_ OPENING OPENING `\ r�� J///. I i''° •e' I\\\ // I ,; WINDOW LAFBRAME „�L1 II �/ \\ II *ATTACH HI MATERIAL WITH II \ II •ATTACH FLASHING MATERIAL WITH H 3 C GALANIZED ROOFING NAILS OR C ROOFING NAILS Q_ CORROSION-RESISTANT STAPLES. CORROSION-RESISTANT STAPLES.ERNUFABRED TINTERSECT NO •N METAL DIVERIE EXPOSED BEAM SILL I I ' SILL I I Ld ROOF FRAMING '� COUNTER FLASHING TT 1; NA - 1 1 SEE STRUCTURAL II �� 11 �. �'1 11 _ _ C N ' LAPS 2"MIN.OVER T7 -1T _ _ BASE FLASHING F LNG SI LNG Q A' "CQ- I PRE-MANUFACTURED METAL 4" C-4 0 �^ E BASE FLASHING N Lu a ROOF TERMINATION BEAM/CORBEL FLASHING STEP 7 : V DNERTER IsoMErRIc STEP 2 : STEP 2 12 5 •ATTACH ELASTOMERIC SHEEP = C WATERPROOFING MATERIAL OVER THE •ATTACH JAMB STRIPS OF 12'WIDE •ATTACH JAMB STRIPS OF 12'WIDE 1-1/2'=1'-D' 11111T711111-11T71-ITT1T INSID OP FLASHING MATERIAL WITH MSSEOP PUSHING LATERAL WITH -1111111,,,,,1,-T,1,,,,-1 THE HEAD FLANGE EXTENDING INSIDE EDGE EVEN WITH THE JAMB INSIDE EDGE EVEN WITH THE JAMB OUTER EDGES BEYOND THE JAMB OF THE ROUGH OPENING. Y OF THE ROUGH OPENING. Al PUSHING MATERIAL, 41p `7 7/8'3 COAT STUCCO WITH WIDTH AND LENGTH AS HEADER •START JAMB MB STRIPS 2"BELOW SILL °L° •START JAMB STRIPS 2"BELOW SILL 0/WIRE MESH HAND FUR ; I NOTED ON DETAIL,A MINIMUM ` ' STRIP AND EXTEND 4'ABOVE .\ HEADER j - NAILED THROUGHOUT OF 6"BEYOND THE OUTER \ LOWER EDGE OF HEADER. STRIP AND EXTEND 4"ABOVE LOWER EDGE OF HEADER. EDGE OF THE TRIM TO BE APPLIED. ` ' DBL. LAVER OF 60 71 I'1 ROUGH ROUGH 0 4" MIN. BLDG. PAPER _I,LI I OPENING OPENING •L PRE-MANUFACTURED METAL 1 I WINDOW FRAME1 / I COLLAR FLASHING OR SIMILAR I ' io SLOPE-, ! OPENING �JAM6 `\ JAMB \ LL 1/4"TURN DOWN EDGE I� INSET INTO SAWCUT AT j ��-� SILL SILL A BEAM ALL 4 SIDES •7G <D i ...... FLASHING SET IN SEALANT , AT BEAM ALL 4 SIDES 1 � \\\ INTERSECTING EXPOSED BEAM IF COUNTER FLASHING LAPS 2"MIN.OVER T!] BASE FLASHING Z Y ---26 GA.-1 PIECE � O 2 PAN FLASHING,SOLDER '' 1/4"DRIP CUT W f ALL JOINTS. STEP 3 w 4 SEALANT STEP B STEP 3 M.4 SIDES > ¢ •ATTACH CORROSION RESISTANT •ATTACH SILL STRIP OF ELASTOMERIC •APPLY A CONTINUOUS BEAD HOF E W PRE-MANUFACTURED METAL !,�_- -- ^--- - *-'., METAL WATER TABLE FLASHING WITH SHEET WATERPROOFING MATERIAL SEALANT TO THE HACK OF THE BASE FLASHING "'1""I' - DRIP OVER APPUED TRIM.EXTEND FRAME NAILING FLANGE w FLASHING PAST OR TURN DOWN WITH WIDTH AND LENGTH AS ENDS OF TRIM. NOTED ON DETAIL,A MINIMUM ,, *PLACE R OPEAND NING WITH FLANGES ~ eie OF 6"BEYOND THE OUTER o APPLY ALL TRIM PER ELEVATIONS, v L HEADER EDGE OF THE TRIM TO BE APPLIED, 2` OVER THE INSTALLED JAMB AND h —HEAD SILL MOISTOP FLASHING MATERIAL m -ij DETAILS,GENERAL NOTES AND x 1 THE TOP EDGE EVEN WITH THE TOP FLASHING ` > THRESHOLD PAN FLASHING `` I STANDARD TRADE CONSTRUCTION \ OF THE ROUGH SILL CONTINUOUS ;` •APPLY A CONT NUOUS BEAD OFGO V I PRACTICES. �" SEALANT TO THE FRONT FACE y x �� �� BEAD OF SEALANT `A. ,K �` UNDER NAILING OF THE HEAD NAILING FLANGE. ROUGH •ATTACH PUSHING MATERIAL WITH 1-1/2'=1'-0' LAP SIDING I, OPENING •y`X GALVANIZED ROOFING NAILS OR L''a_ FLANGE. •ATTACH 12"WIDE MOISTOP FLASHING W " CORROSION RESISTANT STAPLES OR MATERIAL OVER THE HEAD FLANGE. WINDOW FRAME 1 SELF ADHERED-NOTE:BUILDING WINDOW FRAME - EXTEND THIS STRIP 2'BEYOND THE --- -2X STUD OR SIMILAR �' PAPER MUST LAP UNDER THE SILL OR SIMILAR } OUTER EDGE OF THE JAMB .� OPENING ! , `vv` �-'�B \ STRIPS. OPENING " FLASHING MATERIAL O DBL. LAVER OF 80 —ELECTRICAL BOX MIN. BLDG. PAPER I 1 I SILL ,�� 00 PRE-MANUFACTURED METAL r II III III ��������������������� NAIL IN PLACE El T/ SLOPES COLLAR PUSHING -F ..,T i i 111111111111111111111 \ .`''��. .�A �, 1/4"TURN DOWN EDGE -- MIN OF N J INSET INTO SAWCUT AT BEAM ALL 4 SIDES NAILING FLANGE °z ----j FLASHING SET IN SEALANT 0 AT BEAM ALL 4 SIDES STEP 9 Z LL STEP 1 BUILDING PAPER OVER INTERSECTING WATERTABLE FLASHING; EXPOSED BEAM STEP 4 Q H J COUNTER FLASHING STEP 4 : U LAPS 2' MIN.OVER L.� Q 0 BASE FLASHING ------------- -- ANT*APPLY A CONTINUOUS BEAD OF 2X STUD 1/4"DRIP CUT Z ------ - � � 3. SEAL TO THE BACK OF THE � ICE-- FRAME NAILING FLANGE W ELECTRICAL BOX SFAUNT ?-' •PLACE AND SECURE FRAME INTO w TP 4 SIDES - 1 ROUGH OPENING WITH FLANGES BUILDING -' 7 ER OVER THE INSTALLED JAMB AND I \ PRE-MANUFACTURED METAL l SILL FLASHING MATERIAL. L—— BASE FLASHING 1 - — CONTINUOUS { BUI RING Z 1 -T WINDOW FRAME - •APPLY A CONTINUOUS BUD OF ppp (2)LAYERS 60 MIN. 7_ OR SIMILAR BEAD OF SEALANT SEALANT TO THE FRONT FACE TP. --- ------ O O i OPENING UNDER NAILING 1 I I GRADE'D'PAPER LAP SIDING T ,_�- I FLANGE. OF THE HEAD NAILING FLANGE. WINDOW FRAME /'�' �!/^•� � CUT AWAY EXCESS "_: OR SIMILAP LL VJ STEP 2 OPENING APER AT 2' k OR SIMIURE /; OPENING U C� > " OPENING CUT AWAY EXCESS L OBLDG PENINPAPER AT W 0 W 2X STUD BEAM/CORBEL FLASHING 3 ;- ;. = 1, �� �''��-- ._� ,-=;; `I `•' Q o _........ ---- ' Z - EL ELECTRICAL BOX 1-1/2'-T-O• LINE OF ----- '`� �2 BEHIND ___- .�u_ ________ — BUILDING PAPER UNDER NAI NG FLANGE a5 X LU I CUICKFLASH ONE PIECE 26 GA G.I.`Z'BAP FLASHING. SILL STRIP 1• - ¢ J LIJ I ELECTRICAL BOX FLASHING PROVIDE SLOT IN FLASHING 2" 2" BUILDING PAPER UNDER W Cl I PANEL MIN.FROM END TO SLIDE OVER 1' SILL STRIP J I I TILE PAN FLASHING Z (2)LAYERS 60 MIN. 2 1/2' O Y Z Q GRADE'D'PAPER 26 GA C.I.'Z"BAP FLASHING. - 1,' WITH DNERTER AT END OVER •STARTING FROM THE BASE OF THE WALL,APPLY BUILDING PAPER UNDER THE SILL STRIP AND STEP S STARTING FROM THE BASE OF THE WALL,APPLY BUILDING PAPER UNDER THE SILL STRIP AND t ) Q rW, Z THREE DIMENSIONAL FLASHING 5. CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL AND BETWEEN THE JAMBS W ATTACH 12'WIDE MOISTOP FLASHING CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL AND BETWEEN THE JAMBS V J �J �,J STEP 3 OF THE OPENING. MATERIAL OVER THE HEAD FLANGE. OF THE OPENING. THREE DIMENSIONAL EAVE FLASHING 7- •APPLY THE NEXT COURSE OF BUILDING PAPER BUTTING TO THE FRAME OPENING EXTEND THIS STRIP 2"BEYOND THE OVER ROOFING FELT-SOLDER ( ) APPLY THE NEXT COURSE OF BUILDING PAPER(BUTTING TO THE FRAME OPENING) smo, o OVER THE JAMB FLASHING MATERIAL. OUTER EDGE OF THE JAMB OVER THE JAMB FLASHING MATERIAL ALL JOINTS. 1' FLASHING MATERW.. �v°P,n,Em°,°fAS,o xEf,k'rli9re 2X STUD *APPLY SUCCEEDING DYERS OF BUILDING PAPER IN SHINGLE '''�1 *APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE x cov'eBTx'Yxv` BOARD FASHION UP THE WALL.,LAPPING COURSES A MINIMUM OF V. uw^^*she°ven x nne 1 BOARD FASHION UP THE WALL,LAPPING COURSES A MINIMUM OF 8'. "1 * bsnry WI-1 —CONTINUOUS "`T xg wa,woF rQ Z€g,(+y+"�x.xo NOTES j BEAD OF SEALANT N_ TES '^c ° wxr�..."E ,w� x.nwEax THE PROCEDURE ABOVE IS RECOMMENDED TO ACHIEVE THIS INTENT FOR THE FLASHING OF WALL OVER NAILING o M OUICKFLASH ONE PIECE1. OF THE U.B.C.STATES FLANGE. T OPENINGS SECTION TO SHALL INCLUDE FL NOT I A a,RI,OAR OPENINGS�',OMAKE THEM WEATHERPROOF.' li "•„ 1.SECTION 1402 OF THE 1994 EDITION OF THE U.B.C.STATES"EXTERIOR OPENINGS EXPOSED TD ELECTRICAL BOX FLASHINGTHE WEATHER SFNLL BE FLASHED IN A MANNER AS TO MAKE THEM WEATHERPROOF.` �' THE WEATHER SHALL BE FLASHED IN A MANNER AS TO MAKE THEM WEATHERPROOF.' PANEL THE PROCEDURE ABOVE IS RECOMMENDED TO ACHIEVE THIS INTENT FOR THE FLASHING OF WALL PROJECT MANAGER WINDOW FRAME OPENINGS TO INCLUDE BUT NOT LIMITED TO:WINDOWS,DOORS,VENTS,ETC. SD, (2)LAYERS 60 MIN, 3' 2.ALL MATERIALS SHALL BE IN STRICT CONFORMANCE WITH U.B.C.STANDARD 14-1. "+ i,,; OR SIMILAR 2.ALL MATERIALS SHALL BE IN STRICT CONFORMANCE WITH U.B.C.STANDARD 14-1. DESIGNER GRADE 'D'PAPER , . OPENING &APPLICATION OF FINISH MATERIALS OVER FLASHING MATERIALS SHOWN SHALL BE AS SPECIFIED BY 3.APPUCATION OF FINISH MATERIALS OVER FLASHING MATERIALS SHOWN SHALL BE AS SPECIFIED BY SD. 5 1/2" CODE REQUIREMENTS,MANUFACTURER'S INSTRUCTIONS AND THE BEST PRACTICES OF THE TRADE. �u l; CODE REQUIREMENTS,MANUFACTURER'S INSTRUCTIONS AND THE BEST PRACTICES OF TALE..TRADE:- DATE STEP 4 7- 4.ADDITIONAL MATERIAL .ADDITIONAL MATERIALS,ix.METAL HEAD ASHING,ELASTOMERIC SHEET WATERPROO 5-21-04 SJI METAL HEAD FLASHING,ELASTOMERIC SHEET WATERPROOFING ETC. 4 FU C MAY OCCUR,DEPENDING ON THE SPECIFIC FINISH MATERIALS BEING USED.REFER TO C INDIVIDUAL DEALS FOR ADDITIONAL INFORMATION. -i1 MAY OCCUR,DEPENDING ON THE SPECIFIC FINISH MATERIALS BEING USED.RffE s. JOB NO. INDIVIDUAL DETAILS FOR ADDITIONAL INFORMATION. t 04-03 CUICKFLASH ELECTRICAL FLASHING PANELS ARE 5.DOUBLE LAYER OF 60 MINUTE BUILDING PAPER. f BOXIESNED TO AND CANTERS ELEC RICALRBOXESON 12 `. 1Llllh / SHEET ONLY.DETAIL SMILIAR FOR INSTALLATION OF 6' a 4" SINGLE GANG AND UTILITY PIPE FLASHING. STANDARD FLASHING MATERIAL RC- D5 QUICKFLASH FLASHING 7 EAVE AT ABUTTING WALL 4 FLASHING MATERIAL APPLICATION AT OPENINGS WITH EXPOSED WOOD TRIM 2 APPLICATION AT OPENINGS 1"=1'-0" 1/2'=1'-0' 1/2'=T-0' SHEET: OF: DO NOT SCALE PRINTS CAD FILE.02-22SM-D5 O O 'DENS-SHIELD' r 0 (FURRED OUT RRED OUT TO LAP OVER ✓ COVER TOP FLANGE OF TUB/SHOWER.) i.r rI .✓ DENSHIELD (n BACKER BOARD SHOWERHEAD W/ N ✓,' �✓ "' FLANGE f i l/ i N O / CAULKING/SILICONE V T (BETWEEN BOTTOM OF C OQJS-SHIELD&TOP OF __ O TUB/SHOWER SURROUND O a Mn h, V TUB/SHOWER i G C� 5 ANUFACTIONJ 5 MSPECIFICATION$FOR C INSTALLATIONOD 0 I V Q. z x sruos wAu I N uj �-- -- x O cc TUB/SHOWER TO DENS-SHIELD w DENSHIELD BACKER BOARD(-5 N.T.S. 3'=T-0. DENSHIELD APA BACKER BOARD VENT THROUGH i ROOF OR CONNECT TO/OTHER VENTS DRAINBOARD 6'✓ir/ 'rri%' n NEAREST ARTTION m G�, /i/if✓✓r J 46 46' (f i ,fr y,f�f VERTICAL FIXTURE VENT VERTICAL P f frii/r%'i� FIXTURE FOOT VENT 1 1/2' Z y DRAIN 1/q'PER 12'GRAD -CLEANOU Q r; rfr,f/,,• FLOOR 2' O tu f; rr ir, TREAMEB W ¢ ��� Scr J= �. II�l: �T C.O. HORIZONTAL DRAIN 2' Lu PER UPC SECTION 909.0-SPECIAL VENTING FOR ISLAND FIXTURES T DENSHIELD BACKER BOARD VENTING @ ISLAND FIXTUREn N N T.S. Z Lu DENSHIELD GROUNDING ELECTRODE ASLEEVE L BACKER BOARD O Co O BOLTED TYPE CONNECT LID NONMETALLIC PROTECTGROUNDING ELECTRODE Q N J ZQ tL ' CONCRETE FOUNDATIO r ¢ z NOA AW�G ORIOAR E BARE COPPER CONDUCT OR WdSTEEL REINFORCINGBAR OR ROD NOT LESS //'� a THAN 1/'� DIAMETERV) Z N ° � / III-I I I i � III III III � I-1 I i— /A � Q ui _rf 20 FT MINIMUM DIRECT CONTACT WITH EARTH U LI L LU DENSHIELD BACKER BOARD 7 UFER BAR 3 Q z O N.T.S. Z W X Lu STUD Q W UJ f yyHpQ�oHLE f$.ENB� H Z STRAP/NDH NTQOL STUD 000 O a W Z NO1. TALICNSPACER -J NCIR LE W HEAT R 'pESEn°vEa`�:a"cowwo"u. q/ T 1 pEAkTH U KE gTRAP. HEAT RI3HEpIGHT�3ST(gTLOGEEPg ByyATERT nc o.nen.w.en.r mars"E y! �ENSIgNSy N NUTS 0/BOT I�. esuw""iEwE°En"O o;'�E� . �y�jj ^E 1. 1,T"o�, DENSHIELD 8 B LT3 W _ "","1`aE eE2Nf"osR" "on..�Tn ."s BACKER BOARD ABH R A c o on.r.�"o.Inc on*es PROyI gE�g TpQAP pry pL ) e �"oo"�on:F©000;P""'I..EI TT7V%IOS3FPILAIEV�Is�HTpR HTLEppPy7TOEEIgNRTS 5 LVT " PERHC P.CPACT,5105 y� c9 ..'. PROJECTS DMANAGER WATER HEATER CONTROLS C--I, DESIGNER S WATER HEATER ('�ll�p - _ /t DATE SSyMITTEEgqY CAP poppMI 5J-21-04 JOB NO, ANCHORPASTONRED 04-03 t MMANNN�ER WHICH WILL NOT DEPRESS REQUIRED SHEET ENERGY INSULATION BLANKET BY A LICENSED CONTRACTOR ON A ZERO CLEARANCE WATER HEATER R C— DC DENSHIELD BACKER BOARD W_H. ANCHORAGE �4 SHEET, OF:V N.T.S. CAD FILES 02-22SM-D5 O r O A B +742X36 B O Ry d C-4. W t 35'-0' !1� (n �.J 17-b• 12,_0' 111_81 - g'- -0• 2'-4• 10'-4• Q N U c) 5'-6' W-8' 2'-6• 2'-8• 3'-4' 5'-6' 6'-2' 5'-10' 6' 4'-6• 5'-0' 5'-4• i N cl SS1yTT�UCCO SOFFIT V r Ql SHELFLBEL �`____i' f____-_ /R 3 C) O SLOPE TO GRAIN tJ O SEE EXT.ELEV.__ .I 6-0" --_ DON. i �`\UUKW /�W.P.MEMBRANE DIRECT VENTS MUST BE A MIN. ` ' 4050 SL G 4050 SL ___ • SL 4050 `` I �`` •� TEMP CL� .._. ___ ! V G m 4050 $L I I 4050 IL _ i +20"SEAT fi080 SL DR. m' O 0 TEMP GL H112THRAISED 11- 80 O A' d o OPT. /� N V V E 3 =K LIETAL FIREPLACE c// N LLI g a HEANLATOR'NO L E NOOK GNDC33E-ANSI Z21.88-2000 a li e'-o'OLD. °' DEN/OPT. �/ � BDRM• 4 B 3 BDRM. o cc Wm BDRM. 5 J �I + 9'-0'CLG. 9'-0"CLG. 9'-0"CLG. 9,-0•CLG. CARPET CARPET -'m I FAMILY CARPET MANABLOC I Q C n CARPET r -DUCT '� I a-D'CLG. '. ?ANFCARPET 7L. < io CMEDIA HASE CHASE i I CENTER m O 3'-2' W-10' 1'10' 8'-4' 3'-8' 1'-10 6'-- DHUASE 8080 BI-PASS 6080 BI PASS p �" -J _ I- µ�BWALL RACKETS i 3. y38"HI 6 C P 6080 BF-PASS ffpp S y x IX QUSf EM $ � h.OO i F.. PROVIDE ISLAND CLG BRK () OUTS o v' TO IVAJ VENT PER UPC 1fueE sHEL� a I a �I � I WIRE SHELF h, oa O I SECTION 909.0 2468 _. 2868 PROVIDE 100 "' FLOOR ABOVE 2'1B' 3'-2• I.2'-0'11'-6' CD N - R. OP LINE OF 3RD a m qt SO INCHES LINE OF 3RD ' ice r----- - 'i ' +34' - 1 W -� 9'-D'CLG. m o u AREA IN OF FREE VENT FLOOR ABOVE-, CARPET - OPEN RAI NG m R 8'-0 CLG. I ABOVE DOOR a ____ _ m m V1T/•L1CiJ �' 8-11.0 ' �'MOL CLG. s R_-_A m c9 �tt FOR DRYER S91--0,OLD. L] + C /1 MAKEUP AIR LINEN ---- m C ANYL WIRE SHELF ��/ x %� PROVIDE r C-4• 9g i I TEMPERATURE C-4 Z a a OPT.CAB.ORYE '�y_ - PAN k 18 18R o in PANTRY 16 tl( ' If LINEN (W/H I AND PRESSURE Cp W R0 DRAIN FOR ' II W io tlP RELIEF VALVE I (• � C .J WAS UP DN ? o II ' 0�1HE o�urLIsloE PER w o I per' I I O1 TO OR 18' �I, VT77T v 4 MDF SHELVES C NT R __ m v m ... _ _-yam PC SEC m C .BOBS o 2468 .. m IRE SHELF : 5 T 3'-9' S'-4- 7 8 2'-4' 3'-6 3'-8• 35"X36" �? Y =___ II ._ --- -- OONC. V J 6 II �X io 16 PROVIDE 5/8'TYPE'X'GYP. 16"HI.3 4 YEAR. 4 2668. STOOP_ o W Co 2 c N� OR a'-0"CLG. `$" ( ? BD.THRDUUGHOUf USEABLE YJjp,• LLI VINYL N IL�� o o RCD4 UNDER SIDE OF STAIR EM.PL PLATFORM RCD6 I io o --_ Z 12'-0' S'-4. /� HWR. N IICARPET a I O (1 HR.CONST.) PROVIDE SHEET METAL CAP v cc Q D TUB/ (OPT.1 -f ) �+ PROVIDE TIGHT-FffIINC BENEATH WATER HEATER W S S DINING SOLID CORE HARDBOARD 14'x8'COMBUSTIO F- o_ o ' - v $ DOOR 1 3 4'TK.) WIRE SH 1 ... _-_$ ..... Q 9'-0"CLG W/S CLOSER - AIR VENT-TYP. p I(--------- 9 0-, ! O CARPET SEC.302.4 IXC.3 TOP k 80T. LL 0- m o 2001 C.B.C. LG li VI - io iv 2 LAYERS 5/8'TYPE'X"GYP.WALLBOARD i 5_p• B' 2_2• 5�-B' I in 4'-0' 1'_B• 3'_3.m. 5'_4. m MOLDED f� _ _ To ATTAIN 1 HOUR FIRE PER CTKIN ON THE e +38'DRYWALL SHELF MOLYUREFMNE jp GARAGE SIDE OF CELING PER C.B.C.302.4 i- $j in 2468 M• BDRM• m M NNE m EXCEPTION 3 AND TABLE 7-C ITEM 21. w c+ AS AN ALTERNATIVE PROVIDE}iC CHANNELS J M. gpn.{ �` 8 ON CENTER AT ING CE A NGIMUM OF vi L LcL.( li q . CA SEE EXT ELEY. to ^e /�Lp/�I +38"HI CELING FRAMING FOR THE RATED CENNG N O C - JJ.LLsSLe 2888 VINYL CLG. ®� o iv � L( �-- 4� 9'-0 LG. LOWER WALL III555 A 4'O.C.-VE 21FY W/SfRUCT.DWGS.) Go O -.-- 9'-O"CLG. SIMTIERPRO in 30�LL 16 5/B'TYPE'X"GYP.BD FOR 1 HR.CONSf. Q CARPET SHWR. L. toW _��/j_I1y�B_�y._LOCO FlBE_RGIASS RCD4 AS PER U.B.C.302.4 EXC.3 SHALL BE FENCE-VERIFY z } aS "1.1/' - INSTALLED ON WALLS ADJACENT LOCATION W/CN' '•� . o == CDUCTHASE '-6' 'm N_' 1 f _ TO LMNG SPACE AND ALL WALLS AND POSTS (VERIFY TION g�DSCAPE (V J_ ONE PIECE - -_ SUPPORTING THE HORIZONTAL PORTION OF THE C FIBERGLASS iuP i`.'� ONE HOUR OCCUPANCY SEPARATION. O L +, TUB/SHWR UNR �A6u •p ^ F- (VERIFY M R(2 AMP DRAWINGS 0'SOFFff 8'WIDE STEM WALL (VERIFY L 0 ' + WI L SH.li - II m m N o 2'-6--2'-0 •D'-B'i4i`OF - ,2'-0 $ v O Q a LL 2030 FX 4050 SL �' __ N ^ o UFLOOR ABOVE -_�/-FLOOR FABOVE_- L ^'+ ___-___--B W O ~ J I 2 FX nnn�wn,1 - J O N O 9'LMN� Z m CARPET 16'x 7'SECT.CAR.DR. \ I1 1 (n STUCCO OVER `V w W:. _ _ 2X FURRING-TYP A $WR/1C$CNOCSOFFIT CO FU�RRMG TYP o SEE EXf ELlY. m < r/1 Z SHELF BELOW ip SEE EXf ELEV. CONC. O V' SLOPE TO DRAIN W.P.MEMBRANE + DRIVEWAY O O SEE E1(T.-EEV. - WOK, BY OTHERSLor^ U) OTHERS Q V/ - 4050.SL 4 W >_ 3-411' 4'-4' 4'-4' 2'- 2 2'-2' 3'-2' 2'-2' 2' STUCCO SHE - _ m N CC SLOPE TO N 2'-8' 2'-6' Ev L W.P.MEN E _2• 2_3• +�( ` 1 O 5'-8 ' 3'-3 ' SEE g_3• � 6'-4• 3'-10' 4'-4' 3'-10' Ll.) 12,_0. 3'-O• p_®.I 13'_2. Q 20''4' R-= O = Q. L �} .. - J W W A B A NOTE:REFER TO CIVIL AND LANDSCAPE Z W o C-4. C-4. DWG'S.BY OTHERS,FOR ALL DRIVEWAYS J r FENCE AND SIDEWALK LOCATIONS. � O Q Z Q W � fn j U z UPPER FLOOR PLAN 1350 SQ. FT. LOWER FLOOR PLAN 1089 SQ. FT. SALE. 1/4" - ''-°" oao.`E oEe°°°`r.` � .o x wse.r.�..E.E. T11* "�°www'"'"E'' �a 1. PROVIDE ATTIC ACCESS OPENIN 22%JO MIN.)READILY 4. HEART E TENSIONS OF AN APPROVED FACTORY-BUILT 8. MOISTURE EXHAUST DUCTS FOR CLOTHES DRYER SHALL TERMINATE 13. EXTERIOR WALL ASSEMBLY-7/8'STUCCO OVER MTL LATH FIR NAILED snow o '" .nu�eee:a`o ACCESSIBLE WITH A 30"MIN. HEAD ROOM ABOVE FlREPUCE SHALL CONFO)tM TO THE CONDITION OF LISTING ON THE OUSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH OVER DOUBLE DYER OF MMMUTE WEATHER RESISTIVE BARRIER WALL KEY Ao :^*`:"` I�:;Ex�. ACCESS IN ALLY ATTIC$PACES WITH A MINIMUM VERTICAL AND THE MANUFACTURERS INSTALUNON INSTRUCTN7N5. A BACKDRAFT DAMPER.A TOTAL COMBINED HORIZONTAL AND ((AASSppAL7 IMPREGNATED FEL OVER 2X4 STUD AT 16'O.C. ••�m90o " HEIGHT OF 30.CBC SECTION 1505.1. CBC SECTION 3102.5.1 AND 3102.5.2 VERTICAL LENGTH SHALL NOT EXCEED AMVRUFACTURER'S (UNLESS NOTED ASSEMBOTHERVLY S . RECOMMENDATIONS OR 14 FEET UNLESS A LICENSED ENGINEER CAN R RpR WALL ASSEMBLY-1/2'GYP.BD.OVER 2X4 STUD AT i6'O.C. PROJECT MANAGER 2. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM SHOW AN APPROVED ALTERNATE DESIGNED SYSTEM.CMC SECTION 504.52. (UNLESS NOTED OTHERWISE). $ NET CLEAR OPERABLE AREA OF 5.7 SQUARE FEET.THE 5. PROVIDE COMBUSTION AIR TO FORCED AIR UNIT PER UMC s SD, MINIMUM NET CLEAR OPERABLE HEIGHT DIMENSION SFULL SECTION 318 AND CHAPTER 7 AND TO WATER HEATER PER 9. NO BUILDING SEWER OR OTHER DRAINAGE PIPING OR PART THEREOF 14. PROVIDE A TE VALUE FOR THE WATER HEATER.(CPC 505.3). BE 24 INCHES.THE MINIMUM NET CLEAR OPENABLE WIDTH C.P.C.SECTION 507.3. CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE O INDICATES LOW WALL DESIGNER DIMENSION^HALL BE 20 INCHES WHEN WINDOWS ARE UNDER OR WITHIN A BUILDING SHALL BE INSTALLED UNDER OR WITHIN 15. PROVIDE A GUARDRAIL FOR ALL UNENCLOSED FLOOR AND ROOF OPENINGS, SD. PROVIDED A A MEANS OF ESCAPE OR RESCUE THEY SHALL TWO 27 FEET OF MR'BUILDING OR STRUCTURE OR LESS THAN ONE - - - 2 x 4 STUD WALL DATE HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES 6. PROVIDE BOLLARD PROTECTION FOR WATER HEATER PER UPC FOOT( LOW THE SURFACE OF THE GROUND. E SE 718.3 BALCONIES OR PORCHES,WHICH AR€MORE THAN 30'ABOVE GRADE OR o ABOVE THE FLOOR.CBC SECTION 310.4. SECTION 510.3 AND MECHANICAL EQUIPMENT PER CMC FLOOR BELOW.MINIMUM HEIGHT:36 FOR RESIDENML. SECTION 308. INTERMEDIATE RAILS SHALL BE SPACED SO A 4'SPHERE CANNOT PASS ® �. 2 x 6 STUD WALL 5-21-04 3. GLAZING IN DOORS AND WINDOWS SHALL BE PROVIDED WITH 10. NO PIPING$HALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. THROUGH.<BG50a.1> JOB NO. TEMPERED CLASS AS REQUIRED IN C.B.C.CHAPTER 24 7. PREFABRICATED METAL FIREPLACE SHALL BE CONSTRUCTED CPC SECTION 313.2 °4-°3 INCLUOXRG GLAZING IN BATHTUB AND SHOWER ENCLOSURES AND INSTALLED TO MEET THE REQUIREMENTS OF THE MANUR AND 16. FIRE BLOCKING AND DRAFTSTOP: ® 2 x 6 PLUMBING WALL AND GLAZING IN ANY PORTION OF A BUILDING WALL REQUIREMENTS OF THE MECHANICAL CODE. 1.OPENING AROUND GAS VENT$ DUCTS,PIPES CHIMNEY$AND FIREPLACES SHEET ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM METAL CHIMNEYS SFIALl.BE ANCHORED AT EACH FLOOR AND ROOF AT THE CENNG AND FLOOR LEVELS SHALL RREBLOCKED WITH _ EXPOSED EDGE OF TE GLAZING IS LESS THAN BO INCHES WRH TVYO 1 1 2-INCH-BY-1/8-INCH 38 MM BY 3.2 MM METAL 11. WATER CLOSETS(TOILET51$HALL BE CERTIFIED TO USE A MAXIMUM NONCOMBU$fIBLE MATERIALS. CBC 706.2.1 4. �i( 5Z "d ABOVE A STANDING SURFACE AND DRAIN INLET•GLA7JNG IN STRAPS L00 //AROUND TE OUTSIDE(OF TE CHIMNEY STALLATION OF 1.6 GALLONS PER FLUSH. 2.PROVIDE FlREBLOCKING AT 10-FOOT INTERN IN CONCEALED SPACES "{ POT SHELF g FIXED OR OPERABLE PANELS ADIACEM TO A MOOR WHERE AND LED WITH NOT LESS THAN SIX 81 HALLS PER STRAP AT EACH BOT HOIZONTALLY ANDVERTICALLY PER CBC 705.2.1.1. THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A JOIST CGO SECTION 3102.6)(UBC SECT.106). 12. SHOWERHFADS SHALL BE CERTIFIED TO USE A MAXIMUM OF 2.5 GALLONS T R C- 4.1 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A PER MINUTE. 17. FLOOR-CEILING ASSEMBLY WffH'OPEN TRUSSES'SHALL BE DRAFT STOPPED ��/ ,71 SOFFIT LIMITS CLOSED POI AND WHERE THE BOTTOM EXPOSED EDGE OF THE CAUSING IS L65 THAN 60 INCHES ABOVE THE SO THAT U AREA M LY CONCEALED SPACED DOES NOT EXCEED 1000 11_L $i WALKING SURFACE.GLAZING XR WALLS ENCLOSING STAIRWAY SQUARE FEET.THE DRAFISTOP SHALL DIVIDE THE CONCEALED SPACED INTO LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF APPROXIMATELY EQUAL AREAS PER CBC 708.3.1.1.1. o STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS (ALL PENEIRANONS OF THE DRAFT STOP SHALL BE SEAlEO) SHEETI OF: THAN 60 INCHES ABOVE A WALKING SURFACE DO NOT SCALE PRINTS CAD FILE:2750A1 O O r O O ui 35'-0' Q N _ — N 01 Q O 3 0, c o Ad 'uD � U LL o w o .Q N E v! 04 E Lu Qc�C 4050 SL m F- } m BIDI x i 9'-O''`M.CCLG. 2 CARPET m -- .. _______ __ ___ AT11C�µa-------- -----_ --- CLG.BRK. o w +38'LOW WALL en V m 5080 B-PASS z - C SUPER LOFT — m W ml _ m 3p E5S e TO AC PACEM� C 4. WIRE SHLEF CARPET LG. i I K3 AC PANEL G 4 a. 3 DN � 18R _ 7 z m OPT. BDRM. 5 ;'I ____ ; a > W LL `• Luaa. -- ---------------- a r < o LL y 20'-4' r'X VJ Z Lu - Q O ao 0 0 � Z N J SHA OOF LOL EN r U Z LL O� ® O Q ~ LLj J Q Z j IN H u� --- OPT. BATH 3 WQ w O o Lo N @ U w >_ uj OLu A B `•`• � Q °z = � g Z U) X w �M— w (Q4_ J._ Q Z Z O Y (n J U Z ATTIC FLOOR PLAN 311 S Q. F T. SCALE: /4" _ , -o" 1- ly VIS-1.I ON L�w^ 1. PRCDE ATTIC ACCESS OPENING(22X30 MIN. REIDILY 4. HEARTH EXTENSIONS OF AN APPROVED FACTORY-BUILT 9. MOISTURE EXHAUST DUCTS FOR CLOTHES DRYER SHALL TERMINATE 14. EXTERIOR WAIL ASSEMBLY 7//8'STUCCO OVER MTL LATH FlR NAILED "uHAR,'bio W'�'T* °�iunae� ACCESSIBLE WITH A 30'MIN.CLEAR HEAD R OM ABOVE FIREPLACE SHALL CONFO)tM TO THE CONDITION OF LISTING ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH OVER DOUBLE LAYER OF 80 MNLITE WEATHER RESISTIVE BARRIER WALL KEY e.uao'o•�°no '".^M�•.,, ACCESS IN AL4 ATTIC SPACES WITH A MINIMUM VERTICAL AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS. A BACKDO DAMPER.LENGTH SHALL NOT EXCEED MANUFACTURER'S (ASPPLT IMPREGN0.IED FELT)OVER 2%4 STUD AT 18 O.C. ^u^.n ^ 02.. HE OF 30.UBC SECTION 1505.1. UBC SECTION 3102.5.1 AND 31D2.5.2 RECOMMENDATIONS OR 14 FEET UNU55 A LICENSED ENGINEER CAN (UNLESS NOTm OTHERWISE). " 2. ALL ESCAPE OR RESCUE WINDOWS SHALL HOVE A MINIMUM SHOW AN APPROVED ALTERNATE DESIGNED SYSTEM.UMC SECTION 504.3.2. I TERIOR WALL ASSEMBLY-1/2'GYP.BD.OVER 2X4 STUD AT 16'D.C. NET CLEAR OPENAM AREA OF 5.7 SQUARE FEET.THE 5. PROVIDE COMBUSTION AIR TO FORCED AIR UNIT PER UMC (UNLESS NOTED OTHERWISE). $ PROJECT MANAGER MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL SECTION 318 AND CHAPTER 7 AND TO WATER HEATER PER 10. NO BUILDING SEWER OR OTHER DRAINAGE PIPING OR PART THEREOF €i SD. BE 24 INCHES.THE MINIMUM NET CLEAR OPERABLE WIDTH U.P.C.SECTION 507.3. CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE —� INDICATES LOW WALL DESIGNER DIMENSION SHALL BE 20 INCHES WHEN WINDOWS ARE 15. PROVIDE A TPI VALUE FOR THE WATER HEATER.(UPC 505.3). PROVIDED AS A MEANS OF ESCAPE OR RESCUE THEY SHALL 6. DOMESTIC DRYER MOISTURE EXHAUST DUCTS SWILL NOT UNDER OR WTTIHIN A BUILDING SHALL BE INSTALLED UNDER OR WITHIN of S.p, HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL TWO(2 FEET OF ANY BUILDING OR STRUCTURE OR LESS THAN ONE 16. PROVIDE A GUARDRAIL FOR ALL UNENClDSED FLOOR D ROOF OPENINGS, 2%4 STUD WALL LENGTH OF 14 FEET,INCLUDING TWO 90 DEGREE ELBOWS, FOOT THE SURFACE OF TXE GIK)UNO.UBC SECTION 718.3 PN `� DATE ABOVE THE FLOOR.UBC SECTION 310.4. TWO FEET SH4LL BE DEDUCTED FOR EACH 90 DEGREE BALCONIES OR PORCHES,WHICH ARC MORE THAN 30 ABOVE GRADE OR 2 x 6 STUD WALL 5-21-04 FLOOR BELOW.MINIMUM HEIGHT:36 FOR RESIDENTIAL 3. TEMPER IN DOORS AND WINDOWS SHALL BE PROVIDED WITH ELBOW IN EXCESS OF TWO.UMC SECTION 504.3. INTERMEDIATE RAILS SHALL BE SPACED SO A 4'SPHERE CANNOT PASS TEMPERED GLASS AS REWIRED IN U.B.C.CHAPTER 24 11. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. JOB NO. INCLUDING:GLAZING IN BATHTUB AND SHOWER ENCLOSURES 7. PROVIDE BOLLARD PROTECTION FOR WATER HEATER PER UPC UPC SECTION 313.2 THROUGH.<BC509.1> 04-03 AND GLAZING IN ANY PORTION OF A BUILDING WALL SECTION 510.3 AND MECHANICAL EQUIPMENT PER UMC ® 2 X 6 PLUMBING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM SECTION 308. SHEET EXPOSED EDGE OF THE GLAZING IS LESS THAN BD INCHES 12. WATER CLOSETS(TgIETST SHALL BE CERTIFIED TO USE A MAXIMUM '� ABOVE A STANDING SURFACE AND GRAN INLET;GLAZING IN OF 1.8 GALLONS PER FLUSH. P-,"-; -,'.'�;-'l g FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE S. PREFABRICATED METAL FIREPLACE SHALL BE CONSTRUCTED .::✓�.(';,� � POT SHELF THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A AND INSTALLED TO MEET THE REQUIREMENTS OF THE MANUF,AND 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A REQUIREMENTS OF THE MECHANICAL CODE. 13, SHOWERHEADS SHALL BE CERTIFIED TO USE A MAXIMUM OF 2.5 GALLONS R C • A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE METAL CHIMNEYS SHALL BE ANCHORED AT EACH FLOOR AND ROOF PER MINUTE. F;- 77 %T OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WITH TWO 1 1/2-INCH-SY-1/8-INCH(38 MM BY 3.2 MM)METAL L�_ 1 J SOFFIT LIMITS WALKING SURFACE.GLAZING IN WALLS ENCLOSING STARWAY STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY STALLATION AND LED WITH NOT LESS SIX 8a NA PER STRAP AT EACH LANDINGS OR WITHIN 5 FEET OF THE BOTTOM ANDGLA TOP OF JOIST. UBC SECTION 3102.8) UBC SECT.108� SHEET: OFi STARWAYS WHERE THE BOTTOM EDGE OF THE CLASS IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE. DO NOT SCALE PRINTS CAD TILE:277 A 1" k Lf) Lu ti.0 12'-0' 11'-4' 10'-4' 2'-4- W-4- cm A; O 51-10, 3'-0' 2'-6' 2'-6- a.-a. 5'-4- 1.-0. k 4--6- 4'-6- :Ii_ c*4 0) r*- 7 .2 zn ------- ------ --- u- cc Z) 0 00 0 TqO c%l 0 v E >230 04 LLJ DEN OPT. J BORM. 2 BDRM, x o "s vm FAMILY --- iv O l ---------- o BALL Lu ------------------- ITCHEN IL BATH 2 Z Lu > Lu Oc u- 110 0 Id M, BD (l) M. BATH 0 oc) 0 GARAGE 't Lc) TF 7 IF== ------------------ -- LL ------------- 0 o Lo Lu -------------------- 4 < (D r 04 z co cc ui < 7 z 0 0 0 L Lo Cc , -2' 2'-2- T-4 . 1�- 2'-4- 4--4- L 4-4- cm Lu 4�4- 3-3j. 5-8j. .2'-3- 16'-2' @) 2 W 0 LLJ 14'-42' 20'-4' • Z m: 9; It a. X REFER TO BASE PLAN SHEET RC-1.1 FOR ADDITIONAL NOTES AND DIMENSIONS, z Z 0 < LA . ....... UPPER FLOOR PLAN 1350 SQ. FT. LOWER FLOOR PLAN 1089 SQ. FT. SCALE: 1/4" V-0" —" Al.�A ED , A.1 NGR T ILANS 8�A 111Y,11 1111—T 1-111161o, 1AI-11 WALL KEY PROJECT MANAGER SD, INDICATES LOW WALL DESIGNER p SD, 2 x 4 STUD WALL DATE r77rr7T7= 2 x 6 STUD WALL 5-21-04 JOB No' r77f7?rT= 2 x 6 PLUMBING WALL 04-03 SHEET POT SHELF X! 2 SOFFIT LIMITS C- 4.1R SHEET: OF: DO NOT SCALE PRINTS CAD FILE'2750Al 0 O O O (b N ♦� N ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, �/ r SINGLE-PHASE, OR AMPERE _ _ _ RECEPTACLE OUTLETS INSTALLED ALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED ;' )(� gl p POWER FAM F O 1999 NEC 210-12(b,CP INTERRUPTER. ® D NNECT FOR C 'a V •j -AR _------- µg, " "� CONNECTION FINAL HOOK UP ` 72' W.PF' ______' C.F1L ,_ BY MECH.SUBCONTRACTOR Q 1 AFC cc AFC AFC AFC AFC I 'I rq ® O O -OPTIDESK Q 'OPT p' `\ „ ® N AFCIAFC SK i,' ` ® N`z' W PH AFC HOT "G.F.DESK NYY 1r'!r I ` L� ✓ N/VP' PH E . '\ O -C BDRM. 3�" AFG BDRM. 2 I BDRM. 5 /r RM. 4 � PH �.� PH KEY j /HOT W AFC -10. a'-O' C 9T \`� ,,,{{{,,,err FAMILY �\ /' /' C.F.I. n PROVIDE FLUOR.LIGHTS \ UNDER UPPER CABINETS. e I AFC � x D i x i ------------------ 0 SI -- - -- -0 -- - --- �I O- ---r AFC F.. �� ,_�---�• HALL '' NI ' P R. 0° a LAUNDRY Ic.F. ? / l K l l ® In AFC / Z x BATH {_-_ a i0 G.F.I. 0 a FIL WIC y � � -- AFC I, REND. �/ O 3 O \ -a 6 AFC CONCRETE'L, 20'-0'LONG Lu M. BDRM\ Ad EELLETRRO EENCASED J OUTLET FOR GARAGE M. \ P.B.• DOOR OPENER O .I _ / GA -_ - 0�0 OG IVERiMER FY�LOCATION) N J tz BARRED(OUTLET ELEC.METER 1200 AMPS) Q c I- AFC -- +42 G.F.I. RIMY LOCATION RPo ON TIMER VROVIOE UFER G�UND WITH BOND Q V O Q TO CAS AND RUNES. O L.L i i� '''yyyppp��� __ H.B. SEE DETAIL Z hhAFCr- ® SHUT OFF ® -- yALVE---------, ! CD W L ---- �, Q J---rt : III ¢"ALL CABLE NAND PHONE LINES Z -- ---J I TO BE HOME RUNV N Ncr `\ \ 'PROVIDE MINIMUM THTtEE GROUND (/) \ CLAMPS FOR TRADES. W 1/2 ADDRESS UCH O O F HOT (LOW VOLTAGE) M 'w T Z L 1� U vWJ > UPPER LEVEL PLAN LOWER LEVEL PLAN ��11A� -� w ow Q z = a ELECTRICAL / UTILITY PLANS - SCALE: 1/4' = 1'-0' W N Q ELECTRICAL NOTES: E) OUTDOORS:AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE E GRADE PLUMBING NOTES: MECHANICAL NOTES: SYMBOL LEGEND O Y W J LEVEL SHALL BE AST ONE AT THE FRONT AND REAR OF THE DWELLING. 1. ALL 125 VOLT SINGLE-PHASE 15 AND 20 AMPERE RECEPTACLES INSTALLED C.E.C.210-52(e) 1. ANCHOR OR STRAP WATER HEATERS M RESIST EARTHQUAKE MOTION. 1. ALL DUCTS PENETRATING R IU-1 OCCUPANCY FlREWAUS 7. AIR COOLING COILS LOCATED IN THE ATTIC SHALL HAVE CPC SECTION 5105. E SIDE MINIMUM 26 CTON 3GA GALVANIZED SHEET METAL ON PER 1106.10 TERTI d<1P08.12�.WALLED BENEATH THEM - OUTDOORS WHERE THERE IS dIRECT GRADE LEVEL ACCESS,SHALL HA ROUND- S. SMOKE DETECTORS SHALL;BE INTERCONNECTED TO SOUND AN ALARM IN ALLV� Z F T q CULT R PR07EC710N FOR RSONNEL CEC 210-8 A 3. SLEEPING AREAS OF THE DWELLING;BE INSTALLED IN EACH SLEEPING ROOM AND 2. WATER OUTLETS WITH HOSE ATTACHMENTS AND HOSE BIBBS MUST HAVE RECESS WATER 2. ELECTRICAL OUTLET BOXES ON OPPOSITE SIDES OF THE GARAGE-OWEWNG IN THE CORRIDOR OR AREA GANG ACCESS TO EACH SEPARATE SLEEPING AREA AND APPROVED NONREMOVABLE TYPE BACKFLOW PREVENTION DEVICES INSTALLED. 2. HEA 43 AND COOUNG EQUIPMENT INCLUDING WATER BO% LOCATION CEILING FAN FIRE RATED WALL SHALL BE SPACED AT LEAST 24 INCHES APART HORIZOMALY ® BE EQUIPPED WITH A BATTERY BACKUP AS PER CDC SECTION 310.9.1. CPC SECTION 603.3.7. IEAIERS�LOCATED IN A GARAGE S BE INSTALLED s*uo o«. AND HAVE STEEL OR RATED PLASTIC BO%ES PER CBC 709.7 50 THA THE PILOTS EC BURNERS ARE AT LEAST 18 CEILING 9. A DEDICATED 20 AMP CIRCUIT IS REQUIRED TO SERVE THE REQUIRED BATHROOM 3. PROVIDE MINIMUM OF 1//4'PER F00T SLOPE FOR HORIZONTAL DRAINAGE ABOVE THE FLOOR LEVEL.CNC SECTION 303.1.3. 0 a'FAR MOUNTED o6.'.Rfb�."."0`06""."n�`a .M"oio�gw 3. MAIN SERVICE PANEL ELECTRICAL LOAD CALCULATIONS SHALL CONFORM TO DEC 220. RECEPTACLES PER C.EC.210-52. PIPE.CBC SECTION 71li.i. LIGHT FIXTURE 'tA.BhuoLoEc""Q.$eix° 0awe".oe. 10. PROVIDE CONVENIENCE OUTLETS A MW(IMUM OF 8 FT.FROM OPENING ANTI 12 FT. 3. EXHAUST FANS REQUIRED IN RATH AND OR LAUNDRY ROOMS TV CABLE UNDER CABINET 4. PROVIDE GROUNDING AT SERVICE EMRAlCE TO COMPLY WTIH CEC 250-81 OR 250-83. APART.THE MINIMUM WALL SPACE IS 2 FT.AND MAXIMUM KITCHEN COUNTER TOP 4. NO VENT FROM INDIRECT WASTE PIPING SHALL COMBINE WITH ANY SEWER MUST CONNECT DIRECTLY TO THE 0 OE ANTI MUST LOCATION FLUORSCEM LIGNT ,$."Oe.o o�q+" w" e.lp solo DACE T 12 INCHES WITHOUT AN OUTLET.<E210-B> CONNECTED VENT,BUT SHALL EXTEND SEPARATELY TO OUTSIDE AIR. PROVIDE 5 AIR CHANGES PER HOUR.CDC SECTION 1203.3 5. FIXTURES IN CLOSET SHALL MAINTAIN 18"CLEARANCE FROM COMBUSTIBLES.CEC 410-8. CPC SECTION 803. PH TELEPHONE {xq ELECT SWITCH sn o mxo°. ""NLeB0. 11. PROVIDE GROUND-FAULT CIRCUIT-INTERRUPTER(G.F.C.I.)FOR OUTLETS IN BATIHROOM, 4. A WARM AIR FURNACE INSTALLED IN AN ATTIC OR FURRED S. PROVIDE GFl PROTECTION PER CEC 210-80). IN KITCHEN WHERE RECEPTACLES ARE INSTALLEb TO SERVE COUMTIR TOP SURFACE, 5. CLOTHES WASHER STANDPIPE RECEPTOR SHALL EXTEND BETWEEN 18 MID 30 SPACE SHALL COMPLY WITH THE FOLLOWING PER C.M.C. CHIME DOOR BELL ^ ELECT SWITCH 7. PLACEMENT/SPACING OF ELECTRICAL OUTLETS: IN BASEMENT,IN GARAGE AND FRONT AND REAR OF OUTSIDE OF BUILDING.<E210-8> INCHES ABOVE ITS TRAP, THE TRAP SHALL BE BETWEEN 5 AND 18 INCHES SLT'TION J07.3 CHIME THREE WAY A) GENERAL OUTLETS SNARL BE INSTALLED SO THAT NO POINT 12. PROVIDE LIFER GROUND WITH BOND TO GAS AND WATER LINES.<E250-8> ABOVE THE FLOOR.CPC SECTION 804.1. A) A MINIMUM 30'x3D'ATTIC ACCESS. DOOR BELL ELECT SWITCH PROJECT MANAGER ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6. PRESSURE TEMPERATURE RELIEF VALVES SHALL TERMINATE OUTSIDE THE -0P'9. 8URON FOUR WAY C�`p fi FEET FROM AN OUTLET IN THAT SPACE,INCLUDING IS MORE ANY 13. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT.SINGLE-PHASE,15 OR 20 AMPERE BUILDING WITHIN 6 TO 24 INCHES OF THE GROUND AND POWTING GOWN. B) A MINIMUM 3O-x3O'AND 24-WIDE OR SIZE OF RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED SUCH DRAIN MAY TERMINATE AT OTHER APPROVED LOCATIONS.CPC SECT.608.5. EOUIP. FURNACWHICHEVER IS GREATER,PASSAGEWAY SMOKE LIGHT FIXTURE DESIGNER WALL SPACE 2 FEET OR MORE IN WIDTH AND THE WALL BY'AN CRC-FAULT CIRCUIT INTERRUPIER.2001 CEC 210-12(6). TO TI1L FURNACE AND CONTROLS. 06a DETECTOR WALL MOUNTED SID SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS,BUT 7. CLE NOUTS SHALL BE PLACED INSIDE THE BUILDING NEAR THE CONNECTION EXCLUDING SLIDING PANELS IN EXTERIOR WALLS.C.E.C.210-52(a). 14. PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BETWEEN THE BUILDING DRAIN AND THE BUILDING SEWER OR INSTALLED OUTSIDE C) THE FURNACE SHALL BE LOCATED NOT MORE ELECTRICAL LIGHT FIXTURE DATE 8) KITCHEN COUNTER TOPS: RECEPTACLE OUTLETS SHALL BE THE BATHROOM RECEPTACLE OUTLETS.SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THE BUILDING AT THE LOWER END OF THE BUILDING DRAIN AND EXTENDED TO THAN 20 FEET FROM THE ATTIC ACCESS. ® JUNCTION EXHAUST FAN h HES OR WIDER. 2001 CEC 210-11(c)(3). GRADE. CPC SECTION 719.1. UGHT COMBO. 5-21-�4 RECEPPTACCLES SHALL BE INSTALLED SO THA AT EACH COUNTER SPAC 12 T NO POINT ALONG 15. OUTLET BOXES OR FIRINGS INSTALLED AS REQUIRED BY SECTION 370-23 SHALL BE B. GALS PIPING SHALL NOT BE INSTALLED IN OR ON GROUND UNDER A BUILDING. D) N LEVEL OFKTHE ENTIRE FIREING PLATFORM EBBOX SIDE IN HOT DEPTH DUPLEX HOT LIGHT FIXTURE JOB NO. THE WALL UNE IS MORE THAN 24 INCHES FROM A RECEPTACLE PERMITTED TO SUPPORT FIXTURES WEIGHT 50 LB.OR LESS. A FIXTURE THAT WEIGHS CPC SECTION 1211.3. FLUSH CANS O4-03 OUTLET IN THAT SPACE. ISLAND AND PENINSULAR COUNTER TOPS MORE THAN 50 LB.SHALL BE SUPPORTED INDEPENT OF THE OUTLET BOX UNLESS E) A PERMANENT ELECTRIC OUTLET,A LIGHT DUPLEX OUTLET 12 INCHES OR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE THE OUTLET BOX IS LISTED FOR THE WEIGHT TO VIBE SUPPORTED.2001 CEC 410-16. 9. PROVIDE BONDING FROM COLD TO HOT WATER PIPING TO COMPLY WITH FIXTURE CONTROLLED BY A SWITCH LOCATED AT THERMOSTAT SHEET FOR EACH FOUR FEET OF COUNTER TOP.COUNTER TOP SPACES 1 0 I L G M S E S AC NO P01 CEC SECTION 250-80. THE ATTIC ACCESS,AND A FUEL GALS STUB SHALL OE 22Q, DUPLEX OUTLET ( WALL MOUNTED SEPARATED BY RANGE TOPS,REFRIGERATORS,OR SINKS SHALL ALONG THE FLOOR LINE OF ANY WALL SPACE IS MORE THAN 6 FEET HORIZONTALLY 10, NO DOMESTIC DISHWASHER SHALL BE CONNECTED TO A DRAINAGE SYSTEM OR BE PROVIDED AT OR NEAR THE FURNACE. 220 VOLTS BE CONSIDERED AS SEPARATE COUNTER TOP ESPACES.START FROM AN ELECTRICAL OUTLET PER CEC 210-52(c)1. FOOD WASTE DISPOSER WITHOUT THE USE OF AN APPROVED DISHWASHER AIRGAP S. DOMESTIC CLOTHES DRYER SHALL BE PROVIDED WITH A MIN. WP DUPLEX OUTLET --1 KEY GAS VALVE KEY RECEPTACLES ON KITCHEN GOUGER SHALL BE STARTED E WITHIN 24' FITTING.CPC SECTION 807.4. 4 INCH DIAMETER EXHAUST DUCT AND TERMINATE OUTSIDE THE GFI WATERPROOF /1 OF THE WALL OR GOUGER EDGE AND SPACED NOT MORE THAN B. ONE 20-AMP(�LE)CTRICAL CIRCUIT SHALL BE PROVIDED IN THE LAUNDRY AREA PER R` 4.2 48'O.C..C.E.C.210-52(0 CEC 210_11 c(2.THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. 11. IN SHOWERS AND TUB-SHOWER COMBINATIONS CONTROL VALVES MUST BE BUILDING AND SHALL BE EQUIPPED WIITH BACK-DRAFT DAMPERS. GROUND FAULT f F.G. FUEL CAS V _ PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES.CPC SECT.420.0. THE MAX TOTALVERTIGL AND HORIZONTAL LENGTH SHALL NOR C) BATHROOMS:AT LEAST ONE WALL RECEPTACLE OUTLET SHALL BE 7. IN THE KITCHEN TWO OR MORE 0-p1APERE SM4µ,APPLIANCE BRANCH CIRCUIT SHALL EXCEED THE 14 FT.INCLUDING TWO 90 DEGREE ELBOWS.<M090B,0500 AFC ARC-FAULT INSTALLED IN THE BATHROOM ADJACENT TO EACH BASIN LOCATION. BE PROVIDED PAR DEC 210-11(c2}(1)k 210-52(aJ ® CIRCUIT INTERRUPTER -�H.B. WATER HOSE BIB C.E.C.INSTALLED IN HE 12.KITCHEN AND BATHROOM FAUCETS Wf1H A MAXIMUM FLOW RATE OF 2.2 GALLONS ® 6. VENTING SYSTEMS SHALL TERMINATE NOT LESS THAN FOUR FEET HORIZONTALLY COD WATER D) HALLWAYS:HALLWAYS 10 FEET OR MORE IN LENGTH HALL HAVE 18. CLOTHES DRYERS AND ELECTRIC RANGES SHALL HAVE A 4-WIRE GROUNDED ELECTRICAL PER MINUTE PER CPC 402.8 FROM,AND NOT LESS THAN ONE FOOT ABOVE A DOOR, AN OPENABLE WINDOW G.F.I. DUPLEX OUTLET +C.W. LDCTON SHEET: OF: AT(FAST ONE RECEPTACLE OUTLET.C.E.C.210-52 h OUTLET PER CEC 25D-13B. OR A GRAVITY AIR INLET INTO A BUILDING.2000 CNC 006.6. GROUND FAULT CAD FILE:275OA2 O O r O O ai U y N Go - " N O U T O 3 rn c cd cn CC p - -- O o 'Q N U E N LLJ ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, O C SINGLE-PHASE,15 OR 20 AMPERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT IRCUR INTERRUPTER. 4- C 1999 NEC 21G-12(b)..TP. AFC AT WI ERACE 51 NDOFAEOU PEWAY WHICHEVER IS GREATER, PROVIDE SWITCH, OF_ FLOOR GDFROMnSCDUTRE TO LIGHT,OUTLET,8: EQUIPMENT AND ITS CONTROLS F.G.FOR ATTIC F•G•IL,r�/y , LENGTH OF THE PASSAGEWAY BDRM. 5 PH FAU.LOCATON t6 Y SHALL NOT EXCEED 20 FT.(N.C.705) n SEE MECH.DWG. 1/2 ________ .,� H /.� ARC w _�- _� ARL 1 SUPER LOFT {J} s / 1 ;co �' W PROVIDE SWITCH OPT. BERM. 5 . � �� LIGHT,OUTLET,8 j F.G.FOR ATTIC m _pH H/� FAU.LOCATION _ SEE MECH.DWG. p y®® ATTIC FURNACE AND PASSAGEWAY 24'WIDE OR SIZE OF EQUIP., Ll.l WHICHEVER IS GREATER, OF SOLID CONTINUOUS L_ FLDOR'G FROM SCUTTLE TO O L EQUIPMENT AND ITS CONTROLS O -� LENGTH OF THE PASSAGEWAY > 00 G..I. SHALL NOT EXCEED 20 FT.(M.C.708) 0 ATH 3 Q N J FIL EX.FAN < ,1 O Q ® O v z LL 'o - Ln Q _. ti H a Z CV ~ I- cn Lu OPT. BATH 3 U)j o DC co _ Z eI W > ATTIC LEVEL PLAN `t; _ Q o cr Z ELECTRICAL / UTILITY PLANS SCALE: 1/4' _ ,'-o FL Q w W W " � J ~ z ELECTRICAL NOTES: E) OUTDOORS:AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE PLUMBING_NOTES: MECHANICAL NOTES: Lu Z Q LEVEL SHALL B INSTALLED AT THE FRONT AND REM OF THE DWELLING. 1. ALL 125 VOLT,SINGLE-PH4SE 15 AND 20 AMPERE RECEPTACLES INSTALLED N.E.C.210-52�0) 1. ANCHOR OR STRAP WATER HEATERS TO RESIST EARTHQUAKE MOTION. 1. ALL OUCTS PENL7RATING R-J/U-1 OCCUPANCY FlREWALL5 7. AIR COOLING COBS LDCA,ED IN THE ATTIC SHALL HAVE SYMBOL LEGEND Y W J OUTDOORS WHERE THERE IS dIRECT GRADE LEVEL ACCESS,SHALL HA ROUND- 8. SMOKE DEFECTORS SHALL;BE INTERCONNECTED TO SOUND AN ALARM IN ALL UPC SECTION 510.5. SHALL BE IN 28 CUAGE GALVANIZED SHEET METAL ON A SECOND WATERTIGHT PAN INSTALLED BENEATH THEM �/� Q Z F T CIRCUIT I R UP1E PROTECTION FOR PERSONNEL N C 210-8 3 SLEEPING AREAS OF THE DWELLING;BE INSTALLED IN EACH SLEEPING ROOM AND 2, GAAGE SIDE. UBC SECTION 302.4. PER CMC 1106A0 k 1108.12. ® V J ,J V IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA AND WATER OUTLETS WITH HOSE ATTACHMENTS AND HOSE BIBBS MUST HAVE 2, HEATING AND COOLING EQUIPMENT INCLUDING WATER p RECESS WATER APPROVED NONREMONABLE TYPE BACKFLOW PREVENTION DEVICES INSTALLED. BOX LOCATION CENNG FAN 2. ELECTRICAL OUTLET BOXES ON OPPOSITE SIDES OF THE GARAGE-DWELLING ® HEATERSI LOCATED IN A GARAGE S BE INSTALL ar of on. a FIRE RATED WALL SHALL BE SPACED AT LEAST 24 INCHES APART HORIZONTALY BE EQUIPPED WITH A BATTERY BACKUP AS PER UBC SECTION 310.8.1. UPC SECTION 603.3.7. Y " AND HAVE STEEL OR RATED PLASTIC BOXES PER CBC 709.7 9, A DEDICATED 20 ANP CIROUR IS REQUIRED TO SERVE THE REQUIRED fl4TIHR00M / SO TIN THE PATOIS OR BURNERS ARE AT LEAST 1B CEILING : �.vn.��w,e�e�oeognMv's^a•5q�xqx� IX.FAN _ LIGHT FlMURE `xg"�'"" jNF Al 2 S ixr"x°r° RECEPTACLES PER N.E.C.210-52. 3. PRWIDE MINIMUM OF 1 4'PER F00T SLOPE FOR HORIZONTAL DRAINAGE ABOVE THE FlAOR LEVEL.UMC SECTION 303.1.3. MOUNTED ` Q 5 PIPE.UBC SECTON 718.1. NDER INET ° °rYeBO�en wxn�we of.ne r»<. 3. MAIN SERVICE PANEL ELECTRICAL LOAD CALCULATIONS STALL CONFORM TO NEC 220. 3. EXHAUST FANS REQUIRED IN BATH AND/OR LAUNDRY ROOMS N CABLE 'i xry wrtx°x 4. PROVIDE GROUNOINC AT SERVICE ENTRANCE TO COMPLY WITH NEC 250-Bt OR 250-83. 10. PROVIDE CONVENIENCE OUTLETS A MAXIMUM OF 6 FT.FROM OPENING AND 12 FT. 4. NO VENT FROM INDIRECT WASTE PIPING SHALL COMBINE WITH ANY SEWER MUST CONNECT DIRECTLY TO THE OUTSIDE AND MUST LOCATION UOF LIGHT ° @ ,,,,yy @ APART.THE MINIMUM WALL SPACE IS 2 FT.AND MAXIMUM KITCHEN COUNTER TOP CONNECTED VENT,BUT SHALL EXTEND SEPARATELY TO OUTSIDE AR. PRCMDE 5 AR CHANGES PER HOUR.UBC SECTION 1203.3 ,`�, pi'PiL ri'b.worFR r:d{'xa'°9"°Y xo SPACE IS 12 INCHES WITHOUT AN OUTLET.<E210-8> PH TELEPHONE W ELECT SWITCH ""'y°�"eWruo�000n:�r I•x.1-1 5. FIXTURES IN CLOSET SWILL MAINTAIN 18'CLEARANCE FROM COMBUSTIBLES.NEC 410-8. UPC SECTION 803. 4. A WARN AR FURNACE INSTALLED IN AN ATTIC OR FURRED ° °' x" 11. PROVIDE GROUND-FAULT CIRCUIT-INTERRUPTER G.F.C.I. FOR OUTLETS IN BATHROOM ELECT SWITCH B. PROVIDE CFI PROTECTION PER NEC 210-8 c. ALL 5) 5. CLOTHES WASHER STANDPIPE RECEPTOR SHALL EXTEND BETWEEN 18 AND 30 SPACE SHALL COMPLY WITH THE FOLLOWING PER U.M.C. CHIME ODOR BELL THREE WAY () IN KRCMEN WHERE RECEPTACLES ME INST TO ERVE COUNTER TOP SURFAC� CHIME IN 845EMENT,IN GARAGE AND FRONT AND REM OF OUTSIDE OF BUILDING.<E210-8> INCHES ABOVE ITS TRAP. THE TRAP SHALL BE BETWEEN 8 AND 18 INCHES SECTION 307.7 7. PLACEMENT/SPACING OF ELECTRICAL OUTLETS: ABOVE THE FLOOR.UPC SECTION 504.1. A) GENERAL:OUTLETS SHALL BE INSTALLED 50 THAT NO POINT 12. PROVIDE UFER GROUND WITH BOND TO GAS AND WATER LINES.<E230-8> S. PRESSURE TEMPERATURE RELIEF VALVES SHALL TERMINATE OUTSIDE THE A) A MINIMUM 30'xS0'ATTIC ACCESS. -0PB BBUT70NELL v°i ELECT SWITCH PROJECSMANAGER ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 13. ALL BRANCH CIRCUITS TINT SUPPLY 125-VOLT,SINGLE-PHASE,15 OR 20 AMPERE BUILDING WITHIN 8 TO 24 INCHES OF THE GROUND AND POINTING DOWN. B) A MINIMUM WOO'AND 24'WIDE OR SIZE OF 8 FEET FROM AN OUTLET IN THAT SPACE,INCLUDING ANY RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOM$$SHALL BE PROTECTED SUCH DRAIN MAY TERMINATE AT OTHER APPROVED LOCATIONS.UPC SECT.608.5. EQUIP. WNICHfl'ER IS GREATER,PASSAGEWAY SMOKE LIGHT FIXTURE DESIGNER WALL SPACE 2 FEET OR MORE IN WIDTH MO THE WALL By qN ARC-FAULT CIRCUIT IFITERRUPIER.1998 NEC 210-12(b). TO TIH�FURNACE AND CONTROLS. Qsa DETECTOR WALL MOUNTED SD• SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS,BUT 7. CLEANOUiS SHALL BE PLACED INSIDE THE BUILDING NEAR THE CONNECTKNH EXCLUDING SLIDING PANELS IN EXTERIOR WALLS.N.E.C.210-52(c). 14. PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BETWEEN THE BUILDING DRAIN AND THE BUILDING SEWER OR INSTALLED OUTSIDE C) THE FURNACE SHALL BE LOCATED NOT MORE Q JUINCD�TION �. IX�NTUFNTDITFUANREM DATE THE BATHROOM RECEPTACLE OUTLETS.SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THE BUILDING AT THE LOWER END OF THE BUILDING DRAIN AND EXTENDED TO THAN 20 FEET FROM THE ATTIC ACCESS. LIGHT COMBO. 5-2,-04 B) KITCHEN COUNTER TOPS: RECEPTACLE OUTLETS SHALL BE 1999 NEC 210-11(c)(3). GRADE. UPC SECTION 719.1. D) A LEVEL WORKING PLATFORM 30 INCHES IN DEPTH 1/2 DUPLEX OUTLET INSTALLED AT EACH COUNTER SPADE 12 INCHES OR WIDER, J N RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG 15. OUTLET tK1%6 OR FITTINGS INSTALLED AS REQUIRED BY SECTION 370-23 SHALL 8E 8. CAS PIPING SHALL NOT BE INSTALLED IN OR ON GROUND UNDER A BUILDING. IN FRONT OF THE ENTIRE FIREBOX SIDE. HOi HALF HOT �NTTFl LIRE 04-03 THE WALL LINE IS MORE THAN!24 INCHES FROM A RECEPTACLE PERMITTED TO SUPPORT FIXTURES WEIGHT 50 US.OR LESS. A FIXTURE THAT WEIGHS UPC SECTION 1211.3. E) A PERMANENT ELECTRIC OUTIE'T.A LIGHT DUPLEX OUTLET OUTLET IN THAT SPACE. ISLAND AND PENINSULAR COUNTER TOPS MORE THAN 50 lB.SHALL BE SUPPORTED INDEPENT OF THE OUTLET BOX UNLESS 12 INCHES DR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE THE OUTLET BOX IS LISTED FOR THE WEIGHT TO VBE SUPPORTED.1999 NEC 410-15. 9. PROVIDE BONDING FROM COLD TO HOT WATER PIPING TO COMPLY WITH FIXTURE CONTROLLED BY A SWITCH LOCATED AT THERMOSTAT SHEET FOR EACH FOUR FEET OF COUNTER TOP.COUNTER TOP SPACES F L 0 I L E S AC D T NO P01 NEC SECTION 250-80. THE ATTIC ACCESS AND A FUEL GAS STUB SHALL �i 220`• 220LVVOOL OUTLET OT WALL MOUNTED SEPARATED BY RANGE TOPS�REFRIGERAMRS,OR SINKS SHALL NG TIHE FLOOR LINE OIF ANY WALL SPACE IS MORE THAN 6 FEET HORIZONTALLY 10.NO DOMESTIC DISHWASHER SHALL BE CONNECTED TO A DRAINAGE SYSTEM OR BE PROVIDED AT XfR NEAR THE FURNACE. BE CONSIDERED AN SEPARA COUNTER TOP SPACES. M AN ELECTF6CAL OUTI£T PER CEC 210-52(a)1. FOOD WASTE DISPOSER WITHOUT THE USE OF AN APPROVED DISHWASHER ARGAP S. DOMESTIC CLOTHES DRYER SHALL BE PROVIDED WITH A MIN. IMP DUPLEX OUTLET -( KEY CAS VALVE KEY RECEPTACLES ON KITCHEN COUNTER SHALL BE STARTED WITHIN 24' fITTING.UPC SECTION B07.4. 4 INCH DIAMETER EXHAUST DUCT AND TERMINATE OUTSIDE THE GFI WATERPROOF R C A OF THE WALL OR COON EDGE AND SPACED NOT MORE THAN 20-AMP��II,,EECTRICAL CIRCUIT SHALL BE PROVIDED IN THE LAUNDRY AREA PER BUILDING AND SWI..I BE EOUIPPED WITH BACK-DRAFT DAMPERS. GROUND FAULT48'O.C..N.E.C.210-52 c) 210-11(c)(2).THiSCIRCUIT SHALL HAVE NO OTHER OUTETS. 11.IN SHOWERS AND TUB-SHDWER COMBINATIONS,CONTROL VALVES MUST BE THE MAX TOTALVERTICAI AND HORIZONTAL LENGTH SHILL NOR �•F.G. FUEL DAISC) BATHROUMS:AT LEAST ONE WALL RECEPTACLE OUTLET STALL BE HE KITCHEN TWD OR MORE )�AMPERE SMAL.4-APPLIANCE BRANCH CRCUR SHALL ® PRESSURE BMANCED OR THERMOSTATIC MI%LNG VALVES.UPC SECT.420.0. EXCEED THE 14 FT.INCLUDING TW0 90 DEGREE ELBOWS.<M0908,0504> AFC MC-FAULT +H.B. WATER HDSE BIB INSTALLED IN THE BATHROOM ADJACENT TO EACH BASIN LOCATION. PROVIDED PER CEC 210-11(c 1 h 210-52 c. CIRCUIT INTERRUPTERN.EC.210-52(d) NRCHEN AND BATHROOM FAUCETS WITH A MAXIMUM FLOW RATE of 22 GALLONS ® 8. VENTING SYSTEMS SHALL TERMINATE NOT LESS THAN FOUR FEET HORIZONTALLY COLD WATER D) HALLWAYS:HALLWAYS 10 FEET OR MORE IN LENGTH NALL HAVE ETEXPER CERC 2AN50_E BCTRK:RANGES SHALL HAVE A 4-WIRE GROUNDED ELECTRICAL PER MINUTE PER CPC 402.8. FROM,AND NOT LESS TITAN ONE FOOT ABOVE A DOOR AN OPENABLE WINDOW G.F.I. DUPLEX FAULT +C.W. LOCATION SHEET. OF: AT LEAST ONE RECEPTACLE OUTLET.N.E.C.2LENGT11 h OR A GRAVITY AR INLET INTO A BUILDING.2000 UM BD6.8. GROUND FAULT CAD FILE:2750 M C) MUHL LF ------- Lo C) C) 7 04 BATH 2 04 (7) IL c) DINING STUCCO STONE VENEER r �5� W/SRCCO 0/3X4 WD MR cc TRIM-TYP. of c)(X) Z., 0 CL M. BATH ;-j 04 0 E 04 Lu STONE 3X4 VD )12 I � - 9,-0"OLD. W-ONCLG. CARPET bi ;jl� x o GARAG FENCE TE DRIIIIII31 8'-6"SOFFIT ------------------- 2030FX Rc IE VENEER ------------- w CO D/3X4 V CARPING r- > y %liulcl, L-----------------tl V-0,OLD. -------- STUCCO S", CARPEr STUCCO POTSHELF STUCCO STONE VENEER 2 2 SLOP TO DRAIN W.P. MEMBRANE YCO 0/3X4 WD SEE EXT.ELEV. Lo CONC WAX' BY OTHERS -------- -- ------------j I F5 -STUCCO SHELF c() z 2'-6- 6- SLOPE TO DRAIN W.P.MEMBRANE SEE EXT.ELEV. < 5'-4- 3'-0' -1. 2 16'-2' w cc It > 14'-44- 12'-0' w 13'-2- 20'-4' L ir I NOTE:REFER TO CIVIL AND LANDSCAPE 35'-0' DWGS.BY OTHERS,FOR ALL DRfVRAYS z FENCES.AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET RC-4.1 FOR L NOTES AND DIMENSIONS. UPPER FLOOR PLAN LOWER FLOOR PLAN ADDITIONA cl) n. Lij r----- ------- 1 CID 0 to ---------- --- c cm SM 2 0 < Z LL LLJ _j ;D DININ (D cr Z c/) MOLDED ui POLYURETHANE TRI 'HENNIS' ORMAPOPYROVED EQUAL. z M�QQ 0 0 SEE EXT ELEV. -Al M. BATH a) D ui 2! CARPET LG' CUG TILE GAW @) LLCI L 0 FENCE-VERIFY C CLCJ C <LOCATION&LANDSCAPE NIL 0 DRAWINGS a- Z X --------------------- Lu 8'-6"soFFrr W LU w > z L------------------ 0 Lu Z < E14 im I - �e Lu _j __�__!030 FX CUG. $2 CARPET < -------- \_4- _.j co _j THIN BRICK VENEER 0 SEE EXT.ELEV. BRICK VENEER W/ X ITIM IMIT1.11M. C8,ME_E ­8­8 1.­- STUCCO POTSHELF BRICK VENEER CAP _'T Ay..1­1 1 Lo _Ej.. SLOPE TO DRAIN SEE EXT.ELEV. �L N".!�.�'T'AT.�� _TYP W.P.MEMBRANE SEE EXT.BETEV. WALK BY OTHERS CONC. c\l L-----------j----------- BRICK VENEER 6� -STUCCO SHELF PROJECT MANAGER IN ER 2'-6* 2'-6- SLOP TO DRAIN ENEER W.P.E CK V MEMBRANE 3D, SEE EXT.ELEV. 3,C). BRICK 3-3j. 3.-0. _TYP. SEE EXT.ELEV. DESIGNER t��% � 3'-0' 4 6'-7- 16'-2* 2'-W� $D. 14-41' V_t DATE 12'-0' 13'-2' 20'-4' 5-21-04 NOTE:ROPER TO.1 AND Z JOB NO. 36'-0' FENCES,AND rHERS,FOR ALL DR SWAYS, 04-03 SIDEWALK LOCATIONS. < SHEET REFER TO BASE P SHEET RC-4.1 FOR ADDITIONAL NOTES DEMOSION1, UPPER FLOOR PLAN LOWER FLOOR PLAN RC— 4.3 ADDENDA FLOOR PLANS - SCALE: 1/4" = 1'-0" SHEET: OF: DO NOT SCALE PRINTS GAD FILE:2750A3 � o 0 N N p> V r O o c 0 U Z �v o N U W x O = �= G co d 4 � > m Z Y � O � � j ¢ � w o: a o a _ g Z W r----- ------------� 0_ Al U) --- -- � i I , tllw- Z LL BATH IL�� i of Q U w DINING o Z O O i < 1 o I� � W a MOLDED V/ I I •� POLYURERi4NE V' a TRIM BY'HED EQUAL O O a OR APPROVED IS" IBDRM. 1 sBE EST ELEV. _ M. BATH I i`� - I a W > B'-O c. GApA/�� 0 I CARPET LC. i I \\ I - I 9'-D"CL'c 70.E 3Y1 LLj FENCE-VE/RIFY W O W li �:Dlz;x I \\ LAN •�'1 0 -- DRAWINGS Z 1 II " ❑ j \\ I� ❑ IL c J W W ------------------- w 1 1 2030 FX 1 4050 ss �^ I 6'-S'SOFFIT \J I ! I ' W F Q -- I ------------ W Z ___L_ ® \ zo3o FK q I I \ SSTUCEE ELEV."ER I P J. o a GUVING O Y rui w I I ---- _—�J Ev ' CARPET LG cl w U Z ` — O _______ ____ ___ ---- �./ iN I I I 2-6 2'-6' ;xo o`�EAsvdoP 1 STUCCO POTSHELF I SNCCO STONE VENEER QT—ED. oxco SLOPE TO DRAIN ( SEE E%f.ELEV. A i W.P.MEMBRANE I C NC. WAY ^' s SEE E%T.ELEV. CDNCWALK. `V °.u.°no_ o BY OTHERS "'Osroo o"ownF* BY O7HER5 PROJECT MANAGER -----------1--------- -- - ". ,r' 8'O' SD. 3•_31• 6'-T 6'-T 1'-11' 16-2 2 3 • DESIGNER 2 5'-4' 3'-0' 6'-0- 3'-0' -- DATE Ta'-aj' TZ._O. r-6 13'2' zo'-a 5-21-04 NOTE:REFER TO CIVIL AND LANDSCAPE Z JOB 0 03 35'-0' _. FENCES,MDWGS.BY ID SEDEWALKRLOCATIOALL NS�AYS. HEET SHEET UPPER FLOOR PLAN REFER TO BASE PLAN SHEET RC-4.1 FOR LOWER FLOOR PLAN ADDRIONAL NOTES AND DIMENSIONS. J /LL RC- 4.3A ADDENDA FLOOR PLANS SCALE: 1/4" _ -0" SHEET: OF: DO NOT SCALE PRINTS CAD FILE:2750A3A 12'-6' 1. STAIR CONSTRUCTION SHALL COMPLY WITH CBC TABLE O O 15 TREADS O 10'Fil NO.1B A&B AND CHAPTER 10. T O 2. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED TO SUPPORT A 300 POUND CONCENTRATED LOAD PLACED IN A POSITION WOULD CAUSE STRINGERS SCNALL BE DESIGNED FORM THE UNIFOR�MNTaR yr O DESIGN LOAD SET FORTH IN CBC TABLE NO.15A. 1 3. BALCONY,GUARD AND HANDRAILS SHALL BE DESIGNED TO m RESIST 20 LOS.LIAR OF LITERAL LOAD PER LINEAL FOOT WHEN p� N APPLIED AT RIGHT ANGLES TO THE TOP RAIL GUARD& HANDRAILS MUST BE ABLE TO SUPPORT AT LEAST 200 LBS. (, O APPLIED AT ANY POINT ON THE RAIL FROM ANY DIRECTION. N 0 CBC TABLE N0.16B. 4. THE TOP OF GUARDRAILS SHALL BE NOT LESS TH4N 3B' V T O IN HEIGHT. 1 0) ..." C 3 0 5. PROVIDE STRINGERS IN CONCEALED SPACES BETWEEN i O cd ,y STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND SEIFEEN STUDS ALONG AND S LINE WITH RUN OF CLG,LINE_—_—_ CLG.LINE "C Wb HANDRAIL STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. - - ------ - - - - ------------------- — U 0 CBC SECTION 706.2.1.3. 12 cc 3 s I� 6. THESE PLANS AND SECTIONS ARE DRAWN AS A DESIGN 7 TOOL TO ASSIST THE SUB-CONTRACTOR IN THE CARPET C/ i''' PREPARATION OF THEIR SHOP DRAWINGS.THESE SHOP 0 V TREAOS PflOVIDE 5/8'TYPE'X' DRAWINGS ARE TO BE APPROVED BY THE OWNER AND c Y &1 'RISERS GYP.BD.THROUGHOUT LOCAL BUILDING OFFICIAL.THESE PLANS SHOULD ALSO 12 ER N V d �CL � 0/1/!2X12 ACCESSIBLE SIDE OF STAIRS BE SUBMITTED TO THE ARCHITECT FOR HIS RENEW FOR STRINGERS I 11HR CONST.1 THE GENERAL CONFORMANCE WITH THE DESIGN CONCEPT - m m OF THE PROJECT,PRIOR TO CONSTRUCTION. 7 N W 7. SUB-CONTRACTOR TO HELD VERIFY ALL CONDITIONS PRIOR TO THE FABRICATIONS OF STAIRS.HANDRAILS, TRUSSES BY OTHERS A C�k AND GUARDRAILS. TRUSSES BY OTHERS _ 3RD FLOOR LINE 3R0 FLOOR LINE I �/ �O B. STAIRWAY HANDRAILS: a. MAXIMUM RISE OF 8(7•1 INCHES/4 INCHES MINIMUM TOP PIATE_UNE _ _ ^S O __ TOP PLATE LINE C AND MINIMUM RUN(TREAD)OF 9(11•)INCHES. BLOWN INSULATION AT _ C 9 (•IF NOT PRIVATE STAIRWAY OR O.U1b) CEILING-TYP. CD CBC SECTION 1003.3.3.6. b. MINIMUM WIDTH OF 36 INCHES(OCCUPANT LOAD<50) i j 1/2'COX DRYWALL ) j I ) c. MINIMUM HEADROOM OF 6 FEET B INCHES. AT CEILING-TYP. 13 C.B.C.SECTION 1DO3.3.3.4. i ® —J CD d. ENCLOSED USABLE SPACE UNDER STAIRWAY REQUIRES ONE-HOUR CONSTRUCTION ON ENCLOSED SIDE. 9. STAIRWAY HANDRAILS: w BDRM. 2 M. BDRM. a WpppplL a. PROVIDE CONTINUOUS HANDRAIL FOR STAIRWAYS WITH 2 1/2'GYP,BD. u MORE RISERS 4 OR MORE RISERS IN DWEWNG UNITS AT WALL-TYP. 11' AND GROUP�M'OCCUPANCIES. GATT INSULATION BBATT INSULATION AT HANDRAIL SHALL BE 34 AND 38 INCHES ABOVE THE AT WALLS-TYP. GARAGE ONLY-1YP. I } S' o CBCINSECTION 1OD3.3.3.6.OF TREADS. LINDOR LINE — 2ND FLOOR LINE m m j e 1 'IT 0/ � TOP PUTE LINE'.� 1 1/8'TREADS I ( c. HANDRAIL SHALL BE CONTINUOUS THE FULL LENGTH OF TOP PLATE LIVE_ -__ O o o &1/2'RISERS I 1` THE STAIRS AND,EXCEPT FOR PRIVATE STAIRWAYS,AT 0/3-2X12 i LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTION i.0 STRINGERS OF THE STAIR RUN NOT LESS THAN 12'BEYOND THE TOP ■ 'TYPE'X'GYP.BD.FOR 1 HR.CONST. COATS AND BOTTOM 5[8 RISER. AAsS PER U.S.C.302.4 EXC.3,SHALL BE INSTALLED ON WALLS AND COUNGS ADJACENT d. INTERMEDIATE Bl�USTERS ON OPEN SIDES SHALL BE --- li g011P ORTNGPACE AND ALL WALLS HORIZONTALTION PC OFSTHE 10 SPACED SO A 4 SPHERE CANNOT PASS THROUGH. MAXIMUM 6'SPHERE AT THE TRIANGULAR SPACE FORMED CD BY THE RISER AND TREAD. II ONE HOUR OCCUPANCY SEPERATION. Z Y C.B.C.SECTION 509.3. p DEN/OPT. ° _O PROVIDE 5HR TYPE'X' a THE HANDGRIP PORT ON OF HANDRAIL SHALL BE NOT BDRM. 5 PWDR. ° GARAGE cn GYP.BD.THROUGHOUT NAL ACCESSIBLE SIDE OF STAIfl8 LESS THAN 1-1/2 INCHES NCR MORE THAN 2 INCHES ul 11HR CONST.) iui C.B.C. b1003.3.3.filON. L J I I. RETURN HANDRAIL TO NEWEL POST OR WALL. C.B.C.SECTION 1003.3.3.6. 1ST FLOOR& w H 12 .I 15f FLOOR LINE ® _- CONC.CURL Q Q CD -. 12'-6' — - 15 TREADS 0 10'FA y STAIR SECTION 1 SCALE: 3/8" _ -0" B Z w O 2 o z t J TRUSSES BY OTHERS ! U O CLG.LINE CLG UNE CLO.LINE_—_ _ _ _ ---- _ _ ----_ -----------—------—_—_—_—_-- CLG.LINE Z U_ BLOWN INSULATION AT ~ J LU CEILING-TYP. --_ 12 (,� \1/2'CDX DRYWALL 7 12 j �7 L. Q 0AT DOLING-TrP. 0P R f— Z_ s PE m m W TRUSSES BY OTHERS TRUSSES BYOTHERS ; a) 3RD FLOOR LINE _3RD FLOOR LINE 3RD FLOOR LINE _ 3RD BOOR LINE * O O TOP PLATE UNE_ _ _ , TOP PLATE LINE TOP PLATE LINE r ------ ___—_—___—_ TOP PLATE LINE Q BLOWN INSULATION AT °I _ CEILING-TYP U , ICI -� I CW 1/2-COX DRYWALL ill I G 0 W O UJ AT CEILING-TYP. !I Q ZIL T OC LAUNDRY I BDRM. 4 HALL BATH 2 jL BAT mI ® z x W 1/2'GYP.BD. --1/2'GYP.BD. J AT WALL-TYP. o AT WALL-TYP. W BATT INSULATION - W AT WALLS-TYP. in I —BAIT INSULATION J 2ND FLOOR LINE AT WALLS-TYP. 2ND FLOOR UNE 2ND FLOOR LINE 2ND FLOOR UNE W 7 Z TOP PLATE LINE _ TOP PLATE LINE TOP PLA LINE_ _ _ TOP PLATE LINE W J ! Z — Q cn E e ARE 1 PANTRY q PWDR/OPT. ~ PAIT­.A. cW TCHE m BATH 3 FAMILY i � DINING ENTRY LIVING a cwTs ^FT M - PROJECT MANAGER 1ST FLOOR LINES . _11-1 FLOOR LINE 1ST FLOOR LINE- - I ' 1ST-OOR DESIGDNEft PROVIDE 5/8'TYPE'X' — — SD. V GYP.BD.THROUGHOUT DATE ACCESSIBLE SIDE OF STAIRS 11HR CONST.1 5-21-04 JOBC A 04 0- 3 SHEET FOR STRUCTURAL INFO.NOT SHOWN J SEE STRUTURAL DRAWINGS R C- 4.4 SECTIONS SCALE: 1/4" = -0" SHEET; OF: CAD FILE:275OA4 0 0 r o CD PROVIDEEp0g1IEEA,I ��2N•z16•G.I. .✓ 0 TIC ATTI�UCTUR�AL PTIANS ASSUMED F.A.M._ 20 SD.IN.EA O N v O - 24.1f12•G.I METAL HALF ROUNp DORMERL LIVER I U r RESISTANTW IRE/MESH OPEN GN(C01/410N- i I ROOF AREA'B' BELOW � Q� C 'C B J'-DM24S.OR EOUN. 000 (I�� SLOPE-7:12 v 0 (125 SQ.IN.FREE ARFA) I T cd •N I 1 ROOF AREA'C' BELOW /� T I -LINE OF OF WALL BELOW C O- SLOPE- .Fr. RIDGE SHOWN DASHED O O !A •` 250 90.FT. r---------------7 CO O CQ. 'LOW PROFILE'CONC.TILE 4/'X12'G.I.METALREEN((GABLE LOUVER VENT N (•� E WIRE MESH OPEML`C �47 R615TAM ROOF"EAGLE'ICONIC.DER-4660 BUG N W I CLASS'K 0 30 FELT 0/ 'C k J'-LV1412 OR EQUN.(70 SO.IN.FREE AREA) I ROOF SHEATHING �/ 4 j CIA.UNE — _ SLOPE-7:12 I BELOW 6 I 12 }� — a0a 9Q.FT. 5 0 CD i 2 �7 CD i PROVIDE 22X30•VENTILATION 1 N CUT-OUT "� 7 2 = «---- J_-- I IN ROOF SHEATHING BELOW FRAMING m m m FOR ATTIC ACCESS AND AT ITIC VENTILATION ---STUCCO 0 2%12 -- - - _Typ. io / FOAM BAND-TYP. CONTROL PROVIDE(8W1 1/2'x16'G.L- I Q-- -� -� 3RD FLOOR LINE JOINT-TYP. 3RD Fl.00R LRIE SCREENED VE VENTS I _ ®PORCH AREA 71 4�i '� ,gyp/ _ _— ASSUMEDp1FEAMp.CA= N L---- ----J SLOP5:1E BELOW TOP PLATE LINE_ —_ _ __. —_ _ _ —_—_— __—_—_ TOP PLATE DNE 20IICNL P�NS _—_ _ _ _ _ _—_— — . m 1_ 'r&3 0. m SHUTTERS W/ -T BLOCKS BEHIND-1YP. —MOLDED POLYURETHANE 16 o TRIM BY'HENNIS" a CD ® m OR APPROVED EQUAL 4'-11' 4' SEE EXr ELEV. �y Z Y ROOF PLAN LEGEND ATTIC VENT REQUIREMENTS: CONTROL 12 12 STUCCO 0 2%8 0 5 JOINT-1YP. / Tn m 8 INDICATES 7 :12 SLOPE/DIRECTION ROOF AREA'A• ROOF AREA'B" ROOF AREA'C' ROOF AREA'D' 2ND FLOOR LINE 5 5 SHAPED FOAM TRIM 2ND mi UNE W ATTIC AREA. 608 SQ.FT. 496 SO.FT. 250 SOFT. 157 SQ.Fr. - - --- ----------- ------- � 7 INDICATES 5 :12 SLOPE/DIRECTION TOP PLATE LINE W PROVIDED: ((USE 1/300-HIGH U LOW ((USE 1/300-HIGH A LOW (USE,/150) (USE 1/150) EC 50R REQUIRED AT UPPER 50X REQUIRED AT UPPER INDICATES LOWER DORMER VENT STUCCO 0 2X8 � W/REQUIRED INSECT SCREEN. 1/3 OF ROOF AREA) 1/3 OF ROOF AREA) FOAM TRIVAT HEAD r a GABLE VENT(S) SQ.IN. 0 SQ.IN. 140 Sq.IN. SO.IN. -T'P. III 1 i 1 2 -O PROVIDED: (0 GABLE VENT(S) GABLE VENT(5) (2 GABLE VENT S) (( GABLE VENT(S) STUCCO 0 1%3�'- - f T 0 S0.IN.) AT 0 S0.IN.) AT 70 Sq.IN.S AT so.IN.) FOAM TRIVAT JAMB C _ DORMER VENT(S). 250 Sp.IN. 1 SQ.IN. 125 SO.IN. SO.IN. -�• 11F +2' +0 ROOF PLAN NOTES PROVIDED:(HIGH) (2 DORMER V) (S) ((1 DORMR VrS) (1 DORMER VENr(S) ( DORMER VENTS) p 9 1'-6'%5'-0' ' AT 125 SO.IN. AT 125 SO.IN. AT 125 SO.IN. AT SO.IN. STUCCO 0 2X4 SHUTTERS w/2X4 1. SEE GENERAL NOTES FOR ROOF NOTES. ) ) ) ) a FOAM TRr/AT JAMB Z. CD C +0' +2' ' BLOCKS BEf9ND-TYP. CD UPPER PROVIDED: 250 SO.IN. 125 SO.IN. SDAN. SQ.IN. -TYP, I I, � Z W 2. OVERHANGS: AT SAVE CONDRIONS, UPPER REQUIRED: 145 SQ.IN. 119 SQ.IN. SQ,IN. SQ.IN. ( C UNLESS NOTED E CONDITI L NL NOTERO OTHERWISE +4' +4• N SAVE VENT(S), SQ,IN. 140 SQ.IN. SQ.IN. 1 SQ.IN. O PROVIDED:(LOW) VE VENT(S) EAVE VENTS) SAVE VENTS) EAVE VENTS) 1ST FLOOR DNE _.__ 1ST FLOOR 11NE `Oco 3. SEE DETAIL 1/01 FOR EAVE BLOCK 7 20 Sq.IN.)) A7 20 SQ.IN.)) A7 SQ.IN.)) AT 20 SQ.IN - —-—- - -—-—--- -—- - - - - - - - - - - - VENT LOWER VENTS DORMER VENT(5). Sp.IN. �SQ.IN. SQ.IN. SQ.IN. PROVIDED:( 1 DORMER VENTS) ALT.VENT S) ALT.VENTS) ALT.VENTS) ---G.I STUCCO SCREED-TYP. STUCCO 0/1X4 /, Z �• 4.PER C.B.C.SEC.1505.3-PROVIDE A NET FREE AT 125 SD.INJ AT 0 SQ.IT{L) T SQ.IN.) 7 S0.INJ FOAM TRIM AT HEAD 19 STUCCO OVER FLAT LEFT 'J VENTILATING AREA OF NOT LESS THAN 1/3DO OF LOWER PROVIDED: 205 SQ.IN. 140 Sq.IN. SO.IN. 160 Sq.IN. &SILL-TYR. CD 2X FURRING-TYP. N C THE AREA 0 THE SPACE THEI REQUIRED PROVIDED LOWER REQUIRED: 145 SQ.IN. 119 SO.IN. SQ.IN. 151 SQAN. G AT LEAST 50 PERCENT OF THE REQUIRED VENTI- ' + O Q LOCAT AREA H PROVIDED TI VENTILATORS V Z I� LOCATED IN THE UPPER PORTION OF THE SPACE TOTAL PROVIDED: 455 SO.IN. 265 SO.IN. 265 SO.IN. 160 SO.IN. TO BE VENTILATED VENTS) LEAST 3 FEET ABOVE TOTAL REQUIRED: 290 SQAN. 238 SQ.IN. 240 SQ.IN. 151 SQ.IN. EAVE OR CORNICE VENTS) W U J ROOF PLAN SCALE: 1/8" = 1'-0 c CLG_LINE_—_—-----—_—_—.. —_—_—_—_—_—_--OLD.IJ$ 4'-11' 4'-11' Lu 'LAW PROFILE!CONC.TILE ® ® 14 1 2 1 2 CROOF LASS•FA'�'0 70E'FELT Ol/60 DEco.EDAM PIPE Cp O O ROOF SHEATHING C / m m SOFFIT m ♦A 5 n - FSMACICO 2X6 ® 12 12 ARCHED- REC�Ew li ¢ V�J > c +2 5� _ _ �j U +C n 2X5 WOOD FASCIA AND 12 2X8 WOOD FASCIA AND _ 0 5 �� BARGE BD. TYP. BARGE BD.-TYP. 3RD FLOOR LINE ___-_�� i_ -3RD FLOOR DNE W W .TOP PLATE _ ' _—_ _ _ TOP PLATE DNE — — -- — „ Q z = a 4 I ` Y AT H w srucca o/-,w. c 2° MOLDED SHUTTER W/2%4 1 4 CD Z V5 X 2' 7" 1'-6 - POLYURETHANE BLOCKS BE ND-ttP. UJ W I TRIM BY VENNIS' C TIT C -1;8' J 0 OR APPROVED EQUAL +• 1'-6'%8'-4' W SEE IXT ELEV. STUCCO-TYP. TYp, 1 lE P, Y SHUTTERS W/2X4 G B o I BLOCKS BEHIND-7VP. W Z Z / 0 5TL1 OI -}-2" +Q' FSTUCCOOAM TRIF1 2%TYP. W ® m C m SLOPE To DRAIN O Q W Z -12 STUCCO PoTSHELF ,5 O J V 5 ___ __ W/SHAPED F1)M CD +O v +2 n •1 G.I.WALL FLASHING-TYP. NO FLOOR-DNE — —_—_—_— —__--_—--_-_ —_ _ _2N0 FlAOR DNE w/STUCCO 0/ Lo o s".°boa q"us TOP PLATE DNE TOP PLATE LINET.A ° gE H."'.'. p1"°�"E" - - - ----- +2 ----- -- ADDRESS LIGHT 1_ a"r".E, ,.I"'6EHP o4""A 6"X5' ,0• rl +0' N s,um°° oz°°. ..AM:ens. SHUTTERS w/2X4 +2* EM STUCCO 0/2X �� BLACKS B ND-ttP. +Q• ��TR� ��, ---_�_____�-S�m FOAM TRIM PROJECT MANAGER 1 +4 +4" I/c\ / �,[/�G\ �} STUCCO-TYP. SD. CV DESIGNER +0' ro Q - SD. DATE s7ucco avER Fur 20 5-21-04 +2' iV' 1._ FLOOR a: 2X FURS 04-03 15f- JOB NO. FIAOR LINE _—_— — _- - __+Z•_—_ +2• I _ — CONC_CURB LINE j. SHEET sfUCCA POTSHELF 15 18'X7'SECT.GAR.DR. a. --- -� ENLARGED PARTIAL ENTRY 2X FURRING TT. W,mcco Q0/ �D FRONT LT - RC- 4.5 EXTERIOR ELEVATIONS FINISH GRADE VARIES,SEE CIVIL ENGINEERS NOTE;REFER TO PUN FOR SCALE: 1/4" = 1 -0" PLANS FOR FINAL GRADE AND SITE DRAINAGE ADDITIONAL NOTES AND DIMENSIONS SHEET: OF: CAD FILE:2750A5 0 0 r o 0 6 y N V O ... A— N O V r O o c lQ .y is p 14•X12•G.I.METAL GABLE LOUVER VENT 0o O Q• W/BUG SCREEN((CORROSION-RESISTANT N V STUCCO 0/1X4 FOAM TRIM WIRE MESH OPEN'C OF 1/4 TYP •C 4 J•-LV1412 OR EQUN.(70 SQ.IN.FREE AREA) N C W CLC.LME CLG.LINE-_ .� ^ Q T i I I 1 I I m I I m m I I I e I / STUCCO 0/T H FOAM BANG-'TYP. -—- FOAM TRIMAT HEN _ _-_—- t _ -0 FLOOR -3RO FLOOR UNE.I 3R UNE 7Y- P. _ -� TOP MATE UNE TOP PUTS DNE _—_—_—_—_—_—___ —_ CONTROL P. JOINT-1Y . } m '-0 STUCCO0/IX3'� 'SITU 5 W/2X4 FOAM TRIM AT JAMB BLOCKS BEHIND-TYP. !. -TYP.STUCCO e / m ® WI FOAM TRW AT SILL Z Y -TYP. CONTROL Q ¢ 12 JORJf-TYP. 2ND FLOOR UNE + 2ND FLOOR UNE — w _—___ PLATE UN TOP PLATE UNE ®a _—_—_—._— _ _—_—_—_—_ TOP—_—_E CCS i w � CONTROL m < c JOINT-TYP. 0 '-0 MANABLOC PANEL LOCATION -- -� VERIFY W/PLUMBING DRAWING } _____________________ __ _.. ____ _ _ ___ _________________ m STUCCO OVER FLAT VERIFY METER o 2X FURRING-TYP. LOCATIONS WITH •X3' m -0• (n J UTILITY COMPANIES SHUTTERS W/2X4 +4• +0• J W BLOCKS B ND-TYP. �L L c 4'-2•_- o O C CONC�CLgRB _VERIFY_ - - a __- _ ___ - - co 0 1ST FLOOR UNE_I VERIFY FENCE LOCATION Z En } SEE LANDSCAPE DRAWING CONC.STOOPRIGHT < N J TOP ANC N AIR VENTS C U D BOTTOM Z LL Q U J ® F— Z CLG.UNE —_— __—_—_—_ _ __ —.. CLG.UNE (n .. W ® O o 1 a DECO.FOAM PIPE Dp V � > 12 io 12 �?1 3RD FLOOR UNE .. �S 3R0 FLDOR UNE v (JJ O W TOP MATE UNE _ _ _— _—_—_�_�_—_—_ TOP PLATE_IJ 0 P Z EL STUCCO 0 2X8 FOTRI�AT HEN Z (n x W Q J W 1_g•Xg�• LU SHUTTERS W/2X4 9 Z e TE P. BLOCKS B ND-TYP.a O uj Y L m / (Lu J ® FDASTU TRY TR�M ATXSILL < � J v Z CONTROL CONTROL -n'P O JOINT-TYP. JOINT-TYP. 2ND FLOOR UNE _—- 2ND FLOOR UNE g/•� "D :u c le TOP PLATE LINE —_—_ _—___ __—_ _—_ ___ TOP PLATE UNE V/ c`H�o w""."A T,exy oA°.n'wnooii TIV STUCCO D/2X8 (V s*DDD D °`o FOAM TRIM AT HEAD TYP, w -TYRSTUCCO 5 / CD PROJECT MANAGER FOAM TRIM AT JAMB ' SD. _TYP o TEMP. 6 DESIGNER o TYP. sL pp SD. STUCCO 0_/2X4 ;�� - DATE --- FOAM TRW AT SILL R---T T--T 7 '.� 5-21-04 _Typ, CONTROL CD `, -Y JOB NO. I �( JOINT-TYP, 1 ST BOOR UNE I/ \I_ ___ I - ___ __ _—_ 15f FL00R UIf IL.I6'I'``•-.- 04-D`� SHEET CONDENSER UNIT LOCATION CONC.STOOP REAR RC- 4.5A EXTERIOR ELEVATIONS FINISH GRADE VARIES,SEE CIVIL ENGINEERS NOTE:REFER TO MAN A FOR SCALE: 1/4" PLANS FOR FlNAL GRADE AND SITE DRAINAGE ADDITIONAL NOTES AND DIMENSIONS SHEET: OF: CAD FILE:2750l5A i 7lF� (D 7 r O NN� --- CRREEENED(1EAVE VEI jg16"G.I. OATTK1 AREAI /STRUCTUTUJ PiANs 20N�SQN �,24'X12"G.I METAL HALF ROUND DORMER i O LOUVER VENT W/BUG SCREEN((CORROSION- RESISTANT WIRE MESH OPENG DF 1/4") I I N 'C A J'-DM24S.OR EQUN. (125 SQ.IN.FREE AREA) ROOF AREA'B' BELOW 4 I SLAB SQR. N .� I I 'C U 'E 0 BELOW -- CD i SLOPE-ROOF 7:12 I RIDGE LINE OF OF WALL SHOWN DASHED BELOW 3 {Q 25D SILFT. C Q I JI UT CONC.TILE 00 C c� I---- I ROOF"EAGLE'I.C.B.O.#ER-4680 14'X12"G.I.METAL WILE LOWER VENT N U ^ E I 10 I CLASS"A"0/30#FELT 0/ W/BUG SCREEN(CORROSION-RESISTANT N L. W ROOF SHEATHING 'CWIRAE J�-EDLV1�Y OR OF 1/41 SQ.IN.FREE AREA) G CID 1 STUCCO 0/1X4 FOAM TRIM _ - TYR. _—_—_—_—_—_—_—_ _ —_—_—_CLG.UNE _ x 0 C ROOF AREA'A' BELOW 1 BELOW/ S CLG LINE__ —_—_— - - CD p � SLOPE-7:12 I BELOW 6 Jp11' j, 1 C 8G9 90.1T. i 12 CD IL l i 12 CD ------PROVIDE SHEATHING G BELOW F CUT-OUT �7 I I J d IN ROOF SHEATHING BELOW FRAMING m l T FOR-TYR Z. TIC ACCESS AND ATTIC VENTILATION i m 12 m j 12 PROVIDE r6 1 1//2'x16"G.I. 1 `r ---�- 7I SCREENED' VE VENTS 7 __ _ 0 PORC�Hp�ARLEpACp��� , STUCCO / CONTROL - -1�3R0 FLOOR LANE FOAM BrWO 11W. JOINTROYP. HEEL TRUSS 3RD F1AOR UNE C ORROI UCTIIRAL P1AN4 I i I ROOF AREA b' BELOW TOP PLATE LANE___ _ —-—- - - _ TOP PLATE UNE rp/ _ o_ fSSUMED FAA.- L--- ----� SLOPE-5:12 20 SQ.IN.E0. 1TS79QFT. _ _—_ —_ —___—_ — ® ® ® 1SHU'-6'X3' m TTQTS W/2X4 BLOCKS BEHIND-TYP. i ROOF PLAN LEGEND ATTIC VENT REQUIREMENTS: i 1 1 a, o 4,-9p. 4�-g1. 1 INDICATES 7 :12 SLOPE/DIRECTION ROOF AREA'A' ROOF AREA'B" ROOF AREA'C" ROOF AREA ATTIC AREA: 606 SQ.FT. 496 Q.FT. 250 SQ.FT. 157 SQ.FT. MOLDED HANE 12 +O" 12 Z Y v� TRIM BY -_- REQUIRED AT UPPER /X R UIRED AT UPPER —_—_ JOIM M _ _—_—_—'�__ -0R APPROVED EQUALB +0' 6 _—_ _ _—_—_—_� �i INDICATES INDICATES DU INSECT SCREEN.SLOPE/DIRECTION PROVIDED:M(S) U3E((OppF RO�O�AREA)()W �E(Op LE VENi(S> (2__L4GABL IVENT((S)N. ____4/__SQ IN. 2ND FLOOR UNE 2TOP PLATE UNE O w A GABLE T 0 S0.IN.) ALU T 0 Sq.INJ AT 70 SQ IN.) AT 48 SQ.IN.) TOP PLATE LINE —_—___—_ — —- +2 - -—- W DORMER VENT(S). 250 SO.IN. 1 SQ.IN. 125 SQ.IN. Sq.IN. < ROOF PLAN NOTES PROVIDED:(HI(H) Tz DORMER VENTS) (1 DORMER VINf(S) (1 DORMER VENT(5) ( DORMER VENT(5) 6 e 1. SEE GENERAL NOTES FOR ROOF NOTES. AT 125 Sp.IN.) AT 125 SQ.IN.) AT 125 Sp.IN.) AT SQ.IN.) n UPPER PROVIDED: 250 SQ.IN. 125 SQ.IN. SQ.IN. SQ.IN. ! 1 T } 2. OVERHANGS: AT EAVE CONDITIONS, UPPER REQUIRED: 145 SQ.IN. 119 Sq.IN. SQ.IN. _SQ.IN. NOTED OTHENWISf:7 AT RAKE CONDITIOONS S NOTED OTHERWISE) ��VENT(S). SO.IN. SQ.IN. SO.IN. SO.IN. p -p• w EAVE VED:(LOW) 4 EAVE VENTS) LAVE VENT 5) EAVE VENTS) 8 SAVE VENT S) 3. SEE DETAIL 1/Di FOR EAVE BLOCK AT 20 S0.IN. AT 20 S0.IN AT 50.IN.) AT 20 SQ.IN.) m L W VENT LOWER VENTS DORMER VENT(5). 125 Sq.IN. 0 SQ.IN. Sq.IN, SO IN, C PROVIDED:(LOW) 1 DORMER VENTS) ALOE.VENT(5) ALE YENT(S) T. VFNT(S) O L 4.PER C.B.C.SEC.1505.3-PROVIDE A NET FREE T 12A 5 50.IN.) TA 0 SQ.IN.) AT Sq.IN.) AT Sq.IN.) O VENTILATING AREA OF NOT LESS THAN 1/3DO OF LOWER PROVIDED: 205 SQ.IN. 140 SQ.IN. SOJN. 166 SO.IN. LJDo THE AREA OF THE SPACE VENTILATED,PROVIDED LOWER REQUIRED: 145 SQ.IN. 119 SO.IN. Sp.IN. 151 Sq.IN. 1ST FLOOR UNE _ __ �_ _ __ _ - +2' c' 1ST FlAOUN AT LEAST 50 PERCENT OF THE REQUIRED VENTI- --- LATING AREA IS PROVIDED BY VENTILATORS J LOCATED IN THE UPPER PORTION OF THE SPACE TOTAL PROVIDED: 455 SQ.IN. 265 SQ.IN. 265 SQ.IN. 168 SQ.IN. G.I STUCCO SCREED-TYP. STUCCO 0/2X4 MOLDED LEFT Z Ln } TO BE VENTILATED(AT LEAST 3 FEET ABOVE TOTAL REQUIRED: 290 SQ.IN. 238 SQ.IN. 240 SQ.IN. 151 SQ.IN. FOAM 7PoM SURROUND POLYURETHANE (V J EAVE OR CORNICE VENTS) -TYR TRIM BY"HENNIS' v C OR By EQUAL L ROOF PLAN SCALE: 1/8" = 1'-0 U Z Q ~ uj J < 0 z CIG.UNE —_ —_—_—_—_—_—_ _—_ UG.UNE +0 - - - - - - ® ® W MOLDED RUT CONC.TILE V/ POLYURETHANE ROOF'EAGLE'I.C.B.O.8 4660 O Q TRIM BY APPROVED EQUAL CUSS'A'0/30/FELT 0/ 12 OR APPROVED EQUAL ROOF SHEATHING m 7 m' co co (/� 12 12 Q W ; .....(..... + .... 2XBBAR WOOD FASCIA AND ® 7� 7 U _ O p BARGE BD.-PP. 0 BRICK VENEER 2XB WOOD FASCIA AND v L STUCCO 0/2X6�— 3RD FLOOR UNE HEEL TRUSS -�. 3RD FLOOR U<V BARGE BD.-TYP. LU O N O FOAMTPo --------o__ --- Ll.l I +n n P PLATE _ _ __ _ — _- _ ____.__ TOP PLATE UNE,N O -0' AT H _ AT HEADE STUCCO 0/2X6 Z c SHUTTERS W/2X4 FOAM TRIM-TYP. z X L 5 1' BLOCKS BEHIND-TYP. /� ' i t! STUCCO IV 2X4 .. D gg''XX55 1 u FOAM nl2TRI AT SILL ® SHI TITERS W//2X4 W 4. 3 BLOCKS BEI{INO-TYP. 7 Z 3 2 T ((ui j ATTIC VENTW/BUG SG.I.METAL aCR EN ® 14 CID P C m j +O UJ (46 SQ.IN.VENT AREA EA.) ® Y J TYR CD M Q Z m I +Q" G.I.WALL PUSHING-ttP. 12 12 5 m 1 STUCCO POTSHELF 16 -" 'J m CD O 'f .2ND FLOOR UNE _ 51 / ._ _ —_— ---- --- —__-- _—�N� o"o�.'" coPMr o T"To ee _ _ 2ND FLOOR ­.11 I III ay TOP_PLATE LINE —_—_— ____ .. _ —_ _ _ TOP PLATE UNE "wryIA wno"rnn°c9 pV'iauo ry t STUCCO 0 2X6 ADDRESS LIGHT ''IIp FOAM TRIV-TYP. N ... _ STUCCO Q/.8 FOAM TRIM SH &-0" PROJECT MANAGER D T4ip. ICI ICI �' STUCCO-TYR SD, 1 DESIGNER +2" w CII�'� �I `� DATE STUCCO-TYP. —_ _ _ - —_ - - ����lullul iol ��BRICK VENEER rJ-`l1-04 BRICK VENE I"' �� 1ST FLOOR A- 1 2 { J B 03 ISST ROtki UNE �I ©I! CONC_CURB UNE CD VENEER 04-03 Im= o� �' Ig'llA`{ < SHEET ENLARGED PARTIAL ENTRY cD STUCCOPOTSH0.F ,BX7'BEDT.GAR.DFL FRONT RC— 4.6 EXTERIOR ELEVATIONS PFINISHLANS GRADE VARIES,SEEN ENGINEERS NOTE REFER TO PUN"A'FOR TSCALE: 1�4 = 1 PUNS FOR FlNAL GRADE AND SffE DRAINAGE ADDITIONAL NOTES AND DIMENSIONS $HEETi OF: CAD FILE--2750AB A. O O r O O N � N Cb I*- y N v O i N Cl) (j r O 3 O 0 o co 'm cc p 3ar -14'X12'G.I.METAL GABLE LOUVER VENT N o d W//BUG SCREEN((CORROSION-RESISTANT V STUCCO 0/1X4 FOAM TRIM-- WIRE MESH OPEN'G OF 1/4'1 (V W _TYP 'C 6:J'-LV7412 OR EOUN.(7b S0.IN.FREE AREA) CLLL LINE--_.—_— __ _—_—_—_—_—_y� _ J— — _—_—_— ____—_CLG.UNE _ o I C I d 12 ® ® io 12 FOAM BAN6 2X12 3RD FLOOR LANE HEEL TRUSS 3RD FLOOR UN : TOP PLATE LINE —_ _ CONTROL TOP PLATE UN`1 JOINT-TIP. m STUCCO 0/2X4 ® ® FOAM TRIM SURROUND ��I ® ® I BLOCK R5 W 2X4 BLOCKS BE ND-TIP. CONTROL `� ¢ — - — r 2 a o <2ND FLOOR LINE2N0 FLOOR UNE LLI TOP PLATE UNE �' _—_._ _ _TOP PLATE UNE ___{_- —_—_—__ W g CONTROL ® ® � ® 0 0 JOINT-IYP. MARPBLOC PANEL LOCATION m VERIFY W PLUMBING DRAWING --------------------- --------------- - VERIFY METER �i w tt LOCATIONS WITH ap (n UTILITY COMPANIES 1'-8-X3'-0' +4' +0' J SHUTTERS W[2X4 L LLB i BLOCKS BEHINDX4 ---'k 1ST FLOOR III t47 ERIFY N S O O IST I CURB 15f FLOOR UNE VERIFY FENCE LOCATION \\ L Lc) J SEE LANDSCAPE DRAWING �� 74DUSTION AIR VENTS RIGHT a c TOP AND BOTTOM v Z LL Q ~ J UNE _—_— — _—_—_—_— —_—_---— ..— CLG_UJK uj (n p o U W ,2 12 — o L-D FLOOR LINE _ —_ 7� —_ 17---__-_ _—___—_ JRD FLOOR LINE W O W TOP PLATE LINE __ _ _ _ __ —_ TOP PLAN UNE .�, 0 _ ? as STUCCO 0/2X6 C FOAM TRIM AT HEAD ®TYR Npli® ® , < J W W v W SHUTTERS W/2X4 NH J z Z b, BLOCKS BEH1N0-ttP. c ® ® w O Y Z Q ®� Q Lu Z STUCCO 0Typ ./2X4 FOAM TRITJ AT SILL CONTROL ' CONTROL �g JOINT-TIP. O JOINT-TIP. STUCCO POTSH 2N0 FLOOR UNE ce.EYsxo Sr`xefx rx�cM°x.aww 2ND FLOOR LINE ------—-—'F sSxoEAci • ee a 4o ee TOP PUTS LINE _—_—_ _—_ ___ TOP PLATE UNE A °�A °rrEwo'pNOr"a"`"`. 1_ SNCCO 0/2X4 PROJECT MANAGER EDAM TPoM SURROUND 1 SD. -TYR TEMP. } DESIGNER m SD. LEI DATE j�it j�iI - 5-21-04 ON JOB NO. JOINT-TYP. 04-03 1ST FLOOR-N :QS FLOOR LINE SHEET UNIT LOCATION CONC.STDOP�� REAR (L. RC- 4.6A EXTERIOR ELEVATIONS FINISH GRADE VARIES,SEE CMS ENGINEERS NOTE:REFER T PLAN FOR SCALE: 1/4" = 1 -0' PLANS FOR FINAL GRADE CI SITE DRAINAGE ADDITIONAL REF ROTES AND DIMENSIONS SHEET: OF: CAD FILE:2750A6A 0 0 0 7 C:) D 19t PROVIDE(111 1 1,2'x16'G.I. Or) SCREENED ESAAVE VEENTS 0 ATTIC AREA CIA 74— �1 J LIMED FA.M.= V o 1 20 SO.IN.FA N 0) 21ml ,G.I METAL HALF ROUNpp DORMER LOANER VENT W/BUG SCROIU16 CORROSION 1 1 V r o RESISTANT WIRE MESH OPEN G bOF 1/47 I I @ J"-DM24S.OR EQUN. I ROOF AREA"B' BELOW 3 0) C •1125 SO.IN.FREE AREA) I 0 I 406E SOFT O CC 'fn I I ROOF AREA'C' BELOW l 1 Q CD I LINE OF OF WALL BELOW 2X4 7PoY 0 (/� N SLOPE-7:12 RIDGE SHOWN DASHED v r aff. SURRWND co I r---------------7 CE I FAT CONC.TILE 1W/BUGGSC E N(CORROSION REST AM N (� c -----------� I ROOF'EAGLE'I.C.B.O. ER-4680 WIRE MESH OPEN' Of 1/41 N C W I I CLASS'A'C/301 FELT 0/ 17 HARDIPANEL-B'VERDCAL SIDING b J'-LV1412 OR EpUN.(70 S0.IN.FREE AREA) G _0 I 1 ROOF SHEATHING CD zX3 TRIM W/G.I.FiASH'G /'� C LINE (IYP.) CLG.LINE - X ROOF AREA'A' BELOW 1 CD 1 CD ____—- ._ __- ___ _ 12 10'-5' �t9 i C SLOPE-7:12 1 BELOW BELOW I I On BUT. 12 11 � L .I 1 7 ww'' t� V l CD - CD wyn o�y I t2 m ---�' PROVIDE 22'X30'VENTILATION CUT-OUT m 7� L---- _ - _ IN ROOF SHEATHING BELOW FRAMING ' FOR ATTIC ACCESS AND ATTIC VENTILATION ��• I I PROVIDE B2�1 i 2'x16'G.I. - - -s F 3RD FLOOR LINE 3RD FLOOR UtJE J — SCREENED LIVE TUTS I �`" � rt ---- --- - TOP PLATE LINE OCp PORCH EARLEpACpT1�N : � i ROOF AREA'D' BELOW TOP PLATE LINE _ Y _ `. •„ /OSTRUCTUITAL FLATUS Aw SLIMED F.AM•= L-_-- SLOPE-5:12 20 SQ.IN.EA ----J 167 60.FT, m m m 1'-6'XS'-0' SHUTTERS W/2X4 BLOCKS BEHIND-TYP. �i co m � STUCCO 0/4XIO Z Y ATTIC VENT REQUIREMENTS: SHAPED FOAM TRIM- O ROOF PUN LEGEND CONTROL I 1 JOINT-TYP. INDICATES 7 02 SLOPE/DIRECTION ROOF AREA'A' ROOF AREA'B" ROOF AREA'C' ROOF AREA b' 2ND FLOOR_LINE : -I -—- —- -—-2ND ii ATTI • PRO AREA: / _ 808 SQ.Ff. 498 SQ.FT, 250 SO.FF. 157 SQ.FT. TOP PLATE UNE_ _—_--._—__-_ _-..-_--_— STUCCO 0-2%8 _. _ 4' _ ' —_TAP PLATE LINE Q g INDICATES LOUVER DORMER VENT 1 3 OF ROOF AREA) 1/3 OF ROOF AREA) _ Fvani + HEADER --- INDICATES 5 12 SLOPE/DIRECTION PROVIDED: ((USE 1/300-HIGH t LOW ((USE 1/300-HIGH 3 LOW (USE 1/150) (USE 1/150) - - w JU 50x REWIRED AT UPPER SOX REQUIRED AT UPPER I SHAPED TRIM < W/REQUIRED INSECT SCREEN. +0, EE 0 VENT() _SO.IN. 0 SQ.IN. 140 SOJN. SG.IN. PROdOED: S GABLE VENTS) (O GABLE VENTS) (2 GABLE VENTT(S) ( GABLE VENTS) __ STUCCO 0/1X3 2 '� 2 +O' T 0 S0.IN.) AT 0 SQ.IN.) AT 70 SQ.IN.) AT SQ.IN.) FOAM TRIM AT JAMB DORMER VENTS). 250 SO.IN. 1 SQ.IN. 1 SQJN. SO.IN. - c i t -0• Q a ROOF PLAN NOTES PROVIDED:(HIGH) (2 DORMER VENTS) (1 DORMER VENTS) 1 DORMER VENTS) (( DORMER VENTS) A7 125 50.IN.) AT 125 SQ.IN.) AT 125 Sq.IN.) AT S0.IN.) O1 ! 12 m 1.SEE GENERAL NOTES FOR ROOF NOTE& m �--- UPPER PROVIDED: 250 SQ.IN. 125 SQ.IN. SOJN. SQ.IN. STUCCO O/FIAT y13 +5 -Z L 1 2. OVERHANGS: Ai EAVE CONDITIONS, UPPER REQUIRED: 145 SO.IN. 119 SO.IN. SO.IN. SO.IN. 0/2%4 FtNM iRIM �� O •SS NOTED ,Sr -TYP. �II�� t4 _ _ _ -(O NOTED OTHCERWI�SEO)NS EAVE VEM((S. SO.IN, 1 Sp.IN. SQ.IN. SO.IN. 1ST IN FLOOR_U_NE ____ _ ______ __ u _ - 1ST UNE _ PROVIDED:(LOW) SAVE VENTS) EAVE VENTS) EAVE VENTS) LIVE VENTS) ___ _ _ -— 3. SEE DETAIL 1/p1 FOR SAVE BLOCK T 20 S0.IN. AT 20 S0.IN. AT S0.IN. T 20 S0.NT VENT LOWER VENTS DORMER VENT(S). 125 Sp.IN. SQ.IN. SO.IN. IN, Z U) ' FRONDED:(LOW) 1 DORMER VENTS) ALT.VENTS) ALT.VENT(S) ALT.VENTS) 9.1 STUCCO SCREED-TYP. 2'-0' 2'0' J 4.PER C.B.C.SEC.1505.3-PROVIDE A NET FREE T 12N.) TN.) AT Sp.IN.) IN.) STUCCO 0/3X4 ---- LEFT Q N VENTILATING AREA OF NOT LE55 THAN 1/300 OF LOWER PROVIDED: 205 SQ.IN. 140 SDAN. SO.IN. 180 SO.IN. FOAM iR1M W� cC THE AREA OF THE SPACE VFTITRATEO,PROVIDED LOWER REQUIRED: 145 SO.IN. 119 SQ.IN. —SQ. 151 Sq.IN. SNCCD STONE VENEER L AT LEAST 50 PERCENT OF THE REQUIRED VENTI- -ttP. STUCCO 0/2%TEMP REO ) O Q LATING AREA IS PROVIDED BY VENTILATORS FOAM TRIM 0 TOP 6 V LL LOCATED IN THE UPPER PORTION OF THE SPACE TOTAL PROVIDED: 455 SQ.IN• 265 SO.RI. 28.5 SQ.IN. 160 SO.IN. STUCCO 0/IX4 g BOTT.12'-TYP. Z TO BE VENTILATED(AT LEAST 3 FEET ABOVE TOTAL REQUIRED: 280 SO.IN. 23B SQ.IN. 240 Sq.IN. 151 Sp.IN. FOAM TRIM w - EAVE OR CORNICE VENTS) Q ' U J 0 ROOF PLAN SCALE: 1/8" = 1'-0„ -HARDI-"SHINGLESID'G' z CLG.UNE_— -- --------- ------------- '-- --OM-UNE_� 17 � I- � OUTL00KBR Cp V J 2X4 KICKER FAT CONC.TILE W/2X8 fl4Gf BD.-TYP.ROOF'EAGLE'I.C.B.O.+4050 -'� O O CLASS'A'0/�FELT 0/ _ --- ROOF SHATHINC PH. %/8 TPoM HARDPAREL-B'VERTICAL SING Ai HG .' W'/2%3 TRIM W/G.I.RASH'C '^ . m (TYP•) V J 12 12 1 Lu 2XB WOOD FASCIA AND /� C Q BARGE BD.-TYP. 2XB MOOD FASCM AND v L 2X4 TRIM v ' WOE BD.-TYP. 3RD FLOOR UNE —_—_—_—_ AT_JWIB_—_ _ _ _ _ _ _ _ _JRD FIAOR UNE � O W / UNE r _ �-' TOP PLATE UNE O SHAPED F6AM TPoM T HFADE __________ _____________ // STUCCO 0 2X6 2 SSTUCCOHAPED F6AAIXTRIM Z x .� ,HU7rERS W X4 ETYP., p 1 .9'IYP. W /W\ w SHUTTERS W 2X4 D CD BLOCKS BEMNO-ttP. CD � 1'-6'%5'-O' � Z STUCCO�� TEMP, SHUTTERS W_/2X4 Z O/2X4 FOAfA�TRIM 3 O1 ® TA•P• a• a SOCKS BEnH�IND-ttP. O Y (W - m 14 ® STUCCO POTSHELF CD U U) J `+ z CD 2 O C.I.WALL FLASHING-TYP.. 12 � \\ 1 1 I FIAT 2X3 0/2%4 4 TRIM AT SILL_ _ 2ND FLOOR UNE oeM°" a�UEa« a HARDIPAREL-B"VERTCAL SIDING 2ND FLOOR UNE / _ ! 'I_ _—_—_—_—_— ___ _-_— —_—_ —_—_—_�j, „cai"'F"u'.e"r "viu" aa8°r"ro"°E W//P22X3 7FIN W/G.I.FIASH'G TOP PLATE UIQ _ _-_ y __ TOP PLATE LINE `0*""a Crr ) - -—-—- I rnaoa �"E w"'TPu�F€2�4'"ad4�"u�o _ _ ADDRESS LIGHT ^' •"6 ANTO 01-1MVB#i,a'�c AaaEae. STUCCO O 2X8 - 5'R1CCo o//z `V pAroa°o:r.A,a"Au" FOAM 1RI�-TYP. SHAPED Fd4A �- ❑❑EE'_❑1 HE 7i=l E� STUCCO-Tflir PROJECT MANAGER ❑❑ �� tt SD. BLOCKS BE ND-ttP. r +0' w -it t -- DESIGNER LJ❑I SHOCKERS W 2%4 0 III❑I� � '� SD. DATE Imo' STUCCO sCO STONE,o/�ENEESM �M Z 5-21 N04 STUCCO SfgNE VENEER W/ e _ _ _ _ _ 0 0 IL_J'.071 1 u�0 II--. - IM-IYP. STUCCO 0/3X4 FOAM 7PoM-TYR. 1ST FLOOR& 04-03 155 15C FLOOR_UFE _.__�,�_ _ _ _ —_ _ _ _ © CONC_CURB UNNNN 3 4 CD CD SHEET 107'SECT.GAR.DR. J FRONT RC- 4.7 EXTERIOR ELEVATIONS FINISH GRAPE VARIES,SEE CIVIL ENGINEERS NOTE REFER TO P PN OR SCALE: 1/4" = 1 PLANS FOR FINAL GRADE AND SITE DRAINAGE ADDTOONAL NOTES AND DIMENSIONS SHEET: OF: CM FILE 275OA7 P • o 0 _ W) o 0 � et N N V o N (7) CD U o o co 'N eo p 3cc 20 TRIM SURROUND o O /A 14'X12"G.I.METAL GABLE LOUVER VENT N U V C W BUG SCREEN CORROSION-RESISTANT G RE MESH OPEN' OF 1/4; (V W 'C h J"-LV1412 OR EQUIV.( SO.IN.FREE AREA) 2%6 TRIM W/HEAD u O C G.G.LINE A HEAD CLG.LINE _ /�T —_—__.-_ - _ _—_—_—_--_—_..-_—___—_—_— 1� —_—_—_—____—_—_-......_.-_—..—_— 1�'-U6T'T%E4�'SW 2%4 C BLOCKS BEND-TVP. 10,_5• FLAT 2X3 0(2X4 12 1 TRIM AT SILL (�] 7� j v 7 I m D FLOOR LINE 3RD FL.Oat UNE 3R ,�Ti— - TOP PMTE UNE //_ _ LOP PLATE UNE _—_—' SHAPED FOAAIT6RIM TRIM JOINT�TYP. G%3 FLASHING m • > -TYR SR%:CO 0/iX4�- 1'-6"X4'-O- FOAM TRIM AT JAMB _TYR SHUTTERS W/2X4 �I �I o BLOCKS ND-TYP. S�lC(�0/FLAT 2X3� m 0/2X4 FQ4A TRIM I ® U)-TP. Z x 12 I CONTROL i.. c) J1�2ND FLOOR UNE 2ND F D UN TOP PUTE UNE_— — — "h- _ _ __—___- —___— _TOP PLATE UNE r --- CONTROL------ Q I JOINT-1YP. m M4oBLOC PANEL LOGITION -- VERIFY W/PLUMBING DRAWING _____.._____ _______ ___ _ ____ ___ ____ __ ___ C] c a W LOCAI TIONS WffH io I'-GNS-D' (A URUTY COMPANIES SHUTTERS W/2X4 +4" +0• 7 W BLACKS BEHIND-TYP. L o O O 4' 1ST FLOOR k _ _ _ _ _ _-- _ -— VERIFY iv 1ST FLOOR UN COF1C.CURB UNE n _ _ VERIFY FENCE LOCATION RIGHT Z J ) SEE LANDSCAPE DRAWING LONG STOOP N _ -14'1(B'COMBUSTION NR VENTS 2 TOP AND BOTTOM ` v Z U. Q ~ uj J < z CLJi._UNE _—__ _—___— —_—_—_—_—_---.—_ _ _ ---—_—__.___—_ CLG.LINE_.� W U) ® 4X6 OUTLOOK. O 0 W/2%4 BA KICKER /2%6 BACK BD.-TYP. m HARDIPANEL-5"VERTICAL SIDING 17 m STUCCO O 2X6 (1Y W/P?}%3 TRIM W/G.I.nAsN'G CD U W SHAD TRIM 12 12 2X6 WOOD FASCIA AND 5` 0 3RD FLOOR UNE —5L 5 BARGE BD.-TYP. 3RD FLOOR LIN�� LLI O w TOP PLATE LINE _________ ____ TOP PLATE_UN O - - ___ Z Q, Z Xw C J Lu LU BLOCKSHUITERI W//214 Z BLOCKS BEf{INO-TYP. IYP. .I W Z o a Q ' I�1 �� m Y W 0/2X4?bAM TRIMX3 ® U J U Z TYR 16 CONTROL O CONTROL SNCCO POTSHELF JOINT-TYP. w L2.FLOOR LINEJOINT-IYP. CD — 2ND FlAOR_UHE ,u, „o TOP .n PLATE UNE —_—_—-—_ -—_—_ __.__ __-_ TOP PLATE LINE nin>" *"�` ---- --'--- ---- - STUCCO O/2X8 cm :��6,nPronv WE` o�YNxo SHAPED FBOPAMM TRIM 2' -TYP o s . j T-'L ' PROJECT MANAGER SD. TEMP, STUCCO 1%4 DESIGNER FOAMYR 0./AT JIMB o+ SD. m DATE --a --T ! 5-21-04 JOB N0. I1ST FLOOR LINE ��\�I I�X� UST FLOOR U SHEEETET �t,1IIp 04-03 CONDENSER / UNIT LOCATION CONIC.STOOP REAR /,LL RC- 4.7A EXTERIOR ELEVATIONS FlNISH GRADE VAPoES,SEE CML ENGINEERS NOTE REFER TO PLAN FOR SCALE: 1/4" = 1 -0" PLANS FOR FINAL GRADE AND SITE DRNWE ADDITIONAL NOTES AND DIMENSIONS SHEET: OF: CAD FILE:275OA7A��pp^ �F•1'1 't it�+)� 0 0 T 0 C> 1 CD ( ) r---- ---1 PROVIDEEBIEAVE 1 Y%18'G.I. cn OARAREA 04 ASAIE LOcm Q SUMEDCNFFUR.AM1 PLANS N 24'X72'0.1 METAL HALF ROUN DORMER LOUVER VENT W/BUG SCREEN CORROSION- T RESISTANT WIRE MESH EQUIV. F 1/41 'C SI J'-DM24S.OR EQUN. I ROOF AREA'B' BELOW �j .... (125 SO.IN.FREE AREA) I I SLOB Q BUT. cc c° ROOF AREA'C' BELOW I D I LINE OF OF WALL BELOW O Q ,W SLOPE-7:12 RIDGE SHOWN OF 250 SQ.R. I r------ CL ---------1 C-4 Q E I 'LOW PROFILE'COMIC.TILE 14'1I12'G.I.METAL CABIE LOWER VENT (V (•, W STUCCO 0/1X4 FOAM TRIM BUG SCREEN(CORROSION-RESISTAM I------------ I ROOF'EAGLE'I.C.B.O.p ER-4660 ryp, WIRE MESH OPEN' Oi 1 4 CLASS'A'0/30�FELT 0/ 'C 4 J'-LV1412 OR EQU.( SQ.IN.FREE AREA) ���/// ROOF SHEATHING X 0 a C UNE A7; C I I CL.G LINE_ �-—�- 2 4 I 2 1'-8"X4'-O' �� C ROOF AREA'A' BELOW I BELOW CD SHUTTERS W/2X4 1 6 CD BLOCKS B ND-ttP. SLOPE-7:12 I BELOW I 7 508 SOFT. I 5 Q CD J ,- D BARGE BD. _ 2X8 W00 l L TYR 12 T - 1. ---- PROVIDE 22'%30'VENTILATION CUT-OUT m 71 22 ---'� IN ROOF SHEATHING BELOW FRAMING FOR ATTIC ACCESS AND ATTIC VENTILATION li ` L_-- -- _--- CONTROL STUCCO 0/2X12 PRONDE_{81,1 1/2'x18"G.I. I e_ y FLOOR LINE JOINT-TYP. FOAM BAND-TYR. 3RD FLOOR UNE SCREEN VE NTS I _—____ ... _—_ __ _—_—_—_—_—_—_—._ ��AREA�G�B II II ROOF AREA'D' BELOW TOP PITE LJNE_ TOP PUTS IJNE LAMED FAM.a L____ _---_1 SLOPE-5:12 e co 20 SQ.IN.EA 167 SOFT. r SHUTTERS W/2X4 BLOCKS BEnH�IND-IYP. a ® - 0. 0/XB fOAMiPoM N Z x ATTIC VENT REQUIREMENTS: CONTROL i� k HEM—TYP. O ¢ ROOF PLAN LEGEND JOINT—TYP, INDICATES 7 :12 SLOPE/DIRECTION ROOF AREA A' RDOF AREA B ROOF AREA'C' ROOF AREA D' 2ND FLOOR UNE 9 ----'— 2ND��LINE W G .. _—_— i _ TOP PLATE UNE ATTIC AREA: 608 SO.FT. 496 SQ.FT. 250 SQ.FT. 157 SQ.FT. TOP PLATE UNE_ _ ___ ______ _—___—_—_—---_—_ _— - ._ __—_— —_—__ _ __— INOICATES 5 12 SLOPE/DIRECTION PROVIDED: USE 1/300-HIGH D AT @ LOW (USE 1/300-HIGH 3 LOW (USE 1/150) (USE 1/15O) - — -- HEADER p ` INDICATES LOUVER DORMER VENT 1/3 OF ROOFAREA) 1/3 1/3 OF ROOF AT UPPER � W/REQUIRED INSECT SCREEN. GABLE VEM(S) SO.IN. 0 SQ.IN. 140 SO,IN. SQ.IN. PROVIDED: (0 GABLE VEM(S) GABLE VENT(5) (2 GABLE VENT(S) (( GABLE VENT(S) AT 0 SQ.IN,) AT 0 S0.INJ AT 70 S0.RA.) AT SO.IN.) 2 +0 y DORMER VENf(S). 250 SC.IN. 1 SO.IN. SC.IN. SQ.IN. o LW ! o ROOF PUN NOTES PROVIDED: HIGH) (2 DORMER VENT(5) (1 DORMER VENf(S) 1 DORMER VEM(5) DORMER VENf(S) ' , ( AT 125 50.D7.) AT 125 SO.IN.) T 125 SQ.IN.) AT S0.IN.) O1 io ED0 L I 0 m �J (n 1.SEE GENERAL NOTES FOR ROOF NOTES. Z W UPPER PROVIDED: 250 CAN. 125 SO.IN. S0 N. SO.IN. 2. OVERHANGS: AT FAVE CONDITIONS, UPPER REQUIRED: 145 SO.IN. 119 SOIN. So. SQ.IN. h O -(GNLESS NO OTHERWISE) AT ED CONDITIONS SAVE yENT(S). SQ.IN. 4 SO.IN. SQ.IN, 160 Sq.IN. -- — O J ( ��' ! 1ST Fl RUNE DO _ NOTED OTHERWISE PRONGED:(LOW) 4 EAVE 71N.S) VE VENT(S) EAVE VENTS) le—�rSS) 1ST FLOOR LINE __—_—_ _—_— 3. SEE DETAIL 1/DI FOR EAVE BLOCK T 20 SQ.IN.)) AT 20 SQ.IN.)) T 5G.IN.J) AT 20 SO.IN.) —-—- -—-—-—- —--- VENT LOWER VENTS DORMER VE S. I.IN. SO.IN. SQ.IN. IN. to PROVIDED:(L RMER VENT -T.VENTS) ALT.VENi(S) ALT.VENTS C.I STUCCO SCREED-TYP. STUCCO 0/2X4 STUCCO 0/2%4/ SHUTTERS W 2X44 N J_ 4.PER C.B.C.SEC.1505Z-PROVIDE A NET FREE T 125 SQ.IN.) AT .) T S0.IN.) AT S0.IN.) FOAM TRW AT JAMB FOAM TRIM LEFT BLOCKS BEND-IYP. c VENTILATING AREA OF NOT LESS THAN 1//30G OF LOWER PROVIDED: 205 SQ.IN. 140 SQ.IN. S0.IN. 160 SO.IN. &BILL-TP. MOLDED THE AREA OF THE SPACE VENTILATED,PkWIDED LOWER REQUIRED: 145 SO.IN. 119 SQ.IN. SQ.IN. 151 SO.IN. V AT LEAST 50 PERCENT OF THE REQUIRED VENTI- POLYUREIHNJE Q EATING AREA IS PRONGED BY VENTILATORS TRIM BY'HENNIS' Z u- LOCATED IN THE UPPER PORTION OF THE SPACE TOTAL PROVIDED: 455 SQ.IN. 265 SO.IN. 265 SOAN. 160 SCAN. OR APPROVED EQUAL TO BE VENTILATED(AT LEAST 3 FEET ABOVE TOTAL REQUIRED: 290 90,IN. 238 SQ.IN. 240 CAN. 151 SQ.IN. SEE EXT ELEV. 'LOW PROFILE'COMIC.TILE LAVE OR CORNICE VENTS) ~ W ROOF'EAGLE'I.C.B.O.F ER -4B60 J CLASS A'0/30�FELT 0/ (� RODE SHEATHING Q 0 ROOF PLAN SCALE: 1/8" = 1'-0° CLC. ui UNE °C 9 CLD.LINE _—_—_ _—__..__—_—_—_—_—_—.____—_ —_—_— —_—_—_.._ _—_—_ ® ® U z 2X8 WOOD BARGE BD. O -�' =I 3i STUCCO STONE VENEER m 11P ® 12 - STUCCO 0/FLAT 2X3 O/ U W > 2X5 WOOD FASCIA 5�- _ - _ _ 2X8 FOAM TRIM AT ( Q • — CCO 1-.FLAT 2X4 �J �ruwAwx 12 HEAD-IYP. CV -- L.DFLOOR UNE ._—_ _ _—_—._.—_—._ 0 HFaD_—TypTRIM _ _ _ _ _ _—_—_ __ _—3RD FLOOR LINE W O L jJ ¢ TOP PLATE _ � OP PTE LIE Q Q _ _—_— T LAN— a - AT HEADER - - Z v w _ _ 1'-B'XS'-0' I;n W 1'-8'%3'-O' —_ _ ° !' BLOCKS BEHIND TP. ^ W SHUTTERS W// BLOCKS BEHND-IYP. Z +0. o ® TEMP. _ w O v W J °0 CDD ® - _ / STUCCO POTSHELF C� Q rn J 2 +0. 3=X8 FG4LI�TRIM%4 _ S _ " _ _ F�OACMCIORIL( 3XJ4NAB _TYP D FASCIA v' V ' MOLDED 2!A LOOR UNE 5 - - _ _ _ E "2 AT k SILL-TP. 2ND FLOOR UNE ,^ 5'"�n"a`p r ------- ------ YJ w o'AooS�Bl"'ROE. POLYllRETHARE —_�___..__—_ TOP PITS UNE rYa��°En e°deven nor ^Y I TRIM BY'HENNIS' TOP PLATE LINE _—_—_—_—_—__-_—-- TRIM ___ _ __..- f ,{�I�,'ari. OR BY EQUAL ___-_-._ - _ __�— ADDRESS LIGHT `y�ry10°p.'F{"Ro SEE EXT ELEV. c. xenuwso, O ..0/FLAT 2X3 0/ z°oa 2X8 FOAM TRIM AT PROJECT MANAGER 1'-B'XS'-0'� - HEM sHIJrrERs w zx4 I � HE I SD. BLOCKS EO ND-TYP. - 2 � � DESIGNER SD. STUCCO 3X4 �3 DATE FOAM ` 5-21-04 STUCCO STONE VENEER - - _ U©� I�I; n 7 - UN TYP. - - 1ST FLOOR& JOB N _ _ —� _— —__._GONG CURB E�;i, � .11r�� Q D4ET -.`_ -- -- - --- 1ST 7T, SHEET ENLARGED PARTIAL ENTRY cD ,6X7 SECT.CAR.DR. FRONT RC— 4.8 EXTERIOR ELEVATIONS FINISH FOR F VARIES,SEE CML ENGINEERS NOTE:REFER TO PIAN'A'FOR I i SCALE: 1/4" = 1 -0" PUNS FOR FlNAI.GRME AND SITE DRAINAGE MDITIONAL NOTES AND DIMENSIONS SHEET: OF: CM FILE:2750AB gg o r o o U o N N N O) V r r-> 0 0 � "us U '5 cc 0 co c � 14 12-G.I.METAL GABLE LOUVER VE CL NT N U A C W/BUG SCREEN(CORROSION-RESISTANT V c STUCCO 0/1%4 FOAM TRIM- WIRE MESH OPEN' OF 1 4 TYP.d J'-LV1412 OR EQUk(7b SO.IN.FREE AREA) N C LLI CLG.LINE x O CLG.LNE_______ _ _ _L— —_ _ _�_—_—__.__ _ —- _ cc C I i� 12 m m 17 m I' -STUCCO 0/2%12 I. io FOAM BAN -TYP. STUCCO 1..RAT 2%3O II 3RD FLOOR LME 8 HEAD_TV TRM 3RD FLOOR UNE TOP PLATE UNE TOP PLATE UNE - ----- � CONTROL —- - - JOINT-TYP. i � m I STUCCO 0 2 FOAM GI/AT JAMB%4 1'-8'X4'-A' B SILL-TYP. BLOCKS BEHINDX . ?' a ® Z x JOINT- ffw 2ND FLOOR LINE - �_ I NO FLOOR UNE � w� 5 TOP PLATE UNE _ —_—_— —_ _— —_—_—_— __._—_—_—_—_ _TOP PLATE UNE_ W k �CONTRA < o JOINT-TYP, i " CATION m, MANABLAC PANEL LO VERIFY W/PL.UMBING DRAWING i ___ __- _ _ ___ _ ___ ____._____ N STUCCO STONE VENEER - _ :- -TYP. a LOGI�TIDNS WARN�f B,L-O3C'X-0 UTILITY COMPANIES N—IS N O P. ' W cC 4'-2' bitO G CONC_WRB UNE—-_ - _ �� _� _ _____ 15f FLOOR LN co O \VERIFY FENCE LOCATION RIGHT Z � SEE LANDSCAPE DRAWING CONC.STOOP I N J TOP AND COMBUSTION AIR VENTS L`f C U °z LL aLu cc z CLG._UNE _ __—_—___—_— _ —_—_ OLG._UNE 1 F- V) N W ® O o m m cr V/ STUCCO 1__FLAT TRI2X3 Q W 3/HEAD FH-T TYTYR M 2%8 WOOD BARGE BD. 2%8�OD FASCN 3RD FLOOR UNE 12 -lYP 12 3RD FLOOR UNE v W cc OL W 5 5 0 _ -__ TOP PLAN UNE a O = E F. 1OP PLATE � —_—___—_—___. !!! AJ �- -- - - - - - - zZ a ww Z T SHUTTERS fUND TIP. TEMP. f I+ m Q cL a O Y z Q m '^ W STUCCO 0 2%4 vJ ¢ Z TT AM iRAT SILL ® CONTROLCONTRL DDJOINT-TYP. ,.2NOR UNE %VTLYP• STUCCO POTSHELF 2ND FLOOR UNE ox.Po.eye. TOP Lo PLATE UNE-_ _ __— - - _—_ _—_ _ _—_ TOP%PIAh UNE "q�Anoh""4 oa a o(co`dE'bfi 9 '�S?x Ne,00 0 I A I oeea. .xMleee L PROJECT MANAGER SD. c TEMP. DESIGNER w GL SD. m _ L DATE --a --T 5-21-04 JOB NO. L17 FLOOR UNE I��\�I I%\I 1ST FLOOR UNET� ---- 04-03 ------ — - - - - -- ----- -- SHEET CUNITONDENSER REAR CON LOCATION CONC.Sf00P RC- 4.8A EXTERIOR ELEVATIONS F N SH CRAOE VARIES,SEE CML ENGINEERS NOTE REFER TO PLAN 'A'FOR SCALE: 1�¢" _ PUNS FOR FlNAL GRADE AND SITE DRAINAGE ADORIONAL NOTES AND DIMENSIONS SHEET, OF: CADr FILE 276(NBA _ '� A. LEGEND o o KITCHE N 1. TOE SPACE: 4' CID N 2. BASE CABINET. HEIGHT: 38' cI DEPTH: 24" V N 3. UPPER CABINET: HEIGHT: 36" (•� f Q DEPTH: C { 4. COUNTER TOP: CERAMIC TI E O 0 MEDIA I 5. CABINET FINISH: STAIN GRADE "2 8. BACNSPLASH: 6' c 0 LAUNDffi 3 a� 1. TOE SPACE: 4" Q Q s METAL FIREPLACE 2. IASE CABINET: HEIGHT: 36' N U E 'HEATILATOR'MODEL GNDC33E-ANSI#Z21.88-2000 DEPTH: 24' N W DER. TILE 3. UPPER CABINET: HEIGHT: (OFT)35" .� HEARTH DEPTH: (OPT.)15" x O 4. COUNTER TOP: CULTUREE MARBLE cc 5. CABINET FINISH: AGAN GRADE PLAN I. TOE SPACE: 4' �t 2. BASE CABINET: HEIGHT: 38" METAL FIR ACE _ 20' ,HEATILATOR"MODEL 2x4 FRAMING DEPTH: GNDC33E-ANSI#Z21.88-2000 3. UPPER CABINET: HEIGHT: -- WOOD MANTLE -- W/ PAINT GRADE B. /WOOD MANTLE Dom' LINE OF OPT. BRICK/ / W/ PAINT GRADE WOOD o11V_ 4. COUNTER TOP: STONE HERTH -- m.� 5. CABINET FINISH: STAIN GRADE } 12'CERAMIC TILEm +8' -- .o MASTER BATH m 0 TOP 9 SIDE- LINE OF STD.TILE HEARTH O/ HAR01 BACKER 12' CERAMIC TILE ® TOP 8 SIDE OVER --- MEDIA 1. ME SPACE: 4' 4X4 HDR.�� HARDI BACKER �Ir 2 BASE CABINET HEIGHT: 36' 3/4 ' PLYWOOD 2X4 FRAMING CER. TILE METAL FREPLACE HEARTH / \ / \ 3. COUNTER TOP: CULTURED MARBLE "HEATIIATOR MODEL �� m p., z y NDC33E-ANSI - S o STAIN GRADE DRYWALL ON HEARTH O 3/4' PLVW'D - Z21.88-2000 - 4. CABINET FINISH: 0 ¢ RISER FACE PLATFORM- - w \ / \ / 5. BACKSPLASH: 4' Cn w �y k J` 6. BATH TUB: FIBERGLASS W L Q Fl ER SPLASH: B GLASS W 7. SHOWER PAL:DRYWALL ON HEARTH- 32�' � FlBERGL45S W � DETAIL (HEARTH) SECTION k 1fi' RISER FACE VERIFY O SHOWER WAINSCOT: FIBERGLASS p FIREPLACE ELEV. LINEN 9, SHOWER HEAD HB 4 GNT: 36' G+ 10. MIRROR HEIGHT: ' V SECONDARY BATH/POWDER ® ---x` 1. TOE SPACE: 4• z c OPT.err 2BINET HEIGHT: 0 „ � 36' LITE BAR ® . BASE CA cuLTURED" O _ DENSHIELD �\ I 24' LITE rr r, BACKER BARD 36' LITE BAR ® 3. COUNTER TOP: MARBt_F SEE DETAIL 6/06 - __ -_ m 4. CABINET FINISH: } 5. BACKSPLASH: 4 N J WIRE'SHE fig` <- MIRROR - fi. BATH TUB: FlBERGLISS C V / T. CP�B. 7! � MIRROR o TUB SURROUNDS: L MIRRORS !� I I MED. CAB. I o FIBERGLASS o c I - c o MED. CAB. i 0 Q C O p1 m I MED. CAB. ^ I p I p� 7. SHOWER PAW: FIBERGLASS Z � 1 iv r� OPT. SINK S. SHOWER WAINSCOT: FIBERGLASS ~ W 21� 9. SHOWER HEAD HEIGHT: 80" F.P. F.P. 10. MIRROR HEIGHT: 36- r a v I I F.P F:P. F. . .P. F. .P. / \ / \ Z APHIER I I DRXER I m NOTE:1.VERIFY ALL APPLANCE SIZES WITH MANUFACTURER'S 5 1 1, SPECIFICATIONS C4 C4 I \ / \ / 2. WALL COVERING SHALL BE CEMENT PLASTER TILE OR APPROVED 1 * EQUAL TO 70 INCHES ABOVE DRAM AT SHOWERS OR TUB ERS WITH SHOW . MATERIALS OTHER THAN STRUCTURAL ELEMENTS O O O O SHALL BE MOISTURE RESISTANT. 32• (807.1.3,2406,2407,UBC STD.T 24-2-A AND P.C.909) O 0 MIN. LAUNDRY PWDR./ OPT. BATH 3 4 BATH 2 3 MASTER BATH 2 0 � o w 0W - cc = CC - FP E,P HOOD VENT/ Q 0 d MICRO W/ EXHAUST o FAN 8 LITE _ �� Z a5 x L T J w - .�.R W T._ /. /. \ / \ / I \ W J W Z z i' 0 Y W O A J V o _ --_ (/J Z VERIFY O _ I i_ I y ILL I=X/ 40 \ dn i I R I &I / _ -\ iv ��.1E I /REFR'\ \ I E�E\ ~APE ~ PACE PROJECT MANAGER A SO, 2'-6' CLR. 3'-3' OLR. DESIGNER © L SD. O VERIFY D B DATE O © VERIFY �- 5-21-04 KITCHEN ISLAND KITCHEN JOB NO. 04-03 c - SHEET INTRIOR PLAN 4 - 2 7 5 0 A ELEVATION KEY RC- 4.9 SCALE: 3/8" INTERIOR ELEVATIONS S SHEET: DF: DO NOT SCALE PRINTS CAD FILE:2750A9 SOLANA a a 00 w LU LU AT ROSETTA CANYON IV GEOTECHNICAL INFORMATION SCS Structural Cover Sheet — PERFORMED BY: — o ALBUS—KEEFE & ASSOC., INC. m m m SEPTEMBER 30, 2003 PLAN 2180 PLAN 2579 PROJECT NO. 1216.00 s S1-1 Slab Hardware Plan 2180—A, B, C, AND D 53-1 Slab Hardware Plan 2579—A, B, C, and D d Z °L FOMATIM DE" RECOWMMATIONS z ALLOWABLE SOIL BEARING = 2,000 PSF 51-1,1 Foundation Plan — Very Low "El", 2180—A, B, C, AND D 53-1.1 Foundation Plan — Very Low "El", 2579—A, B, C, AND D (S' U z PASSIVE EARTH PRESSURE = 250 PSF S1-1.2 Foundation Plan — Low "B", 2180—A, B, C. AND D 53-1.2 Foundation Plan — Low "El", 2579—A, B, C. AND D °C = ACTIVE EARTH PRESSURE = 40 PCF w._ z Q... _ t7 EXPANSION INDEX (EI) = VERY LOW TO MED. St-2 Floor and Roof Framing Plan, 2180—A with option S3-2 Floor and Roof Framing Plan, 2579—A � w CORROSIVITY = NEGLIGILBLE 51-3 Floor and Roof Framing Plans, 2180-8, and C 53-3 Floor and Roof Framing Plans, 2579—B and C V SULFATE EXPOSURE = NEGLIGIBLE s_ STRUCTURAL CONCRETE: S1-4 Floor and Roof Framing Plans, 2180—D 53-4 Floor and Roof Framing Plans, 2579—D Z < TYPE V < WATER/CEMENT RATIO = 0.45 53-5 Framing Plans for Options o 28—DAY COMPRESSIVE STRENGTH = 4,000 PSI PLAN 2180 — REVERSE PLAN 2579 — REVERSE _ LL °� SEISMIC DESIGN PARAMETERS S1-1R Slab Hardware Plan 2180—A, B, C, AND D S3-1R Slab Hardware Plan 2579—A, B, C, and D W O SEISMIC ZONE 4: Z=0.4 S1-1.1R Foundation Plan — Very Low "El", 2180—A, B, C, AND D 53-1.1R Foundation Plan — Very Low "El", 2579—A, B. C. AND D SOIL PROFILE TYPE: So L5 SEISMIC COEFF, Ca = 0.44 Na S1-1.2R Foundation Plan — Low "El", 2180—A, B, C, AND D S3-1.2R Foundation Plan — Low "EI", 2579—A, B, C, AND D SEISMIC COEFF, Cv: 0.64 Nv NEAR SOURCE FACTOR Na = 1.0 S1-2R Floor and Roof Framing Plan, 2180—A with option S3-2R Floor and Roof Framing Plan, 2579—A NEAR SOURCE FACTOR Nv = 1.1 S1-3R Floor and Roof Framing Plans, 2180—B, and C S3-3R Floor and Roof Framing Plans, 2579—B and C SEISMIC SOURCE TYPE : A S1-4R Floor and Roof FramingPlans, 2180—D NAME OF NEAREST KNOWN FAULT: S3-4R Floor and Roof Framing Plans, 2579—D � SAN JACINTO—ANZA FAULT i S3-5R Framing Plans for Options t r LL PLAN 2324 PLAN 2750 S2-1 Slab Hardware Plan 2324—A, B, C, and D S4-1 Slab Hardware Plan 2750—A, B, C, and D 52-1.1 Foundation Plan — Very Low "El", 2324—A, B, C, AND D 54-1.1 Foundation Plan — Very Low "El", 2750—A, 8, C, AND D 52-1.2 Foundation Plan — Low "El", 2324—A, B, C, AND D Z Q S4-1.2 Foundation Plan — Low "El", 2750—A, B, C, AND D O Z m SPECIAL INSPECTION PROGRAM 52-2 floor and Roof Framing Plan, 2324—A with option ADDRESS OR LEGAL DESCRIPTION: SOLANA AT ROSETTA CANYON S2-3 Floor and Roof Framing Plans, 2324—B S4-2 Floor and Roof Framing Plan, 2750—A O <u PLAN CHECK NUMBER: 04-2047, 04-2048, OWNER'S NAME: CENTEX HOMES 54-3 Floor and Roof Framing Plans, 2750—B, C and Super Loft Q W J 04-2049 & 04-2051 52-4 Floor and Roof Framing Plans, 2324—C I, as the owner, or agent of the owner (contractors may not employ the special 54-4 Floor and Roof Framing Plans, 2750—D Q U Q inspector), certify that I, will be responsible for employing the special inspector(s) as S2-5 Floor and Roof Framing Plans, 2324—D Z O V required by Uniform Building Code (UBC) Section 1701.1 for the construction project Q located at the site listed above. UBC Section 106.3.5. Q = W a Signed PLAN 2324 — REVERSE PLAN 2750 — REVERSE J W W I— Z z I, as the engineer of record, certify that I have prepared the following S2-1R Slab Hardware Plan 2324—A, B, C, and D S4-1R Slab Hardware Plan 2750—A, 8, C, and D '^'^ Z special inspection program as required by UBC Section 106.3.5 for the construction v♦vJ o project located at the site listed above. 52-1.1R Foundation Plan — Very Low 'El", 2324—A, B, C, AND D 54-1.1R Foundation Plan — Very Low "EI", 2750—A B, C, AND D O U W R F Signed 52-1.2R Foundation Plan — Low "El", 2324—A, B, C, AND D 54-1.2R Foundation Plan — Low "El", 2750—A, B, C, AND D a UJ > S2-2R Floor and Roof Framing Plan, 2324—A with option S4-2R Floor and Roof Framing Plan, 2750—A Y 3 Q < 1. List of work requiring special inspection: � S2-3R Floor and Roof Framing Plans, 2324—B S4-3R Floor and Roof Framing Plans, 2750-8, C and Super Loft Q J D_ a Soils Compliance Prior to Foundation Inspection ❑ Field Welding � ® Structural Concrete Over 2500 PSI ❑ High Strength Bolting S2-4R Floor and Roof Framing Plans, 2324—C S4-4R Floor and Roof Framing Plans, 2750—D ® Prestressed/Postension Concrete ® Expansion/Epoxy Anchors ❑ Structural Masonry ❑ Sprayed—On Fireproofing S2-5R Floor and Roof Framing Plans, 2324—D a ❑ Designer specified ❑ other _ _ DETAILS AND NOTES W¢lope op 51 0 N� a� Q �a 2. Names of Individual(s) responsible for the special inspections listed above: SDI foundation Details and General Notes � �'� roe A. C I V I� B. SD2 Structural Details and General Notes F OF Cn 0 0 w C. SD3 Structural Details 0 SD4 Structural Details FDo ,04 O 3. Duties of the special inspectors for the work listed above: U z SD5 Structural Details . A. Review concrete placement, tendon placement monitor stressing procedure and z provide elongation records. zz H Hardy Panel Details 19 Z B. Review drilling and installation of epoxy retrofits and fixes. C. DEFERRED SUBMITTAL ITEMS Revision: W J Sheet No: � — Manufactured Roof Trusses w u Special inspectors shall check in with the City or County and present their credentials - Handrails and Guardrails C��C� for approval prior to beginning work on the job. �7 �7 :2 DZ 0 w d o a � o SOIL INFORMATION: 1-.--.._....J N 1.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC.JOB N _ _ I DATED: SEPTEMBER 30,2003 E 2.OWNER DEVELOPER AND SUBCONTRACTORS ARE TO U p •vi REVI THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. m m R IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR 70 VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. ❑ — — _............ POST TENSION SLAB LAY-OUT NOTES: 1.POST TENSION FOUNDATION TO BE DESIGNED BY OTHERS. Z REFER TO THEIR DRAWINGS AND CALCULATIONS FOR COMPLETE V I CONSTRUCTION REQUIREMENTS. W 2.THIS PLAN REFLECTS SLAB LAY-OUT AND ASSISTS IN LOCATING z HOEDOWNS, ANCHOR BOLTS, POST BASE HARDWARE,AND CRITICAL VERIFIED WITH ARCHITECTURAAL F'LLOOR PLAN SDt DIMENSIONS BYI ARCHITECT Q� z W AND CONTRACTOR PRIOR TO CONSTRUCTION. � 6) 3.FOOTINGS SHALL BE OBSERVED BY THE PROJECT SOIL/GEOLOGY W •� ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE. L W 4.CONCRETE TYPE TO BE DETERMINED UPON COMPLETION OF ROUGH GRADING,AND VERIFIED WITH SOILS ENGINEER RECOMMENDATIONS PRIOR TO PLACEMENT, 5.ALL LINE LOADS GREATER THAN 1000 Ibs/ft HAVE BEEN NOTED ON THE PLANS Q7 6.ALL POINT LOADS GREATER THAN 5000 Ibs HAVE = d L- ...—_' BEEN NOTED ON THE PLANS, POST TENSIONED SLAB IS ASSUMED BE ABLE TO SUPPORT POINT LOADS LESS THAN 5000 Ibs,POST TENSION O) `- ENGINEER NGINEER SHALL VERIFY. 7.POST TENSION ENGINEER TO PROVIDE AND LOCATE CONTROL JOINTS O TO MINIMIZE SLAB CRACKS. Lu PLAN 2180—B FOUNDATION NOTES: I� SLAB HARDWARE PLAN 1 WITH A MLONG ANCHOR AXIMUM SPACING BOLTS OF 728EOD CED ALL TERIOR WALLS ARE TO BE EAT LITEAST/7"INTO CONCRETE "DIAMETER ....................... ...........I........... .. .........__....I I...................... THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION SCALE:I/4"-- 1'-19" PLATE WITH ONE BOLT LOCATED WITHIN 12'OF EA.END OF EA PIECE. L� FOR ADDITIONAL AND SPECIFIC A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA BOLT LO TO THE PLATE. REFER TO DETAIL 7�SDI FOR ALTERNATE CONDITION c6 FWER1TO M NOT AR F-L HE FOR MISSING,MISPLACED OR IN LIEU 6F ANCHOR BOLTS. Q) REFER TO MAN BLAB PLAN 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTSTf:O m (OR ALTERNATE AS ABOVEI SPACED PER FOUNDATION PLAN AND STRUCTURAL ENGINEERS CALCULATIONS. It 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 12/SD1. I STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. PLAN 2180—V 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD1. PROVIDE AND (/�, INSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) SLAB HARDWARE PLAN n Y o 2 7 FOUNDATION HARDWARE PER MANUFACTUVIDE RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT m F e) O HOEDOWN LOCATIONS. W SCALE:1/4"•I'-O" L•9'-9" L•3'-®• L•I3'-6" )•*0 µ 5. PROVIDE 5 8"DIAMETER BY 14"ANCHOR BOLTS AT 3%FOUNDATION FOR ADDITIONAL AND SPECIFIC JJ \ I I I _ PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 UN CO INFORMATION NOT SHO HER SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. REFER TO MAN BLAB PLAN i B. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION f INSPECTIONS.i w _ 7. USE 2" x 2"z 3/16"PLATE WASHERS. LU I 8, REFER TO DETAIL 1/S02 FOR SHEARWALL SCHEDULE AND ANCHOR O Z c0 — ; f BOLT SPACING. Lp 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY, J�JrJA { 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOLDOWNS. Z .w O 16 �, ,' CC I Cam..-- --" U L oc x1 L•e'-m„ �' L•T'-&' Z 00 M 4 .. z W ¢ < — — Ll L11 O i S Lu 0 z ` 0W Hz z< > U) Z o < o' _ . .. _.. W J W �_u J //�• 6) ................................................................. ii 9T 4 _3 ¢ K •+ 3 ¢ K ¢ QpOf66/pN ¢ N. 41 clV V w ` A .........._._. 1 ,.' sir ........... r. FpF CAL1f0 I W VJ O Plot/qN�o: 0 Y T016 41Al�7 P,xNlL Dote —........ .........fl....... .-.... -.r. _._.... ,TBb NARD7 7 ; M-I 14'DIA A O. Z o 2[i'E-IDED.�,-r ScalePANEL,IIy'DIA A D H'I � �� w/7L,6,_4„ WSLAB 2180—D Job zHARDWARE PLANRevisz SCALE:1/4"•I'-0" PLAN 2180—APOR ADDITIONAL MID SPECIFICSLAB HARDWARE PLANsheeINFORMATION NOT IN HERERR TO MAIN BLAB PLANSCALE:I/4" I'-0" z O LL OL W d J IT W N iL.......-................. N - m m d v Z K - -........__ .. O O O 2 i Dz W v 'L z z 0 i w _ o PLAN 2180-C L'' - FOUNDATION PLAN, VERY LOW "El" - - r I......... _� - ......! SCALE:I/4",V_V �. THIS FOUNDATION DESIGN IS MTENDED FOR ADDITIONAL AND SPECIFIC _ FOR L0T5 LE55 THAN OR INPOI�1AtION NOT SHOWIJ HERE $ ' EQUAL TO 20 AND"PI"LESS THAN 15. REFER TO MAIN FDN PLAN PLAN 2180-C SOIL INFORMATION: FOUNDATION PLAN VERY LOW "EI" bFi PLF LINE LOAD 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE a' AS RECOMMENDED MIENNER/DE I THE OWVELOPERS SOILS ENGINEERS REPORT. AN�CC SCALE:1/4"=V-0" I 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC. d JOB NO.: 1216.MBER 30, 200300 w THIS FOUNDATION DESKaN IS M DATED: SEPTETENDED Y ~ a � ps m FOR LOTS WITH"El"LESS THAN OR t£ n 3.OWNER DEVELOPER AND SUBCONTRACTORS ARE TO EQUAL TO 20 AND"PI"LESS THAN IS. o S m O L!jam-'µ� RWVI THE N THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. L•S-!' L•3'-®° L•B'-b" )B j TITEO VERIFYETHATSIBILITY THE REPORT THE DA ERABOVEO S�CURRENT�OAND�PTOR LAN K FOR ADDITIONAL AND SPECIFIC /J \ 1 I I �-r�~ REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. C9 INFORMATION NOT SHOWN HERE ) ..... -- -- - a REFERTO MAIN F'DN.PLAN ; ----------- ----------------_ ________________� FOUNDATION NOTES: °' ) -Li JJ I 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8�DIAMEFER J a K 13 ( r I BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST'7-INTO CONCRETE fl / WITH A MAXIMUM SPACING OF 72"O.C. 1z 9DI I THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION z N J i........... ...........I I 3 L•14'-0" PLATE WITH ONE BOLT LOCATED MIN,7"&MAX. 12"OF EA.END OF EA.PLATE. O /Y "— "--- ) - I< I A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA.BOLT a: TO THE PLATE. REFER TO DETAIL 7/SDI FOR ALTERNATE CONDITION I< I FOR MISSING,MISPLACED OR IN LIEU OF ANCHOR BOLTS. > O d Lnz2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS Z 66 !OR ALTERNATE AS ABOVE) SPACED PER FOUNDATION PLAN AND V/ F. r�ji STRUCTURAL ENGINEERS CALCULATIONS. /� 1 h-y-A I iI� 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS Q/ C Q D �, 3 I �- INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 1fi/SD1. L '�.':� �l (( L•8'-0" .gy L.T'•b• J11" STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. < 4 4 4. INSTALL HOLDOWI ANCHOR BOLTS PER 11/SDI. PROVIDE ANDOQINSTALL ALL U.S.P. LUMBER CONNECTORS OR EQUAL w ILin FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. z < — --- ----- — ----_ ____ / r DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT Q I �- HOLDOWN LOCATIONS. H N ------ --_—_-- --- 5. PROVIDE 5 8"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION O O r , PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE I '. I - I I SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. Z vlll I BDI 15 I g 6. HOEDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION W/ww� 1 ) I(I Jr I BDI I INSPECTIONS. z /A ' I f r 1 1 O _— —=----J 7. USE 2"z 2"x 3/1 6"PLATE WASHERS. O ` Lu B. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR v J �6 N r]------- ------- I 11 ``'L 3 L.B'-®,� BE SPACING. N ui l 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY r Il I cl, -�e CALLED OUT OR NOTED ON PLANS. Y 3 gp1 8D1 II I 10. REFER TO DETAIL 11/SDI FOR ANCHOR BOLT SIZE AT HOEDOWNS. Q � .............................._............__..... I eDl I I I g 'J L•14'-9" I SHADED 1-STORY FOOTING. DC LJ i '' I l4 '' _ PERT1DETASLZSHTNSDREINFORCING I I ! NON-SHADED 2-STORY FOOTING. FOOTING SIZE AND REINFORCING gOFEssI 15 I -------- PER DETAIL BHT SDI. pQ �N7 G nx BDI I g 4a.c� O..l or���y Q "-i?� I I I GRADE BEAM PER PLAN I i 30•Ba.IB•DP I I f—�i; BDI I x TxP.B>r� a� 5 CONC.PAD r=) I f ICO .........- II g�rf I ;'..v..vv.�.-.-..v...-..vv....vv.-v.�\ /,F7F Cl 11. ------------ ---------- ) VAPOR BARRIER REQUIREMENTS. ( Of CAllf I I ) MIN 10 MIL POLYETHYLENE VAPOR ( OW BARRIER APPLIED CONTINUOUSLY,WIYH ( V- /VI I I IyR1 I 13 ) ALL SEAMS LAPPED A MINIMUM 6 f d \`o'�lll�~J L~JII\/ I gpl I > AND SEALED WITH TAPE.ALL PENET- < �S BDI ) RATIONS THROUGH THE VAPOR BARRIER ( O I I I ) SHALL BE SEALED BY TAPE 70 PREVENT ( 2 "`--- � STAKES SHAI-L NOT PENETRATE THE < FD. 04 O __J L-- —— �,,,,,,,,,,,,,,,,,,,,,,,,,,` �-'7 TBIB 4IAI®T PXNL ; MOISTURE INTRUSION.TEMPORARY GRADE < Date:Plot/ o[ PLAN 2180-D L VAPOR BARRIER. ( / Z ........ .......__R /TDID HAI�7 2 ( S M-I IN"' ) _ FOUNDATION PLAN - VERY LOW "El" 5 PANEL,IV."Dla a e �' ` �„'' ° _' ^--^^----^^--^_^ "' w/25'------------ SCALE 1'-O" z :I/4",I'-0" PLAN`'2180-D 319 z THIS FOUNDATION DE=88 IS INTENDED I ! FOUNDATION PLAN z FOR LOTS WITH"El" LESS THAN OR Revision: `�; w EQUAL 10 20 AND"PI"LESS THAN 15. -_-------- ---- - I" VERY LOW "El" FOR ADDITIONAL AND SPECIFIC SCALE:I/4"=1'-0" Sheet No: d INFORMATION NOT SHOWN HEIR THIS FOUNDATION DESIGN IS IhITENDED z REFER TO MAIN FDN.PLAN ^` EQUAL TO 20 AND"PI LOTS WITH"E P "LESS THAN 15. V 1-1■1 0 w d SOIL INFORMATION: 0 1.FOUNDATION SIZES DEPTHS,AND REINFORCEMENT ARE AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT, f Aw[ ..."""".... 2.SOILS REPORT SY: ALBUS-KEEFE&ASSOCIATES, INC. F JOB NO.: 1216.00 F DATED: SEPTEMBER 30,2003 l� — n \ I 3.OWNER DEVELOPER AND SUBCONTRACTORS ARE TO o REVI THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. m m < TO VEREF'ETHA'.LI REPORTF THE DATE o EER D O SRCURRENT�ANCOR WO P-NSI Imo,- ............_-. REQUIREMENTS ARET TV CONSISTANT WITH ANY UPDATED SOIL REPORTS. F L FOUNDATION NOTES: - ° z 0 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/e"DIAMETER Z BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7'INTO CONCRETE WITH A MAXIMUM SPACING OF 72"D.C. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION Z PLATE WITH ONE BOLT LOCATED MIN,7'&MAX. 12"OF EA.END OF EA PLATE. U w A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA BOLT TO THE PLATE. REFER TO DETAIL 7/SDI FOR ALTERNATE CONDITION = LU FOR MISSING,MISPLACED OR IN LIEU OF ANCHOR BOLTS. 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS z (OR ALTERNATE AS ABOVE)SPACED PER FOUNDATION PLAN AND Q7 LZy,I STRUCTURAL ENGINEERS CALCULATIONS. N 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS t + Z INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/S01. V L w STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. � Z 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD1. PROVIDE AND N < INSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. per[ DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. K 5. PROVIDE 5/6"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION ----- _ --- PLATES WFfERE OCCURS. TYPE SILL PLATE IS REQUIRED AT ALL PE 1 , SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. O 0 O F�jj -I 6. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION O INSPECTIONS. N PLAN 2180-C I 7. USE 2'x 2"x 3/16"PLATE WASHERS. Lu O FOUNDATION PLAN LOW "EI" B. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR .._.I L...-......._ � BOLT SPACING. - SCALE:I/4".I'-0" - 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY THIS FOLNDATION DESIGN IS INTENDED FOR ADDITIONAL AND SPECIFIC CALLED OUT OR NOTED ON PLANS. FOR LOTS WITH'Ell'GREATER tHAN INFORMATION NOT SHOWN HERE 20,LESS THAN OR EQUAL TO 50 AND REFER TO MAN FDN.PLAN 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOLDOWNS "PI"LESS tHAN OR EQUAL t0 IS. m PLAN 2180-C - SHADED 1-STORY FOOTING. FOUNDATION PLAN - LOW "El" REINFORCING - PER DETAIL SAT FOOTING SIZE AND 131� PLF LINE LOAD SCALE:1/4" NON-SHADED 2-STORY FOOTING. -- FOOTING SIZE AND REINFORCING -------- PER DETAIL SHT SDI. , THIS�FOJ�OATION�SIGN E INTENDED III FORER THAN20,LTO 50 ANDGRADE BEAM PER PLAN 'PI° TO 15. m •e > ai o _... m FOR ADDITIONAL AND SPECIFIC �l I I i- -- ------ INFOI'J'4ATION NOT SHOWN HERE ) - ---- --_- ...-. ) VAPOR BARRIER REQUIREMENTS: REFER TOMAMFDN PLAN ) -------- -I r------- -------------- O} I --- ----- - I > MIN. 10 MIL. POLYETHYLENE VAPOR 1 1 > BARRIER APPLIED CONTINUOUSLY�,'I'TH NI I �' ALL SEAMS LAPPED A MINIMUM 6 y I AND SEALED WITH TAPE.ALL PENET- y K 13 I I I ) RATION THROUGH THE VgpOR ggRRIER ( 7 I(1 sDi I ( y SHALL E SEALED BY TAPE TO PREVENT I. _.-.� Ii I I STAKESRSHALR NOTNPENE RAERTHERADE i rL,14'-O' ) VAPOR BARRIER. ( 0 < li N l ) IK' I n� n �/ I< I I Z 0 d I< a I � J 1 I I I Q W < ❑ , i li I I L.r-m• L,T,_6„ I eD1 U O V < I I 4 I< L--- ---- J Q Q = W j JI e > I< I eat I e �I.I/.�I Z Z Y > 4-1T---- ------! �-� r I W J R 05 __ ; w JJ ----- O----- �e .,h 1 I 1 1 I� l a s W < I II I! I Y I I I I e I LJ I 3 I µ I I ICff K eDl � gOF65S10 le I I a¢ N F- y �-.6? I I BD1 I N4q,PyiN D:L.QrS��y Z mz n nm"m><r^DP BSI CCW-PAD(2) ------ -I 7rP OF CAI\FO&�\P N ------------ \�yU BDI 1e O PLAN 2180-D --- �- -------�' Y. ..._... v.. Plot/Sign 11/16/04 O _I leb HAIm7 i )JH- IN DIAI®B. L Date: Z FOUNDATION PLAN - LOW "El" �,�;41 "aIAAB H"I rf Y., ^ ^uv 76 ETIBED.,= Scale: SCALE:I/4".I'-0" I _� L.e'4 ( ,I '.. � THIS FOwDATION DESIGN IS INTENDED I ' PLAN 2180-A 04-1319 Z sDI I Job No: LU LU FOR LOTS WITH"Ell,GREATER THAN ' ' FOUNDATION PLAN. LOW "El"20,LESS THAN OR EQUAL TO 50 AND m Z "PI"LESS THAN OR EQUAL TO 15. `�6,}-�I -- — ----- -- �I�e^) Revision: w� v I -------- -- I v SCALE:1/4„, I,_m" FOR ADDITIONAL AND SPECIFIC THIS FOUNDATION DESIGN IS NTENDED Sheet No: IN1FOFd1ATION NOT SHOWN PLA HER£ b e FOR LOTS WITH 'El"GREATER THAN w U REFER TO MAIN FDN.PLAN 20,LESS THAN OR EOUAL TO 50 AND �`1 Q "PI"LESS THAN OR EQUAL TO 15. V 1—1.2 1' O a[ w tL FRAMING NOTES: FRAMING LEGEND AND SYMBOLS COMPOSITE WOOD PRODUCTS: TRUSIJ0157:PFC-4354 GLULAM BEAMS-"GLB"OR'GLU-LAM" o 1.REFER TO STRUCTURAL GENERAL NOTE SHEET AND DETAILS. �.�I INDICATES SPAN AND DIRECTION OF FRAMING SPECIFIED AS"C"SERIES I-JOIST LOUISIANA PACIFIC:PFC-3754 BEAM TYPE SPECIICATION ALL LUMIBER IS TO BE KILN DRIEDI '/ ROOF JOISTS AND RAFTERS SHALL BE ONE OF THE FOLLWING: BOISE CASGDE:PFC-4665 2.PROVIDE TOP PIATE SPLICE AT E%TERIOR WALLS ANO INTERIOR SHALLANTHO B ADI/40 ANTHONY:PFC-5317 SIMPLY SUPPORTED 24F-V4 DI WSHEAR WALLS. CALVERT INC.:EWS�Y117 CANTILEVERED 24F-VB DF/DF �NDICATES SPAN A DDIRECTON OF 805E CASCADE BCl/5OPEN JDIST 2000:PFC-5725 CONTINUOUS OVER SUPPoRTS 24F-VB OF/DF ARNG,NON-SHEAR WALL STUDTRUSSESAT24"O�C TRUS JCIST TJI/210 OR 310 ALL NTERIOR NOWBE 3.RAIL FOR S.P.N.To BE 16d SHORT NAILS,3 1/4•x 0,131"DIA. BUCK) LOUISIANq PACIFIC lPl/20,J2 OR 300OR LARGER.REFER TO SHEAR WALL SCHEDULE FORS.P.N.AT SHEAR WALLSIN��IICA JS SPAN AND DIRECTION OF NASCOR NJH ENGINEERED WOOD BEAM-'EWB" WALLS MAY BE FRAMED W TH 2x4 STUDS AT 24"0/Cl�FLOOR JOISTS "EWB"DESIGN VALUES Fb Fr E ROOF TRUSS NOTES: - . 4.REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY CALLED / FRAMING SPECIFIED AS"B'SERIES I-JOIST OUT OR NOTED ON THE PUNS. ` INDICATES JOISTS AND DIRECTION OF SHALL BE ONE OF THE FOLLWING: BEAM WIDTH GREATER P400 270 1.8 o m I DECK JdsTs Ate,ADI/60 THAN 3.5 T IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED m . < BOISE CASCADE BCl/6DO BCI VERSA-LAM LVL 2800 285 2.0 1.TRUSS MANUFACTURER TO DESIGN TRUSSES PER FRAMING PLANS p 5.REFER TO DETAIL 11/SD2 FOR NON-BEARING HEADER SCHEDULE. L \ INDICATES SPAN AND DIRECTION OF WITH THE FOLLOWING REQUIREMENTS: FINGER-JOINTED) LUMBER. ALL FINGER-JOINTED LUMBER -� CEILING JOISTS TRUS JOIST TJI/360 Till PARALLAAI PSL 2900 290 2.0 A.ALIGN ALL TOPS OF TRUSS CHORDS MUST BE "CER EXT JNTS"AND CONFORM WITH THE WWPA's 6.REFER TO DETAIL 1/SD2 FOR SHEAR WALL,FLOOR,AND ROOF SPECIFICAnONS. LOUISIANA PACIFIC UPI 36A LPI GANG-LAM LVL 2950 290 2.0 B.HEAD OUT FOR 30"x 30"ATTIC gccEss,WHEN OCCURS. GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL. o INDICATES HEADER AND BEAM REFERENCE NASCOR NJU PREMIER PLUS GLB 30DO 2" 2.1 l+) CLU-UM JOF-E2 3000 270 2.1 NOTE:NO HEAD OUT IS REQUIRED FOR q MAX.28"WIDE OPENING _ o FOR sTRUCTURA cALcuunoes. FINGER-JOINTED LUMBER IS TO BE STAMPED WITH z FRAMING SPECIFIED AS"A"SERIES I-JOIST CALVERT GL 3000 3000 300 2.1 PROVIDED THE ROOF PLYWOOD HAS A SPAN RATING OF 32/16. ® SHALL BE ONE OF THE FOLLOWING: 2.0E ULTRAUM LVL 3100 215 2.0 C.PROVIDE ADDITIONAL SUPPORT AT AIR HANDLER, CER EXT JNTS' AND MAY BE USED INTERCHANGEABLE WITH O INDICATES SHEAR WALL TYPE. REFER TO DETAIL 1/SD2 ANTHONY ADI/80 ANTHONY POWER BEAM 3000 300 2.1 WHERE OCCURS. ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME SPECIES z BOISE Cf6CADE BCl/9DO CALVERT GLB 2400 210 1.8 0.PROVIDE CONVENTIONAL FURRING AT INTERIOR AND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN TRUS JOIST TJI/580 COFFERED CEILING AREAS,UAO. C� LOUISIANA PACIFIC LPI/56A E.TRUSS HANGERS TO BE DESIGNED BY TRUSS THE STRUCTURAL GENERAL NOTES AND CALCULATIONS. F-1 z "EWB"DESIGN VALUES Fb F, E MANUFACTURER. OL BEAM WIDTH LESS THANF.PROVIDE SOW BEARING AT MULTIPLE GIRDER wUMOR EOUAI.TO3.5" 2600 z7o 1.7 TRuss(Es) SPF S TO BE USED FOR STUDS AND CRIPPLE WALLS ONLY. TRUS J015T:PFC-4354 TJI TIMBERSTRAND LSL 2600 400 1.7 2.CONTRACTOR TO SUBMIT COPIES OF TRUSS PUNS TO ALL TOP PLATES AND SILL PLATES ARE TO BE DOUGLASz LBOISE A PACIFIC:PFC-3754 LPI GANG-UMLVL2850 285 1.9 BJUDD.DEPT.AND STRUCT.ENGINEER FOR REVIEW ANTH CASCADE:PFC-4665 FIR-LARCH. ALL 3x MEMBERS OR LARGER ARE TO BE ANTHONY:PFC-5317 BCI VERSA-UM LVL 2800 285 2.0CALVERT INC.:EWSM Y117 NJuLTRAJAM LVL 2850 285 LB 3.EACH TRUSS SHAIl BE LEGIBLY BRANDED,MARKED OR OTHERWISE DOUGLAS-FIR-LARCH. REFER TO FRAMING NOTES ON SHEET TJI PARAUANI PSL 2900 290 2.0 HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION SDI FOR FURTHER CLARIFICATION. L 1L OPEN JOIST 2000:PFC-5725 UPI GANG-LAM LVL 2950 290 2.0 LOCATED WITHIN 2 FEET OF THE CENTER SPAN ON THE FACE OF PREMIER PLUS GLB 3000 270 2.1 THE BOTTOM CHORD PER UBC 2321.4: Z Oct U GLU-UM 3OF-E2 3000 270 2.1 z F51-LVL 2750 285 1.8 0.IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. WELDWOOD LVL 275D 285 1.8 B.THE DESIGN LOAD. O PACIFIC WOODTECH LVL 1 2750 285 1.8 C.THE SPACING OF THE TRUSSES. d /.••, (2)C616 PER TOP PLATE SPLICE 1> AT 32•o/e ) D A iFa/�✓ 1 eD 1''......�"E .i m W Ou �yy7 I ENTIRE JJ L ..�� n AT 24•e/e1- ;, o WALL,TYP. J J ,t 4 L.19'-O..`t� (2)C8I6 �J ((r ,.I AT 24•o/e s ry l� 2 (L_v. 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DRAG LOAD-5550- u I L,u AT 24-0/6 z LU AT 24" (D Lu .. .. .. ....... < TIF ................. 7 ... .. ....... ... ............................... ...................s�.......... ....... ...... ............... DR F ENTRY li. r J L— T I In I ------------------------------------------- PLAN 2180-B PLAN 2180-B ROOF FRAMING PLAN eD9 FLOOR FRAMING PLAN SCALE:1/4"-1'-0" OCALE:1/4"=V-0" K) FOR ADDITIONAL FOR ADDITIONAL AND SPECIFIC ....AT,,,N,,='s1',-'1r"C I r'C REFER TO MAIN FRAMING PLAN MMIATION NOT SHOLLN HERE REFER TO MAIN FRAMM PLAN z 0 Z ...................... ............ 0 ....................................... IL LU D H L LAU Qa < AL z 0 < LLF < j x w 0 GABLE END < PRAQ DRAG LOAD HMO- TfR ./Fk /) z 05 F— z DRAG LOAD C O LIVING o LU ( Q w&— L AT 24'o/. Lu AT 24"W. < ....... .... < < ... ... UF < z L.4'-C" L-4'-3' ENTRY < M < DL O Plot/Sign 11/16/04 Date: z Scale: 1/4" = V-0' Plot/Sign '1/1 6, FD Date: Scale. 1/4 Job No: 04-1319 PLAN 2180-C PLAN 2180-C z Revision: w ROOF FRAMING PLAN FLOOR FRAMING PLAN 1.1) SC-ALE:114"-V-0" SCALE:1/4"-P-V Sheet No: E2 FOR ADDITIONAL=5FTCIrE1r- Ld ER FOR ADDITIONAL o=CFIF IN�IATION NOT HERE FMMR TO MAIN FRAMING PLAN NFORMATION NOT REFER TO MAN FRAIM PLAN < 1t s1-31m Q v � � K W � Q W O � Z � O U Z_ 'U � v W z Q.. W W = J - v L U � Cl °o I N W 0 U 1 T3 OFT/OP'BCRI`I e �iVIN,�s w m Li A10 - .. . . .. -- ---- J FD�G Z Q k Z3 9 3 E^JTRY. L. .......... .......-.. __._.. _____....... 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LAY-OUT NOTES: 1.POST TENSION FOUNDATION TO BE DESIGNED BY OTHERS. z REFER TO THEIR DRAWINGS AND CALCULATIONS FOR COMPLETE V Dz CONSTRUCTION REQUIREMENTS. = W ! I 2.THIS PLAN REFLECTS SLAB LAY-OUT AND ASSISTS IN LOCATING z - HOLDOWNS,ANCHOR BOLTS. POST BASE HARDWARE,AND CRITICAL _ I BEARING WALL LOADS AND POINT LOADS, ALL DIMENSIONS TO BE !� Z VERIFIED WITH ARCHITECTURAL FLOOR PLAN DIMENSIONS BY ARCHITECT Q7 W AND CONTRACTOR PRIOR TO CONSTRUCTION. = U) Lu j 3 EGEOLOGY NGINEER PROTING IOR TO INSPECTIONS ANDBE OBSERVED BY THEPLACEMENTPROJECTSIOF/CONCRETE. U •L W qa U 4.CONCRETE TYPE TO BE DETERMINED UPON COMPLETION OF ROUGH < GRADING, AND VERIFIED WITH SOILS ENGINEER RECOMMENDATIONS PRIOR TO PLACEMENT. = lY S NOTEDNONLOTH SPLAN TER THAN 1000 Ibs/ft HAVE BEEN ��' uj -- 6.ALL POINT LOADS GREATER THAN 5000 Ibs HAVE O C BEEN NOTED ON THE PLANS. POST TENSIONED SLAB IS ASSUMED ' TO BE ABLE TO SUPPORT POINT LOADS LESS THAN 5000 Ibs,POST TENSION —... ,...- ENGINEER SHALL VERIFY. 7.POST TENSION ENGINEER TO PROVIDE AND LOCATE CONTROL JOINTS N TO MINIMIZE SLAB CRACKS. L Q PLAN 2180—B REVERSE FOUNDATION NOTES: 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8"DIAMETER —�— ----- - SLAB HARDWARE PLAN BY 14"LONG ANCHOR WITH A MAXIMUM SPACINGLOF 72"O.C. AT LEAST'7 INTO CONCRETE O THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION SCALE:1/4"=I'-0° PLATE WITH ONE BOLT LOCATED WITHIN 12"OF EA,END OF EA.PIECE. to A PROPERLY SIZED NUT AND WASHERS BE TIGHTENED ON EA.BOLT l0 FOR ADDITIONAL AND SPECIFIC TO THE PLATE. REFER TO DETAIL 7 SDI FOR ALTERNATE CONDITION It"EOI�"IATION NOT SHOLLN HERE FOR MISSING,MISPLACED OR IN LIEU OF ANCHOR BOLTS. REFER TO MAIN SLAB PLAN 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS l� TOR ALTERNATE AS ABOVEI SPACED PER FOUNDATION PLAN AND C9 STRUCTURAL ENGINEERS CALCULATIONS. 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 12/SD1. xx I STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. LL PLAN 2180—C REVERSE 4. INSTALL ALL U.S. ANCHOR BOLTS PER SCTURE/IDRSDI. . PROVIDE AND INSFOLTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) „� ^ LJ o� DEEPEN FOOTING LOCATIONS.REATION ENECESSARY TO PER PROVIDE ANCHOR EMBEDMENT RECOMMENDATIONATSLAB HARDWARE PLAN e �T k y 5. PROVIDE 5 8"DIAMETER BY 14"ANCHOR BOLTS AT 3X FOUNDATION SCALE:I/4"•I'-0" I I �� PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 m FOR ADDITIONAL AND SPECIFIC SHEAR WALLS,VERIFY WITH SHEAR WALL SCHEDULE. 14PCWATION NOT SHOW)HERE -- - __-- S REFER TO MAN SLAB PLAN _ 1 6 IHOUDOWN NSPECTIONS. MUST BE TIED IN PLACE PRIOR TO FOUNDATION ( Z F 7. USE 2"x 2"z 3/16"PLATE WASHERS. 8. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR O Z �_� BOLT SPACING. ' N L•14-0' 9 ) 9 REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY Q - - — ! 7 O U 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HDLDOWNS. co 66 Q ID Z� � U < 9 i_ O W < J F— w 0 0 Lu z I k 1 ( /<1� Z C o yr o .:........_..... 0 0 J W 8� uj ` J 14 < j ---........-........__. L•4d'-9" �J 3 F ROFE55/ON < 4�©yld.0.L Ct qlF Z Ll o�c �1xp.6lg6 I CIVIL ��\P P OF CAllt0 < d O -- Date: 11/16/04 Qz TBIB HARG7 PANEL 2 �•` •,•.-�.,,.,_ ._>..,-.. IK'PIA A Q 41-I Z j 2 TIBIB 14AIED7 't._....... c Z m/25"EMDED. ' } H-I PANEL,I"U DIA.A 13 < Scale: -� ti m/25 EI76ED., 3 PLAN 2180—D REVERSE kD W Job No: 04-1319 Z kD SLAB HARDWARE PLAN > Revision: L2LU SCALE° ITI •I'-O• PLAN 2180—A REVERSE e J FOR ADDITIONAL AND SPECIFIC Sheet No: u FMIFE To M NOT AB K HEIa'E SLAB HARDWARE PLAN REFER TO MAIN SLAB PLAN SCALE:1/4"•1'-0" 51 1R W a � o w w SOIL INFORMATION: u I 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE - 'U L� ! AS RECOMMENDED WITHIN THE OWNER/DEVELOPER SOILS ENGINEERS REPORT. - p[ -..._... _-......._ —-..... o 2.SOILS REPORT BY: ALBUS-KERE&ASSOCIATES, INC. o m - G JOB NO.: 1216.00 m DATED: SEPTEMBER 30, 2003 1 p 3.OWNER DEVELOPER AND SUBCONTRACTORS ARE TO < REVI THE SOILS REPORT PRIOR 70 COMMENCING CONSTRUCTION. 04 /^ IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPR AND SUBCONTRACTOR _ 6 a TO VERIFY THAT THE REPORT DATE ABOVE IS AND AND PLAN Z C, t REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. U FOUNDATION NOTES: Z 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/B"DIAMETER V W j WITH 4 LONG A MAXIMUM ANCHOR PACING BOLTS OF 7Y O CED AT LEAST 7"INTO CONCRETE z THERE SWILL BE A MINIMUM OF TWO BOUS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED MIN.7"&MAX.12"OF EA.END OF EA PLATE A PROPERLY SIZED NUT AND WASHERS L BE TIGHTENED ON EA BOLT Q7 W i TO THE PLATE. REFER TO DETAIL 7 SD1 FOR ALTERNATE CONDITION FOR MISSING,MISPLACED OR IN LIEU OF ANCHOR BOLTS. W _ J 2.ALL INTERIOR SHEAR WALLS RE BE SECURED WITH ANCHOR BOLTS t L LU LJ STTRUCTURAL ENG NEERSTE AS V)))SPACED CALCULATONS.R FOUNDATION PLAN AND V � U Z Z 3.ALL INTERIOR NON-SHEAR WALLS ARE TOECOMM BE SECURED WITH SHOT PINS a < 1 STRINSTUCTURALRENGINE ENGINEERS UFACT RCALCULATIONS GOVERN PER IN ALL CASES. 4. INSTALL HOEDOWN ANCHOR BOLTS PER 11/SDi.PROVIDE AND ^/ •�) LU INSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) iiirrttt.. _ FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. _ HDEEPEN OEDOWN�OCATIONSERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT o AMETER L J 5 PLATES PROVIDE WHERE OICCUR BYSILLPLATE ANCHOR ISBOLTS REQUIRED3AT FOUNDATION 1 � U SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. ul _. 6. HOEDOWN ANCHORS MUST BE TIED IN PLACE PRIOR 10 FOUNDATION INSPECTIONS. PLAN 2180-C REVERSE In- -- - 7. USE 2"x 2"x 3/16"PLATE WASHERS. hll ' s PLAN 2180-C REVERSE FOUNDATION PLAN, VERY LOW "El" B REFER BOLT SP TACING.Q DETAIL 1/S02 FOR SHEARWALL SCHEDULE AND ANCHOR FOUNDATION PLAN - SCALE:1/4"a V-0" 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY VERY LOW "El" CALLED OUT OR NOTED ON PLANS. � Sr-ALE:I/4"•I'-0" THIS FOUNDATION DESIGN Ib MTENDED FOR ADDITIONAL AND SPECIFIC / to t FOR LOTS DESIGN LOTS WITH"El"LESS THAN OR INFORMATION NOT SHOWN HERE emu(/ 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOLDOWNS. THIS FOUNDATIONDESIGN IS INTEND QUA CD FOR LOTS WITH I" THAN OR EL TO 20 AND"PI"LESS THAN IS. REFER TO MAIN FDN.PLAN EQUAL TO 20 AND"PI"LESS THAN 15. MIT PLF LINE Law _ FOR ADDITIONAL AND SPECIFIC P RSHADDDETAIL SHTR sDDQnNG. G SIZE AND REINFORCI FO OT INNG :J 1111AN(I)II', 1. INFORMATION NOT SHOWN HERE REFER TO MAIN FDN.FLAN tV O (P NON-SHADED 2-STORY FOOTING. 0 __---_- PERNDETAILFOOG ZSHTT SDREINFORCING 1 GRADE BEAM PER PLAN � l _ _ w ___------ LU IF > VAPOR BARRIER REQUIREMENTS: _ ?I ( > MIN 10 MIL. POLYETHYLENE VAPOR < O c0 lg Y 1 BARRIER APPLIED CONTINUOUSLY`�11'TH ALL SEgMS LAPPED A MINIMUM 6 TI ) AND SEALED WITH TAPE.ALL PENETBAR- 1 `} N L•K'-O" 3 I )I ( E VAPOR > MOISTURE IIMRUSIONUGH H TEMPORARY G TRADE C / O S SHALL BE SEALED BY TAPE TO PREVENT '>I STAKES SHALL NOT PENETRATE THE < 1, /13 ,I > VAPOR BARRI i li '' `� �" Q a uj J < � i 4 <I r Q QL W C m --- ---- ----- — ————— ————— I < r X 7E ----------- I �I (1 W 0 Z H I >I " I CI aD1 I L_ I ` O U W o < w L I I ------ ---- /Y --_--- W > � F., I I n 19 r Y < TFTpI4 I j I BDI I L.I4'-9' I i LJ < fRDF 55io F �� z SA < k I r Li 13 I I i ,-f• SQ x 10"DP f �� =NC.PAD(2) fVIV I I �!�:�..�....._...�- £OF CAA\t0 n I I �1 e'O! tL Fz 16/04 O PLAN 2180-D REVERSE ��; Y L--------- --J --- \. Z TBIB HAfm7i —" r 'U Ih•DIA A B. N I Y FOUNDATION PLAN - VERY LOW "El" W2,•°'°ED - N1 DIAAB ; = 1'-D" Z I'..tI I.. � w I, ,,� L•5'-4" L: I 1319 z SCALE:1/4",I'-0" -" gp lii`6;1 'U PLAN 2180-D REVERSE F I 'I w gralBloOlAllDI:mNCe1Stt691SR9ff1( ED � , TH15. FOUNDATION PLAN q) :»??:??SS?`:i I `�VERY LOW "EhO-II -=_ :�»_-_:---__1/4"•V-0"THIS FOUNDATION DESIGN ISINTENDEDR FOR LOTS WITH'El"LE55 THAN OR EQUAL TO 20 AND•PI"LESS THAN S. � SOIL INFORMATION: c w 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE AS RECOMMENDED WITHIN THE OWNER/DEVELOPERS SOILS ENGINEERS REPORT. N j ----------- - --- 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC. _ JOB NO.: 1216,00 DATED: SEPTEMBER 30,2003 .. = c U q J 3.OWNER DEVELOPER AND SUBCONTRACTORS ARE TO m m REVI THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR ` TOVERIFY THAT E T BY IS CURRENT AND REQUIREMENTS ARE ONSSANT WITH AN UPDATED OREPORTS . ,.. - -- FOUNDATION NOTES: o 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8"DIAMETER Z BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7"INTO CONCRETE WITH A MAXIMUM SPACING OF 72"O.C. 'V THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIE I CE OF FOUNDATIONFLU Z PLATE WITH ONE BOLT LOCATED MIN.7"A MAX.12"OF EA.END OF LT PLATE.TOP THE PLATE,RREFER TOD DETAIER7S SD7 FORT ALLTTERENATE CONDRIONWFOR MISSING,MISPLACED OR IN UEU OF ANCHOR BOLTS.2.ALL INTERIOR SHEAR WALLS ARETOBESECURED WITH ANCHOR BOLTS Z (OR ALTERNATE AS ABOVE)SPACED PER FOUNDATION PLAN ANDSTRUCTURAL ENGINEERS ALCULATIONS.3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINSL INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SDI. V STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. U t. 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD1. PROVIDE AND Q NSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) Q FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. = K DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT •� O HOLDOWN LOCATIONS. Q7 5. PROVIDE 5 8"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION O �................ PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 ...._._ -_ SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. - 6. HOEDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION O : L INSPECTIONS. O —.._. u I 7. USE 2"x 2"x 3/16"PLATE WASHERS. A = PLAN 2180—C REVERSE 8. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR }� PLAN 2180—C REVERSE --� = REFEBOLTR STAGING. a FOUNDATION PLAN LOW "Eh _FOUNDATION PLAN, LOW PEI" 9. REFER TOT AIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY CALLED OUT OR NOTED ON PLANS. , ' SCALE:1/4"•I'-0" _ 10. REFER TO DETAIL II/SDI FOR ANCHOR BOLT SIZE AT HOEDOWNS. � SCALE:1/4"•V-0" THIS FOUNDATION DESIGN IS INTENDED FOR ADDITIONAL AND SPECIFIC O j THIS FOUNDATION DESIGN IS INTENDED FOR LOTS WITH"EI"GREATER THAN MFORMATION NOT SHOW HERE FOR LOTS WITH"EI"CsREATER THAN 20,LESS THAN OR EWAL TO SO AND REFER TO MAN FM PLAN SHADED 1-STORY FOOTING. cD 20,LESS THAN OR£DUAL TO 5o AND "PI"LESS THAN OR EQUAL TO 15. FOOTING SIZE AND REINFORCING .,..:,.}.. ................:...t....,,�: ......:.:..`.'..:.: '.:'.: PER DETAIL SHT SD7. "PI"LESS THAN OR EcuAL TO 15. 1311 PLP LINE LOAD ..._. `:J'�'�. .��' I NON-SHADED 2-STORY FOOTING. FOR ADDITIONAL AND SI IPIC FOOTING SIZE AND REINFORCING R•FOfd`1ATION NOT 6HIOLLN HERE PER DETAIL SHT SD1. REFER TO MAIN FDN.PLAN , Y GRADE BEAM PER PLAN ] `8�k�1 L•8''b" L•3'-m"I `- ) VAPOR BAR REQUIREME O) ------ r---- ---------, r----- ----------- < ) MIN 10 MIL. POLYETHYLENE VAPOR ( O > BARRIER APPLIED CONTINUOUSLY,N'I�H ( > ALL SEAMS LAPPED A MINIMUM 6 ( W >I ( > AND SEALED WITH TAPE.ALL TENET- �J Q 1- �' I I 13 )I < > SHALLL BE THROUGH THE ETAPEOTO PREVENT < I )I < ) MOISTURE INTRUSION.TEMPORARY GRADE < ZM ---- ',__ L•14'-®• 9 i -= I I 8DI i) < > STAKES SHALL NOT PENETRATE THE < O z N _ ......._.....� I I )I ( > VAPOR BARRIER. I � < >I <L //'� I >I V/ V- I I ) L\ Y Q Q "' < Z 0 Q N QLLF - ----- ---- ---,� II , I- 2L1XJ-- --- w 0 OMM Z14 4 w �< C / V/ //� 0 ; J L O w O L•a-m 3 w I a<`'�0 l i I III I i } : I I I n ^^13 ` i 1 i I I sDl I I Q I I Q a SDI L_j 1 1 I I ' n I I QRp E56/pN Q � 6 ' PLAN 2180—D REVERSE hq rr sQ s < 13 d6 y n aDI I I 3m•ea> Is•DP > r rll « Exp-6 FOUNDATION PLAN — LOW "El" -� --------- -----------`= ''I � PAD«� ,� s'�rE FI 6A�Fpa�\P I 1- SCALE:1/4"=I'-0" LU LU THIS FOUNDATION DESIGN IS INTENPEP 13 I I I O - FOR LOTS WITH"El"GREATER THAN I��J r—JuIIK`v> 20,LESS THAN OR EQUAL TO 50 AND aD .. ., �.� L---------- J L----J ,Tale HARD?PANEL ] l 1- -, — Date: 1 4 O "Pl"LESS THAN OR EQUAL TO 15. b b Pot/Sign nG i/16/0 FOR ADDITIONAL AND SPECIFIC Ph'I �61AEaa-D. H_I i Hs1 Tale Ia4�Y. ------I ... Z INFOWATION NOT SHOLLN HERE _ PANEL W//2 11,6"5 IEP1&S.? 9 Scale: 1/4' REFER TO MAN FON,PLAN 4:.i?� L•a'-a• L:it uc I;:": I:i>:1 Jab No: 04 1319 Lu PLAN 2180—A REVERSE , �1 , , Z FOUNDATION PLAN, LOW "El" b ------ ---------- b ReYlelan: G, Ld SCALE:1/4"•V-0 .-- . Sheet No: THIS FOUNDATION DESIGN IS INTENDED w FOR LOTS WITH"El"GRATER THAN C 20,LESS THAN OR EQUAL TO 50 AND V 1—1�2R "PI"LESS THAN OR EQUAL TO 15, 2 O w K w ,L FRAMING NOTES: FRAMING LEGEND AND SYMBOLS COMPOSITE WOOD PRODUCTS: TRUS JgST:JMRFRS PFG-4354 GLULAM BEAMS-"GLB'OR"GLU-LAM" u 1,REFER TO STRUCTURAL GENERAL NOTE SHEET AND DETAILS. �' FRAMING SPECIFIED AS•C'SERIES MOIST LOUISE A PACIFIC:PFC-3754 BEAN TYPE SPECIICATION ALL LUMBER IS TO BE KILN DRIED S W INDICATES SPAN AND DIRECTION OF BOISE CASCADE:PFC-4665 lD ROOF JOISTS AND RAFTERS SHALL BE ONE OF THE FOLLWING: ANTHONY.PFC-5317 SIMPLY SUPPORTED 24F-V4 DF/DF w 2.PROVIDE TOP PLATE SPUCE AT EXTERIOR WALLS AND INTERIOR ANTHONY ADI/40 CALVERT INC.:EWS#Y117 CANTILEVERED 24F-V8 DF/DF D[ SHEAR WALLS. INDICATES SPAN AND DIRECTION OF BOISE CASCADE BCl/500 OPEN JOIST 2000:PFC-5725 CONTINUOUS OVER SUPPORTS 24F-VS DF/DF ALL NTERIOR NON-BEARNG,NOI�FSFEAR WALL STUD TRUSSES AT 24"0\C TRUS JOIST TJI/210 OR 310 2 3.NAIL FOR S.P.N.TO BE 16d SHORT NAILS,3 i/4"x 0.131"DIA"(BLACK) LOUISIANA PACIFIC LPI/20,32 OR 300 WALLS MAY BE FRAMED WffH 2x4 STUDS AT 24"O/c •• D ENGINEERED WOOD BEAM-'EWB" OR URGER.REFER TO SHEAR WALL SCHEDULE FOR S.P.N.AT SHEAR WALLS. INDICATES SPAN AND DIRECTION OF NASCOR NJH - 0! FLOOR JOISTS EWB'DESIGN VALUES Fb F° E ROOF TRUSS NOTES: J FRAMING SPECIFIED AS"FO SERIES MOIST o m 4.REFER 1D DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY CALLED ( INDICATES SPAN AND DIRECTION OF SHALL BE ONE OF THE FOLLWING: BEAM WIDTH GREATER 2400 270 1.8 m OUT OR NOTED ON THE PLANS. DECK JOISTS THAN 3.5' IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED CS ANTHONYIS' ADI/fi0 / 1.TRUSS MANUFACTURER TO DESIGN TRUSSES PER FRAMING PUNS (FINGER-JOINTED) LUMBER. ALL FINGER-JOINTED LUMBER k' 5.REFER TO DETAIL 11/SD2 FOR NON-BEARING HEADER SCHEDULE. (� INDICATES SPAN AND DIRECTION OF "IS' CASCADE BCI 600 )CI VERSA-LAM EVIL 2800 285 2.0 WITH THE FOLLOWING REQUIREMENTS: E \ / CEILING JOISTS TRUS JOIST TiJ/360 TJI PARALUM PSL 2s00 290 2.0 A AUGN ALL TOPS OF TRUSS CHORDS MUST BE "CER XT JNTS" AND CONFORM WITH THE WWPA's 6.REFER TO DETAIL i/SD2 FOR SHEAR WALL,FLOOR,AND ROOF SPECIFICATIONS. LOUISIANA PACIFIC UPI 36A LPI GANG-LAN LVL 2950 290 2.0 B.HEAD OUT FOR 30"x 3o"ATTIC ACCESS,WHEN OCCURS. GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL. O (�) NASCOR NJU PREMIER PLUS GIES 3000 270 2.1 NOTE NO HEAD OUT IS REWIRED FOR A MAX.28"WIDE OPENING - o LL INDICATES HEADER AND BEAM REFERENCE GLUTM 30E-E2 3000 270 2.1 FINGER-JOINTED LUMBER IS TO BE STAMPED WITH z LY FOR STRUCTURAL CALCULATIONS. FRAMING SPECIFIED AS•A"SERIES I-JOIST CALVERT GL 3000 3000 300 2.1 PROVIDED THE ROOF PLYWOOD HAS A SPAN RATING OF 32/16. CER EXT JNTS"AND MAY BE USED INTERCHANGEABLE WITH O 2.0E ULTRAUM EVIL 3100 2B5 2.0 C.PROVIDE ADDITIONAL SUPPORT AT AIR HANDLER, Z ® SHALL BE ONE OF THE FOLLOWING- ANTHONY POWER BEAM 3000 300 2.1 WHERE OCCURS. ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME SPECIES INDICATES SHEAR WALL TYPE. REFER TO DETAIL 1/SD2 BOSEN CASCADE OBCl/900 CALVERT GLB 1 2400 1 270 1 1.8 D.PROVIDE CONVENTIONAL FURRING AT INTERIOR AND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN TRUS JOIST TJI/560 COFFERED CEILING AREAS,U.N.D. THE STRUCTURAL GENERAL NOTES AND CALCULATIONS. z E.TRUSS HANGERS TO BE DESIGNED BY TRUSS V K LOUISIANA PACIFIC LPI/S6A "EWB'DESIGN VALUES Fl 1, E MANUFACTURER W BEAM WIDTH LESS THAN F.PROVIDE SOLED BEARING AT MULTIPLE GIRDER Z lO NUMBERS OR EQUAL TO 3.5" 2600 270 1.7 TRUSS(ES SPF IS TO BE USED FOR STUDS AND CRIPPLE WALLS ONLY. TRUS JOIST:PFC-4354 TJI TIMBERSTRAND ESL 2600 400 I.7 2.CONTRACTOR TO SUBMIT CORES OF TRUSS PLANS TO ALL TOP PLATES AND SILL PLATES ARE TO BE DOUGLAS- LOUISIAN4 PACIFIC:PFC-3754 LPI GANG-LAM LVL 2650 285 1.9 BULDG.DEPT.AND STRUCT.ENGINEER FOR REVIEW FIR-LARCH. ALL 3x MEMBERS OR LARGER ARE TO BE J BOISE CASCADE:PFC-4665 BCI VERSA-LAM LVL 2800 285 2.0 ANTHONY:PFC-5317 3.EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE -FIR-LARCH. REFER TO FRAMING NOTES ON SHEET NJ ULTRALAM LVL 2800 285 I.6 CALVERT INC.:EWSA Y117 TJI PARALLAM PSL 2900 290 2.0 HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION SDI FOR FURTHER CLARIFICATION. V OPEN JOIST 2000:PFC-5725 UPI GANG-LAM LVL 2950 290 2.0 LOCATED WITHIN 2 FEET OF THE CENTER SPAN ON THE FACE OF U PREMIER PLUS GLB 3000 270 2.1 THE BOTTOM CHORD PER UBC 2321A G GLU-UMJ 3OF-E2 3000 270 2.1 FSI-LVL 2750 2B5 1.6 A.IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. 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IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR m p TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN w REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. H < >Y POST TENSION SLAB z 0 U LAY-OUT NOTES: z 1.POST TENSION FOUNDATION TO BE DESIGNED BY OTHERS. Z REFER TO THEIR DRAWINGS AND CALCULATIONS FOR COMPLETE V OL CONSTRUCTION REQUIREMENTS. Lu = W 2.THIS PLAN REFLECTS SLAB LAY-OUT AND ASSISTS IN LOCATING Z HOEDOWNS,ANCHOR BOLTS, POST BASE HARDWARE,AND CRITICAL BEARING WALL LOADS AND POINT LOADS.ALL DIMENSIONS TO BE A Q� W VERIFIED WITH ARCHITECTURAL FLOOR PLAN DIMENSIONS BY ARCHITECT �'n AND CONTRACTOR PRIOR TO CONSTRUCTION. _ j ( 3.FOOTINGS SHALL BE OBSERVED BY THE PROJECT SOIL/GEOLOGY ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE. L w Z Z 4.CONCRETE TYPE TO BE DETERMINED UPON COMPLETION OF ROUGH z GRADING,AND VERIFIED WITH SOILS ENGINEER RECOMMENDATIONS PRIOR TO PLACEMENT. 5.ALL LINE LOADS GREATER THAN 1000 Ibs/ft HAVE BEEN NOTED ON THE PLANS �� w 6.ALL POINT LOADS GREATER THAN 5000 lb, HAVE O a' BEEN NOTED ON THE PLANS. POST TENSIONED SLAB IS ASSUMED ' TO BE ABLE TO SUPPORT POINT LOADS LESS THAN 5000 Ibs,POST TENSION Q O ENGINEER SHALL VERIFY. 7.POST TENSION ENGINEER TO PROVIDE AND LOCATE CONTROL JOINTS N TO MINIMIZE SLAB CRACKS. FOUNDATION NOTES: 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8"DIAMETER 5s:�` , BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7"INTO CONCRETE ;s WITH A MAXIMUM SPACING OF 72"O.C. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION iT� L-o PLATE WITH ONE BOLT LOCATED WITHIN 12"OF EA END OF EA PIECE. - El PLAN 2324-B A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA.BOLT TO THE PLATE. REFER 70 DETAIL 7/SDI FOR ALTERNATE CONDITION FOR MISSING.MISPLACEA"HOR BOLTS. SLAB HARDWARE PLAN 2.ALL INTERIOR SHEAR WAOLLSRA E TOUBEFSECURED WITH ANCHOR BOLTS (OR ALTERNATE AS ABOVE)SPACED PER FOUNDATION PLAN AND CO SCALE:1/4"a 1'-0" STRUCTURAL ENGINEERS CALCULATIONS. 0) I FOR ADDITIONAL AND SPECIFIC 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INFORMATION NOT SNOLLN HERE INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 12/SDI. xx REFER TO MAIN SLAB PLAN STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. LL 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD1. PROVIDE AND PLAN2324—C __ NSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) SLAB HARDWARE PLAN I FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. d DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT d) HOEDOWN LOCATIONS. I 5. PROVIDE 5 8"DIAMETER BY 14"ANCHOR BOLTS AT 3X FOUNDATION SCALE:I/4" =I'-0" �-. I I PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 FOR ADDITIONAL AND SPECIFIC I j 4 W4 HARDY PANEL SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. 01 INFORMATION NOT SHOILN HERE HOEDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION REFER TO MAIN SLAB PLANIX"Ei11 INSPECTIONS. a N 7. USE 2"z 2"x 3/16"PLATE WASHERS. Z O Z tlJ 2 918 HARDY PAHEL 4 8. REFER 70 DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR mow, A8. , H_1 ,/I BOLT SPACING. I B'�I"� I 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY. 1 Ll�r � O U 10. REFER TO DETAIL 11/SDI FOR ANCHOR BOLT SIZE AT HOEDOWNS. //\ 66 < I V/ cz j j a W J I I nl 'V i Z ............. O < T Qa = w z __ __ < c J x H w O U h �L, Ow Pz z I I J��� •.• U O W w I 9 I W < �� L•II'd," Y 3 r a < J j < 4 ~ I. D4 Q tQOFE55lON < Z y < N NSNo.C6cri b�49 w. -fuP_.6/06 n cp � V/i r,TrE CI V IV O�?�P N i OF CA�1F Q t w 2 (2)1818 HARDY COMILS H EhBEDMENT w��1 cz Plot/Sign cz gy Date: 11/16/040 k .......... Scale: 1/4" i 1'-0" z LU w PLAN 2324-D Job No: 04-1319 SLAB HARDWARE PLAN Revision: SCALE:1/4"_I' PLAN 2324-A Sheet No: � FOR ADDITIONAL AND SPECIFIC 04OWATION NOT SHOWN HERE SLAB HARDWARE PLANz REFER TO MAIN SLAB PLAN < ❑� ❑o SCALE:1/4" -1'-O" S2—1 0 w 0 C o m� r SOIL INFORMATION: W >u 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. _ 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC. D JOB NO.: 1216.00 - o D[ DATED: SEPTEMBER 30,2003 U o n I mm o < !i 3.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO p REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. WWW IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. O - Z O U III FOUNDATION NOTES. Z 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8"DIAMETER (� BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7"INTO CONCRETE Z WITH A MAXIMUM SPACING OF 72"O.C. V pZ THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED MIN.7"&MAX.12'OF EA END OF EA PLATE. W A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA.BOLT TO THE PLATE. REFER TO DETAIL 7�SD1 FOR ALTERNATE CONDITION FOR MISSING,MISPLACED OR IN LIEU dF ANCHOR BOLTS. �� Z 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS W OR ALTERNATE AS ABOVE SPACED PER FOUNDATION PLAN AND O STRUCTURAL ENGINEERS CALCULATIONS. L o- 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS W INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SD1. —L U Z STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. < 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD1. PROVIDE AND oz INSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) O FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. _ DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT Q7 HOLDOWN LOCATIONS. O fi 5. PROVIDE 5 8"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 � p R SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. w/ O 6. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION PLAN 2324-�/ .fr•• O VERY LOW "El" INSPECTIONS. 4N 7. USE 2"x 2"x 3/16" PLATE WASHERS. T C� FOUNDATION PLAN S. REFER STO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR O SCALE:I/4".1'-0" BOLT PACING. ❑ a 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY_�.I ❑ , ❑ ❑ THIS FOUNDATION DESIGN 15 INTENDED CALLED OUT OR NOTED ON PLANS. FOR LOTS WITH"EI"LESS THAN OR PLAN2324— EQUAL TO 20 AND"PI"LESS THAN 15. 1D. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOEDOWNS. 0) VERYLOW "El" L3 FOR ADDITIONAL AND SPECIFIC FOUNDATION PLAN �' INFORhIATION NOT SHOWN HERE PER DG SIZE AND REINFORCING REFER TO MAM FDN.FLAN PER DETAIL SHT SD1. ��55 SCALE:V4"=I'-0" NON-SHADED 2-STORY FOOTING. LL' FOOTING SIZE AND REINFORCING THIS FOUNDATION DESIGN IS INTENDED —————— PER DETAIL SHT SD1. m FOR LOTS WITH"El"LESS THAN OR ---------� I r GRADE BEAM PER PLAN EQUAL TO 20 AND"PI"LESS THAN 15. I I In FOR ADDITIONAL AND SPECIFIC I� I sDl 4 W4 HJIMY PANEL i-.-..---- -�--- � INFORMATION NOT SHOW HERE .nk'•Aa.u✓15" REFER TO MAIN FDN.PLAN I I EMBEDIME ) VAPOR BARRIER REQUIREMENTS: ( J MIN 10 MIL. POLYETHYLENE VAPOR ( W BARRIER APPLIED CONTINUOUSLY WITH Q > ALL SEAMS LAPPED A MINIMUM 6" ( Z L____—_-- ___ _ __ ) AND SEALED WITH TAPE. ALL PENET- ( p'3 \ Z I — — —9B VIA®Y PNZ d---, j SHALLLJ BE SEALED BYETAPE VAPOR BARRIER PRERVIEENT ( O MOISTURE INTRUSION.TEMPORARY GRADE < ••AB.W25" H-I I If j LD STAKES SHALL NOT PENETRATE THE ( cc VAPOR BARRIER. ( T Q co LL W < < < �Q = W ~ < J~ X � W O O IIIF_ Z -- I I I CD V! Z O U W a L----- _ , MM I II II I L Lu -11 r >< r------J < II 4 i ~ < I < I m I .QROfE6)ON < z < I I tlJ Lo �- III I 6DI I I \, I 6DI rE OF CAlx L� I I (2)-1918 Ia,e,ROY Le I I I o PLAN 2324-D I li ! "' T 'Z, �i i i Plot/Sign VERY LOW "El" I _ ��� Date: ,,,,6,04 z�__-------- -- I, d o FOUNDATION PLAN e�k � _ ---_ —= PLAN 2324-A Scale: 1/4" = 1'-D- z SCALE:I/d"•I'-0" I -- ---�� LLi THIS FOUNDATION DESIGN IS INTENDED �'-- — x le" VERY LOW "El Job No: 04-1319 z -------- 13 3 PAD F4 eARs FOR LOTS WITH"Ell'LESS THAN OR 36 e1a x 1s• s01 "M(3)Aa BATr3 l� EQUAL TO I ANp"PI"LESS THAN M. IPAP �LU°T FOUNDATION PLAN Revision: W 24.ba x Is"DP.(2) EACN WAY SCALE:1/4"=V-0" lD _ FOR ADDITIONAL AND SPECIFIC �I C 'P!�FovrlN''• gq�q THIS FOUNDATION DESIGN IS INTENDED Sheet No: LU INFORMATION NOT SHOWN HERE 7;ac ena(�uaY_ r4)o P T Eaa+ FOR LOTS WI"Ell'LESS THAN OR LU REFER TO MAN FDN.PLAN r , r , t SAES H P:41ffL EQUAL TO 20 AND'PI'LESS THAN 15. z ❑I ❑ I ❑I S2-1.1 L_J L_J o w !L SOIL INFORMATION: LLI 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE AS RECOMMENDED WRHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT, 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES.INC. ' JOB NO.: 1216.00 = "co pZ DATED: SEPTEMBER 30, 2003 o _ o m 6 3.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO m p IT IS HE RE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. R IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR RE VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN G REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. Im oL Z d FOUNDATION NOTES: 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8"DIAMETER BY 14" LONG ANCHOR BOLTS EMBEDDED AT LEAST 7"INTO CONCRETE Z WITH A MAXIMUM SPACING OF 72"O.C. V THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION W PLATE WITH ONE BOLT LOCATED MIN.7"&MAX. 12"OF EA END OF EA PLATE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA.BOLT —' Z TO THE PLATE. REFER TO DETAIL 7/SDI FOR ALTERNATE CONDITION FOR MISSING,MISPLACED OR IN LIEU OF ANCHOR BOLTS. 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS (OR ALTERNATE AS ABOVE)SPACED PER FOUNDATION PLAN AND 5 O RUCTURAL ENGINEERS ALCULATIONS. � d I 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS L LU INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SD1. Z N z STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD1.PROVIDE AND INSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) p FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. W DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT Q) OC HOLDOWN LOCATIONS. a _ d 5. PROVIDE 5/8"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION 10 SHEAR WALLS.VERIFY WITH SHEAR WALL ISCHEDUI REQUIRED AT ALL TYPE 1 - PLAN 2324-B 6. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTIONS, LOW AEI" 7. USE 2"x 2"x 3/16"PLATE WASHERS. FOUNDATION PLAN 8. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR BOLT SPACING. SCALE:1/4"•V-0" p 9.REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY '+ I-1 THIS FOUNDATION DESIGN IS INTENDED CALLED OUT OR NOTED ON PLANS. PLAN 2324-C FOR LOTS WITH"El"EQUAL TO THAN 20,LESS THAN OR EQUAL TO 50 AND 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOEDOWNS. � LOW AEI" "PI"LESS THAN OR EQUAL TO 15. 1CK(D]> U FOR ADDITIONAL AND SPECIFIC -STORYSHADED 1 FOUNDATION PLAN °D1 RMOR TOM NOT aaQUH HERE -- ----- FOOTING SIZE AND REINFORCING REFER TO MAIN FDN.PLAN PER DETAIL SHT 5D1. x SCALE:1/4"•F-0" NON-SHADED 2-STORY FOOTING. THIS FOUNDATION DESIGN IS NTENDED PFOONG ERTIDETAILZSHTNSD1. REINFORCINO FOR LOTS WITH"El"GREATER THAN IT-———— ---------- 20,LESS THAN OR EQUAL To 5o AND I I GRADE BEAM PER PLAN "PI"LESS THAN OR EQUAL TO 15. 3 FOR ADDITIONAL AND SPECIFIC I 1 e01 Lh4 mt AM PANEL ..--- ..."....------ � II"EOIa`tATION NOT SHOWN HERE H-I �y'#4D.�• ) ? REFER TO MAIN PM PLAN I 1 p pl T > VAPOR BARRIER REQUIREMENTS: ( 1 I > MIN 10 MIL. POLYETHYLENE VAPOR > ALD SAMARRIER S LAPPED� INIMUM Y6)'!I'TH LU )L•13'-O" L-------- - - ------------- > AN LEED WITH TA ALL PENLZ- \ 1 , ) RATIONS THROUH THE VAPOR BARRIER ( Z 7 1 9b PAIffL 4 �r� ) SHALL BE SEAL D BY TAPE TO PREVENT ( O \ I ) MOISTURE INTRUSION.TEMPORARY GRADE < M ,e, H-I I (� STAKES SHALL NOT PENETRATE THE ( ` LL > VAPOR BARRIER. ( p w O V 1 r-- --� 1 � O W O L Z LI 1 _ r� W/� � Z_ u I L---- — +- — ----------- — —ji '� � V♦VJ Z � o I J C) W N 1 ----� ------- -1 O V W ? - l j \�`�( s I Cr. I L-------- I ?� L•11'-rx W } j 1 I Q J < I 1 a 1 I I < 1 I ( Q�OFE 6/pN I �Av��D1'?�e� < I I I ra cc6o6� KI I BDI I \l}( I !DI S'rE OF GAl tDK�\e N I CIVI I I I I U (2)1818 HARD LS III K PLAN 2324-D d a d LOW "El" e I _--— -===r- Ili Plot/Sign 11,18/04 k l L -• --------L , J1 vt Date: z I' FOUNDATION PLAN r L. _------ -'' Scale: SCALE:I/4".,'_0" I PLAN 2324-A ,/4" _ ,�-D- _ -- --- LOW "EI" W THIS FOUNDATION DESIGN IS INTENDED L-- -----------J 13 ,qp�r-oolTejry R Job No: LU FOR LOTS WITH'EI'GREATER THAN 04-,319 �� �' �E FOUNDATION PLAN 20,LESS THAN OR EQUAL TO 50 AND W(3)4 BARS Revision: uZj "PI"LESS THAN OR EQUAL TO 15. EACH WAY 13 u 6rz x IS-DP.(2) SCALE:1/4"•V-0" FOR ADDITIONAL AND SPECIFIC eclP'1DFOOT^'�'• THIS FOUNDATION DESIGN IS INTENDED J INF;CWATION NOT SHOWN HERE 71'PIG4L. R BM- 4)4 FOR LOTS WITH"El"GREATER THAN Sheet No: w AT IB'o/o EACH UWT W.I.P T EALH REFER TO MAIN FPq PLAN I- -1 r END OF EACH PA EL 20,LESS THAN OR EQUAL TO 50 AND z L19 J �_ 19 J "PI"LESS THAN OR EQUAL TO 15. C2-1.2 V O K FRAMING NOTES: FRAMING LEGEND AND SYMBOLS COMPOSITE WOOD PRODUCTS: GLULAM BEAMS-"GLB°OR"GLU-LAM' \ � BEAM TYPE SPLC6CATION ALL LUMBER IS TO BE KILN DRIED o W I.REFER TO STRUCTURAL GENERAL NOTE SHEET AND DETAILS. INDICATES SPAN AND DIRECTION OF FRAMING SPECIFIED AS°C'SERIES[-JOIST W ROOF JOISTS AND RAFTERS SHALL BE ONE OF THE FOLLWING: ENGINEERED WOOD BEAM-'EWB' SIMPLY SUPPORTED 24F-V4 I, BF 2.PROVDE TOP PUTS SPACE AT EXTERIOR WALLS AND INTERIOR ANTHONY PDI/40 CANTtLf:VERED 24F-V8 DF DFzz SHEAR WALLS. 'EWB°DESIGN VALUES F6 Fv E / INDICATES SPAN AND DIRECTION OF BOISE CASCADE BCl/500 CONTINUOUS OVER SUPPORTS 24F-VB DF DF iN- ��� TRUSSES AT 24'0\C TRUS JOIST TJI/ OR 31p BEAM WIDTH GREATER 2400 270 1.8 / ALL NTERIOR NON-BEARNG,NOWSFEAR WALL STUD = 3.NAIL FOR S.P.N.TO BE 160 SHORT NAILS,3 1/4"x 0.131'DIA(BLM2O LOUISIANA PACIFIC LPI/20,32 OR 300 THAN 3.5' WALLS MAY BE FRAMED WITH 2X4 STUDS AT 24"0/C � OR URGER.REFER TO SHEAR WALL SCHEDULE FOR S.P.N.AT SFffAR WALLS. INFO IOORJOS ISSTPSAN AND DIRECTgN OF NASCOR NJH BCI VERSA-WA LVL 2800 285 2.D - ,`o_ 4.REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY CALLED TJI PARALWA PSL 2950 290 2.0 ROOF TRUSS NOTES: U FRAMING SPECKED AS'B°SERIES -JOIST LPI GANG-LAM LVL 2950 290 2 0 m m G INDICATES SPAN AND DIRECTION OF IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED d OUT OR NOTED ON THE PUNS. > SHAH BE ONE OF THE FOLLWINC DECK JOISTS ANTHONY AD I 60 PREMIER PLUS GLB 3000 270 2.1 (� / GLU-UM 3OF-E2 3000 270 2.1 1.TRUSS MANUFACTURER TO DESIGN TRUSSES PER FRAMING PLANS (FINGER-JOINTED LUMBER. ALL FINGER-JOINTED LUMBER 5.REFER TO DETAIL 11/SD2 FOR NON-BEARING HEADER SCHEDULE. \ / INDICATES SPAN AND DIRECTION OF BOISE CASCADE BCV600 CALVERT GL 3000 3000 300 2.1 WITH THE FOLLOWING REQUIREMENTS: CEILING JOISTS TRUS JOIST TJI/360 2.0E ULTRALUA LVL 3100 285 2.0 A ALIGN ALL TOPS OF TRUSS CHORDS MUST BE CER XT JNTS' AND CONFORM WITH THE WWPA's LS 6.REFER TO DETAIL 1/SD2 FOR SHEAR WALL,FLOOR,AND ROOF SPECIFICATIONS. LOUISLANA PACIFIC LPI 36A ANTHONY POWER BEAM 3000 300 2.1 B.HEAD OUT FOR 30"x 30"ATTIC ACCESS,WHEN OCCURS. O ( NASCOR NJU CAVERT GLIB zaoo z7o 1.6 GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL.INDICATE$HEADER AND BEAM REFERENCE NOTE:NO HEAD OUT IS REQUIRED FOR A MAX.28'WIDE OPENING z FOR STRUCTURAL CALCULATIONS. FINGER-JOINTED LUMBER IS TO BE STAMPED WITH - FRAMING SPECIFIED AS'A'SERIES I-JOIST PROVIDED THE ROOF PLYWOOD H45 A SPAN RATING OF 32/16. CER EXT JNTS' AND MAY BE USED INTERCHANGEABLE WITH SHALL BE ONE OF THE FOLLOWING: C.PROVIDE ADDITIONA SUPPORT AT AIR HANDLER Z © INDICATES SHEAR WALL TYPE. REFER TO DETAIL 1/SD2 ANTHONY ADI/80 •Ewe'DESIGN VAWES Fc Fv E WHERE OCCURS. ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME SPECIES BOISE CASCADE BCl/900 BEAM WIDTH LESS THAN 2600 270 1 7 D.PROVIDE CONVENTIONAL FURRING AT INTERIOR AND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN D TRUS JOIST TJI 560 OR EQUAL TO 3.5' COFFERED CEILING AREAS,U.N.O. z / E TRUSS HANGERS TO BE DESIGNED BY TRUSS THE STRUCTURAL GENERAL NOTES AND CALCULATIONS. (� C� oc LOUSIANA PACIFIC LPI/56A TJI TIMBERSIRAND LSL 2600 400 1.7 Lu UPIMANUFACTURER. Ba GANG-UM LVL 265D 285 1.9 F.PROVIDE SOLID BEARING AT MULTIPLE GIRDER . Z BCI LRSA-LMI LV 2800 285 1.O TRUS SPF IS TO BE USED FOR STUDS AND CRIPPLE WALLS ONLY. I N1 ULTRAAAI LVL 2850 285 1.8 a? W TRUS JOIST:PFC-4354 7J1 PARAUAAI PSL 29050 290 2.0 2.CONTRACTOR TO SUBMIT COPIES OF TRUSS PLANS TO ALL TOP PLATES AND SILL PLATES ARE TO BE DOUGLAS- LOUISWN PACIFIC:PFC-3754 LPI GANG-LAM LVL 2950 290 2.0 BULDG.DEPT.AND SIRUCT.ENGINEER FOR RENEW BOISE CASCADE:PFC-4665 PREMIER PLUS GLB 300o z7o 2.1 FIR-LARCH. ALL 3x MEMBERS OR LARGER ARE TO BE ANTHONY.PFC-53/7 GLU-LAM 30E-E2 3000 270 2.1 3.EACH TRUSS SHALL BE LEGIBLY BRAIDED,MARKED OR OTHERWISE DOUGLAS-FIR-LARCH. REFER TO FRAMING NOTES ON SHEET 'Al VERT INC.:EWS�Y117 FSI-LVL 2750 285 1.8 U L d WELDWOOD LVL 2711 285 1.8 HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION SDI FOR FURTHER CLARIFICATION. W OPEN JOIST 2000:PFC-5725 LOCATED WITHIN 2 FEET OF THE CENTER SPAN ON THE FACE OF PACIFIC WOODTECH LVL 2750 2B5 1.B Q THE BOTTOM CHORD PER UBC 2321.4: A IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. B.THE DESIGN LOAD. 9m O C.THE SPACING OF THE TRUSSES. O � � LL °� o 2 D3 ON AT I6•o/c O S - 4x4 4.4 OP PLATE SPLICE (2)C616 PER U - -- - I 4xs(S) _ 4.8 °L 9 + I EMI 5 �I�' 916 HAN7YPMffL 4 AT 16'o/ WAh'4 Al Vffi' 4!-I .. � AT 12.c/o L•�_6�� L�`0„n Y f\-\ I SIT 13 /1 I 4 _ O / l/ 4 °.r?4 HARDY PANEL r( 1 OFT DRAG GIRDS TRUBB •24� t+ N-I u/lb'4 AB.wa _4x4!91 ...._ 01BEDhENT CO lU cow '( (1)OS /I� �- n 5 r 5 { o T 2 4 AT 24' A. 21 1 5 ` \ ry om O �g am m tiOK �°oqY 1 l GIRDER TRIM L L•4'-o' �E Z 3 tCl`,�raE!�I L•k'-�'� O I f D IY PL c 14' m 1 / _ M'^ a �I O < W � I � 1 ' i � LEl � 7S � � / Z --.._- I $ w° ! _-__ -Fi.EIIB � 4wp ---- - K r , < a -.. 4N6 Z 1� +G ti Z O � < A .... m° BATH 2 l�ti X/( All _ ---- -- I I g 2 LL! < " (2)CBW 3Ly ■1 l6) u i nEm C' p � 1 J 'B _�a9I 0 W W O z p HALL .-...... .... BD2 .. w 0 4� v' z ®I R Z CID \ '� ° •1 apg�1 LU 1 O O U W w \ { !I DINiIVC2 �j p`7! 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N ROOF FRAMING PLAN FLOOR FRAMING PLAN W SCALE:1/4".P-0" p~a[ SCALE:1/4"•I'-0" FOR ADDITIONAL AND SPECIFIC FOR ADDITIONAL AND SPECIFIC INFORMATION NOT SHOIIN HEM Sign 11/16/04 0 INFORMATION NOT SHOIN HERE REFER TO MAIN FRAMING PLAN Plot Date:: REFER TO MAIN FRAMING PLAN Scale: C� 1/4" = V-0" z Dz W Job No: 04-1319 z z z Revision: w N J Sheet No: LLI Z S2-3 0 LL Lu W LL Lu < LU zz LU z Lu LU z < M 4xb CO it to CiAME END DRAIS TFL155„,mu PLOW- IL ---------- L U ...................... I ............ LU AT 24"W. 00 50NU6/0f'T TESHI,E31:)RM 4 10 0 N 0 < ............. cf) ................. < ........... uj .................. .............. ................... . .......... ................. ............ ........................ < 0.......................... - .......... ....................... ............................. RP 3 z ............ ................................ Ld ............................. ..... < .......... .............. 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I caNr.oxmR.en.n+t0w. __________ ______.- L24'3s J - 4x4 x4 IJ Ll I Q Q AT 36'o/0 I L_L---__-_____1___� 1 W ~ < rz s^�rF OP CAI�F�a�\C N PLAN 2324-D PLAN 2324-D ROOF FRAMING PLAN FLOOR FRAMING PLAN Plot/Sign SCALE:I/411,h_0" SCALE:1/4"•I'-0" Dote: 11/16/04 z FOR ADDITIONAL AND amr—i IO FOR ADDITIONAL AND SPEGFIG IWOWATION NOT SFIMN NEIim INFOWATION NOT SFaOUTJ HERE Scale: 1/4" = 1' 0" z REFER TO MAIN FRAMWj PLAN REFER t0 MAIN FRAMING PLAN U Job No: 04-1319 Z 'U Z Revision: W N J Sheet No: � U S2—5 o< o LL K W d SOIL INFORMATION: N H 1.SOILS REPORT BY: A EEFE&ASSOCIATES,INC. S JOB NO.: 216.00 'V DATED: SEPTE 0 EPTEMBER 30, 2003 = K U � 2.OWNER DEVELOPER AND SUBCONTRACTORS ARE TO n J REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. m m � Q IT IS THE RESPONSIBILITY OF THE OWNER•DEVELOPER AND SUBCONTRACTOR ac o TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN w j REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. K POST TENSION SLAB a LAY-OUT NOTES: 1.POST TENSION FOUNDATION TO BE DESIGNED BY OTHERS. Z REFER TO THEIR DRAWINGS AND CALCULATIONS FOR COMPLETE V pC CONSTRUCTION REQUIREMENTS. W 2.THIS PLAN REFLECTS SLAB LAY-OUT AND ASSISTS IN LOCATING Z HOLDOWNS,ANCHOR BOLTS, POST BASE HARDWARE,AND CRITICAL BEARING WALL LOADS AND POINT LOADS.ALL DIMENSIONS TO BE VERIFIED WITH ARCHITECTURAL FLOOR PLAN DIMENSIONS BY ARCHITECT ;`1LU AND CONTRACTOR PRIOR TO CONSTRUCTION. 3.FOOTINGS SHALL BE OBSERVED BY THE PROJECT SOIL/GEOLOGY Lu d ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE. V L W 4.CONCRETE TYPE TO BE DETERMINED UPON COMPLETION OF ROUGH Z z GRADING,AND VERIFIED WITH SOILS ENGINEER RECOMMENDATIONS PRIOR TO PLACEMENT. = p( 5.ALL LINE LOADS GREATER THAN 1000 Ibs/ft HAVE BEEN NOTED ON THE PLANS Q7 NC i W B.ALL POINT LOADS GREATER THAN 5000 Ibs HAVE Q BEEN NOTED ON THE PLANS. POST TENSIONED SLAB IS ASSUMED TO BE ABLE TO SUPPORT POINT LOADS LESS THAN 5000 Ibs,POST TENSION p ENGINEER SHALL VERIFY. PLAN 2324-B REVERSE N 7 TO MINIMIZE SLAB CRACKS. PROVIDE AND LOCATE CONTROL JOINTS � O SLAB HARDWARE PLAN SCALE:1/4"•P-m" FOUNDATION NOTES: FOR ADDITIONAL AND SPECIFIC 1. ALL EXTERIOR WALLS ARE TO BE SECURED WITH T 7-INTO CON jN B�ORI'1ATION NOT SFIOILN HERE BY 14 LONG ANCHOR BOLTS EMBEDDED AT LEAST 7 INTO CONCRETE REFER TO MAIN SLAB PLAN WITH A MAXIMUM SPACING OF 72"O.C. ❑ THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION O 1:1 PLATE WITH ONE BOLT LOCATED WITHIN 12"OF EA.END OF EA PIECE. KJ A PROPERLY SIZED NUT AND WASHER 5 L BE TIGHTENED ON EA.BOLT CO FT THE OR MISSING,ATE. REFER TO MISPLACED OR DETAIL 7 FSD1 FOR ALTERNATE CONDITION a'J PLAN 2324-C REVERSEANCHOR BOLTS. 2.A( ALTERNATE INTERIOR SHEAR WALLS ARE SPACED BE SECURED WITH ANCHOR BOLTS � SLAB HARDWARE PLAN STTRUCTLRAL ENGINEERSVCALCULATIONS.ER FOUNDATION PLAN AND 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS SCALE:I/4"•I'-0" INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 12/SD1. x FOR ADDITIONAL AND BPEGIFIC AL STRUCTUR ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 1L INFORMATION NOT BHOUN HEFa'E 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD1.PROVIDE AND INSTALL ALL U.S.P. LUMBER CONNECTORS (OR EQUAL) REFER TO MAIN SLAB PLAN -- �� FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. CP In ICJ r� 5. PROVIDE 5ES'DIAMETER BY 14"ANCHOR BOLTS AT 3X FOUNDATION PLATES W ERE OCCURS. 3z SILL PLATE IS REQUIRED AT ALL TYPE 1 024 HI4FVY PANEL 4 I SHEAR WALLS. VERIFY WITH SHEAR WALL SCHEDULE. mA Y'A Aa mab' M-I EMBEDMENT I 6_INSPECTIONS.ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION J v� 7. USE 2"a 2"• 3/16"PLATE WASHERS. ~ d 910 W11�Y PNEL 2 8. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR wl 'F AB.m/t5' �r� BOLT SPACING. 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY. O Lh 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOEDOWNS. z 66 Q QaJ � 2 Z p U L Q _._.._.. L � O Ill P Z Ir V_ ` l_4 C. 0 W J W C) H 3r ) W L•II'-b" } _j < Q 4 o QgOFE55lON G c S7r IV E OF C A1.1Fa C] c_� W H Q (2)TS MANY PANELS 7 K W H-1 O EMBEDMENT � ZIP Plot/Sign ➢C Aryl b Date: >>I1 6/04 O z_ 0 N Scale: ED w UJ PLAN 2324-D REVERSE ° Job No: 04-1319 SLAB HARDWARE PLAN Revision: w SCALE: ITI• l- PLAN 2324-A REVERSE j FOR ADDITIONAL AND SPECIFIC Sheet No: INFOpMATION NOT SHOU,N FIEF SLAB HARDWARE PLAN w REFER TO MAIN SLAB PLAN z SCALE:1/4"•I'-V ❑ S2—1R 0 Ld El d f.. ....-... LU ........... IY SOIL INFORMATION: W 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE K AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT, d) 2.SOILS REPORT BY: ALSUS—KEEFE&ASSOCIATES, INC. C: JOB NO.: 1216.00 _ � DATED: SEPTEMBER 30,2003 3.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO m m Q REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. pz FOUNDATION NOTES: s z 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8"DIAMETER BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7"INTO CONCRETE - WITH A MAXIMUM SPACING OF 72"O.C. '^ Z THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION v J V OL PLATE WITH ONE BOLT LOCATED MIN.7"&MAX. 12.OF EA END OF EA PLATE. W A PROPERLY SIZED NUT AND WASHERS L BE TIGHTENED ON EA BOLT _ W TO THE PLATE. REFER TO DETAIL 7/HSADLI FOR ALTERNATE CONDITION Z FOR MISSING,MISPLACED OR IN LIEU OF ANCHOR BOLTS. � ^ z 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS Q� W (OR ALTERNATE AS ABOVE)SPACED PER FOUNDATION PLAN AND M STRUCTURAL ENGINEERS CALCULATIONS. W LU j 3.ALL INTERIOR NON SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS L' W INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16 Z U ' STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES.S. Q� '--- 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SDI. PROVIDE AND = NSTALL ALL U.S.P. LUMBER CONNECTORS TOR EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. W DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT PLAN 2324-B REVERSE HOLDOWN LOCATIONS. •� d PLAN 2324-C REVERSE VERY LOW AEIA 5 SLATEEIDEW5/RE CC RS. SILL PLATE ANCHOR S BREQUIRED3AT ALLNDnAPTEN SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. O0 y VERY LOW "El" FOUNDATION PLAN 6. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION N INSPECTIONS. L Q FOUNDATION PLAN SCALE:1/4"=1' 7. USE 2"x 2"x 3/16"PLATE WASHERS. 717 GALE:I/4 =1'-0" THIS FOUNDATION DESIGN IS INTENDED e. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR THIS FOUNDATION DESIGN IS INTENDEDFOR �'JI ■ ❑ ❑ EQUALOTO 20 AND""PI"Q�LESSATHAN I5. BOLT SPACING. 0 FOR LOTS WITH"EI'LE55 THAN OR 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY EQUAL TO 20 AND"PI"LESS THAN 15. CALLED OUT OR NOTED ON PLANS. ' FOR AD ITIONAL AND SPECIFIC INFORM TION NOT SI-10'J.N HERE 10. REFER TO DETAIL 11/5D1 FOR ANCHOR BOLT SIZE AT HOLDOWNS. _ FOR ADDITIONAL AND BFlECIFIC REFER O MAIN FDN.PLAN ,� INFORMATION NOT SHOWN HER£ REFER TO MAIN FDN.PLAN 801 to SHADED 1-STORY FOOTING. FOOTING SIZE AND REINFORCING PER DETAIL SHT S01, ��SS NON-SHADED 2-STORY FOOTING. Lei. r--------- ----� FOOTNG SIZE AND REINFORCING Ca. -------- PER DETAIL SHT SD1. ,F' I I µn l GRADE BEAM PER PLAN 6) W4 VM aPANEL 4 wkE CEDMENT H� I I --------------------- VAP ER r-------" - --- - - --------J ' L�'-® ) BAR OIERBMRRIPOLYETHYLENENVAPOJR R APPLIED CONTINUOUSLY YH 4 91S PARRY PANEL 2 > ALL SEgMg LAPPED A MINIMUM 6 ( _ I H-1 w ♦AB.u/t5' I �� ) AND SEALED WRH TAPE.ALL PENET- < ' ^ 1 I EMBEDMENT I A RATIONS THROUGH THE VA�OR BARRIER ( j �I� y SHALL BE SEALED BY TAP 70 PREL ( Foz (� �' I I y STAKESRSHALL NO TNPENEETRAE THE RARE ( N 13 I ) VAPOR BARRIER. ( `} 0) 177 < iL•rs'm' I I I I Zco ' _ I W Q ' Z Q V W LL 8D1 � I I I W O = _ J~ L- ---. � _-- ------ ---- --- ro I I3 0 W I_ Z z I .. ................................ : �I � Z O W J o y I , , UW I L.I1'-6• � S�-'� I � i I L----- W 4 Q < L.12'-O' i i -••� I I I, I I I I < I I I I I QROfE55/Q4, � Z 14 Ili\ I l i I a hP� .• yo c U) r e I �. ,Nn erao6s m m 6DI ��� I I eD1 I 03 PLAN 2324-D REVERSE 11 cIVI a��° (3)' � I I' I I e o VERY LOW "Elm ! l i; (2)I H.RDY PANELS u I i I,,i ; jl OF LA 1f FOUNDATION PLAN !'I'' °"�T _ II!!' PLAN 2324-A REVERSE < Et a d "�' I'' _�____- r J I!�ti VERY LOW "El"_ ----------—' Plot/Sign 0z SCALE:I/a",I'-0" ------ ------- - 11/16/04 0 FOUNDATION PLAN s�a;e1 THIS FOUNDATION DESIGN 15 INTENDED -- _ —'— s I Z FOR LOTS WITH'Ell'LESS THAN OR I — EQUAL TO 20 AND"PI"LESS THAN 5. F�x --- 6 13 L--- I _ SCALE:1/4"=I'-0" 1/4" 1'-0" z_ "✓(3)'4ElARB —J THIS FOUNDATION DESIGN IS INTENDED °L W FOR ADDITIONAL AND SPECIFIC B' MIS SDI PAD)F -- ____ FOR LOTS WITH"EP LESS THAN OR J-4 BARSob No: 04-1319 z INFORMATION NOT SHOWN HERE EACH ULA,Y EQUAL TO 20 AND"PI"LESS THAN 15. REFER t0 MAIN FDNL PLAN 24'Sa x e^DP.(2) 13 z CO C.PAD FOOTING, 8D1 Revision: W (4)V TYPICAL u✓V BAR lD E7,0 • (P AT IS"o/c EACH UAT ❑� ❑ F 71 Sheet No: W L S2-1.1R 0 W W d a d , a SOIL INFORMATION: 7.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE AS RECOMMENDED WITH IN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC. JOB NO.: 1216.00 _ o DATED: SEPTEMBER 30, 2003 U _ U O � 3.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO m m ¢ o REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. o<C 0 O z Z O FOUNDATION NOTES: z 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8"DIAMETER BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7"INTO CONCRETE z WITH A MAXIMUM SPACING OF 72' O.C. '^ THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION V J W PLATE WITH ONE BOLT LOCATED MIN.7"&MAX. 12"OF E4.END OF EA PLATE. A PROPERLY SIZED NUT AND WASHERS BE TIGHTENED ON EA.BOLT J Z TO THE PLATE. REFER TO DETAIL 7/HS4D1 FOR ALTERNATE CONDITION FOR MISSING,MISPLACED OR IN LIEU OF ANCHOR BOLTS. ^ 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS �� W (OR ALTERNATE AS ABOVE) SPACED PER FOUNDATION PLAN AND J $STRUCTURAL ENGINEERS CALCULATIONS. UA V L u 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS W INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SDi. Z N U i I STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 1 ' 4. INSTALL HOEDOWN ANCHOR BOLTS PER 11/SD1. PROVIDE AND = INSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) __ O FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. LL ------- - DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT Q7 oL HOEDOWN LOCATIONS. PLAN 2324—B REVERSE 5 PROVIDE 5 8"DIAMETER BY 1 ANCHOR BOLTS AT 3X FOUNDATION O PLATES WHERE OCCURS, SILLLL PLATE IS REQUIRED AT ALL TYPE 1 SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. O LOW EI 6. HOD OWN OWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION N FOUNDATION PLAN 7. USE 2"x 2"x 3/16"PLATE WASHERS. T PLAN 2324—C REVERSE THIS : .I-0' 8. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR THIS FOUNDATION pEbKaN IS NT£NpED BOLT SPACING. LOW "El" El O El FOR LOTS WITH"Ell'GREATER THAN OR EQUAL TO 50 MID 2 LE T 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY U PI" SS T Ml CALLED OUT OR NOTED ON PLANS. - FOUNDATION PLAN Appl ONAL ANp bP£CFIC 10. REFER TO DETAIL 11/SDl FOR ANCHOR BOLT SIZE AT HOEDOWNS SCALE:1/4"-V-0" THIS FOUNDATION DESIGN IS INTENDED REFER TT MA NOFD � 113 6D1 1 SH ADED 1-STORY FOOTING. FOR LOTS WITH"Ell'GREATER THAN 0) FOOTING SIZE AND REINFORCING 20,LESS THAN OR EQUAL TO 50 AND -- _ PER DETAIL SHT SD1. "PI"LESS THAN OR EQUAL TO 15. NON-SHADED 2-STORY FOOTING. LL FOR ADDITIONAL AND SPECIFIC J -----___ PERTIINGIDE SIZEIL AND REINFORCING INFORMATIGN NOT SHOWN HERE r-----__-- ----, I- 1. REFER TO MAIN FDR PLAN I I GRADE BEAM PER PLAN a 1 13 i I (f 1 Ln 924 HARDY PANEL 4 BDI I /1�r MIDEPter ! I ) VAPOR BARRIER REQUIREMENTS: ( 0) ...._� ) MIN 10 MIL POLYETHYLENE VAPOR ( J �� > BARRIER APPLIED CONTINUOUSLY)4fTH ( F --------,J L IY�-®ul ) ALL SFAMS LAPPED OINIMUM 6 < Z _ > AND SEALED WITH TA ALLRRPENET- r--- 4 919 HARVY PANEL-- — — 2 r/ ) RATION BE SEALED THETAPEOTO PRERVIENT < J p 1\ I I N-I WI "F AB../15' inr ) MOISTURE INTRUSION.TEMPORARY GRADE < O //••��� Q" 'T i �I� > STAKES SHALL NOT PENETRATE THE < LL VAPOR BARRIER. L; 0) L6 < 8D I I - - - r� .I I , Q Q W =i < V gQ O --- — --J Q Q = W <... �— — < J r X � of U OW HZ < ____________ ____ ____J I 3 � Z W 00 D U W o� s j/ter/ i I k i r------ L� J W >- < I < I _ I < ap,OFE SSI0 < z I I I NrNil.G6G06'9 m K) I /� r` I I 16u26 110 -0M ) / ID I * �* 0) I � F1 cnl\ Q-� N Li I III ! o II ,�I Y PA4ELl3 —EhIDEDMENT---__- r— - < PLAN 2324—D REVERSE _�--- 43. J � oatsi9n ,,,,6,04 LOW "El" _-- =_L Scale: '/4 = 1 O FOUNDATION PLAN 36'BQx15•DP ---'jN L__--_—_ PLAN 2324—A REVERSE W PAD FOOT. I ----- -- Job No: 04-1319 z SCALE:I/4"=1'-0° .rE3 X R�YaLOW "EI" THI5 FOUNDATION DESIGNIS INTENDED RS Revision: L7 FOR LOTS WITH"El"GRATER THAN 24"ea x V DP.(2) 13 FOUNDATION PLAN N 20,LESS THAN OR EQUAL TO 50 AND CONC.PAD FOOTING, ,PI"LESS THAN OR EQUAL TO 15. u) BARB TT'PICAL uv A4 ewx eDl 4 •E PEACN �AT 1e•oie P_aCN NAY SCALE:I/d",1'_0" Sheet No: d FOR ADDITIONAL AND SPECIFIC A1EL r r , THIS FOUNDATION DESIGN 15 INTENDED INFORMATION NOT SHOWN HERE I I I a I FOR LOTS WITH"El"GREATER THAN < REFER TO MAIN FDN.PLAN L—J L_J 20,LE55 THAN OR EQUAL TO 50 AND S2-1.2R m "PI"LESS THAN OR EQUAL TO 15. 0 LL OL W d -- FRAMING NOTES: FRAMING LEGEND AND SYMBOLS COMPOSITE WOOD PRODUCTS: GLUM BEAMS-°GLB'OR"GLU-LAM' \ 1.REFER TO STRUCTURAL GENERAL NOTE SHEET AND DETAILS. INDICATES SPAN AND DIRECTION OF FRAMING SPECIFIED AS"C"SERIES I-JOIST BEAM TYPE SPECIICATION ALL LLMNIBER IS TO BE KILN DRED \ o 2.PROVIDE TOP PLATE SPLICE AT EXTERIOR WALLS AND INTERIOR ' �t ROOF JOISTS AND RAFTERS SHALL BE ONE OF THE FOLLWING: ENGINEERED WOOD BEAM-"EWB' SIMPLY SUPPORTED 24F-V4 DF/DFLLI SHEAR WALLS. PHTHDNY ADI/� CANTILEVERED 24F-V8 DF/DF N INDICATES SPAN ANryD DIRECTION OF BOISE C45CADE BCl/500 'EWB'DESIGN VALUES Fb Fv E CONTINUOUS OVER SUPPORTS 24F-V8 DF/DF TRUSSES AT 24"0\C TRUS JOIST TJI/210 OR 31D BEAM WIDTH GREATER 2400 270 1.8 ALL NTSM NIWEI ARNG•"-SFEAR WALL STUD =3.NAIL FOR S.P.N.TO BE 16d SHORT NAILS,3 1/4'X 0.131'Dl4(BUCK) LOUISIANA PACIFIC LPI/20,32 OR 300 THAN 3.5' OR LARGER.REFER TO SHEAR WALL SCHEDULE FOR S.P.N.AT SHEAR WALLS. INDICATES SPAN AND DIREC ION OF NASOOR NJH WALLS MAY BE FRAMED WITH 2x4 STUDS AT 24"0/0 = c FLOOR JOISTS BCI VERSA-UM LVL 2900 265 2.0 ROOF TRUSS NOTES: FRAMING SPECIFIED AS'B'SERIES I-JOIST TJI PARALUM PSL 2900 2" 1.0 p y J 4.REFER 70 DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY CALLED / \ INDICATES SPAN MID DIRECTION OF UPI GANG-LAM LVL 2950 290 2.0 OUT OR NOTED ON THE PLANS. SHALL BE ONE OF THE FOLLWING: m m 5 < DECK JOISTS PREMIER PLUS CUB 3000 270 2.1 ¢ ANTHONY ADI/60 GLU-LAM 3OF-E2 3000 270 2.7 1.TRUSS MANUFACTURER TO DESIGN TRUSSES PER FRAMING PUNS IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED ci 5.REFER TO DETAIL 11/SD2 FOR NON-BEARING HEADER SCHEDULE. /� INDICATES SPAN AND DIRECTION OF Al" C>SC.4DE BCl/600 CALVERT GL 3000 300D 300 2.1 WITH THE FOLLOWING REQUIREMENTS: FINGER-JOINTED) LUMBER. ALL FINGER-JOINTED LUMBER \ CQUNG J01515 TRUS JOIST TJI/36o 2.0E ULTRNpM LV� 31DO 285 2.0 A ALIGN ALL TOPS OF TRUSS CHORDS MUST BE CER EXT JNTS' AND CONFORM WITH THE WWPA's 6.REFER TO DETAIL 1/SD2 FOR SHEAR WALL,FLOOR,AND ROOF SPECIFICATIONS. LOUISIANA PACIFIC UPI 36A ANTHONY POWER BEAM 3000 300 2.1 B.HEAD OUT FOR 30'x 30"ATTIC ACCESS,WHEN OCCURS. GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL. 0 NASCOR NJU (�) INDICATES HEADER AND BEAM REFERENCE CALVERT GLIB 2400 270 1.8 NOTE:NO HEAD OUT IS REQUIRED FOR A MAX.28"WIDE OPENING16. - FOR STRUCTURAL cucuunons. FINGER-JOINTED LUMBER IS TO BE STAMPED WITH Z Dc FRAMING SPECIFIED AS'A•SERIES I-JOIST PROVIDED THE ROOF PLYWOOD HAS A SPAN RATING WI 32 PEN ® SHALL BE ONE OF THE FOLLOWING: C.PROVIDE ADDITIOWL SUPPORT AT AIR HANDLER, "CER EXT JNTS" AND MAY BE USED INTERCHANGEABLE WITH a INDICATES SHEAR WALL TYPE. REFER TO DETAIL 1/SD2 ANTHONY ADI/80 'EWB•DESIGN VALUES FD Fv E WHERE OCCURS. ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME SPECIES BOISE CASCADE BCl/900 BEAM WIDTH LESS THAN 2600 270 I.7 D.PROMIOE CONVENTIONAL FURRING AT INTERIOR AND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN ,^ 'U TRUS JOIST TJI/560 0R EQUAL TO 3.9' COFFERED CEIUNG AREAS.U.N.O. THE STRUCTURAL GENERAL NOTES AND CALCULATIONS. V J V a LOUISIANA PACIFIC LPI/56A TJI TIMBERSTRAND LSL 2600 400 1.7 E.TRUSS HANGERS TO BE DESIGNED BY TRUSS UPI GANG-LAM LVL 2650 285 1.9 MANUFACTURER. W BCI VERSA-LAM LVL 2600 285 20 F.PROVIDE SOLD BEARING AT MULTIPLE GIRDER Z NI ULTRALAM LVL 2850 285 1.8 TRUSS(ES) TRUS JOIST:PFC-4354 TJI PARALUM PSL 2900 290 2.0 SPF IS TO BE USED FOR STUDS AND CRIPPLE WALLS ONLY. LOUISIANA PACIFIC:PFC-3754 UPI GANG-LAM LVL 2950 290 2.0 2.CONTRACTOR TO SUBMR COPIES OF TRUSS PLAIDS TO ALL TOP PLATES AND SILL PLATES ARE TO BE DOUGLAS- W BULDG.DEPT.AND STRUCT.ENGINEER FOR REVIEW FIR-LARCH, ALL 3x MEMBERS OR LARGER ARE TO BE W BOISE CASCADE:PFC-4665 PREMIER PLUS GIB 3000 "0 2.1 J ANTHONY.-PFC-5317 GLU-WA 30E-E2 3000 270 2.1 3.EACH TRUSS SHALL BE LEGIBLY BRAIDED,MARKED OR OTHERWISE DOUGLAS-FIR-LARCH. REFER TO FRAMING NOTES ON SHEET L D_ CALVERT INC.:PMSj Y117 FS!-LV'L 2750 285 1.8 HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION SDI FOR FURTHER CLARIFICATION. V WEL_OD LVL 2"0 285 1.8 W OPEN JOIST 2000:PFC-5725 PACIFIC WOOOTECH L. 2750 285 1.8 LOCATED WITHIN 2 FEET OF THE CENTER SPAN ON THE FACE OF Z U THE BOTTOM CHORD PER UBC 2321.4: < A IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. zz B.THE DESIGN LOAD. C.THE SPACING OF THE TRUSSES Q1 O D_ r AT I6" (2)C616 PER TOP PLATE IPLICE AV 4wt 4x4 c I Y l\ D � 4 918 HAF'AY PNffL I' _ L H-I AV.'4 AB.u✓15' T W o/e FL_ L, ,6�� AT 12'o/c Y n BID �••�•-••••\ W4 YPAt�L DIII 4w4l9)_ OFI'oCi G DL 710p .4EMGDf�R ... ....... o } _ �rGs .---I -- 1Y��Ct)WI6 4xr(8) - - ---- . ��---- �g _T ... ..... 4xIO(IW ....... ---� --- J9 1� ^!� 111 colt L� Q1 CDY Cam___ .....,.,..;:':.............. .. I I �r r D r \�^ ` in `(` ) D rr \ -�l� q 1 Bar: :., .,�^yev� •I2'-0" M AT 24'o/c _ _ r A I O � D in GIRDER 711 M CO p rr , ' KITCHEN Q R Q° L.a'-o• m � L,D,_m, AT 24'o/c �� 1 I' �- :�.. L.. ,I' L 1, � ��•',� � 8D2 f 4 � BD4 I� ll�J✓�y,Pl a F A m AT D•o/c -� y....� L h 9 I N'' � OY x` L LL __......- -....._ . - k' L. I.:. .... ) B rr i I ' � I i I L.II,_6. ♦ I � i r Z 0 � 1 D rreATH n TIT. ' I ' I I p �. I �i p( _ a = _ � - Q ---- G- - _ zilX I I M Z° W n FL ELLS. 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L Y 35 Q �c ---- ¢ �4 BD3 AT 36-o/c PCRGN I ¢ I Q$.Of.E 55/0LD ,y f OF CA"f0 PLAN 2324-D REVERSE PLAN 2324-D REVERSE 0 FLOOR FRAMING PLAN ROOF FRAMING PLAN Plot/Sign E SCALE:1/4".1'-O" SCALE:1/4'•1'-0" Date: 11/16/04 O FOR ADDITIONAL AND SPEGIFIG FOR ADDITIONAL AND SPECIFIC INFOWATION NOT SI-IOIIN FfERE Scale: REFER TO MAIN FRAMING FLAN INJKOIa`IATION NOT SHOLLN HERE U REFER TO MAM FRAMMG PLAN 1/4" = 1—0" z w Job No: 04-1319 z C3 Revision: w N Sheet No: v U S2-5R i 0 LU w a y � 0 SOIL INFORMATION: 1.SOILS REPORT BY: A EEFE&ASSOCIATES, INC. _ JOB NO.: 1216.00216.00 DATED: SEPTEMBER 30,2003 2.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TDO p m REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. m < IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR p TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN Lu REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. I- < POST TENSION SLAB z LAY-OUT NOTES: o 1.POST TENSION FOUNDATION TO BE DESIGNED BY OTHERS. z REFER TO THEIR DRAWINGS AND CALCULATIONS FOR COMPLETE V lY CONSTRUCTION REQUIREMENTS. = W 2.THIS PLAN REFLECTS SLAB LAY-OUT AND ASSISTS IN LOCATING z HOLDOWNS,ANCHOR BOLTS, POST BASE HARDWARE,AND CRITICAL •� 'U BEARING WALL LOADS AND POINT LOADS.ALL DIMENSIONS TO BE VERIFIED WITH ARCHITECTURAL FLOOR PUN DIMENSIONS BY ARCHITECT AND CONTRACTOR PRIOR TO CONSTRUCTION, 11.1 3.FOOTINGS SHALL BE OBSERVED BY THE PROJECT SOIL/GEOLOGY Lu ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE. U L W Z 4.CONCRETE TYPE TO BE DETERMINED UPON COMPLETION OF ROUGH < GRADING,AND VERIFIED WITH SOILS ENGINEER RECOMMENDATIONS PRIOR TO PLACEMENT. S K 5.ALL LINE LOADS GREATER THAN 1000 Iba/Tt HAVE BEEN iM -� NOTED ON THE PLANS Ii�=/ 6� LU 6.ALL POINT LOADS GREATER THAN 5000 Ibe HAVE O LU BEEN NOTED ON THE PLANS. POST TENSIONED SLAB IS ASSUMED TO BE ABLE TO SUPPORT POINT LOADS LESS THAN 5000 lb.,POST TENSION ENGINEER SHALL VERIFY. 7.POST TENSION ENGINEER TO PROVIDE AND LOCATE CONTROL JOINTS N TO MINIMIZE SLAB CRACKS. / 6. PLAN 2579—B FOUNDATION NOTES: SLAB HARDWARE PLAN WBY 4�LONG ITH A ALL ETMAX MUM DIAMETER CPACING BOLTS OF 72"D.CEDERIOR WALLI All TO BE EATWLTEAST/7"MO CONCRETE O THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION ' SCALE:1/4"•F-0" PLATE WITH ONE BOLT LOCATED WITHIN 12"OF EA.END OF EA.PIECE. x K) " A PROPERLY SIZED NUT AND WASHERS BE TIGHTENED ON EA BOLT FOR ADDITIONAL AND SPECIFIC TO THE PLATE. REFER TO DETAIL 7 SD1 FOR ALTERNATE CONDITION m INFORMATION NOT 6HOIUN HERE FOR MISSING,MISPLACED OR IN LIEU F ANCHOR BOLTS. REFER TO MAIN SLAB PLAN 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS IK) ___ (OR ALTERNATE AS ABOVE) SPACED PER FOUNDATION PLAN AND 19 STRUCTURAL ENGINEERS CALCULATIONS. 1 1 G) L•!�' 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS I INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 12/SD1. x STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. LL �� ,i' 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SDt, PROVIDE AND PLAN 2579—V INSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) o .. \b j FOUNDATION HARDWARE PER MANUFACTURES RECOMMENDATIONS. II��II n HARDWARE PLAN /v~~ 1 DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT SLAB ���`I I ; f L HOLDOWN LOCATIONS. ( IO I j' K 5. PROVIDE 5 B"DIAMETER BY 14"ANCHOR BOLTS AT 3X FOUNDATION m SCALE:1/4"•P-V c! PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 FOR ADDITIONAL AND SPECIFIC SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. DEFORMATION NOT 6HOU.N HERE 6. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION REFER TO MAIN SLAB PLAN I 9a INSPECTIONS. L•G'- O 7. USE 2" x 2"x 3/16"PLATE WASHERS. ' O Zh B. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR BOLT SPACING. `} cc TYPICAL / N I 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY. 0 m I � 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOLDOWNS. Z < a a w _ a ) < U < [" Z 0 L a = _ z . ............ ' z J f— X o J Cl) Z � o ........ ctd! 0 W J o UW N W � � Y a a zz 4 J < < < t0.0FE S$ipN < O � No,G660fi8 t� `rr,Tr CI V IV ?�Y N E oP c wO oL Plot/ O d Date:Sign 11/16�04 O Ij z_ .................. Scale: CD 916 K 4VJ®Y PANEL 1 W PLAN 2579—D H Job No: 04-1319 o Efl SLAB HARDWARE PLAN Revision: SCALE:1/4"•V-0" uS2ilK' a.BYuPia5^L H•1 Sheet No: FOR ADDITIONAL AND SPEGIFIG p. ,.�„ PLAN 2579—A W NFORMATIONNOT HERE SLAB HARDWARE PLAN U REFER TO MAIN SLAB PLAN S3-1 < El ❑L ElSCALE 0":I/4"=I'- 0 LL fY W d O a I Ial LU ' r-------------------------- SOIL INFORMATION: w I ---------- I ----- FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE r AS RECOMMENDED WITHIN THE OWNER/DEVELOPERS SOILS ENGINEERS REPORT. _ I ' ' 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES,INC. - 0D-L I I JOB NO.: 1216.00 - U DATED: SEPTEMBER 30,2003 U o 3.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. - I I TO VERIFYETHATSTHE REPORT DATE rrY OF THE OWNER�ABOVEDEVELO IS URRENTCAN�D PLAN14 REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. •• p ---------_-- I I r------------ Z a I I � FOUNDATION NOTES: z 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8e DIAMETER BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7 INTO CONCRETE '^ Z I I I I I I WITH A MAXIMUM SPACING OF 72"O.C. V J W I I I THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION = W I I I I I A PROPERLYONE BOLT SIZED NUT ANDTEWASHER S&MAX BE TIGHTENED ON EA.OF PLATE. w z TO THE PLATE. REFER TO DETAIL 7 SDI FOR ALTERNATE CONDITION Z FOR MISSING,MISPLACED OR IN LIEU F ANCHOR BOLTS. Q7 w I I I I 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS = 0) I I (OR ALTERNATE AS ABOVE) SPACED PER FOUNDATION PLAN AND I I I I I I STRUCTURAL ENGINEERS CALCULATIONS. S.. I I I I I 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS "Z U I I I I INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SD1. G STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. I I I I I I 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD1. PROVIDE AND SS , NSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) i� •'- FOUNDATION HARDWARE PER MANUFACTURERRS RECOMMENDATIONS. ✓�1��••ii//11 Im Cz DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. O I I I �' S. PROVIDE 5 8"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION I I I PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 O SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. I I I I _- -- ---J 6. HO DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION W O I , I PLAN 2579—B INSPECTIONS. 0 F s , I I FND. — VERY LOW "EI" 7 USE 2"x 2".3/16"PATE WASHERS. SCALE:1/4"=P-O" 8. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR o BOLT SPACING. U L------------------------J THIS FOLNDAtION DESIGN IS INTENDED 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY K) I I --- FOR LOTS WITH 'Ell'LESS THAN OR 1 I EQUAL TO 20 AND"PI"LESS THAN 15. CALLED OUT OR NOTED ON PLANS. 1 1 1 _ L--------------J ', I I I I I I I I 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOEDOWNS. � L=J FOR ADDITIONAL AND SPECIFIC (/'�, 1 INFORIATION NOT SHOWN HERE I. PLAN 2579-V L•9'-9• REFER TO MAIN FDN PLAN _ FAED i-STORY FOOTING. I PERnDETAILZSHTNSDREINFORCING FND. — VERY LOW "El" — J SCALE •V-0" y -F- ______________ ________ FOOTING NON-SHADED AND TR REINFORCING [Q may r--___------ �4 i 1 PER DETAIL SHT SD1. F. , r I ` I IJ I ' ________ THIS FOUNDATION DESIGN IS INTENDED I I ti ( I GRADE BEAM PER PAN P J J J FOR Lots WITH"El"LEbS THAN OR EC IAL TO 20 AND"PI"LESS THAN 15. m FOR ADDITIONAL AND SPECIFIC I I ) VAPOR BARRIER REQUIREMENTS: INFORMATION NOT SHOWN WERE I 9 I I �,( } MIN 10 MIL. POLYETHYLENE VAPOR ( H REFER TO MAIN FDN.FLAN L•Y!'- , ( I I > BARRIER APPLIED CONTINUOUSLY j I Y AND S�EP.LED WITH APE AILL PENET- I I ) RATIONS THROUGH THE VAPOR BARRIER O } SHALL BE SEALED BY TAPE TO PREVENT I I MOISTURE INTRUSION.TEMPORARY GRADE < N VA ORS BARRIERNOT PENETRATE THE ( O W U L I Z O I I II � � I : I QQ W I I T J X IAl I � W O r-- ="F_--_j L------------- -----+---� W/� F Z ui — I O UW t� I I I a I I I W } I I � L•12'-m" i J I � 8DI � I 9DI I I 'i QROP.E55/pN Q y�wvlya O y��� G 0'PIa..G66OY8�m Lpn m vi r/CAUFS��\� N .......... I I I 1 1 I LU o I I���il li o .I 1, Plot/Sign 11/16/04 0 PLAN 2579—D I �i ��__—_----- ------—=_=_-'� Date: Z FND. — VERY LOW "El" ��j ------ —-- Scale: I I 1/4• = 1-O SCALE:1/4"•V-0" L ---__---- J 918 W IVY PANEL I W 13 ./I.•4Aa un5' H-1 Job No: w r7 THIS FOUNDATION DESKaN IS INTENDED got 04-1319 l� El L�JI FOR LOTS WITH LESS THAN OR PLAN 2579—A EQUAL TO 20 AND"PI"LESS THAN 15. 24'8a.W Pp.(2) fl r! L i; CONC.PAD FOOTm, W4 Y L FND. — VERY LOW EI Revision:FOR ADDITIONAL AND SPECIFIC TYPICA V"am AY 4 AOL 04 H-LAT b' EACN WAY 4)44 Sheet No:MFORI"IATION NOT SHOUN HIES " 4'-V I T EAtH SCALE:I/4"=I,_0°REFER TO MAIN FON.PLANF- i @ID EAa1 PAt✓EL THIS FOUNDATION DESIGN IS MENDED z rI I ❑° I I , FOR LOTS WITH"Ell'LESS THAN OR 83—1.1 z L _J EQUAL TO 20 AND"PI"LESS THAN 15. o a w d I � � r------- --------------- SOIL INFORMATION: I � I -------------I r __--__-----� 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE � AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. Z. SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC. _ I I JOB NO.: 1216.00 c� ° I DATED: SEPTEMBER 30, 2003 o m I I I I 3.0 NER/DEVELOPER AND SUBCONTRACTORS ARE TO m I I REVIEWW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. I IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR --------------------------J I I TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN K r I i i REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. r------------------------- I I I I o FOUNDATION NOTES: z = I I I I I1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8 DIAMETER BY z I I 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7 INTO CONCRETE ''^^ V I I I I WITH A MAXIMUM SPACING OF 72"O.C. V, w THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION w I I I I I PLATE WITH ONE BOLT LOCATED MIN.7"&MAX. 12"OF EA.END OF EA PLATE. •� Z I I I I I I I I A PROPERLY SIZED NUT AND WAS SHALL BE TIGHTENED ON EA.BOLT J TO THE PLATE, REFER TO DETAIL 7 SD1 FOR ALTERNATE CONDITION I I I FOR MISSING,MISPLACED OR IN LIEU OF ANCHOR BOLTS. w 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WTM ANCHOR BOLTS = N I I OR ALTERNE AS ABOVE) SPACED PER FOUNDATION PLAN AND W .� STRUCTURALAT ENGINEERS CALCULATIONS. t ♦ L w I I I I I I 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS "L N Z I I INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SD7. z STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. I I I I I I 4. INSTALL HOEDOWN ANCHOR BOLTS PER 11/SDI. PROVIDE AND NSTALL ALL U.S.P. LUMBER CONNECTORS TOR EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. Q) oL I I I I I I DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT w I L—————————————— J HOEDOWN LOCATIONS. O I I I I I 5. PROVIDE 5 8"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION O I I PLATES WHERE OCCURS. 3=SILL PLATE IS REQUIRED AT ALL TYPE 1 I i I I I SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. ---J 6. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATIONO I I I I L------- -- 1J.1 PLAN 2579—B INSPECTIONS. I FND. PLAN, LOW "Eh 7. DBE 2"" 2"x 3/15"PLATE WASHERS. i I I SCALE,1/4"=V-0" 8. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR ^' �J L—_———————————— ----------J THIS FOUNDATION DESIGN IS INTENDED BOLT SPACING. ..... FOR LOTS WITH"EI"GREATER THAN— HAN 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY _ _ 20,LESS THAN OR EQUAL TO 50 AND CALLED OUT OR NOTED ON PLANS. --1 1 -1 "PI"LESS THAN OR EQUAL TO IS. L--------------J I I I I I I 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOEDOWNS. L=J L=J a1 L_J FOR ADDITIONAL AND SPECIFIC (/�� NEORI'1ATION NOT SHOWN HERE � PLAN 2579—V L•9'-9" REFER TO MAIN FDN PLAN —r --- SHADED 1-STORY FOOTING. 1 FOOTING SIZE AND REINFORCING PER DETAIL SHT SD1. i{ FOUNDATION PLAN, LOW "El" —— LL ��.} NON-SHADED 2-STORY FOOTING. ' ___—__---- ------------ ------ FOOTING SIZE AND REINFORCING 1 __—_____ PER DETAIL SHT SD7. SCALE:V4��,I,_0�� may` �— Ytb � - J � a�. THIS FOUNDATION DESIGN IS INTENDED I �V I I I I / I I I ITHANI I I I ( I GRADE BEAM PER PLAN to FOR LOTS WITH"Ell'GREATER -- P�' 20,LESS THAN OR EQUAL TO 50 AND "PI"LESS THAN OR EQUAL TO M, FOR ADDITIONAL AND SPECIFIC I I I > < w INFORMATION NOT SHOWN HEM I ! I I I I 5 VAPOR BARRIER REQUIREMENTS: MIN 10 MIL. POLYETHYLENE VAPOR ( �J a F REFER TO MAIN FDN.PLAN L•12'• • I I I I > BARRIER APPLIED CONTINUOUSLY'f11YH ( ` ALL SEq_S LAPPED p M,INIMUM 6 10 AND SEALEHD WITH TAPE.PApLL PENET- ( O 6DI I j SHALLL BE SREALED BYETAPEOTO PREVENT ( /� � I j I I I STAIKESR SHIALLR NOTNPENETRATE RTHE RADE LL 9 O VAPOR BARRIER. O u IL cc------- I I I Q L Q < �1 I U v r------� O < ZQ = z I ICI I I - J�` X I I I r W O o I-------JnL--�'r--J z O � z 1 — I -- (n(n Z to °0 1 -J L-- ---- --J -- 4 W Lu 71 I I 'I W m I II Q I II I I µ Q I ID eD � 8DI I I Ra01F510 Q I I @ I N NrC6 woo 10 I I I I « ♦ m I I 4 I sr�Tf OF CAVIPOQ�`!. N I I I I II I < 9 0 PLAN 2579—D �,.I _ I PI°t/SI L�= _--- Date: 11�16�04 O FOUNDATION PLAN, LOW "El" -_ — --- --��� SC01e 1�4" = 1'—Q" z SCALE:1/4"•F-0" L_ ____---- J 96 H4f�Y PNffL w Is .nK' AI./t5' M-I Job No: 04-1319 z_ THI5 FOUNDATION DESIGN IS INTENDED - 6DI EMBEDMENT FOR LOTS WITH"Ell'GREATER THAN z E Q LJ 20,LESS THAN OR EQUAL TO 5O AND PLAN 2579—A Revision: W "PI"LESS THAN OR EQUAL TO 15. 24.GONG. D DI FOOTING, FOUNDATION PLAN — LOW "EI" `'' Is COIJC.PAD FOOTING, 924 VLAF9T PANEL III � FOR ADDITIONAL AND SF'ECIFIG `e I TYPICAL.p1/4 BAR .A4'1 A 5,u✓ts' /LS d AT µ'o EACH ILLAT &IMM ENT ♦)4 SCALE:1/4"•P-0" Sheet No: w INFORMATION N07 SHOWN HERE END P i H FA REFER AT MAIN T S PLAN E>•D EACH PA+EL THIS FOUNDATION DESIGN IS INTENDED z I- , I I I ❑, FOR LOTS WITH"EI"GRATER THAN S3—1.2 L_J L—J L—J 20,LESS THAN OR EQUAL TO 50 AND o "PI"LESS THAN OR EQUAL TO 15. w w a a GLULAM BEAMS-°GLB"OR'GLU-UM" � o FRAMING NOTES: FRAMING LEGEND AND SYMBOLS COMPOSITE WOOD PRODUCTS: TRUSIJOISTN UMBERS PFC 4354 BEAM U 24F-VCATION \ G LOUISIANA PACIFIC:PFC-3754 SIMPLY SUPPORTED 24F-V4 DF/OF I.REFER TO STRUCTURAL GENERAL NOTE SHEET AND DETAILS. �' FRAMING SPECIFIED AS"C"SERIES I-JOIST CANTILEVERED 24F-V8 DF/DF ALL LUMBER IS TO BE KLN DRIED Lo` MDICATES SPAN AND DIRECTION OF BOICASCADE:PFC-4665 CONTINUOUS OVER SUPPORTS 21' DF DF ROOF JOIm AND RAFTERS SHALL BE ONE OF THE FOLLWING: ANTHONY:IN PFC-5317 / lD 2.PROVIDE TOP PLATE SPLICE AT EXTERIOR WALLS AND INTERIOR BOISE C ADI/40 CALVERT INC.:EWS#Y117 2 SHEAR WALLS. ��\ INDICATES SPAN DIRECTION OF BOISE CASCADE BCl/500 OPEN JOIST 2000:PFC-5725 ALL NTEPoOR NON-BED WWSHEAR WALL STUD _ •• 9 TRUSSES AT 24"0 C TRUS JOIST TJI/210 OR 31D '•"•`"• 3,NAIL FOR S.P.N.TO BE 16tl SHORT NAILS,3 1/4'k 0.131'pM.(BLACK) LOUISNNA PACIFIC LPI/20,32 OR 300 ROOF TRUSS NOTES: WALLS MAY BE FRAMED WITH 2x4 STUDS AT 24'o/c o w OR URGER.REFER TO SHEAR WALL SCHEDULE FOR S.P.N.AT SHFAR WALLS. INDICATES SPAN AND DIRECTION OF NASGOR NUN ENGINEERED WOOD BEAM-'EWB' o m S FLOOR JOISTS 'EWB'DESIGN VALUES Fb Fv E < 4.REFER TO DETAIL PACKAGE FOR TYPICAL.CONDITIONS NOT SPECIFICALLY CALLED FRAMING SPECIFIED AS'B"SERIES -JOIST 1.TRUSS MANUFACTURER TO DESIGN TRUSSES PER FRAMING PUNS p OUT OR NOTED ON THE PLANS. (�� INDICATES SPAN AND DIRECTION OF SHALL BE ONE OF THE FOLLWING: BEAM WIDTH GREATER 2400 270 L8 WITH THE FOLLOWING REQUIREMENTS: DECK JOISTSANTHONY ADI/60 THAN 3.5' A.AUGN ALL TOPS OF TRUSS CHORDS IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED 5,REFER TO DETAIL 11/SD2 FOR NON-BEARING HEADER SCHEDULE. INDICATES SPAN AND DIRECTION OF RUSE CASCADE BCl/6D0 BCI VERSA-LAM LYE 2800 285 2.0 B.HEAD OUT FOR 30"x 30"ATTIC ACCESS,WHEN OCCURS. (FINGER-JOINTED) LUMBER. ALL FINGER-JOINTED LUMBER O CEILING JOISTS TRUS JOIST TJI/360 TJI PARALLAM PSL 290D 290 2.0 NOTE:NO HEAD OUT IS REQUIRED FOR A MAX.28"WIDE OPENIN MUST BE "CER EXT JNTS' AND CONFORM WITH THE WWPA S i d LOUISIANA PACIFIC UPI 36A LPI GANG-LAM LVL 295D 290 2.0 PRDA ED THE ROOF PLYWOOD HAS A SPAN RATING OF 32/16. K 6.REFER TO DETAIL 1/SD2 FOR SHEAR WALL,FLOOR,AND ROOF SPECIFICATIONS. (rP) NASCOR NJU PREMIER PLUS GLB 300 270 2.1 C.PROVIDE ADDITIONAL SUPPORT AT AIR HANDLER, GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL' O INDICATES HEADER AND BEAM REFERENCE GLU_LAM 30E-E2 300o z7o 2.1 WHERE xcuRs. FINGER-JOINTED LUMBER S TO BE STAMPED WITH z FOR STRUCTURAL CALCULATIONS. FRAMING SPECIFIED AS'A'SERIES I-JOIST CALVERT GL 3000 300D 300 2.1 D.PROVIDE CONVENTIONAL FURRING AT INTERIOR "CER EXT JNTS° AND MAY BE USED INTERCHANGEABLE WITH SHALL BE ONE OF THE FOLLOWING: 2.0E ULTRAAM LVL 3100 285 2.O COFFERED CEILING AREAS,U.N.O. ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME SPECIES z INDICATES SHEAR WALL TYPE. REFER TO DETAIL 1/SD2 ANTHONY ADI/80 ANTHONY POWER BEAM 30o0 300 2.1 E.TRUSS HANGERS TO BE DESIGNED BY TRUSS BoisE cAsrADE ec1/goo CALVERT GLB 240o z7o I", MANUFACTURER. AND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN (n V w TRUS JOIST TJI/560 F.PROVIDE SOLID BEARING AT MULTIPLE GIRDER ITHE STRUCTURAL GENERAL NOTES AND CALCULATIONS. = w LOUISIANA PACIFIC LPI/55A TRUSS(ES) z 'EWB'DESIGN VALUES Fb Fv E J In BEAM WIDTH LESS THAN 2.CONTRACTOR TO SUBMIT COPIES OF TRUSS PUNS TO Q7 OR EQUAL TO 3.5" 2600 270 1.7 RULED.DEPT.AND STRUCT.ENGINEER FOR REVIEW SPF IS TO BE USED FOR STUDS AND CRIPPLE WALLS ONLY. Lu TJI TIMBERSTRAND LSL 2600 400 1.7 3.EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE ALL TOP PLATES AND SILL PLATES ARE TO BE DOUGLAS- W LPI GANG-LAM EVIL 2650 285 1.9 HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION FIR-LARCH. ALL 3x MEMBERS OR LARGER ARE TO BE U L IL BD VERSA-LAM LVL 2800 2B5 2.0 LOCATED WITHIN 2 FEET OF THE CENTER SPA[ON THE FACE OF DOUGLAS-FIR-LARCH. REFER TO FRAMING NOTES ON SHEET 1L NJ ULTRALAAM LVL 2850 285 1.8 THE BOTTOM CHORD PER UBC 2321A Z O� U TJI PARALAI PSL 2900 290 2.o SDI FOR FURTHER CLARIFICATION. Q z LPI GANG-LAN LVL 3000 270 2.0 A IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. _ m PREMIER PLUS CUB 3000 270 2.1 B.THE DESIGN LOAD. GLU-WJ 3OF-E2 3000 270 2.1 C.THE SPACING OF THE TRUSSES. FSI-LVL 2750 285 1.8 g WELDWOOD LVL 2750 285 1.8 (2)C816 4(4)16D'S TOP I-LATE SPLICE Q� LLJ (2)C" (2)C 616 (2)C616 BD2 2 (2)oft PACIFIC WOODTECH LVL 2750 285 1.8 �`. - AT 24•a/c O LL AT 24• 1s AT 24'o/c 3 Lp41.0 Lu , rA 0 ^, 4W ,(2)0616 M. ... III , a I r m $�•`a`� ��on �e GIRDER TRIJBB 'L 12 �U.a•, ••a• a '.I� e. 6aape _ Aivo/e AA Ll o I (2)C616 AT ,::I c_� ••,,.`i�l!? - 6 w I �j--gyp BD2 <:,.`.-,c' -- z O �~ A I y' � CCT-tFU!cR I ;FL Em < a ( I I - L�� I 4si ..... ... 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Scale: 1/4' = 1'-0' Z L_J_______________�T-_______...._____L_J w Job No: 04-1319 Z -�- -- ---- ---- --------- --�'- PLAN 2579-C PLAN 2579-C ROOF FRAMING PLAN FLOOR FRAMING PLAN Revision: Gz W SCALE A: ITI•AL SCALE:1/4".I'-m" Sheet No: d FOR ADDITIONAL AND SPEGIFIG FOR ADDITIONAL AND SPECIFIC INFORMATION NOT 6HOLLN HERE cw.t INFORMATION NOT s140uN HERE S3-3 REFER TO MAIN FRAMINCs PLAN IFER TO MAIN FRAMING PLAN < O w w o o 0 W W K N — O � m m N ¢ K p W H ¢ OL O - Z � Q z Z_ Z V K W Q7 W W = w Z z a °' ¢ O � O O N � W o Q.. 8 m K) _. GON UT'R —.. — I 1 1 1 1 4 i .............. L.I U I 1... DINNG- Z m � N GQNUS/OPT BDF-"4 r O Z U ,R=GE � ¢ I- a w F RDM K J a gQ U ¢ �. Z O V ¢ RDRI^2 D a z X o J u �H w0 _ z // uj 8�ENTRY O w J o f � _ U W - _..... �—_ . — J _ L•3'-m• L•3'-0" w } s pCRC a < M6TCii Z 9D 4)�EY6 a J H J _-__— �J 1..........L_.-..._.....___....-....L_.......L_...................... I..---..., OL M Q QROFE65/aN F v o.zb z m PLAN 2579-D OF��L, r'r � ��� Cq PLAN 2579-D FLOOR FRAMING PLAN F Fo ROOF FRAMING PLAN SCALE:I/4"=1'-0" SCALE:1/4".I'-0" FOR ADDITIONAL AND SPECIFIC MNo: ,,—JJ, s POR ADDITIONAL AND SPECIFIC INFOM IATION NOT SHOUN HERE INFORMATION NOT SHOIIA�HERE Date: REFER TO MAIN FRAMING PLAN REFER TO MAIN FRAMING PLAN z 'V K W z z z Revision: Z, w j zSheet No:S3- 0 LL W D_ ,r o lil y K Lu D< H l7 o DL U 0 J m m K Q m tj _ p � Z � U Z_ Z OL W z 06. � w W v L � z � W a °' s DC W o m ro m --------T- -, to �� � ; BDR•^1 S I II 'I --- I m C L ------------- Q � Z O < Z Cf) W6 Z 00 OPTIONAL BATH 3 OPTIONAL BEDROOM 5 J x o FLOOR FRAMING PLAN FLOOR FRAMING PLAN O Lu z_ SCALE:V4"=V-V SCALE:114"=V-m" w FOR ADDITIONAL AND SPECIFIC FOR ADDITIONAL AND SPECIFIC CO Z (n N O ' llsll ATION NOT SHOWN HERE It-OWATION NOT SHOL N HERE Uj J Cq Cc) TO MAN FRAMING PLAN REFER TO MAIN FRAMING PLAN O U W W r ' Y J < a zz >u < Q�.OFE53(ON < No:C&069 7 m K' Sip.6/06 m � # Y cp 11, OWN P P OF CO' W H < O d Plot/Sign 11/16/04 O Date: u z Scale: 1/4" = 1'-0" z a< LU w Job No: 04-1319 Z D Revision: z W N Sheet No: U S3—5 DO W LU W 0 w ELI SOIL INFORMATION: 1.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES,INC. 2 JOB NO.: 0 l� DATED: SEPTEEPTEMBER 30, 2003 = 01 p[ 2.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO o m .6 REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR m < TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN W REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. 1... POST TENSION SLAB z o LAY-OUT NOTES: 1.POST TENSION FOUNDATION TO BE DESIGNED BY OTHERS. z REFER TO THEIR DRAWINGS AND CALCULATIONS FOR COMPLETE V OC CONSTRUCTION REQUIREMENTS. LU 2.THIS PLAN REFLECTS SLAB LAY-OUT AND ASSISTS IN LOCATING z HOLDOWNS,ANCHOR BOLTS, POST BASE HARDWARE,AND CRITICAL BEARING WALL LOADS AND POINT LOADS.ALL DIMENSIONS TO BE A QS W VERIFIED WITH ARCHITECTURAL FLOOR PLAN DIMENSIONS BY ARCHITECT �••s AND CONTRACTOR PRIOR TO CONSTRUCTION. N 3.FOOTINGS SHALL BE OBSERVED BY THE PROJECT SOIL/GEOLOGY uj ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE. L w Z � z 4.CONCRETE TYPE TO BE DETERMINED UPON COMPLETION OF ROUGH z GRADING,AND VERIFIED WITH SOILS ENGINEER RECOMMENDATIONS PRIOR TO PLACEMENT. SS b2 5.ALL LINE LOADS GREATER THAN 1000 Ibs/ft HAVE BEEN •�.� �� NOTED ON THE PLANS W 6.ALL POINT LOADS GREATER THAN 500D be HAVE Q = BEEN NOTED ON THE PLANS. POST TENSIONED SLAB IS ASSUMED _ TO BE ABLE TO SUPPORT POINT LOADS LESS THAN 5000 Its,POST TENSION S ENGINEER SHALL VERIFY. O 7 POST TENSION SLAB ENGINEER CRAC O PROVIDE AND LOCATE CONTROL JOINTS O PLAN 2579—B REVERSE SLAB HARDWARE PLAN FOUNDATION NOTES: 1.ALL EXTERIOR WALLS ARE 70 BE SECURED WITH 5/8�DIAMETER { SCALE:1/4"•V-V BY 14,LONG ANCHOR BOLTS EMBEDDED AT LEAST 7 INTO CONCRETE O WITH A MAXIMUM SPACING OF 72"O.C. FOR ADDITIONAL AND 61"EGIFIG THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION - NFOR'1ATION NOT SHOUN WERE PLATE WITH ONE BOLT LOCATED WITHIN 12"OF EA.END OF EA PIECE. Ll A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA BOLT �FER?O MAIN SLAB PLAN TO THE PLATE. REFER TO DETAIL 7/SDt FOR ALTERNATE CONDITION FOR MISSING,MISPLACED OR IN UEU OF ANCHOR BOLTS. 1[9 2 ALL R ALTERNATE AS ABOVE SPACED PER FOUNDATION CHPLAN OR BOLTS C9 STRUCTURAL ENGINEERS L?ALCULATIONS. PLAN 2579—C REVERSE 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS t INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL T PINS. XX" SLAB HARDWARE PLAN STRUCTURAL ENGINEERS R BOLTS GOVERN IN ALL CASES. LL A 4. INSTALL ALLDOWN ANCHOR BOLTS PER S1 01R . PROVIDE AND 1 �\ INSTALL ALL U.S.P. LUMBER CONNECTORS TOR EQUAL) t9 FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. 44l SCALE:I/4"•I'-0" DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT FOR ADDITIONAL AND SPECIFIC �I-�—II tpJ\{ HOLDOWN LOCATIONS. F. R'1TO M NOT 51­1A15 M-HERE 5. PROVIDE 5�6"DIAMETER BY 14"ANCHOR BOLTS AT 3X FOUNDATION RBFER TO MAIN SLAB PLAN \QZ [ PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. 4) 6. HOEDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION RA_ 8 1 INSPECTIONS. W '1� L•n,_mn Z H 7. USE 2"x 2"x 3/16"PLATE WASHERS. O Z 8. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR 2 BOLT SPACING. N 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY. O < u 10. REFER TO DETAIL 11/SDI FOR ANCHOR BOLT SIZE AT HOEDOWNS. Z �Cl)) d' F- Q Lu «� C� < Z O U mLa 1 < �l J x Ow � Z z — o ` Uw.................................777........_...-.......I 0 � s - m 4 W In o 4 Q ut < f Q ppGE 55/0N - �rE Of CAI\Fpa N a o� 0 TL Date Sign 11/16/04 0 z PLAN 2579—D REVERSE Scale: 1/4" = 1'-0" z SLAB HARDWARE PLAN I iL NARDY PAHEL LU H-t IuA a.A Job No: 04-1319 z SCALE:1/4"•V-0" P'EFDNII�i C5 FOR ADDITIONAL AND SPECPIG Q Revision: W REFER TOIINFOWATA N SLANOT BS n44 I W4 VWIDY P. L I, �Aw•#'ka a5• PLAN 2579—A REVERSE Sheet No: SLAB HARDWARE PLAN Z ❑o a 0 SCALE:1/4"=V-0" S3—1R M LU 1L1 I o I W -_-_-_-_-_-_-_-_-_-_-_-_--_- SOIL INFORMATION: N 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE N AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. H I i 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES,INC. C9 I JOB NO.: 1216.00 - o I I DATED: SEPTEMBER 30,2003 m m ' ____ I I 3.OWNER/DEVELDPER AND SUBCONTRACTORS ARE TO L -------------------, REVIEW THE SOILS REPORT PRIOR A COMMENCING CONSTRUCTION. R IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR H TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN IFI I I I REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS.I I Z OO FOUNDATION NOTES: I 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8"DIAMETER BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7 INTO CONCRETE Z I , I WITH A MAXIMUM SPACING OF 72"O.C. V I I I I THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION W PLATE WITH ONE BOLT LOCATED MIN.7"&MAX. 12"OF EA.END OF EA.PLATE. I , A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA.BOLT z I , , TO THE PLATE. REFER TO DETAIL 7�SD1 FOR ALTERNATE CONDITION .I FOR MISSING,MISPLACED OR IN LIEU OF ANCHOR BOLTS. Q1 Z 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS W OR ALTERNATE AS ABOVE SPACED PER FOUNDATION PLAN AND J STRUCTURAL ENGINEERS CALCULATIONS. W •L 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS W INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SDI. Z STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. < Q 4. INSTALL HOEDOWN ANCHOR BOLTS PER 11/SDI. PROVIDE AND K NSTALL ALL U.S.P, LUMBER CONNECTORS TOR EQUAL) .� p FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. �� w DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT I I ————————— I � I I HOLDOWN LOCATIONS.----------------- d -- 5. PROVIDE 5 8"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 i•F. SHEAR WALLS. VERIFY WITH SHEAR WALL SCHEDULE. w/ O PLAN 2579—B REVERSE ii cv I I L___ __ _______J 6. HOEDOWN ANCHORS MUST BE TIED IN PLACE PRIOR 70 FOUNDATION INSPECTIONS. OO I FND. — VERY LOW "EI" 7. USE 2"x 2"x 3/16"PLATE WASHERS. 'V SCALE:I/4" I'-0" 8. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR THIS FOUNDATION DESIGN IS INTENDED BOLT SPACING. p FOR LOTS WITH"El"LESS THAN OR 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY m EQUAL TO 20 AND"PI"LESS THAN 15. CALLED OUT OR NOTED ON PLANS. PLAN 2579-C REVERSE J 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOLDOWNS. r— r r— FOR ADDITIONAL AND SPECIFIC I I I I I I Ir>FolahanoN NOT SHou.N HERE � e�v1 _J "� L_J L_J � FND. - VERY LOW "EP IMFER TO MAN FDK PLAN L•9'-e" SHADED 1-STORY FOOTING. SCALE:I/4".I'-19" I FOOTING SIZE AND REINFORCING ---____. PER DETAIL SHT SDI. X THIS FOUNDATION DESIGN IS INTENDED - _ G a l� NON-SHADED 2-STORY FOOTING. FOR LOTS WITH"El"LESS THAN OR - r---------- -------------- —} -f_--------__ , PERTIDEGTASLZSHrNSDREINFORCING EQUAL t0 20 AND"PI"LESS THAN 15. r 1 i—i r—i I ; ` I J\ -------- FOR ADDITIONAL AND SPECIFIC L_ I ig! J~ I L— L— �c I GRADE BEAM PER PLAN INFORI9ATION NOT SHOWN WERE IVZOZM� REFER TO MAN FDK PLAN I I > VAPOR BARRIER REQUIREMENTS: MIN 10 MIL. POLYETHYLENE VAPOR ( W 1 I I L•G'-�• > AL RRSEEERgqMAS5PPLLAIPPED OA TMINIMUMLY6YNIfH ( H > AND SEALED WITH TAPE.ALL PENET- ( O Z I ! I ) RATIONg THROUGH>> E VAPOR BARRIER SHALL BE SEALED BY TAPE TO PREVENT MOISTURE INTRUSION TEMPORARY GRADE ( N STAKES SHALL NOT PENETRATE THE VAPOR BARRIER. ' ----- a w ZA Z 00 LLi Z eo I I I < l I I I x Cc w 0 zo --- ------ ------------ r-- _=� ---, r—� O Lu I— Z 0z I I co W J o k I } I a r--------------- LV , W I I � L•12'-o" I I I Q J < I I < I I � I I < a I , 13p1 5 , < SDI , < jI I b°2R FESS/0 < y� < I r l I I I # r ..CAL1 � SP � �bio6� s, PLAN 2579-D REVERSE - FND. - VERY LOW "El" L4= _______ _ III I Plot/Sign ---------- Sat „�,s/o4 0 SCALE:I/4"=I'-19" -_--= —-_---- I I PLAN 2579—A REVERSE Z - 0= 1`1" DESIGN IS INTENDED I Bb HAIRY PATEL L aA,,,, FND. — VERY LOW AEI" SCO1ev 1/4• = 1'-O" TnM-1 .nK•�aa"✓e5• -------- SCALE:I/4" I-0" WI"LESS SS T AN E'eFDMENT 13 Job No: 04-1319 z 20 AND" LESb THAN 15. ED THIS FOUNDATION DESIGN IS INTENDED FOR ADDITIONAL AND SPECIFIC FOR LOTS WITH"EI"LESB THAN OR 'U z NFOR`IATION NOT SHOLLN HERE 74'1'K,i.x Ip•DP.(7) EGxIAL TO 20 AND"PI"LE55 THAN 15. Revision: n W W4 HAfmY PANEL CCllr-PAD FOOTNG, 13 w REFER 70 MAIN FDK PLAN (4)µ H-1 .Av." A9.„r25' TYPICA)_.uv•4 BAR 4•-0•PA6T ACH M'BEDFENT AT 18'o/e WAY Sheet No: ENID OF EACH PANEL W F. r ff L_oJ' o� S3-1.1R L_J L_J nc 0 LL W F7. wL_-___------_ _--_--____ SOIL INFORMATION: 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT AREAS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. _ 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC. c w JOB NO.: 1216.00 0 I DATED: SEPTEMBER 30.2003 In 3.OWNER DEVELOPER AND SUBCONTRACTOROR TO S ARE TOREV m O I I I IT IS THE SOILS HE RESPONSIBILITY OFRTHE OIWNER,DEVELOPER LAND SUB(:ONING RTRACT RN Q�Q L--------------------------, I I I I TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN K I I I REQUIREMENTS ARE CONSISTANT WTH ANY UPDATED SOIL REPORTS. O O r------------------------- I I I I r Z u FOUNDATION NOTES: z I I I I I I I I ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/6e DIAMETER BY 14' LONG ANCHOR BOLTS EMBEDDED AT LEAST 7 INTO CONCRETE '^ Z I I I I I I I I WITH A MAXIMUM SPACING OF 72"O.C. V+ V I I I I ( I I I THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION = W PLATE WITH ONE BOLT LOCATED MIN.7"&MA%.12"R FA END OF E0.PLATE. A PROPERLY SIZED NUT AND WASHERS BE TIGHTENED ON EA BOLT I I I I I I TO THE PLATE. REFER TO DETAIL 7 SD1 FOR ALTERNATE CONDITION FOR MISSING,MISPLACED OR IN LIEU ANCHOR BOLTS. IMP W 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS = U) (OR ALTERNATE AS ABOVE) SPACED PER FOUNDATION PLAN AND •� I I I I I I STRUCTURAL ENGINEERS CALCULATIONS. L 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS Z O� U INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SD1. G STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. Q < I I I I 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD1. PROVIDE AND SS = 04 I I I I I I I NSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) p FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. Q) D4 I I I I I I I DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT LU HOLDOWN LOCATIONS. 00 O �. I I I L------------------------J I 5. PROVIDE 5/11"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION S I I I —_. I I PLATES WHERE OCCUftS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 O .+ SHEAR WALLS. VERIFY WITH SHEAR WALL SCHEDULE. N I I I PLAN 2579—✓ REVERSE L--- __-------- 6. HOEDOWN ANCHORS MUST BE TIED I RPIACE PRIOR TO FOUNDATION OV I I i INSPECTIONS. _ { I 7. USE 2 x 2 x 3/16 PLATE WASHERS. I I I I FIND. PLAN' LOW "El" B. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR n I I I I SCALE:I/4" BOLT SPACING. OU I'-0" L------------------------- ( THIS FOUNDATION DESIGN 15 NTENDED 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY I FOR LOTS WITH"El"GREATER THAN CALLED OUT OR NOTED ON PLANS. I 20,LEM THAN OR EQUAL TO 50 AND r r Z 0. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOEDOWNS. L------------ J "PI"LESS THAN OR EQUAL TO 15. I m FOR ADDITIONAL l+IJD SPECIFIC PLAN 2579—C REVERSE INFORMATION NOT SWOON HEM � 01 —J q� e - SHADED 1-STORY FOOTING. FOUNDATION PLAN, LOW "El" REFER i0 MAIN FDtL PLAN L•9'-9" — — FOOTING SIZE AND REINFORCING " " I PER DETAIL SHT SDI. SCALE:1/4",I_0�� ,> LL -- NON-SHADED 2-STORY FOOTING. THIS FOUNDATION DESIGN IS INTENDED r-- /1 FOOTING SIZE AND REINFORCING en FOR LOTS WITH"EI"GREATER THAN * l PER DETAIL sHr SDI. r 1 f II--71I� � FIII---1 I ' `i -------- 20,LESS THAN OR EQUAL TO 50 AND I I I I j ! I I I I JyYry�� GRADE BEAM PER PLAN "PI"LESS THAN OR EQUAL to 15. L L—J� L_ ��L� FOR ADDITIONAL AND SF'ECIFIG I I INFORMATION NOT SHOWN HERE I I I -'"""""""'"'"""""""""""""1"- REFER TO MAIN FOR PLAN A I I I I ) VAPOR 15ARRIER REQUIREMENTS: { MIN. 10 MIL. POLYETHYLENE VAPOR ( F �! BARRIER APPLIED CONTINUOUSLY yll'Ri L•�,'m" ) ALL SEAMS ZAPPED A MINIMUM 6 1 IT I > AND SEALED WITH TAPE.ALL PENET- gpl ; RATIONS THROUGH THE VAPOR BARRIER O I SHALL BE SEALED BY TAPE TO PREVENT I I 5STAKES NSOTTNPENEfRATEE THE_DE LV VAPOR BARRIER. O U I I I I ev1 �h Q W J I I I c I I ............ ... Q U L Q < I I I I ^' z O U m L•'�' I i i I r------� Q Q = .. W < rs .............. I I I I o , eo1 ® I I I I I I L —_j L------J 1.. O~v J UZ Z uu z IJ (om w° ------------- U) L--- W W } I I I Q < I 4 I I Q J L I I I I I I I < < I I O I I I w m Sr�rF FI LAl1F0��\P N I I I I I I i I w I 0z I I`ICI I Plot/Sign 11/16/04 O L_ -- ———— —J III I I Date: Z PLAN 2579—D REVERSE --____------ ----- ti I Sale: FOUNDATION PLAN, LOW "El" — — — —— "4•I I w SCALE:1/4"•I'-0" 1 50 MAFVY PANEL L __—_—__-- J Job No: w H-I .n A8.m/e5^ 04-1319 Z_ - THIS FOUNDATION DESIGN IS INTENDED o• *+T Y�12R>Y D FOR LOTS WITH"£I"GREATER THAN PLAN 2579—A REVERSE Revision:20,LESS THAN OR EQUAL TO 50 AND"PI"LESS THAN OR EQUAL TO S. s PAD FOo Ind 13 FOR ADDITIONALAND SPECIFIC a HA PANELFOUNDATION PLANLINFORMATION NOT SHIOIIA•1 HER£ a'-o'PA6tW/Ik'� ECI E-NT t7PIGAL W 4 BAR BDI Sheet No: tL ra)a Er�ortET1T AT I6°orc Ilwr WALE:I/4"•1'-0" w REFER TO MAIN FPPL PLAN OF Ea[.14 PANEL THIS FOUNDATION DESIGN 18 INTENDED r F r 1 FOR LOTS WITH"EI"GREATER THAN S3-1.2R I I I I I 20,LESS THAN OR EQUAL TO 50 AND v o L_J L_J L_J "PI"LESS THAN OR EQUAL TO 15. wLU ,L GLULAM BEAMS-'GLB"OR"GLU-LAM" 0 o .. FRAMING NOTES: FRAMING LEGEND AND SYMBOLS COMPOSITE WOOD PRODUCTS: TRUS'JDIST PFC-4354 BEAM TYPE SPECIICAR°" \ \ o W SIMPLY SUPPORTED 24F-V4 DF/DF LOUISWNA PACIFIC:PFC46654 CANTILEVERED 24F-VB DF/DF ALL LUMBER IS TO BE KLN DRIED 0z 1.REFER TO STRUCTURAL GENERAL NOTE SHEET AND DETAILS. INDICATES SPAN AND DIRECTION OF FRAMING SPECIFIED AS"C"SERIES[-JOIST BOISE CASCADE:PFC-4fi65 U) SHALL BE ONE OF THE FOLLWING: CONTINUOUS OVER SUPPORTS 24F-V8 DF/DF ROOF JOISTS AND RAFTERS ANTHONY:PFC-5317 - 2.PROVIDE TOP PLATE SPLICE AT EXTERIOR WALLS AND INTERIOR ANTHOBOISE Y ADI/40 CALVERT INC.:EWS;#Y117 SHEAR WALLS. INDICATES SPAN AND DIRECTION OF BOISE CASCADE B10 OR OPEN JOIST 2000:PFC-5725 'U TRUSSES AT 24'°\C TRUS JOIST TJI/210 OR 310 ALL MERIdR NON-BEARNG, NON-SHEAR WALL STUD � 3.NAIL FOR S.P.N.TO BE 1fid SHORT NABS,3 1/4"x 0.131"DM.(BUCK) LOUISIANA PACIFIC LPI/2D,32 OR 30D - p o OR URGER.REFER TO SHEAR WALL SCHEDULE FOR S.P.N,AT SHEAR WALLS. NDIG4TES SPPN AND DIRECTION OF NASOOR WH ENGINEERED WOOD BEAM-'E/!B" ROOF TRUSS NOTES: WALLS MAY BE FRAMED WITH 2x4 STIRS AT 24'o/C o m m FLOOR JOISTS 'EWB'DESIGN VALUES Fb Fv E m ¢ 4.REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY CALLED FRAMING SPECIFIED AS"B"SERIES I-JOIST 1.TRUSS MANUFACTURER TO DESIGN TRUSSES PER FRAMING PUNS p OUT OR NOTED ON THE PLANS (�� INDICATES SPAN AND DIRECTION OF SHALL BE ONE OF THE FOLLWING: BEAM WIDTH GREATER 24D0 270 1.8 WITH THE FOLLOWING REQUIREMENTS: t9 DECK JOISTS ANTHBOISONY ADI/60 THAN 3.5" A.ALIGN ALL TOPS OF TRUSS CHORDS IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED 5.REFER TO DETAIL 11/SD2 FOR NON-BEARING HEADER SCHEDULE. INDICATES SPAN AND DIRECTION OF BOISE CASCADE BCl/600 BCI VERSA-UM LVL 2900 2B5 2.0 B.HEAD OUT FOR 30"x 30"ATTIC ACCESS,WHEN OCCURS. (FINGER-JOINTED LUMBER. ALL FINGER-JOINTED LUMBER 04 L \ TRUS JOIST TJI 360 TJI PARALIAM PSL 2800 290 2.0 NOTE:NO HEAD OUT IS REQUIRED FOR A MAX.28"WIDE OPENIN O 7 cEluNc JOISTS /� MUST BE "CER XT JNTS" AND CONFORM WITH THE WWPA's 6.REFER TO DETAIL 1/SD2 FOR SHEAR WALL,FLOOR,AND ROOF SPECIFICATIONS. LOUISMN4 PACT IC LPI 364 LPI GANG-UJA LVL 2950 290 20 PROVIDED THE ROOF PLYWOOD RAS A SPAN RATING OF 32/16. GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL. Z °L INDICATES HEADER AND BEAM REFERENCE NASCOR NJU PREMIER PLUS CIB 3000 270 2.1 C.PROVIDE ADDTIONAL SUPPORT AT AIR HANDLER, p (d) GLU-LAM 3OF-E2 3000 170 2.1 WHERE OCCURS. FINGER-JOINTED LUMBER IS TO BE STAMPED WITH Z FOR STRUCTURAL CALCULATIONS. FRAMING SPEGFlED AS A"SERIES I-JOIST CALVERT GL 3000 3000 300 2.1 D.PROVIDE CONVENTIONAL FURRING AT INTERIOR "CER EXT JNTS AND MAY BE USED INTERCHANGEABLE WITH ® SHALL BE ONE OF THE FOLLOWING: 2.OE ULTR4UM LVL 3100 285 2.0 COFFERED CEILING AREAS,U.N.O. . 'U INDICATES SHEAR WALL TYPE REFER TO DETAIL 1/SD2 ANTHONY ADI/80 ANTHONY POWER BEAM 3000 300 2.1 E.TRUSS HANGERS TO BE DESIGNED BY TRUSS ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME SPECIES BOISE CASCADE BCl/900 CALVERT GLB 2400 270 1.E TRUSS HANGER AND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN (� V nZ-c TRUS JOIST TJI/560 F.PROVIDE SOLID BEARING AT MULTIPLE GIRDER THE STRUCTURAL GENERAL NOTES AND CALCULATIONS. uJ LOUISIANA PACIFIC LPI/56A TRUSSES) Z "EWB'DESIGN VALUES Fb Fv E BEAM WIDTH LESS THAN 2.CONTRACTOR TO SUBMIT COPIES OF TRUSS PUNS TO Z z600 270 1.7 SPF IS TO BE USED FOR STUDS AND CRIPPLE WALLS ONLY. OR EQUAL TO 3.5" BULDG.DEPT.MID STRUCT.ENGINEER FOR RENEW w TJI TIMBERSTRAND LSL 2600 400 1.7 3.EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE ALL TOP PLATES AND SILL PLATES ARE TO BE DOUGLASLu - LPI GANG-UM LVL 2650 295 1.9 HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMAnON FIR-LARCH. ALL 3x MEMBERS OR LARGER ARE TO BE f \ L d DOE VERSA-UM LVL 2800 285 2.0 LOCATED WITHIN 2 FEET OF THE CENTER SPAN ON THE FACE OF DOUGLAS-FIR-LARCH. REFER TO FRAMING NOTES ON SHEET �/NJ ILVL 2850 285 1.8 THE BOTTOM CHORD PER UBC 2321.4: Z TJI PARAUAM PSL 2900 290 2.1) SDI FOR FURTHER CLARIFICATION. Z LPI GANG-UM LVL 295D 290 2.1) A IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. ¢ PREMIER PLUS GLB 3 00 270 2.1 GLU-IAM 30E-E2 30 000 270 2,1 B.THE DESIGN LOAD, FSI-LVL 2000 285 1.8 C.THE SPACING OF THE TRUSSES. O 5 WELDWOOD LVL 2750 285 1.8 (2)D316 4(4)11 PER TOP PLATE SPLICE 'Q1 oC (2)C616 2 Sp (2)DIMS (])CSY: PACIFIC WOODTECH LVL 2750 285 1.8 w (2)C816 AT 24 eft 5D 5 5 AT 24'o/c AT 24"o/C 4.0? 2 J•ti0 G816i Im t.: O fi►�/1 f O b / ~4x4 4 4x4 _ _ Al rl,, I'•� ;4dA t. /l'V� :.`'L @ (L u Q �P ..., (:� U .. - (2) c "NOOK _' o ! _ a ,r m i I"`.BATH _ gg 0 m_� �� � o 3 GIfmER 710J88 9 6e F om O- m Z4"C �4„ 6 S'Q 2 L-I II y AT o/e 1yy(rg 3 yI 4 I - F p ! 5 2)CSI6 AT 'u m 6 PLATE CREAK502 4 .tra - - Z a O Z L.._.. 1 U MI CO 315'x _ ......... � r _ - 0 MPUT ER --- FL Eue - -- 4x6 - N111, LLAT = Lj 3 L4u )C516 AT 3 `I o J L p ° I PLATE BREAK 8 -• k T 4 l m o l r W 0 U 8D3 �.e'- • � � 0 W F- z S AT 36'o/c �L z " 1 ,g AT AT 24°o/c 3 2 F a - �•''NG- I� O . "� 1 d GARAC-E �'o I O J w cc 0 A.A� W m _ m � & pow I Q a < B RM 3 1eg5j'ge B Rr yl pTm (2)C(2)COSS* J ^ ZZ a L1 .• BLOCKED FLOOR ¢ 3 3 m ' ) ff g " n To DIAPHRAGM W 19.d's ti0 A ATb"o/G IBJ•L NOFES510a ¢ ALIGN V W �_ _ ALIGN DRAT TRUSS UW1/E71 > f - 3i'IL1DE BLKG k"° a'. _L O g z --- ,/: DRAG AD.2835• '� 5V x Yr'EBB(S) ' _-_ _ __ -- ___ : rPy1 ry Fc ¢ I� C ,. .. .. zJ 4x4 POST W(2) Ar c II 91B H MOT PRO L �+ e yJ .Y DRAG N I W 25'EMBEDMENT - .+ - k � T 5 L'i'GL.D- 6 �I q _ -TRUSS KI AT W o/c F T T 21113410 _ :.+ rt 4xb(3) 4xS(4)-� CBI16WAAT V r�TE CIV^`I Oy�� rtf ~ Lu ;j ��� L b" L T2-m° L.2,-2" 2 L� i BD I 924 FWImY PANEL I BD2 1 19 eD3 `BE'4 AJS. iO pL AT 16"o/c T S"o/c W 25"EFElEDhENT � y 4 O 2 5 D b (21 C8W PER TOP PLATE SPLICE 1 ._..... Date:Plot/S19n 1 1/16/04 O 8D3 Z 5 - - Scale: � 1 2 b 6 1/4" = 1'-0" Z �X K w `-' Job No: 04-1319 z LD Revision: w PLAN 2579-A REVERSE PLAN 2579-A REVERSE ROOF FRAMING PLAN FLOOR FRAMING PLAN Sheet No: w Lu SCALE:1/4"-I'-V SCALE:1/4"=1'-V S3-2R nz 0 LL oL W d o 0 0 w IS) ................................. L7 54T 2 o m u < ...................... z ........... I. ...................... ................... LAU ... ....... z DININ L �5 ............................................ z GAR ACsE Lu 7 .. ......... ........ < ............. ................ ............. .. ............. I UZ6 O D9 i� C11 N LU:V- ----------- -----4�9 .......... --------- ------------------------- W 5 51 wk L0 MIC" ! a n ! ! OD Z ; ewm* WC66 ---------- ----------------- ----------------- PLAN 2579-B REVERSE PLAN 2579-B REVERSE FLOOR FRAMING PLAN SCALE:1/4"-V-W ROOF FRAMING PLAN FOR ADDITIONAL AND SPECIFIC SCALE:1/4"-1'-0" INFORMATION NOT HERE ADDITIONAL AND SPECIFIC MAIN FRAMING FLAN INFORMATION NOT HERE FS:r:R TO MAIN FRAMING PLAN z 0 Cr ........ < .......... ................................. �G�UT .......... Z C0 L6 Lu ......................................... z 0 < X177 z La ............... ........................... x q: Lu 0 .............. .......... w z < Co C/5 05 ow Lu -j C) 0 LU ............ GARAGE F. C ............. . .................. .......... < ..................... < .......... L IyiN Exp. ------------------ ENTRY e of CN� LU 0z Plot/Sign Dote: 11/16/04 C z -------- -------- ----------------- Scale: 1/4' = 1,-0"------------------ LU Job No: 04-1319 PLAN 2579-C REVERSE z PLAN 2579-C REVERSE ROOF FRAMING PLAN Revision: (n z LU SCALE;1/4"-V-W FLOOR FRAMING PLAN Or-ALE:114"-F-V D I-AL SPECIFIC Sheet No: FOR ADDITIONAL 41'IT=CRE ADDITIONAL SPECIFIC LU To FM�-=R TO MAN FRAMING PLAN INFORMATION NOT=HERE %-MR TO MAIN FRAMING PLAN < S3-3R :i� a \ K W K - O �U m m m ¢ K p W N ¢ C) E Z � O U Z_ CD � v W J _ Z �.., W W = Is U L � Z � w 0 Q3 ou2 O � d N W o 0 U d) J Lu' GO1PQTER -- �� BATH..... _.............. - ..._ a 17 i i m L I j D_NINCs --� = E..2.___ 0 z soRr Z (n U Q a s UJ a ¢ U " Z Ov SDRI'1 2 < i Z ¢ F- w O Ow F— z v/v/ Z z — Z!NCUT 3 ENTRY sa ^ W J C.)__�' c ____.__ .................._..... N___ Ld t� IT11 gyp, �Qy, N 4 PORCH / BD (WOO (3)C616 Q Q0.0FE$Slpn, ¢ o-�� �D• '!F• Z h O C80069 6xp6)06' PLAN 2579—D REVERSE PLAN 2579—D REVERSE s'°fF F' "F���'P N FLOOR FRAMING PLAN ROOF FRAMING PLAN Q SCALE:1/4"=I'-0" C) FOR ADDITIONAL AND SPECIFIC FORADDITIONAL =I'-O" R SCALE: TIONAL AND SPEGIFIG INFORMATION NOT SHOWN HERE Date: � v REFER TO MAIN FRAMING PLAN REFE `1ATION NOT SHOWN HERE Plot Sign 11 16 04 OO REFER TO MAIN FRAMING PLAN Scale: —0. z uz w Job No: LLI 04-1319 z z Revision: `?L w N J Sheet No: � S3—4R _ o LL W d a o U a U n J O m m U Q K p W H Q OC - G � Z � O U Z_ W W Lu W V L � dZ O� U O 6) w O � � O O N W o a L -. o 6ATH 4 I LD M5 � Cp Cp p LJ - ---------- Z a O z O U Z CO) IL Qa w J ZV oU OPTIONAL BATH 3 REVERSE z j OPTIONAL BEDROOM 5 REVERSE J x � o FLOOR FRAMING PLAN FLOOR FRAMING PLAN F— w O SCALE: ITI=I'-O" SCALE:114"=P-m" W Z 7< FOR ADDITIONAL AND SPECIFIC FOR ADDITIONAL AND SPECIFIC /A I/'� ,Z jA II�ORMAtION NOT SHOLLN HERE II�Ord`1ATION NOT SHOLLN HEM O z VJ! 00 REFER TO MAIN FRAMING PLM7 REFER TO MAIN FRAMING PLAN U N ww w >2 � Y Q Q J Q i RpFE55�ON Q G yr •,4 0 OIVI1 �F C W H Q C Plot/Sign �/�6/04 0 Date: U Z Seale: w Job No: 04-1319 Z Q� Revision: Z W N Sheet No: U S3-5R 0 LL aC W LL oSOILF7�, INFORMATION: N1.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC. _ JOB NO.: 1216.00 aDATED: SEPTEMBER 30,2003 p2.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO '> r - REVIEW THE SOILS REPORT PRIOR i0 COMMENCING CONSTRUCTION. m m < IT IS THE RESPONSIBILItt OF THE OWNER,DEVELOPER AND SUBCONTRACTOR p TO THE THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. POST TENSION SLAB z LAY-OUT NOTES: 1.POST TENSION FOUNDATION TO BE DESIGNED BY OTHERS. FLU REFER TO THEIR DRAWINGS AND CALCULATIONS FOR COMPLETECONSTRUCTION REQUIREMENTS. LU z2.THIS PLAN REFLECTS SLAB LAY-OUT AND ASSISTS IN LOCATINGHOEDOWNS,ANCHOR BOLTS, POST BASE HARDWARE,AND CRITICALBEARINGWALL LOADS AND POINT LOADS.ALL DIMENSIONSTOBE W VERIFIED WITH ARCHITECTURAL FLOOR PLAN DIMENSIONS BY ARCHBECT AND CONTRACTOR PRIOR TO CONSTRUCTION. U) 3.FOOTINGS SHALL BE OBSERVED BY THE PROJECT SOIL/GEOLOGY d ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE. V S_ W 4.CONCRETE TYPE TO BE DETERMINED UPON COMPLETION OF ROUGH ❑ GRADING,AND VERIFIED WITH SOILS ENGINEER RECOMMENDATIONS PRIOR TO PLACEMENT. = OZ 5.ALL LINE LOADS GREATER THAN 1000 Ibe/ft HAVE BEEN NOTED ON THE PLANS W 6, ALL POINT LOADS GREATER THAN 5000 Iba HAVE BEEN IN ON THE PLANS. POST TENSIONED SLAB IS ASSUMED TO BE ABLE TO SUPPORT POINT LOADS LESS THAN 5000 Iba,POST TENSION ENGINEER SHALL VERIFY. �.............. -- 7.POST TENSION ENGINEER TO PROVIDE AND LOCATE CONTROL JOINTS 0 TO MINIMIZE SLAB CRACKS, W PLAN 2750-B FOUNDATION NOTES: DIAMETER SLAB HARDWARE PLAN BYL14EXTERIOR WALLS.LONG ANCHORARE BOLTS EMBEDDEDTO BEEATWITH LEAST/7"INTO CONCRETE WITH A MAXIMUM SPACING OF 72 O.C. SCALE:1/4"•1'-0" THERE SHALL BE A MINIMUM OF TWO 80LTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12"OF EA END OF EA.PIECE. FOR ADDITIONAL AND SPECIFIC A PROPERLY SIZED NUT AND WASHER S1{ALL BE TIGHTENED ON EA.BOLT INFOIRMATION NOT SHOUN HERE TO THE PLATE. REFER TO DETAIL 7/SDI FOR ALTERNATE CONDM N REFER TO MAN 51. 8 PLAN FOR MISSING,MISPLACED OR IN LIEU F ANCHOR BOLTS. 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS Im PLF (OR ALTERNATE AS ABOVE)) SPACED PER FOUNDATION PLAN AND STRUCTURAL ENGINEERS OALCULATIONS. OJ 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 12/SDI. STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. w a1 ' 4. INSTALL HOEDOWN ANCHOR BOLTS PER 11OR PROVIDE AND PLAN 2750 V J INSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) y {� j( ; FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. SLAB HARDWARE PLAN ���• � DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT � r�•� HOEDOWN LOCATIONS. "I {� 5. PROVIDE 5 8"DIAMETER BY 14"ANCHOR BOLTS AT 3X FOUNDATON PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 SCALE:1/4"•I'-0" 4 f� �f11 SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE, FOR ADDITIONAL AND SPECIFIC }` ► 0 AIL WJY _ It 1140PI'1ATION NOT SHOUN HEM ^ rr 6. HOEDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION REFER TO MAN SLAB PLAN •• ^^^,.^�•^ Jf - INSPECTIONS. w ^ Z a 1 7. USE 2"x 2"x 3/16"PLATE WASHERS. 10 8. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR ID BOLT SPACING, 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY. O < Z10. REFER TO DETAIL 11/SDI FOR ANCHOR BOLT SIZE AT HOEDOWNS. 66 Q tz JJ QQ � < < ..................I. Z U La Z O�j IW- Z W coC) 0 N w µ W Tp > 6 17� 4 �'.... � ". • � Y 3 . 7., a 7-1 a e,Ab4 < < < zz »< _.. . o'tAE 55101, < J ED 4 n r� „ter No.CGQ069"O m K) - _ I yfE OF CALtta0. N / W Iz 0 FSheet n 11/16/04 0 z Q) 1�4" = 1•_0* Z 04-1319 z PLAN 2750-D j SLAB HARDWARE PLAN : BGALE:1/4".V-0" ..I PLAN 2750-A o: FOR ADDITIONAL AND 9PEGIFIG j..g.,.,Ste—YPA1FLBv\ SLAB HARDWARE PLAN Z INFORIMATION NOT BHOLLN HERE ' w < INFER TO MAN SLAB PLAN S A— L,4,; w 0 4 L------------_ LU � L----- J SOIL INFORMATION: I 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE ----------1 AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. _ I r-------------- 1 I I I I 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC. -------------- _ o Z—_---J I JOB NO.: 1216.00 U o - I I I DATED: SEPTEMBER 30, 2003 m m I r 1 I I I 3.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO uu.I I I I I I I REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. F IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR I _________ __J L_____J I TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN I r I I I REQUIREMENTS ARE CONSISTANT WI7H ANY UPDATED SOIL REPORTS. Ir------------------------� u FOUNDATION NOTES: I I I I I I I ALL EXTERIOR WALLS ARE TO BE SECURED WITH T'7'DIAMETER Z BY 14' LONG ANCHOR BOLTS EMBEDDED A7 LEAST 7 INTO CONCRETE � U eZ I I I WITH A MAXIMUM SPACING OF 72"O.C. W I THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION = = LD I i I PLATE WITH ONE BOLT LOCATED MIN.7"&NAX. 12"OF EA END OF EA PLATE. Z I I A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA BOLT �xJ 0TO THE PLATE, REFER TO DETAIL 7/SDI FOR ALTERNATE CONDITION /� z I I FOR MISSING,MISPLACED OR IN LIEU F ANCHOR BOLTS. fir\"• I I I I I I I 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS = I I OR ALTERNATE AS ABOVE SPACED PER FOUNDATION PLAN AND I I I I I STRUCTURAL ENGINEERS CALCULATIONS. U L d I I I I I w 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS Z Z INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SD1. < STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. ::w I I r I I 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD7. PROV DE AND .� INSTALL ALL U S P LUMBER CONNECTORS!OR EQUAL) �� FOUNDATION HARDWARE PER MANUFACTUREff228 RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT d HOEDOWN LOCATIONS. O L----------------------- 6. PROV DE 5 6"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION I J I i I I PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 C_------ I I SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. 6. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION O ul I I I I PLAN 2750—B INSPECTIONS. _ FND. PLAN — VERY LOW 'El" 7. USE 2"x 2" x 3/16"PLATE WASHERS. I I I m SCALE:I/4"'I ° J L 6. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR L------------------------ ------ J THIS FOUNDATION DESIGN IS INTENDED FOR ADDITIONAL AND SPECIFIC BOLT SPACING , FOR LOTS WITH"El"LESS THAN OR INFORMATION N07° HE1ZE 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY I I EQUAL TO 20 AND"PI"LESS THAN 15 1 REFER TO MAN FON.PLAN CALLED OUT OR NOTED ON PLANS. � I � PLAN 2750—V n / r v J Iy yvVvvvvvvvvv y n 10. REFER 70 DETAIL 11/S01 FOR ANCHOR BOLT SIZE AT HOEDOWNS. IIO10 PLF i v -- - -�� FND. PLAN — VERY LOW "El" /��w`�'' v '' —, SHADED 1-STORY FOOTING. L_ -� 8DI J ?( ) I - PER NG SIZE AND DETAILSHT SDREINFORCING X .............. ..........— SCALE:1/4"„1,-O" / m� ) r LL THIS FOUNDATION DESIGN IS INTENDED 7F=&TER ADDITIONAL AND SPECIFIC ) Y (( NON-SHADED 2-STORY FOOTING. m FOR LOTS WITH"EI"LESS THAN OR ATION NOT SHOLLN HERE ) r ) ( FOOTING SIZE AND REINFORCING EaJAL TO 20 AND"PI"LESS THAN 15, TO MAIN FDN.PLAN - f ______-- PER DETAIL sHi SDI. m r_______ ________________Z_ __— T..I GRADE BEAM PER PLAN I n K3 974 ViATIDT PANEL 4 (( 14 y VAPOR BARRIER REQUIREMENTS: t Li 9 I Jr ) MIN. 10 MIL. POLYETHYLENE OR < Z F, BARRIER APPLIED CONTINUOUSLY)VIYFII CO ALL SEAMS LAPPED A MINIMUM 6 AND SEALED WITH TAPE.ALL ENET— O z j) RATIONS THROUGH THE VAPOR gpRRIER SHALL BE SEALED BY TAPE TO PREVENT y y MOISTURE INTRUSION.TEMPORARY GRADE ! 0) VAPOR BARRIERNOT PENETRATE THE O < L---- --- �-�_____� ^^^^^^^^^^^^^^^^^^^ - Q W J r-----1 i L-----� J eF i CC i I I I Ll' JJ � �'� �� G 0 < ---J I I I -------------T LLr < 0 LLI Z I I I I ` ' I ■ I V/v/ 7 r-------- - ----- J L-- r-J O U W `- I --- J I ----- --------�\ `��I I 4 I a i W } L. '®" l i I I I72 ar Q < I Q � I I III I I I I, I Abk I r FRO E66/pN < 1 I ---------------- I I I F OF CAL\FO L I I PLAN 2750—D _s� FND. PLAN — VERY LOW "El" — ' " PAST YPANEL 0 -- I i I f'' !a>u EiARB TOP eoTT i I FRevision: 1 16/04 O ----� ( I _ _-_ --- ---- ----J II Z SCALE:I/4'"P-0" THIS FOUNDATION DESIGN IS INTENDEP FOR ADDITIONAL AND 9PEGIFIG I ' _ - I Lu FOR LOTS WITH"El"LESS THAN OR NFOWATION NOT,,NOUN HERE L'" -- __ —__ -J.� - 1'-D, EQUAL TO 20 AND"PI"LESS THAN 15. REFER TO MAN FDN.PLAN PLAN 2750—A I I 1, z FND. PLAN — VERY LOW "El" W 18 sot WALE:1/4""P-O"THIS FOUNDATION DESIGN IS INTENDED------------ FOR LOT$WITH"EI"LESS THAN OR AfmY PN WD EQUAL TO 20 AND"PI"LESS . z1 ^^^^ ^^^^^^ 8DI LU Fo L------------- -----� I I SOIL INFORMATION: 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE I I r------------------------- AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. I I I I I 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES. INC. _ p m _ �—_---J I I JOB NO.: 1216.00 c� o I r——— I I DATED: SEPTEMBER 30. 2003 m m 'v < L----------- _____ I i I r -1 I 3.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO I I REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. R IS THE RESPONSIBILITY OF THE OWNER,DEVELOER AND SUBCONTRACTOR I r_________________J L---_-- I I I TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN I I I I REQUIREMENTS ARE CC WITH ANY UPDATED SOIL REPORTS. - z r-———————————————————————— I I I I n FOUNDATION NOTES: _ z 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8"DIAMETER Z WITH 4"LONG ANCHOR A MAX MUM SPACING BOLTS OF EMBEDDED AT LEAST T INTO CONCRETE W I I I I I I THERE SHALL BE A MINIMUM OF W0 BOLTS PER PIECE OF FOUNDATION I iI I- PLATE WITH ONE BOLT LOCATED MIN.7'&MAX. 12"OF EA END OF EA.PLATE I I I I I i A PROPERLY SIZED NUT AND WASHER S//��11ALL BE TIGHTENED ON EA BOLTTO J w J I I I I I FORTHE PLATE, REFER TO MISSING. SS NG.MISPLACED OR IN U AIL70FSANCHOR FOR BOLTSRNATE CONDITION Q7 W I I I I I 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS W J OR ALTERNATE AS ABOVE SPACED PER FOUNDATION PLAN AND 1L STRUCTURAL ENGINEERS CALCULATIONS. V S_ w 3 ALL NON-SH WALLT INS NSTALLEDIO ER MANUFACTURERSS R COMMENDATIONS•PER DETAILARE TO BE SECURED WITH OI6/SDI. < STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. nz 4. INSTALL AOLDOWN ANCHOR BOLTS PER 11/SD1.PROVIDE AND w I I I I INSTALL ALL U S P. LUMBER CONNECTORS(OR EQUAL) I I l FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. w I I DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT = L I I I I HOLDOWN LOCATIONS. O ' I III------------------------ 5. PROVIDE 5HH//8 DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION CY SHEAPLATRS ALLSE VERIFY WITH SHEARLL WALL WALL LATE IS REQUIRED AT ALL TYPE 1 9 O I� I 6. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION O INSPECTIONS. 2 PLAN 2750-B Q. I I I I I FND. PLAN LOW "El" 7. USE 2"x 2" x 3/16"PLATE WASHERS. SCALE:1/4"•P-0" S. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR x L------------------------J L— BOLT SPACING. THIS FOUNDATION DESIGN IS INTENDED FOR ADDITIONAL AND 9F'EGIFIC FOR LOTS WITH"EP GREATER THAN INFORMATION NOT SHOWN HERE 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY I 20,LESS THAN OR EQUAL TO 50 AND REFER TO MAIN FDK PLAN CALLED OUT OR NOTED ON PLANS. I "PI"LESS THAN OR EQUAL TO 15. PLAN 2750-V JfV v J vVVYvvvvvvvv Y v 0. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOEDOWNS. I II00 PLF v - - FND. PLAN - LOW "El" ^ 1 y I I 3 JV V v`�I, / y �4 FOO�NG SIZE AND(REINFORCING L_____________J T )� {f )S rff PER DETAIL SHi S01. SCALE:1/4"=V-0' f r ------ THIS FOUNDATION DESIGN 19 INTENDED FOR ADDITIONAL AND SPECIFIC NON-SHADED 2-STORY FOOTING. m FOR LOTS WITH"EI"G,�ATER THAN INFOR'IATION NOT SHOW!HERE f FOOTING SIZE AND REINFORCING d 20,LESS THAN OR EQUAL TO 50 AND REFER TO MAIN FDK FLAN f __--__-- PER DETAIL SHT sD1. �0 "PI"LESS THAN GR EQUAL TO 15. -----------------i— -- --------- f GRADE BEAM PER PLAN r------ T � 7s74 HAImT PNfL 4 �t v� I rr/ j VAPOR BARRIER REQUIREMENTS: y ( Q Lu Lu MIN. 10 MIL. POLYETHYLENE VAPOR l , BARRIER APPLIED CONTINUOUSLY�VIfH Y ALL SEAMS LAPPED A MINIMUM 6 ( '7 AND SEALED WITH TAPE.ALL FEBNgET-[ T 'L•16'-m' j SRATIONS E SFOALED BVETAPE�0 PREVENT ( O zo I 3 ) SOIKESRSHALRNOTNPENEETR.OTE THERADE S 0 19 =41- I > VAPOR BARRIER. ( '�J 0 < ®DI I ) / Z LL < I L------------- ,� I I , '� Q C J I I --- I I I L1� I I �� .r � < I _ J L-----� I —._- �r U v r------------- t�.p,�,ti I �:.._.... 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TRUS J015T:JMRFRS PFC-4354 GLULAM BEAMS-"GLB"OR"GLU-LAM" a N LOUISIAN4 PAGFIC:PFC-3754 BEAM TYPE SPECIIGTION ALL LUMBER IS TO BE KLN DRIED Ld 1.REFER 70 STRUCTURAL GENERAL NOTE SHEET AND DETAILS. ' ' INDICATES SPAN AND DIRECTION OF FRAMING SPECIFIED AS'C"SERIES I-JOIST BOISE CASCADE:PFC-4665 ROOF JOISTS AND RAFTERS SHALL BE ONE OF THE FOLLWING: ANTHONY:PFC-5317 SIMPLY SUPPORTED 24F-V4 DF/DF FO- 2.PROVIDE TOP PLATE SPLICE AT EXTERIOR WALLS AND INTERIOR AMHONY MI/40 CALVERT NC: 531 Y117 CANTILEVERED 24F-VB OF/DF SHEAR WALLS. 4 HIV INDICATES SPAN,AND DIRECTION OF BOISE CfS /CE OCl/5o0 OPEN JOIST 2000:PFC-5725 CONTINUOUS OVER SUPPORTS 24F-VB DF/DF ALL MERIOR N 4-BEARK NON-SFEAR WALL STUD 9 TRUSSES AT 24 OVC TRUS JOIST TJI 210 OR 310 E m 3.NAIL FOR S.P.N.To BE 16d SHORT NAILS,3 1/4"x 0.131"DIA(BLACK) LOUISIANA PACIFIC LPI/20,32 OR 300 .ORURGER.REFER TO SHEAR WALL SCHEDULE fOR S.P.N.AT SHEAR WALLS. TESISPAN AND DIRECTION OF NSCOR NUN ENGINEERED WOOD BEAM- EWB WALLS MAY BE FRAMED WITH 2X4 STUDS AT 24' 0/CJO515 'EWB"DESIGN V0.UE5 Fb F, EROOF TRUSS NOTES: I Q 4.REFER TO DETAIL PACKAGE FOR TYPICAL CONDMONS NOT SPECIFICALLY CALLED FRAMING SPECIFIED bs'B'SERIES -JOIST ( INDICATES SPAN AND DIRECTION OF BEAM 3.5'WID GREATER IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED OUT OR NOTED ON THE PUNS. SHALL BE ONE Of THE FOLLWING: 2400 270 1.8 DECK JOISTS THAN 3.5' ANMONY ADI/60 1.TRUSS MANUFACTURER TO DESIGN TRUSSES PER FRAMING PUNS 5.REFER TO DETAIL 11/SD2 FOR NON-BEAMING HEADER SCHEDULE. (� INDICATES SPAN AND DIRECTION OF BOISE CASCADE BCl/800 BG VERSA-NAM LVL 2800 285 2.0 WITH THE FOLLOWING REQUIREMENTS: FINGER-JOINTED) LUMBER. ALL FINGER-JOINTED LUMBER 9� \ / CELIN0 JOISTS TRUS JOIST TJI/360 TJI PARALLAA PSL 2900 290 2.0 A ALIGN ALL TOPS OF TRUSS CHORDS MUST BE "CER EXT JNTS" AND CONFORM WITH THE WWPA's - d 6.REFER TO DETAIL I LOUISIANA PACIFIC UPI 36A UPI GANG-LAM LVL 295D 290 2.0 Z /SD2 FOR SHEAR WALL,FLOOR,AND ROOF SPECIFICATIONS. NASCOR NJU PREMIER PLUS OLD 3Wp 270 2,1 B.HEAD OUT FOR 30"x 30"ATTIC ACCESS,WHEN OCCURS. GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL. °C (M) INDICATES HEADER AND BEAM REFERENCE GLU-LAM 39F-E2 3000 270 2.1 NOTE:No HEAD OUT IS REQUIRED FOR A MAX.28'WIDE OPENING FINGER-JOINTED LUMBER IS TO BE STAMPED WITH u _ FOR STRUCTURAL CALCULATIONS. FRAMING SPECIFIED AS"A"SERIES I-JOIST CALV'ERT GL 3000 3000 300 2.1 PROVIDED THE ROOF PLYWOOD HAS A SPAN RATING OF 32/16. CER EXT JNTS" AND MAY BE USED INTERCHANGEABLE WITH z © SHALL BE ONE OF THE FOLLOWING: 2.0E ULTRALAM LVL 3100 285 2.0 C.PROVIDE ADDITIONAL SUPPORT AT AIR HANDLER, INDICATES SHEAR WALL TYPE. REFER TO DETAIL 1/SD2 ANTHOM ADI/80 ANTHONY POWER OEAM 3000 300 z.1 WHERE OCCURS. ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME SPECIES '^ z BOISE CASCADE BCl/900 CALVERT GLB 2a00 270 1.8 D.PROVIDE CONVENTIONAL FURRING AT INTERIOR AND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN V! V m COFFERED CEILING AREAS,U.N.O. W TRUS JOIST TJI/560 E.TRUSS HANGERS TO BE DESIGNED BY TRUSS THE STRUCTURAL GENERAL NOTES AND CALCULATIONS. W LOIIISWU PAGFIC LPI/56A 'EWB'DESIGN VALUES Fb Fv E MANUFACTURER. F.PROVIDE SOLD BEARING AT MULTIPLE GIRDER U BEAM WIDTH LESS THAN 2600 270 1.7 TRUSS(ES) Q1 W OR EQUAL To 3.5' SPF IS TO BE USED FOR STUDS AND CRIPPLE WALLS ONLY. TJI TIMBERSTRAND LSL 2600 40, 1.7 2.CONTRACTOR TO SUBMIT COPIES OF TRUSS PUNS TO ALL TOP PLATES AND SILL PLATES ARE TO BE DOUGLAS- W J LRI GANG-L9A LVL 2650 285 1.9 BULDG.DEPT.AND STRUCT.ENGINEER FOR RENEW FIR-LARCH. ALL 3x MEMBERS OR LARGER ARE TO BE L Is. OCI VERSA-LAM LVL 2800 285 2.0 V NJ ULTRALAM LVL 2850 285 1.8 3.EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE DOUGLAS-FIR-LARCH. REFER TO FRAMING NOTES ON SHEET W TJI PABA LAM PS. 2900 290 2.0 HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION SDI FOR FURTHER CLARIFICATION. Z z LPI GANG-LAM LVL 2950 290 2.0 LOCATED WITHIN 2 FEET OF THE CENTER SPAN ON THE FACE OF O� f PREMIER PLUS GLB 3000 270 2.1 THE BOTTOM CHORD PER UDC 2321.4: GLU-VIM 3OF-E2 30DO 270 2.1 FSI-LVL 2750 285 1.8 A IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. -- WELDWOOD LVL 2750 285 1.8 B.THE DESIGN LOAD, PACIFIC WOOOTECH LVL 2750 265 1.8 C.THE SPACING OF THE TRUSSES. `�R TOP PLATEv ALT.3-CO16 SKICE O, � W4LL Tl'P. C�1 AT Ii'e/a 1 ,y` AT Ib'ok J' ..� f C4 6 Ai24'o/c r' 7 r�� W O CF aAr6.. J b74 FLAlO7 M!'. 4 \- F 1 ): fir 8 �r ' 1T Qti0 D3 t r ~ � *D_ * - ___ 6• 14 f( ILA - ' ,HA _......... -4x4 ...... .. ......... - -- - -. _4 8 6 _.__.--t 3 •xl-EILO(m)_ - COW. 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'ii°i5ii:iP?iii:Pi1i?i:PEii:4iii .... l : -- _ — — — -- -- — _.-, Quo oN < ❑� :: FE55 �— SUPER LOFT o Z -------------------- ° I I D ------------------------------ ROOF FRAMING PLAN ry$ P I I � A ---------------- ---- ---------- ----- I I \� SCALE:I/4"-I,_m�� FOR ADDITIONAL AND SPECIFIC 7r E OF LA0 LIVING I j INFORMATION NOT SHOLLN HERE p REFER TO MAIN FRAMING PLANL w I I Plot/Sign I Date: 11/16/04 Z Scale: 1/4, _ 1._0- z OC w Job No: 04-1319 z PLAN 2750—C PLAN 2750—C Revision: Lu ROOF FRAMING PLAN FLOOR FRAMING PLAN Sheet No: SCALE:I/4"-I'-m" SCALE:1/4"-I'-m" w U FOR ADDITIONAL AND SPECIFIC FOR ADDITIONAL AND SPECIFIC < _ INFORMATION NOT SHOWN HEi� I OR'1ATION NOT SHOWN HEM S4—3 REFER TO MAIN FRAMING PLAN REFER TO MAIN FRAMING PLAN Lu w 10 < Of C�L'i 7 jO LLA w LIA LLI O LLIO - ------------ H 777� d� ................LF < J BATH 2 LD .. .................... DINING I. ............... 0 z cc 0 L) Z U- Qa LU < ----------------- 00 .......... .................. ------- z ---- ---- ------ ----------❑---- --------------------- r LU < ---------------------- X CC E=i -------------- Lu 0 LLI z z F1 LIVING I I 0 w Lu ---------------------------------- .................. < oz oz PLAN 2750-D D f 5 1 PLAN 2750-D FLOOR FRAMING PLAN ROOF FRAMING PLAN SCALE 1/4"-1'-0" SCALE:1/4"-V-0" 10 FOR o�&BICFEIC X ER FOR ADDITIONAL 40 W'Er-I W-OWATICN NOT C 1, WOWATION NOT SWM I-E=PIC]; FZFER TO MAN PRAMNG PLAN OF C REFER TO MAIN FRAMW-PLAN Ch k- w Plot/Sign 11/16/04 0 Date: Scale: 1/4- = V-D- oz LLI Job No: LU 04-1319 z Revision: LU Sheet No: LU C, FLA—A z S4-4 Cz C) 1 nz a 0 \0 0 +�+ SOIL INFORMATION: 1.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC. 0 JOB NO.: SEPTEBER 30, 2003 0 DATED: SEPTEM - p� m 2.OWNER/DEVELOPER AND SUBCONTRACTORS ARE 70 REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. m Q IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR o: p To VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN w REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. F K POST TENSION SLAB o LAY-OUT NOTES: 1.POST TENSION FOUNDATION TO BE DESIGNED BY OTHERS. • Z REFER TO THEIR DRAWINGS AND CALCULATIONS FOR COMPLEFE V K CONSTRUCTION REQUIREMENTS, W 2.THIS PLAN REFLECTS SLAB LAY-OUT AND ASSISTS IN LOCATING Z HOEDOWNS,ANCHOR BOLTS, POST BASE HARDWARE,AND CRITICAL J w ') BEARING WALL LOADS AND POINT LOADS.ALL DIMENSIONS TO BE /� Q7 W VERIFIED WITH ARCHITECTURAL FLOOR PLAN DIMENSIONS BY ARCHITECT �1••� AND CONTRACTOR PRIOR TO CONSTRUCTION. Lu (T) 3.FOOTINGS SHALL BE OBSERVED BY THE PROJECT SOIL/GEOLOGY J ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE. U L aa w U 4.CONCRETE TYPE TO BE DETERMINED UPON COMPLETION OF ROUGH GRADING.AND VERIFIED WITH SOILS ENGINEER RECOMMENDATIONS PRIOR TO PLACEMENT. p[ S.ALL LINE LOADS GREATER THAN 1000 Ibs/ft HAVE BEEN NOTED ON THE PLANS •Q) 6.ALL POINT LOADS GREATER THAN 5000 lb.HAVE O = d BEEN NOTED ON THE PLANS. POST TENSIONED SLAB IS ASSUMED TO BE ABLE TO SUPPORT POINT LOADS LESS THAN 5000 IOU,POST TENSION (�— i....................... ...—._� ENGINEER SHALL VERIFY. i_rN`•j, O 7.POST TENSION ENGINEER TO PROVIDE AND LOCATE CONTROL JOINTS N TO MINIMIZE SLAB CRACKS. W OO PLAN 2750—B REVERSE �. SLAB HARDWARE PLAN FOUNDATION NOTES: 1. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8"DIAMETER SCALE:1/4"•F-0" BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7"INTO CONCRETE (D WITH A MAXIMUM SPACING OF 72"O.C. FOR ADDITIONAL AND SPECISHALLC THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION INIFOfiI'1ATICN NOT$HOUdd HERE PLATE WITH ONE BOLT LOCATED WITHIN 12"OF EA END OF EA.PIECE. tq A PROPERLY SIZED NUT AND WASHERS BE TIGHTENED ON EA BOLT LO REFER TO MAIN SLAB PLAN TO THE PLATE. REFER TO DETAIL 7 SD1 FOR ALTERNATE CONDITION FOR MISSING,MISPLACED OR IN LIEU OF ANCHOR BOLTS. Ilm PLF 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS (OR ALTERNATE AS ABOVE) SPACED PER FOUNDATION PLAN AND l9 STRUCTURAL ENGINEERS CALCULATIONS. ? a a 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 12/SDI. �xG 1 ,� 4 STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. LL PLAN 2750—C REVERSE 4 INSTALL ALL U.S. ANCHOR BOLTS PER S(OR . PROVIDE AND 4`( INSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. SLAB HARDWARE PLAN 7%14 DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOEDOWN LOCATIONSLID 5. PROVIDE5/6"DIAMETER BY 14"ANCHOR BOLTS AT 3X FOUNDATION BGALE:I/4"•I'-0" � PATES WF EREOCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 4 MApDY PMEG SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE.FOR ADDITIONAL AND SPECIFIC I&'9 A L Wt5 I INFORMATION NOT SHOUN HERE 6. HOEDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION REFER TO MAIN SLAB PLAN ^^^^-"t'1' _ INSPECTIONS. Z a 7. USE 2"x 2"x 3/16"PLATE WASHERS. L•15'-O" O S 8. REFER TO DETAIL 1/502 FOR SHEARWALL SCHEDULE AND ANCHOR BOLT SPACING. cc 19 N 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY. O C) U 10. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOEDOWNS. Z f a w J Ua U ° 2 L a = z wZ J X oC OIs—w � z 005 w05 0 O - UW W B 4 w } 0 �Q Q 0 bµ a J U' K � Q Q p,;.pF ESSION G Z L•Ib 0 o 4 < N � ExP..b/ n q7 47 CIVIV &°�\P N ,'b•L'6 OF CAl1f0 , Q K O Plot/Sign Date: 11/16/04 O Scale: 1/4• — t—O• z Cz w Job No: 04-1319 PLAN 2750—D REVERSE SLAB HARDWARE PLAN Revision: N SCALE:1/4"•1'-0" PLAN 2750—A REVERSE J FOR ADDITIONAL AND SPECIFIC -'0 WAFVT PANELS L"v��"�\ Sheet No: U tROp1ATIGN NOT sHO�N HERE � �°I / SLAB HARDWARE PLAN zz REFER TO MAIN SLAB PLAN \ rat S A—1R —7� SCALE:1/4„•1,_0" vA} L.4'-b• L.4-b• O ALLZ W J o ^ � m o L-----J L------------------ SOIL INFORMATION: f $ 1.FOUNDATION SIZES, DEPTHS,AND REINFORCEMENT ARE F 1 F----------------- ---1 I AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. I 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES, INC. - DZ L-----J --------------- I I - o JOB NO.: 1216.00 o J I I I DATED: SEPTEMBER 30,2003 m m I 3.OWNER DEVELOPER AND SUBCONTRACTORS ARE TO REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. L----- I L----------------- R IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR q 1 I I I TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN O REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. -------------------------� I z FOUNDATION NOTES: z l J 1.AL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8 DIAMETER Z I I I I I I r BY 14"LONG ANCHOR BOLTS EMBEDDED AT LEAST 7 LU THE INTO CONCRETE (� I I I i I WITH A MAXIMUM SPACING OF 72.O.C. RE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION = LU ...,--- PLATE WITH ONE BOLT LOCATED MIN.7"&MAX. 12'OF EA.END OF EA.PLATE. Z I I I I I I I A PROPERLY SIZED NUT AND WASHER S ALL BE TIGHTENED ON EA BOLT I I I I I I I TO THE PLATE. REFER TO DETAIL 7 SDI FOR ALTERNATE CONDITION Z I I ( FOR MISSING,MISPLACED OR IN LIEU F ANCHOR BOLTS. Q7 Lu I I I i I I I I 2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WI ANCHOR BOLTS = J I OR ALTERNATE AS ABOVE)) SPACED PER FOUNDATION PLAN AND I I I I I I I STRUCTURAL ENGINEERS CALCULATIONS. � -s- W 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS Z � U INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SD1. Q STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. M IN STALL NSTALL HOEDOWN ANCHOR BOLTS PER 11/SD1. PROVIDE AND O I NSTALL ALL U.S.P. LUMBER CONNECTORS(OR EQUAL) LL I I I FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. •Q7zz DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT O = I I I HOLDOWN LOCATIONS Lu L � . , I i t ------------------------ I I , O� I I 5. PROVIDE 5/B"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION -}- -,— I PLATES WHERE OCCURS. 3x SILL PLATE IS REQUIRED AT ALL TYPE 1 SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. N 6. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION O PLAN 2750—B REVERSE I I NSPECTIONS. si. _ I I 7. USE 2"x 2"x 3/16" PLATE WASHERS. FND. PLAN — VERY LOW "El" L�----------- S. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR ------------� I I -------------J I I SCALE:I/{" I'-0" BOLT SPACING. I THIS FOUNDATION DESIGN 18 INTENDED FOR ADDITIONAL AND SPECIFIC _--- -- __-- 9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY FOR LOTS WITH"El"LESS THAN OR INFORMATION NOT SHOWN HERE CALLED OUT OR NOTED ON PLANS. I I EQUAL TO 20 AND"PI"LESS THAN IS. REFER TO MAIN FDN.PLAN 10. REFER TO DETAIL 11/SDl FOR ANCHOR BOLT SIZE AT HOLDOWNS. 1100 PLF PLAN 2750—C REVERSE I ���`� --- �-----v-------- i I I cl-Y ; LI`-"'"""'\ SHADED 1-STORY FOOTING. 7 19 FOOTING SIZE AND REINFORCING FND. PLAN — VERY LOW AEI" '--------------J t l -----__ PER DETAIL SHT SD1. �, 'G L �� EDI SCALE:1/4'•V-0" \ Li t l NON-SHADED AND FOOTING. In THIS FOUNDATION DESIGN IS INTENDED FOR ADDITIONAL AND SPECIFIC PER DE SIZE AND REINFORCING 1 _------- PER DETAIL SHT SD1. FOR LOTS WITH•EI"LESS THAN OR INFORMATION NOT SHOWN HERE -- EQUAL TO 20 AND"PI"LESS THAN 15. REFER TO MAIN FDN.PLAN r 10 r 1 4 (7)974 NARDT PA -1---------------- -------, GRADE BEAM PER PLAN ,Y YY 13 I 1 H-I NI G'�A13.mY15+I Y r ' aDl �� EHBFDI•ffM I rrr I I--...,.,.,.-"........................�..�-\ -^^^^.- r I ) VAPOR BARRIER REQUIREMENTS: � I MIN. 10 MIL. POLYETHYLENE VAPOR > ALLRSEAMSPLAPPED OA TMINIMUML76�YIYH L•B'-O• , I Y AND SEALED WITH TAPE.ALL PENET-EE j O Z RATIONS BE SEALED THE ETAPE"OR BPRERVIENT ( Ix N l MOISTURE INTRUSION TEMPORARY GRADE < I I 19 STAKES SHALL NOT PENETRATE THE L-----J ---------------, I I 8DI VAPOR BARRIER. O U -----, r-------- I I L_` Q W — I LL J < \ L-----J L-----------------1 U < ------------------------� I I I I I I `- a Q = W , X 0 L------r -- r, --. ---- �� ��1 W 0 z ---- I �/� Z � I I j I L-� -_J L - I I I I V♦v/ W J o r----J i----- I L- -- O V W Z3 L. I I IILL I I I 4 I 4 I Kok W y l Tt-I 3 , J < taoF ss)aN < U) IL------------------------ K) a N cn 1e0 I .....1......... LLU I- L y (4)•4 F"W TOP x 9070M J I L_- O ) I 4'-0'PAST HAIRY PANEL EA END Plot/Sign OZ L-------------J !! itI I i 11/16/04 0 ! II Date: Z PLAN 2750—D REVERSE __- !! '�_____ --_ --- '!i; Soole: 1/4- 1,_D" z ---- ---- FND. PLAN — VERY LOW "El" ——— — LU ------ ------ Job No: 04-1319 Z SCALE:I/4".I'_0" ; PLAN 2750—A REVERSE �z, z THIS FOUNDATION DE81GN 19 INTENDED FOR ADDITIONAL AND SPECIFIC v Revision: LLI FOR LOTS WITH"El"LESS THAN AN INFORMATION NOT SHOWN HERE FND. PLAN — VERY LOW "El"EQUAL TO 20 AND"PI"LESS THAN 15. REFER TO MAIN FDN.PLAN /"""""""""""""- ' I Sheet No: D_ L--------- ----J - �918 V1M®Y PANELS 6 ' SCALE:I/4",I'-0" w • H-I c/ --_' -" THI8 FOUNDATION DESIGN I6 INTENDED < ^° S4-1.1R FOR LOTS WITH"Ell'LESS THAN cZ' L•4'-6• � L.q_6" EQUAL TO 20 AND"PI"LESS THAN 15. p 8DI � W iL --------------I o� L_____J L------------------- ; SOIL INFORMATION: >� w I I IF --, , I 1.FOUNDATION SIZES DEPTHS,AND REINFORCEMENT ARE N AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. 2 .. �'D L-----s---------------� I I I I I 2.SOILS REPORT BY: ALBUS-KEEFE&ASSOCIATES,INC. _ pD J I I I I DATED O.: SEPTEMBER 30,2003 U o -----� r------------- I I I og I 3.OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO L_________________ I I I REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. I I I I IT IS THE RESPONSIBILITY OF THE OWNER,DEVELOPER AND SUBCONTRACTOR Q _ ______________ TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN oC I- , I I I I I I REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. g p z d I I I ,Y FOUNDATION NOTES: I r----J 1.ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8w DIAMETER z I I I I I I I I __ _ BY 14°LONG ANCHOR BOLTS EMBEDDED AT LEAST 7 INTO CONCRETEF2.11 WITH A MAXIMUM SPACING OF 72'O.C. w THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED MIN.7"&MAX. 12"OF EA.END OF EA.PLATE.A PROPERLYSIZED NUT AND WASHERS ALL BE TIGHTENED ON EA BOLTTO THE PLATE. REFER TO DETAIL 7 SDI FOR ALTERNATE CONDITION Z FOR MISSING,MISPLACED OR IN UEU F ANCHOR BOLTS. w2.ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTSN ORALTERNATE AS ABOVE))SPACED PER FOUNDATION PLAN AND I -_--_J I I I �J STRUCTURAL ENGINEERS OALCULATIONS. t S_ 5- 3.ALL INTERIOR NON-SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS ZV QO Q) L-- INSTALLED PER MANUFACTURERS RECOMMENDATIONS,PER DETAIL 16/SD1. Q I I I I 1 STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. Q _ I I I 4. INSTALL HOLDOWN ANCHOR BOLTS PER 11/SD1. PROVIDE AND 0 I I INSTALL ALL U.S.P. LUMBER CONNECTORS[OR EQUAL) tL I I I I FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. •Q7 W DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT J I ',. HOEDOWN LOCATIONS. _.� ........! I I 5. PROVIDE 5 8"DIAMETER BY 12"ANCHOR BOLTS AT 3X FOUNDATION O p I - ------ ---- , I PLATES WHERE OCCURS.3x SILL PLATE IS REQUIRED AT ALL TYPE 1 p SHEAR WALLS.VERIFY WITH SHEAR WALL SCHEDULE. N -; U I 6. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION PLAN 2750-B REVERSE W INSPECTIONS. � 1— FND. PLAN - LOW "El" I I 7. US E 2".2". 3/16"PLATE WASHERS. L------------------------� I I 61—ALE:1/4"-1,_0" tH18 FOUNDATION DESIGN IS NTENDED FOR ADDITIONAL AND L _---______--- S. REFER TO DETAIL 1/SD2 FOR SHEARWALL SCHEDULE AND ANCHOR p BOLT SPACING. SPECIFIC .. _...........—_.... �._� i I FOR LOTS WITH"El"GREATER THAN IAIFORI1ATION NOT SHOWN HERE 20,LESS THAN OR EQUAL TO 50 AND REFER TO MAM FDN.PLAN CALLED OUT OR NOTED ON PLANS.9. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLYm I I "PI"LESS THAN OR EQUAL TO 15. PLAN 2750-C REVERSE 1 I n Iwo 0. REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE AT HOEDOWNS. w-v .---------.- ---•. � K FND. PLAN - LOW "Eh I _____________ ��� I �L n\ �._�v� J � LS .�, - SHADED 1-STORY FOOTING. � L Y L` bpl — FOOTING SIZE AND REINFORCING --. __ PER DETAIL SHT SDI. SCALE:I/4",I'-0" Y < \Y ( , Y ( NON-SHADED 2-STORY FOOTING. THIS FOUNDATION DESIGN IE INTENDED FOR ADDITIONAL AND 6PECIFIO Y C `Y ( FOOTING SIZE AND REINFORCING FOR LOTS WITH"EI"GREATER THAN INFORMATION NOT SHOUN HERE —� __-- _-- PER DETAIL SHT SDI. 20,LESS THAN OR EGIUAL TO 50 AND REFER TO MAN FDN.PLAN T __ _ _-------- —1----------------- ----- r I GRADE BEAM PER PLAN m `PI"LESS THAN OR EQUAL to 15. / - .. 1\ 4 (2)924 HARDY P I rr I Cp VAPOR BARRIER REQUIREMENTS: ( MIN E MIL. POLYETHYLENE VAPOR ( a —t I ) BARRIER APPLIED CONTINUOUSLY 1NIYH ` L•�'-O• I > ALL SEAMS LAPPED A MINIMUMP 6' AND SEALED WITH TAPE.ALL EN ER I ) RATIONS THROUGH THE"APO BARRIER ( I I MOISTURE INTRUSIONY 7EUPOR40RY GRADE ( O Li 13 ) STAKES SHALL NOT PENETRATE THE ( `y _______________, I I SD1 VAPOR BARRIER. ( / O U I I I , �Z Q Q w z I U U m I I I I L x m s�----r---- O _W zu WP Z I p L � W LLI p - --- OU W :� ')�I /Y :- L"8,_m„ 4 uj - I I L__, ❑ 14 3 I I BDI I G , 4 L------------ "h tD ------------� 1 I I \�/ I j :rNo`D66o6aI s m to r,Tl.CIV Il L I J 1 EOFCAI.\0 ,I I I T4)A4 RDY TOP 1 Bo TOM I L-- of PLAN 2750-D REVERSE I I I i; 4'_O.PART NNID PANEL EA.END III FD.te oa[ FND. PLAN - LOW "El" - _ _ ii i; , ii;; I /04 0 I -_-- - -_=- I I z FTHIS OR LOTS WTHE I'DESIGN 15 EN ED I�OR AD ITIONNO ANDSPECIFIC !LL--- -- ---- ------ II II I 1'-0"I D< 20,LE66 THAN DR EQUAL TO 50 AND LU 1ZFER TO MAN PDN.PLAN II PLAN 2750-A REVERSE Z "PI"LESS THAN OR EQUAL TO 15. 13 ; FND. PLAN - LOW "El" �;,_ z BDI I Revision: w �..�.._��..�.,.,...,..� I I SCALE:1/4" I,-0'' 91aHARDTPAIlFLe LL-------- ---_J Sheet No: \ -----M U 1-- S4-1.2R L•4'-6• DMZ !D � LU w 1L CBO NUMBER FRAMING NOTES: FRAMING LEGEND AND SYMBOLS COMPOSITE WOOD PRODUCTS. Lu iR LA JOIST:PFC-4354 GLULAM BEAMS-"GLB"OR"GLU-lAM' LOUISINNA PACIFIC:PFC-3754 W 1.REFER TO STRUCTURAL GENERAL NOTE SHEET AND DETAILS. FRAMING SPECIFIED AS'C'SERIES -JOIST BEAM TYPE SPECIIG1710N ALL LUMBER IS TO BE KILN DRED LY INDICATES SPAN AND DIRECTION OF BOISE CASCADE:PFC-4665 2.PROVIDE TOP PLATE SPLICE AT EXTERIOR WALLS AND INTERIOR ROOF JOISTS AND RAFTERS SHALL BE ONE OF THE FOLLWING: ANTHONY:PFC-5317 SIMPLY SUPPORTED 24F-V4 OF OF N SHEAR WALLS. ANTHONY ADI/40 CALVERT INC.:ENS/Y117 CANTILEVERED 24F-V8 DF/DF INDICATES SPAN AND DIRECTION OF BOISE CASCADE BCl/500 OPEN JOIST 2000 PFC-5725 CONTINUOUS OVER SUPPORTS 24F-V8 Df/DF TRUSSES AT 24'0\C TRUS JOIST TJI/210 OR 310 ALL NOWBEAR.�aa,NOr�SFIEAR WALL STD J.NAIL FOR S.P.N.TO BE 16d SHORT NAILS,3 1/4'x 0.131"DIA(BLACK) LOUISMNA PACIFIC LPI/20,32 OR 300 = o K OR LARGER REFER TO SHEAR WALL SCHEDULE FOR S.P.N.AT SHEAR WALLS. F TES SPAN AND DIRECTION OF NASCOR NJH ENGINEERED WOOD BENA-"EWB- WALLS MAY BE FRAMED WITH 21(4 STUDS AT 24"OIC cJ p J05TS EWB"DESIGN VALUES Fb m m 4.REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY CALLED FRAMING SPECIFIED AS*B"SERIES I-JOIST L E ROOF TRUSS NOTES: OUT OR NOTED ON THE PLANS. INDICATES SPAN AND DIRECTION OF SHALL BE ONE OF THE FOLLWING: BEAM WIDTH GREATER Y400 270 1.8 �W DECK JOISTS ANTHON'Y ADI/6o THAN a.fi' IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED(� 1.TRUSS MANUFACTURER TO DESIGN TRUSSES PER FRAMING PUNS 5.REFER 70 DETAIL 11/SD2 FOR NON-BEARING HEADER SCHEDULE. \ / INDICATES SPAN AND DIRECTION OF BOISE CASCADE BCl/600 BCI VERBAL-TAM LVL 2800 285 2.0 WITH THE FOLLOWING REQUIREMENTS: FINGER-JOINTED LUMBER. ALL FINGER-JOINTED LUMBER ac CEILING JOISTS TRUS JOIST TJI TJI PARALWA PSL 2900 290 2.0 A ALIGN ALL TOPS OF TRUSS CHORDS MUST BE "CER EXT JNTS" AND CONFORM WITH THE WWPA's - LOUISIANA PACIFIC LPI 36A LPI GANG-LAM LVL 2950 290 2.0 Z 6.REFER TO DETAIL 7/SD2 FOR SHEAR WALL FLOOR,AND ROOF SPECIFICATIONS. B.HEAD OUT FOR 30"x 3a"aTrlc ACCESS,WHEN occuRs. GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL a NASCOR NJU PREMIER PLUS GLB 3000 270 2.1 (�) INDICATES HEADER AND BEAM REFERENCE GLU-UM 30E-E2 3000 270 2.1 NOTE:NO HEAD OUT IS REQUIRED FOR A MAX.28'WIDE OPENING FINGER-JOINTED LUMBER IS TO BE STAMPED WITH u FOR STRUCTURAL CALCUU110NS. FRAMING SPECIFIED AS'A'SERIES I-joisr CALVERT GL 3000 3000 300 2.1 PROVIDED THE ROOF PLYWOOD HAS A SPAN RATING OF 32/16. Z ® SHALL BE ONE OF THE FOLLOWING: 2.0E ULTM LVL LID-SAWN LUMBER PRODUCT OF THE SAME SPECIES 3100 285 2.0 C,PROVIDE ADDITIONAL SUPPORT AT AIR HANDLER, CER EXT JNTS' AND MAY BE USED INTERCHANGEABLE WITH INDICATE$SHEAR WALL TYPE. REFER TO DETAIL I/SD2 ANTHONY ADI/80 ANTHONrRAU PaWER eEAM 3000 300 2.1 WHERE OCCURS, ANY SO Z BOISE CASCADE BCl/90O CALVERT GLB 2400 270 1.8 D.PROVIDE CONVENTIONAL FURRING AT INTERIOR AND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN (� U oc TRUS JOIST TJI/560 COFFERED cDuec AREAS,u.N.o. THE STRUCTURAL GENERAL NOTES AND CALCULATIONS. AN4 PACIFIC LPI/S6A _ w E.TRUSS HANGERS TO BE DESIGNED BY TRUSS Z LOUISI 'EWB'DESIGN VALUES Fb Fv E MANUFACTURER. F.PROVIDE SOLID BEARING AT MULTIPLE GIRDER BEAM WIDTH LESS THAN 2600 270 1.7 TRUSSES) Q7 W OR EQUAL TO 35' SPF IS TO BE USED FOR STUDS AND CRIPPLE WALLS ONLY. TJI TIMBERSTRAND LSL 2600 400 1.7 2.CONTRACTOR TO SUBMIT COPIES OF TRUSS PLANS TO ALL TOP PLATES AND SILL PLATES ARE TO BE DOUGLAS- W LPI GANG-LAM LVL 2650 285 1.9 BULDG.DEPT.AND SWUCT.ENGINEER FOR RENEW FIR-LARCH. ALL 3x MEMBERS OR LARGER ARE TO BE V L BCI VERSA-LAM LVL 2800 285 2.0 3.EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE DOUGLAS-FIR-LARCH. REFER TO FRAMING NOTES ON SHEET z NJ UL7RALAM LVL 2850 285 1.8 HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION SDI FOR FURTHER CLARIFICATION. Z TJI GANG LA PSL 2950 290 2.0 LPI GANG-UN LVL WOO 270 2.1 LOCATED WITHIN 2 FEET OF THE CENTER SPAN ON THE FACE OF Q� PREMIER PLUS GLB 3000 270 2.1 THE BOTTOM CHORD PER UBC 2321.4: •� K GLU-TAM 30E-E2 3000 270 2.1 c O WELD . 2750 285 1:1 A IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. WELD LVL 2750 285 1.8 B.THE DESIGN LOAD. Q) K PACIFIC WOODTECH LVL 2750 285 1.8 C.THE SPACING OF THE TRUSSES. MSTCbb PER TOP PLATE SPLICE O ;;� �v`` n �... :-" ^ ACT.9-ceb AT Ib' M. Cq EMIFIE g° UL4LL.T1'P. I'j1 D L `I Dom; J g ``z', o . Y CU -, `, 1 - Qu Y X AT 74' /c � 4 924 MAI®7 PAlgL � a, � w Wlly'4ET '4y -� � t � T+l 1-, 91L5A-ILEM CONT.31i" . 3 'x'J.jpp(1O) # T .......... ......-.... 4x8 ____. .. .....-_) 4 4x4 _ _ --- _ ".- ..-_-_ I - ---- - y - X L_ IO �, I W b'DHIEN. O-T I"r7 i � I G� N/ BOR �... 4 '� �cRr 3� P'✓Rr� ... 3 I� p f`. 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ALL CO Nnaa SLYL ff IGBD N'PRMED AN W MEW STRENGTH TO AST.ME CONDITION �' QUIFR OF THE RES A AGE N RESET S77®LS DIE ro THE LOW NAEWD. _ SPECIAL INSIRCTION OF 25 F FMWM SILL PRATE Pens,PROAE A'W'EAmIG PINE A �/��� SEE PLANS h7� I� ANCHOR RM&LATXMJ. ALL ANCHOR BOLTS N SP T SILL RATE 4. ODD LEO DEFLEMIMIS SELL E MR ro V& O AL7 TOE ¢ 2L AO.11E SAf FLOUT,D6f BONS NO-EwNO,PERPENDICULAR WMLS W m 5. CROISS BOUND AD/OR MKIC SALL E PBB'IIEO AND"M AS O CONDITION w WUM CFFS 1 1/2• 5'-Y LOG PROLKIE COUIME Raw,ON ELAN NO-EANNC.PDWDIMA MUD m AEOUOFLY BABEL ILL TRESSES. wo GRATER THAN Y-0'LUNG. BOX COLL Md PAD FOOTING 18 _ TYPICAL EXTERIOR FOOTING 13 _ MISPLACED HOEDOWN REPAR ISO_ HOEDOWN REPAR - EXTERIOR 4 _ < D CONIRICIOO SELL WEE MRDNG DEPIRIIETIf APPIIDAID TOTES RN O O1B 27.R IS SREATWLLY ICMPfIEE ro IQF 9RGRRR OIID(FNOA-.ONTEDT SE POOR m FUPDOM NSPECWX ND 11NOXAIWF Cp6TMMTOM RLNE m 1� e�C SAGA' ¢ NTH TH NL RYCUM FROD UADU MST E OU OF ADY ND WIFORI tIES:tMaS Ewa 9WL OIIFON 10 nE FPNMC PLNa FWF➢ARD Rr 1E MN lE wPA'I Ullm 1ACUOTS PmcmINS AND OLAJIIY WNTMIL FYU6Dt CE EEUID IRE PAYS 9MLL BEAR DULY SIONRN W 1RISS F1CFR-JOINTED LLAWE 5 ro E SOIPW MN'mt SO JKW No MAY ff ELSGI FIeREDI ND 9PIL RITE ED4 RITkMID N FIYAIEDI U MELD. ¢ usED NDAWIEW MN ANY STUD-SAA71 USER PRINCE W M SAME ADEQUATE FOR m lD SPECIES AND GAOLS PIPNE REFER m LUMBER SPBwIG7NN N RE SMICRIDL 7. ELFINAL TRUSS ORNIMS SHELL EWA PAIR U COIDTRU"M ''II RPND72 REPLACEMENT2),YFl2BB, CEIERN x016Of No.C06b69 to 2L ALL MTEMR xN-REAM NDM-SRN MEL mo WIL15 WY E PIPING MIN �` HT122,PHD2.RIDS, 4x POSE SE PALE 8 EARS 1RSS SIMIL ff LECKY DIVIDED,WAD OR POW NNE ':O;' TENCH I,SOAYAION-BALE(; 102A ND HD5A 7rE 0� N 2H S0D5 A M'A e PERMANENTLY AFFM TIE&W RE FODANG NFOMNIM LOG7FD TERN u•.Q 2 FEET OF THE CENTER CE TIE SPAN N TIE FINE E THE BOnUI OM C 2 TELL PER SOS REPORT QO 'MRYAIAF PER UK 2321.4E HOLDOWN A DORM U THE COMPANY WA AC MN6 THE BURS. 1•-6' I 1➢!DO gETERY i DETAL SHALL NOT BE LINNINNINNINNINNNINNINNINNIMI 1. M ASSIST N PROPER NAIL USAGE FOR TIE PROJECT ON OFFICE RQUNS B THE D61OI LOU USED CLOSER THAN 5' w usE W 9RWER'OR t2 OLUC MAYS. RUSE EFHR m DETAIL I/SD5. C. TIE SPACING OF THE INSSM - � 10'-0' '�, 10 END OF FINDOOR K 2 ALL FLOOR SEATWq RDF ND SEYt PANELS WNSTRUMm ISAO NO lENM1E BELDM' O MOODLOOR SRING.RO'SHEATHING PHIS SHELL H ASIDFD MU OMNN MAYS (���LA14�IATED Ll11MBEA 116E DINE s/e'b SIIPSMI'SEA' Plot(Sign MNDRYE AWL E INFO PDt MWIFNONwS IE.OLARIEMS.OREII'IH 91URf F1OXY INC117R W/ Date: 1 1/16/D4 O MAYS WT ff UAB xAYDIc SELL E POLL Ul1PIER 7]AN TNIf T}W-B-I W 1. ALL FARWADM AND WOBOW9N SHMWL CONFORM ro THE DAIENT DDM U = PAWN&T I'OO1N0$ FROM COLD JOINT DE WORII BEET DOE UwbS MEET 110I3NH N RE P,NS N ETAS. THE SFNDAD SPF FW M FOR STR CILAI GEED ANIMATED MAMAS FIR • ld YN.E R MILD Z J DOWELS AT 1B'0/C PER GL 8.0. scale: z (COAST REOONI UAIER N RE PIA CDNf WDBOEIIY NSOOTOM ND THE } RIPE tl FSK.Y LUAGER 11NN O. 3. WR GeS NET E EDIMSD RAIN A FUR RUB ATTACHMENT FOR NwAC OIMETFf DMM CE 1WHR CORTRLTDM O Wo M51FH 0>2O. -- PPE P,ASSNG THORN FDo1NG 2 REPORT}DR-529 N.T.S. U RYL000 SEAL wY15.FLOM SHERIC AN PONT SEARING 7 -- 2 Nl gLIED IAI/NTEU IEI®LS 9WL ff IIOIION FR COINNON 30F MRH I � 4. WAS ISIED IADU LCB.0.I 24Dt ARE NU NXPPTABIE i17kMAtlOf BSB O RDOL MSUOW(>ff WIfOAIIO ro lE PGEwi 94fAMTO6 W-A-]97-L 11g 3R-02 FN NL STRIA ARTRIm 1B 12, ND PIPE TO PA4 iHRU LEE OF THE ANCHORAGE /e Job No: 04-1319 z_ AND tAxMEWt®EAG THE PORTION OF FOOTING METHOD REWIRE A 5. ALL OILS YET E OMkSOOLLY IIVAF7LTIND. Ell NOTE /T3 L FeNI CE RE EIBFIa SELL E ID611WL/PPFIRAYE CWUE N G.WIDa -G--WID COMUNNCE MM THE SIMMONS IPPENMNU DRAW W THE A.I.T.C. O COMPACTED PILL I SPECIAL INSPECTION DO 3 4• Revision: W SHOP DRAWINGS 4. A CERUOAIE W ISPEECH011 FOR RON OIFAY DAY FROM N AIMED A �m FOOlN'� � 1. RE SHOP NMD AALERNS FMNI lE WOOS twOLc MLL E RLYwwID TESTING,ARBU SELL E SLIMED M AND AM"BY RE LOCAL MMNC HOEDOWN REPAIR - � e THE DUEEIN N NOIAE7A FROM LATER AM TRANEs PIE EDT EPAALDT ARE E THEM O TO PERT TO DECIOR ALL s D LW EARS TAP. EXT. FOOTING AT GARAGE 14 _ TRENCH DETAL � EXTERIOR Clki6 .M�O sheet No: w SHORT ff IwOPRY DDIIfkO m RE 6DEFNTM ff 11E MWDIO A INITIALLY FUNDED NKI ALYBIFD AS CO FUlIIG BIH RE SRICIIWL DEPARTMENT PER SDIM 230 OF lE LAC LC.N FOIM U LU6TR GROIN ORONS N RE EPM�E SPD6EO AND DRANNa Z aIrADR MN REM 9N1nNS GII-RAY EIM 9W1 E MIND X6/NKI SMIDND A1W7.1: SD ¢ 4.1 PRUDE FEUD I P10 MATH,MAAOAID'URIiHGA7DN U I6PATON' 0 IL w51UAD ND AXFPIm WITH A STOP FROM M GENERAL CONTRACTOR 4.3 SPRAY CAMPER MINOR MADE IF FTPOSfD. DZ N COeMIG TO TIE CO 61FIE DN DWUIEInS 4 INOAE CAMPER. w 5. ALL GLJ-AM NNE SELL WE A 9ND CDT MMR RUED ONA ONUS tit � a o o � Lu TOPpuTE � � o w •• • • • • • 1/8'STAGGER AT 2'EN. 5 1/4' •• • • ALL IN TOP PLATE TYR BEAN-SEE PUN NOICHED BEAM SHIM FOR MOTH AND FOR OR JOIST DEPTH CHALICES AS NL NAILS TO BE INSTALLED A MIN. - c� 0 FRPIAING PLATE PEDUIED OF 3/e'FROM EDGE OF PLYWOOD REFER TO DETAIL 19/SD2 FOR o AND EDGE OF FRM'G MEMBER STAGGERED NAIL INSTALLATXN. m m 5 < DRILL 1/2'OWL HOLE a DROPPED BEAM (SAES W/(16)Bd PROR ED NOTCHING EACH SIDE OF BEAM 2)16d FOR 6'DEEP SHEAR WALL SC'EDLLE STAGGERED NALNG DETAIL 19 _ TYPICAL NOTCH DETAIL � 14 _ ___i 1s' 6' HEADER:ADD(1)16e SW. FOAL s NIflER N.N 0 FOR EA ADO'L)' SILL _ p 0Z4 OUT_ 6 J/8'WOOD SD6ICTBAL PANG X/ 2< 210 14'UNC AT 4'O.C. Z IF NKf DDLMN GP ALT.STRAP LOCATION HEADER:SFE DOLT ed NAILS AT 6.O.C.AT DOGES Of- ( ) O LESS THAN 11/4' SIDE 1AT MIN LACII ROW OF NAILS PEWS FOR SIZE AND 1W O.C.AT TUR 2x 310 14'LOW AT 3'O.C. Z PROVIDE BACKER BLOCKING SIDE AT B'DEEP 2x STUD FA SIDE 4 3/B'WOOD STRUCTURAL RVIa N/ 0 hIO6T5 DBL 2x FRMG.AT BEAM:ADD(1)16d W/16d 0 12'OC PµaEL IN EDGE AND Od NNL.S AT 4'O.C.AT EDGES 40'O.C. (BVl2Q z 1 OPIEN'G,U.N.O. POST:SEE EA SIDE FOR EA TO POST OR STUDS FRNG MEMBER AND 12'O.C.AT FELD(BANE) •f� () � PLANS FOR SIZE L 2• { EDGE 3 3/8'WOOD STRUCIIBAL PANEL W/ 2x 400 14'TONG AT 2 R018 AT V! w I DBL FLOOR JST.OR BEAM: NG POST'. TRIMMER 12'Olt a or_ '� = Z ADD PLYWD.SHIM AS AN TUNS AT S O.C.AT WE) MLACIO SEE PLANS 4x POST. AND 12'O.C.AT Flab(BLUE) �, w L115 OR m HGIR.1YP.U.N.O. FOR TIGHT FIT 16d 0 12'OC 2 3/8'WOOD SIRUCTURIL PANE.W/ 2x ROD le TONG AT 2 D AT �' W BEAM CONNECTION AT GARAGE 1O AN NAIIs D.C.2'D.C.AT M AND 12' . AT Flab(BLUE) (�) � � U) POST OR MULTI. 1 7It SIRIKT.1 WOOD STRUCTURAL Jx ITNI 14'1pO AT 2 ROWS AT = TYP. FLOOR JOIST FRAMM 2x STUDS:SEE PANE W/10d AT 2'O.C.AT EIDFS 18' O.G L , AT OPENNG-1 BAY ONLY 15 _ PANS FOR SIZE 2x NNDOWA SILL INO 12 OG AT FT7D PNK (BACK) U (z)16d END A MOOD SIRl1CIlAML PANG 91WJL THEE THE RFQMREEEIOS OF STNIDARO N < 23-2 OR 23-3 THESE YND6/NE FOR DDU6IAS FlR-VA01 ND A STUD + • SPICING OF 18'o.c„OTHER LIMBER 6PFDIF$WY OFFER N SHEAR C+PIflIES. = OL BEAM:TOP 16' 16' 1/8'GAP MN. HOEDOWN PER PLAN .� O B ALL PANE.EDGES ro BE B�Km wmi 2 DR WDEt FRAMING MEMBER. ALL TOP w SPAN MAX SPAN FLUSH W/ STRAP C516 TAR SIDE, PUTS NNUNG ro BE IN 'u mRT L TOP ptA1E aaY 0[ + / HEADER SIZE (,,MAX-0'WALL ABTA) (10'-0'WALL AM FLR.FRMG. W/(16)8d EACH TYPICAL STUD WALL OPENNG � C.WHERE PANELS ARE APPLIED ro BOTH FACES D WALL AND NAE SP,ICIIO 6 SIDE OF BEAN SHEAR WALL NAL M LAYOUT 4 � LESS THAW F DARE PANG J06I5 91N1 TE OFFSET ro FALL IL PACRI To 5 , 5o 16, 2x4 FLAT J'-0• -- m'� ON NNEEACH PROVIDE JtJx FOUNDATION�AT ALL DOUBLE�D M \ BLMG d EN. 4x4 STD A BITER 6'-6' 4'-6' 7, / \ AEOUIAED D. ISILL PIATM FOR IDMI1GG AT AAIONNGPANEL EDGFSTYES AND 5fµAM WAS 1.PROVIDE MIDMMM MUMNIMUM Jx POST � O 4x6 OF 12 10'-0' 9'-6' ''''' E PROVIDE 2'x 27 x 3/6'SYEL PLATE WIVTEA AT FACN ANCJWN BOLT.FOR SFFAR WALL A \ \ 4x8 OF I2 12'-0• 12'-0' TYPES 3/AO 2, BOL75 HAVE BEII OESDtED FOR SOi DF DEN AU011.CIPACTF/ �VTIr ~ V A / / { 0 1�OC W/16d 'CS16'2x BIXG.OR 16' CS16'W/(16)8d F.ALL Ed AND 1M VIOLS I151ED N THEE ro$ WVLS FOAL o TO HDR.d SILL d S.P.N.ARE TO BE l6d SHORT NAILS,J-1�/B4TA'��x.I31 IIM(IOE Ot IARCFR. 2x FLAT BLN'G NMNG AT JI M AND SILL PLATE SHALL BE STAG R 91FM TYPES 3.2 AND I. OR 0 E 4'O WALL C,MIN.3Y HORPANTAL:ROOF AND FLOOR SHEATHING r 5'SO., 11 ORLPOSSTT:ADS 7YPKi11 BIOMI('G EA END OF HDR _ 0 NO BLOCKING { NOI�BEARNG HEADER SCHEDLLE,•I• PUNS FOR SQE o MAX.�NC J5 2 WDESCRIPTOOD D STNICTIOL PANEL,flI a4/Q NTIH Bd W8S AT OR E.N.REWIRED \ 9tN'G. 2•MIN to 2e ae. 6'ae.AT EOO6 AND BOMDNWF3,12 es.AT FpF61GJ2/ �' SLL 16� 73aNU AST Sac.l7 kDGES BOUIMV6E5,11o'ems.AT FF1D EXTt lib TNAI.LB a3/u' sIRUDnNA1 pANp,Tdc sFFAJNNc flI/0/m MN / 211 e.c. tOd NAILS U AT 6'oe,Q EDGES NB BOlWA1RD$18'ac.AT FIID 20 871DS: 2x4 STIR& 2TAS STILM / \ F400R 2J/32'WOOD SIRIW:Rg/�PANp,TdG 9EA7XNC flI 48 2!,TWIN � / \ / 24 ox. t0d WITS U AT 6 AT EDGES ND BOIMOAM 10'oa A FEED 01 (2)160 MIN EACH NOTES: e' W' SIDE AI ADD(1 1Id DBL SILL W/*DEEP A OR DIERIOR PER D��HIES 23µA-N Nam 73�-II-I6 116 9G�7HN RE II6 NNOY RAULY < MIN. MIN. EA SIDE FOR U 2x STUD FA SIDE CS16 TO LOWER SILL /CCEPFNTLE FOR ROOF SHFATHNG. w ADO'L 2'DEPTH W/16d 0 12'DC AT WINDOW CONDITION. EN AT ILT. K) 5 5/e• 5/8• s/s• �C516 COND. B FOR FLOOR S HNG WOOD SIRUCIIMAL PNia SHALL BE UTOERAYIENT NL1�5: MIN. NIN. MIN. TO POST OR STUDS -1/6'r Y r 1/4'r ALT,CS1 ONLY (BADE. ALL FiDOR SAFATNNG 9W1 BE CLUED TO FRAMING. 1.HOLES UP TO 5'SO.DO NOT REQUIRE BUCG AND E.N. MOLE WL IDLE MAY HOE Met IDLE.MAX STRAPPM DETAL LOCATION `-CS16 ALL (p�q� 2.HOLES FROM 5'So.ro 16'SO.REDUIE BUGS AND E.N. POST OR MULTI. C. N U�tlx NN S a F1(WF09EA N.2'1 SCREWS WY BE U9D. m 3.HOES LARGER RAN 16'SO.ARE NOT ALLOWED. ADO'SEE PLANS FDR SIZE SECTION'0- O' D.FOR ALL FLOOR SHEATHING PING a=9MLL NNE APPROVED TAG JOINTS OR SFNL _. 4.HOE SIZE INCLUDES THE LENGTH OF THE OVERCUi. BE SUPPORTED WTIH BIDCIOMS.NOT REDURED WHEN LDHIMEOIT CONCRETE 6 5.MAX.ACCUMULATED LENGTH OF OPENINGS SHALL NOT PL'CFD OVER SUWlOOR. � EXCEED 20 PERCENT OF THE WALL LENGTH. T/g' 1-1/B• 1-3/g' 2-1 w 6.OPENING MUST BE A MIN.B'ABOVE SOLE PATE OR MA1c MAx SHEAR WALL AND BELOW TOP PLATES AND FROM EDGE MEMBERS. 1 FLUSH BM. ...... ........................ SHEATHNC SCHEDL,LE _ 7.RECOMMEND CIRCULAR BORED HOLES OR RADIUS CORNER CUTS. O Z •ms ABOE HDR MULTI.2x SPUDS PER PUN F ALOWABLE CUTS ON STUDS ARE EXCEEDED,PROVIDE DO NOT NOTCH OR OPoLL MORE (3)Bd 7lTE NAILS OR PANT:SEE W/EN. SIMPSON H58 STUD SHOES AT EACH NOTCH OR MOLE 1FWI 3 CUNSECUTNE STUDS PLANS FOR SRE NOTCH PLYWOOD TO NAIL TO O ALLOWABLE SHEAR FULL HEIGHT POST HEIGHT STUD WALL PENETRATIONS .•.M� 16 _ DO NOT NOTCH OR U'LL BALLOON PER PEW.FULL HEIGHT MEMBER TOP�� it FRAMm STUDS OR STUDS ITVFR 10'-0' USE 16d MUST BE A MN.OF 3x AT TYPE BN:BOUNDARY "' J ~ �iITC,AT .. 1,2 A 3 WALLS. NNUNG " '+LS+ Q +i I W 18' MULTI.STUDS .. TRIMMER TO FAN PER PLAN v n W MAX PER PUN BE1DW'Nt4DOW FN:FIE1D / < ........ PER PUN,OMrt NNUNG Z p U O AT DOOR COND. L� Q EXISTING EDGE TUNING E�! LOWER EN:EDGE IBA'EDGE NAILING PER tNMEW EDGE PLAN s RETER ro DRAMNG ABOVE NAILING LLF z 3 1 PLYWOOD lJ1Y011T FOR C516 SGMPPING. RATERS OR RLICG.AT EDGE �/ N .: ., NO SIRAPPNG REWRFD AT NOTCHING OR JOISTS,M. JOINTS WHERE � W O gEWNG OF TOP PLATES AS SHOWN N301E NLb. OLT.RAG IS U ACCEPTABLE CS16 TYPICAL BEAM CONNECTIONS O_ WNDOW/DOOR STRAP DETAL 5 EEH CALLED AIL W. O W Z < AT AD C IN SRNS FOR ALL NOTCHINGOV OR DRILLING2 GREATER p[ D ABIO 2x PINFL EDGE THAN ABOVE,PROVIDE C516 32'TANG W/ LAGATIONS,IMP.FOR S ((16 Btl NAILS EACH SIDE OF NOTCH OR ALL STPAPPING NOTED EN.TIP. ZZ f/� DB�NAILS U.N.O.ON PLANS. IN DETALS OR PLANS. � V// •// v, O n, NEW STIA STUD CENTER SRUPS ON 2'-0'MIN.WIDTH LU NOTCHED/DRIUED HOLE O ON V W ONLY REQUIRED AT EDEtOR WALLS, OR TOP PLATE BREAK. PANEL TYPE 4 SHEAR w AND INTERIOR SHF1Jt WAI15. PANG ABOVE HDR CUNT. 2x4 13-W/ LS505 HALED TO NEW FROM HDR TO TOP Pi A.G.UFLUSH BFNA STUDS VERTICALLY PER TABLE DOUBLE TOP PLATES JOIST OR SOLID 16d 0 1Y DO In AT LOCATIONS WHERE TOP PLATES CONT.HEALER CS16 W/(16)Bd FA SIDE 1161 PER 1. RUN LONG DIMENSION RTO) OF PLYWOOD IEFS. TO ,10� W } SW TYPE L550's NE COMPLETELY NOTCHED PROVES BEAN TO PLATE 9 STAGG(POZPER BE TO)JOIST AND MMES. DUAL � � � HARDY H524 SAODIO AT TOP PLATE 'CS16'BOTH SIDES U.R.O. 2. STAGGER END JOINTS PLIES MINIMUM. (B) 6 16'`c ...... OF LA POST(4 TOTAL) 3. BOUNDARY CHORDS,TIES,Tµ�Y ID Dz NOTOW OR DRUM STLDS S TOP PLATES 12 Q Q 4 12'c/c _ SHIM POST OR HDR. FOR ON DRAWINGS. xna� ,•,•,,•,• •, AS REUD.OMIT AT SHEAR 16' 16' d 3 8'o c MAX,HARDY d STRONG WALL � 4. SEE BANS FOR NAILING. _ < DISTANCE 2 S. o/c CONDITION. 6.ALL GISTS AND SFALL S NRAFTERS 6HALL HE IA®OUT � ~ DO ND SDCH NAIL N 1 5'o/c EN. IN A 4'-O'MODULE TO COINCIDE WITH PLYWOOD. Q JOIST SRE MAX.NOTCH MAX NOroH YA)L 5� 7. USE TON WE-AND-GROOVE PLYWOOD AT FLOORS 'V SRBS WIDTH:D 3 DEPTH:D 6 HOLE:D 4x TRIMMER 164 12'OC SINGLE STUDS, RALTE2fOR !n p[ UNLESS NOTED OTHERBSE. REPAN 10 BE USED AT OVER-111 OF SHEAR WALL TYPES 6 AND 4 2x6 1-3 4' 7 8' 1-3 4' SHEAR MCA(,HARDY,SIRONG WALL 0 MULTIPLE STUDS DBL STUDS, 8. SEE DETAIL'B'FOR FRAMING WHERE PLYWOOD J06f < OR AT MISSING 3c MEMBERS AT SHEAR WALL TYPE 3,2,AND 1. 2xe 2-3 1-1 2-3/8' OR PLYWD SHEAR PANEL PER PLAN OR POST: JOINTS ARE OFFSET DUE TO RARER OR JOIST �\ 2x10 3 1-1 2' 3' SEE PLANS DET) lam) Q OfE55/N < AT PLYWD.SEAR PANEL LAP SPLICES. QR a < SHEAR WALL ADJOINING 2.12 3-3/4' 1-7 8• 3-3 a PLATES TO HDR.,7KING iZ �4. ��D.Lpr�t, z PANEL EDGE NALNG REPI 17 204 4-3 8• 2-1 4-3/5' PLATES d END KING STUD N ALP S < GARAGE HEADER CONNECTION 8 PLYWOOD DIAPHRAGM DETAIL 2 NPc6soas m N NE... - 1/3 SPAN 1/3 SPAN 1/3 SPAN InaM. �� *- bp,.6/06 * � NOTCHES AND NO NOTCHES NOTCHES AND sr clyl� ��P � HOLES ALLOWED HOLES ALLOWED 4x4 POST W/ 2x STUD WALL CS16 W/(16)Bd EA SIDE NOTE:TOP-PLATE C818:35'LONG STRAP W/(16) �'e of Cn'IF�R N HOLDO'AI BaON BEAM TO PLATE MUSE ND DE Bd'r EACH SIDE OF PLATE BREAIC p/4 D/J p/e U.N.O. YA'EREAPPED INSTALL CS16'.ON TOP OR SIDE Lu MIN.2' OF'UPPER'TOP PLATE ONLY,NOT 4x BLOCKING / D3 O * p ALT.STRAP LOCATION 8' 16' DROP BEAM 'TOWER'FRAMING PUTS zz C516 W/(2)80's AT 4'o/c / pA p/g MIN.2• D/3 ci PL. SHEAR WALL EN. TOP PLATE TO BEAM 1BIWR1,SPLIOES L=48' CURETS pCCUR9-SEE F71N5 18' 18' Date: 11/16/04 O TYP.AT PETS. 4-0 Plot/Sign ?<W/tfid NAILS 0 6'OC 16' 32' TO 4x POST.U.N.O. PLAN yEyy (2)MESA 6'DEEP Scale: BEAM-ADDD(1)18d N.T.S. Z ...... 46 POST W/ 2x STUD WALL FOR E16 ADDT SINGLE STUDS. ALT.SUMP pC NOTES HODOWN BE-ON YIN OEPfH OBL STUDS.OR LOCATION W 1. HOLES MAYBE GRILLED IN ANY 1/3 SPAN.HOLES MUST BE A MIN.12'FROM ANY NOTCH. POST:SEEPLANS (2)iBd FA SIDE OF Job No: 04-1319 z_ 2. D NOT NOTCH BOTH TOP AND BOTRW SURFACES WITHIN THE SANE 1/3 SPAT. PULE SPUD 'U 3. MAX ALLOWED IS A COMBINATION OF TWO NOTCHES MID/OR HOLES PER 1/3 SPAN. 16d O 12'OC II 4. THIS DETAIL Doh NOT APPLY TO NOTCHES AND HOLES IN STRUCTURAL BEAMS,THEY -SHEAR WALL STUD OR MUILIION Revision: W MUST BE SPECIFICALLY DETNLID. WHERE OCCUPLYWOOD HRS EAR WISES PUNS ALL E.N.lO 4x6 POSE AS OCCURS &W FA SDE J - 5. NOTCHES AND HOLES ARE NOT ALLOWED IN CATILEVERED JOISTS. �II 6. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR HOLES N MANUFACTURER'S T '1` Sheet No: WOIST.DO NOT NOTCH IJOIST. PLAN!�W SDE VIEW U 7. REFER 1D DETAIL 9/SD4 FOR'SOILED JOIST' B. PER UBC 2320.8.3 AID NOS 4.4.3 TYR SHEAR WALL TYPICAL PLATE SPLICE AT ALL SD2 < STEPPED TOP PLATE CONNECTION 18 _ NOTCH®OR DRUM CONVENTIONAL JOISTS 0 13 _ @ NTERSECTTON O DRAG STRAP TO BEAM CONNECTION 6 EXT. WALLS & WT. SHEAR WALLS n 3 _ o TIO W d a o FIR 18Lu 800 PLF ID•D. \ y """ON RAM EN.�. OPIG TRUSS W/LTP4 DUNE 1!m- 0 Jz'LENGTH TOP q m P�9E_y TM om9E uNGlx aE rpu ACNI O TT81SS y RATER UNA.ON PUNS 12•NN LAP W/ ALT.DWG TRUSS = 9 164 0 H8'UC MT05 W/ LD ' rtnom mff sEAIIWa LTP4 OR A35 _ Qz R.TYP. AT SIDE OR BOTTOM a (2�ROWS A�L6 TER l �1 1N TALL ENOUGH!TO NAI.NOTE$BIN'6 MUST E OF TRUSS ro TOP P L mG7Nx OF o m '> . II TO Tm BOTTOM DR OFFSET UP TO 10' TN•K�� Co ¢ AT 24'o/c _____ 1PthS EWE wluc U' DA 1W. LIP4 0 32'O.C. UN.O. aa 3 ODOOlC SIINL K CALF.FSIG. 21 COAL MT IEIMR W/All 7MUFTr SS AT ALL SAYS rtlZ 0�[ b,BLw W/ SHEAR WALL _ p WAIL,AS OCCURS F ,•� 0 48�OC,U.NO. AS OCCURS 16E LCA OR LTPB N Um 21 BllfG W/L550'S II 21 FULL DFYIN BUfG Z 1 BO LTP4 O Jz'O.C.,AND m j Ia'-PULE AT OFFSET COp11011 ; ME ISSO aR LTPW N ILL 16de a 3'O.C.CAN BE ./E.N.AT INTERIOR Um D LTP4 WHEIM E.W EN.TYP. 7G RN! U9D FOR TYPE 6 0 4 SWAB BOWLS DGAP F Ass OR LTP4'S NNERE .�PFRtlUIEN.01 ON 816E OPTIONAL 9FAA WALL Z , ��1/1' ILL HI TRUSS m PUTS f^ IXOEDS I/4' cONIDRDN./LTP4,. V J 4J 9IEi9t WAIL WHERE DEPTH OF AT 4IC o/c(U.NO.) Lu AS OCCURS = _ w/ ROOF CONNECTION 17 _ TRUSS W/HNG zx 9DareG LL TRUSSES PARALLEL TO 12 REFER TO L BELOW FINISH FRS ...� z TRUSS TO RAFTER CONNECTION O CALIFORNIA FRAMING .� 1Z — BY TRUSS MFTL 6a 0 1z'a ro WT. SHEAR WALL n..O �. w TO GIRDER TRUSS GIRD-12*O NIDIE AT N3FUM TiM168 VERRDLU�L'RMONGONG OF AT DPIIOIIAL; ul J V S_ > R.TYP. OSB/PLYIm BIN'G PIES:MATCH TYPE FOR E%POSD RAFTER Z N U OF SHEAR PAIL BLO.LAO.&KG PANELS ed 0 C OC TAIL CONYIXK LOGE NNUNG TRUSS AND TAL WITH MATCHED BPACNO SWLL DTTDID ENTIRE If114TN D U.R0. REFER m OETNL 15 w 5 TOLL U.N.O.,ALT.TNdS SIN$PAELS -1 2e IFftlMlt./(2)W11!i LAP AND SPIE 2.OR 3. CALF.FAYC. PER PLANAG O = the IYWS a T'o/a Snm DPOSm TAILS TO EACH EN.TYP. 2,FRMG,AT TRUSS.(DEEP SEAT CUT ._.. RRNEIFR OF R.TYP. '. PER PIA!FLOOR JORSTTRUSS PER PUN 2x FREEZE 6)16d's MN. TALE.�'�Dom) TRUSS BAY TRUSS MAAF.9*1 DESIGN (�IB4 MDO( 3/4'GAP AT L BLDCNING BLOCKING TRUSS WITH ND OVER-HANG UNA.OI PLANS TRUSS SPACING D TRUSS AND POPg1T E.N. TAIL SLALL MATCH. FPoIG.LS SAID m IFDGR COOTION NC 7x BU('C Qu H2S 0 48'OC. NON-BEARI �I STHER BOARD OCCUE ENTIRE LENGTH OF WALL BEAN AS OCGIWE ALL APA RA: E (WHERE OCC.M) EN. 2w DDCDNC W/A75 J/8'MA BATm PANEL 2x BI1CC W/(J)I Bd 2 (2)IBd/RAT7R 0 48'OC,SHINE LENGTH LEE L550 OR LiPB IN UEU ?Y ON'G W/LTP4' L STUDS B4 0 6'OC R. PER BIDO(Uxo. (7 OF A351 OR LTP45 WHDE 0 18'OC A E7Q'!(119D 7NL5./YAR 24' OR TAI15S R.SHEAR m UIDGR OF WAIL.U.NO.ON PLANS _ e 24'Nc m 7D Bd 0 12'OC R. ON RALE PER PLAN o/c SAPIRG AND(5)I64 CAP FTRCFED6 1/4' PUT[U.N.O. UN.O.ON PLAN NU RANGER END NAILS AT HEAD-OUR - CUP SASS 3/4' TRUSS BLOODING AT DRAG TFMJ89 W PANELS N/4'WIDE OF LENGTH LTP4 mGTDN W USE IS50 OR LIPIT N LIEU AT NON-BFAPoNo suPm 1x O G./ROOF OSB/Rttm SmPs W/SAME N.AS BUKG PANELS d Ass OR LTP4S ME3E REDD.ON RAM b STUDS LTP4'e AT PLAN TOP PLATES w/ ER AID As AT 24•o/c L LEDC41tt W/(7)164 E1RI155 CDIIDS O RIF]E.. GAP E710Em5 1/{• 0 TOG TYP. (q 32•o/,UxO. SWAN EH PER STUD RUN SHEAR SHEAR� eA PANEL COAT.BEHIND LS OCCURS W PER a LEDGER CALIF. FRAMING AT DRAG TRUSS 8 _ SHEAR TRANSFER 4 _ ROD RAFTER W/(3)l6d 2x MUDS 0 16'DC. �q 'L' 24'RJAx, '2xL' TOE MAIL ro LEDGER USE PLYWOOD LID 18 _ WS'HGIL FOR SPANS DYR B'-0' SIHFAA PANEL PER PLAN. WOOD TRUSS,W. ose/PLYWOOD W ALT:TRUSS w/UHUMFA e PER TRUSS MANUFACTURER MNG PANELS/ 4 Bd OB'OC w LOW ROOF FRAhM PE RPF?DICL R TO WALL AT H3 L 9Dq(�NGE I.N. 2.BIKG r/(3)16d'a K AT ADD N TRUSSES G TRU IN.TYR-_ D IDEIED TOP DI STIFFER OUR E.N. AT EACH SIDE EN.TV. .._... � (WHERE OCCURS) H25 0 46'OC. W f7IFYSm TAILS./MAX 24' LEDGER m SAID 2.EIDCKNG w/ TAU55 o/c SPACNG AND(5)15d ER RISE LENGTH OF WALL I N 0 8'OCR - G7IDER 7ME5 END NAELS AT HEAD-RAT ro GIRDER TOP CHORD _i BLOCOIG ALT.LTP4'5 0 24'O/C Lu STMPSOI GEN OBL TOP RATE BIkC W 7P41 IAIES 7M155 R.SIFM ro LEDGER PLYWOOD BmR WENT DL'DNG 18)Bd NWH n 0 488''CRC.WOF WHE S W/(3)IN N/ ER z OCCURS � SHAPED L BU(C./RODE iR155 TOP aDlro (( 0 z4'OC m TDP TO'PU16./ EN.A7ID ATS AT 24'o% \ PAf7R W/R)Bd a 4'OC 10 RAZE RATE.U.N.G.I PPERN01.NE PANE HOUSE U.N.D.ON PLAN /Y N SHEAR EUI. TRUSS TOP CHORD 2x STJD5 0 16'OC.TYP. TRUSS RANT.3 TRUSS BAYS J/4'GIP AT SAP WAIL 1.1. m UEU PER a PAST WAIL U.N.O. 1 USE IS30 OR LTPG N UmUSE LW IN UEU ON PLANS �.OF As's OR LIP4'5 WIEAE C+ O As OR-4 WHETS LS�� O U GIP SKIDS 3/4" GP D ICFFD6 1/4' GIP emm 1 4 Z a) LL ¢ SF 2x STUD,W/(7)1fid AT NON-BEAFING /• vW' J ¢ PER SAD.AlM SFEAR SHEAR PANEL AS OCCURS CONDITION EXPOSED RAFTER COrDIT10N 15 — P RLDN.BEHIND �. �AR TRANSFER O � AR TO M.ION AT W LL S O TYP. ROOF TO EXTERIOR WALL O_ V O U °L FLOOR SHEATHING ,.wr. LOW ROOF FRAMM PARALLEL TO WALL AT&W ¢ FLOOR J06T PER BEAF,C PLAN.BONG FROM WALL BOTTOM ON1RD OF _�� LLi < J~ X o DOUBLE FLOORGIRDER TRUSS.PLAN. ` F- W O JOIST�. ROOF 9fTU i BOUD 2.BU('C EN SIxIDDL TRUSS FRAMING mmu 19 _ o AIgW L ROOF EN. LOAD PER PLAN led.PDR 9 OL/(e �END I6d (3)IN/ELM O W r z z 1 H23 0 4W O:. ROOF EH LOW ROOF ,_STUD TO LEDGER ENURE LENGTH BDCKNG AT TRUSS W O 'I D WAIL ro BE PROVIDED BY RDDF TRUSS O N TRUSS MANUF. U W w a�Fwuu DEPTH ax'c w/ (1)L550 El /IGd e.4�a%L I i EDGER wniFHCIH 0 48 �a WN�i. USE 1560 N NFU ai W }¢' -- 01R MrFERSCREWS GF FA LEDGER WALL (J)16d �FINGER AS S 1/E4RE Y 3 / JAM(TRUSSES I ROA TRUSS ORDER TA ` I 4r SAID AND 16d 0 4'O/C / m BIIPG. xL ET BALK N SEAR WALL ¢ IONCR �IONGR LAG SCREWS PERPENDICULAR 10 WAIL REFTR �OFA�AT INSIDE ARCH.PLANS AS OCCURS 21 STUDS 0 1C OC. � . TO DETAILS ABOVE FOR ADDi INFORMATION. SHEAR TRANSFER AT DUTCH HP 1O TYPICAL TRUSS RDCf BLOCKING G U ¢ TOP m-co NW m� FLOOR LOW ROOF FRAMM AT W MOE2 BOTTOM OF 7MU55 OR ¢ FLOOR,IDEA BOYOND PER PLAN. FTDOR JOIST PER RAN 1-1/4'SPACE AT fR0 ESSNaN ¢ ' TO gt�FLOOR JOIST NA`vACy1d coy4Fs < FLOOR JOIST FRAMNG � 20 _ 1.4 RATE (3)Bd/FINGER _ m Na c66069 m n LAG SCREWS ROOF E.N. /.DDTC GP A OVER 2K4 PLATE ALTRUSS:USE 0'U CS16 SNAPS *OTTO "-JExP,6/O6 * 1z LOW H25 a 4B'M 49 a[cAT ALL TRUSS,SEE RAM IN LIEU OF32'AND RJWFLY EN,TYR TRUSS 1 CI v Iv ?�P e TOP NEW-MDDI ROOF STUD m LEDGER NON-IAFUAfwBNO INT.WALLS 2x4 W�LS ANGLE STRAP �rF OF LA11f00. N RIE L LENGTH AT 16-o/o(UN.OJ OF WALL 214 FIAT OR BUCG OMIT 2x4 S'IN F DBL TRUSS (1)ITGS AT 2x4(ALT:A15/A15) L] A9LS0 � 16• OCCURS UNLESS DFFgT (2)H25 AT 4.4(ALT.A45/As) F R.SHEEN?TO UDCR2,FLAT FNGR--r BRACE INSTALLED ARCH.BEAN PER PLAN W/(2)I64 G END AT MAX 50.BEYIE NOTCH TOP CHORD m TOP COD OF TRUSS O FLOOR OF 1R163 OR TOPI-I SPKE AT �pE W/ PRDADE AT MD SPAN Plot/Sign 1 1�16�04 O 2c STUDS 0 16'O:71P. FLOOR JOIST PER PLAN TOP RATE m ADD 214x4'-0'LONG SCAR OF TRUSS FOR G/&F BOTTOM TRIM UP4 0 48'OC Dote: I flllll OR FLOOR JOIST m�.C� TO PUTS UN.D. END M.UP m Z I PRO W/2 ROWS 16a EMIR IFMIH FOR GRE DD NT. -- (1)1/2'dm UG INTO P AT 6 OC AS NEEDED Oi TNIS SP I111c GREATER THAN 5'-6', Scale: N.T.S. Z ./5'DBmIE7TT INTO POST ROOF FRAMING PARALLEL OR PERPENDICULAR ro WAIL REFER Ix1 RATE FOA90011 THIRD AOF TRUSS TO ABOVE FOR AOM DWL ARCH P09 PLAN LLI INFORMATION. W NOTED ON RAM,RUN SHFM 214 RATE USE LS5D OR LIPS N LIEU SPA FOR BRACE UP m 8'-0' K A34 AT 20 LOW USE M.FOR BRACE GREATER PANEL FT1011 SCE RAF m W BIG CAT LP� 2H 5 72'C516 5@M.UxO. WIDE 1 Al4 AAT T 4x4 RtW -0ED LONG 2 2H w C Job No: 04-1319 Lu Z_ LOW ROD. NOM M.WAILS AT 161 o/c(UNA.) OCEDS 1/4' (I o�A�c USE() / C� LOWFRDI ROOF FRAMM AT NO 6W. Revision: W MERIOR NOWBEARNG TYR GABLE END D POST-BEAM-CORBEL CONNECTION s 1C7 _ TYP. LOW ROOF SHEAR TRANSFER 13 _ WALLCLP 11 _ DRAG TRUSS CONNECTION O ROOF TO EXTERIOR WALL TKO Sheet No: SD3 a w w v a Ci 0 0 ar W tti PLATE W/1 0 6d - 0 16'OC AT SHEAR WALL PROVIDE 2x PLATE W/16d = S.P.N.PER PLAN 0 STAGGER. EN.TYP. 0 8'D.C.,U.N.O. _ o O� ADD 20 FLAT&JCG. EN. U o - FULL LENGTH OF SEEM m m < FL OM.OR DBL. WALL ABOVE FOR �. JOSf PER PLAN 71SHEAR WALL LYRES 3!2 YIN 1 1/4'SOLID&1(C,L Thy TIW HANGER AT UPPER FUN qt 2x MILLED BJ(G. < CUT STRINGER FOR NOTE:hOST BJ(G o - 11N a �(T2T'p0T 1x4 FIAT COI. 15d S.P.N. UPSTAIRS SHEAR WALL W/ Z oZ ALTERNATENR 2W RUN"OF S P N. 0 S AGGERED SPN 0 1 B'0/C E.N.TO SDLE-PLATE U a AT 2 0/C U.N.O.ON PLANS AT SINGLE CS16,RUN TO PoY POSE IF��� TO RIY JOIST ONLY x HOIDOWN POST, I550'S PER TABLE BLW. HOLDOWN POST PPoNDE 3 1/2'OR 4'FULL DEPTH AT SILENT a- V J V IpLDgWT POSE _ BLK'G..FOR SHEAR WALL 1 2nd FLAIR SHFAA WA11 w FLUSH 1-1/404 STRINGERS n LEDGER W/ AT UPPER FLOOR MIN 1 1/4'RN JOIST,2. i (5)16d's PER STU fKKOCWW BEAU WHERE OR MILLED 2z RIY W/ Z AT IwJ1 COIOITIOM. IIOlDOYM SIRUP. OCWRS LTPVS 0 32'0 C FOR LTP4 0 32'O.C.UN.O. �5 W 2x PLATE W/16d 0 T6-OC / LUS NOR TO BEAT,U.N.O.ON PUNS UJ LR LENGTH OF WALL DRIRE WALL — ff ALP.A35 EACH SIDE a A00 MIN.7W0 NNIS TO 2x STUDS 0 167 OC,TIP. NDTE MOIST RIM J L EN.TYP. FDNL NUMBER NOT ACCEPTABLE W PoY ONLY STRAPS TOP n DOWNSTAIRS SIFM WALL Z U (3)1-1 AT SIMIgAS: AND BOTTOM CONT,RIM JgSf 2'-0'PAST 6 166*o c ,-1 Q < NOTE:LTP4'S MAY BE N < 4 MKX JOIST OMLY. OMITTED ONLY ABOVE S (4)1-1/4x14'STRINGERS: POST EOI.NL NUMBER EN. 3 8'o c IS CONTINUED ro NAL it •� i YA%.SPAN B'0' OK ro OIR STRAP SHORT E�GI SKIP 4 12'o c SHEAR WALLS E SHEAR STRAPS TOP AND SOLID Jdsf PROVIDE 2 B'o% To Fum JOISIT.SW NE ro DOWNSTAIRS HEADER BOTTOM 3 1/2'OR 4'FULL DEPTH 1 5'o% 'UPPER'TOP-PLATE AND O BFiWI PER PITH SE PUJS MEMBER ENTIRE SHEAR WALL E.N.SHEAR TO THIS PLATE O6 W/FLOOR FN. DROP BEAM PER HODOWN POST. LENGTH FOR SHEAR WALL TYPE 1 2.PLATE WI 16d 0 8-OC N ADDITION TO TWO ROWS O PLAN AT UPPER FLOOR U.N.O. EN.TO PoM JOST ON TLti EN.TYP. 7 1-i/4'x14'STRINGERS ENTIRE LENGTH HO DOWN G PRIDADE 4'PLYWOOD FURRING YIN 1 1/4'RN JOIST,2x O PROMDE 4*PLYWOOD FURRINADD 2x4 FLAT BLWG Lu STRAP WHEN INSTALLED N4R OR 2x MUD JOIST. FULL LENGTH OF ~ l7 ENTIRE LFNGIH OF HONOWN SHEAR WILL ABOVE FOR � TYPICAL NTE3ilOR WALL � SNEAK PANEL auR AT BDnau STRIP WHEN INSTALLED OVFIi NOTE:I-JOIST PoM SHEAR WALL HYPES 3 NE 2 } PARAI I Ell TO JOISTS AND EACIM OF AT SHEAR PANEL NOT AT UPPER FLOOR L nnoao GowNsraRs SHUT WALL yQg c� MUM BY.OR DBL NOTE:LTP4'S MAY BE PLYWO.SPLICE§ ' JOEf,PER PLAN AL.T.2x LENDER W/ OMITTED ONLY ABOVE DIRWGE OF SKr m POST:SEE DIMS SHEAR WALLS E SHEAR DIRECTION ro OCCUR I,,1. RA SPoD LL5 HGR IS CONTINUED TO NAIUNG AT CLOF JOIST UPSTAIRS EXTERIOR SHEAR AT WALL CONDITION. ALT.-A35 EACH SIDE TO RIM JOIST.SOP A WALL WITH TWO ROT.N S.PN.O TV O.C. LANE TO DOWNSTAIRS LTP4'S 0 32-O/C U.N.O. DIRECTLY TO RIM MIST, RN JOST ONLY t JOIST n.P. HOEDOWN POST (2)MSY20S OMR 'UPPER'TOP-PLATE AND FOR ENTIRE WALL LDWTH SIEM PANEL MUS Cp MOIST OR 2x BLK'G.FOR SNgE C516 COMOBON. E.N.SHEAR TO THIS PLATE CONTINUE TO RIM EN.TYP. EXTENT DA Sw FIOIm SIRUP. IN ADDIOOM ro TWO ROWS (NO EXCEPOON) BEYOND WALL E.N.TO RIM JOIST X 1-1 4'x14 SOEHEILS b �M�,n G / 'k w i :� 1/2'x 3'PLTWD.WED , PER PUN I�i_ ii SIFFFNER FA SIDE HER BEINNDBLKG W/(2)Bd 2x PLATE W/16d OIsf TTP. mOK TO CUT NAILS 0 I-JOST. 0 16-0/C U.N.. ADD 2x4 MT Ol1CG NS�48'U.N.O. STRAP SHORT L FULL DEPTH&DCKIRO FULL LENGTH OF . T 3 P.T PU W�HLR D572 OUT IF JOIST IlE PERP. 51iFAR WNLABOVEFOR OOWNSfaRS SHEY EST SOT PNS W TO pE,LM AT SI GL YCS16,RUN TO RIM SOLID,Of PROVIDE .1 1 4'PoM /Gc� C516 STRAP L 3 1/2'OR-4-F1AL DEPTH SHEAR WALL LYRES J t 2 NOTE LTP4'S IWY /PROVIDEE(ANT]AtS AT FDLW SOLID&N'G. W/pd EVERT GTHER HOLE FRDDR JOIST LUSH BY PERRY Jgsf OR BY NEARER FNIIRE SIFAR WALL AT UPPER FlDgt OMITiFD ONLY/RIST,2x L YU0D RATE AT FM.H SIRINGEA (16-Bd TO 1'OP PULE,MIN.) PER PLAN LENGTH FOR SHEVt WALL SHEAR WAILS IFRIM W/L1P4 0 32'QC. LENGTH OF STRAP TO BE TYPE 1 AT UPPER FIDOR H,W OR SOLID IS CONTNUED ro .O.FOR ENTER WALL 48'.U.N.O.ON PLANS PROVDE 2.FULL DEPTH BIDBOIG CONE,TO BOTTOM OF BLOCKING AT 48'o/c TO PoM JOIST.SNAP A �+ .M. .. d. \ JOST 0(2)CS16'c UNE TO DOWNSTAIRS NOTE:H-JLISf pB W . .a• POM 16'MIN. R WHEN J�P ARE E.N. *TOP-PLATE AND STEM 7D 7H5 PULE NOT/CCEPUBE,1YP. Q ~' - ' NOTE:AT(2)CS16'S USE RARMlF1 TO FISH BEAM 3 1�2'WIDE I-IOSf AT h10ET5 PROVDE RADARS A'PLIYADD FUEDO IN ADDITION ro TYAT ROWS Z OR 4.FULL DEPTH BLK'G AT I-JOISTS PROVIDE 5/8'PLYA'DOD SHM W/ ENTIRE LENGTH OF HOIDOMN E.N.TO PoN,M)6T M o� E(2)C516'S ME NOTED ON PLANS. PLYWOOD SHIM W/ (4)16d ro JOIST:FIT SIRUP WHEN INSTALLED OVER PROVE 4'PLYWOOD FUPoENG (4)16e ro JOIST:FIT ) 7 ENTIRE LENGTH OF HOLM TIGHT AGAINST BOTTOM TIGHT AGARS BOTTOM SHEAR PANEL DIN AlT JUIIDM DOWNSTAIRS SHEAR WALL MIN 1 1/4'PoM JOIST,2x STAR ERRING _ roo _ SIRUP WHEN tNSTALLID OVER OF TOP FLANGE AT I-Jost 1 9 DRAG CONNECTION OR 2x TILLED JOIST W/OF TOP FLANGE AT hI01ST OF MAW TOTE:LTP4'S MAY BE < SHEAR PANEL OUR AT BOTTOM AM ADO SOLID BACKER AfSO Sg1D 8AL.1fFA SHEAR ONLY ABOVE SHEAR LENGTH 0 W O.C.EMIRS BIDgOO AT DBL J015E. SHEAR WALLS O NAILING LENGTH OF WAIL U.N.O. UPSTAIRS EXWO TIRO SHEAR - AND BACKSIDE OF BEM &DCNNC AT OBL J01515. IS CONTINUED ro WALLING NOTE WOEf PoM WALL WITH TWO TONS EN. J 1: LINE PoM JOIST.SNAP A NOT ACCEPVIAE DIRECTLY 7D RIM JOIST, Q C� < 'UP TO DOWNSTATE 2x ENDS O 16'OCjl� SHEAR PANEL PoN Q U L K MUDOON POST UPPER'LOP-RAE AND EN.SHEAR ro THIS PLATE U < (2)CSts,MSIC66, HIX➢DWAI STRAP IN ADDITION TO TWD ROWS (NO IXCFPIgN) Z O v � CYSTI2,CIISFl4 J�OR FL-ON PROVIDE EN.TO PoM JOIST < AT I-,1OISTS IKN110IM Post RR PLAT 5/e'PL.YMOOD sH m w/ TYP. JOIST TO NT. WALL 3 Ed TO JOIST:FIT _ (()) Q Q < EN.TYP. 2x PLATE W/(1)16d PER JS. (41IYIT ACA16T BOTTOM (3)16dTFA 2x JDEf OISf pt rrrrr+` W cn AT SEAR IAL PROVIDE HOIDOAN SIRUP' L OF TOP FIANCE AT I-MST 1 L,L FLOOR E. r/ S.P.N.PER PLAN. ,,,4. AM ADD SOLID BICKER U 2x FLAT Bll('G BIDCIOTG AT DEL JOISTS. H w0 U BF3I1W 1TPE 8 k 4 D,qSf ADD MIN.Two NAILS 1O YIN 1 1 4'RIM Z HELM WALL AND STRIP A CENTER OF JOIST,2x OR MI W Z o<C 4z MT BLI('G RIM ONLY JOIST BEYOND 2x RIM W/L1P4 rn r/�SHEAR WALLS 2x PLATE W/16d U.N.O.FOR SNODOWNSTAIRS SHEAR WALL V/ Y/ Zv AT TYPE 3,2 k I AT 8'OC 10 BEAM, LENGTHNOTE L1P4'S WY BE MAXIMUM PFNETPATgN PROMDE 4!PLIVIODID RAINING U.N.O.ON PLANS NOTE:WOST PoONOOD ONLY ABU'E O Lu EAR WALLS IF SHEAR PER I IST MWUF. JOIST WRAP AA(IINO AT NEEDED ENBE LENGTH Of m N TOUCH PLATE NOT ICCEPTMIEE CONTINUED TO NAIL ~ RECOMMENDATIONS S ISTALED OVER TO PoY JOIST.SNAP A U) AS OCCURS LINE TO DOWNSTAIRS Lu JOISTMOIST WITH HOLDOn POST HOIDOWN POST 'UPPER'TOP-PLATE AND 3 SOLID-UMBER TOP AND E.N.SHEAR TO THIS PLATE BOTTOM CHORDS PB/A0E 4'PLTWIXIO FURRING IN AMON TO RN JOIST. MOMILIM PENETRATION Q7BE�� HOIIMAYN PER I-MST MANUF. STRAP WHEN INSTALLED TIER RECOMMENDATIONS SEAR PANEL BEAM PER PLAN Jgsf W/'WS' w/PLYWOOD EN OR m HANGER,IMP.U.N.O.TYPICAL TO JOISTS 1O KrEF" WALL wj I-JO wMeEH TYPICAL JOIST TO IXT. WALL �O a TOP AND BOTTOM < ycHHORDS USE PROVIDE (1) CS16 HOLDOWN NPl6•PLYWOOD < SLED ro CHORDS ./III& SHEAR AT (�CS16 (z)a16 (1)CS16 PER POST, U.N.O. ON PLANS N•gpFE65A0N F SHEARWALL, 4 c/c 12 PAST WALLUPSTAIWITH ERS.N.DDIIRECTLY M�oP`ta \L0 y�'"i < PER PLAN 2x STUD WP11 PENETRATION lO RIM,PoISf ANTI h f i EACH SLOE NOTE:CHANGE OF 2x PULE W/18d No. 69'�m LNY (BEYOND) DRAG SIRUP hIOISf WITH LAMINATE ); SHEG.DIRECTION AT 8'OC ro BEAM, 7D PoY J0615 ONLY PANEL YLISf CONTINUE TO _ : p.61m6 EDP @ BOTH L INATE ro OCCUR AT CIA. U.N.O.ON RATS M PLATE W/tOd 0 8'OC. SOLE-PULE STEW 3 �gMp FLOOR SHFG PER PUN •i i• RN(ND E%CFPIIONSJ •W �I �0 i 1 4'OR 1 3/4' L iki�. L L OF BEAM SOLE ANTE NE EN. SEAR PANEL E.N. srtrF CI V LNNOHp�P N JOHsr ii'Y NO RSI` L' NAILING ' ro RN PER e of CAl1 BACKER BLOCKING CS16 h4 15' (16)Bd EACH ETD. 1 RIM (2)CS16 4x4 ' (16)Bd EACH END PER STRAP ~ FOR I-IOHSf r/LAMINATED Ali ii L (3)CS16 (16)Ild EACH END PER SIRUP OR 2x AMBER SSTRAND,VETFSA RIM PLUS TOP AND BOTTOM CHORDS 4z6 16 ' RIM BOARD R o USE BeL7ER BLDCKNG Iii VMS h4 ^ FILL AIL NAIL HOLES WTIH 16d SINKERS f3;16d/2x JOEf PIot Sign SOL4191 BK'G NDER GWf.FL BM., MAXIMUM PFNEiRATCN PER ^• CYST 14 4x4 3C FILL ALL N1L Ig1E5 WITH i6d COMMON 11/1 6/04 ENO OF SHEARM'ALL ONLY PER PUN BEYOND -JOIST MWUF.RECOMMENOATKK6 II. JOIST W LIES' NOTE WOLSf ,� Data: ( ) ii�i. L DOUBLE T.P.'x C16T 12 4z4 45' FlLL/lL WA HOLES WITH 1Bd COMMON / Z PoY JOIST L AL:CFPfPBLE OR 2x MILLED BUCG. Scale: 'V DRAG SIPAP TO SOLID MEMBER OR TEEM HANGER, WU(C NDT i1 MIN 1 1/4'SOLED&KG,2x I 'MINYOM U.N.O.ON RIM BEAM PER TN.,U.N.O. _ N.T.S. Z 4z6 TONG POSE LINO PER PLAN II+ ^CENTER STRIP ON AAI JOSf OR RATE zz CART.FL BM.4 END a v/PLYWOOD EN. W OF SHEWWAU(BEYOND) THIS CONDITION MAY BE USED BEUI: LTP4'S 0 32'O.C.ENTIRE ,LL GARAGE I. AS A FIX FOR OVER BELLED AS OCCURS LENGTH OF WALL U.N.O. Job No: 04-131 9 Z PER PUN SOLID MEMBER B(TO RUN MOIST 6 SHORT OF BEARING 'U SUPPORT. O— HOEDOWN DETAILS 5 TYPICAL FLU'{ B� DETAILS ( 4 '— TYPICPERPONDICULAR TO EXT. WALL Z — Revision: UAL JOISIT ZwI SOLD JOIST O— 11 - CANT. BEAM CONNECTION Sheet No: o W U SD4 Z < o LL L W d v a CS ADDfiIONAL RBdS TO NOTE SiAUl FRA"O EC"T •At Hardy Panels, it is not structurally required to fill the holes The following Items below list some of the 'things to watch out for" O[ at the side of the panels. for the framing foreman. Please take note to each item as this F list is comprised from field experience relating to building from our = •At HTT22 hold downs,it is structurally acceptable to scab plane and typical detail sheets. This list is provided to help ease Simpson ISP lumber Cmneclms ACS KC.METALS deR1GA➢O at 2x stud to the 4X post to facilitate flush and correct the construction process and to help answer typical questions = Product Number Ca Lbw Product Numbs installation of the hold down.The HTT22 shall be mounted commonly asked from the field personnel. o Capacity( ) Capacity lba Product Number Ca (Lb.) Product Number Capacity(Um.) Faelsner Schelde V ca n III flush to the sill plate. o m ' jOLD= •Review all lumber grades and note that the use of tracker nails is m p •Where sill plates are broken for plumbing penetrations, no strapping required. More in detail will be provided below pertaining to the WW HTI22 5250 HIT12 5370 AHT122 5250 WAH 5460 32 1.Sinkerx 3 5 B AB. Holdasm 3-1 4 x.148 Ozer W is required to tie the sill plates together. tracker nails. Also, note that USP Lumber Connectors minimum F PH06-5053 5585 PHDB 7155 A1HID6 5585 ADSTB 6355 18 SD51 4 3 WOOD SCREWS t 7 B A8 Hddom N A N/A N A requirements are listed for hardware. PHDB-SD53 71�1 %IDfi 6295 A➢HOB 7120 ADS!B 82A5 14 SD51 4 J WOOD SCREWS k 7 8 A.B. Holdown N A N/A N A •Structural members shall not be cut for pipes,etc. unless IBBA 7460-!M% TOM 75M-I= AHDBA 7460-133% ADIA 7630-133% 3 7 Holdown N A A N A specificaly detailed. notching and boring of studs and top plates •1/SD1 -8/SDl list all holdtlown and anchor bolt repair details. - Z ID10A 9540-I= TD%10 9740-133% AHD10A 9540-133% AD10A 9755-1101 4 7 Hall N A A N/A shall conform to the provisions of section 2320.11.9 p ' ID14A 11080-133% ADS14 10635-133E AHD14A 11030-13SS AD14A 10975-I= 4 1 Hddnea N A NIA N/A and 2320.11.10. refer to details 12/SD2 and 13/SD2 for •Mahar bolts (except holddown SSTB bolts) may only be overtldlled Z additional information. 1/16'max. ? ANCHOR BOL75 •At aligned"solid joists for drag, if joist is penetrated by s All mudeills must have a minimum of 2 anchor bolts per piece, be ''^^ Z x SSIB24 5175 ST824 5215 -N/A--- KCAB24 5200 Hddown N A N A N A mechanical,align I-joist nett to solid joist for floor bearing. spaced a min.7'do max. 12"from each end, and be spaced no V J V DZ SSIB34 10100 SIB34 10425 KCAB34 10165 Haddon N A N A N A shall conform to the provisions of section 2320.11.9 more than 6'-0'o.c.at exterior non-shear walla. '� W and 2320.11.10. refer to details 8/SD4 for additional Z t1d�WdBE information. a 3/SD2 - Must be adhered to. Earring over is only a plumb and •� w line issue. Minimizing cuts will minimize the amount of special Z 'H1 485 9T15 500 Hill 480 6 Bd Shate M RaBQe nxwn 1-1 2 x.131 Black H • g 47 w LS50 450 MP5 450 CAS50 550 g Bit Shorts M Bbckin ru Rim 1-1 x.131 Bl e 0 For split or cracked sill plates at foundation, use BP bearing strapping and nailing required. Note that it is only required at all - g rpl plate at all anchor bolts in split sill plate. exterior walla and interior shear walls. Also note that all special �. N A35 450 MPAI 530 FAB 535 12 Bd Short. At Bidding or Rim 1-1 x.131 Block H nailing and strapping noted on the plans and detail must be done WLTP4 515 MP4F 515 FAL 525 12 BIT Shorts At Bloch ar Rim 1-1 x.131 Birk H just after'plumb and line"to ensure that they are properly S.. LS50 450 LIPS 450 1 N/A N/A CAW 550 B 10d Common Th.Plywood 2-1 x.148 Green U A35 450 MPA1 MIT AA35 450 FA6 535 12 84 Common Thro 2-1 1'x.131 Sue I installed. LTP4 515 Ill 515 AUP4 515 FALL 525 12 BIT Caron Tbru Z 00 Z ' •4/SD2-Edge Nailing is to 3/8'from edge of panel.All nails must be Pysood 2-1 z.131 sue I into the 'upper top plate. Nails to the top plates must not be C516 1650 R5150 1700 ACS16 1850 N A N/A 32 8d Shorts Oil to Timber 1-1 2 x.131 Block H staggered. Nails are to be installed _ e CS16 1650 RS150 1700 ACSt6 1650 N A N A J2 Bd Cortunms Thro 2-1 2 x.131 Blue Y I 99 perpendicular,or a maximum of 10 degrees from perpendicular.At 3x or 4x adjoining panel edges NSTC66 5855 YSIC68 6310 N A N A FA_ 5980 76 18d Sinkers or Tod Common Thru Pysood 3-1 4 x.148 peen IF (where specified) note that the nails only need to be staggered from 115TC66 5855 MSfC66 6310 N A N A MTSC66 5980 76 16d Sinkers a 10d Commas Directly to Timber 2-1 2 x.148 Greco U sheet to sheet which means that each 4 foot sheet may have the CMST14 16795 CM%14 6905 ADk15T14 6795 Ill 11 A 74 16d Carnmm Thin Pyrood 3-1/2'x A Orerge Z nailing installed in a relatively straight line around all 4 aides. O C CMST14 6905 ACMSN4 6795 N A N A 74 16d Common Directly b Timber 2-1 2 x.162 Orange % •5/502-Requires special attention! Note that the full height Cl15f12 9640 CMST12 9670 AU912 9640 R(S3 12 97OU 1W 16d Camrore Th.Pysoad 3-1 2 x.162 Oro Z shear panel must either be out back or furring added next to the N CMSTI2 9640 Oil 9670 ACMSTI2 9640 RC53 2 12 9700 1OU 16d Caron Di to limber 2-1 2 x.162 Orange % window because the sections of shear above and below the opening O Shea Walk: Green III 'must'edge nail to the king poet or king stud that the full height F shear panel edge nails to. _ Bid Common shear S 2,3,4,k 6 2-1 2 x.131 Blue I `V 1Dd Carron S.W.1 2-1 x.146' Pink V •6/SD2 and 7/SD2 - Requires all straps be installed while beams Top Plates: are being set and not later. 9 16d pm Nail Top Plate Sdiaa 3-1/4'x AW Block K e 8/SD2- Note 2x and stud and 2 rows of edge nailing at end and (ill II) � edge nailing noted across bottom of header to help reduce height ` to width ratio. •11/SD2 - Review to help reduce header stock. •12/SD2- Note requirements for CS16. Also, determine whether t� HARDWARE NALNG $CiFEDIME the framer or plumber are installing the straps at plumbing pipes. 0� ��— e 15/SD2 - Requires -Trackers'or'EZ Coda'nails for all structural connections including the following but not limited to:floor and roof sheathing and shear wall inetailationa including holddowns and sole plate nailing and all top plate splices and 12/SD2 connections. lL s 1/SD3- Note that L550's nail w/Bd nails. A35's are not to acceptable for angled freeze blocking due to gap between block and top plate. Use LTP4's or H1's if vertical blacking is used. TABLE 23-FF B1 Aso, at high heel condition,oil truss bays must have plywood in lieu of just above the shear wall. CONNECTION NAILING •2/SD3- Use LTP4's mostly except near the center of the truss where there may be a gap,then use the LS50's or LTP5's,and JpSf TO SILL OR O make sure that all nails are into the upper top plate and not the ORDER.7DENNL (3 8d framing plate. BRIDGING 7D JOIST,70WNA1L FIOH END 2 Bd 1 x Still] R OR LESS TO EACH JOIST,FACE NAIL 2 Bd a 3/SD3- Note for offset condition w/2X flat member,3"o.c. WOFR TITAN 1 x SUBRDOR TO EACH JOIST,FACE NAIL 3 Bit nailing may be used to nail both the offset truss and to nail the member to the shear wall top plate in lieu of framing anchors for SUBNTE I TO 19 R ORDER,BlY!I AND FAZE MAIL 2 16d shear wall types 5 and 4 only, no exception. O _ SOLE PLATE TO J06T OR CLOCKING,TYPICAL FACE N4L 16d AT 16 o c SOLE PLATE TO JOIST OR BLOCKED,AND BRACED WALL PANELS (3 16d PEIt 16'a/c •4/SD3 and 5/SD3- Do not forget the 4"wide plywood strip O U TOP PLATE TO STUD,END NAIL ,2 16d between truss panels. 1. STUD TO SOLE PLATE 4 ad TOf7WL OR 2 16d END MAIL •7/SD3- Note that this detail is for an aligning or offset ding LL DOUBLE STUDS,FIDE NAIL 164 AT 24 o c truss condition. Note the longer 48 CST 6 drag straps for the W"DOUBLED TOP PLATES,WPM FADE NAIL 15d AT 16 o/c Q DOUBLED TOP PLATES,LAP SPINE SOLE PLATE TD JOIST OR BiDCmNG.AT BRACED WALL PANELS g 16d offset condition so the strap(s)can be slightly angled to still nail LSin BLOCKING BETWEEN JOISTS OR PIERS TO TOP PLATES,TOENAILJ m Bd directly to the truss botto chord as required. ZZ RN JOIST TO TOP PLATE.TOENAR. Bd AT 6 o c •8/SD3- Note that a high heel girder truss connection,a taller 2X Z O TOP PLATES,LAP AND ROERSECIgNS,FIDE MAIL 2 i6 d block must be used that will still nail 0 12'o.c.to the girder trues T LdCONIVIUIDU5 HEADE2,TWO PIECES. 16d AT 16 o c ALONG EACH 9LD bottom chord. Q 2 COILING ONTUI JOISTS TD PLATE TO DN TO 3 Bd •9 SD3-Not used very � x CONDNIlOUS HEADER TO SN0.TOENAIL 4 Bd / ry often and is often missed. /\ O CEILING JOSTS,UPS OVER PM6RmN5,FACE NAIL 3 16d •13/SD3- Note popout wall on top of low roof sheathing to U CEUNG JOISTS TO PARALLEL,RAFTERS,FACE ML 3 16d transfer the shear force. Also. H2.5 must nail to the top of the � WWd O - RAPIER TO RATE TOENAIL 3 Bid low roof ledger and not the bottom of the ledger. Also,the'back O W r Z K A 1 BRACE 1D EACH STUD AND PIATF.FAZE NNL 2 Bit edge nailing'of the shear panel Into the low roof lodger is //� 'A ' 1 x 8 SHEATING OR LESS TO EACH BEARING,FACE RAIL 2 Bid commonly missed. Also, note that 2x blocking is not required W o WEER THAN 1 x SHEATHING TO EACH BEARING,FACE NAIL 8d unless for fire stopping. NO BUILT-UP CORNER STUDS. t6d AT 24 o c •1/SD4 - Note that the upstairs exterior shear walls as well as O U w BUILT-UP ORDER AND EEAI1S 2Dd AT 32'a/c AT TOP AND BOTTOM, SIACGERED W / Interior shear walls where this detail applies"must have the upstairs -2 2)20d AT ENDS AND AT EACH SUE shear panel extending down 5'to the aide of the rim joist and 2 12-PLANKS. 2 16d AT EACH BEAR- rows'of shear panel edge nailing directly into the rim joist This W connection is done in lieu of sole plate nailing. Note that if the shear panel is on the inside of the wall,then LS50's must be used per the table,from the side of the sole plate to the side of I NALM 8CHMULE UBC/CBC TABLE 23 - 11 - 1 - B1 O the rim joist. of note that the downstairs rams walla may extend up to the aide of the rim joist 4'and omit framing anchore"only � J � xsxs s»sa above the shear panel% but a line must be snapped and edge 2 nailing provided to both the rim joist and downstairs upper top L_ plate. Also, on 1-joist rim is not acceptable. G FIELD FIX CONDITION: If the second floor shear wall does not extend to the rim bZ joist provide Is50's per table from sole plate to rim. < •2/SD4-The upstairs exterior shear wails must also have the shear t0.DfE65r0N panel extend 5'to the rim joist per 1/SD4. Also, 1-joist blocking �`vq yttxF or�7F Z Ts not acceptable. t`SP �. S��; G o N •3/SD4-Note the use of a solid block(I-jost blocking not � Na.C66b69 m to acceptable)w/LTP4'a full wall length,typical. Al... add the 2x4 flat ?'blg6\ * � blocking below upstairs shear walls onV for staggered sole plate nailing. Also, note the use of 3-1/2 wide rim joist for 2 was of �rE OF cA`Afp¢-4 N S.P.N. 0 2"o.c. p •5/SD4-Note that single CS16 holddown straps connect only to the rim joist in lieu of floor to floor. All double CS16 and other K holddowns specified connect floor to floor o e noted for the applicable connection. Also, note that for the offset condition,a tL continuous rim joist must be provided between the upstairs strop(s) Plot/Sign K and dowsta!re 'offset"strop(s). Date: 11/16/04 O Z •6/SD4- Note the 2x4 flat member requirement for staggered Scale: S.P.N.and the use of a 3-1/2'wide E.W.B. below shear walls with N.T.S. Z 2 rows of S.P.N.02'o.c.unless a different beam is noted on R w plane. Job No: 04-130 z •7/SD4-Note the length of 48"or as per plans is the elrop length � from the end of the all. Also, note the use of 3-1/2'wide full Revision: Z depth blocking where(2)CS16 drag straps occur. w N •10/SD4-Note any 2x4 flat blocking is required where no wall � exists below to allow for staggered S.P.N. Also, note that 3-1/2' Sheet No: d deep blocking is required for 2 rows of S.P.N.0 2'o.c. SD5 0 w w a W 0 m w o° w >Y N H Hardy up1FCon dlnatallaF r a E Shp I Concrete Preparll on A n e m to accu eves «� Ha My Fmme"Panels-"W Senes - o_ C Isi , «nw,xi A)C wrneb,should,I Hardy fro a Templates mlNy place embed boll,and Hardy frame 8.11 E-°' erg,•{=�«` U O onvrN c .e Bra cm to prrvanl Y. p eamiox e A ?�} a � � f4i3 " ".'•," ANCH.BOLT'SCRFN'. SCg9N sp.s O II] Q All-angle use(IF)or.usable(RHFT)Temple,to a formb,,M of lowtiws specified on plans. Boll Braces - varuL I +ate" '1^ '"`-� -- Go V ME- C) al the embed end of the hold down bolls. -mow` ~ MODEL "Ell WIDTH GIRTH SIOLDao'•VN' OTYBDUk OTY AT 01 AT K l] 'vnl �vw�i•mr a� m T j "«« L)At lntenw loot raga Templates mvy be se[ured In place using stakes. ,n• a m In a°® �`aT, �9a NUrIBEF (INCIESI(IxC11Ee)(NCNB BOLT GIA.BNI (INCHEdI TOP IEA)FIOTrOk1(. D)F°°I'ng des gn embed depths and MX edge/Intl data...an per tM designer of roc°M. - - w I o � _ j H1 1-21,5 79 12 3 2 T18 NA T ] "Q n ` YII _ E)Determine If the xlrtly Frame will be installed on cwcrde or I mudsll Intl rellr to death for r......ded IJ;li L .� HF8x12%!8 Yt1/4 1: 3•l. ]18 NA 6 8 D[ r .r 3 HF9x12;18 101- }.,,. I A Might o/bolt(bore fish c ncrMa A le ' HF1Dx12•/e rs-v4 12 3�r. ]re NA s 5 p stet/2:F'nl Floor Insfolllt'on o I sin Plarae°: Vim° .HF?aale?,re Ta 19 311: TB NA 10 9 p� A)in. Hardy Fro Is to Mn.t,Md o mutlaill pill the bet m plate Intl cut the t,nglh fo match the witlffi of J ."y,g e,m, _ B - ,�,, w�. HFi'.x 191'/e T9 16 3t1: 1-18 NA 15 13 J Z If - the Frome.If llwlad next to°tlw opening,allow Me plate to into the apening - 1ia Z +/ B) 9N Me N°rdY Frame I. Iha embed bolls. ren v E-81'8'E 92-114 1B 3V: 1�18 NA 13 181 a to �p �' 999 1 ,III •\ „.,a C)IF and(cut)wily and nuts all both. Tide wt,unlit Fra s plumb end level w o;/•TM®• - �a0a .,, F_x12?. 104-L'4 18 .11.' T/6 NA ] ] W « §: e 4 w Ir a P -�➢' D)After Ir°m'ng and Plumb 6 line ero comDleh,Install I/d"x3"acnwa Mrou9h in.1°p°i the Frame!,to the double Q B,,,,`�^v'n`�,�/ ,s„o ®5�c ' HF9x1a1-116 f04-U4 16 air 1-18 NA 11 9 Q 13 a t/ xw n top plat,,er header(bore Top ple.moat be wM nuou.or have a Inie-8'lap at aptQv(vT .XFiD,e16 TB 116-V4 19 3t2 TIB NA ] 8 V - 6 II Z {. Ix'•w'.� /� g"'^`� v��� -HFi0.t a 1=18 116-114 19 1112 1-1. NA /0 B Z W Slap 2:FM Flwr Ins allot on on ConcMe -R » K^ y��A„« Vv' 'HF11xie]B 129-114 19 3l: ]IB NA 6 6 0_ = Z :•1.4 +�J3;_'L-y�'IIp ICI',{I1 - .,,,n A)Ins1a11M'an of° oaiure b°rr er such°a M°isl°p or 15E fell'a recommended under Iha Frame. w 'HF11x161=18 126v4 19 it2 1-1. NA 9 ] F- r� N » ` ^`� ^ .¢�(^,nn ''45m"""'°'°`"n•«n'W B)SN the HedY Frome o r the embed bolt,. Q _ L�' aw ••. ,ma'F.vi1,., •. HF12x16]B f40V4 1B iir ]IB NA 8 5 Q Z C)Mo.,round(col)washan Ind III,o all bells. Tighten nW,bell Frame's plumb and t,vel. J � HF+2x19+-18 1b114 10 3t1.'. 1-18 NA 9 6 JJ �7 0)After Immrag and plumb t t,,Oro eomplNe,pk,°2,till,above the Frame to make up the heghf d'Ifennce Q e H� i « XF13x 16]i9 152-114 19 3t12 ]/8 NA 5 5 Q ee 9B 4 6 wtartvEB aE4At orFn xneoy � ���' b-led by H-Inei",IM all plate,and connect with 1/4"x4 1/2"screws through the fop of in,Fmme,through the ma '� '�'I '^ 1B FM AN AT OPENING HARDY EQ An EI IN�PORTAL CON01110N nV HF13xt9 t're t4 tla t9 31/2 1-+/8 NA 6 5 [ o filler and into the double lop plat.or header°hove For filers WM.,ihon 1-1/2"'e,refer to defels 26 through" U) U HFr9x24'i8 TB 20 3'n ]/e 1 EA-3l4" +4 12 Z CS`•' � .� 28. Z HF?A241"l8 76 2, 3(` 1-118 1EA-14' 22 16 - y- - Slap 3:Second Floor nilallNion-Braee Fmmes J LL �'�A• v^• ,n a„«. -24718 92.114 24 3ir I's 1EA-3'4" 12 10 1•e r •"`�` A h eWl I solid 4x rim'n the floor a om below the frame.PSL,ISL nnteriM a recommended. ¢ FO-+' ®"` 2 e�� O.,4� !f sr P F ¢w v ,aka 11-411/6 92-V4 24 3 c 1119 1EA-34" 19 18 .4 SFr ) ry U 0�� '�^q�;n '�HFA24%/6 151-1/4 24 3'l: ]l8 1EA-3'4" 10 9 (� 03a Q rt w B ANer tQZI he Ilwr'a Meetetl IN and wt the boM IWa a tint on a fra111oo -nalallgion ��® a. m- ,,,.. ���.�. _ al _ s a ) p m p I wm a <; 'HF9x241.1/fi 1.1/4 24 31n 1118 1 EA-34" 1] 15 _ C)Use° 1111d t° ,11M c °f Me and fl-.F,. a 1°°Fn Panel or PIM below } .v` .xrH _ .4 a.6-" 77 ]18 1EA-W 9 e G?a Y("`T 4]i8 t'61/4 24 31n } _ -- D)Sacun the base Dt Me Fmme with 1/4"xd 1/2"(min)b. Per ac,le I : ®.'" ww 'HF10 41-•B 1'611a 2a 312 1-18 1 FA-3l4" 15 14 ()rc O nr.n E)After Imm'ng and plumb a I'ne an tomplem,install I/d°x3°,crows MrougM1 Me top of Me imme into Me double ~ - .. j�. ,. HFt 1x24'18 126-Va 24 - ]IB 1 FA-TR 8 6 top Plolea or Motler above. c] --�'' HFt 1x241 IB 126-t14 24 }1/.' 1-1I6 1 EA-3'd" 14 ti 6) D� Tr HF12x24 TI8 1W-1/4 24 312 1. 1F_A-3'4" 8 T M «row T�I +�'• Inn 1` L'J Step 3:Sewnd floor In,1,1,fie, Penh with Bearing Plot, W - p� _ HFt�241•IB 140-114 24 31Y' 1-18 1 EA-3'4" 12 11 I'y7 A)InMall a solid 4x or 6x ri In MI floor ay5lem below Me Panty.PSL or ISL moforid s mended Z g - ter, "�' .W�:, �_.n\ �- n '.HF1?x24?ill 152-114 34 3112 ]IB 1 EA ] ZO g O "°'"°` _ VG - Key j B,•."ua v.. .1 B)Ne,h the f1m,Oh eking and am each end of Ih,Hardy Frome Bearing Poll di,e,1°the rim below with O a o H I(P' a"'n� �„s 'H-241-'18 152-114 24 312 1-116 1 EA WA 12 10 wm n.eaw,nnw vn...v:•®.m...:. a...n,v eemw eW ry _ e oa,iwm m` '• I • ,. " xis mr x,a _ x O I/4"x3°(min)screws Dar schedule.If Ma rim'a ax.Itltl a 2x ledger to Illow for boundary nagillg of floor sheging. py i I. n� �"' /1. _ w v C)Ingall Me second tlwr Panty directly on the airing PINT. Jof �' 1 :I .m 1 ^a�e ./ +1 Hdc gown sot all ihroatl mtm with I 3x0'pIW w.Mntack wrtl i,rlp.Yae ramatmiM W O e .v. ' d D)Use al Mnad to[Onn,11M corners of Me second flwr Panel to°Panel,Frema or Poat Mow W p i � - I ac r '"' P ` ' ��^r� be^-datn and BN to.wand tm pale weeMre mWi wmgy_T!tM A6TMA^.b. lye m I' �«�""" �+�-•s ` E)If ry,install(4)1/d"x6"(mn)screws through the Panel base,through the Bearng Plate antl pI.Onblog the m �' •�i - `� 1 IY nP MA31 F� W OU • IS et oamHer woo.sc I -mum allwvaded�9n xgl g311 ( IW nq iM F v-xr®m m•mev neuaw __ memlx-au nvv,..,....,,,.w memuerau .5u.o,a ram below. -•,� :La:� _ wmrn®esu�em sr• sum rwuv w,m�e m mu�x`muu r m , � F)After heroin,and Plumb 6:line are co I.I.,plan 12x Eller above the F.me 1° I uwaa S..' wC,n �a II bl 133 )n,ad mecti 12 ga meal tlwood. h P l LD 9 -Y of060 2 �nro. ,mn, q m rr ..,,,. wm;o m"awa'n`„� a m®i °•^ ww,w ,n,,,Zf.' •aa... ,,,•, creofetl by eliminating the bet-plat,,and connect with 1/4".4-1/2" ,Mnugh theuophof hto Fro arihrougry li ,y CanDly g Y eHDS-s for[neSboNcrl mnneN on When hemp a2x scnn m QQ . IM filler and into the double lop plat,or header above.For file,larger than 1-1/2"net,rf,,1°deoils 26 V R I 41M vmatl I gin 'ro the tp eM tl2 re Z � � Z g vqD w)a�tn mpm m IreMi avz m.u•nwmro,exm. •' w°a „ • v :` '� °• ^ ` ih ou9h 9. ncMrboltsa: - i 2 wow �,n,,,a,n, am�IS WSMar trmsfer.5cmrrs are lnsMlktl m lM Panel Gee In- HaNy Fnme Beannp Plote Note:Insoll°tlen methods may vary due to lob wnd'1'ona IM/e Spec 1'cvti..by the regle d deign p.fe.onvl. W �„e,,,,u I W m -' _ P B a Lu tj m r Wm X AaG S .'� _ � WADY fAAIEa MADE in4AP33 N BALL0011 WPLL9 �F1twAc P �BBOIMFMB IOn Ai Q - E®s51NGLE PORTSSCe v mON .8:IWmv fP4uAp. HNNY FPMAEa Pffiel NBTALLEO DN FW W0:110N v. HNNY FMMEOPMA yD011BLF NI1r NBT1yyL.jljfJ"�8 Q G , muE®NWT s 8, mx rawe __ c- 4 m LL I B� I -..ax,'o�.�,x �H MT� .a,• Q :s:.'=.d•,�m >�:= ``�� a ° ®„®. 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OF ANCHOR JOINT MESH COORDINATE ALL ---- ---- HOLDDOWN TENDONS,ANCHORS 1/2" DIA. STRAND WHERE 12" ARCHITECT ITHH &HOLDOWNS. OF ANCHOR #4 VERTS ® 18"O.C. SEE PLAN u TYP. ® CENTERLINE OF OCCURS AND S WHEN# 0 TOP CURBC.NEX EXCEEDS TOP OF 3 1/2" SLAB SUPPLIER. h SEE TYP.DEIAILS O 1/2" DIA. STRAND 5TOP SL F SLAB TYP. TOP OF 10" IN HEIGHT 3/4"t CIO. DRIVEWAY TOP OF SLAB SEE ARCH, MIN. u1p PLANS FOR aaa���3 TOP OF FINISHED SLAB TOP OF DWGS. L ,L irai^ FOOTING REQUIREMENTS. 22 CLR. GRADE TYP SLAB TOP OF o r FIN. ro p w in GRADE "' - TOP OF ARCH. DWGS. SLAB w CXD C #4 CONT. 3" ,W, -POST PER PLAN O o na. o 4 Jlglglql qif glglql °alglla 1/2" DIA. STRAND d' 3' caloio n� MFGR. Q I I N HOLDDOWN C �� 12" MIN. 3'CLR. SEE PLAN _ U.N.O. w in TIE CABLES AT 1 2" OW. B 2" 12"MIN. 12" SAND. ugll Zi " IqN O INTERSECTION / TYP. ## 3 9" ON 2"CONIC. STRAND 3^ MIN. BLOCK CHAIR WHERE SHOWN u0"-3; l in TYP 5"SLAB iv PROVIDE (1) #4 BAR w O 12" OR EQUAL TYP. ON PLAN Ir�uo' 1/2" DIA TYP. 2x EMBEDMENT+12"LONG OR 1 2"DIA.1/2"DIA STRAND STRAND 1/2" DIA. STRAND /12" 9" SHEAROCOI IN THEIa io UNDISTURBED ® MIDHEIGHT SOIL BEARING ON PLAN UNDISTURBED MIN. ARCH. DWGS, CZ5 4"SAND OVER SURFACE-TYP. SOIL BEARING -REFER TO MFGR. 3" 'W' 00 VISQUEEN PER SURFACE-TYP. CATALOG FOR ALL ¢ cn SOILS REPORT LINE OF INSTALLATION INSTRUC- 12 MIN' Z FOOTING BEYOND TIONS AND DIMENSIONAL 'W'=WIDTH TYPICAL EXTERIOR e TYPICAL INTERIOR e TYPICAL STEP e TYP. EXTERIOR GARAGE e TYPICAL EXTERIOR e REQUIREMENTS. OF STRAP Ln GRADE BEAM GRADE BEAM GRADE BEAM WALL GRADE BEAM TYPICAL BUILT-UP 6 TYPICAL PRE-FAB N corsrRucnoN GRADE BEAM SLAB METAL FIREPLACE TYPICAL STRAP _ JOINT rER EXTERIOR HOLDOWN DETAIL o N OPTIONAL LAB GRADE EXTERIOR rt OF ANCHOR BEAM GRADE SEE ARCH. #4 "SIMPSON" STRONG-WALL, DOWELS MINIMUM HARDY PANEL OR y,wraN MWIMOM BEAM _ _ DWGS. TYP. TOP ECTION B" WIDE TJ SHEAR PANEL PER moTANECWu PROVIDE 1 °O /2" DIA. STRAND CURB STRUCT VERIFY BOLTTYPE MOUND µCNORS PEA3 1/2" I - --- & n / MENT +12")LONGER2x EMBED-BET. v EMBEDMENT WITH uss scc.Is07.7INSTALL HOIDOWNS3 1/2" 1/2" DIA. STRAND 6"TYP. PLAN I MANUFACTURE SPECIFICATIONS CD ® MID HT. I • h CORNER NIN.NCEE �M WRNER CATDISTALOG--_- VIEW I VARIES WHEN CURB HEIGHT EXCEEDS � c0""��Iyr • PER MFGR,aiwOcN #4 X 4'-0" 'L'W SEE ARCH. 6" PROVIDE 1 t7 T. I �6'-0' TYP. I °�5" SLAB 2'-0" LEGS TYP. I 5" SLAB - I 12 OR 6" MIN. CURB TO EXTEND 15ABELOW a f� ETNGINEERSDETAILS #4X4'-0" I 12" ALL CORNERS AS I --- / #3 TIESFINISHED FLOOR W SHOWN ON TOP OF SLAB TOP OF GRADE AROUND BARS/BOLTS ® 4" _J IREWIRELIFMSDIAGONAL OC. 0 BOLT EMBEDMENT w� ARCH STRAND TO BE EDGE OF PLAN I 2'-0" STRAIGHT STEP PLAN VIEW I OF ANCHORIIIARCER- I SEE ARCH. &OFING # I BEYOND 4 TOP z'� TOP OF SLAB STRUCT. FORIlglI I SIZE ANDF & BET. I - 1/2"DIA. STRAND ---- LOCATION #4 18"O.C. LDOWELSrtgigiqWAY v TOPSEE PLAN I & TRA DIA. - ziaJSTRAND T- 6 MIN. 1TRA DIA. TOENT. UP OTO I LEG " ALIGN W/ I STRAND I I SEE SOT. 3'-0" 2'-6" I OFFSET tt"WIDE RIBS 12 MAX. 1/2" DIA. STRAND I I STRUCT. TYPICAL III�Iq m amNE I►IF7M I q II�Iq�i i/2" DIA. I IF POSS. 'c �ON STRAND �' WHERE APPLICABLE z DWGS. EXTERIOR Q sr001INR BEYOND I w cQ5 STRAND THIS DETAIL APPLIES ES TO ALL OUTSIDE CORNERS ON PLAN M5 G ngir�ir-u OPTIONAL ISOLATED I p� ` 12" 6'-0' WITH THE EXCEPTION OF DETAIL 10/PTD BEAM 2X4 STAMPED TIE m o z 5" 12 5" KEY& ROUGH BEAM PLAN VIEW w Q MIN. UNDISTURBED SURFACE SEE BASIC DETAILS (n (n SECTION PLAN VIEW ELEVATION SOIL BEARING D-7 FOR DIMENSIONS AND W SURFACE TYP. ELEVATION EQ EQ. � W TYPICAL VERTICAL e TYPICAL SMALL o TYPICAL STEP N TYPICAL OUTSIDE CORNER z TYPICAL ISOLATED 3 REQUIREMENTS. Q � OFFSET HORIZONTAL OFFSET TYPICAL ISOLATED 4 GARAGE CURB DETAIL y EXTERIOR & INTERIOR HOLDOWN 8 O PLACIN OF STRANDS AND ANCHORA S ANCHOR LOCATION GRADE BEAM e AT SHEAR PANEL HDA & MTT TYPE HOEDOWNS e z O CONCRETE _1. LAY OUT BULKHEAD BY LOCATING THE CENTER OF THE STRAND PER THE DIMENSIONS 1. ALL CONCRETE SUPPLIED SHALL BE A MINIMUM TYPE If WATER/CEMENT RATIO (.55 MAX) 6. MEASURE FNAL ELONGATION. IF SEATING LOSS HAS BEEN EXCESSIVE, RETENSION STRAND W THERE THE STRAND PLAN. (NOTE: BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY, GAL/SK 6.21 (34 GAL PER BATCH), 5.48 SACK CONTENT, FLY ASH CLASS F MAXIMUM TO GREATER ELONGATION AND RE-SEAT GRIPPERS. 6. REFER TO SOILS REPORT FOR SAND AND VISQUEEN REQUIREMENTS. -J (n THERE IS NO TENSION ON THE STRANDS UNTIL THE CONCRETE IS POURED.) 10%, ENTRAPPED AIR 1.25%, AGGREGATE SIZE MAXIMUM 1", COMPRESSIVE STRENGTH 7. RECORD GAUGE PRESSURE AND ELONGATION. 7. POST-TENSIONING 2. MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF STRAND CENTERLINE SHALL BE A MINIMUM 3000 PSI AT 28 DAYS, SLUMP SHALL BE 4" A. STRESSING RAMS SHALL HAVE BEEN CALIBRATED. Q O LX PER DETAIL 1/PTD AND DRILL A 3/4" DIAMETER HOLE IN BULKHEAD UNLESS (fi")• 8. MOVE THE 3-POSTION VALVE TO THE OTHER OUTLET AND ACTIVATE THE PUMP THUS B.TENDON STRESSING SHALL BE PERFORMED BY FACTORY TRAINED PERSONNEL OF OTHERWISE NOTED. RETRACTING THE MAIN RAM. THE PLACING CONTRACTOR. F- 3. LAY ALL THE STRANDS IN ONE DIRECTION, THEN LAY ALL THE STRANDS IN THE OTHER 2. PLACEMENT SHALL BE IN ONE CONTINUOUS OPERATION UNLESS OTHERWISE SPECIFIED 9. TO RELEASE JACK FROM STRAND, PUSH FORWARD ON JACK AS RAMS RETRACT. C.THE DEPUTY INSPECTOR SHALL SUBMIT A REPORT TO VERIFY THAT ACTUAL TENDON W DIRECTION. REFERRING TO THE PLAN, SELECT INDIVIDUAL COLOR-CODED COILS OF AND SLAB SURFACE SHALL BE CURE WITH AN APPROVED ASTM 309 SPECIFICATION 10. DEPUTY INSPECTION REQUIRED. z STRAND AND UNROLL THEM IN PLACE, BEGINNING AT THE DEAD-END. IF THERE IS ONE, PRODUCT OR EQUAL. ELONGATIONS ARE IN ACCORDANCE WITH APPROVED PLANS. W AT LEAST 18" OF STRAND MUST PASS THROUGH THE BULKHEAD AT EACH STRESSING 3.CONCRETE SHA RF IINIFnRNA1Y rnncnl Inerl-D ARO ND N HOR STRESS CHECK 8. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM SIZE OF 5/8" AND WITH 3/i6" THICK W Q END. 4. A MINIMUM OF THREE (3) CYLINDERS PER SLABSHALL BE TAKEN TO DETERMINE 2"x2" PLATE WASHER PER UBC SECTION 1806.6.1. CONCRETE STRENGTH. OCCASIONALLY IF WILL BE ADVISABLE TO USE A GAUGE READING TO CHECK THE FINAL 9. ALL HOLDOWNS, ANCHOR BOLTS AND STRAPS MUST BE TIED IN PLACE PRIOR TO 4. PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS 5. PRIOR TO STRESSING TENDONS, THE FOUNDATION CONCRETE IS UNREINFORCED. IN ORDER ANCHOR FORCE IN THE STRAND. THIS IS DONE AFTER THE GRIPPERS ARE SEATED BUT FOUNDATION INSPECTION AND POURING CONCRETE. CD TIGHT INTO BULKHEAD. 16D RING SHANK RECOMMENDED. TO MINIMIZE CONCRETE SHRINKAGE CRACKING THE CONTRACTOR SHALL CONFORM TO THE THE JACK IS REMOVED FROM THE STRAND. ACTIVATE THE PUMP, REAPPLY TENSION TO 10. POST-TENSIONING SHOP DRAWINGS ARE ONLY FOR STRAND PLACEMENT AND Q 5. TIE DEAD-END, IF ANY, IN PLACE APPROXIMATELY 3/4" FROM BULKHEAD, SUPPORT SO FOLLOWING: THE STRAND. WATCH THE GAUGE CLOSELY AS THE PRESSURE RISES. AT SLIGHTLY ABOVE STRESSING DETAILS, AND ARE TO BE READ IN CONJUNCTION WITH THE STRUCTURAL Z THAT THE CENTER LINE OF THE ANCHORAGE IS APPROXIMATELY 3 1/2" BELOW TOP 1. CONTRACTOR IS TO USE AN ACI APPROVED METHOD OF CURING TO MITIGATE SUBSTANTIAL ANCHOR FORCE. THE GAUGE POINTER WILL SUDDENLY DROP BACK A LITTLE AS THE ENGINEER OF RECORDS DRAWINGS. OF SLAB. SHRINKAGE CRACKS. PROVIDE CURING METHOD TO FOUNDATION STRUCTURAL ENGINEER STRAND GRIPPERS ARE UNSEATED. THE PRESSURE AT THE BOTTOM OF THAT DROP 11. POST-TENSIONING SHOP DRAWINGS MAY NOT BE DRAWN TO SCALE AND ARCHITECTURAL 6. AT STRESSING ENDS, REMOVE WRAPPING TO APPROXIMATELY 6" INSIDE THE BULKHEAD. FOR REVIEW PRIOR TO PLACING CONCRETE. BEFORE THE POINTER STARTS TO RISE AGAIN, IS THE ONE WHICH INDICATES THE FINAL DRAWINGS MAY SHOW VARIATION FOR ALTERNATE ELEVATION DESIGNS. PLEASE VERIFY o`"oeE s'cro DO NOT REMOVE GREASE. SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR 2. TENDONS SHALL BE STRESSED WITHIN 5 DAYS OF PLACING CONCRETE. CONCRETE SHALL ANCHORAGE FORCE IN THE STRAND. THE STRAND IS RELEASED TO ITS SEATED POSITION ALL CONDITIONS BEFORE STARTING. AND THROUGH THE BULKHEAD. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI PRIOR TO STRESSING TENDONS. BY MOVING THE 3-POSITION VALVE TO THE OTHER INLET. 12. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT LOCATION OF BULKHEADS, 5 o m 7. STRAIGHTEN TENDONS, CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. 3. WATER IN EXCESS OF THAT SPECIFIED BY MIX DESIGN SHALL NOT BE ADDED. OFFSETS AND OPENINGS, AND ANCHOR BOLT TIE DOWN LOCATIONS, AND VERIFY PLACE SUPPORTS AT CABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. ALL CONCRETE SLABS-ON-GRADE CAN TRANSMIT WATER VAPOR AT RATES WHICH DEPEND SEALING STRESSIN HOLES LOCATIONS IN THE FIELD. R Exp. 37 R6 8. CHECK STRANDS FOR TEARS IN PLASTIC AND REWRAP IF TEAR IS LARGE (4" OR ON CONCRETE PROPERTIES AND WATER SOURCES. CONCRETE CANNOT BE MADE COMPLETELY 1. THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2" IN DIAMETER WHICH IS TO BE 13. INTERIOR AND EXTERIOR WALLS SHALL BE ANCHORED IN ACCORDANCE WITH THE LONGER). AT DEAD END, CABLE MAY BE EXPOSED 18"f IMPERMEABLE. IF VAPOR TRANSMISSION RATE NORMALLY ANTICIPATED FOR CONCRETE FILLED AND SEALED WATER TIGHT. STRUCTURAL ENGINEER AND DRAWINGS. c n SPECIFIED IN THIS DESIGN IS UNACCEPTABLE, ADDITIONAL MEASURES SUCH AS TOPICAL 2. USING A CUTTING TORCH, BURN OFF EXCESS STRAND 1/2" TO 3/4" BACK IN HOLE. 14. STRAND LOCATIONS SHOWN ON PLAN ARE FOR PLACING CONVENIENCE AND MAY VARY e V9�OF SEALANTS, SUBGRADE WATERPROOFING, ETC. SHALL BE USED. BE CAREFUL NOT TO DIRECT FLAME ON GRIPPERS. USE A LARGE HOT FLAME AND BUT NOT EXCEED 1'-0" EACH DIRECTION. RESTRICTIONS ON USE OF DRAWINGS COMPLETE THE CUT AS QUICKLY AS POSSIBLE. 15. DEAD END AND STRESS END MAY BE REVERSED END TO END. THE ATTACHED SET OF DRAWINGS ARE COPYRIGHTED BY O'STRAND INC. AND ANY PREPARATION FOR STR SSING 3. PAINT EXPOSED ANCHORAGE, GRIPPERS, AND STUB OF STRAND WITH RUST-O-LEUM 15.6. ANCHORS SHALL BE I.C.B.O. APPROVED #4597 OR EQUAL. UNAUTHORIZED COPY OR REPRODUCTION OF THESE DRAWINGS, IN WHOLE OR IN T. REMOVE POCKET FORMER. PRIMER OR EQUIVALENT. 17. NOTIFY THE POST-TENSION ENGINEER IMMEDIATELY OF ANY DEVIATION IN ELONGATIONS REVISIONS BY PART, IS PROHIBITED. R RECEIVING AND RETAINING THESE DRAWINGS, THE 2. CHECK INSIDE EACH POCKET HOLE, MAKING SURE THAT EXPOSED PORTION OF 4• USING A STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND, PACK HOLE AND BEYOND ALLOWAT-T POST-TENSION RECIPIENT AGREES TO RESTRICT HIS USE OF SUCH DRAWINGS TO THE LIMITED ANCHORAGE IS CLEAR. IF A FILM OF CEMENT PASTE HAS INTRUDED, REMOVE IT WITH A FINISH SURFACE TO DESIRED TEXTURE TO MATCH SLAB. 18. OBTAIN APPROVAL IN MINIMUM DIMENSIONS FROM SOILS ENGINEER PRIOR TO 1' PURPOSE OF REVIEWING THE INFORMATION PRESENTED THEREIN AND SPECIFICALLY SCRAPPER OR SCREWDRIVER. CONSTRUCTION. AGREES NOT TO USE SUCH DRAWINGS FOR THE CONSTRUCTION OF THE SUBJECT 3. INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. TECHNICAL NOTES 19. ALL PLACEMENT BASED ON THESE PLANS SHALL BE BY O'STRAND INC. AND/OR AN 2• MATTER SET FORTH THEREIN, UNLESS SUCH RECIPIENT FIRST OBTAINS THE EXPRESS 4. PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB, OR AT A CONSTANT STRANDS SHALL CONFORM TO ASTM A-416 APPROVED DESIGNEE. WRITTEN AUTHORIZATION OF O'STRAND INC. THE RECIPIENT SHOULD IMMEDIATELY DIMENSION FROM THE EDGE OF THE SLAB. A YELLOW CRAYON AND WOODEN PROPERTIES OF 7-WIRE STRAND 1/2"o 20. ONLY THOSE DETAILS CALLED FOR ON SUBSEQUENT DRAWINGS APPLY. 3• RETURN THESE DRAWINGS TO FOREGOING, INC. IN THE EVENT THAT HE DOES NOT CARPENTERS RULE ARE RECOMMENDED. P (ULTIMATE 21. THE CONCRETE AND FRAMING CONTRACTORS SHALL COORDINATE THEIR WORK. INTEND TO COMPLY WITH THE FOREGOING. AREA-SQUARE INCHES 153 KSI 22. THESE DRAWINGS COMPLY WITH THE 1997 UBC. STRESSING REQUIREMENTS F (ULTIMATE) - POUNDS 41,3000# 23. AN UNDERLAYMENT OR SLIPSURFACE SHALL BE APPLIED ON THE POST-TENSION SLAB 4. 1. STRESSING SHALL NOT TAKE PLACE UNTIL CONCRETE HAS ATTAINED A STRENGTH OF E-PSI 28,800,000t ON AREAS WHERE HARD SURFACE FLOORING MATERIALS ARE TO BE UTILIZED. 2000 psi AS DETERMINED BY STANDARD CYLINDER TESTS. CONCRETE STRENGTH MAXIMUM FORCE (.8FSU) TO OVERCOME FRICTION 33,000# 24. ANY ADDITIONAL REINFORCING REQUIRED, FOR HOLDOWNS OR OTHER EMBEDDED 5 REQUIREMENTS ARE DETERMINED BY ENGINEER'S SPECIFICATIONS. MAXIMUM ANCHOR FORCE (.7 FSU) 28,900 ITEMS, NOT SHOWN ON PT DRAWING SHALL BE SUPPLIED BY OTHERS. 2. STRESSING JACK SHALL BE POWERED BY ELECTRIC HYDRAULIC PUMPS AND BE EQUIPPED 0= ELONGATION 25. F THE CHLORIDE LEVELS IN THE SOILS REPORT ARE MODERATE1,SEVERE OR VERY 6. WITH AN ACCURATE PRESSURE GAUGE (GELICOID TYPE RECOMMENDED). HAVING A 3" UNIT ELONGATION PER FOOT (PA POUNDS) (12 INCHES) .081 SEVERE, PROVIDE ON ENCAPSULATED TENDON SYSTEM PER PTI SPECIFICATIONS FOR "FERFOKMANCE PLUS MINIMUM DIAL FACE AND READING NO MORE THAN 100 psi PER INCREMENT. AREA E SEVERE UNBONDED SINGLE STRAND TENDONS 26. USE 'SIMPSON STRONG TIE" ROOF TRUSS CLIPS STC/STCT/DTC FOR BRACING OF ALL JOB 4 e n g i n e e r i n g,I n G. STRESSING OPERATION GENERAL NOTES ROOF TRUSSES TO NON-BEARING WALL. COORDINATE LOCATION OF NON-BEARING 814 SURE THAT BOTH THE MAIN RAMS IN THE JACK AND THE SMALL RAMS IN THE 1. THIS IS TO CERTIFY THAT THE SLAB FOUNDATION DEPICTED HEREIN HAS BEEN WALLS WITH ARCHITECTURAL/STRUCTURAL PLANS, D�`� • <E.Er.Ec _ PEVI5E AND RE9UDMIT HYDRAULIC SEATING ATTACHMENT ARE FULLY RETRACTED. DESIGNED IN ACCORDANCE WITH SOILS REPORT RECOMMENDATIONS. THE SOILS REPORT T. LEE FUKNI5H A5 CORRECTED 2. POSITION THE TWIN RAM JACK BY PLACING IT UNDER THE STRAND AND LIFTING UNTIL GOVERNS. SOILS REPORT #J.N: 1216.00 8/13/04 BY ALBUS - KEEFE & ASSOCIATES CHECKED THE STRAND DROPS INTO THE SPACE BETWEEN THE JACK GRIPPERS, AND MOVING IT 2 SILL ANCHORAGE PER ARCHITECTURAL PLANS. THICKENED SLAB AS REQUIRED FOR A. OSTRANDER CONCRETE COVERAGE AT ANCHOR BOLTS PER UBC WHERE OCCURS, AND IN FORWARD INTO THE POCKET HOLE UNTIL THE NOSEPIECE CONTACTS THE ANCHORAGE. . S P A N A B I I T Y DATE D ` ° WITH ONE THUMB ON EACH JACK GRIPPER, PUSH THEM FORWARD UNTIL THEY CLOSE z cnhx e �,sx ON THE STRAND. ACCORDANCE WITH STRUCTURAL DRAWINGS FOR THE PROJECT. THE CONCRETE 10 04 04 n s"a 3. POINT THE HANDLE OF THE 3 POSITION VALVE TOWARD THE OUTLET WITH TWO HOSES. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOLTS, TIE-DOWNS, POST-ANCHORS, ETC. SCALE - e ONE OF THE HOSES WILL HAVE A HAND-OPERATED VALVE AT IT'S CONNECTION. MAKE ON THE ARCHITECTURAL PLANS PRIOR TO COMMENCING WORK AND BE RESPONSIBLE DESIGN SHEET NTS SURE THIS VALVE IS CLOSED. FOR SAME. 4. ACTIVATE HYDRAULIC PUMPS AND STRESS TO DESIRED ELONGATION PLUS SEATING LOSS, 3. UNLESS OTHERWISE NOTED, STOOPS, PORCHES, AND OTHER ATTACHMENT SHALL BE BUT NOT TO EXCEED 0.80 F'S. CAST INDEPENDENT OF THE POST-TENSIONED SLAB. FOR VERY LOW E.I. 5. OPEN THE HAND OPERATED VALVE ALLOWING PRESSURE TO FLOW THROUGH THAT HOSE 4. DRAINAGE: ALL SURFACE WATER MUST DRAIN AWAY FROM SLAB AND NO POOLING WILL TO THE SMALL RAMS IN THE HYDRAULIC SEATING ATTACHMENT. THIS WILL SEAT THE BE ALLOWED NEXT TO FOUNDATION.5y oar:10.�i3/04 GRIPPERS INSIDE THE ANCHORAGE, 5. THE SOIL UNDER PERIMETER BEAMS AND SLAB SHALL BE NEAR OPTIMUM MOISTURE PRIOR TO CONCRETE PLACEMENT, AND SHALL BE VERIFIED BY SOILS ENGINEER, IN '*THE ENGINEER'S STAMP PLACED HERE IS FOR THE DESIGN D `J WRITING, PRIOR TO E.M.A. INSPECTION. OF THE POST-TENSIONING FOUNDATION SYSTEM ONLY, SEE STRUCTURAL ENGINEER'S DRAWINGS FOR COMPLETE DESIGN. NOTES 5 COOFTINAT:AU,C7MIL5 WITH A.1.1RA17E5 POOP,TO 5TAMCA o f ERFORMANCE PLUS I. 5" CONCITS 5�A�, CON5TRUCTION, engineering,ine• 6. 5��NOTt5ONPf-n, , ��50IL5 P; POkT FOk 5ANI7 AN12 VI5QUM�QUIFZ M�NT5, X REVIEWED REVISE AND¢E5-3ulT 2 5 � �, 5��ANCH01?POL17 HOLPOWN 5CH�t7U ANP COOO2INAS WTH N REJECTED F Rhl A7 CG¢¢D.E 3, 5�E A?CH,/5TPUCT.FOP ANCHOR 130.T5,11�t70WN5,POST AP.CN,/ST�UCT,SNE�T 51- a' ANCHOk5,PIMMION5,FLAMING,PA105,POPCH 5SP5, N 9 f7�pt; 5510N5,SLOp�S ANI7 A OTI I�p f7�TA115, 8. ANY ADDITIONAL REINFORCING REQUIRED, FOR ' HOLDOWNS OR OTHER EMBEDED ITEMS, NOT SHOWN 4. 5Ef ARCH,I 5TRUCf,FR FXVIOp P05T-PA125,WA..5 ANI:2 A.I. ON PT DRAWING SHALL BE SUPPLIED BY OTHERS. C C4 ''d- FIf;�t'IMAa f7�1'&5, cc Q� By Cr Q �O L.- J U rn ®J 1 z O J L---------——— Y O N II II o00 I a I I 24" o x la"rm "'01 1-1 I 1 w/244m. #10 #II #12 #15 #14 #6 #16 #11 #I8 S a' (TYP.2 PLACM 40'-01, 40'-011 40'-01, 401-011 40'-01' 361-011 36'-01, 361,011 M'-011 0 M QIFL�F 51/6" L51/811 A51/8" 031/81' A51/8" A25/411 L25/41' AM4" L25/4II NO cam NO caa NO C01.01r, NO COI g NO caop, YEN YEN YELLOW tLow I I I I I I I I I 38'-0 FLAN 2 80—b 3 a L=/3•'--O"+ f L=5,-6" IY O - --4-- -v- Z I 0 i I Q I I I I U — -u—o" Q (n #O%o i I I W ---� az I I I � 0 Li I I W11 1 1 14 I I 241150.X 1817P, # QO I 1 P D I Py O hk I p1h Q pm W/2#4M. +\ ' I s� Z ------------- (fYP2PIALES) 8 4'-I11t Q I E p\5 R•p �F p 9� E 7 K .OaPA�TI � SLA FLAN 2180—C m A I t � # QO I I STHD1a �'�>F CA. OF C 11F I I I I �O — I REVISIONS BY �QZ I 39"t7i'.W/2#y f&D A5f rA FN 2 3. --------- --- #o�� I 4. I ., J I Paz hog —I'�2 "SL1 X18'THK, I w I I I h�• w 2�4 P.W I °- 5• I - 7818 HARDY PANEL 2 2 7818 HARDY PANEL _ ------- --- _J —ON�S L------- ——— —� 1_'DIA.A.8. H- H- 1_"DIA.A.B. B. # ` — w/36"EMBED. w/36"EMBED. JOB No. 814 I I I DRAWN 24"5Q,X 18"OF T. LEE I i4 I/ W/2 p4�W I I a y i I W/244eW CHECKED (fYP.2F P(5) (fYP.2P ALES) S. O'BRIEN 1 ———————————— T L -------------L J 6 �_ ------------ s 10 08 04 scALE 6 s 1 4" = l'-0" SHirr FM IAA 5LA� PLAN 2180—� F05T—T�N510N 5LV PLAN 2 80—A 5PAWLINP�516N P T1 S NOTES 5, COOpnINATE A.I.PET&5 WITH ALL TP,AM5 FP,IOp r0 5rAP,TING CON5TP,UCtION. 1. 5" CONCI?M 5�m' 2. 5EE 50IL5 P,EFOP,T FOP,5ANn ANn VI5QUEEN P,EQUIP,EMENT5, 6, SEE NOTES ON t'1 n, 1, 5EE ANCHOR POLT/HOXOWN 5CHMLU ANn COOPPINATE WITH 5. 5EE AZCH./5TRUCT.FOP,ANCHOP,DO 5,-nE nOWN5,P05r ARCH./5MUCT,SHEET 52-1 a ANCHOP,5,PIMEN51ON5,FP,AMING,PAVO5 FOP,CH 5TEF5, co C14 12M 5510N5,501 E5ANnALLOTNEP,n�T&5, 8. ANY ADDITIONAL REINFORCING REQUIRED, FOR o HOLDOWNS OR OTHER EMBEDED ITEMS, NOT SHOWN 4, 5EE MCH./5TP11cr.FOP,EXTEP,IOP,F05T-PA25,W&L5 ANn A.I. ON PT DRAWING SHALL BE SUPPLIED BY OTHERS. C c o�- Fli'Er'�ACE nErA�s. zX o � J cQJ � 00 CC t� FERFORMANCE FLU5 z 0 engineering,inc. X RED IEtrED F_✓SE AND RE5..3H, Rr.:SrAscoRRec•E /�#12 #13 #14 #I5 #16 #11 #18 #19 0 49'-011 �9'-0" 49'-01, 49'-01, 39' 0' 59' 0' 39' 0' REJECTED (D 00 00 Mow >'E��OW YF�tOW 1���OW C Cn �t7 t:Fn �f7 � 0� o0 2 2 L-2-9" Dy pate: #�\ 'N F- 1—— — —Q � _ I N Q" s ?"V I 5 \ I ' 2 z # Q I L=4_0" 0 — co� 1 I --4--- 7:L-= > s U I U7 LLJ w 0 I I I @ -1011 I ,�' c/) _ 1 I 0 �O of I I I � X I 41ill Q� 11 wcot -- — --- IQ24"5Q.X18 ,Qz a Q W/24EW. c 16" vp. 3 a J I I q c1YP.3PLACE5 I I I IpiES$1 A,q -- R. f �\�— I 1 Ee4 GAR` FF124� N28 9 Ex �-Q6 n FAF /Ncpn � , 5LV PLAN 2�24-b ; I I - vo I 'F gip..-; K'\a� i REVISIONS BY - cot 1 I 2. QO 1 3 1 2 781B HARDY PANELS EABED�ENT 4- = opb I �p2ati 5. 1 ---- ----- ---J w0\�O— I 1 D, - s.4# I piri ,��0 JOB No. I 1 Lpm -- --- --J 814 L--- --- --J O 39'PRW/2# 1'0 �� DRAWN # - 5'-0"PA5T FA,P%. T. LEE 24"50.X18"PK 4 24''5Q.X 18"PF CHECKED I I W/2#4E,W, I I I W/2#4E,W. I S. o'BRIEN (TYP.2 PLALE5) 1 1 11 ;q (Tw.3 PLACE5) 1 1 DATE J 10 OS 04 ---- —I SHEET PAFfVl , 5�V PLAN 224-C P05T-1T N5 ON 5LA3 PLAN 224-A P T2 S 5PANAIXITY P�516N Wd£ZtV9:Zl 601llJOl-dll'0-.dl)I-d�- a NOTES 5, COOPPINAS ALL 175TAi1.5 WITH&L 7PAJ255 PPIOP rO 5TAl;TIN6 o CON5TRUCTION. I, 5 CONCPETE 51 v. I I 6, sEE NOTES ON PT-C7, 2, 5EE 501L5 PEPOpT POt 5ANP ANP VI5QUEEN P'EQIUIPEMENT5, Z 7, 5EE ANCHOP BOLT/HOXOWN 5CHE 21U ANP COOWINATE WITH � PERFORMANCE PLUS 3, 5EE APCH,/51RUCT,�Op ANCHOP,PaT5 11E POWN5,P05T MCH,/5112UCT,SHEET 515-I CN o engineering,i n c. ANCHOP5,PIMMION5,RAMING,PA1105 POPCH 5TEP5, Oo PMPE55ION5,50PE5 AMP&L OTHEP P7 T&5. 8. ANY ADDITIONAL REINFORCING REQUIRED, FOR o 0 RE,"EW'EC. 2EVi5E AND RESUBNIi HOEDOWNS OR OTHER EMBEDED ITEMS, NOT SHOWN RE EciEc FURN!eh AscoRREc Ec �}, 5EE AP.CH,/5TRICT,POP\EXTEPIOP P05T-PAP5,W&1L5 ANP A.I. ON PT DRAWING SHALL BE SUPPLIED BY OTHERS. 00 FIREPLACE r7ErA�5, ..�. :•"y.-:-�-e+B..:°,a-B-a: wir.;�aec,ar car.,,.: O O 6 ccxn e ct: ....t ")G'"'s:J S..J"P"a".e+'r::%-.rca ro uB F•�ir•e .. Q U rn _CA O cc) Dau: IJ%13:'0= ¢ co z O � J #12 #13 #14 #I5 #I6 #111I #181 #I9 Q — 49-01 49-0 49-0 49-0 �6'-0 96'-0 46-0 46-011 O — A53/q L55/41' L55/4" 51/2" 051/211 031/211 A51/211 = 11;LLOW YELLOW ELOW YELLOW PukM PIJML PukM I'I,PPI.E o 4_ I I I I I N\ S CD L 9_9. I 241150.X18"7P 1 rn I W/2#4M. pro - cot I z _LJ #�az 01 I I z I I I I #ono I I l i Q Un dz I l i H W O ti �a F 2@-4'-101, X _ � Li t I I z -------- ----I aQNo Q i W U I 1 3 3 L--- ——— --J - co I , �_,,,_D„ 1 Q 3k N l.J _J I 24"50,x 18"nP, I I `"<= I l 1 1 W/2#4 E.W. 1 1 eaoF[s:oNa 1 1 14 (Tr.3MK5) I I 1 1 I �0.15 R.OfF{F2 pro - cot I 1 —— Fr I- __— # Q, 7D96 5 TVP. I I cM 101 PAP1�IAL 5LV FLAN 2579—C - --t 1 1 =�a, . #Q� P1G REVISIONS BY = cot I I 2. I 1 3. �N a� I 4. I J = oo I 5. 7 y ---- -------- - �o�— I L--- --- -- a�Z L HS — Gp hTT? 6. 91 I --A.BPANEL JOB w _ .w 25 $14 — — — Z39"PF.W/2#y Tab EMBEDMENT DRAWN # \ ; 5'-0"PA5TEA PN T. LEE 1 1 I I aO I I 24°$Q XIS"<7P I CHECKED 1 1 1 I 24"5Q X IBVF7 11 W/2#A M, I I 92'HARDA.B.�E25 H12 S. OABRIEN DTE A V111�4 I I W/2#4 EX11 14 , - EMBEDMENT 1008 04 (TYP,3 F,ACE5) �� SHEET J � —�A��'I/� S�A� rLAN 2519—� P05f—T%510N 5�A� PLAN 2519—A P T3 S SPAWLITY b�516N Wd6h£9Z1h0111101-dli0-dIA-dI)l a N0115 5, COOP f21NATE AU.I7Ef&5 WITH A.I.TP.A2 5 PRIOR TO 5TAR11N6 $ CON5TFUC910N, I, 5" CONCPETF S A3, 6. 55E NOTE5 ON PT-I2, Z 2, SEA 50IL5 REPORT FOR 5AN2 ANI2 VI5QVN PEQUIMNTS, 5�E ANCN01;1301,T/NOI.t70WN SCHPnUI.E ANI2 CGORI2INATP IM1N � 3, 5�E ARCH,/5TRUCT,POI,ANCHOI;13005,11�POWN5,POST ARCH./51RUCT•5HPET 54-I a ANCHOR5,PIMEN51ON5,FRAMING,PA1105,PORCH STEPS, � N P2 FP 5510N5,5LM5ANI2A. OINPIZP2 T&5, 8. ANY ADDITIONAL REIRFEORCING ITEMS,REQUIRED, FOR o 0 c N � 4, 5EP ARCH/51RUCT,P01?EX QOF POST-PA125,W&- 5 ANi2 A I ON PT DRAWING SHALL BE SUPPLIED BY OTHERS. _ co co FIREPLACE r7ErAi s, o ZX o� J U On CT) O 000 � cfl 541101, (#loll (#holl (I#poll AGi oll A.(i oll 4%1-011 'III-ON O J 025/8" ��}° %L411 04" 31/211 31/2" 31/211 31/211 N PLRf'LE PINK PINK PINK 6 EEN 6 EN GPEEN Gr EN o N o co i cn rn n rn L=7._B„ oc L-3' 53� 2 I \ cot - -- -- ———— ———— ——— ———— ———— ---, I I pro �� I r I I I N- cot z 11 CV n 1 i V I - co i t 6'SC1 X IS" K. I ; Q W uq E.w. I ' a i i Q) O - cod i I I 1 ll� X '7s' — W #tiNV I K,Qo I ®_ -------- ---- ----I i— I— __ _ -- ______a_ ____ 3 I w coltSMo, r a R2 —I v Q U < J #�d� I p I I I I G Ex 75�D6 L — I i L-12,-O" # a F I I I REIASIONS By o cot a*�w Pro v 2. Q= N e0 3. 4. PEKFORMANCE FLU5 " — o N I 5. engineering,inc. #tea _ >v a RE\'IE'NEO REVI5E AND RESUBM'T ��-_ #-` — �39'GP•VJ�Z 51'&D a 6 A RF EC"ED FURN15H A5 CORRECTED 3'-O'1 p�T�a,p��, JOB No. ETA I 814 11.E 2 IB T PANELS ——— —— Ha W DDAw DRAWN oro d .. EMBEDMENT NQ J T. LEE #� 6 CN K L.a'-� L=a'_6 S. O'BRIRIEN T .' #1 10 08 04 Q I I SHEET By IMP F05f-SN510N V� FAA 21�O P T4S SpAN�l31�1�"Y b�51GN Kd96Z9Zl Ml1101-dif0-.dI'A-dIN POST PER PLAN NOTE: a DETAILS 2A SEE ARCH DWGS. OPTIONAL ROUGH PROVIDE MIN.BETWEEN g 4 HAIRPIN 6" X 6° - #10/#10 MFGR. CLEARANCE BETWEEN TYPICAL STRESS #4 HAIRPIN ONLY 1/2" DIA. STRAND STRAND AT 3 1 2 TO CONSTRUCTION HOLDDOWN TENDONS,ANCHORS U END POCKET FOR CURB / " CL MESH COORDINATE ALL SEE PLAN &HOLDOWNS. c WHERE SHOWN MID SLAB TYP. OF ANCHOR JOINT FORMER LOCATION & ON PLAN i/2" DIA. STRAND DETAILS WITH 12" SIZE SEE 0 MID HT. TYP. #4 VERTS® 18" O.C. 12 ARCHITECT AND >; SEE TYP.DETAILS ARCH 3 1/2"SLAB SUPPLIER. AND PLANS FOR ALL 3 1/2"TO OL 1/2` DIA. STRAND WHERE W/1 #4 CONT. ® TOP TOP OF OF ANCHOR OCCURS WHEN CURB EXCEEDS ,ail TYP ® CENTERLINE OF 10" IN HEIGHT 3/4"t CLR. DRIVEWAY SEE ARCH. MIN. 1..� lol FOOTING REQUIREMENTS. O TOP OF SLAB TYP. TOP OF TOP OF SLAB DWGS. m 1/2" DIA. STRAND 5"SLAB SL'g r 2"CLR. TOP OF TOP OF ARCH. DWGS. 00 N TOP OF I SLAB TOP OF �+ O FINISHED ttP. FIN, Sn - SLAB tPOST PER PLAN p GRADE v1 N GRADE #4 CONT. 3" •W,' w� a IPa. 1/2- DIA. STRAND MFGR. V N z �lolcuo HOLDDOWN C c0 Oo III=.II�ICI SEE PLAN • T� N� .IOIL IOIOIf � Alglgl Z Z O) CP 3" 3" CLR. N Ina nil a N in 12"MIN. a 12" SAND s U.N.O. B N PROVIDE (1) #4 BAR w O li 16" MIN. 3" /V' AB N 2x EMBEDMENT L` in TIE CABLES AT 1/2" DIA. TYP. i w J INTERSECTION STRAND ,n Tom• TYP. LONG OR 1/2"DIA. 3" 9" ON 2" CONC. WHERE SHOWN M-1 II�IL 1/2 DIA' 1/2" DIA. STRAND STRAND WITHIN THE •,� U p�j MIN. BLOCK CHAIR ON PLAN STRAND pp OR EQUAL TYP. 1/2"DIA. STRAND 12" 0 MP LAN GHT 9" SHEAR CON12" *REFER TO M3„ , .MIN. ARCH. DWGS.UNDISTURBED CATALOG FOR ALL SOIL BEARING UNDISTURBED 12" MIN. SURFACE-TYP. SOIL BEARING LINE OF INSTALLATION III NSTRUC- O ti 4" SAND OVER SURFACE-TYP. FOOTING BEYOND TIONS AND DIMENSIONAL 'W-WIDTH J VISQUEEN PER REQUIREMENTS. OF STRAP N SOILS REPORT TYPICAL EXTERIOR TYPICAL INTERIOR z TYPICAL STEP 3 TYP. EXTERIOR GARAGE 4 TYPICAL EXTERIOR s TYPICAL BUILT-UP b TYPICAL PRE-FAB TYPICAL STRAP 6 c N GRADE BEAM e GRADE BEAM e GRADE BEAM e WALL GRADE BEAM e GRADE BEAM e SLAB e METAL FIREPLACE HOLDOWN DETAIL "SIMPSON"STRONG-WALL, 7 EXTERIOR OL OF ANCHOR #4 MINIMUM HARDY PANEL OR MvmNn MINIMUM 0 O p0 CONSTRUCTION TOP OF EXTERIOR SEE ARCH. TJ SHEAR PANEL PER cpxui[INIMUM o PROVIDE(1) #4 BAR 2x EMBED- cn rn JOINT UPPER SLAB DOWELS BEAME GRADE DWGS. TYP. Tpp ;,, SECTION CURBIDE STRUCT VERIFY BOLT TYPE/ t� c ANCHORS PR o MEANT +12" LONG S OPTIONAL BEAM -71 & EMBEDMENT WITH NSTNL NDTnveNs O Ln O s I 1/2" DIA. STRAND I BOT. • MANUFACTURE SPECIFICATIONS �CORNER DISSTANCCEEE "' C' _ __ 6"TYP. PLAN r VARIES W 1V, PER MFGR.CATALOG 3 i 2' 1 2" DIA. STRAND WHEN CURB HEIGHT EXCEEDS o ' / / I -- -- I I 12, SEE ARCH. CURB 55""ABELOW a o .- AND/°R STRUCTURALErNI_5 ® MID HT. _ VIEW �¢ I AND R as OMENTS nlal #4 X 4'-0" 'L'W OR 6" MIN. I I as0 REouIREMENIS. 3 1/2" 1v m I 5„ gLpg I _-� I FINISHED FLOOR W/ #3 TIES c� �6•_0„ TYP I I f 5" LEGS TYP. SLAB ALL CORNERS AS I ` IL__- TOP OF SLAB TOP OF GRADE I I AROUND BARS/BOLTS ® 4 w -J I O #4 CONT. SHOWN ON O.C. ® BOLT EMBEDMENT m I #4X4'-0" 12" PLAN I �I -_ I AREA m FSEE SEE OR ARCH DIAGONAL STEP OF OF ANCHOR - STRAND TO BE PLAN VIEW I SEE ARCH. & upll�ll= o 2'-0" STRAIGHT TOP OF SLAB STRUCT. FOR Ilbl _ � w j WATER- BEYOND � SIZE ANDI LOCATION #4 EQ Q u ° PROOFING #4 TOP I DOWELS nclllalla�ll o - i0 ¢ TOP OF B"MIN. & SOT. I - 1/2" DIA. STRAND 10 i`+ TOP _� z a LOWER #4 ® 18' O.C. L I & SLAB EACH WAY SEE PLAN ---'111���--��� SOT. 3'-0" w o O 1/2" DIA. r-- -- I 1/2" DIA. I I SEE W OUIUNE of VA I w N STRAND 6" MIN. STRAND STRUCT. TYPICAL ni�li a� j o z #4 CONT. 1'-0" 1 2-0" ALIGN W/ 12" MAX. 1/2" DIA. STRAND I 1 UP TO LEG OFFSET 72" WIDE RIBS rL WHERE APPLICABLE i DWGS. EXTERIOR Q 2'-6 IF POSS. i° SON STRAND ON PLAN �� GRADE ❑GIOII�II OPTIONAL ISOLATED -- m I�Ir II-II" 1/2" DIA. I THIS DETAIL APPLIES TO ALL OUTSIDE CORNERS BEAM 2X4 STAMPED TIE _ w Q r7 I I STRAND g•_p• WITH THE EXCEPTION OF DETAIL 10/PTD 5" 12" 5" KEY & ROUGH BEAM ETAILS (� U U) 12 UNDISTURBED SURFACE SEE FORBASI P.IIIEE MIN. SOIL BEARING qr nsons AND Lli LLJ PLAN VIEW SECTION PLAN VIEW ELEVATION SURFACE TYP. ELEVATION REQUIREMENTS. Q TYPICAL VERTICAL TYPICAL SMALL o TYPICAL STEP a TYPICAL OUTSIDE CORNER 2 TYPICAL ISOLATED 3 TYPICAL ISOLATED 4 GARAGE CURB DETAIL y EXTERIOR & INTERIOR HOLDOWN b 0 I- 0 OFFSET e HORIZONTAL OFFSET e e e ANCHOR LOCATION e) GRADE BEAM AT SHEAR PANEL e HDA & MTT TYPE HOLDOWNS z I- = W PLACING OF STRANDS AND ANCHORAGES CONCRETE 1. LAY OUT BULKHEAD BY LOCATING THE CENTER OF THE STRAND PER THE DIMENSIONS 1.ALL CONCRETE SUPPLIED SHALL BE A MINIMUM TYPE II WATER/CEMENT RATIO (.55 MAX) 6. MEASURE FINAL ELONGATION. IF SEATING LOSS HAS BEEN EXCESSIVE, RETENSION STRAND 6. REFER TO SOILS REPORT FOR SAND AND VISQUEEN REQUIREMENTS. J OF THE STRAND PLAN. (NOTE: BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY, GAL/SK 6.21 (34 GAL PER BATCH), 5.48 SACK CONTENT, FLY ASH CLASS F MAXIMUM TO GREATER ELONGATION AND RE-SEAT GRIPPERS. 7. POST-TENSIONING Q Q w THERE IS NO TENSION ON THE STRANDS UNTIL THE CONCRETE IS POURED.) 10%, ENTRAPPED AIR 1.25%, AGGREGATE SIZE MAXIMUM 1", COMPRESSIVE STRENGTH 7. RECORD GAUGE PRESSURE AND ELONGATION. A. STRESSING RAMS SHALL HAVE BEEN CALIBRATED. 2. MARK'LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF STRAND CENTERLINE SHALL BE A MINIMUM 3000 PSI AT 28 DAYS, SLUMP SHALL BE 4" (f1"). 8. MOVE THE 3-POSTION VALVE TO THE OTHER OUTLET AND ACTIVATE THE PUMP THUS B.TENDON STRESSING SHALL BE PERFORMED BY FACTORY TRAINED PERSONNEL OF PER DETAIL 1/PTO AND DRILL A 3/4" DIAMETER HOLE IN BULKHEAD UNLESS RETRACTING THE MAIN RAM. THE PLACING CONTRACTOR. W OTHERWISE NOTED. 2. PLACEMENT SHALL BE IN ONE CONTINUOUS OPERATION UNLESS OTHERWISE SPECIFIED 9. TO RELEASE JACK FROM STRAND, PUSH FORWARD ON JACK AS RAMS RETRACT. C.THE DEPUTY INSPECTOR SHALL SUBMIT A REPORT TO VERIFY THAT ACTUAL TENDON z ELONGATIONS ARE IN ACCORDANCE WITH APPROVED PLANS. z 3. LAY ALL THE STRANDS IN ONE DIRECTION, THEN LAY ALL THE STRANDS IN THE OTHER AND SLAB SURFACE SHALL BE CURE WITH AN APPROVED ASTM 309 SPECIFICATION 10. DEPUN INSPECTION REQUIRED. W DIRECTION. REFERRING TO THE PLAN, SELECT INDIVIDUAL COLOR-CODED COILS OF PRODUCT OR EQUAL. 8. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM SIZE OF 5/8" AND WITH 3/16" THICK V,_J Q STRAND AND UNROLL THEM IN PLACE, BEGINNING AT THE DEAD-END. IF THERE IS ONE, 3. CONCRETE SHALL BE UNIFORMLY CONSOLIDATED AROUND ANCHOR STRESS CHECK 2"x2" PLATE WASHER PER UBC SECTION 1806.6.1. U AT LEAST 18" OF STRAND MUST PASS THROUGH THE BULKHEAD AT EACH STRESSING 4. A MINIMUM OF THREE (3) CYLINDERS PER SLAB SHALL BE TAKEN TO DETERMINE OCCASIONALLY IF WILL BE ADVISABLE TO USE A GAUGE READING TO CHECK THE FINAL 9. ALL HOLDOWNS, ANCHOR BOLTS AND STRAPS MUST BE TIED IN PLACE PRIOR TO END. CONCRETE STRENGTH. ANCHOR FORCE IN THE STRAND. THIS IS DONE AFTER THE GRIPPERS ARE SEATED BUT FOUNDATION INSPECTION AND POURING CONCRETE. Q 4. PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS 5. PRIOR TO STRESSING TENDONS, THE FOUNDATION CONCRETE IS UNREINFORCED. IN ORDER THE JACK IS REMOVED FROM THE STRAND. ACTIVATE THE PUMP, REAPPLY TENSION TO 10. POST-TENSIONING SHOP DRAWINGS ARE ONLY FOR STRAND PLACEMENT AND TIGHT INTO BULKHEAD. 16D RING SHANK RECOMMENDED. TO MINIMIZE CONCRETE SHRINKAGE CRACKING THE CONTRACTOR SHALL CONFORM TO THE THE STRAND. WATCH THE GAUGE CLOSELY AS THE PRESSURE RISES. AT SLIGHTLY ABOVE STRESSING DETAILS, AND ARE TO BE READ IN CONJUNCTION WITH THE STRUCTURAL 5.TIE DEAD-END. IF ANY, IN PLACE APPROXIMATELY 3/4" FROM BULKHEAD. SUPPORT SO FOLLOWING: ANCHOR FORCE. THE GAUGE POINTER WILL SUDDENLY DROP BACK A LITTLE AS THE ENGINEER OF RECORDS DRAWINGS. THAT THE CENTER LINE OF THE ANCHORAGE IS APPROXIMATELY 3 1/2" BELOW TOP 1. CONTRACTOR IS TO USE AN ACI APPROVED METHOD OF CURING TO MITIGATE SUBSTANTIAL STRAND GRIPPERS ARE UNSEATED. THE PRESSURE AT THE BOTTOM OF THAT DROP 11. POST-TENSIONING SHOP DRAWINGS MAY NOT BE DRAWN TO SCALE AND ARCHITECTURAL „� C, OF SLAB. SHRINKAGE CRACKS. PROVIDE CURING METHOD TO FOUNDATION STRUCTURAL ENGINEER BEFORE THE POINTER STARTS TO RISE AGAIN, IS THE ONE WHICH INDICATES THE FINAL DRAWINGS MAY SHOW VARIATION FOR ALTERNATE ELEVATION DESIGNS. PLEASE VERIFY W x 6. AT STRESSING ENDS, REMOVE WRAPPING TO APPROXIMATELY 6" INSIDE THE BULKHEAD. FOR REVIEW PRIOR TO PLACING CONCRETE. ANCHORAGE FORCE IN THE STRAND. THE STRAND IS RELEASED TO IT'S SEATED POSITION ALL CONDITIONS BEFORE STARTING. °'�B R�'e DO NOT REMOVE GREASE. SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR 2. TENDONS SHALL BE STRESSED WITHIN 5 DAYS OF PLACING CONCRETE. CONCRETE SHALL BY MOVING THE 3-POSITION VALVE TO THE OTHER INLET. 12. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT LOCATION Of BULKHEADS, ° E "J- AND THROUGH THE BULKHEAD. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI PRIOR TO STRESSING TENDONS. OFFSETS AND OPENINGS, AND ANCHOR BOLT TIE DOWN LOCATIONS, AND VERIFY 3. WATER IN EXCESS OF THAT SPECIFIED BY MIX DESIGN SHALL NOT BE ADDED. SEALING STRESSING HOLES LOCATIO 7. STRAIGHTEN TENDONS, CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. NS IN THE FIELD. ss4 cNq PLACE SUPPORTS CABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. ALL CONCRETE SLABS-ON-GRADE CAN TRANSMIT WATER VAPOR AT RATES WHICH DEPEND 1. THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2" IN DIAMETER WHICH IS TO BE 13. INTERIOR AND EXTERIOR WALLS SHALL BE ANCHORED IN ACCORDANCE WITH THE °Fcai� _ 8. CHECK STRANDS FOR TEARS IN PLASTIC AND REWRAP IF TEAR IS LARGE (4" OR ON CONCRETE PROPERTIES AND WATER SOURCES. CONCRETE CANNOT BE MADE COMPLETELY FILLED AND SEALED WATER TIGHT. STRUCTURAL ENGINEER AND DRAWINGS. , \, IMPERMEABLE. IF VAPOR TRANSMISSION RATE NORMALLY ANTICIPATED FOR CONCRETE 2. USING A CUTTING TORCH, BURN OFF EXCESS STRAND 1/2" TO 3/4" BACK IN HOLE. 14. STRAND LOCATIONS SHOWN ON PLAN ARE FOR PLACING CONVENIENCE AND MAY VARY LONGER). AT DEAD ENO, CABLE MAY BE EXPOSED 18"t SPECIFIED IN THIS DESIGN IS UNACCEPTABLE, ADDITIONAL MEASURES SUCH AS TOPICAL BE CAREFUL NOT TO DIRECT FLAME ON GRIPPERS. USE A LARGE HOT FLAME AND BUT NOT EXCEED V-0" EACH DIRECTION. SEALANTS, SUBGRADE WATERPROOFING, ETC. SHALL BE USED. COMPLETE THE CUT AS QUICKLY AS POSSIBLE. 15. DEAD END AND STRESS END MAY BE REVERSED END TO END. RESTRICTIONS ON USE OF DRAWINGS 3. PAINT EXPOSED ANCHORAGE, GRIPPERS, AND STUB OF STRAND WITH RUST-O-LEUM 16. ANCHORS SHALL BE I.C.B.O. APPROVED #4597 OR EQUAL. REVISIONS BY THE ATTACHED SET OF DRAWINGS ARE COPYRIGHTED BY O'STRAND INC. AND ANY PREPARATION FOR STRESSING PRIMER OR EQUIVALENT. 17. NOTIFY THE POST-TENSION ENGINEER IMMEDIATELY OF ANY DEVIATION IN ELONGATIONS _ UNAUTHORIZED COPY OR REPRODUCTION OF THESE DRAWINGS, IN WHOLE OR IN 1. REMOVE POCKET FORMER. 4. USING A STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND, PACK HOLE AND BEYOND ALLOWABLES (f7%). ONS FROM SOILS ENGINEER PRIOR TO 1. PART, IS PROHIBITED. BY RECEIVING AND RETAINING THESE DRAWINGS, THE 2. CHECK INSIDE EACH POCKET HOLE, MAKING SURE THAT EXPOSED PORTION OF FINISH SURFACE TO DESIRED TEXTURE TO MATCH SLAB. 18. OBTAIN APPROVAL IN MINIMUM DIMENSI RECIPIENT AGREES TO RESTRICT HIS USE OF SUCH DRAWINGS TO THE LIMITED ANCHORAGE IS CLEAR. IF A FILM OF CEMENT PASTE HAS INTRUDED, REMOVE IT WITH A CONSTRUCTION. PURPOSE OF REVIEWING THE INFORMATION PRESENTED THEREIN AND SPECIFICALLY SCRAPPER OR SCREWDRIVER. TECHNICAL NOTES 19. ALL PLACEMENT BASED ON THESE PLANS SHALL BE BY O'STRAND INC. AN AN 2• AGREES NOT TO USE SUCH DRAWINGS FOR THE CONSTRUCTION OF THE SUBJECT 3. INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. STRANDS SHALL CONFORM TO ASTM A-416 APPROVED DESIGNEE. MATTER SET FORTH THEREIN, UNLESS SUCH RECIPIENT FIRST OBTAINS THE EXPRESS 4. PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB, OR AT A CONSTANT PROPERTIES OF 7-WIRE STRAND 1/2"0 20. ONLY THOSE DETAILS CALLED FOR ON SUBSEQUENT DRAWINGS APPLY. 3. WRITTEN AUTHORIZATION OF O'STRAND INC. THE RECIPIENT SHOULD IMMEDIATELY DIMENSION FROM THE EDGE OF THE SLAB. A YELLOW CRAYON AND WOODEN P (ULTIMATE) 270 KSI 21. THE CONCRETE AND FRAMING CONTRACTORS SHALL COORDINATE THEIR WORK. RETURN THESE DRAWINGS TO O'STRAND INC. IN THE EVENT THAT HE DOES NOT CARPENTERS RULE ARE RECOMMENDED. AREA-SQUARE INCHES 153 22. THESE DRAWINGS COMPLY WITH THE 1997 UBC. 4. INTEND TO COMPLY WITH THE FOREGOING. F (ULTIMATE) - POUNDS 41,3000# 23. AN UNDERLAYMENT OR SLIPSURFACE SHALL BE APPLIED ON THE POST-TENSION SLAB STRESSING REQUIREMENTS E-PSI 28,800,000t ON AREAS WHERE HARD SURFACE FLOORING MATERIALS ARE TO BE UTILIZED. 5 1. STRESSING SHALL NOT TAKE PLACE UNTIL CONCRETE HAS ATTAINED A STRENGTH OF MAXIMUM FORCE (.8FSU) TO OVERCOME FRICTION 33,000 24. ANY ADDITIONAL REINFORCING REQUIRED, FOR HOLDOWNS OR OTHER EMBEDDED 2000 psi AS DETERMINED BY STANDARD CYLINDER TESTS. CONCRETE STRENGTH MAXIMUM ANCHOR FORCE (.7 FSU) 28,900 ITEMS, NOT SHOWN ON PT DRAWING SHALL BE SUPPLIED BY OTHERS. REQUIREMENTS ARE DETERMINED BY ENGINEER'S SPECIFICATIONS. 0= ELONGATION 25. IF THE CHLORIDE LEVELS IN THE SOILS REPORT ARE MODERATE, SEVERE OR VERY 6• 2. STRESSING JACK SHALL BE POWERED BY ELECTRIC HYDRAULIC PUMPS AND BE EQUIPPED UNIT ELONGATION PER FOOT (PA POUNDS) (12 INCHES) .081 SEVERE, PROVIDE ON ENCAPSULATED TENDON SYSTEM PER PTI "SPECIFICATIONS FOR WITH AN ACCURATE PRESSURE GAUGE (GEUCOID TYPE RECOMMENDED). HAVING A 3" AREA E UNBONDED SINGLE STRAND TENDONS". JOB No. MINIMUM DIAL FACE AND READING NO MORE THAN 100 psi PER INCREMENT. 26. USE "SIMPSON STRONG TIE" ROOF TRUSS CLIPS STC/STCT/DTC FOR BRACING OF ALL 814 PEfZFO1ZMANCE PLUS ST RESSING OPERATION GENERAL NOTES ROOF TRUSSES TO NON-BEARING WALL. COORDINATE LOCATION OF NON-BEARING PRAWN 1. THIS IS TO CERTIFY THAT THE SLAB FOUNDATION DEPICTED HEREIN HAS BEEN WALLS WITH ARCHITECTURAL/STRUCTURAL PLANS. T. LEE 1. MAKE SURE THAT BOTH THE MAIN RAMS IN THE JACK AND THE SMALL RAMS IN THE DESIGNED IN ACCORDANCE WITH SOILS REPORT RECOMMENDATIONS. THE SOILS REPORT CHECKED 9 9 HYDRAULIC SEATING ATTACHMENT ARE FULLY RETRACTED. GOVERNS. SOILS REPORT #J,N: 1216.00 8/13/04 BY ALBUS - KEEFE & ASSOCIATES A. OSTRANDER RErIEw O REVISE AND RECLI 2. POSITION THE TWIN RAM JACK BY PLACING IT UNDER THE STRAND AND LIFTING UNTIL THE STRAND DROPS INTO THE SPACE BETWEEN THE JACK GRIPPERS, AND MOVING IT 2. SILL ANCHORAGE PER ARCHITECTURAL PLANS. THICKENED SLAB AS REQUIRED FOR pA4 REJECTED FURNI5H AC CORRECTED FORWARD INTO THE POCKET HOLE UNTIL THE NOSEPIECE CONTACTS THE ANCHORAGE. PTI 10 04 04 - -.-•: :.:--e.;,_s„;r s:,.•awL"a3m-I„a le.-e.:-r.ell 1m 1 WITH ONE THUMB ON EACH JACK GRIPPER, PUSH THEM FORWARD UNTIL THEY CLOSE CONCRETE COVERAGE U ANCHOR BOLTS PER UBC WHERE OCCURS, AND IN r ACCORDANCE WITH STRUCTURAL DRAWINGS FOR THE PROJECT. THE CONCRETE SCALE ON THE STRAND. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOLTS, TIE-DOWNS, POST-ANCHORS, ETC. TUTS SHEET 3. POINT THE HANDLE OF THE 3 POSITION VALVE TOWARD THE OUTLET WITH TWO HOSES. ON THE ARCHITECTURAL PLANS PRIOR TO COMMENCING WORK AND BE RESPONSIBLE DESIGN ONE OF THE HOSES WILL HAVE A HAND-OPERATED VALVE AT IT'S CONNECTION. MAKE FOR SAME. SURE THIS VALVE IS CLOSED. 3. UNLESS OTHERWISE NOTED, STOOPS, PORCHES, AND OTHER ATTACHMENT SHALL BE N o 7 4. ACTIVATE HYDRAULIC PUMPS AND STRESS TO DESIRED ELONGATION PLUS SEATING LOSS, CAST INDEPENDENT OF THE POST-TENSIONED SLAB. r r,,, .P o.hoi. BUT NOT TO EXCEED 0.80 F'S. 4. DRAINAGE: ALL SURFACE WATER MUST DRAIN AWAY FROM SLAB AND NO POOLING WILL FOR MEDIUM E.I. AND BELOW P T D __. . ..:.d...e .. +o..ru 5. OPEN THE HAND OPERATED VALVE ALLOWING PRESSURE TO FLOW THROUGH THAT HOSE BE ALLOWED NEXT TO FOUNDATION. TO THE SMALL RAMS IN THE HYDRAULIC SEATING ATTACHMENT. THIS WILL SEAT THE 5. THE SOIL UNDER PERIMETER BEAMS AND SLAB SHALL BE NEAR OPTIMUM MOISTURE GRIPPERS INSIDE THE ANCHORAGE. PRIOR TO CONCRETE PLACEMENT, AND SHALL BE VERIFIED BY SOILS ENGINEER, IN -THE ENGINEER'S STAMP PLACED HERE IS FOR THE DESIGN T 5y ppyo,10/'3/.04 WRITING, PRIOR TO E.M.A. INSPECTION. S THE POST-TENSIONING FOUNDATION SYSTEM ONLY, SEE STRUCTURAL ENGINEER'S DRAWINGS FOR COMPLETE DESIGN. Yddbb l9ZlbplLL10I-dIIO-"dIX- NOI 5: COOPI71NAT5&. MAI,5 WITH Al TM5 MIR TO 5MN6 o PEREOR:MANCE PLUS CON5TRUCION, engineerin0,inc. 1 5" CONCt�TE51A13, _ I� y}�FOP, y� /,I,In I�In Gnu I�G I�G/7 I I�G 6, 5f:5 NOTES ON X REi",EWED REVI5E AN:'RE5UBMIT 2: 5�E 501.5 fV�l'Of�l Of�SNVV AIVV UI�,(LA.I�N f�l.l,(IAFI�M�N�S: R J CTFD URNISH F CORRECTED 7, 5�5 ANCHOp 601,T/HOLPOWN 5CH5 21l ANP COMMAS WITH 3, 5E5 AP.CH,/5TRUCT:FOP ANCHOk DOIJ5,ll�POWI P05T MICH./5TKUCT.5H�ff 51-1 MCHq� r P n p1;�5 10N5,�501?p 5 ANP ALI�OTH' P0P5 T POP CH ST�t'S, 8. ANY ADDITIONAL REINFORCING REQUIRED, FOR o HOEDOWNS OR OTHER EMBEDED ITEMS, NOT SHOWN h: 5�E AP.CH,/5TRUCT:POP,EXT OOF P05T-FA195,WN,1.5 MP N.I. ON PT DRAWING SHALL BE SUPPLIED BY OTHERS. 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DATE N cilP,2 PI ACES) I �I� A ------------ 10 08 04 __——____—__ 8 I —__————————— — - B l 6 6 S.trr 5LA1 P�M 2 80-� P05f-1'fN510N 5�A� FLAN 2 80-A P T1 �1'I n�51GN Wd Lb 09 Z l b011 UO l-d Il'0-.d "J NOTES 5, COOPWINAS&l nML5 WITH ALL VAP7 5 POOP,TO 5MN6 $ 1 „ CON5T?,UCVON. 1, 5 CONCI;�TF 5LA13, o 2, 5�E 501L5 PVOkf FOP 5ANP ANP V15QVN kWUMMT5, 6, 5��NOTES ON pT-f7, 7, 5��ANCHOR BOLT/HOLt M 5CH�PLILF ANP C00221NAT�WITH 5. 5��ARCH,/5TPLICT,FOP ANCH01;POLT5,M POWN5,P05T ARCH./5TpUCT:5H�FT 52-1 a ANCHOt 5,PIWN51ON5,FPAMIN6h�PJAT105 FRICH 5V51 t7 P' 551ON5,%,OP�5 ANP&L 6THl ,P7 f IL5: 8. ANY ADDITIONAL REINFORCING REQUIRED, FOR o 0 HOLDOWNS OR OTHER EMBEDED ITEMS, NOT SHOWN 4. 5��ARCH,/5VUCT.FOP,MOOF P05T-PA125,WA15 ANP Al ON PT DRAWING SHALL BE SUPPLIED BY OTHERS. C "FERFORMANCE PLUS zcn engineering,inc. o 18 REVIEWED REY15E P,4r RE5'�,'91A'i = � REJECTED ,, FURN'SH A5 CORR=C'E'v :.: .•.:>.-, aa:',r c� p .ax•?m a ..rrri,:�; . ....,. 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