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HomeMy WebLinkAboutLANGSTAFF ST 412 P: CURRENT ABC INVESTMENTS 10—SITE UNIT A REVISIONS BY LIVING AREA 1600 SQ. FT. BUILDING CODE I, BUILDING ZONE HIGH DENSITY PORCH 240 SQ. FT. LOT 12 CONSTRUCTION TYPE r' ?� BUILDING V—NR 1997 UNIFORM BUILDING CODE /pE UNIT B BLOCK GARAGE V—NR 2000 UNIFORM MECHANICAL CODE xr f LIVING AREA 750 SQ. FT. TRACT OCCUPANCY 2000 UNIFORM PLUMBING CODE r � GARAGES 934 SQ. FT. BUILDING R-3 2001 CALIFORNIA BUILDING CODE/! / MAP BOOK GARAGE U-1 2001 CALIFORNIA MECHANICAL CODE l; 1/ i, PAVEMENT AREA 2696 SQ. FT. CITY LAKE ELSINORE j 2001 CALIFORNIA PLUMBING CODE ,�- %�� kr 2002 NATIONAL ELECTRICAL CODE j 1 NUMBER OF STORIES t11 rLA IjZA ff, SrT �i a - t COUNTY RIVERSIDE 2004 CALIFORNIA ELECTRICAL CODE NET. SQ. FOOTAGE 9000 SQ. FT. BUILDING 2 < 2005 T-24 ENERGY REG. STATE CA. GARAGE 1 1-14 a fy GROSS SQ. FOOTAGE 9000 SQ. FT. g r F Q � r A.P.N. 374-061-005 to Fes-NV 32 % LOT COVERAGE z IL �0 V I G I N 1 TY MAP BUILDING SUMMARY LE&A DESCRIPTION BUILDINGNLYS I S z iO z r=z<11U� VACANT LOT HD SHEET INDEX 7WR UGHT IRON FENCE 6HEIGHT DECORATIVE RETURN WALL WOOD FENCE 6'HEIGHT PLACED INSIDE PROP.LINE TYP. I50.OG — — )ILEv 1L. Jdl NEW DRIVEWAY ��tG BUIL DIN\7-trmt - _ 1 - 26.1%COVERED 15Y PAVEMENT - PARKING _ O V 30'_O„ ' PERMITi # y PROPOSED RES I DNr E T°r`PE BUN6ALOI�I a M I � - NG 2 pp 71 AP : R® t-OL.i O(Q r O� 2Q o y 0 1 TITLE SHEET � SITE PLAN 2 FLOOR PLAN UNIT A v PROJECTWILL BE UNIT A } ; - y - FLOOR PLAN UNIT E3 J GONNEc -D To sEwER Q /// �/A-ANT LOT °mK WQ W 9/,// w 1005gf S=1 FOUNDATION UNIT A,Ejua �/ O'ENSPAGE - 52G FRAMING UNIT A,�,. 100 SLIP N to W Q Q Q OPEN SPACE otu � Q Q Q SSC, ROOF � SEr r TION UNIT A,E3 m = IL y _ p _ � M 4 ELEVATIONS UNIT A � — ELEVATIONS UNIT A,E3 r PAD _ IT 11 7 - APPROVED 6 ELE(,_TRI(,-AL UNIT A,B POST W OUGHT IRON FENCE 6'HEIGHT WOOD FENGE 6'HEIGHT 150.00 FOR ERMIT ISSUANCE" �- t I V l 2 DECORATIVE RETURN WALL PLACED INSIDE PROF.LINE TYP. TE 0� FOUNDATION ON DETAIL TA 1�� pproyal T� FRAM I NO DETAILS �, o ese plans ave b r e ed for adhe to th APPm By. applicable codes n o mance.Aut A t6� i� *' NOTES: hereby granted a building perU=IV/ FRAM I N6, DETAILS approval., all pli a City agencies. I I 1� 1LJ JJ O� HD CONSTRUCTION COVERAGE 32% T The issu or anting of a perml(—1, on LANDSrAPE PLAN Z approval of these s shall not be construed to l0 Q Q AREA COVERED w permit or approve my violation or the eppll to � � � 26� = codes or ortlinatic No Permit presu�ed" ve DETAILS BY PAVEMENT a, y to violate cancel the provlsione or such — U1 < ((Do W codes<hall be valid. r _ TA L u Z COVERED BY LANDSCAPE 42% z s Q p fRVSS FABRICATION NOTES I ENERGY CALGS- z --- - A. SHOP DRAWINGS AND STRUCTURAL CALCULATIONS SHALL BE PREPARED BY THE FABRICATOR SUBMITTED PROJECT WILL BE (� N FOR APPROVALTOTHEARCHITECTORENGINEEKOFUC:ORDPRIOR TO BEING SUBMITTED FOR REVIEW CONNECTED TO SEWER O --1 N W TO THE BUILDING OFFICIAL SITE P L N B THE STRUCTURAL DESIGN OF THE TaA5E5 SHALL INCLUDE ALL DEAD AND HW LOAM REQUIREDBYTHE � N CALIFORNIA BUILDING CODE,INCLUDING FIRE SPRINKLER LOADS,HVAC EQUIPMENT LOADS AND ALL NO CURB,GUTTER,STREET LIGTHS. M N ly CHORD AXIAL LOADS DVE TO SEISMIC FORCES. SCALE: "-IO'-O" C. OF jUyiL NTILTHEAPPROVED RV5 P AN�AR OB_21LANPAVAALA AL.FQR INSPECTION WATE4 -SEWER L CONTRACTOR SHALL,PRIOR TO COMMENCEMENT OF WORK,FIELD VERIFY ALL REQUIRED CITY AND COUNTY LILENBE5 SHALL BE ALQUIRED AND P N'ER'OR WALL AND LEIL N6 FINISHES SHALL NOT EXCEED FLAME SPREAD THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF SYSTEM EVNIM I ALL EXISTING PROJECT CONDITIONS,INCLUDING DIMENSIONS AND UTILITY PAID FOR BY THE INDIVIDUAL TRADES. LLA551FILAT10V5 D CTATED BY ALL APPLICABLE WILDING CODES. HEADS,PLUMBIN6 LINES,AND VALVES 50 AS NOT TO BE IN CONFLICT 51315 CHANCY STREET LOCATIONS AND UTILITY SIZES. MST5T4-5145 AL AGUIRRE & ASSOCIATES INC. FIELD INFORMATION OF DISCREPANCIES SHALL BE RECORDED ON A ALL CONTRACTORS SHALL HAVE VALID CERT71CA ES OF WORKMANS 10.6YPSIJ11 BOARD AND 5U'51FENDED CEILING SYSTEMS SHALL CONFORM TO WITH OTHER SYSTEMS OR R,THE INTERIOR DECO AND 57ILL BE LOCATED REPRODUCIBLE DOCUMENT AND IMMEDIATELY TRANSMITTED TO ARCHITECT COMPENSATION ON FILE WITH THE APPROPIA-E AGENCIES. ALL_OCAL 60VERN VG BE LD'INS LODES AND ORDINANCE5. AS GOVERNED BY FIRE SPRINKLER CODES AND SYSTEM EN&INEERIN6. ELSINORE WATER DISTRICT 166P9 LAKESHORE DRIVE 2222 KANSAS AVE. SUITE D FOR PROJECT RECORD,COORDINATION,AND NECESSARY RESOLUTION 11.A.L WIT 6LA55 AND 6_AZIN6 STALL COMPLY H ALL APPLICABLE BIILDINS ORAWIN65 SHALL BE SUBMITTED TO ARCHITECT FOR RtVIEW OF THE LAKE ELSINORE,CA,P2530 PRIOR TO CONTINUING WITH WORK. S. CONTRACTOR SHALL A5515T OWNER IN 05TA'NIN6 FINAL APPROVAL OF CODES AS WB_L AS THE U S.LONBUMER PRODUCT SAFETY COMMISION, RIVERSIDE, CA 92507 LOCAL HEALTH DEPARTMENT AND THE TEMPORARY AND FINAL THE M LTCR'B COORDINATION A SYSTEM WITH THE DESIGN INTENT OF (R51/674210E CONTRACTOR SHALL VERIFY,AND BE ESPONSIBUB FOR,ALL WORK AND SAFE^' !NO,6 CHAFT A¢LPART 12 AL GLAZING MATERIALS(4T FR, THE PROJECT PRIOR TO INSTPLLATION. TEE. (951) 684-433 • CERTIFICATES OF OCCUPANCY.MATERIALS-INCLUDING THOSE FURNISHED BY'SUBCONTRACTORS. 13516 TI':E 40.b.GhAPTE¢II,PART 1201). b.CONTRACTOR SHALL PROVIDE BACKING FOR SUPPORT OF 15.FIRE SPRINKLERS SHALL BE AUTOMATIC TO PROVIDE 100%COVER46E UTILITY COMPANIES FAX: (951 684-4333 WRITTEN RIANIN 10N5 TAKE NNE ANY PRECEDENCE OVER SCALED 51ZE5;DO NOT 12.P°=5,LOhDU'.'S;O¢CULTS E%DEEDING ONE THIRD OF THE SLAB OR VERIZON ALL WAIL,CEILING,AND PARTITION 1N-AND ITEMS OHS.AS AND SHALL COMPLY WITH THE REfAMENDATIONS OF THE NATIONAL SCALE DRAWINGS TO ANY DISCREPANCIES, ANY LOCATIONS. THE ARCHITECT MELESS-ECKNESS SHALL NOT D.PEALED O ISCHA ICAL CONCRETE (BOO)483-4000 LI6MT FIXTURES,SHELVING,EOJIPMEN',AND TELEVI51045. U4LES5 SPECIFICA_L" DETAILED. REFER TO MECHANICAL,ELECTRICAL, FIRE PROTECTION A550CIATION MFPAJ STANDARDS PAMPHLET NO.13 SHALL BE NOTIFIED OF ANY DISCREPANCIES,PRIOR TO CONTINUING COORDINATE LOCATIONS AND REQUIREMENTS WITH-HE FLUME INS AND ST¢:JCTURAL DRAWIN65 FOR LOCATION OF SLEEVES AND (LATEST EDITION)AND THE OWNER'S INSURANCE AVERWRITER(5). WITH WORK, PLUMBING,MECHANICAL,ELECTRICAL DRAW N65. THE SAS COMPANY THIS RAN AND ANY ACLOMPANYINb DOCUMENT ARE THE WORK PRODUCT AND THE PROPERTY OF AGUIRRE DRAWN OTHER ACCESCRIES, 16.EXTERIOR OPENIN65 SHALL COMPLY WITH ALL SECURITY REOUIREMENIS (BOO)421-2200 C ASSOC, (HERE IN AF-ER CALLED'THE COMPANY')AND MAY NOT BE USED,COPIED,OR REPRODUCED ROEERTO O. ALL DIMENSIONS ON PLANS ARE TO CENTER LINE OF WALLS/COLUMNS, T, IT SHALL BE THE RESPON5ABILITY OF THE CON'RACTOR TO LOCATE ALL AND FACE OF STUD IF.0.5)OR FACE OF MASONRY(F.O.M),UNLESS EXISTING UTILITIES,KEENER SHOWN HEREIN:¢NOT,AND TO PROTECT 13.CONTRACTOR SHALL REFER TO AND CONFORM WITH ALL FINDIN65 AND AS OUTLINED IN ALL LOCAL BUILDING LODES AND ORDINANCES. SCE WITHOUT THE WRITTEN PERMISSION OF THE CONP.ANY. THESE BANS AND ANY ACCOMPANYING RECOMENC.4TIONS SET FORTH IN THE SOILS REPORT. THE ARCHITECT (BOO)655-4555 DOCUMENTS OR PROPOSA_S SHALL BE-AID FOR AS A WORK PRODUCT FOR A PRICE A6R.MD UPON. CHECKED HERWSE_ NOTEV OT THEM FROM DAMAGE. THE CONTRACTOR 5HA_L A"BEAR A E%PENSE FOR ACCEPTS NO RE5'OVSABLITY FOR TH EACCVRACY OF THE FINDINGS IN IT.ACCURATE A5-WILT ORAWIN66 SHALL BE 6ENERATED BY CONTRACTOR DELIVER"OF THIS PLAN AND ANY ALLOMPANYIN6 DOCUMENTS TO THE OWNER OR HI5 CONTRACTOR 15 THE REPAIR OR REPLACEMENT OF UTIL TIES AND ALL C-HER PROPERTY THE SOILS REPORT.NOR FOR THE FINAL RECOMMENDATIONS. DURING CONSTRUCTION AND SUBMITTED TO OWNER I1PON COMPLETION CONDITIONED UPON THE ABO'✓E I;NDERSTANDIN6 AND ANY VIOLATION OF 7HI5 CANDITION MAY BE AL 2.ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL DAMAGED BY OPERATIONS IN CONJUNCT ON'WITH EXECU-ON CF WORK. OF FINAL"CH LIST,BUT PRIOR TO REQUEST FOR FINAL PAYMENT. TELEVISION CABLE RATE APPLICABLE BUILDING LODES,THE AMERICANS WITH C15ABILITIES ACT, ENJOINED ON/OR REORE55ED IN DAY46E5 IN AN'COURT HAVING JURISDICTION OF THE SUBJECT MATTER. A5 WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES. B.CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE NOTIFY THE SOILS EN61NEER FOR IN'STRJCTIONS PRIOR TO CONTINUING IB.ROOF OBSTRUCTIONS SUCH AS TELEVISIONS ANTENNA,SOLAR PANELS, COMLAST GABLE DIMENSIONS,YFA5JR`_MENT5,AND LOCATION OF PRESENT OR FLIRF05E PLUMBING,ELECTRICAL,AND II-20-06 WITH ALL APPLICABLE BUILDING CODES. WORK SHOULD AN"U4JSJAL LONDIT ONS BECOME APPARENT BURINS AND 6VY WIRES SHALL NOT Be LOCATED OR INSTALLED IN SJCH A 556 BIRCH STREET OTHER FACIL TIES ARE A_L REPRESENTED ON-HE BASIS OF THE BEST INFORMATION AVAILABLE AND 3. ALL ELECTRICAL,MECHANICAL,AND PLUMBING WORK SHALL CONFORM A TO THE REQUIREMENTS OF ALL LEGALLY LONTIMED AUTHORITIES CONTRACTOR OR FOUNCAT'�ON CONSTRUCTION, WAY AS TO PREVENT FIRE DEPARTMENT ACCES OR EGRESS IN THE LAKE ELSINORE,LA.92530 ARE SUBJECT TO VERIFICATION. PROPOSED OU7_ET5 AND FACILITIES MAY BE SUBLET TO CHANGES IN SCALE CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING,BUT NOT 14.AUTOMATIC FIRE SPRINKLER 5Y5'EM DES DESIGN AND INSTALLATION 15 THE EVENT OF A FIRE. (H06)255-STB9 PLANS,OR WORK TO BE DONE.BEYOND COMPANY CONTROL.THE COMPANY MAKES NO REPRESENTATION I' HAVING JURISDICTION. LIMITED TO,SHORING,BRACING,AND ALL OTHER SUPPORTS(INCLUDING COMPLETE'DES16N-WILD'RESPONSABILITY OF CONTRACTOR.PRIOR AS TO THE ADEQUACY OF 5ULN OTHER FACILITIES OR THEIR COMPLIANCE WITH APPLICABLE CODES AND J'9 W 4. THE GENERAL WILDING PERMITS SHALL BE PAID FOR BY THE OWNER TO INS-ALLA-ION,SUBMIT T O THE ARCHITECT FOR REVIEW,COMPLETE ORDINANCES. AND SECURED BY THE GENERAL CONTRACTOR. ALL OTHER REQUIRED INTEGRITY OF THE WILDING. FIRE 5-RNKLER B"STEM PRANIIN65 WITH APPROVALS BY ALL AGENCIES PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR ENGINEERING OF SYSTEMS)NECESSARY TO MAINTAIN OVERALL STRUCTURAL SUBLONT1k4LTOR DIRECTLY RESPONSIBLE ALL DEMOLITION AND CUTTIN6 SHALL BE PERFORMED IN A MANNER AND BY METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK. I shall mitigate any flooding and/or erosion downstream caused by development REVISIONS BY CITY OF LAKE ELSINORE 22.Ilte applicant shall be required to remove and replace any fencing that is in ENGINEERING DIVISION of the site and/or diversion of drainage. CONDITIONS OF APPROVAL poor condition.It will be the responsibility of the applicant to contact the GENERAL FLOODING effected neighboring property owners. If the existing fencing is in good PROJECT NAME: MINOR DESIGN REVIEW OF A SINGLE- condition,this requirement may be waived per the approval of the Community 42.AII Public Works requirements shall be complied with as a condition of 64.Part of this lot is within the 100 year flood plane,the minimum finished grade FAMILY RESIDENCE LOCATED AT 412 Development Director or Designee. development as specified in the Lake Elsinore Municipal Code(LEMC)prior to elevation of the house floor shall be 1267'above sea level. LANGSTAFF STREET(APN:374-061-005) building permit. FEES 23.The applicant shall provide a flat concrete pad a minimum of 3'-0"by 7'-0" GENERAL CONDITIONS adjacent to the dwelling unit.The storage pad for trash barrels shall be 43.The applicant shall submit a "Will Serve" letter to the City Engineering concealed from public view. Division from the applicable water agency stating that water and sewer 65.The applicant is to pay all Capital Improvement and Plan Check fees(LEMC arrangements have been made for this project and specify the technical data for 16.34).The current traffic mitigation fee is$1,369.00;the current drainage fee e applicant shall defend(with counsel acceptable y the City),indemnify,and is$359.00 (Nichols Street SE. Dist.) and the current TUMF amount is hold harmless the City,its Official,Officers,Employees,and Agents from any 24.The shall submit a check in the amount he check made payable to the the water service at the location,such it water pressure and volume etc $9,693.00.The amount of fees shall be adjusted according to the fee schedule claim,action,or proceeding against the City,its Official,Officals,Employees, County of Riverside for a Notice of Exemption.The check shall be submitted to Submit this letter prior to applying for a building permit. � or Agents to attach,set aside,void,or annul an approval of the City,its the Planning Division for processing within 48 hours of the projects approval. current at the time of payment. advisory agencies, appeal boards, or legislative body concerning the 44.Artangements for relocation of utility company facilities(power poles,vaults, or future off-site public f The applicant is to provide in-lieu payments commercial project,which action is bought within the time period provided for 25.The applicant shall place a weatherproof 3'x 3'sign at the entrance to the etc.)out of the madway or alley shall be the responsibility of the property 66. in California Government Code Sections 65009 and/or 66499.37,and Public project site identifying the approved days and hours of construction ction activity and meet or his agent. improvements prior to building permit.(Res.payments In-lieu payment shall be Resources Code Section 21167.The City will promptly notify the Applicant of a statement that complaints regarding the operation can be lodged with the City calculated by developers engineer or architect and submitted for city engineers any such claim,action,or proceeding against the City and will cooperate fully of Lake Elsinore Code Enforcement Division(951)674-3124. 45.The applicant shall provide fire protection access and facilities m required in approval.The estimate shall be based on current cost of street improvements with the defense. If the City fails to promptly notify the Applicant of any such writing by Riverside County Fire. from property line to centerline of the street within the property limits,plus a 26.The proposed second unit shall comply with all requirements and 15%added cost for engineering and construction administration. claim,or proceeding,the Applicant shall not,thereafter,be responsible to P P P Y 9 provisions of defend,indemnify,or hold harmless the City. Chapter 17.17(Second Units)of the Lake Elsinore Municipal Code. 46.In accordance with the City's Franchise Agreement for waste disposal& recycling,the applicant shall be required to contract with CR&R Inc. for STORNIWATER/CLEANWATER PROTECTION PROGRAM 2.The decision of the Planning Commission shall be final ten(10)days from the PRIOR TO THE ISSUANCE OF BUILDING PERMITS removal and disposal of all waste material,debris,vegetation and other rubbish ate of the decision,unless an appeal has been filed with the City Clerk's Office generated during cleaning,demolition,clear and grubbing or all other phases of 67.The City of Lake Elsinore has adopted ordinances for storm water management pursuant to the provisions of Chapter 17.80 of the Lake Elsinore Municipal 27.All walls and/or fencing need to be located off the property line and so construction. and discharge control. In accordance with state and federal law,these local Code. indicated on the construction plans.If the Applicant proposes to place any walls storm water ordinances Prohibit the discharge of waste into storm drain system and/or fencing on the property line he/she must submit a notarized agreement 47.All grading and street improvement plans submitted to engineering shall be or local surface waters. This includes non-storm water discharges containing 3.If the project proposes an outdoor storage tank,the applicant shall locate the between the subject property owner and the adjacent property owner to the drawn on 24"x 36"Myles and be set into City's specific border and title block oil,grease,detergents,trash,or other waste remains.Brochures of"Storm water Planning Department prior to issuance of a building permit. and include city specific general notes for grading or street improvements Pollution, What You Should Know" describing preventing measures are �ry unit within the side rear yards. location must within the front yard,the available at City Hall. I� applicant shall provide a methodd subject Pl of screening subject to the review and respectively. Digital files for the border and the notes are available by request approval of the Director of Community Development or his designee. 28.The applicant shall provide assurance that all required fees to the Lake Elsinore to"agutienez@Iake-elsinme.org".UnifiedPLEASE NOTE:The discharge of pollutants into street,gutters,storm drain School District have been paid prior to issuance of building permits, h itout Regional Water Quality Control Board permit or 4.Minor Design Review approval of asingle-family dwelling unit with a second STREET IMPROVEMENTS system,or waterways-w o unit located directly above the attached garages located at 412 Langstaff Street 29.The applicant shall pay park-ir lieu fees in effect at the time prior to issuance of waver-is strictly prohibited by local ordinances and state and federal law. (APN:374-061-005)will lapse and become void one(1)year of the approval building permits. 48.The applicant shall construct all public works improvements from property line date unless a building permit is issued and construction commenced and the to one foot beyond centerline of Langstaff Street(the minimum pavement ELSINORE VALLEY MUNICIPAL WATER DISTRICT project is diligently being pursued toward completion. 30.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee section shall be 3"Asphalt Concrete over 5"Aggregate Base)and pavement (MSHCP)Local Development Mitigation Fee(fee for density less than 8 du/ac) transitions(2.5"AC over compacted native base)per approved street plans 68.Water and sewer is available to the project.The applicant shall request a'will 5.All Conditions of Approval shall be reproduced upon page one of building prior to obtaining building permits. (LEMC Title 12).All plans shall be approved and signed by the City Engineer serve'letter for the service of water and sewer. \ Ib \y1Rl plans submitted to the Building and Safety Division for Plan Check. 31.Prior to the issuance of any building permit for the Project,the Developer shall prior to issuance of building permit(LEMC 16.34). COMMUNITY SERVICES DEPARTMENT 6.Prior to issuance of any grading or building permits,the applicant shall sign and enter into an agreement with the City and the Redevelopment Agency of the 49.A California Registered Civil Engineer shall prepare street and alley complete an"Acknowledgement of Conditions,"and shall return the executed City of Lake Elsinore to provide(a)15%of the units constructed in the Project improvement plans and specifications.All improvements shall be designed and 69.The applicant/developer is to pay park fees$1,600 per unit(1 unit @$1,600 original to the Community Development Department for inclusion in the case as affordable housing units in accordance with the requirements of Section Constructed to Riverside County Road Department Standards,latest edition,and each=$1,600). records. 33413(b)(2)of the California Community Redevelopment Law(Health& City Codes(LEMC 12.04 and 16.34).All street improvement plans shall show Safety Code Sections 33000 et seq.),or(b)an alternative equivalent action as existing and future profiles at centerline of street,at top of curb and at 7O.The applicant/developer is to comply with all NPDES storm water 7.All materials and colors depicted on the plans and materials board shall be used determined by the City which may include(without limitation)dedication of centerline of the alley.The profiles and contours shall extend to 50'beyond the requirements. unless modified by the Applicant and a vacant land,construction of affordable units on another site,or payment of an property limits on Langstaff Street centerline. Development Director or designee. approved by the Community in4ieu fee at the rate of$2.00 per fo uare- ot of assessable space for each 7LThe applicant/developer is to participate in the City-wide LLMD. dwelling unit in the Project.For purposes of this condition,"assessable space" 50.If the existing street improvements are to be modified,the existing street plans 8. All site improvements shall be constructed as indicated on the approved site means all of the square-footage within the perimeter of a structure, not on file shall be modified accordingly and approved by the City Engineer prior 72.The developer/applicant is to comply with all City ordinances regarding plan and elevations,with revisions as noted herein.The applicant shall meet all including any carport, walkway, garage, overhang, patio, enclosed patio, to issuance of building permit.An encroachment permit will be required to do construction debris removal and recycling as per Section 8.32 of the Lake required setbacks,and development standards pursuant to the High Density detached accessory structure,or similar area.The amount of the square-footage the work. Elsinore Municipal Code. (HD)zoning district of the Historic Elsinore Overlay District and Historic within the perimeter ofa residential structure shall be calculated by the building Elsinore Architectural Design Standards.Any revisions to the Minor Design department of the City in accordance with the standard practice of the City in 51.All work done under an encroachment permit for off-site improvements of 73.7he developer/applicant is to meet City, curb, gutter, and sidewalk Review attached hereto shall be processed in a similar manner as the original calculating structural perimeters. utility lines shall be delineated on the street improvement plans and approved requirements. Minor Design Review.All plans submitted for Building Division plan check 32.The applicant shall pay all applicable Library Capital Improvement Fund fee, and signed by the City Engineer prior to issuance of building permits. shall conform to the submitted plans as modified by the Conditions of 74.The City's Landscape Architect is to review all landscape and/or irrigation Approval. prior to the issuance ofa building permit. 52.The applicant shall pay all fees and meet requirements of an encroachment Plans. permit issued by the Engineering Division for Conswction of off-site public 9.All windows shall use foam surrounds and/or other architectural-type features 33.Prior to the issuance of a building permit, the applicant shall revise the works improvements(LEMC12.08,Res.83-78).All fees and requirements for approved by the Community Development Director or designee. construction plans to reflect that the proposed second unit does not exceed 800- an encroachment permit shall be fulfilled before Certificate of Occupancy. square-feet. I O.AII necessary exterior/ancillary equipment shall be effectively screened from GRADING public view.All proposed screening methods shall be reviewed and approved 34.The applicant shall revise the revised landscape plan to indicate that all ■` the Community Developer Director or designee. proposed trees will be a minimum of twenty-four inch(24")box in size,prior to 53.The developer shall obtain all necessary off-site easements for off-site grading yV 1 I.A11 roofing materials shall have minimum Class Fire rating,and so noted the issuance ofa building permit. from the adjacent property owners prior to issuance of grading permit approval. L CI on the construction plans,prior too the issuance ofa building 54 PRIOR TO THEISSUANCE OF CERTIFICATE OF OCCUPANCY .The applicant shall apply and obtain a grading permit with appropriate security N lding permit. prior to any grading activity. 'N I2.The Applicant is to meet all applicable City Codes and Ordinances. 35.The Applicant shall plant twenty-four inch(24")box street trees along all street t frontages selected from the City Street Tree List,a maximum of thirty feet(30') 55.A grading Plan stamped/signed by a California Registered Civil Engineer is lu 13.A cash bond of$1,000.00 shall be required for any construction trailers planed apart.Planting is subject to the approval of the Community Development required if the sum of the cut and fill in grading exceeds 50 cubic yards and the existing drainage flow pattern is substantially modified as determined by the PI...ing Commisam Approved on a site and used during construction. Bonds will be released after removal -Director or designee prior to issuance ofa Certificate of Occupancy. City Engineer.The grading plan shall show volumes of cut and fill,adequate Febrv.rr,6,2007 of trailers and restoration of the site to an acceptable state,subject to the 36.The applicant shall provide an irrigation contours and/or spot elevations of the existing ground as surveyed by a v approval of the Community Development Director or designee. gat system for landscaped areas onsite as licensed surveyor rt civil engineer.All contours shall extend to minimum of 15 nt O shown on the landscape plans.The irrigation system shall be fully installed and feet beyond property lines to indicate existing drainage pattern.The applicant 14.The Applicant shall comply with the City's Noise Ordinance.Conswction operational prior to the issuance ofa Certificate of Occupancy. shall apply and obtain a grading permit with appropriate security prior to activity shall be limited to the hours of 7:00 AM to 5:00 PM,Monday through grading permit issuance. V 1 to 37.The Applicant shall provide a min censor.The rain censor shall be installed � Friday,and no construction activity shall occur on Saturdays,Sundays or legal Prior to the issuance ofa Certificate of occupancy. 56.This property is within the Lake Elsinore specific bounds and therefore no 1" holidays. P PerY� P boundary � 0 import of soil is allowed at elevations below 1264.00. 38.A11 exposed slopes d excess of three feet tali in height shall have permanent IS.TheOrd Applicant shall comply with all requirements of the a nit Grading irrigation system and erosion control vegetation installed,as approved by the 57.The applicant shall provide soils;geology and seismic report,as part of this �{} W R.1 (t Ordinance. Construction generated dust and erosion shall be mitigated in City's Landscape Architect.A Planting and Irrigation Plan shall be submitted, report address the requirement of the Alquist-Priolo Earthquake Fault Zoning accordance with the provisions ri Municipal Code,Chapter 15.72 and using approved and planted prior to the issuance ofa Certificate of Occupancy.Fees Act.The applicant shall provide final soils report showing compliance with Q accepted control techniques.Interim erosion control measures shall be provided V thirty(30)days after the site's rough grading,as approved by the City Engineer. are required for review of plans and inspections. recommendations. 39.The building address shall be a minimum of four inches(4")high and shall be 58.The applicant shall provide erosion control measures w part of their grading 16.Any exterior air conditioning or other mechanical equipment shall be ground Apppt ,rURJ easily visible from the public right-of--way.Care shall be taken to select colors plan.The applicant shall contribute to protection of storm water quality and '4:+"`" f"" Q 11.1 mounted and screened so that they are not visible from neighboring property or - FOR PEBMII ISSUANCE ' .Z" Q 8e n t P Y and materials that contrast with building walls or trim.Installation of building meet the goals of the BMP in Supplement"A"in the Riverside County NPDES SCOTT FAZEKAS&ASSOCIATES,INC. public streets.Air conditioning units and related equipment may not encroach address shall be done prior to the issuance ofa certificate of occupancy. Drainage Area Management Plan. Z < Ck more than two-fee[(2')into the required minimum side yard setback. By f __DATE \n 40.The applicant shall meet all Conditions of Approval prior to the issuance of a 59.All grading shall be done under the supervision of a geotechnical engineer and lbese plans nave been revie,�+ed for adherence to the v N uJ 17.Garages shall be constructed to provide a minimum interior clear space of J y Certificate of Occupancy and release ofutilities. he shall certify all slopes steeper than 2 to 1 for stability and proper erosion applicable cedes and ordinance. Authorization Is twenty feet(20')xtwenty feet(20')for two(2)Cars and so noted on the plans. conwl a,ereby granted to issue a building permit pending � � 41.The applicant shall submit a written covenant to the Community Developer liproval by all applicable GAY agencies. (8.lan Applicant shall provide shrubs and plant materials he shown on the Department and signed by the record owner,which is to be recorded against the DRAINAGE The ism n e or grannnq of oparmlt based on landscape plan.Any changes to this plan shall be subject to the approval of the property.The written covenant shall require that at all times either the single- .a!,T•goal olr+nese plans sl�au t be construed to Community Development Director or designee. The landscape plan family unit or the second unit be owner occupied and shall prohibit the rental of 60.All on-site drainage shall be conveyed to a public facility,accepted by adjacent r��:Ana or a'p,o.. any vioiabon of the applicable improvements and plantings shall be full installed prior to issuance of n dinance. a:o pe:mu presumed to give Y P both units at the same time.It shay Curther provide that the second unit shall not property owners by a notarized letter of drainage acceptance,or conveyed to a .I to v i"n , cancel too pr.B..d of give Certificate of Occupancy.. be sold,or titled thereto transferred,separate an apart from the entire parcel. drainage easement. �d" shall be v„iid. 19.Planting within fifteen feet(IS')of ingress/egress points shall be no higher than The written restrictive covenant shall further require that the City be notified of sale or transfer of the property upon the close of escrow or prior to the effective 61.All natural drainage traversing the site shall be conveyed through the site,or 36 inches. date of transfer if no escrow is used. shall be collected and conveyed by a method approved by the City Engineer. 20.Dnys shall be constructed of concrete per Building and Safety Division standards. 62.All roof drains shall not be allowed to outlet directly through coring in the street 0 DRAWN curb.Roofs shall drain to a landscaped area.All driveways shall be sloped to e I.AII walls or fences located in any front yard shall not exceed thirty-six inches drain into landscaping prior to entering street facilities CHECKED �AeU1MG (36")in height with the exception that wrought-iron fences may be five feet(51) 63.The applicant is to submit Hydrology and Hydraulic Reports for review and DATE in height Chain link fences shall be prohibited. Plaoomg Commission Approved 8 February 6.2007 approval by City Engineer prior to issuance of grading permits.The developer oo-al-07 Pla rM Commission Approv Planning Commission Approved February 6,2007 February 6.2007 SCALE g 1/4-.I'-0" JOB NO. SHEET 3� REVISIONS BY CITY OF LAKE ELSINORE CITY OF LAKE ELSINORE CITY OF LAKE ELSINORE COMMLTMTY DFYE OPM NTD PARTM N OM tNtTY DEVELOPMENTD PARTM COMM tN1TYD F OPMENTD P RTMEM rr CONSTRUCTION PLAN COMMElNM FORA SFR @ I2 LANGSTAFF ST. -CQMR1JCn0N P•N QMMNIS FOR a SE9 r14 2 r NGST FF ST, CONSTRU PAGE 1 OF 3 PAGE 2 OF 3 CTION PUN COMMENTS FOR A SFR na 412 LANGSTAFF ST. PAGE30F3 the C—ruty Dcvolopmom Depacmtent has oa i—d the corsaau i—dtamiags ass—d 6.The applicant shall provide assurance that all required fees to the Lake Elsinore construction plans to reflect that the proposed second unit does not exceed 800 with dm above«f--d Ptoiea and provides the following commcnra.THESE ISSUESL Unified School District have been paid prior to issuance of building permits. square-feel(Please revise accordingly). BE ADD FccED PRIOR TO T S I AN F B 1LDIN PERMITS. (Please provide assurances to the Planning Division that this condition has been met). 12.The applicant shall revise the revised landscape plan to indicate that all 1.All Conditions of Approval shall be reproduced upon page one of building proposed trees will be a minimum of twenty-four inch(24")box in size,prior to plans submitted to the Building and Safety Division for Plan Check.(Please 7.The applicant shall pay park-in-lieu fees in effect at the time prior to issuance of the issuance of a building g permit.(Please address this condition as well revise accordingly). building permits.(Please provide assurances to the Planning Division that this providing a Jandscape p/an That was approved by the Planning Commission).. condition has been met). 2.Prior to issuance of any grading or building permits,the applicant shall sign and 13.The applicant shall submit a written covenant to the Community Developer complete an"Acknowledgement of Conditions,"and shall return the executed 8.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee Department and signed by the record owner,which is to be recorded against the original to the Community Development Department for inclusion in the case (MSHCP)Local Development Mitigation Fee(fee for density less than 8 du/ac) property.The written covenant shall require that at all times either the single- records.(This was submitted and signed by a Mr.Steve Beyler.However,Mr. prior to obtaining building permits.(Please provide assurances to the Planning family unit or the second unit be owner occupied and shall prohibit the rental of Beyler is not listed as lire applicant or property orowner within the project Division that this Condition has been met). both units at the same time.It shall further provide that the second unit shall not file.The applicant or property owner needs to sign or Mr.Beyler needs to be sold,or titled thereto transferred,separate an apart from the entire parcel. provide written documentation that he empowered to sign or is the current 9. Prior to the issuance of any building permit for the Project,Developer shall The written restrictive covenant shall further require that the City be notified of property owner). enter into an agreement with the City and the Redevelopment Agency of the sale or transfer of the property upon the close of escrow or prior to the effective City of Lake Elsinore to provide(a)15%of the units constructed in the Project date of transfer if no escrow is used. (Please be advised that the above 3.All roofing material shall have a minimum Class"A"fire rating,and so noted as affordable housing units in accordance with the requirements of Section condition will be required at Occupancy). on the construction plans,prior to the issuance of a building permit.(Please 33413(b)(2)of the California Community Redevelopment Law(Health& revise accordfngly). Safety Code Sections 33000 et seg.),or(b)an alternative equivalent action as 14.For the proposed project located at 412 Langstaff Avenue, the Planning determined by the City which may include(without limitation)dedication of Commission approved a"Bungalow"style architecture and not a"Craftsman" 4.A cash bond of$1,000.00 shall be required for any construction trailers placed vacant land,construction of affordable units on another site,or payment of an in style architecture. (A/ease revise fire proposed project to match what was on the site and used during construction. Bonds will be released after removal lieu fee at the rate of$2.00 per square foot of assessable space for each approved the Planning Commission). of trailers and restoration of the site to an acceptable state,subject to the dwelling unit in the Project.For purposes of this condition,"assessable space" approval of the Community Development Director or designee.(Please address means all of the square footage within the perimeter of a residential structure, 15.Please attach the Planning Commission approved pre-liminary,grading and this item ijyou will be utilizing a construction trailer.Ijyou will not be using not including any carport,walkway,garage,overhang,patio,enclosed patio, drainage plan. a construction trailer,please disregard this condition). detached accessory structure,or similar area.The amount of the square footage [f you have aay qucs' or commcnrs please do nm hcsimce to wnma me ae(v5p G7a-3124 exr. within the perimeter of a residential structure shall be calculated by the building 0 5. All walls and/or fencing need to be located off the property line and so department of the City in accordance with the standard practice of the City in 295 oc emaaati >sra�f k h; indicated on the construction plans.If the Applicant proposes to place any walls calculating structural perimeters.(Please provide assurances to the Plannng i Roapee and/or fencing on the property line hefshe must submit a notarized agreement Division) between the subjectproperty owner and the adjacent property owner to the C�4k Planning Department prior to issuance of a building permit.(Please address IO.The applicant shall pay all applicable Library Capital Improvement Fund fee, rAasocnm Phnner .v'.:tx ega,.pma a»a 8 as t.�.n enu."ud.n"ra,,,,,,.,,.53.,•,+nw.m..ea accor ingy). prior to the issuance of a building permit.(Please provide assurance to the Planning Division that this has been met). I LPrior to the issuance of a building permit,the applicant shall revise the y` yV L � V lift � r N � � +tt w s INU � � d Ai 1 U IL W Q V - FORPERMI7155UANCE SCOTT FAZEKAS&ASSOCIATES,INC. 1� Q ) IU BY —DATE 7— Y to These plans have been revi—d for adherence to the applicable codes and ordinance. Authorization Is hereby g,anted to issue a building permit pending tu _j N y approval by all applicable City agencies. N _ Tho iscu tcr` or granting of a permit based on approval of tnose plans Shall not be construed to p approve ermit or any violation of the applicable odes or ordinance. No pet-1 presumed to give authority to v !.ie or cancel the provisions of such cod—shall be valid. ii S B DRAWN S CHECKED AL Adlllltlt! 3 DATE d O"1-0S SINE 1/4-.ISO' 8 JOB NO. SHEET s'g P IGURRENTIfI�/NYE.STMEN77GD REVISIONS BY FLOOR PLAN NOTES I. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2.WALL INSULATION SHALL 5E R-15 3.ROOF INSULATION SHA_L 5E R-30 4.UNDER FLOOR NSLLATION 59ALL BE R-Iq 5.ALL REGEF-AGLES N KTGHEN AND 6ARA6E SHALL SE GF', OUT SIDE REGEPTAGLE5 SHALL SE WEATHER PROOF. 6 LANFS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHEN AND 5ATHR00M SHALL HAVE EFFICIENCY OF NOT LESS THAN 40 LJMEN5 PER WATT �.ALL WNDOW5 SHALL BE DUAL PANE e.ALL BEDROOMS AND HALL AREAS THAT AGGE55 BEDROOMS SHALL HAVE 5'"10kE DETECTORS,HARD WIRE WITH BATTERY BACK UP. 9,PROVIDE 50"X 22'ATTIC ACCESS O FANS SHALL HAVE 5 AIR GHANGE5 PER HOUR -� 11.APPROVED SMOKE DE ECTOR WITHIN 12"OF THE CEILING AT THI5 LOCATION 4'-O" '-4" 4'-1" 5'-10" 101-6" 4' 1" 12.PROVIDE EARTHOUAKE 5TRAP5 AT TOP AND BOTTOM OF WATER HEATER lit 15.ROOF ATTIC HEATING OR A.G.EOUIPMENT ON BEARIN6 WALLS OR BEAMS. (TE ) FOR TRUSSED ROOFS,DOUBLE TRUSSES. 60 ALSL 03 ALSL 40 ALSL b06B AL L GLOP 14.PROVIDE APPROVED BAGKFLCW PREVENTION DEVICES AT ALL EXTERIOR _—. H BIBS. IS.6LALA ZIN6 IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING v, MATERIAL IN AGORDANGE WITH SECTION 2406.4(SEE EXCEPTIONS): V v" a).FIXED OPERABLE PANELS ADLAGENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING 15 WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF F4M/LY THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF .(� THE&LAZIN N VAULTED WINDO AD6ACE TO DOOR AT KITCHEN.15 STEOVE THE WALKING SURFACE ,5A7 11 1 16.'ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RE515TANT jj,J ,r OPENI v THE NATIONAL FENE57RA-ION RATING COUNCIL(NFRG)AND 5 SECTION I505.5. J� METAL NUF WITH MESH DONS SHALL LL HAVE A IN DIMENSION.' IL IT."THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED GRTIFlED BY HOWING COMPLIANCE r Ut WITH THE ENERGY CALGULA71ONS." ^JI B;gHpllER WL-13orr bNEPz.FIBER. - _ NOTE: M.BEDROOM VAULTED O ALL NEW GLAZING WILL BE INSTALLED ry WITH A GERTIFYING LABEL ATTACHED >' 1 VAULTED SHOWING THE U VALVE. .^ ,-1-'1 _ NOTE: V to PANT. 3 "APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOES NOT INCLUDE APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED. K/TGf_7V SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED." ■ \ 2 v b r�ry �J ml N DOORS AND PANELS OF SHOWER AND BATHTUB CLOSURES EN 1 34TDU SHOULD U TEMPERED,LAMINATED SAFETY GLA55 Ca -A ■ ! y SN) Q OR APPROO VEE FASTD PLID. u1Q Q o I RANGE ro r o MAX FLUSH VOLUMES 26a 1 ONE iSHDwER LAV v AND FLOW RATES 0 f 6 � ONE PL FIBER � � BEDROOM WATER CLOSETS: 1.6 GALIN LONS PER FLUSH BLOWOUT TYPE EXEMPT) —... URINALS: 1.0 6ALLON5 PER FLU5H VAULTED B 2 P `V „ D„ SHOWER HEADS 2.5 GALLONS PER MINUTE J AA - FAUCETS: 2.2 GALLONS PER MINUTE(SINKS AND LAYS) t Q J m 26 6 6' g NOTE: V NO 5LIP JOINT CONNECTIONS ' Q 2. USE COPPER FOR WATER PIPING —FT VENT DI1LT. S. ASS PIPE FOR DRAINAGE,WASTE AND VENT PIPIN6 YU BAOKDRA W VAULTED W U 1/ ° FT DAMPER5 4. PROVIDE GLEANOUT AT GRADE NEAR CONNECTION 7 6 OF BUILDING 5EWER AND BUILDING DRAIN. �n 5. PROVIDE 2 50.IN.PER 1000 BTU/H M MINIMUM FREE AREA OF RETURN AIR DUGT5 N tJh 26° LU Q OR OPPENIN65. CONTROL VALVE FOR SHOWER OR TUB-51­10WER SHALL BE V OFAI T`HHE PRPEE55URE BALANCE OR THERMO5TATIG MIXING 1O BEDROOM DEN O _ VAULTED q VAULTED VAULTED 2 � 6 oqf � 4 NKK •n VENT TO ly vJ Al. Q B° UT5IDE b 3'3'X166A Y 1I, SEISMIC STRAP ZQ 3 {+r+ 4_1"404 ALSL e q 8'q PI9L8 10 Z-9 4-4 111 O LSL FIN.FLR. ■ N ry O O BASE PLATFORM ■i�4-i■ 1�L ENTRr SHALL BE N z ENCI LE ANCHORED 1L � � Q PORGff ""° ED _ WATER NEATER � U "I Q q'-10° ''-4' 11'_O" L q•_IO" FOR PERMIT ISSUANCE- - T!P VALVE SHALL TERMINATE AT THE EXT.OF DOLDIN5. /�� PRWIOE ONE 5TRAF AT 1/5 TOP OF TASK ONE 5TEP AT V5 OF � Q Z ty SCOTT FAZEKAS&ASSOCIATES,INC. BOTTOM TANK 1--, BY DATE IQ'DIAWrM EMT PIPE5 SHN.L BE N5Ep FOR THE STRUT. ^ P 40'_0" 1-1 1L These plans have been rc"lin, for adherence to the T£R HEATER STRAP DETAIL N applicable Codes anei ordinance. Authorization I9 > hereby granted to =E e a building permit pending 6? GALLON YVATER HEATER approval by all applicable Gl y agencies. I HR. RATING, .61 MIN. Tne lasuan ,r a permit based on pER UBr TABLE 5.1 approval of tl ! t'H not be construed to pennit or applcce z: �nitlon of the applicable codas or ordlnz�-_ No I Tit presumed to give authority to v e or ca�.EI tho provisions of such e at cedes shall be valid. PROPOSED SQUARE FOOTAGE LIVIti6 AREA = 1600 5q,ft PORCH = 240 SOL ft N TABLE 5-11 - DRAWN NOTE: GRAND TOTAL 1,540 50 FT I�TO01II ON THE BUILDIN6 PLANS ALL OF THE CHECKED NUMBER OF BATHROOMS I TO 1.5 2 TO 2.5 3 TO 3.5 MANDATORY ENERGY AL AWRM CONSERVATION BATE REOUIREMEN75 AS LISTED ON THE II-90.06 NUMBER OF BEDROOMS I 2 3 2 3 4 5 5✓ 4 5 6 "MANDATORY MEASURES SCNE CHECKLIST". I/4'•I'-0' FIRST HOUR RATING GALLONS 42 54 54 54 6-T b T 80 6-1 80 50 50 B P L O O R PLAN UNIT "All SHEEt SGALE:I/4" = I'-0" �� 2 REVISIONS By v l+� ICI I o 6'-3" 2'-4" 1, 0'-4" 5'-10' 2'-8" /�. 4UMJdL -- - --- 10'-8" //JhFi �P b (>kjow 5'-IL.-- - 7//D07 U�1nd1 4030 ALSL 2020 AL a o - � � a QYLnn�cueO� ♦.��: SINK m NT KITGHEN Bill. I 5'-0"OL6.I EMBEEPPED INTO O.PAD Zoe 8'-O"GLG. NB/ r O O �� �'_ "GLG. I 6 e' SWR. 3" IA..X 36"HI6H STEEL PIPE _ Q _ _ ORANGE YV -O"GLG. H VEN BELO Q .....HOOD ABOV 2� b COOLING EQUIPMENT IN A- HEATINb AND - -' _ bARA6E AND WHICH bENERATES A GLOW, 4'm VENT D T.%a ^� 51ARK QR FLAME SHALL BE INSTALLED 2-GAR GARAGE I-GAR GARAGE PANTRY Din AT LEA5T IB"ABOVE THE FLOOR LEVEL. BACKDRAFT Q W .._ '}�-O•, 6ARA6E "B" GARAGE "C" 6'-0"GLG. DAMPERS PROVIDE A WATER HEATER BLANKET. (<B WHEN EF 15 BELOW 0,58 AN R-12 6'-O"GLG. EXTERNAL BLANKET 15 REQUIRED P 6 T 0 RELIEF VALVE TO TERMINATE OUTSIDE OF O Q D GARAGE ry O I-GAR GARAGE m - �- 6ARA6E "A" W Z 2-4" 6'-O"GL6. LIVING RM. 2°6, BEDRM. m 1 B'-0"GL6. tu I F I I B._O��GL6. tL 2 LAYERS 5/B'TYP X (V _ 2 LAYERS 5/8"TYP% I (IHW GYP BRD TO ROOF I ry O 2 LAYERS 5/B"TYP X dHR)GYP ERD TO ROOF SHEATHING BETWEEN ry SHEATHINb BETWEEN e,AR E 6 LIVING AREA ry (IHR)GYP BRD TO ROOF BEDRM. 2 GARAGE 6 LIVING AREA I I -- I O in 6ARA6E�6 BLIV EAR_A GL6. m _ tu m W - ❑ '60TO 6A AGE DOOR ❑ 6010 GARAGE DOOR ❑ O m I� 10010 6A 6E DOOR I� tu L z SO ALSL 5040 ALSL 91_1" 4'_-7" 5050 ALSL Z ¢���nDE2Tl�l�S 20'-9" 10-4 f7,✓ -O 18 2 " 4 4 6 4 Ca 48'_6' FIRST FLOOR PLAN UNIT 11511 SECOND FLOOR FLAN UNIT IS" rzE�' FLOOR FLAN NOTES C��E wv;- Z I. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2.WALL INSULATION SHALL BE R-13 N 3.ROOF INSULATION SHALL BE R-50 TABLE 5-1 I r^ ry 4.UNDER FLOOR INSULATION SHALL BE R-IH NOTE: V I 5.ALL RECEPTACLES IN KITGHEN AND 6ARA5E SHALL _ W BE BFI. OUT SIDE RECEPTACLES SHALL BE WEATHER PROOF. I. NO 5LIP JOINT CONNECTIONS 6.LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITGHEN W 2. USE COPPER FOR ATER PIPING NUMBER OF BATHROOMS I TO 1.5 2 TO 2.5 3 TC 3.5 AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LESS THAN 3. A55 PIPE FOR DRAINAGE,INA5TE AND VENT PIPING KQ 40 LUMENS PER WATT 4- PROVIDE GLEANOUT AT GRADE NEAR CONNECTION 1.ALL WINDOWS SHALL BE DUAL PANE OF BU'-DINS SEWER AND BUILDING DRAIN. NUMBER OF BEDROOMS 2 3 2 5. PROVIDE 2 50,IN.PER 1000 BTU/H M V 8.ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS SHALL HAVE MINIMJM=REE AREA OF RETURN AIR DUCTS O SMOKE DETECTORS,HARD WIRE WITH BATTERY BACK UP. OR OPFENwG5. FIRST HOUR RATING GALLONS 42 54 54 54 bl 6T 80 6-7 80 0 80 9.PROVIDE 30"X 22"ATTIC ACCESS 6. CONTROL VALVE FOR 5HOWER OR TUB-SHOWER SHALL BE IO.FAN5 SHALL HAVE 5 AIR GHANBES PER HOUR OF THE PRE55URE BALANCE OR THERMOSTATIC MIXIN6 V/ 11.APPROVED SMOKE DETECTOR WITHIN 12"OF THE CEILING AT THI5 LOCATION VALVE TYPE. ,(� 12.PROVIDE EARTHQUAKE STRAPS AT TOP AND BOTTOM OF WATER HEATER O ROOF ATTIC HEATING OR A.G.EQUIPMENT ON BEARING WALLS OR BEAMS. FOR TRUSSED ROOFS,DOUBLE TRUSSES. All 14.PROVIDE APPROVED BAGKFLOW PREVENTION DEVICES AT ALL EXTERIOR a �_ Z APPHO`IFO FOR PERMIT ISSUANCE HOSE BIBS. SCOTT FAZ > 4 EKAS&ASSOCIATES,INC. I5.GLAZIN6 IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING �� @ LJ tu MATERIAL IN ACORDANCE WITH SECTION 2406.4(SEE EXCEPTIONS): VENT To mF 4'-O" ?B 1'V� uS�'6� Z w.FIXED OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED aurslDE AIR " ok�: r' Ry DATE Q Q L.E55 THAN 4•(TYPJ r - f.:,: These plans have been rev ewed for adherence to the EDGE OF THE GLAZING I5 WITHIN A 24-INGH ARG OF EITHER VERTICAL EDGE OF 2'2•xIBGA 2X6 cAP 4 RAIL - - �j 1 �`- N In THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF SEISMIC sTw+.P a `'I--1-' applicable codes and ordinance. Authorization Is as- a� ' j.( v E�.'4,IS cow'-. -r-� 'O}�Fa hereby granted to issue a building permit pending UJ Q THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE a @ TOo m .vvt -- v'»Dv RAILING approval by all appl cable City agencies. Q In WINDOW ADJAGENT TO DOOR AT KITCHEN. - \ Z Q I6."ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH GORR0510N-RESISTANT �€ 2x2 vtxneALs K z The Issuance or granting of a permit based on IU Q METAL MESH WITH MESH OPENIN65 OF 1/4-INGH IN DIMENSION."SECTION 1505.3. =IN.FLR. `<i \\, �" approval of these plans shall not be construed to Z IT"THE MANUFACTURED WINDOV15 SHALL HAVE A LABEL ATTACHED GRTIFED BY ;zASE PL^'Foe'^ w yY / permit or approve any violation of the applicable srnLL BE x �aV �A IL endes or ordinance. No permit presumed to give [� (V THE NATIONAL FENESTRATION RATING GOUNGIL(NFRG)AND 5HOWIN6 COMPLIANCE ENCI LE ANcnoRED 4X4 POST PW -4 POST authority to violate or cancel the provisions of such J ly 5 WITH THE ENERGY CALCULATIONS." WRn WATER HEATER LE55 TNAN 4"(TYP) 4x4 POST m r,tle,shall he V21itl. NOTE: RIM JOISTS r�6yV N r�/ Z W ry IL T A P VALVE SHALL TERMINATE AT THE EM.OF Bullf ALL NEW GLAZING WILL BE INSTALLED - PROVIDE ONE STRAP AT 1/3 TOP OF TANK ONE 5TEP AT 1/5aF v WITH A GERTIF'TIN6 LABEL ATTACHED BOTrON TANK. 2XB CAP RNL m m 5/5'T6L PLY M. SHOWING THE U VALVE. 1/2'DIAi ETER ENT PPES SHALL EE IFED FOR THE STRUT. ?a f f 2xB FJ.®16"O C. NOTE: WATER HEATER STRAP DETAIL 2xI2 TREADS RE D, SQUARE FOOTAGE "APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOES NOT INCLUDE __.... -___ _-._.____ _._____.-_ 2xz vERnOws "6' 6'I GALLON WATER HEATER IIN.I RINSER APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED. 36'MIN. MIN.3 SEPARATE APPROVALS FOR ANY ALARM 5Y5TEM5 MUST BE OBTAINED." I HR. RATING .6.T MIN. PLY.TREADS r4Ax.B RISE _ 4 R' UPPER LEVEL T50 SQ FT 4%4 POST GARAGE "A" = 302 SQ FT auwN DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES PER UBG TABLE 5.1 �` T� MIN.2X6 DECKING FLOOR OR APPROVED O FULLY TEMP[RED,LAMINATED SAFETY GLASS OR APPROVED PLASTID. 1 23/B'N.B- MIN.9'RUN ERfO D CHECKED R" RIM JolsT txsK JD1srs v-.� GARAGE "B" = 4201 SO FT RUB OB MAX. FLUSH VOLUMES (2)Ia-DIA.MACHINE GARAGE "G" = 217 50 FT a AWIRRE AND FLOW RATES NOTE: BOLTS 6 v+A-,-Rs ° ON THE BUILDING PLAN5 ALL OF THE ATEACHPOST GUARDRAIL D 30 MANDATOR'ENERGY it -elt WATER CLOSETS: 16 GALLONS PER FLUSH BLOWOUT TYPE EXEMPT) GON5ERVA7i01,1 TOTAL SO. FT. 10015 50 FT sruE URINALS: 1.0 GALLONS PER FLU5H REOUIREMENT5 A5 LISTED ON THE 1/4'-V-T SHOWER HEADS 2.5 6ALLON5 PER MINUTE "MANDATGRY MEASURES • 2.FAJCET5= 2 6ALLON5 PER MINUTE(SINKS AND LAVE) GHEGCLIST". 9fEr �Lv 3 2'-2" 2'-4„ 43'-6" 10,-6" 40'-0" 5'-6 1 8" 6 Y Z 1 15 =m .12 .12 U 15 F 1 FD1 FD1 ~N FD1 FD1 w 15 v 32 2 ti y 5 32 x; 5 $ t FD1 \0 ~ ~ ti FD1 FD1 Of FD1 U Pt ' 3 -I h3 Pl r PI P7 }�\� Yw -----} 1 1 Ld — ------------- En -- --- ------ --------- --- ------- r-- J L JF- = 1 L1 0- 1 _1 i 4 +A I I 32 1 I Z 1-- 15 I I I 1 a� FD1 I� I FDi FD1 I I 8 1 1 d w 1 I 6 l m I 1D1 I FD1 I I o a I I J FDi o I _ I I 5�+ 1 FD1 X 1F- 126 I 19 11 32 1 I I 32 FD1 P51 FD1 a 19 I g " 3z o j T 15 I 5 _� 11 S1 P7 r+ 3�& FD1 WX) zT _L, I FD7 I it N I FD7 / 1 _Q 9 9 /``rci C---------S-J L N L® II L- 1s S2 I FD1 S2 I i FDi FD7 p k \ U P7 I I � I I I �_ ----� E--� E 15 15 i I I �r------�, li = z Q� W I 4 15 I 12 I I I I I LI I I o Z II FD1 FD1 I 3 12 12 I I 12 3 Z FD1 I� ro r I I FD1 �' I II II I Mh 2 1 FD1 I 15 I I "^�R I FD1 II II FD1 II I FD1 I 19 w w cu I FD X I I 20'MIN.LIFER diglND I 32 3 i I I �p`lY I 1 FD1 w �--' 1 N I I I w T I I FD1 FD1 I I ( y` I I v3 I z 7 I I z I b32 1 I I 1 I nu> ti II --------- -- -------- L- L 1 I �� P1 rt �� y ua Q I o p, --------------- - _ --- ----J - Z QZ ' Z f 1 a I 1L=--------------- - - --- ----- - 7 1 W 2:F- J ------------ -- ---- -------- 1 a ~Nm ❑ ❑ J 12 L ------------��-- ---- ��--------�1 --- t ----------J LI z CLI LLJ P2 7 P2 7 P1 FD17py.. 6 - / I(j w v LUJ t8 w P1 7 FD1 FD1 I II II LrL- m m FD1 I II II 1 6'-0.. 11'-0" 2'-�" r7'-O" 1'-s" 10'-0" 15 11 1 c----=_--==JL===J G-JL ____- JL------4- "' Ier FD1 I S1 E 2 12 1 FD1 -------- L_= „ I FDi I O I I I m 1 /,-P L+ P7 12 I I z FD7 1 - FOUNDATION NOTES CONCRETE SLAB SCHEDULES 3z I I I "J F==JJ 1 I Z 1. ALL CONTINUOUS EXTERIOR FOOTINGS SHALL HAVE 5/8'DIAMETER%12'AB.'S WITH 51 4'CONCRETE SLAB WITH M3 0 TO.O.C.EACH WAY&4°SAND LAYER WITH 6 MIL I I r ` 2-X 2-%3/16-WASHERS,Mll EMBEDMENT ONTO CONCRETE,AT 72-O.C.UNLESS BSQUEEN MEMBRANE SET AT TOP OF SAND DYER. I I I 11 I n I 19 Q NOTED OTHERWISE ON PLANS.ONE PNCFOR BOLT SHOULD BE LOCATED MAX.12' S2 4-CONCRETE SUB WITH/3 0 18'O.C.EACH WAY&e SAND LAYER WITH 6 MIL I I I I I 1 FD1 J AWAY FROM THE END OF THE SILL PLATES.MIN.(2)AB.'S PER SILL PLATE PER O BISOUEEN MEMBRANE SET AT TOP OF SAND LAYER.(QUARTER SAWN) I I I P - SHEAR PANEL 12 2. ALL INTERIOR WALLS SHALL HAVE HILTI ON WITH MIN.PENETRATION OF 1 1/4'INTO FD7 IY w ---------- --------1I--------------- P, LT �� a SLAB,AT 24'O.C.UNLESS NOTED OTHERWISE.TO BE INSTALLED IN ACCORDANCE PAD SCHEDULE T -----+�-J 1 3 O WITH ICBO NUMBER 2388,NOVEMBER 1995.ACTUAL SLAB THICKNESS SHALL BE MINIMUM 3-1/2' p7 2'-0'SO X 12'DEEP PAD W(3)-#'4 EACH WAY 0 BOTTOM 3. ALL HOLDOWNS AND POST ANCHORS SHALL BE INSTALLED ACCORDING TO SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS OF IGBO REPORT d 1211 AND 4448 p2 Z'-6'SO%12'DEEP PAD W(4)-N4 EACH WAY 0 BOTTOM AND SFWl BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 4. MIN.CONCRETE WIDTH SHALL BE 8'FOR RECEIVING MPAW.AND HPAHI122s.VERIFY P3 3'-0'SO X 12-DEEP PAD W(5)-/4 EACH WAY O BOTTOM 32 FD1 FD1 LOCATIONS OF HOLDOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE 12 12' 9 9 ROPER AND ACCURATE INSTALLATION. P4 3'-6'SO%12'DEEP PAD W(5)-'4 EACH WAY O BOTTOM FD1 FD1 5. PROVIDE/31 2e DOWEL AT 24-O.C.AND 12-FROM THE CORNER AT ALL CONCRETE -0" w o STOOP M10 PORCHES. <p5> 4'-0'S0%18°DEEP PAIN W(6)-/5 EACH WAY O BOTTOM (/) Lr, 6. PROVIDE MINIMUM(1)REINFORCING BAR AT TOP AND(1)14 AT BOTTOM FOR ALL _— 1i CONTINUOUS FOOTING IN ADDITION(1)/4 BAR EXTRA FOR ELECTRICAL GROUND. P6 4'-6'SO X 18'DEEP PAD III EACH WAY 0 BOTTOM � z a0< LOGTION TO BE VERIFIED WITH ELECTRICAL CONTRACTOR. _. APPR_.r`.0 ❑ 7. VERIFY MINIMUM FOUNDATION DEPTH,WIDTH,REINFORCING STEEL AND ADDITIONAL <p7> 5-0-SO X 18'DEEP PAD W(])-/5 EACH WAY 0 BOTTOM , " y=� FOR PERMIT ISSUANCE _ Q EXPANSIVE SOIL REQUIREMENTS WITH VAUD SOILS REPORT AND IF ANY MORE RESTRICTIVE THE 9MLL SUPERSEDE THE ABOVE MINIMUMS. SCOTT FAZEKAS&ASSOCIATES,INC. U O 5'-6'SO%18°DEEP PPD W(7)-®5 EACH WAY 0 BOTTOM � Z 8. CONCRETE STRENGTH SHALL BE MINIMUM 2500 PSI. BY '_—'DATE _ _J LEI These plans have been ri-owed for adherence to the H o L,J 9. FOUNDATION DRAWING SHALL REFLECT THE STRUCTURAL REQUIREMENT ONLY. applicable codes and ordinance. Authorization 18 \ lU REFER TO ARCHIFECTURAL PLANS FOR DIMENSIONS NOT SHOWN. hereby granted to issue a building permit pending m ACCURACY OF THE DIMENSIONS AND III FIT OF THE BUILDING SHALL BE ANCHOR BOLT SCHEDULE SYMBOLS LEGEND approval by all applicable City agencies. v` Q z V) RENEWED BY THE ARCHITECT AND THE CONTRACTOR PRIOR TO CONSTRUCTION. 10. WAFTING PERIOD FOR CONCRETE SUB-ON-GRADE PRIOR TO START OF The Issua race or grant:n4 of a parml0 based On o w r--i J FOOTING approval of these pia^�s shad not be Construed LO VIpFESBr w CONSTRUCTION IS/5 FOLLOWS: 3 permit or approve any vi�:lation of the applicable aP N CJ ❑ MIN.(3)-5/8°DMMTETER%12°ANCHOR BOLTS 4, MN C. C a.WALK ON SLAB 24 HOURS AFTER CONCRETE HAS BEEN POURED. ____ �R o(les or ordinance- No permit presumed to give �P FOq t• y O N Y b.BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR. 48 ority to viol„te or cancel the provisions of such ❑ 5/8-DMARETER X 12-ANCHOR BOLTS 0 48-O.C. Q Q c.BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POUR. O PAD NUYBER WEATHER-REBISTIVE coy-es shall be valid. m N0.C065593 N E.DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POUR. 32 5/8-DMMTETER X 12-ANCHOR BOLTS 0 32'O.C. BARRIER REWIRED TO - STUDS 9-30-07 Os sue uP THE WEEP SCREED ALL HOEDOWNSo 11. THE MAXIMUM SOIL BEARING PRESSURE IS 1D00 PSF PER THE SOILS REPORT. 76 5/8-DMAITETER X 12'ANCHOR BOLTS 0 16-O.C. 3 1/Y MIN ATTACHMENT FLANGE 12. ALL DIMENSIONS SHOWN ON THE PLANS HAVE BEEN DETERMINED BY THE ARCHITECT ® MCHOR BOLTS NUMBER ATTACH SHALL HAVE 2-2X4 POSTS UNO. 13. FASINERS FOR PRESSURE PRESERVATIVE TREADED WOOD ❑8 5/8-DMMTETER%12-ANCHOR BOLTS 0 8'O.C. FLANGE —LATH AND PLASTER SHALL BE HOT-DIPPED ZINC COATED GALVANIZED. NOTE /r\1 A B C 14. 3 1/2'CONIC.STOOP AT EACH EXTERIOR DOOR UNLESS NOTED OTHERWISE WEEP SCREED TO REPLACE MISSING OR MISLOCATED 5/8°DIAMETER ANCHOR BOLTS,USE 5/8' 15. FOR ANCHOR BOLT SPACING AT SHEAR WARS SEE SHEAR WALL SCHED. 4'CLEAR TO MADE COLUMNS AND POSTS LOCATED ON CONCRETE EXPOSED TO THE WEATHER SHALL BE %6 SIMPSON TffEN ANCHORS THD62fiCOH O 2%&TIHD62612H 0 3X OR 5/8' cow- 2'CLEAR PAVED SURFACE O 16. SEAR SHALL HAVE EXPANSION JOINTS DIAMETER THREADED RODS EMBEDDED MIN.5'INTO CONCRETE WITH SIMPSON SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING 1" MIN. ABOVE STRONG TIE SEE'EPDXY.SPECIAL INSPECTION BAY BE REQUIRED DURING INSTALLATION. - FLOORS, UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS NOTE FOLLOW MANUFACTURER'S RECOMMENDATIONS. - -E�TM USED. INDIVIDUAL CONCRETE OR MAONRY PIERS SHLL PROJECT AT LEAST 8" ABOVE EXPOSED GROUND UNLESS THE COLUMNS OR POST WHICH THEY SUPPORT ARE OF APPROVED FASTENERS FOR PRESSURE-PRESER/ARVE TREATED WOOD SHALL BE OF HOT-DIPPED ZINC WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. INVESTMENTS COATED GALVANIZED.PER UBC SECTION 2304.3 WEEP SCREED DETAIL (TYPICAL) (951) 273-0922 SHEEI NO. A F O U N D A T I O N P L A N SCALE:1 4 = 70 C_ 1 5 6 FLOOR SHEATING- TYP. 8 9 10 5/81 T&G OSB ,� (n MIN. SPAN RATING 24/0 LO \ Z 15 (n W/ 10d ® 6,6,12 O.C. SD1 1A 2B O r9 C 15 U ti 10 Qy1 SDI 6A SD1 6A SD1 6A o5� SD1 W yoy ��. 6A SDi L=12' ti} SD1 SD1 SD 7 L_156• J IA }`o V,00 SD1 ---- -------- -- - --- ---- - ------- ----------- ------ - -------- -- -------- O 11 3 3 3 - - aJ - - T________ - �' 2 'fd HEADER 2 2%10 HEADER 2 2%10 DR BM U FLUSH BM w l 3-1/8 x 12 LVL DRP BM S01 w g 'O ROOF DECK - TYP. $HEA = 430d LBI ROOF DECK - TYP. I U� 1/2" CDX OR OS8 W/ 1 1/2" CDX OR OSB W/ w 18 3B o MIN. SPAN RATING 24/0 I I MIN. SPAN RATING 24 0 a m I ZF- - a I I I I u1 SD1 1 `i SDi i W/Sd 06,6,12 O.C. I W/ 8d ®6,6,12 O.C. o I N I I C) I I d w \ 11 o rh II 1� CALIF FILL I 4 Fr. m D1 q} FRAMING II 1 15 HN, SL E 13 9C "' A oyr 15 SD7 96 98 SHEAR TRUSS W/Ea3 SD1 * I SHEAR= 3000 LB II ` ,yti}Qc"'` In Xq sA N o /`o m J w ------- FL M z 913 RIDGE _ __ _ ____ _ _j C------- - -J a W 1/e SD1 wHp�'�` SD1 ® eiI s 3 POINT BRG GIRDER T F L FILL ING ti 11 7/8 TJI 110 1 to to I If 11 / 360 TJI 8 1 N OnO w $D - 10 2 16'o.C. 3 wiN'�x �� uLL,w a Ij II I ,I rc RIDGE (� x SD1 ?4W wr °3 0 3 y;'�' 11 I I lJ a " I = Z ¢ 11 W U P " 3 POINT BEARING RUSSES®24"O.C. n a - 3 m Z eDPog I e �1 ,� 15 al f`'7 M o 9C �I 6D o 11 6D 6D ° SHEAR TRUSS W EN I 3C I I 2I P L'CLI I I Qo' SD7 1wL1 m H SD7 SD7 SDt SD1 y. / SD7 II �I e a Q 3 0 SHEAR= 9100 LB I +o° Z L7 Q 1-Lh LJ 1 w� qyo - -- - - --I -- -I - --- I I - - R z L n W l V 3_1/8 x 12 LVL FLB W EN 3-1 8 x 14 LVL HDR C / C 3-1 8 x 12 LVL DR B / ----- -J L -J L _J 1 ~ o CU> 3-1L8 x 14 LVL HDR_ 3-1 8 x 16 LVL HDR TOP FLUSH 3-1/8 x 14 LVL HDR ~ Z Q'Z U7 i-.C ____ _ I N� QIT7 V O 3-LLB x 12 LVL FL SEA ( }T// 'T A 3 '/;o I I 3 I I I `�� lA LA (U W Z 10 k, I III III L=26' IIII SD1 SD1 SD1 N p^v U/ I 10 r9G3 POINT BRG GIRDER TRUSS mIn *10 SD1 D Ww ° SECOND FLOOR FRAMING PLAN SOS " -- ___==_JL_-- _��____ ___ _ tix5� r -ti---- $ w sD1 - - - --- -T - - - SD1 rz"'P 4X4 HEADER---- IJ�--EN 2-2x6TOPPLATI 0 1 r I 2-2%70HEADER 2 2X6 TOP PLATES TYP.IOdNAILSOCGERED - 2-2X10 HEADER OR I O EXTERIOR SHEATHING 2X6 HEADER PLATE 3-ZXiO HEADER uND. 3-2%1D HEMFR Uf I I �1 W EN @ N41L PER OEIAI A B W N@ 4x16d012 I w m ROUGH OPENING > 1 II I II < I s I O 1-0 4 18 EA& N/4 18d FA 2x ®TYPICAL 2PLY ROUGH TW. ROUGH 7YP. I I I Fr--J� E'` HEADER SECTION OPENING OPENING K NC STUD 2X8 HEADER PULE m I S 3 J TRIMMER I I 1 ,� 15 EN 2 2x6 TOP PLAT SHEAR TRUSS W/EN I I 1 I Qoy SD1 Q 3-2X10 HEADER T (2)TRIMMER TRIMMER(CRIPPLE) 5q I I 6 GC' WHERE SHEAR= 2500 LB II I ni z OSB SHIM 1YP. X6 HEA3®fi'OC STAGGERED 'S - REOUIRED I I -7 z 2X6 HEADER PLATE 2xs SILL PULE I 2 2Y110 HEADER 2 2X10 HEADER 2 2%10 DRP BM 1 S EXTERIOR SHEATHING - - - - - - J ROUGH OPENING KING stub CRIPPLE I D Q_____ ____ ___________ _______1___----___________--____ _ _ _ J m ®TYPICAL 3PLY 2X6 STUDS 0 16'OC UNO. 2X6 BOTTOM PLATE ''Ypsl L 16 2B SD1 LIL� HEADER SECTION TYPICAL WALL 2 SD1 9B LL FRAMING SD1 FRAMING PLAN SCALE:1 4 = 1 -0 FRAMING NOTES FRAMING SCHEDULE FRAMING NOTES LLJ V � 1. ALL LUMBER TO BE SPRUCE 02 OR BETTER SHEAR WALL SCHEDULE FRAMING TYPES DEFERRED TRUSS SUBMITTAL SHALL CONFORM TO CBC 106.3.1.2 to 2. ALL BEAMS TO BE SPRUCE i1 OR BETTER 1❑, INDICATES NOTES APPLICABLE TO THIS PLAN ONLY A. BALLOON FRAMED WALLS USE 2%4 STUDS 0 16'0/C TO 10-0'IN HEIGHT SILL PLATE TRUSS CALCULATIONS & DRAWINGS WILL BE SUBMITTED TO ENGINEER OF Z Q pNi S.W.TYPE WALL SHEATHING NAILING 0 I- NOIES MPLY ONLY WHEN REFERENCED BY PLAN OVER 14'-0-USE(2)2X4 STUDS AT 16'O/C TO 17-6'IN HOT.FOR WALLS �,,, RECORD FOR REVIEW TO ENSURE CONFORMANCE WITH ALL DESIGN W Ln J. WHERE TRUSSES ARE USED.TRUSSES SHALL NOT BEAR ON OVER 17'-6'IN HEIGHT USE(2)2X4 STUDS AT 12'O/C(UO.N.) 7/8-STUCCO OVER BACKED LATH WITH 16 GAUGE STAPLES AT 6' B'O.C. a„,a, CRITERIA. THESE APPROVED TRUSS CALCULATIONS SHALL BE FORWARDED = L7 1. BALLOON FRAMED WALL INTERIOR WALL UNLESS INDICATED OTHERWISE. 2. BALLOON FRAMED WALL TO BOTTOM CHORD OF TRUSS Z B. TWITYPICAL le ROOK SHEATHING USE 5/8'T&G CDX GRADE PLYWOOD SCREWS, � WIT ICE EDGES AND FIELD SHALL BE ARum N AccoRawcE i� /� TO THE BUILDING INSPECTION DIVISION FOR APPROVAL 4. ALL HIROWME SHAIL BE OF APPROVED TYPE 3. 2X6 STUDS O 1fi'O.C. O/CSHANKNALS � WITH ICE REPORT NUMBER 1318,JULY 1996 � 4. 2X4 STUDS 0 16"O.C. NAIL AND GLUE PLYWOOD TO TO WITH 11 GAUGE GALVANIZED WIRE 1 1/2'LEG AND 7/16"CROWN PRIOR TO INSTALLATION. J LO a.rrKs 5. ROOF SHEATHING SWILL BE 1/2'CDX PLY OR OSB J p � W/Bd NAILS AT 6/12. 5. 2X4 DUGONAL SWAY BRACE-CUT INTO TOP PULES(10'-0'MIN.LENGTH) C. TYPICAL ROOF SHEATHING:USE 1/2"CDX PLYWOOD,P.I.24/0 WITH Bd . . �............. .....�������(180 P� _ '1'�+'""Y"�' �eFOR PERMIT Is,uANCE �APPRO'IFD � ��EL CONTINUES ROOF DIAPHRAGM UNDER 2X CALIFORNIA FRAMING NAILS AT 6'-6'-12'O/C LAY PERPENDICULAR TO FRAMING.USE 1XB T&G m 7. FACIA SHALL BE D.F.OR SPRUCE UNLESS NOTED OTHERWISE 7 BEAM TO BE FLUSH W JOISTS.PROVIDE JOIST HANGERS AT BEAM SELECT SPRUCE AT EXPOSED EAVES,(U.O.N. 3/8'A0.RATED PLYWOOD WITH EL COMMON NAILS 4'O.C. sm'"X°'�' "" ti 8. EAVES SHALL HAVE SHIP LAP UNLESS NOTED OTHERWISE W/JOISTS. AT 6'O.GEOGES AND 12'O.C.HELD...........................(260 PLF) �n em rive SCOTT FAZEKAS&ASSOCIATES,INC. Q z -q I v B. 6FMA BELOW JOIST W/JOISTS OVERLAPPING AND CONTINUOUS 2X4 D. PROVIDE DOUBLE FLOOR JOIST UNDER ALL INTERIOR WALLS PARALLEL DATE a � ~ �J 9. ALL ROOF OPENING SHALL HAVE FLASHING WITH FRAMING,USE SOLID BLOCKING UNDER INTERIOR WALLS 3/8'APA RATED PLYWOOD WITH 8d COMMON NAILS 4'O.C. lun maixc ti BLOCKING O JOIST OVERLAP. 3 BY_ o W AT 4'O.C.EDGES AND 12b.C.FIELD..........................(350 PLF) rona N ave been reviewed tot adherence t0 the 10.ALL EXTERIOR WADS SNAIL BE 2X8 STUDS AT 18'O.C. 9. 22'XJO' AT71C ACCES. PERPENDICULAR WITH FRAMING. T UNLESS NOTED OTHERWISE.ALL PLUMBING WALLS SHALL BE 10. LINE OF FAU IN ATTIC.SEE MECH/EIEC.PLANS.FRAME AS REQUIRED E. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/(12)led AT Q 15/32-APA RATED PLYWOOD WITH Bd COMMON HAILS 3'O.C. a sniws a T os and ordinance. Authorization 18 m Q (lJ LJ ( ) 4 AT 3'O.C.EDGES AND 12'O.C.FIELD( ) ( FEE) asnlos AT h'reh _ o-Ned fo Issl�e a Hi"'fling permit pending Y TO ACCOMOWTE LOAD. 4'-0-SPLICE U.O.N. x ....490 P a1a (rtiN y qr.n - 2xs STUDS AT 1s'o.c. ""°°°"" XrEW4bg an ra r r,I,.r:•:g_ QR.2x4 STUDS Q 11. LINE OF GOATS BREAI(.SEE PLAN FOR HEIGHTS. F. MULTI JOIST,(3)OR MORE SIU1L BE FASTENED TOGETHER WTIH 1/2' 15/32'STRUCTURAL 1 PLYWOOD WIIFI 10tl COMMON NNLS Ai 3/8'DIAM x B'LAG sxr.w wAu AS PER SC 2X6 Q J ANY WALL ABOVE 10'SHALL BE 2X6 STUDS AT 16'O.C. A 3b.C.AT EDGES AND 12'O.C.FlE1D Bp�7$0 B'O.C. rm °EA^""' TheH II,s Man,; a pofm it based on " 12. SKYLIGHT SEE BOOR PLAN FOR MORE INFO. DIAMETER MACHINE BOLTS AT 18'0/C STAGGERED(U.O.NJ (w) .. ..(640 PLfJ (U,N OJ ?� All INTERIOR WALLS SHALL BE 2X4 STUDS AT 16'O.C. 13. LINE OF 2X BLOCKING WITH EDGE NAILING AMID G. ALL HEADERS TO BE 2-2X70/2 SP(U.O.N.) _ 15/32'STRUCTURAL 1 PLYWOOD WITH 10tl COMMON NNIS 3/8'DUM x 8'LAG .,.pro f tl 1 111II not be It t0 0 WITH C516 STRAP TO CONNECT ALL HAYS. H. WRAP ALL EXPOSED POSTS AND BEAMS IN GARAGE WITH 5 TYPE'%' Q BOLLS O r O.0 p Hl,i d i, I.�STUBF tbeEwepli R 11. ALL EXPOSED PLYWOOD SHALL BE COX. /W 6 AT 2b.G AT EDGES 72'O.C.HELD(# )......... .(870 PLF) U.N.O. In'H PT' HAIL EI BE pined to giVe 12. FLOOR SHEATHING SNAIL BE 3/4'T&G PLY GLUED AND NAILED 114. LINE OF FULL HEIGHT BLOCKING GYPSUM BOARD.(U.O.N.) t o-t, q]� 11'e provisions of such 1O0 6/12.MIN OR QUILIVMT 01 5. HOLD OWN STRAP FROM FLOOR ABOVE. I. PROVIDE 3-2X STUDS AT ALL HOLD DOWNS(U.O.N.) vw�'�rvs i ,- a Ts 13. DBL JOIST UNDER ALL WALLS OR BLOCK. 16. GONT.PLYWOOD SHEATG UNDER J. ALL FRAMING HARDWARE TO BE'SIMPSON STRONG-TIE CO'OR HIE PROVIDE 2-2X OR 3'NOMINAL OR WIDER FRAMING AT SHEAR PANEL NAILING OR SDS Y4$CREWS ABC CALIFORNIA FRAMING. APPROVED EQUIVALENT. ADJOINING PANEL EDGES WITH NAILS STAGGERED FOR SHEAR PANEL °"n0N P 14. TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL 17. LINE OF FLOOR ABOVE TYPES 4,5 AND 6.SEE HEAVY FRAMING DETAIL TO RIGHT K. PROVIDE 3-2X STUDS AT EACH END OF 4%10 OR LARGER MEMBERS STRCH-NAJ 2-2%0 4'OC LINO.OR USE 4 SOS SCREWS PER 9'STUD 1-4 16d®4"O.C. OR SDS®24"O.C. WOOD BASE SHEATHING.K sltio(v.rv.o. O FRAMING LEGEND USE(2)2X STUDS AT EACH END OF 4%8 OR SMALLER MEMBERS.(U.N.O.) SEE SEAR WALL CONNECTION DETAIL 1 M N mxAT- 01 15. STEEL TUBE TO BE 42 K51,W SECTIONS A-36 PROVIDE MULTIPLE STUDS AT EACH END OF AXE OR SMALLER MEMBERS. U.O.N. r��xuuxs 5-6 l6d®2"O.C. ( ) (DIE ) PROVIDE 2-2X OR 3'NOMINAL OR WIDER MUD SILL PUTS "�caw- rim I STEEL 70 BE PROVIDED BY LICENSED FABRICATOR. L. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. WITH NAILS STAGGERED FOR SHEAR PANELS TYPE 4,5 AND 6 16. FASTNERS FOR PRESSURE PRESERVATIVE TREADED WOOD SEE HEAVY FRAMING DETAIL TO RIGHT �DMANUACTURED ROOF TRUSSES o 24-O.C. V- SHEAR WALL&POST INVESTMENTS SHALL BE HOT-DIPPED ZINC COATED GALVANIZED. INDICATES SHEAR WALL SEE SHEAR SCHEDULE. RUN PLYWOOD OVER POST AND/OR APLY PLYWOOD BEFORE BOX-OUT s OFESSION TRUSS DEFERRED NOTES (� /� \� M. ® ` �i� CONNECTION DETAILS �oR�YNC.P_ (951) 273-0922 ` 11 7/8 TJI 110 FLOOR JOIST 016-OC. Oro �N �P OG c N. INDICATES BEAM OR HEADER AND SPAN THE TRUSS PACKAGE SHALL BE SUBMITTED AND APPROVEDNo.C065593 v BY THE ENGINEER OF RECORD AND THE BUILDING DEPARTMENT a EXp.9-30-07 \ / ' SHEET NO. BEFORE TRUSSES ME FABRICATED. THE STRUCTURM 11 7/8 TJI J60 FLOOR JOIST 016-01 0. INDICATES NON-BEARING WALL. A LETHEM SHALL REVIEW NG TRUSS PUNS.AND PROVIED A LETTER OF REVIEW STATING THAT THE TRUSSES FUSE BEEN P. ® INDICATES INTERIOR BEARING WP11 RENEW AND ARE CONSISTENT WITH THE BUILGING DESIGN. o'"✓ '7T �1V1/ FG 2 X 10 DECK JOIST O 16 O.C. R. ALL BEAMS TO BE SPRUCE it OR BETTER /1 T CALK 15 OF SHEETS 15 J DEFERRED TRUSS SUBMITTAL SHALL CONFORM TO CBC 106.3.1.2 TRUSS CALCULATIONS & DRAWINGS WILL BE SUBMITTED TO ENGINEER OF RECORD FOR REVIEW TO ENSURE CONFORMANCE WITH ALL DESIGN 1 DID CRITERIA. THESE APPROVED TRUSS CALCULATIONS SHALL BE FORWARDED sB TO THE BUILDING INSPECTION DIVISION FOR APPROVAL 1A 1A sDt PRIOR TO INSTALLATION. N to 15 SD1 SD1 S TILE. ROOF W/15#-FELT " sEs ZO ' a ESA L-12'0" SOLID BLKG OVER 15 T- ax -_-__ SD1 /32" CDX. PLYWD. SHEATHING PWR BARPoER 3 2 --O DRP M 2 2X10 2 2X10 HEIR -- -- L _� - 12 Of LTJ DETAIL �5 ETAL C INsuunaN BAFnc o p TRUSSES BY MFR. A a l i ROOF DECK - YP. N I U SD1 I p 1/2" COX OR O B W I I I _. hgol)6N.sHlNc U liJ o 1 N. SPAN RATI G 2 I I I 2-2"X 4"TOP PLATE 1/2" W� a N 14A 8d 0 6.6,12 O.C. 2 2B RDW Rev. INCMs IHIM LEVEL ,�vj��@@��������pp���RR 1 nsT GYP.BD. 2x FASCIA TH FnsclA BA R U(n I I I '"O,b�A'R5),QTIYK'c sREn i qc R-30 INSULATION PR ux.savTIT ���' NO Z F F o_RIDGE SD1 zm I SDl II 1'-0"TYP. p �p >< I 3 Io p I s J Of 178 I `�I SHEAR TRUS f I I I �1'-0"UN A BARRIER D-LL-U N" VIA! 15 ax SD1 I SHR = 3300 LBS �� I t28 I _" 2, o" AA B o0 SDl 4p 12A < w I M SD) I I SECTION THRU EAVE (1'-O" O.H.) pti�' I 5/B" OSB SUBFLOOR I I m Y 2%10 D P BM In I I�11 w o m00I I-JOIS FLOOR 0 16" D.C. TAI-BLK _ RIDG - o o____ ____ ___________ I 16 n II it I I I TOP PLATES OR _ _ _ SD1 < < I I I 5/e'TYPE'X' I cm.BD. a 9B I z i 9B I SECTION THRU GABLE END(1'-O" O.H.) R-13 INSULATION sD1 3 a SD1 I I DETAIL D GARAGE M7- GO y I"p 12B I 2"X 4"PTDF SILL PLATE W/5/8"0 X 12" '1` p SD1 I I A.B. W/2'X 2"%3/16"STL.WASHER c0 CALF I 2"X 4"STUDSFRAMI b "O.C.MIN.12"FROM ALL EDGES®16"O.C. CES,ETC. X W/BLKG. M NRN2RB0 TSUPER PIECE MIN 7"EMBEDn z Q 4 SDl/ z/p N 77�5 p I I I I NEW 3 1/2"CONC.SLAB FIN.FLR. - 3 Z �Oy, N I J I -I 1 - - _ _ - _ - - L1� W N M 0 UN RG 2 _0 BS /5�7- 2X10 HD 2 2%10 HDR `� I �❑J I III I 1-1 I-' .. 1-III-III=•_III z Z U I� I LL' _ _ Y / nl- n I W 12A / 2 2%10 HDR i, -7A __-______J - - - _ _ J ..¢Tyz (U @>1 I SD, �- - --- ------- --�A-- s�o SD, to SECTION B o w <<L'i L-13' 5 J Lj 9B SD1 SD1 SD1 98 Ln 0 ..a- U 12A SD1 14A 14A 12A SD1 / m m w SD1 SD1 SD1 SD1 ROOF FRAMING PLAN BUNGALOW 1 1/2" 1 1/4"TO 2" AT SE LOTION NEEDED ATFIRST FVENTILLATION NEEDED AT SECOND FLOOR AT FIRST FLOOR FRAMING NOTES Q r PL WocD mwDB oR zx nE n ® J..0.YWDOD R ADB OR 3% 7so s.F. eao S.F. E 253 S.F.OF VENTILLATION REQUIRED = 6.13 S.F.OF VENTILLATION REQUIRED FRAMING NOTES ® P WDm FUR. o too ���`���u7 Aa' 300 S.F. 300 S.F. ® 2.oBL nR.NGFR (z) 0 L �-�� z 1. ALL WMBER TO BE SPRUCE/2 OR BETTER TMµ°'3midaoLWnLE VENTILLATION PROVIDED VENTILLATION PROVIDED 5 Q Avwmvm HANmT Muaa)u,x.sxvsaN � � y O A BALLOON FRAMED WAILS USE 2%4 STUDS 0 16'0/C TO 10-0'IN HD(A1T 2. ALL BEAMS TO BE SPRUCE r1 OR BETTER ® (J)2xrx STRINGERS P.tWLS.�LaTE 0 0 OVER 14'-0-USE(2)2X4 STUDS AT 16'O/C TO 17-6"IN HI FOR WALLS %4 POST t 3. WHERE TRUSSES ARE USED,TRUSSES SHAH NOT BEAR ON 48"O.C. Ll OVER 17'-6'IN HEIGHT USE(2)2X4 STUDS AT 12-O/C(U.O.NJ ❑LINEAR FT.OF EAVE 92 LINEAR FT.OF EAVE INTERIOR WALL UNLESS INDICATED OTHERWISE. =I�-EAVE BLOCKS = (3 EAVE BLOCKS B. TYPICAL FLOOR SHEATHING USE 5/B"T&C COX GRADE PLYWOOD P.I 32/1fi VI 4 4 ._ ' ` WITH 10d NABS AT 6'-6"-10'0/C USE RING SIVNK NAILS OR SCREWS, A. ALL HARDWARE SHALL BE OF APPROVED TYPE. 9"M O (3-2"DIAL.HOLES] (3-2"DI A. HOLES] V NAIL AND GLUE PLYWOOD TO FRAMING.LAY PERPENDICULAR TO FRAMING. �X g 42 EACH BLOCK =9.42" 23 %9.42 EACH BLOCK= 9.42" 5. ROOF SHEATHING SHALL BE 1/2'COX PLY OR OSB = 0❑SQ.FT. = 1.5 $Q.FT. W C. TYPICAL ROOF SHEATITING:USE 1/2'CDX PLYWOOD,P.I.24/0 WITH 8d W/8d NALLS AT 6/12 >< n 144 144 ,n NAILS AT 6'-6'-12-O/C LAY PERPENDICULAR TO FRAMING.USE 1X8 T&G Q 2❑- DORMER ATTIC VENTS 38"%26" ®- DORMER ATTIC VENTS 38"X 26" V/ SELECT SPRUCE AT EXPOSED EAVES,DLO.N. 7, FACLA SHALL BE D.F.OR SPRUCE UNLESS NOTED OTHERWISE ` EACH VENT=100 SO.IN.AS PER VERDE INDUSTRIES EACH VENT=100 SQ.IN.AS PER VERDE INDUSTRIES D. PROVIDE DOUBLE BOOR JOIST UNDER ALL INTERIOR WALLS PARALLEL 8. EAVES SHALL HAVE SHIP TAP UNLESS NOTED OTHERWISE a0 MODEL NO.100ASD WWW.VERDEINDUSTRIES.COM MODEL NO.100ASD WWW.VERDEINDUSTRIES.COM t7 WITH FRAMING,USE SOLID BLOCKING UNDER INTERIOR WALLS 9. ALL ROOF OPENING SHALL HAVE FLASHING VENTS MUST BE PLACED S-0"MIN.ABOVE EAVE OR CORNICE VENTS VENTS MUST BE PLACED S-0•MIN.ABOVE EAVE OR CORNICE VENTS m PERPENDICULAR WITHFRAMING. 10.ALL EXTERIOR WALS SHALL BE 2X6 STUDS AT 16.O.C. HANDRAIL DETAIL E. SPLICE RATES OF EXTERIOR WALLS AND SHEAR WALLS W/(12)16d AT 2❑X 100"= 1.39 SQ.FT 4 2.77 SQ.FT 4'-0'SPLICE(U.O.N.) UNLESS NOTED OTHERWISE.A11 PLUMBING WNIc 6HPLL BE T ❑X 10o"= 144 144 z 2X6 STUDS AT 16"O.C. 1/Y Me _ F. MULTI JOIST,(3)OR MORE SHAM BE FASTENED TOGETHER WITH 1/2' 6'APART I:_ •5 f 2❑ -GABLE END ATTIC VENTS 12"X 18" 2❑ -GABLE END ATTIC VENTS 12"X 18" O DIAMETER MACHINE BOLTS AT 18"O/C STAGGERED(U.O.N.) ANY WALL ABOVE 10'SHALL BE 2X6 STUDS AT 16"O.C. STAIR DETAIL (TOP) T :•;; I °0 STAIR NOTES 0❑ -GABLE END ATTIC VENTS 12'X 14" 0❑ -GABLE END ATTIC VENTS 12"%14" _ O J G. ALL HEADERS TO BE 2-2X10+2 SP(LLO.N.) ALL INTERIOR WALLS SHNL BE 2%4 STUDS AT 16'O.C. L'- -J CO) - H. WRAP AL EXPOSED POSTS AND BEAMS IN GARAGE WIM 5/8'TYPE-X' AA--oT-ABOVE xosnc W/1-1 RETURN VENT S0.IN.AS PER AIR GENT INC. TAIN EED.C0.) VENT S0.IN.AS PER AIR VENT INC. TAIN E ED. OMnr� IL 11. ALL EXPOSED PLYWOOD SHALL BE CCx. 12" WWW.CERTAINTEED.COM WWW.CERTAINTEED.COM GYPSUM BORN.(U.O.N.) J� a MAIL Max u.R svAClxc a INIEAMET%AlE RAILS 2❑X 144" 2❑X 144" I. PROVIDE 3-2X STUDS AT ALL HOLD DOWNS U.O.N. 12. FLOOR SHEATHING SHALL BE 3/4'T&G PLY GLUED AND NVLLD xE/n Raou = 2�SQ.FT =❑SQ.FT ( ) 1 -e-r MIN. 144 144 J. ALL FRAMING HARDWARE TO BE SIMPSON STRONG- CO'OR 10D 6/12.MIN OR QUILMANT OSB. APPROVED EQUIVALENT. 13. DEL JOIST UNDER ALL WALLS OR BLOCK. STAIR DETAIL (BOTTOM) Mm.xro1W v x' 0❑X 100_� SQ.FT ❑X 100'=❑ SQ.FT K. PROVIDE 3-2X STUDS AT EACH END OF 010 OR URGER MEMBERS 14. TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL 144 144 USE(2)2X STUDS AT EACH END OF 4X8 OR SMALLER MEMBERS.(U.N.O. WOOD BASE SHEATHING. 3.39 SQ.FT. TOTAL VENTILLATION PROVIDED= 6.27 SQ.FT. 15. STEEL TUBE TO BE 42 KSI,W SECTIONS A-3fi TOTAL VENTILLATION PROVIDED= PROVIDE MULTIPLE STUDS AT EACH END OF 4X8 OR SMAl1.ER MEMBERS.(U.O.N.) W L PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. STEEL TO BE PROVIDED BY LICENSED FABRICATOR. 16. FASTNERS FOR PRESSURE PRESERVATIVE TREADED WOOD ~ Li(),) INDICATES SHEAR WALL(SEE SHEAR SCHEDULE). SHALL BE HOT-DIPPED ZINC COATED GALVANIZED. QPpFESSIC*' O LA I­- M. Ol TILE ROOF W/30#-FELT Qqa PM,LN C.pp 6y = W V) N. INDICATES BEAM OR HEADER AND SPAN 12 ICBO#-4660 y m�'� pN Z' �LJ `J� STANDARD TRUSSES OVER 1/2" CDX. PLYWO. SHEATHING L"' -5597 m Z o SHEAR WALL SCHEDULE FRAMING TYPES L%y.9-3D-DT ¢ INDICATES NON-BEARING WALL # J J W SILL PLATE "s H o W S.W.TYPE WALL SHEATHING NVUNG P. ® INDICATES INTERIOR BEARING WALL 4>F IV m Z Q. AL LUMBER TO BE SPRUCE 02 OR BETTER o �3 •�///"' Cn 7/8'STUCCO OVER BACKEDFIELD LATH YARI 16 GAUGE STAPLES AT 6" e'O.C. - �'fmj Q Q H J R. ALL REALMS TO BE SPRUCE(f1 OR BETTER Q O.C.ALONG EDGES AND FlELO SHALL BE APPLIED IN ACCORDANCE 12 Z (n WITH I110 REPORT NUMBER WIRE JULY 1LEG z vns WITH 11 GAUGE GALVANIZED WIRE 1 1/2'(IE�AND�16'CROWN T\CAI 2% BLK'G 0 � W .............................._ '.' 0 INS P d Pa N Y FRAMING LEGEND 3/8-APA RATED PLYWOOD WITH Bd COMMON NAILS 4'0.C. AT G'O C EDGES AND 12"O.C.FIELD .___. .........(260 PLl•J Ruts veR vuxs APPROVED DBL. TOP PLATES u Q Q ,uw mx.xc i'-0" TYP. 30 FOR PERMIiI;SEA °" n 3AT 'O. RATED PLYWOOD WITH FIELD COMMON NAILS 4'O.C. OTT FAZEKAS a1 V ID MANUACIURED ROOF TRUSSES 0 24'O.C. AT 4b.C.EDGES PAID 12'D.C.FlELD...........___.........(350 PLF) 0,.P ��Wu� -1/2" DRYWALL It 15/32"APA RATED PLYWOOD WITH 8d COMMON RAILS 3'O.C. a sons BY - B 2x FACIA AT 3'O.C.EDGES AND 12'OC FIELD(•)...............(490 PIT) Th I ns h b eV .d adhB once to B $ s slvos Ar 0 15/32"STRUCTURAL 1 PLYWOOD WITH 10d COMMON NAILS AT BOL7s O O.C. nt>gm aRrs % �( 2 2X10 HEADER apl P� d ortl Authorization 3 B DLNO x 8'lAG vm v�vn I t5�'e'N 1 " n permit pBnding 5 3-O.C.AT EDGES ono 12'o C HELD(.)......................(6w FILE) 1u.N.Dfty i, a b it C 3 ) ABC 15/32"STRUCTURAL 1 PLYWOOD WITH 1W COMMON NAILS 3/8'D 0 R 8�;' BEDR OOIVI „, q fin nrmit based on 5/8"DRYWALL 6 AT 2"O.C.AT EDGES 12.O.C.FIELD .... ¢ 2xl BLKG be co s r Q 4 M. BEDROOM BEDROOM 3 2xs PosT o sa�,waa F- MIDr H�1GHT ��� f t ePaQ�1G e es e BIE PROVIDE 2-2%OR EDGES NOMINAL OR WIDER FRAMING AT R-T)3 JNSULAT1ptTh.:�. _ °vlsl°ns°r;ncn INVESTMENTS ADJOINING PANEL EDGES WITH VIALS STAGGERED FOR SHEAR PANEL °X L° TYPES 4,5 AND 6.SEE OC U FRAMING DETAIL TO RIGHT CCO OR SIDING STITCHTAR 2-2%N 4'OC DNA.OR USE 4 SIDS SCREWS PER 9'STUD no NNa (TMl 05 I (951) 273-0922 TRUSS DEFERRED NOTES SEE SEAR WALL CONNECTION DETAIL 1 ON�� ,L��N3,� (BIE ) PROVIDE 2-2'%OR 3'NOMINAL OR WIDER MUD SILL PLATETM TH TRUSSES ARE TRUSS PACKAGE SHALL BE SUBMITTED AND APPROVED WITH NAILS STAGGERED FOR SHEAR PANELS TYPE 4,5 AND 6 ) 4" THICK CONC. SLAB FINISH FLOOR BY THE ENGINEER OF RECORD AND THE BUILDING DEPARTMENT BEFORERE FABRICATED. THE STRUCTURAL SEE HEAVYFRAMING DETAIL TO RIGHT - CONSULANT SHPll REVIEW THE TRUSS PUNS.AND PROVED SHEET NO. A LETTER a RENEW STATING THAT THE TRUSSES HAVE BEEN RUN PLYWOOD OVER POST AND/OR APPLY PLYWOOD BEFORE BOX-OUT 10, RENEW AND ARE CONSISTENT WITH THE BULGING DESIGN. r • FINISH GRADE ��nAxa� SEC TION • WEEP SCREED 15 OF SHEFTS 15 J P k%t'/rFiPENTl.4�/M/ESTiti/ENTIGD REVISIONS BY GLASS "A"EAGLE ROOFING #56G0 PEWTER BRONZE BLEND TILE ROOFING IN/301< GLASS "A"EAGLE ROOFING IGB0#-4660 #56170 PEWTER BRONZE BLEND W 15/32"COX PLYWD.5HEA IN' TILE ROOF W/3C#-FELT IC50#-4660 W/ 15/32 GDX PLYWD.5HEATHI TRIM WHITE u u I ry TOP PLATES Q I I I I - SASH WINDOW HIT u u I� WROUGHT IRON FENCE 6-0"HEIGTH -- - - _ MEDIUM M055 GREEN ° o ---y4Ro)rHl IRON FENCE 6'HEIGTH _ MEDIUM M055 GREEN FIN.FLOOR FIN.&RAPE —AY \�—SIDING ., z_ COLOR ROCK GREEN STONEWORK FO I T SHADES OF GREAM,BROWN-PEWTER COLOR MARSH MAVERICK ENTRY DOOR SCALE /4"=1'-O" City Of Lake Elsitione Punning Div isio proval Approved By: vI ry CLASS "A"EAGLE ROOFING � 1 #5640 PEWTER BRONZE BLEND TRIM W-4I-E IGBO#4660�30 # GLASS "A"EAGLE ROOFING r I5/32"GDX PLYIND.SHEATHIN #5(q90 PEWTER BRONZE BLEND -� �—TILE ROOF W/30#-FELT I GBO#-4660 12 W 15/32"GDX PLYWD.SHEATHING 5 - O � TOP PLATES - r _ --- - -- n ►°n Wu.i � T1 II IT II III i'D COLOR MARSH AVERIGK - - - -- m qi W V ENTRY DOOR tu n Q z w FIN.FLR. - NNN — TRIM WHITE l7 Q Q roP PLATES j WROUGHT IRON FENCE b'HEIGTH MEDIUM M055 GRE N Z S) - -_--"" -- - -----r Q N WROUGHT IRON FENCE 6'HEIGTH - -- Irl - - HORIZONTAL WOOD }N MEDIUM MOSS GREEN SIDING uu ------ ----- — -.- COLOR R GK GREE y LL APPROVED ' FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES,INC. Fl -- - - - - -- BY DATE These plans have been n. wod for adhereneo to the FIN.GRADE STONEWORK DRIVEWAY F jl'llcable codes and ordi n:nlee. Authorization is COLOR MARSH MAVERICK SHADES OF GREAM,BROWN-PEWTER n<any byalgranted li issue a building permit pending • Z ¢pproval by all applicable City agencies. r,1 F ENTRY DOOR fv Tie issu ui o or gramirig of a permit based on a SASH WINDOW ¢uuro"¢I got u,^se plans shall not be construed to WHITE ,n t o. aporovo any violation of the applicable I ce. No perm t presumed to give t1RAnN REAR f/-�}, �.or car ccl the provisions of such ROBSUa o. CHE(idD SCALE /4"=i'-O" k tWtme MJE 11-2o-a SCAE 1/4'-V-0' JOB Mo. SHEEP �L 4 P.•IG%�'/rE%PE/VTI.4BG/M/E.STMENTIGO REVISIONS BY GLASS A EAGLE ROOFI�6 #5&1G PEWTER BRONZE B_EhD T-E ROOFIN!-,W/50# I G BG�-466G n IS/32'GD>:PLYWD.5HEATHIN - DECORATED GABLE E7EATMENT CLASS "A"EAGLE ROOFING #56-10 PEWTER BRONZE BLEND _. I � TILE ROOF W/30#-FELT W ISO 24GDX PLYWD.SHEATHING GLASS "A"EAGLE ROOFING _u u_ 40 PEWTER BRONZE BLEND / roP PLATES #56_ TILE ROOF W/50#-FELT ---- TRIM WHITE IGBO#-4660 ---- - W 15/52"GDX PLYWD.SHEATHING ® _. O LIGHTWEIGHT ILIN6 - -- - TRIM WHITE FIN.FLR. _ TOP PLATES FIN.FLR. IF FIN.GRADE Z F GARAGE DOOR WHITE HORIZONTAL WOOD STONEWORK WOOD FENCE b'HEIGTH COLOR ROCK GREEN SHADES OF GREAM,BROWN-PEWTER STONEWORK GARAGE DOOR WHITE HORIZONTAL WOOD AROUND PROPERTY SHADES OF GREAM,BROWN-PEWTER SIDING }�-� City Of Lake Elsinore GOLOR ROCK GREEN L t— T Divtsio pprorai SCALE /4"=1'-O" ved By `acc: N (V GLASS"A"EAGLE ROOFING #56-10 PEWTER BRONZE BLEND tu TILE ROOFING W/50# IGBO#-4660 W 15/52"GDx PLYWD.5HEATHIN GLA55 "A" EAGLE ROOFING ___.____._._._________--_. _ U) #5690 PEWTER BRONZE BLEND TILE ROOF W/50#-FELT I GBO#-4660 W O Q I5/52"GDX PLYWD.SHEATHING TRIM WHITE 1 11 Hill 1111111 Ill Ill Til ill VVV/ b I' DECORATED GABLE END TREATMENT N O --_- --�II�J -- W Ld WOOD FENCE b'HEIGTH - u --- I6 TINEI6HT LING AROUND PROPERTY --- _- d - - tu w Q -... Q z w TOP PLATES - - — -- - TRIM NHITE cn FOR LL :LE f ERMH-"HANCE .._.. FIN.FLOOR Mill 11111111111111111hih PA FIN.vRADE HORIZONTAL WOOD - -- • - - _ S D'z�ZONTAL WOOD: r o« .,�w no uon Im theoap le O Z Hued to N T STONEWORK l�l® '1 SIDING SHADES OF GREAM,BROWN-PEWTER DOLOR ROCK GREEN io���an,e o� :,n�ol u,e 61E5 Q„oErPEAM,BROWN-PEWTER COLOR ROCK GREEN ,oLe�a,c DRANK IGf T R° a CHECKED AL AWI RRE SCALE I/4"=1'-O" DATE 11-20-M SLUE 1/4.-I'-0. im NO. SHEEP �L� 5 P IGUrPRENTl.4�/M�.STMENTIGD REVISIONS BY O - 6FI SELF CLosINGFI 50LID GORE _ \ 9/8"DOOR.IHR FIRE PROTECTED 5/ "G TBDTTYPEI X ' 5/8"GYP.BD.TYPE"X" ; i�icT'�URESTO BE _� \27- \\ 6FI 5/8"GYP.BD.TYPE BOARD TO ROOF SHEATHING I6H EFT-ICACY _ -- 1P BOARD TO ROOF SHEATHING BETWEEN&AR. BOAT ROOF SHEATHING (I HOUR; b LIVING AREA A[L yw.Lsu,rm ww \ (I HOUR) 6FI BETWEEN oAR. rl ALL WALLS b CEILING51`1 / BETI`EEN GAR. b LIVING AREA GFI BFI / 1 b LIV WG AREA ALL WALLS b CEILING ALL IhA.LL5 bt CEILING l �+ia-'vms,�a+Lb"r rort camram GAR [LIGHTS TO BE 6A=LIGHTS TO IF I I 1L / 1 ❑ 0 I MAW LY-0NS ENSOR OONLROMA Y BYIt WALLY-ON SENSOR bARASE LIGHTS TO B= 11 / SENSOR P.4lY kIT.ILaFlroS(.pNR;X.®M l DFBe SWTC" 1 / - I T 1 OGGRAN GE'NSOR 'N� / - I 6FI / �� GFI GFI 1 6K 6FI MP µEL a I 20� A PA ----- LANDRY LIGHTS O HA I / Mru 20' ,I,r,,aGl>PANT cEN�R I 6FI i T W �ywP�D4As#ti 9 rA+ �� ��` I 1 AEG PAD/ sae• It Z El �rLa"rro�co"rsa.®er ❑ ❑ ❑ /p� -- - \\ Dom. AN, JA 0) 111 ------'- --------- )KV,LGrILW9OXIWGaLGNiI.rFOR Y \ < ROOM LIGHT TogAv[ ATTIC n/ AGCP7ASTlA6'M/rie AMOI r'{ H ANT GLTISOR N E55 tL ■N�- R 22'X30" LccArr mn iren zrLer/xm+a / t t O oP ng Arc ceolr LLYiArK1V lL 11 II �a•xx•ccre.oR P/eamtAx -- /IS.D. �' 'D SSJ. 0) < Z FIRST FLOOR ELEGTR I r AL PLAN UNIT B } U— � ' e El!2'4LL F/XTURE - } „ �v�ww�.i.vnca.r� re�nwrc" ® e scare"Lair fp erew.mmrm ar �� � T rsff src T ®wa�rcalrrmscama�er � I $.D. 1 Z 0 �i rE �/ ,,<L aevr"cnrern r a�v I GON✓EN/ENGE �` �^ ^'°'-'C^''-� 1 Gvr[Er l�_T B � In -HIGH EFFIGANGY LUMINARIES hNST BE PIN BASED PAu.r elRupr/Mtrv/ree l ` �� Gibut9 nwiA.TLY Ia Nx r, v ii��-�� K �iRat TALL®/"DYatab cldn T / _^ 1� HTING FIXTURES IN BATHROOM AND KITCHEN SHALL HAVE+GENERAL LIG a�wrore.x/At6 rPDmcrm erµ.aa AdWA/LbCLfIl nMraJTLY/a tq.r ■,F71H1■ Q Q - GON✓EN/ENGE I n LAMPS WITH A EFFIGANCY NGY O OF AT LEAST 40 LUMEN PER WATT. sff rs,A- =-r h �� ✓oePONE� Q Q weDOORS AND PANELS OF SHOWER AND BATHTUB ENGLOSIIRES SHOULD BE FULLY TEMPERED,LAMINATED SAFETY GLASSOR APPROVEDPLASTID.SUITABLE FOR VET LOCATION5 "ICY ❑ ENO_e5c-.4LE VAPOR PROOF 20'MAX LEI �=�o-ro TYP/G.4L /NST.4LL.4T/ONHE/GHTS Ar s� � ELECTRICAL PLAN UN17 A SMOKE DETECTORS ARE REQUIRED -ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR 12AU IN ATTIC PICTAIL — N OR AREA GIVING ACCESS TO ROOMS USED FOR 5LLEPIN5 PURPOSES. ATTIC ALOES oPPewNb SHALL BE SIMV POR THE Re vAL aF THE I.ARe rST PIECe oR a It'lleNT.-IN ROOM IF ROOM HEIGHT 15 24"OR HIGHER THAN THAT OF CORRIDOR. v' -ON THE CEILING DIRECTLY ABOVE THE STAIRWAY WHERE SLLEPING ROOMS ARE 1 I U1 ON AN UPPER LEVEL. L -IN THE BASEMENT AND ON EACH STORY. H -IN EAC SLEEPING ROOM. S//%VL/LSLEGEND -IN NEW GON5TRUCTION,SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACK-UP.SMOKE DETECTORS FOR EXISTING MAY BE BATTERY OPERATED. L/Gf/T/NG/EXf/fi�/STF.4N5 (/�i� p ra yrn��Nrnrn� i�✓�onvv�z2rx r- N ..(6^ {� rq eusu6NrFi �n�v�ro�aL Ld✓�vrerr ELEGTRIGAL NOTES V1 W p -------- - II '�' �/LLN' $ L,f�l�CL1YYLY.fCFXd//IfT-/69CF/.�lT I. ALL WORK SHALL COMPLY BY THE CURRENT N.E.G. � - - 2, MAIN SERVICE SHALL BE 200 AMP.PANEL U) U U I U A '�' �L 'Lf/' G " 117Va7LE7 3. INSTALL UFER BAR o-z,vromrn \ "O 4. ALL WIRING SHALL BE ROMEX TYPE W y �_ eaa�er+K/rc�v� I u• '`a',�AGEFr1'T /L/NSLiTfL'Y7Gf7�rOG3LAb' l.�L'CP 6RGY.�F,NfT/N7f.Z0,P/fDLL9fA'q/J1ET 5. ALL RECEPTACLES IN KITCHEN,BATH,AND GARAGE 11 1 Z qqrrH ROOM L GH-S O HAVE �-y to �_� ocL ANr cervsoR AN / !-a ,PEC{5�L/6HTF/,17L�PE SHALL BE GFI.OUTSIDE RECEPTACLES SHALL BE l� Q I{��] 1 Ioaa�amfAtriNm WEATHER PROOF v ,pF a`p-a'e7SYTLAS//rF/y/.RE EXL!/1lE7ATFRGII?A1D.PEA.P b LAMP5 USED IN LUMINARIES FOR GENERAL LIGHTING �J.J Q an .+r+ n. """ ,y IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY (� Ly -rC� RFz'�,'"zfOR 6t?L/61?F/.17LaFE L - A/GO/. GT.�'C/_QA'fXpYTLS'GLRfA.SZL` _ ,v�,,.__. Afl It D OF NOT LE55 THAN 40 LUMENS PER WATT. Z I I * - FOR FERMI ISSUANCE Q \ ,* -I. ATTIC FA I SHALL HAVE LIGHT AND SWITCH Z/ J SCOTT FALEKAS&ASSOCIATES,INC. ,\nJ \ ` // .vc Anrna _ e° 2 �� RGt"RE£6YTL/6f/lfLI7L,PE GL�M� GON//COL A LOCATION IS CHANGED) \ am-er�ro:av a 8. ALL BEDROOMS AND HALL AREA S — 6 � L�/�����r�n� R.Y DATE 5 THAT AGGE55 BEDROOM (v � � APRCx,oF THE SHALL HAVE SMOKE DETECTORS,HARD WIRE W/BATTERY FIxroREsro BE S.D. 1il✓L/R(L4'rdPEAI�Fl1PAL� TI e ,bl hs .I f r Authorization uthorize to the —� --- SD. ./.. t Ra .me / rOLSLLASNlF/.Y7laH \\/J hepihy b t,a to E 1yd� �c�os. permit pendingq0. PROVIDE 30" INTERCONNECTED ED (V V g p p g x22 ATTIC AGGE55 [D (V ALL pp y 5 AIR CHANGES PER HOUR ° .eL A..w-c/,�an na.rxrn.r/ r. Q I�AFgPiRGL�,�GE'_z,4:DL/6H/fY,rT !/1 AFFROISJ - EQUAL g of a permit based on FANS SHALL BE INSTALLED TO METAL BOXES OR 1 ain"t s Ni mam�.rroc Ti' ofR F ,ha not be construed toll. AIR CONDITIONER CONDENSER UNIT SHALL HAVE DISCONNECT 6 sw.c wRarccrmx O EX/L4/.STF.LV-.S9C{.NM/N-l�'7EDTOALP GENEL�4L ELEGTR/G.4L i.t o y vlolat on of the applicable l3. MAKE ARRANGEMENTS IF APPLICABLE FOR PRE-WIRE GABLE T.V., F'4A5' LL�GAF'4d:E�5A/PG> '`FR/�2''f - No i,Ir n t presumed to give TELEPHONE,ALARM,INTERCOM,CENTRAL VAC,ETC. ® EA 5T/fAT/Y/FLLfTPL/6N7FAN-.S9GfrilM/N- q�GTy7yypp�j+,g-q��q�Gpy i-.Lp tt Iv - -t r cancel the provisions of such l4. BATHROOM RECEPTACLES OUTLETS SHALL BE SUPPLIED BY AT LEAST 5. IT. ONE Rf, ® . /84�£PL. .YILRE 7 ELfGrR,�4L P.LIT.L /NA.:Ld�3MSA@`A5!/N1ERC 1ID Ib. MIN:2'A WG ORNGH GITH DO SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4/avr roscwrwc.®x F'RA Du®e sw � I5. MIN 20'L�'ER GROUND WITH BOND TO GAS 8 WATER PIPING. E T MORE 20-AMP SMALL APPLIANGE BRANCH CIRCUITS IN KI-GHEN/DINING AREAS. _. -.-. Au aue"cnccrn rrwr a.PPcr r wrLle/n rove cama.® RECE:�57fPl�di7 / 6/BiY/AL?K@lii4�"Ef'fZOr'Y pItAWN R Lµis/rr ras eameoL®er %P mi xiw mare" FREYEN7fRG1YJC{Ar,H`ARANOfRG1Y7 IT. PROVIDE A!MINIMUM OF TWO SEPARATE 20-AMP APPLIANCE CIRCUITS FOR ' rec'rm or c /'/ �/��• LAHP5 WITH A EFFIGANGY OF AT LEAST 40 UME14 PER WATT. KITCHEN/DINING AREAS. RDBERTa B' F,ve.rc''�'s"LL S/1/TG/7L✓ SUITABLE FOR VET LOCATIONS 18. PROVIDE A SEPARATE 20-AMP CIRCUIT TO SUPPLY REQUIRED LAUNDRY CHECKED RECEPTACLE CJTLET IN EACH DWELLING UNIT. AL AdpRtB Iq. RECESSED INCANDESCENT FIXTURES SHALL HAVE THERMAL PROTECTION DATE -� 20, ALL BEDROOM BRANCH CARCJITS SHALL BE ARC FAULT CIRCUIT PROTECTED. 11-3D-0e -.. -- -w^- 21. ALL K-GHEN LIGHTS TO BE FLOURE51-ENT CAN LIGHTS IN/PIN BASE SOJE 1/4'-t'-O' � 4/L'4YS�TGN JOB NO. SECOND FLOOR ELECTRICAL PLAN UNIT IIBII SHEET 6 ?%P.T.D.F.BILL RATE tom.FEDWOM 2E Raw!LL RATE t/2•FEEPBOYeI BTM B/B•DWAM EOVI SIGN NIIN BIB•OWEMR DmNIBION AL O TY O.C.U.N.O. 1MTwrL NB.A8'B a 7Y O.C.UNA. MWITINEL ON PANS. O SEE PLANS ON PIA O J'DLA TILLED WNx m MIN. 10" PIPE COWMN EXTERIOR: 18 1 & 2-STORY MIN d ; © INTERIOR: 18" (1) & (2)-STORY (MIN) °ONCE OR OD7" (1) & - ORY ENamaa FLL O4"ACTUAL CONCRETE SLAB W/#3018" E 0-C. EA.WAY 0 SLAB MIDHEIGHT. D VA SAND OVER 6 MIL. POLYETHLENE y O VAPOR BARRIER. J W' W.B'LOW AT voAm.SEE ARCH O (2)-#4 BAR AT TOP AND BOTTOM. (j F- CONCRETE Faonxc 4"ACTUAL CONCRETE SLAB O W(QUT•6 Ind W.W.M. 0 SLAB MIDHEIGHT - AWN)O 6" (1) & (2)-STORY ~ !n N OtT -VEWY NL IedeMllLNI Fp Dp5 -YETI] ALL INFORMATION ION PER SOU IEIORT. PER SAILS REPORT. Li CI d11t: °R-005 PIPE COLUMN 1 —015 ­ INTERIOR BEARING GARAGE CURB 0`1 EXTERIOR BEARING GARAGE CURB 5 aT-Bm FOOTING DETAILS a SCALE:PITS SCALE:N.T.S. Q IY SCALE 3/4•-1'-0' SCALE:NM SCALE:N/A HOOKS AND BENDS as je (� X 2 1 2'min. COLD Aitt F 2%P.T.D.F.SILL PLATE ,+T } CO WITH 5/8'DWEEIER y Z Q TL W /R 7X ER.CB O 1C 0 ►T.DI.RATE COMP— CCID J01 AB.'s O T2'O.C. Flll AAe Epp ON PVNS eO HOq( 1ED 1/2'FIBERBOARD �R1M-AWEDW W N CONCRETE At0 1RtST 2 P 11 MATERIAL N JOINF w Q 0' (`'7 N FROM PLATE ENM Er Z L7 Q t EBPE t• /n Z U r W SPUCES N> 8• `� CRIDE OR Z Z I 3Bd LONG IW M0.5 \ ,..� FILL ERED w Q Q V L7 �z N ro Z L�U C N v W .% � 61.W G e.' D .4015 aAiBIFD1 /a DOBa.s O 2a'O.C. U U7 p U /yy� APPRUED sMmPINS T B MIN.5'TEOGER AT W � VENEER.SEE AACH'HILT'PINS:.I N 1.1P5'P.10 X11' NCR WNC.(e C NC.(1) ?o 'frA RNISR'1500 SERI6:.lap%1'PENETM1gN INTO CONC.(ICBD P116'1) FOOD N O1B -VER1 AN RD POR -PER S ILL INPORIIAIKAI r0 ppB -VEPoFY ALL EPORMATON PER mLL REPORT. PER W.REPORT. r E 01 RFT_D52 TYP. REINFORCING BAR DETAIL 8 SCALE: % NON—BEARING INT.WALL TYP. HOUSE TO PORCH {\(��J EXTERIOR BEARING FOOTING 2 03 z SCALE:NM SCALE 3/4•=1'-0" O SCALE NTS v SCALE:NO SCALE - O 1/2'FIBERBOARD 2 IXPAMSION JOINT Q r sbE cDNVF O N4TERu1 PAn�m BCE �' Lffi k Ck BASE °e cON0.ORIYEwnr ONE POUT P SIDE CQ4R O SLAB COLD JOINF v P.LD.F.SILL PLATE T W T�YEN �'k LCB MR COLD JOIST POFESS O!yA YARI 5/8'DIAMETERMIN.r Q PEN OAT INOWELIAL NO COND. BBP.OOL FM9E ANCHOR TYPE FQ�2)Q�`N C. BOG y2 COPACIED ON F—S2"O.C.U.N.O. O O Pf a P�EF1• AND POST PER Pam. - ..I.-aOLi tl'm No.COG-593 r'9 REDID - � _ d -_ STAB .nf CIY CRAOE OR ENDINEERED FOOTING l P E FILL o to QIMOIE `•{ R COL.11"IE -PRG/IOE MIN.II4 BAR 6'-0'LQNo TO 5'FRdA TIE TOP OF ALIGN WITH C G B C ~ TiE FOUNDATON.CENTERED AT HD BPDD REBAR AT CpRNER BOTTOM OF - SEE BEE Pull -DEEPEN FOOTING AS REQUIRED TO ACNNNNI le+d+J C RONRAN _RcFER 1�OMv.I SPECS.POR INSTILATON TO WOOD MEMBER 0011 GNT ' pp, HS01➢OIAI NIXT NAAS Notice ANI 11PE de b 70 NSr. I Lai W r^SEE IOIAYNIDN RAN HIi12 aXa (25)I�Cp1B10N 5/B'DlA SSIB24 BOLT I J/a RD' S' -VERIFY ALL INFORNAIION -VERIFY ALL INFORWTON (TB)IBtl SN{ER Po OOT PER SOILS REPORT. III me PER SOILS REPORT. -REFEN TQ Met.SPECS.FOR INSTKIATRIN TO WOOD MEMBER L1J U U _J_ W J APPROVED m w> ID Z p Q z S�-°� ISOLATED POST FOOTING 9 FCALE: TYP. HOLDOWN INSTALLATION 5 FO„2 DRmO GARAGE APRO TT AZ K49_9T S I " R BEARING FOOTING 3 � � J SCALE:NTS SCALE:3/4'=1'-0" SCALE:3/4'-1'-U' SCALE:Nis SCALE:3/4"- � 1 �W BY illr._e plans h< . 1`i 1 �;w'.'17 Sol adr eronce t0 the Q V N W ap pl l cable Cones nd Ord,oanc.. Authori2a11on Is y Y hereby granted to issue a building permit pending Q approval by all applic ble City agencies. Q J >X PT"SILL.RATE The Issuance o anting of a permit based on U. NSK)NNmi B/B'nu ETER POST.PER RAN f�PED�Im .al of tl - I',ans shell not be construed to a- MATERIAL AB•'B a 7Y OF.VAA 1 r�. ally violalion of the applicable 2%P.T.D.F.SILL PLATE pl RN6 0 in it presam Bd 10 ..h Jp WRH 50 'O*C,U - Qp0 EBS/ON •provisions of suACCh1Fy Aop'P�S2'O.C.V.N.O. A BOW PMO /4 DOWaS a 2a•O.C. __ ,it n� 4i'�\N C,POO FZ CCOL ASiEffD /� G P 1 B P BUB a m NO 0 065593"'z 1/2'RBERBOARD t ¢ IXPANSION JOINT EXP.9 30 07 MATE O BIDE t• RAL a \ 4 ROI YRIL O• yz OFI AL\FOQ� �J�dt � MIN p�PM R, "�'' , INVESTMENTS (951) 273-0922 ra-atao rm NJLc•) tt•L �' a o sBrSON Porn' NAILS waDW a iPND22 pB7-iFK.COMMON SHEE1 N0. Z\ HPNID22-2P OUIO-t BNFIL LateION -vrM ALL wowwvE -Year Au IxFORMrnoH PER SOB.4 NOW. PER SOILS REPORT. F D— 1 1 (; RT HOLDOWN STRAP INSTALLATION 1 �«� GARAGE TO PORCH 8 HOUSE TO GARAGE 15 OF SHEETS 15 SCALE:3/4 1'-0" SCALE:NO SCALE lJ SCALE J/4'=1'-0' SCALE:NTS CON-Ola SCALE: NTS NUMBER OF NVLS S.P./2 MT LOOKOUTS: ROOF SITYC 18d SINKER MIS AT S1HIP uMGnl TO 1MTCN 6HEMR Will OO SPECIFIED BERYEE SIMP.HI 0 24'O.C.SEE T1BIE 2X{ 2e O.C.OR 2%B O ((2)-18d O SPLICING POINR ON 18 O.C.U.N.O.ON N BELOW MR DIFFERENT H1 32'O.C.,T-BAEII TO U.END OF LOKOU 2%Ql D.C.W/ PLANS AND PER TABLE 2ND TRUSS(WAIL 18' O 4 O.0 TABLE BELOW D PER BELOW SPACING FEOUIRFO PER PION TOTAL ONMNANG). PL SIMP.AT5 0 24.O.C.SEE WD TABIE 91NG FOR DIFFERENT MDR SHTwC A35]PACING REQUIRED PER 2%GLWG VW E.N. PLYWWD SITYG TRUSS TNL W// CONT.1 r TUBER STRWD,VIL LOCATE STUD-- STNOER aoARo H2S O{B'O.C. TRUSS-IF.TO W/AZ AT 48'O.C.HE DOE UMER SPUCE (wNME Go its) E.N. 3 ICL'OUM FOR Fqt AODnIDIMI Alb OwA SHEAR 110155 NOnK:E.TOP WALL E.N. EN E.N. CIWPD N DESIGN I-J01515 W/MIN.1-3/4' DDM.SIMP.CS18 BEARING EQUAL EGIML S1.A STRAP PER W/Bd NAILS. PLANS AND 1HE TMLE 2% WiDH SHR.AGING WALL STEEL STRAP SPLICEr-t—f BELOW BUIi WJL SPACING a 40'O.G E.. E.N. SHEAR PANEL ON PL IN DBL SILL 18 D Fi 18'O.C.,SEE PION 7Y%CAL STU05 (STRAP AT LOWER Tp ?�_ER OW/ OR TYPE AND LOCATION AT 16'ac. NOTE: PBCE) PHE LAN ORPG ra CC re TOP SHEAR NLLY NAIL STRM /HGR. IOCATE-a // ALL TYPE SPNCING 1 d COMMON NAILS OR �U PLATES SIMPSON AJSF 2%DECK JOIST W W 16d SINKER OR SNp WALL LJ SEE PLW O 4G'OC• E �. UNDER SPLICE LS SHALL BE �' (/)d A15F SPACING ® A ATF LEAST 2G A— 1.ONLY ONE COMMON REO'D PER WALL — Is- 2 PROA SNIP.H2.5 WHERE RAFT.BI A355 H1'S 12- B C D E NEM TO WALL OR WHERE H1 CAN Nor B 18'O.G LOGIBN 8 12 18 2{ SD 36 42 BE INGTALLEDO.C. A H U C 12'O.G R10B to- MIN.PL4TE TAP 4 R. {R. 4 R. 6 R. 8 Fr —THEIR ON SNEL 1 PROVIDEMTS 2X BLK'G.LAB MT WHERE C 8'O.C. N A (n TO/MTCH SNFAN BE R DIALL OCCW. LY ALT STPAPRW/ 5122 YSPJB 5T822 STBZ] WET" MST48 —a WALL TYPE RFTl00 Li. 2 ® 5' SHEAR WALL OPENING o ' �H�Q �o a— TRUSS TO GABLEEND TRUSS R1- SHEAR TRANSFER @ DECK TO FLOORh TYPICAL SPLICE AT TOP PLATE -- SHEAR WALL OPENING SCALE:N/A TRUSS TO WALL AT EAVE Q� SCALE:NTS SCALE:N.T.S. SCALE:3/4'=1'-0- SCALE:Nl5 THEM PANEL PER PUW SHEAR PANEL IR CDM.1 r DMA Shilli TRU55 MANDE.TO W.FOR 2%SILO OR POS _ LVL N/A35 AT 48'O.G HE EOIIAL EOVALLOPSIMP.H2.5 O 45"O.C. TABLE FOR ADWIKNLL 12B D.F./2 MT LOOKOUTS: /D mSHENNWNL (MSn24•)224 2X4 O 2e I. OR 2%6 Ok"a"C" CHORD IN DESIGN 2 x DLRG wi e.u. a 0 v d E.N. 2%BLOCMC I4 2)l0d AT E•^N S2.O.C..TAKE BACK ro TOP PIAIR _A_O 0 Mom)18' ROOF BHT'' (4l-16e a 4- W c, O. REFER TORN!!TAwHEO$B,ELOW LOGIION OF m 3 m PLYWOW SXYO FENDOR M o..C END POMM _ _ ._+y) (7 0 E.N. WNT.1�'RMBFR snAxt.LW 4%BLX'G BEYOND SI '". ,N, - IWI W N W/AG AT H'O.C.SF£TABLE ER' N9ff: V W ~� i co N FOES NXXIT W*AT5 Q'ER SMEAR ° ) SIIFNT t1RU55 PER a'� HALL q Imo 'S� AT SIDE OF TOP PLATES L D Q i STRAP MAY BE INSTAl1ID Q Elo I-10515 W/MM.1-3/4' G AtD HUES ro END a p� �_ � FA.END OF IAKdR /nU T� W BIARNC DROP BEAM SHF/R Loan V H Q lO IU> 18d'S AT 4'0 E.X. Ell. PER PLAN A ST6236 MSn3fi WMGTEO ON PIMS - Z Q Q I V LD AFTER ROOF B L D E.N. N. I PANEL ON 21 She OBL TOP 1-AgST Ml('C MIN.12' J Fri B M5T48 MSn4B (MIN.15t10 LBS) AT 16'O.C.,SEE PLAN LONG 0 18.O.C.AT TRIMMER C MSr80 MSTI60 FOR TYPE AND LOCI EXIEROR WAIIB ONLY PER PION 0 MSY/2 MSTT2 OMIB'0, A35 MFR SFecIf�R PUN w H N Z SHEAR SOW BLOCK' IF IF55 IIVH W/.USE PERSH DEANPIAH MSTATB TO TOP - CATION. .-+W i-\ d PANEL AM'. 1WJ IMn E MSTAJB W/ll 2'X SEE P�iw TYPE �' BM.OR NOR SEEP Zl 0 (l O $HEM PANEL SEE M U Q 24' w LVI FOR TYPE EOWL EOWL SIMP.96224 d MM OS SRW LOCATIONS (MS'n28•) LOCAl10N W T2 ® 16• A35F SPAgM ALT.A]5 «L A 1 16 2%1 (18)Bd's 18' UN 32'O.C. �TI�(� c ® 12' B ;6'O.C. E ALT. �dLL B(2)CSTB(2W(W)Bd'a Is- NORs: ARMEpU�,1p gpT}�F SHFM © 1a- C]J(S18 NIB (5QNI'a IB' - GTH NIXL'EEDSOTHE TTPEPANL ® ® ® ® ® ® TOP PLATES D G?O.CC E.N E.N O IM 4X4 (R8)Bd1 E0. - I LEN ® TRIMMER -% N.W SHFF�� ASS's Y lO' 6 8' PER PLAN RFTpWp O 5' ALONG All SNDS W/STRAPSEE SPACING QG O.G O.G "' 'G 0.G rE RDTT SHEAR TRANSFER @ FLOOR 8 n__xx 5 HOLDOWN DETAIL 4 SCALE:3 SHEAR TRANSFER @ EXTERIOR WAL DRAG DROP BEAM/FLUSH BEAM 6 SCALE:NO TRUSS TO WALL GABLE END 2 0 SCALE:NTS O CAL - SCALE:NTS z _ TRUSS YANW.ro cow.1 C Them WRr.I C twBFR SIPNq OR LW M'G SIRING OR.W/ TRUSS W/ROOF E.N.ENTIRE ROOF 9NM I�_ DESIGN 1RU55 a) BM.PER PLAN BM.OR MR.PM PLAN fLXA-lTN ' .C. A15 AT 48'D.C.SEE LENGTH, USS MANUF.M TB144 MALBF.To I ELL ORICN 1RU55 TO RESIST DESIGN 1RUMS To RESIST SHEAR CONT.SITYG UNDER OR TABLE MR RpOMOlML LMD INDICATED, CALIF.FRAM_ FR AT5 M THEIR WALL ONFAR LOAD INDICATED FJL IW9,4T SXFIR O C�/ ICI ON PLANS. NL (2)10d AT ON PLANS(MIN.1500 PI/2B MN I500 LBB) c o LI_ (MIN.1500 IBS.). SHAPED 2%Bll('C W/ BLOCK SIM— _ USE'FlLL'11M55 SIMP.A55 AT O O LOCADON OF &1('G W/A]5 PER ST8224 YYil. CONDITIOAT ME WNL 48.O.C.• O O PITWOW PWN ALP.Alb a 40'O.C. _- E.N. SHEATHING SNP.A$O 4Y O.C.• AFTER ROOF 4 O.C. c'u SIMP.E. P.i"Ilsr FPOF SSIOp4 AFlR ROOF B PROJBE DR.II LOP D_ - ?4' 10\ARiIDN ONLY. wYl m a 1RU55 ECCLL PFA PLAN O F AFTER AT 12.D.C.- E.N. TOP PATES OR BF/WI PER PAN PER PLAN ~�=1 OG y LATER RODE IS LOIDED 0 EM COMMON - Z . gy m N0.C 65593 N STUD WILL EN. EN. &1, -3D-DI NY 5T6224(U.N.O.) N. 2X BLK'C LAY-6^' W/(2)-ROWS OF 18A x� SEE TOP PIA NM O 6'O.C. 'l e �' PLAN (OR BEAM) (STAG'.) FCA' lOW'B•e O.C.• A75 T SPICING LOGnON % •G 1 o gALn A Jz o.G 0 o.G W �SHAPED2%BLN'GW/ 16tl's A35'S O O 6XFM PANEL S}F B tI O.G 2 o.G L I ETA SIMP.0.15 AT A 6.O.C. 24'O.C. LW roR TYPE 2%BA'C 48'O.G.• B {'O.G 12'O.G LOCATIONS STRAP FKX'C LENGTH NOTE: BM.PER PLAN a° 0 0G• 0 6 o.G 2 G.C. Q CU E.. THEM B MST48 4'-0' A SIB2J6 3'-0- 2X NIfG W/ G 3.. �- W 2X BWG W/E.N. INSTALED OPPOSI SHEAR Mi E SIMP.GC. T�� m ® ® ® ® ® D MMSfAl6 '1'-6'-F RED'O6 u(MOD) B O SIDE OF STM PALL A35°M N' 18' lY 1M C B' =TPnGN M ypTE;BLK'G OMRIFD AT MULRPLf ('a RFTOD5 POST PER P TRUSSES L— z U _JoW QLj �_o RR-- TRUSS TO WALL I X%-%% BEAM TO POST CONNECTION I SHEAR TRANSFER @ INTERN R WALLS I I - TRUSS TO WALL DRAG F fkkE m''`` TRUSS TO INTERIOR WALL Q z r C4 I I I I CID F ZEKAS& a L- ~ J SCALE:NTS SCALE:3/4'=1'-0' SCALE:3/4'=1.-d' SCALE:NM SCALE.NTS W 0 BY-. _._ (� N W fa adherence 10 the el uncaule cods :u.d m]mance_Authorization Is 3 Q hn eby granted to Issla a building permit pending r J STUD DR POSTSEE zJ'I-:oval by ali ap licable City agencies. PROVIDE 2%MEMBER O YELBUiS W/ BEBB QEroq CMRD y g t 9 T R permit be OR d 6dNV5 0 4'D.C. MILL M a PLYWOOD Sm'G III STAG'. FLOgN SHAY d 5 - la L SKYG UNDER CALIF. EDGE NALING PROWDE 2%MEMBER i i e h p ii TopreSum be ODSITUed TD EI MINCE RYWD. THIS LINE PAPA°E SRU`R BETWRN THE TOP CXOM 1 n 01 the Applicable LLATERLLL TD—a AND BOTTOM CHORD ��'�� SHFM WPll BElg1' PLYWOOD SIR''WITH 1R u cancel the prOVISIOp�[1�.:y B&t O AJL/C LOGE NNLMG PLYWOOD REFER TOPWI 0 TABLE BELOW RAl�1G FEES.I/FIN. 8 aC ro CIDER FOR STRAP N0.OF NNR.AND O 4-0 YAX 'll L` TRO55 RT'IYO.SHY' THS WE 4'-0'OF STRAP ON WALL END LENGTH AT EACH END EN. AND EXTEND STRAP UNDER ALL BAYS W/—D OE1X( 4' } X f[�'STILL.PL W/B6LLEG - W/ 41•-3JS W%5'TAGS. O TNA.OP NAIME (NM 20•Na.C.+/- oQPOT.E= Nq/ 4%CONE. ty �\N C. L F�, COMINUOUB 2X RIM. Ifid A (B tiQ ZAP �G 2 l6d AT EACH TRUSS ppL rop PIA BEAM PER PLAN n mNg_CO6 93�'m INVESTMENTS _- S115 STRAP STUD OR PDSrSEE ¢ Eye.9-3-U7 *. (951) 273-0922 LAMP.MB2J6•EACH A(1 61 2%4 (IB)Bd1 18 OPENING'SO. C .. END OF WALL G(2)R1 (2)21I4(JB)Bd's 1C SIYP HU HCR. / % DRIGN GIRDER FOR MTNLAMN' SHEET NO. ./ TRUSS MANUF.TO C(3)R1 4%6 J4 SHAH LOAD BLOCK AND E.N. Bd AT 4'O.C.+/ BEAM OR DBL ( )NIA• 1C ALL EDGES. ryyFpA�R pµ INDICATED ON PLANS (MIN 20 NAILS SHEAR PANEL TIE TOP PL.SEE PLAN 0 MST BO 4X4 (26)Bd'a E0. 6�W/SIRWSLL ..x Y� �/^ 1.500 lB6J� R.PER PLAN SEE PION FOR DE SHEAR WAll PER DM11O BAYS RED,D. CON-2.54 Y- NFT004 _ PUNS S D 1 13 R—SHEAR TRANS. @TRUSS PERP to WAL DR-010 DRAG DETAIL 6 CALL HOLDOWN DETAIL 1 DR-°R N15 GUARDRAIL/HANDRAIL TO DECK CON � SCALE: TRUSS TO GIRDER 4 15 of SHEETS 15 SCALE:NTA SCALE:No SCALE SCALE:3/4's 1'-0- SCALE: NTS COrG PLYWD. SHE UNDER CALIF fRAMING PLYWD.SHI'C EN. EN. SHAPED 2K Own W/EN.R 1Bd'9 CON,.v VALLEY GIRDER 1A CMiRli5 E.N. PAD A�((P))5.IW4'S AT lR FA NVL 24'So.OPN'G IN SING FOR YENNLAMN v 9U,G OR BLOCK AND E.N.ALL EDGES LEr-N NAILER PER RUSS MAN F.W/ SAID will N. TRU55 MFD.Po TRU59� HCR PLAN E.N. sS_ GIBER TRUss TG RESIST © W ON P LON INDICATED ON PLANS(MN.1500 LBS). E.I _ E to~ (n a eL gdDmal U) Of RFTDD9 0 �o R 024 ,a__., � rRT-DD, STUBBED TRUSS TO GIRDER 1 w SCALE N15 Q SCALE:N.T.S. SCALE: 3/4'-l'-O' SCALE:N. SCALE:N/A Oi X PR 2K MEM.R N THE TOP CHORD - PLYWOOD SHT'G WITH 2W �TWEE FMG N AND 1.CWRD NzN TRUSSES TO REC 4'-0'OF S L.L M Z �LLNNLLNC PLYWOODSTRAP ON WALL � 3 M UNDER AAND LL DRkY W/PLTND RAF W liJ N _ W Q� MN_ 3'O.C. (MIN 20 NAILS) E« (� 2,W CD Z �z W �Qtn r osM,e°STRAP _ ti Z z w Cuo W U m li RuE Or`kR l` / m n m WE AT a D.C.+,. ErAM OR aL (MIN 20 I S) TOP PL SEE PLAN `o J K TRUSS w E DRVtI o ST 14 Fo-KKK 1 «K 6 DRAG DETAIL z Dn 18 KK__„ 0.3 SCALE:NM SCALE:NM SCALE:3/4•=1--0• SCALE NTS SCALE:NO SCALE _ 0z can - � Q r Q �- LLJ o Lj_ o 2K SHAPE -- w/lea's a 4•oc. TRess MFG.ro DESIGN GIRDER TRUSS TO RESIST W x °1 EN BREAK LOAD INDICATED ON m PW19(WN.1300 A). s. PROJIOE LET-IN iDR BACKING FOR StWG N JACK 21I RLK'G a N.TFAN11W6 TrAlss aus W/(G�ims W o ro aaOER TRUSS M M aIORD.PR (3)_rR U7 PER vcx END was PER T@65 � JACK To BUN; Z Q I'll, - W IATOOB = 1.�7 U � Z H o LLJ Q v Q z � 19 5 '3,4-=,•_p• 15 KK>« 11 7 -- DUTCH GABLE CONNECTION SCALE:HIS 3 _j SCALE:3/4"=I'-Or SCALE NITS SCALE:3/4"=,'-O" 1 W ~ �-W O U R w W Y ` 3 � Q Q Aril ;'D aT�€FOR PERMIT ISSUANCE ° SCOTT FA-ZEKAS&ASSOCIATES,INC. a_ BY DATA_.__ QpgFESSIpy� dhereneo to the Q0�P,tJN C.pp ,ey p e, Authori2atlDn Is w 2� �G x BC H y q-a I t DIo g Permit pending m m Wy,Ep65593°' TtpRQOIN psPN'4r, by II p l lV m 1 IC J s. �.gF.�4IDd%II mNIu�P� yc T t 1 a permit based on c2 m N0.C065593 93 j4 I _i got, t �❑I ios 'T II of be construed t0 Ll z FXP.9-30-07 a rt o �.;y v.olatmn of the applicable . nTit presumed m give sr ply Q� INVESTMENTS t ty t o� el the provisions of seen an o ,�o. pE AL`F0 (951) 273-0922 1 k k" SHEET N0. SO-2 15 OF SHEETS 15 SCALE:3/4'=,'-0• SCALE:NO SCALE 6 SCALE:3/4'=1'-0' SCALE:NM FRTOIIK SCALE: NM REVISIONS BY FLANTIN& LLOLNL) 5YMB0L BOTANIGAL NAME COMMON NAME SIZE LA6ER5TROEMIA INDIGA'GHEROKEE' GRAPE MYRTLE Z1"'60A C BUXUS MIGROPHYLLA JAPONIGA JAPANESE BOXWOOD 5 6AL. LNDSC,, FE PLAN TURF < A&APANTHU5 AFRIGANU5 LILY OF THE NILE 5 6AL. tu U- � NOTE: AUTOMATIG IRRI6ATION SYSTEM AND W Z RAIN 5EN50R TO GON5ERV RATER > J O W I v � t" m mcv � s� V z 150.00 N Or 13� I FLAVTER V - W Q w tLLLW.y W - WWWWWWW W WWWWW (a e` NEA . ... L PLANTER C .. . r 9 -V& Q' W 0 V °� • � •W • W • UNIT > j LA >Q d / Q IWWWWWWWWW 'U/ ILI/ . W .�. W.W.W LLI n IY .. . W Y.`. � z Q pa v IU LLI )o 5 . Z aL Ul a w �. N PAD �. . . . . . . .. �. . . . . . .. .. . .. . . .. . .. ..�. .� —� In CA 150.00 A[PrP;;''.U '-� FOR PERM](c:SUANCE: SCOTT FAZEKAS&ASSOCIATES,INC. r-- \ BY „pl n b .d Dfor,adheronce to the J �h' p, i y r codes and oa nunce. Authorization Is { ,F •cln r9 Hereby granted to issue a building permit gentling app—.1 by all applicable City agencies. O �APi e issuance or granting of a permit based on oval u,ill ove pany bl Itlion Iof theeapplicable +� j N p nit presumed to give DRAWN ily 1 eto or cancel the provisions of such CHECKED AL.AOIJIMM DATE II-M-06 SCAM 1•.10'-0' JOB NO. SHM I REVISIONS BY - ROUND PLASTIC VALVE BOX ROUND PLASTIC VALVE BOX SLIP BASE SOCKET BACKFILL MATERIAL WITH LOCKING LID MARKED WITH LOCKING LID MARKED OVER END OF WIRES 1" IN TURF AREAS "IRRIGATION GATE VALVE" 1" IN TURF AREAS "'IRRIGATION QUICK COUPLER" 3" IN PLANTER AREAS 3" IN PLANTER AREAS FINISH GRADE FINISH GRADE FINISH GRADE STEP 1: —I i t—III I —I 1-1 —III—III—I III—I I—I I FFEFIT- -I 1=I I III—I STRIP WIRES APPROX. n" 1 1—III—III — 1-1 — —I I I—I 11 I FROM END - TWIST TOGETHER I I 1-1= z � APPLY SEALANT TO OUTSIDE OF -I I-1 I III—I I- 111—I 1 III I- Z - —I I I — SEALING PLUG - FILL CAVITY —III i —I I I—III— I—I I _ WITH SEALANT —II1=1I 1I1=1II- —III III=1 LATERAL SUPPLY LINE — STEP 2: 1=1 I I 1=1 I M. I—1 I SNAKE PIPE IN TRENCH =III=I == GATE VALVE PRESSURE RIMP SLEEVE OVER WIRE PRESSURE PUT C I I I 111— ENDS & CUT OFF EXCESS WIRE z o• ° oo go° - SUPPLY LINE o° SUPPLY LINE 1 1_ III—II °o°8`g °:o o°•a.o II—II z _ o o-$�o-_�•: �a:o°.oa° _ _ _ PULL BASE SOCKET OVER END I-11 00 CONTROL WIRES BUNDLE —11= -I I II 8; 8°ago°a °°8�oa I I AND TAPE AT 10' O.C. — STEP 3: �eeoo ao8 0 0�e o°, a —I 11= I — SCH. 40 PVC —I ^c,-c-8° SCH. 40 PVC I I I 1 I INSTALL ADJACENT TO -- -1 -1 -1 —I =I -)I-III MALE ADAPTOR —I -1 1-1 1-III, -1 1-I I MALE ADAPTOR -I I= -I 1 PRESSURE SUPPLY LINE 1 11 2" CLEAN BACKFILL PUSH SEALING PLUG INTO to 3/4" WASHED, CRUSHED 3/4" WASHED, CRUSHED 1=III II III 111= BASE SOCKET f� NOTES AGGREGATE BASE NOTES AGGREGATE BASE " PRESSURE SUPPLY LINE - PUSH WIRES TO END OF BASE Q 1. ALL EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 24" FROM ALL HARDSCAPE 1. ALL EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 24" FROM ALL HARDSCAPE 2 MIN. SNAKE PIPE IN TRENCH SOCKET TO COMPLETE SEAL AND STRUCTURES. AND STRUCTURES. 2. INSTALL VALVE IN PLANTER AREAS ADJACENT TO SIDEWALKS WHEREVER POSSIBLE. 2. INSTALL VALVE IN PLANTER AREAS ADJACENT TO SIDEWALKS WHEREVER POSSIBLE. NOTES 3. PLACE VALVE BOX AT RIGHT ANGLE TO HARDSCAPE OR STRUCTURES. 3. PLACE VALVE BOX AT RIGHT ANGLE TO HARDSCAPE OR STRUCTURES.4. PLACE 3/4" WASHED CRUSHED AGGREGATE BASE PRIOR TO INSTALLATION OF 4. PLACE 3/4" WASHED CRUSHED AGGREGATE BASE PRIOR TO INSTALLATION OF 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90 CHANGES IN DIRECTION. STEP 4:2, BACKFILL MIXTURE SHALL CONSIST OF NATIVE SOIL CLEANED OF ALL ROCKS AND VALVE BOX. VALVE BOX. DEBRIS. 7 5. ALL EQUIPMENT MANUFACTURER NAMES AND MODEL NUMBERS SHALL BE PER 5. ALL EQUIPMENT MANUFACTURER NAMES AND MODEL NUMBERS SHALL BE PER RAINBIRD "SNAP TITE" WATER- THE IRRIGATION LEGEND. THE IRRIGATION LEGEND. 3. AND TEES INSTALL I x 12•' x ON CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION PROOF CONNECTOR OR EQUAL) ON PRESSURE SUPPLY LINE ONLY. ( ) GATE VALVE QUICK COUPLING VALVE TYPICAL TRENCHIN_G WIRE CONNECTIONS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BACKFLOW PREV. ENCLOSURE "" t UH PERM I `.>�)kI1 i.0 PLASTIC VALVE BOX W/ LOCKING LID BACKFLOW PREVEN ER GATE VALVE - TYP. OF (2) HARDSCAPE SCOTI uli PE s l A sOCIATES,it4YARKED "IRRIGATION CONTROL VALVE" N FINISH GRADE ASSEMBLY BRASS NIPPLE - TYP, OF 2 aLE , d ( ) a _ BY _ ATE-_.,_.P.ITEP-ERAL SUPPLYETODSPRI WITH 4NKLER -5 ELLS ry -a rev ewe for adhere to the BRASS ELL - TYP. OF (2) _ -" - - _ - 1" IN TURF AREAS ed —I'll ,c ut orv�o,49,PVC MALE ADAPTER W I 1 1- 3 IN PLANTER WREES' ab it n s9 1�MP�PVC UNION Y 'J s I o SCH. 80 PVC NIPPLE � POP-UP ROTOR HEAD I 1- SFLOW OURCEROM UNION CONCRETE PAD z 111 11 I 1 111 I I BACKFILL MATERIAL FI�1 GApDE not br aJMA "SNAP-TITE" WATERPROOF I=11 I I I I—I 11 4 I V —11 1 1 111= n FINISH GRADE I I I —� ai v ou t t eEKITORS (OR EQUAL) MARLEX 3/4" DOUBLE I — I— _ ••30. 1—I I fv .n W STREET ELL - III—III- ,. 31 I1 111= Z `cha l PIGTAIL WIRE EXPANSION v, F -i p w LATERAL SUPPLY LINE m`LOOP (MIN. 24" LENGTH) pr I _ SLEEVE - SCH. 40 PVC -I I 1T1 I— (3) SIZES LARGER THAN -I — REMOTE CONTROL VALVE SCH. 80 PVC NIPPLE 12" x 12" x 12' CONCRETE —I I 11= LINE SIZE -i THRUST BLOCK FLOW m o0 If 111 i - III I1= z _ SCH. 40 PVC Q Q MARLEX 3/4" -�� I(T �F. I SCH. 40 PVC MALE m = - - e - MALE ADAPTER V STREET ELL �n 11 k ADAPTERS SAND a 3/4" WASHED, CRUSHED �u FLOW TO SYSTEM — CONTROL WIRE SLEEVE - m -I AGGREGATE BASE Q Z W _ -J ��� ��I• - '-1 -I SCH. 80 3' CONDUIT --_ I SCH. 80 PVC NIPPLE Z SCH. E - - -- INSTALL ADJACENT TO PVC TEE TEE BRASS ELL - TYP. OF (2) -_ 1 1— PRESSURE SUPPLY LINE -III I' CONTROL AND l Q W 1—III=111—I I I-1 IAll—ill-11 COMMON WIRES - _ PRESSURE SUPPLY LINE ry BACKFILL - 907 1 ) I,, I I = -rr�SLEEVE - SCH. 40 PVC X R NOTES COMPACTION REQUIRED 2" MIN. (3) SIZES LARGER THAN �l I. ALL EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 24" FROM ALL HARDSCAPE LINE SIZE AND STRUCTURES. NOTES PRESSURE SUPPLY LINE 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE TWO COATS PRIMER AND ONE NOTES COAT EXTERIOR RUST RESISTANT ENAMEL - COLOR TO BE SELECTED BY OWNER 1. EXTEND ALL SLEEVES A MINIMUM OF 12"BEYOND EACH EDGE OF HARDSCAPE. 1. INSTALL REMOTE CONTROL VALVES A MINUMUM OF 12"FROM ALL HARDSCAPE OR STRUCTURES. LATERAL SUPPLY LINE OR LANDSCAPE ARCHITECT. 2. BACKFILL MIXTURE SHALL CONSIST OF NATIVE SOIL CLEANED OF ALL ROCKS AND 2 INSTALL VALVE IN PLANTER AREAS ADJACENT TO SIDEWALKS WHEREVER POSSIBLE, 3. IF UNIT IS INSTALLED ADJACENT TO STRUCTURE, MOUNT TEST COCKS ON OPEN OR DEBRIS. 3. PLACE VALVE BOX AT A RIGHT ANGLE TO HARDSCAPE OR STRUCTURES. NON-STRUCTURE SIDE. 4. PLACE 3/4"WASHED, CRUSHED AGGREGATE BASE PRIOR TO ISTALLATION OF VALVE BOX. O 4. ENCLOSURE SHALL BE INSTALLED ONLY WHEN DESIGNATED ON IRRIGATION LEGEND 3. BACKFILL SHALL BE COMPACTED TO 90% OF NATURAL SOIL RELATIVE COMPACTION. 5. ATTACH A YELLOW PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE O OR ENCLOSURE DETAIL. STATION NUMBER TO VALVE BOX LID FOR EACH CONTROL VALVE INSTALLED. n� 6. ALL EQUIP. MANUFACTURER NAMES AND MODEL NUMBERS SHALL BE PER THE IRRIGATION LEGEND. IV POP-UP SPRAY BACKFLOW PREVENTER TYPICAL SLEEVING REMOTE CONTROL VALVE DNA"IIy -NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE CHECKM BY AL AGURK DATE IO-04 K.T.S.ScAf JOB NO. SHET ��� L-2 REVISIONS BY LANDSCAPE AND IRRIGATION SPECIFICATIONS I o°pa ° V —2 V V IRRIGATION HEADS pD landscape and irrigation plans are diagommatic.All supply lines shall be located in planter All heads must be located according to irrigation design as reviewed and approved by the - wherever possible.Any discrepancies between plan and actual field conditions shall be reported City and/or Landscape Architect. Sprinkler heads shall be located on both sides of planting a _ar mediately to Landscape Architect for revision, If contractor fails to notify the Landscape as necessary for complete coverage. All heads shall be spaced in a triangular pattern to ensure ll —I '''I '''I'''I ��� Architect before proceeding with work, he/shea..me,full responsibility for any damages o added head-to-head coverage. Pop-up heads shall be used in any,shrub area adjacent to hardscape or costs resulting from said discrepancies. Prior to bidding o construction,the contractor shall fully walkways. Spray heads shall be pop-up where specified on plan,adjustable,vandal-resistant or acquaint him/herself with all site conditions,job factors,and area layou, . of plastic construction and designed for u e on 1/2 ISP riser. Spray from any sprinkler heads shall not be permitted to throw into the public streets or onto hardscape. Lawn heads shall be pop-up and - 3 unted flush with finish grade. A. IRRIGATION SYSTEM Heads mounted at the bottom of the slope shall be slanted to throw up the slope. Low head (III SCOPE OF WORK drainage is not acceptable. Anti-drain check valves shall be installed at each head as necessary to `1 prevent drainage. Swing joint elbows shall be designated o all risers. Risers shall be adjusted The irrigation system shall efficiently and evenly irrigate all areas,shall be complete in to grade after the soil has settled. The riser shall be PVC nSchedule s80 to fit sprinkler opening in -III-III-III—III,. very respect,and shall be operating to the satisfaction of the Architect,City,o Verify swing joint assembly. - that irrigation systems are installed in strict accordance with all pertinent codes and rreguloIlans, the original design,the referenced standards and the man. recommendations.In the event AFTER INSTALLATION w0. any equipment or methods indicated on the drawings or in the specifications a n conflict with 'Y 6 local codes, notify the Landscape Architect prior to installation. If notification is are provided, Clean and adjust all heads after irrigation installation. When the sprinkler system is the contractor shall assume full responsibility for cost of all revisions necessary to comply with complete, the contractor shall perform a coverage test in the presence of the Landscape Architect Al code.The contractor shall maintain approved blueprints on site atall times. r owner representative to determine that the water coverage for planting areas s complete and LEGEND: adequate..This test shall be done before planting begins and again after planting)has been completed. 1. SHREDDED BARK MULCH PER DETAIL.EARTHWORKS 274-8850 EQUAL BACKFLOW PREVENTER Upon completion of work,irrigation installation information shall be transferred to either 2- FINISH GRADE clean blueline or reproducible sepia prints at the request of the Architect.All critical irrigation 9. FERTILIZER TABLETS PER SPECIFICATIONS Backflow device shall be installed in .enforce with the requirements set forth by all equipment(point of connection mainline, wine,sleeves,control valves,gate valves,quick coupling 4. BACKFILL MIX AND METHOD PER SPECIFICATIONS AND/OR NOTES governing codes having jurisdiction o ercthe work in the area. Please contact the Water Department valves and controller)shall be dimensioned on these as-built plans by two field mea urements. The 5. SHRUB ROOTBALL which has jurisdiction over your area for a act specifications. No backflow device will be changes and dimensions shall be recorded in a legible and workman-like manner, to.the satisfaction 6. PLANTING PIT SHALL BE TWO TIMES THE DIAMETER OF ROOTBALL NOTES permitted to stand in any a ea where it may be considered to be a hazard to pedestrian o vehicular of the job representative or owner. 7. UNDISTURBED NATIVE SOIL traffic. Backflow installation to be at least twelve inches (12")above ground and may not exceed 1. ALL SHRUBS AND GROUNDCOVER SHALL BE PLANTED AT EQUAL TRAINGULAR SPACING thirty inches(30").There must be a twelve inch (12) horizontal space between test...k and any NOTES: UNLESS OTHERWISE INDICATED ON PLANS. obstruction. Threaded union is required on all above ground installations. Backflow devices shall B. LANDSCAPING be placed as close as possible to the water meter with an in-line ball pin valve separating one from 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOTBALL WITH WATER FROM HOSE. DO NOT CRACK ROOTBALL. l the other. GRADING TRENCHING Landscape.otherwise to cifem site within approximately one tenth of a fall la tin of finish SHRUB PLANTING GROUNDCOVER SPACING �— gLan unless otherwise specified onplans. The contractor shall tine grade all planting....s to a Trench depth for the main line shall be a minimum depth of eighteen inches (18")from the s oath and uniform grace a .cry,including the removal of surplus dirt, rocks and debris surface to the top of pipe. Trench depth far�the nlate'.1.shall be a minimum of twelve inches (12") 1/2 inch in diameter. lawnsareassshall be graded so that after cultivation,amendments and settlement, NO'[' TO SCALE NOT TO SCALE from finish grade to the top of the pipe. The bottom of the trench shall be free of rocks,clods the soil shall be 1"below the top of the curb or paving.All areas shall slope to drain and flow lines and other sharp-edged objects. No pipe shall be installed parallel to and directly above another shall be established to existing road curbs,or as noted on they plans,or as directed by Architect. line. However, lateral lines may lie next to each other(minimum of 3"clearance) within the s trench unless this creates O maintenance problem. No irrigation w volves shall be sad e a r m Tres e. nca in conc rete.Sleeved lines under vehicular paving to be 2 it from surface. PVC irrigation lines marked PLANT MATERIAL "UV"are to be run above ground and staked every 10'with U-shaped#4 rebar. Plants shall be fresh,well-established,vigorous and of no,mot habit and growth,free of - - - - -_ - PIPE disease, in acts,in ect eggs and larva. All plant material shall be a specified on the City - Non-pressure pipe shell be PVC 1120/1220,Class 200 or better. Pressure pipe 1 1/2"and 0ppved plans and specifications and shall be of the quantity and sze indicated. No r t-bound _ _L-_._undersized materials hall be allowed Changes to plant palette shall net be perm netted less - - - under shall be PVC 1120/1220,Schedule 40 or better. Pressure pipe 2"and over shall be PVC 1120. approved by Landscape Architect in writing. All container-grown plants shall be in compliance with tt _ - Closs 315,solvent-weld or better. Pressure pipe on inlet and discharge side of,backflow preventer the American Association of Nurseryman standards. y ORIGINAL GRADE hall be brass Plastic shall be tion molded, rigid, plasticized polyvinyl chloride I7 pipe. pipes inj c (PVC), NSF approved, of high tensile strength, chemical resistant and impact strength,type 1, grade _ 4" BERM TIGHTLY COMPACTED IN PLACE - __ -- 1,200 psi hydrostatic design stress design stress(PVC 1120). No multiple assemblies on plastic PLANTING TO FORM WATERING BASIN 2 lines shall be installed. Provide each as embly with its own outlet. All piping and win installed - under hardscape shall be sleeved Schedule 40 PVC or better. Size of sleeve shall be a minimum of All planting areas with the exception of hydroseed areas shall be treated with a pre-emergent - 4 three sizes larger than line size. chemical applied by a licensed Pest Control agent. This treatment shall be applied at the following - times: an after planting; at the beginning of the maintenance period;and at the end of the FLUSHING MAIN LINES aintenance period.All weeds sholl be removedr from planters and areas shall be approved by the owner _ PLANT TABS PER MANUF. 3 5 or City's representative before pre-emergent.a e applied. -I RECOMMENDATIONS Flushing of mainline shall be completed before quick coupling valves or remote control valves No plant material shall be planted until the irrigation system and final grading have been _ - BACKFILL MIX, SEE PLANTING N 6 'n place. All open ends shall be temporarily piped to exhaust flushing water up and out of the approved. Soil surrounding planting pit shall be in a friable condition and moist to depth of 8". -ff NOTES HEREON trenches. No water will be permitted to fall into the trench. Flushing procedure will be Os follows: Plant pits shall be placed in the center of the hole in a vertical position with the root ball e 7 If z open the ports nearest to the source,flush as specified above,and recap port. Continue this pro- with finished grade. Trees shall be planted at such a depth that the crown roots bear the same - - - - Illl CONTAINER PLANT ROOT BALL ceoure moving pogressively towards the end of the line with only one port flushing at any given time. relative position to finish grade as they did to the soils where they we eo grown.Tree stakes shall _be 2"in diameter, 10' loago g lodge pole pinestakes,copper naphth...I,rtreated or equal,free from PLANT PIT TO HE 2 TIMES THE o al —IIII III III IIII=j6' knots, splits or disfigurements. Stakes shall be driven a minimu of 6"from the tree trunk when WIDTH OF THE ROOT BALL AND 6" _ HYDROSTATIC PRESSURE TEST installed. Tree ties shall be Cinch ties or equal unless otherwiseernoted on plans. BELOW THE BOTTOM OF THE ROOT BALL o -III— III- Mainlines shall be tested in place prior to backfilling fora period of not less than three BACKFILL NATIVE SOIL (COMPACTED) -IIII 7 (3)hours and shall show no signs of leakage or loss of pressure. During the test period,m' mum test pressure at the highest point of the section being tested shall be no less than 80 pounds)per Backfill to consist of native soil and 3 cubic yards nitrogen stabilized amendment per 1000 S.F. \ _ square h. Soil preparation and backfill recommendations contained within the specifications or construction - — III drawings or details are for bid purposes only.Fnal soil recommendation from a approvedIII= — —l. AUTOMATIC SPRINKLER CONTROLLER agricultural soils lab will determine the ultimate soil preparation and backfill mix. Controller shall be electric and capable of automatic and manual operation. LEGEND: Timing for stations shall be independent of each the, C. MAINTENANCE NOTE: 1. TREE TIE V.I.T. "CINCH TIE"OR EQUAL) -FOUR(4)TIES PER TREE and shall be adjustable from one(1) to sixty(60) minutes per station. Drip stations shall have a 2. 2"DIAMETER LODGEPOLE PINE SIAKE MINIIJUM 10-LENGTH - DO NOT PIERCE ROOTBALL capacity of nine (0) hours. The inaga ion system shall be programmed to operate with the designed UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL ( ) a during the periods of minimal u SCOPE OF WORK 3, UNDISTURBED NATIVE SOIL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL. 4. BACKFILL MIX AND METHOD PER SPECIFICATIONS AND/OR NOTES Landscape contractor shall be supplied e with 110v electrical power and is responsible for final Contractor shall keep all t controllers,valves, lines and heads clean and d 5. BERM FOR TEMPORARY WATERING BASIN MINIMUM 4'WIDE -REMOVE AT END OF hookup from electrical point-of-connection to controller. irrigation n goo ( ) working order. Any damage during maintenance period shall be repaired by the contractor at his cost. MAINTAINANCE PERIOD Contractor shall not be responsible for damage inflicted by acts of nature or vandalism. Damage to 6. SHREDDED BARK MULCH PER DETAIL planting areas such as depressions caused by vehicles bicycles or foot traffic shall be filled and 7. PLANTING PIT SHALL BE TWO TIMES THE DIAMETER OF ROOTBALL CONTROL WIRES leveled. Exterminate gophers and moles and repair damage. All paved a will be maintained in a 8. FERTILIZER TABLETS PER SPECIFICATIONS neat and clean condition at all times. Subsurface drains shall be periodically flushed with clear SHRUB INSTALLATION ON SLOPE TREE STAKING " Control wring between the controller and the solenoid activated remote control volves shall water to avoid build-up of silt and debris. Keep all drain inlets clear of leaves,trash and other be made with direct burial copper wire, #14 AWG,Type UT, 600 volt per electrical codes (or s debris.Debris and trash shall be removed from the site as needed or a minimum of once a week. otherwise noted on plan). Wiring shall be sleeved under all hardscape. The cable shall be continuous Bare spots in groundcover areas shall be reseeded,resodded or replanted by the contractor _^ '� from controller to remote control vulva and n splices or connections shall be made except at volves within 10 days.The contractor shall be responsible far all seeded area.far a.long a.ne.e..ory NOT TO SCALE NOT TO SCALE U, and at controller. Wires shall o cupy the same trench as irrigation pressure lines when possible, until acceptable trotter and establishment is realized and approved fo the l o Owner or ece. bundled and secured at 10 feet intervalswith plastic electrical tape. Wires shall be pigtailed in berm n valve box. One extra w e(orange in color)shall be r n from controller to each farthest satellite representative. Acceptable germination and establishment"shall be realized when eighty percent point of mainline. Wire(connections shall be made by waterproof scotch locks or equal. (80%)of the total seeded area has germinated and sixty percent(60%)of the total seeded are been established for normal use Irrigation heads installed rn hydroseed are shall be extended 6 with Sch.80 PVC risers(length as necessary)to ensure complete coverage as the be mixture REMOTE CONTROL VALVE matures in height during the maintenance period. Consideration should be given to installing the valves in planted a and s ened by All irrigation materials and workmanship shall be guaranteed as free from all defects far a WIND 6 shrubs. Irri lion system,shall be designed so that turf areas are•valved separate) from shrub period e f r as than one s(1)yy ar from the date of.shalt nioon. Are5potrees and r any shall be gO ys gne Y guaranteed for period of m, months Contractor shall t be partible far y damage O Q and groundcover are s.Areas of different elevation and tune exposure snail also be valved separately. in reed as a result of vandalism, owners neglect,and/or acts of nature. Manual override shall provide for manual operation prior a electrical connection.This device shall cu _^ be installed by the valve manufacturer. Valves shall be automatically closed in event of electrical Maintenance period shall be no less than thirty(60)days unless otherwise specified on plans. V, power failure or due to breakage of pilot wires Valve shall close against flow ithout chatter and Final inspection shall be performed by owners representatives,inspectors,and contractor before with minimum closing surge pressure(minimum 5.....d closing time per valve). Valve body shall be project is released, completely serviceable in the field without real valve body from line. �11 lz MAIN TRUNK AFPHC.:E:D Z 6 VALVE BOXES ,;....: TREE TIES (4 REQ'D) 12"APART ^r„ FOR PERMIT L:SUANCE V Gate valves and automatic remote control valves shall be housed in Brooks series plastic box. MIN. NAILED TO STAKES SCOTT FAZEKAS K ASSOCIATES,INC. ,1' to VON,boxes shall be identified with yellow plastic cattle tags permanently marked ewith the lu W N valve number or gate valve. valve boxes shall be set flush with finished grade,with valves set at ORIGINAL GRADE APPROVED 10'x2"DIA. LODGEPOLES __ ___DATE N Q LU sufficient depth to provide clearance between the cover and the valve. valve boxes shall be filled (2 REQ'D) � ieweA for adherence to the !� Z with a minimum of 3"of pea gravel. Pan These 1 shave been rev Z V applicable codes and ordinance. Authorization is P CONTAINER ROOT BALL hereby granted to issue a building permit pending 0 " _ approval by all applicable City agencies. : -I (Ni QUICK COUPLING VALVES -1 BACKFILL MIX, SEE PLANTING NOTES HEREON I The issuance or granting of a Permit based on N W quick coupling valves shall be provided in each area s noted. 4" BERM TIGHTLY COMPACTED IN PLACE approval of these plans shall not be construed to Q as ss couplers shall be placed inside valve boxes when possible and shall be readily T _ TO FORM WATERING BASIN permit o approve any violation of the applicable ibl.. If adequate space in the valve box does not exist, the quick coupler shall be placed - _ - codes or ordinance. No permit presumed to give near the valve box flush with existing grad f authority to violate or cancel the provisions of such j coats shall be valid. I IL - PLANT TABS PER MANUF. RECOMMENDATIONS PLANT PIT TO BE 2 TIMES THE WIDTH OF - I THE ROOT BALL AND 12' BELOW BOTTOM OF I THE ROOT BALL <0> NATIVE SOIL BACKFILL (COMPACTED) NOTE: DRAW N BY INSTALL STAKES 12" FROM TREE TRUNK A.C. CHECKED BY Al. TREE INSTALLATION ON SLOPE 10 SCALE NOT TO SCALE Ill JOB H0. SHEET �� L-3 REVISIONS by Certificate Of Compliance:Residential (Part 1 of 3) CF-1R Certificate Of Compliance:Residential (Part 2 of 3) CF-1R Certificate Of Compliance:Residential (Part 3 of 3) CF-1R ARC INVES R TMENT 5/4/90U7 Pr°iealTtle --_-� --- -------- oat¢-- � _ ABC INVESTMENTS 5/4/2007 _ ABC INVESTMENTS 5/4/2007 419 414 ANF]41F I AN(;STAFF 4TRFFT I AKF FI SINnRF Proiectrioe Date Prolect7die -- Date - Projii Address BUNdmg Permit# FENESTRATION SURFACES HVAC SYSTEMS AlAguirrp R Assnriatpc InC (909)684-4222 True Conti. Location/Comments Oocumenfation Aatnor Telephone Plan ChecWDate # Type Area U-Factor SHGC' Azm.Tilt Stat.Glazing Type CommenCs Heating Minimum Cooling Minimum Condition Thermostat F_nE[NgyPrn 10 nnnw c n t r 1 Location Type Eff Type Eff Status Type Compli ce Methotl Field ehecklDate i LAC` 0 0310NEEG_D37 IJEHG-��O.Nefor-'rli0y nw.F nnwc WHn FHOICF el" 1 Z 2 Window Left fE1 320 0310 NFRC 03]NFRC 90 90 New Unvl Low�E vi ntlow5 WHOLE HOUSE WHOLE HOUSE Cenral Furnace 81%AFUE Packaaetl Air Can04ioner 13.0 SEER New Setbad TDV Standard Proposed Compliance Welm Rear fS) 79.0 0310NERC 003Z_REBcc 1_W 90�yj0yl low-E dn4Mi WHOLE HOUSE (kBtu/sf-yr) Design Design Margin 4 Window Riaht OM 280 0310 NFRC 0_37 NFRC 2]0 80 New Vin ow-E wine WHOLE HOUSE S _ Duct Duct Condition Ducts pace Heating 5.15 4.66 0.49 HVAC DISTRIBUTION Space Cooling 17.29 16.84 0.45 _ -- _ Location Heating Cooling Location R-Value Status Tested? Fans 2.89 2.81 0.09 - - -- WHOLE HOUSE Ouc[etl Ouctetl Aliic 65 New No Domestic Hot Water 14.43 14.04 0.39 - - -- ____PUMPS_- 0.00 0.00 0.00 - -- - - - - - Hydronic Piping Percent hotter than Standard: 3.6°/b pipe Pipe Insul. Totals 39.76 38.35 1.42 System Name Length Diameter Thick. - - BUILDING COMPLIES-NO HERS VERIFICATION REQ IRED Building Type: Single Family ❑Addition Total Conditioned Floor Area: 1,600 ft2 --- - - WATER HEATING SYSTEMS Rated Tank Energy Tank lnsul. El Multi Family ❑Existing+Add/Alt Existing Floor Area: n/a ft2 - - Buiidin Front Orientation: z - - - Water Heater #in Input Cap. Condition Factor Standby R-Value 9 (N)0 deg Raised Floor Area: 0 ft 1haw1=s«,t.eid-NFRC«Tod- 2lwrcarea dons R«n-orTaideltm System Name Type Distribution Syst (Btulhr) (gap) Status or RE Loss(%) Ext. Fuel Type: Natural Gas Slab on Grade Area: 1,600 ft2 Fenestration: INTERIOR AND EXTERIOR SHADING Ri 60 GALLON WATER HEATER small Gas No Pipe Inwlation 1 43.000 so New o 6o n/a - n!= Average Ceiling Height: .00 ft Window Overhang - -Left Fin Right Fin Q_ # Exterior Shade Type SHGC Hot wa L Hgt LEA. RE t Dist Len H9I o%t Len Hgl 1 Woven sunscreen 03a Multi-Family Central Water Healing Details �D Ratio: 12.2% Avg.SHGC: 0.37 Number of Stories: 1 2 Woven sunscreen 0.30 - - - Hot Water Pump Hot Water Piping Length(ft) Add 1/2" Area: 195 ft2 Avg.U: 0.31 Number of Dwelling Units: 1.00 BUILDING ZONE INFORMATION #of Thermostat Vent 3 w re oven sunscreen 030 _ __- - Woven sunscreen -- Control Zone Name Floor Area Volume Units Zone T # HP Type In Plenum Outside Bu3�ed Insulation hhh yvHnlFHnucF YPe Type Hgt. Area A-- -- - REMARKS OPAOUESURFACES Insulation Act. Gains Condition Type Frame Area U-Fac. Cad. Cont. Azm. Tilt Y/N Status JA IV Reference Location/Comments - --- - Boaf-Wood_--LB00_a.036 _ Na=CZAR-- WIL-Wood_-26q--QAnz_R=13 Ron N,°, nq_A WHn F - -- COMPLIANCE STATEMENT .NhLL-Woad_-_21g n 1 n] R-19 R-n n New pq.A3 duH ICF - This certificate of compliance lists the building features and specifications needed to comply wAd Title 24,Pa.1 and 6 of the California Code of Wal_Wood__z41 0102�33-RA.O.-1g0_gn lNe-DaAa yyHnl - RegvI.dions,antl the atlminmtodwa regulations to impiemeM them.This cergficate has been signed by the individual with overall design responsibility. JNall-ldaotl-_-292�.]f12-13]3�-Oa �,0 New 09-A1 1nun FHn(ICf - Th-ndersigned recognizsthatcomplunce using duct design,ductsealing,verificationofrefrigerant charge and TXVs,insulation installation quality, - -- antl building¢loop¢sealing require instiller testing and,edification and fdd verification by an appmvetl HERS rater. Designer or Owner(per Business&Professions Code) DocumeMalion An- \ III -- Name: Name: AL AGUIRRE \V�31p11 Title/Finn: AL AGUIRRE&ASSOCIATES INC _ Addhass: Al Aatirre&Associates Inc -- - --- ----- -- THERMAL MASS FOR HIGH MASS DESIGN Address 2222 KANSAS AVE ASSOCIATES D Address: At2222 ARKansas Avenue,Suite•o" _._ -------'--- -- Area Thick.Heat Inside Condition LowtioN -- - - -- - - Type (sr) (in-)Cap.Cond.R-Val. JA IV Reference 5[alUs Comments. RIVERSIDE CA 92507 River 68 2 92507 Telephone'951-684VRIVERSIDE Lic.#: TelephD 9li&442 WY-- - (signature) Y feat=) fatti I d7 feat¢) -------- Enforcement Age,lcy -- -- - PERIMETER LOSSES Insulation Condition Location/ Name: - ------- -- Type Length R-Val. Location JAIVReference Status Comments Ti"e„rm: STAMP _-- Slab Perkneler 160 Nonewinsldabon 2"1 New WHOLE HOUSE Add Telephone: lyllllll'.,IaRI�V1'I,Ilrylll -� (signature) (date) W Its Run Initiation Time:0510//07 14:]1:36 Run Co 1178316896 3 by EnergySld see Number:­2 :ABC Page.3 Run Initiation m le-&GR1419 4,3-36 Code:1]8314 6 EnemyPma o111 E rig P 3 b,E os b U N 362 Nlmrber ABC Page41f11 I EnemYPro 4.3 by EnolgySOX User Number:3t62 Pane.51I11 `\IVVV\(((pllll Mandatory Measures Summary: Residential (Page 1 of 2) MF-1R Mandatory Measures Summary: Residential (Page 2 of 2) MF-1 R NOTE. 1.1s.esr Certificate of Cwn prarce suDwcede the ilerm m«Nw swuarhe sa ryurmmsw nre agsatrwiessks('o)bNeela cyo.mwptiaawnteh a pisph.eacni uttrieaab.oxMRooreha st-inndgeaNt hcdom pladIndc e NOTE: g l eana,smusotain iho mea eregdbss ifne inplaeapPoM1 d More ss gen he lealures mtw shall be considerw W all p«lin as mnimum wnpmeM pedomwwespecI--f«Ua nandall minxes-Ir pmpllance requirementsa,Rom the cedidcatu of compliance sup«cede the items-..1ea with an aaleaak c)boon,Min,this cneckllM is they are inwryomlw lbws elsexhere in the doc«neraswmins checdist aYy. Iro the p«mil of-inl ine lealures noted shall ha considered .li red by all ponies a%minidxdd onanl pedoodah-ap.ifions for the mandatory measures--her Wey are snows ehev4rere in Bid d...din is Ili an this the d.only. N DESCRIPTION Checkorini-then applicable-andboxes or check NA if not applicable and included with the ENfoRc6 ions:Check or initial applicable boxes when eompleted or cheek WA it not ENFORCE- permit application tlocumenta[ion. WA DSSGNEn MENr DESCRIPTION Building Envelope Measures applicable. WA DE91gtlFA MEN! ,n Space Conditioning,Water Heating and Plumbing System Measures:(continued) U 1 N 415far Mr-R 1q rn wind a=rlr in%stolen w¢anoint U-l-rn m=WI h­.ifi, ❑ Ox ❑ §150(m): dil d Fans tu I 4+solar Lola¢rrll rnallabwl ma«,raenrera 1-1-R va ❑ p ❑ 1 1.AlAll duds aw plenums linstalled,sealed antl inwlalea lI meet 1ne requirements of the CMC semi=ns 601,O.Q.I.I.604,❑ ❑ ❑ 605,ana 5lantlaN fi-5:supply-air one relurnair duds and plenums are imamed b a minumum installed­1 of '§150(c)Mrnrmum R-t]wNlrnsulum in wow namaawalm«equvatwv u-Iacwrmm0aurame wags wle%nw ❑ O ElR-a.�I,¢,made=mbelrmelndb d.d,doe.oD=sings anon m%emae,wn maalm.mpe fir olnar aancloaure aratem _q pply to ed«b,mass walls). M1at meets he appli.ble requirements of UL 101,UL 181A,or UL 1018 or aerosol sealant tM1a1 meets the requirements Vr of UL 723.'I(mas11 ortape is usw to wal openings geealer than 1/O lch,Ihe.mbinalln of mastic and eahor mesh �� •4 15o(a):Mmmun R..rased don i,aulatnn in lramw doors or equivalaM u-lee«. ❑ ❑ ❑ or rap=anon b used. §150(ep liddandrwn IF Fdeplaces,De.rd-Gas Alxsen-and Gas Logs. 2.Building ca d,od.supp=d plad-l«ai,handlers,and plenums aefinIt o,coindnided with maleaals older than ❑ ❑ ❑ V d- seaIl ll d et metal,duct..,it I,dII.N.duct shall It be used for wn phit conditioned all.6uilding.Ilil,i and O �� 1.lA11w factory-tan bh,a nave. I `wDpelt plc'formscnay-d-ducts.Ducts installedin.,0ies antl dIppan platforms shall not be comp-d to cause a c orglazs aoorcwenrg the mkre opmirg lrlhe firebw ❑ Q ❑ nd in fine lou.e.hdI area of the duels. b.wtsiee ai r4ake wits aamP«aw mrwo1.due damper aw contrd ❑ C ❑ 3.Jlinrs and seams of and systems and hid,components shall npl be sealed wRM1 cblM1 back rubberatlM1esive ❑ 10 ❑ V/ 3.NI cortheaus burning gad pilot RgNa offs-d ❑ O ❑ duel lapel unless such tape is urea inmmbinali°n with mastic and draw bands. ILI 4.Eha,i tan srstema Iran,back drag...ut all dampens. ❑ ® ❑ Qy t- §150(9 A+r retorting wrap lwallw to dnnoh-d1h§151 meets requremm[s specioad,fine ACM Residerwal Manual ❑ ❑ ❑ I S.Gm,ily ventibtirg systam,i.,ving.ndibonee%pace nave=Bba,anondo.w readily accesvbm,do-Ily op.,11.9 ❑ Il ❑ `� O §150(g).Vapw han.-mawat«y m Ob-o styes 1.ana l6 anly ❑ ❑ ❑ i dampwa. lIA 4 6.P^,-i.oflnsulation.Insulalionshallbeprotect¢dfmmdamage,indu ding that duetodin4ghLmoist-.1iiipmenl ❑ ® ❑ 1m(b:Sib edge moan¢,-ware abawlMi°nro,for me lmuladan amw wewul laci,gs nl grease,than 03%,water vapor ❑ ❑ ❑ retakant and wind.Cedumrllam inxuMtign snail be pmtecredaso-l,paindd1.tba.atitglhatB.dh 'Q} ta no g �- ,doon, a Mon greater than 2.0 adn-h. ana provides shielding ham solarradatipn that cause deg,aaalion of fine malond, She ImWatwn aDalarw fir malallaa m=et%lamalmn arstadwiw aaliry%awwds.lMcmatypadbd-hxe ❑ C ❑ ]-He,mle aaea lanngt sane plmy%mner.rea. ❑ ® ElC""Form. w Q 411617:Fenest-Proawts Exterxx aM tries bNE tan Con §114:Pool and Spa Heaing Sys Eq b m to V 1.Ah ff' y Ri Ih.Apl'a-Effi-ncy Regulan-on on switch mounrea outsd,It the ❑ ❑ ❑ v, Q 1.Doors awwwoxs beer waeaw sea spaced gwrolima air eakage. ❑ ❑ i he sn.dlod-,esrslan hop lI g'sl ce seal rig and sop It GgM N (� es^e eU rates) wan can u .cwhfiw SdarHwl can 2. II d 'h. fit{.. ^ Z W CoeRrwc eM(SHGC).Indf ficaton ❑ C ❑ ❑ ❑ ❑ 47-tiMalas"Ipp tweenfterand M1ealer(or(uWre solar M1ea(ng. 3 6tenortloors aw wwows weatn«sle peed a jl insaw perwvati«w.Jkeeaw sealw. ❑ L ❑ e I a ,ppealr small,%pea. ❑ ❑ ❑ .n !Space Conditioning,Water Heating and Plumbing System Measures 3.pool nrnna n=IaandaarcmarinDnmpfimesw;tph. ❑ ❑ ❑ V Q Y Qr g 11s.Ga%fi a nlnd-t,ar ken.nl raatM fir npnaenma.pk rig avpi anFea none rip elm nvin%fir ❑ ❑ ❑ ERMI1:•.;U (V r 41101J RVAC equ pment water nest«ssM+«wwsaw tenets ten fin Wlw E,remy Clmmissmn ❑ C F. burri rig pll lgnl(Ez p- heal kng app lances with pb1 150 B1u/hr) FOB PERMtiI ntJANt:E':' y rs spa ° SCOTT FAZEKAS&ASSOCIATES,INC r(�� f(`Vr �-/ §"10):Cwl Roof malty al bdonto di,11,111d.lens ❑ ❑ ❑ I ...- --- � UJ •1 tL $ Heat rig awrw Fw,re lad%ealmalw na=e«dam=wah ASHRAE sMACNA«AccA Cl ❑ Lighting BY_ DATE 5 Both) g g Measures These plans have been:.dewed for adherence to the 4+50(ir Semack lkam.tat on all apelabk neatrrg and.cooWg systems. ❑ ❑ ❑ §150(k71:HIGH EFFICACY LUMINAIRES OTTER THAN OUTDOOR HID:cgnlall-BBhgh eR 3viod Ds asoullinad In TabM ❑ ® ❑ appllCabie C--Odes ittd ordinance. Authorization 18 +50C.and dl notcond,M1 ediums 1W rood,ckel(E24IE26t.Ballasts llr lamps i]Walis orgreaterare her b 1od io Li S.UC a building§+sog)weth ay%rein wce one tw,k rnwlxionaw.pnm ay%temali,a insnaux, HIGHE dna,a an LUMINAIRES OUTDOOR OR!non 20ba appro,.i by it applicable City age...., permit pending Imo' §150(k)1:NIGH EFFICACY LUMINAIRES-OUTDOOR HID:contain only M1igM1 elfi.cy lamb%as oullinee in Table 150-C, ❑ ❑ ❑ a a na wage gas water heaters rates wile an Ene9Y Fxlness than O.SB muM be Mwnaky wrapped won imulmn luminaire has faclpry inslallw Heballast. ' 1 mg an marapea tbe,al resaWn.It R-12°r greater. ! The --nee Or a111ir1 2 eapwn m,aplbs §150(k)2'.Permanenly installed luminaires in kitchens shall be higher(myluminaires.Upto Sa%oflhe VdbRge.asdete,mined ❑ [x1 ❑ gr g of a permit based on planks y1tIndoidd-a«age Mnka.wwh«l-thot-111nksnwe R-12e1-1 ❑ ❑ _ in­dx,130(h.x,ad billy inaladbd lummailldknchens may bolo lundd'hesthat are not high dr-Yi-nid- l app-al of the a plans Shall not be construed t0 msJahon lrR l6 nterrai mN„maw,wrat=ewthe exl«w altherarH show rig lheR value Drevaw final mead ly wby awimnea aevareta rmm mose.n,ml ngi-,.tile i perrii t Dv arPy - ration of the applicable §150(k)3:Permanently nsla etl mz garages,auntlr rooms uglily rooms snail be Fgh effc yl lies. ❑ (=: _I p 3 Tne raoowng Rp.y msualea acwrdiI Tame 150 A/8«Equabon tm�A mu wien Th ckress OR ale con.11Id by .n (sl 1-1.compy hSeclln 119(d). ins O`I ( 1NOp non presumetl IO give S er laNs wn,ammual rrg%y%lama,ana eNke ❑ L, §uo(k)a:Rdlind. ml mnea m area llpaea inn=,manmkenens bommom% a gel Iannary,Ioma r y I I ty I ere o LIT-1 the provisions of such ktF.grmirla�Irr ar�ng:ea°rsm nw°Yrem`e<apea't-Ill r,wated to To.,lsae soal�i nrgK eur.cy wmmah=%(-pl=I%el%eaahan 70 n) Ra,=I°n�roneabrammmar aw;lcn°oR an ❑ C u rodeS snail be valid. cobgzyzren+aq�pwrng aasbon orvlka oral o.«w=c aiesl.Dilsng ulauWed ceraeennwhng aolree ma ❑ ❑ _ I.-Ir a by an occnpinl sensor that comvn=a wilnseemn Tl9(e)Inat ma%nonum°n amomabwllr fir na,ean DRWN y rnmra%t wa1«t aaa cenanlalwmTa NlSo.e are Egnabpn l50-A. 4u6a)s:Llmla�,aalnzp are rec=aaea into insulated ceilings are apprpved(or zero dearest¢insulation cover(IC)and era ❑ I] ❑ m I o 4 Stea nxi.n..IMans still. hat wmer system meet equireme s+l5 ox. rts ll Table 123-A ❑ I❑� _ cehAdd to ASTM E203 antl label.as ai,light(AT)to tens than 2 0 CFM at 75 P-lb. R SIn must be protedea hom tlamage.ircluarlg that WerowMigM.mvstwe,ayarprnen maimerence, ❑ G - 51S.0,W Luminaires arovid,-don.,lighlids and pemmnently moudled to a reudentialbuilding°r la otnerbuiaingsln the ❑ 17 ❑ ��m h do-y luminaires(not including Ignling amuntl swimming ppalslvIer leotards Ili older Anima aw wiM Sao lo.tl-)OR are w,.tied by ocwpanl sensors weh inlegral photo conRol cenrfi=d to comply wile S m 11g(dl. I K/DATE I#G 5 er pipn9aw rely«aril suction pgi,5 mhdesa ClG ❑' §150Bd7:Light,g for parking is fir 81,more vehhls shad nave light,that comp wim sedmna vo l3z.oriels. ❑ ❑ ❑ I �� eNnery me wGliwad space. apw rnaraaNwrsercmw ll,ildng ion palling gam for6atmore.eleasnail I-IgMing that.mpfawith9Mio11>t1,131,and 146. OD-01A a ].sae,water-neafing d,bohilloldr ors are-bet wine Saa,noting ana enhrrcawn C«poabon. ❑ C G 5150(k)s Permane.IIy install ell Id,.Rh ng'rn,he endoseQnorvdZ°ri,g spaces 11 law-n -idenlal buildings wen lour or more ❑ ❑ ❑ EnergyR14.3 by Energy6oR Use,Number:3162 eDNumO«-.ABC Page.6 o111 d119(a'g units mall ba high=Idcacy luminares OR are conlrolka by awupanl M-di)ceeided lcomply wild Section $pi11E V4=•1O. Edx,,Ro 4l by Ene,gySld ser Number She Job Number As. pan.,of 11 JOB N $H(Er EC-1 p REVISIONS BY Certificate Of Compliance: Residential (Part 1 of 3) CF-1R Certificate Of Compliance: Residential (Part 2 of 3) CF-1 R Certificate Of Compliance:Residential (Part 3 of 3) CF-1 R AR('.INVFqTMFNT-S-Mff R sr4/gnn7 ABC INVESTMENTS UNIT B 5/4/2007 A BCtTNVESTMENTS UNIT B Dale 5/4/2007 Project Tifle Dale Project Title Dale d12 414 ANf)416 I ANr'RTAFF 4TRFFT I AKF FI RINr1RF FENESTRATION SURFACES HVAC SYSTEMS Project Address Building Permit# True Condo Location/ Heating Minimum Cooling Minimum Condition Thermostat (909)684-4222 # Type Area U-Factors SHGC2 Azm.Tilt Start.GIa Jng Type Comments Location Type Ell Type Eff Status Type fir Ptan enaauoa,e Docurd'entatonAuthor Telephone L Wmdnw Rlghl fill----S,0-Q3D1lERaJL7NFRC.�yO-N-V"I nwF vi nnnvvc Wxn1-CHeF MOLE HOUSE Central Furnace 61%AFUE Parkaoed Air Conditioner 13.0 SEER New Setback Erlp�ft _- Fleltl ChecklDate 2 Wndow Frets (E) Coco I -sPM thoa ------- -- - - Climate ZOone '--- ---' 65.0 0310 NFRC 037 NFRC 90 90 New V'n IL W-E windows WHOLE HOUSE �WndoW--Left (51 75 03LO NFRC 03]NFRC 180 90 Ner V'nvl Low-E windows WHOLE HOUSE TDV Standard Proposed Compliance 4 window Rear fbVt 16.0 03IONFRC 0_37 NFRC 2]0 90 New Vml Low-E windows WHOLE HOUSE (ketu/sf-yr) Design Design Margin _ - _ HVAC DISTRIBUTION Duct Duct Condition Ducts Space Heating 8.75 7.47 1.27 _ Location Heating Cooling Location R-Value Status Tested? Space Cooling 33.37 35.20 -1.83 _ = MOLE HOUSE DvMed Ducted Anio 6s New No Fans 5.60 5,84 -0.23 Domestic Hot water 23.13 22.11 1.02 - - - Pumas 0.00 0.00 0.00 - Hydronic Piping Totals 70.85 70.62 0.23 = - - Pipe Pipe Ins _-_ System Name Length Diameter Thick. Percent better than Standard: 0.3% _ - BUILDING COMPLIES-NO HERS VERIFICATION REQUIRED - - - - Building Type: .Single Family ❑Addition Total Conditioned Floor Area: 805 ft2 - - WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. - Water Heater #in Input Cap. Condition Factor Standby R-Value ❑Multi Family ❑Existing*Add/Alt Existing Floor Area: n/a ft2 - - - System Name _ Type Distribution Syst (Btu81r) (gap Status or RE Loss(%) Ext. Building Front Orientation: (E)90 deg Raised Floor Area: 805 ft2 1.lob.-so.-I.erI NFRC arable 116A. 2.I -niomceetne-fiom NFRCaT.-H.. 50 GALLON WATER HEATER Small Gas No Pipe lnsulagon 1 _13�00 50 New _ 060 Ill. No (t Fuel Type: Natural Gas Slab on Grade Area: 0 ft2 INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin \Q� Fenestration: Average Ceiling Height: 8.0 ft # Exterior Shade Type SHGC llgl. war Len. HgL LExL RExt Dist Len. Hgt 0. Len. HBL MuIG-Family Central Water Heating Details Area: 96 ft2 Avg.U: 0.31 Number of Dwelling Units: 1.00 1 woven sunscreen 030 Ratio: 12.0% Avg.SHGC: 0.37 Number of Stories: 1 2 Woven Sunscreen 0 3 woven sunscreen 030.30 -_-_ _--_ -__- Hot Water Pump Hot Water Piping Length Add abo Control # HP Type In Plenum Outside Buried Insulation BUILDING ZONE INFORMATION #of Thermostat Vent a woven sunscreen 0.30 ---- �I Zone Name Floor Area Volume Units Zone Type Type Hgt. Area REMARKS _ OPAQUE SURFACES Insulation Act. Gains Condition rn o Type Frame Area U-Fac. Cay. Cont. Azm. Tilt YIN N Status JA IV Reference- Location/Comments - - COMPLIANCE STATEMENT Elo°t_Wood-SOS rim -B.L4 Rnn� tfin 'N� D2_Aq WWAOEHO c _ - Thiscertificateofcomplianceliststhebuilding featuresrn specificationsneeded tocomply with Tit le 24,Pans1 and iof(he California Codeof Wal-Wong �(11`L n nD6�,'t11�Al].�g0�2 N F Tho.nlbns,and the administrative regulations to impkment,hem This certificate has been sgned by the indivkual with overall design responsibility. �_yyppd -J2E n+n2�tg R=n n_/L�1'D _ Now SL4A3- eF - The undersigned recognizes But campf rice using duct tlesign,tluc!sealing,verification of refrgerant charge and T%Vs,insulation installation quality, WuT_kVoo��fL1 n 1n2�13_RDk­ML tom- o A ,nun F HOI cE _ aM building envelope sealing require installer testing and codification and field vonfic,tion by.approved HERS rater. KABIL-W-d-�fl n 1n2 ELJ n R-n -- (-90 New_➢o_A _vultn - Designer or Owner(per Business&Professions Code) Documentation Author d- WBU-WOp _ 2c2_0-OZ R-13_9- -2711_.�D Neap.-Do-n3 WfOL E EQUSE \WI'IKII - Name: Name: AL AGUIRRE - Tige/Fion: AL AGUIRRE&ASSOCIATES INC TRI.1r,,Ho At Aguirre&Associates Inc -- THERMAL MASS FOR HIGH MASS DESIGN Address: 2222 xANsns AVE sulrE D Address: zzzz xansas Avenue suite•o- _- C v s .-_ ---_� - - Area Thick.Heat- Inside Condition RIVERSIDE n Location/ A9250 - -- --- ------- -- - Type (so (in.)Cap.Cond.R-Val. JA IV Reference Status Comments Telephone:951-6844222 Lic.# Telephone: Oa1ide CA664-422 - ----- _-.----- (signawre) -__ (aatel (signature) (gate) II' Enforcement g Jryl�ly`Ippft'\ITIIIII,I( ---_ Name: --------- ----- PERIMETER LOSSES Insulation Condition Location/ Txel rim' - _- - STAMP ---- ---- -- -_= Type Length R=Val. Location- JA IV Reference Status Comments Aaaress: Telephone:_.__ tl'll'IIkJIplk``I{IIIu11 - - _ Is9nature) (a Me) . Run Indlation Trme:05/04/07 14 60:06 Run Code:1t7&3t5406 Page:3 of 11 Run Init t on T me OSI0IN7 t4-60:06 Run Code:11]8315406 _ _ _ EnergyPro4l by Energy5ofl Usor Numbcr'3162 Jcb rvumba.ABC i Enagy-3 by En S.R User Number:3162 Job rvumber:ABC esub 4of 11 I EnemyPro43 by Enemy9ofl User Nu b 3162 BC Pme5.111 I Mandatory Measures Summary: Residential (Page 1 of 2) MFAR Mandatory Measures Summary: Residential (Page 2 of 2) MFA R NOTE:tuvrue resiamuai piltlwgssWjec,w U,a sramardsmetcanainthea measures regawlnaaltM cdnpiameapproazn used.MoreslMWntoo visce NOTE:LowTise residential buildings subject to the Standards mull contain these me sregardlett of lM1e compliance appraadr used.Morezldngent ■ regaremenmkomwe CeNriwte of Campiame suPadeae lnenerm merkM wnM1 an aztwkh(•)Max.W evvcnecMistlsircwparaleabbsocpamn -Ili--requirements from thA Cenifcale of Compliance supbncde the tlerns ne-wilt,an asterisk C)betoe.When leis cnecklist is inwryoated v W Ml ponies as minimum compo Ipee.rtnarrce spe=ifications M tW-..-measure wMM mot u fits res noted shall be consitlereO Ey all paaiez as minimum wmp ant pedormance specifictions(or the manaalory u s MsW�il Eeomswon wn elne:M1 In lI.documents or.o this.-Hill only. a,Ns rnecwat.N7. (N`(may are mown els Check olr initial applicable boxes or check NA if not applicable and included with the ExFOROE measures wnelher Instructions:Check or initial applicable boxes when completed or check NIA if not ENFORCE- DESCRIPTION pormitappricafiondocumeolalion. DESIGNER seen DESCRIPTION applicable. moor oEsioxER MENT Building Envelope Measures NA, Space Conditioning,Water Heating and Plumbing System Measures:(continued) V Nt tu 4150to Mint..R.l9,nwooeceibn,ivAononarequivmemu.wrorn mots same ibrg. ❑ ❑x ❑ §150(m):Duc+sana FansaM y 1.AgdudsD n.msmst.l.d,zealedane insulaledtomeellhe,equirement..the CMCsedions6D1,602.603,604,❑ © ❑ IJ3 4 1s0(b):Loose M i .Aon marvlacNrefs k .R-Value: ce ❑ L ❑ 605,and StandaM 6.5;supply air and retumair ducts and plenums are insulated le a minumum inatallcd levet of R-4I orenclosed entirety in conanionetl space.Openings sna4 bar..1..1,mastic,tape or other dud<1-ts sysem §150(c):Minimum R.l3voll-WMionin wood Vametl wallsa se..1mt U-radon mdal terno-Ift(does cot ❑ ❑x ❑ that meeis th-ppr-1.requirements ofUL 181,UL181A,or UL 181B or aerosolsealonitbatmoetstherequirements ^\ aPd'/to oaon,mass wxlz). of UL 723.If mastic pr tape is used to seal openings grnter Wn 1l4 inch,the combinalwn of masts aria enM1ar mesh .(� or tape shall be used. ■` 4, §150(df.Mmmum Rl3 msea b-n-obbinin re-Mows a equivalent lMa ov ❑ ❑ ❑ v ..euild'mgcavitks,dod plan lox air M1andlers,and plenums definedor coretrpded withmeledtl shill nd ❑ ❑ ❑ aloe therm.tal,dy...brdii-,A.1blbivilb notbeused tar c pp.dn '.6uildin a O `- §1'.D(e):tnsldlabon IXFirepaces,Decoralrve Gas AppiarcesaM Gas Log. se y 9wnaitionetl au gcavities an support plaeoems may eon lain tlucls.Ducts Indalktl in nvkies and support platlomis sM1all n.l De compressed la cause /� Q 1 Mazmry aM factory-Will rrensb-nave: reduclionz in the cross-sedianal area of the duds. t■ A.ckaabk metal.rgMss door covering the entrte o0eMn9IXlhe firebox ❑ 51 ❑ 3.Joints and seams ofd.ct syslemsand thbi,c po vinrbh Itnotbe..I.d with cloth back rubleradli.i. ❑ ® ❑ E.atside ark iNake wilt,damper and coNrd.due damPeraM amtrd ❑ Q ❑ duct tapes unless such tape is usetl in combination with mastic and draw bands. 2 N.continuous Coming gas pld 1,11 BAva. ❑ ❑ ❑ 4.Eiio.,v fan systems have back draft or tul.matic dampers. ❑ ® ❑ 41 reto ling wmpibenled to­1,with§151 wsono,oremntsslaec-in the ACM Residential Mmual. ❑ ❑ ❑ BGavay ventilating systems serving wndilwnedspace naveeither auwmatkor readily accessible.manually operating ❑ 50(1)Air ® ❑ to rdampers. 415o1g).Vapor Earners maMNory in climate Zones 14 and 16aay ❑ 1-1 El6_Prolection of Insulation.Insulation shall be protected from damage,including lM1al due to sunl9M.moisture,equipment ❑ El El > W la Watwrtatanewitnout tacit, retawanl d CelluUr foam insulation shall be protected as above.,painted vnlh a coating 1M1at s wtlx N s b.nr.vudanon-orate-absapwn rde for Heins gs no greater than p3%,wakrvap.r ❑ ❑ ❑ mainlenaand le ides shielding from solar radiation moat can cause tleg,.da n rb material permearwe rate ra grnter Bran 20 pdn9indl. ❑ ® ❑ ''1 ,l� 41,a:In spn a n ,fied orm ddka meetsreulnion insidlatim Aleut,starwb-I Axte types.Ad.. ].Flexible dudsgnnmhavvrd Egs,nner mores. iM v tie Farm: ❑ O ❑ §114:Pool and Spa Heating Syslemsantl Equipment 411E-17:F.nonetun Products,east.Doors.-no ln6boboveasionno Cmtmis. 1.A lhermal effni ytbvt complies with the Appliance Ell-,.,Regulnr.ns.on�o1(swilch„mount¢¢outsideofthe ❑ El 1-1 1 OcorsaM wmwoxs Eehveen cakklwred arw ureak�tiorwd spares cesignM to limn a,IeaNage. ❑ IR El neater.wealharpreol operating ins lion...electric res¢tance M1eat,"g and no Dilal light. Q VI 2.Fo, coon prod-A(except field Rr.tew)have kM with cooled OF fix c bco Solar Heat Gain ❑ ❑ ❑ ,stem is installed wnh: Q CM6ciern(SHGC),and in6ltaran cenigcali.n. ❑ Q ❑ a.Atkasr 36'of pipe between 11ler-beater for future solar healing. 2 b-Cover tar oultloor pools or outdo.,spas. ❑ ❑ ❑ N swppeda jams and pendretwre tau ke0 arq sealed. ❑ C ❑ Q IL 3 Pool sysem has I'1 ump' ❑ ❑ ❑ tu (Space Conditioning,Water Heating and Plumbing System Measures §+s:Crat6retlfantype.e u D e h ra n a kmgtDDrte-,1-no�dlNaedy El ❑ ❑ bumnB Pict lest(E pl :N k gapp'ances Adbp. 1608Whr) APPROVED .. OR 4 t1et3 HVAC eGuDmnt.water heaters snowerMaes aM touters cahfietlWme Energy Commission. ❑ ❑ §11e(q:co.l Roal materal meals sp- Marna ❑ ❑ '^ a FAZEKAS PERMIT ISSUANCE §1W(r):Hexma arNa coding loads calcdded In accudarce wgb ASHRAE,SMACNA er ACCA ❑ ❑ Lighting Measures I SCOTi FAZEKAS&ASSOCIATES,INC, g §150(g1:HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID:contain only M1igh elfi..y lamps as outlined in Table ❑ 41se(r Wrack Bbemwstatnalla andwrmdi ❑ ❑ i 150-Cand do not=.nlainamediumscrewbAs bkel(E241E26).BalMdsmr lamps l3 Walls.rgrealer era i BY DATE 7 s PplmaEk nealag rg aysterm. denim ariantva to output aegvn.y no lean roan 2p kHx. These plans have been reviewed for adherence fio the g 415og)-.Wafer system ppeaM renN artulmlonaM coding systems kneimWNion §150(tol HIGH EFFICACY LUMINAIRES-OUTDOOR HID:nnla,n ,nigh elfincy lamps as outlined In Table 150 C. ❑ ❑Xl ❑ i applicable codes and ordinance. Authorization Is Storage gas orate,ranter:retell w,tn an Energy Faua less ltan058 must be evterndty vrcappeawnn,mdabon ❑ ER ❑ j luminaire list ladoryidled HIO ballast nanng an inManep tnarrwl resistance o1R�12 agree¢, §150(k)2:le5echon1130 oaufpermanentsin kitchens shall be M1l9kim lM1ensymaum,nano:.Upw50°h of lM1a Wattage,as delermwed ❑ Cx) ❑ I hereby granted li issue a building permit pending ^)o (enswnetl wminatres in y b.In wmi.aires m.t are not nigh Mric---inairas, approval by all applicable City ages ties. z I3a=k-up lank:wr solar:,Mama,„nnree swage tanxt.ar UM,nmred rat wMenarns nave R.1z exBe<w ❑ ❑ ❑ vra.mea cot t ee wmkaaea t ...Ironed by=••mhos sapa,ma fr.m m...o-na ng Ind nigh efr aw mmwafies. ,naUlae.nwRl6lnre,nl,mulaua,one nwwMea cm lneeMa,a oru,e monk:,cowing tta Rwalue. §1so(g3:P.rmtnemryinswneal.rdna,resm Emmnma,gaagaz,ttvnary r..mt,vfinry rooms shall bar ngn alnca=y wmma,ret. ❑ � The Issuance or granting of a permit based on 3 Tne fdwxxg ppkg is,nsulatee accwdngro Tabk t50-Near Equation l5p-A lmuldwn TNckress: OR are c.ntrolletl by an ocoupant sens.rc%)cenge0 to comply with Section 119(a). r-I approval of these plans shelf not be construed to x §150(k)4:P an in toile¢luminaires ocaled other IM1an in kkhens,Oathroams,9a ges.launtlry moms,aria utility rooms I `l^ msfnmf rid aM.ole w,uer moves=Treed towatx treater Ia nbvocv-u tkBsysterre,aM eN,re ❑ ❑ ❑ fine¢msK efficacy luobrinbc,(eznDt corsets lass I-708j OR are conlmlktl%bdlmmal swil.h OR are ❑ r`. ❑ permit or approve any violmion Deis¢applicable N,ym of ro.non alrg sa=mnamnd.mar pees aria na-ntwatedwrtxe lsea x db pa tnnaor ma p s lion tiBla)mat does n.11um oo arum 1I,,.1 have to I codes or o d nce too .err t p sumed too gi �'#N 2Cn system PPrng(sub7'r1IAvwoc wIXreb.)p',n.ateebetwemhnfrgs.u¢ears ❑ ❑ ❑ §150(KsL - - zecre=esta coo nsl g .Drove¢waea de.an=e naa .n c.var(c)and art ❑ ❑x a aldl0 ety l -. -te Ur C .el con pro :ions t ch A 2D C-75Pas=ats.al Codr� 1 he v.;fd. mdrttt w an ee"mu Metl to TaEte t500and Equa,Rn 150 A. cenifed.ASTA E2e3 anadabe ell as ailgM(T)wless than r : CHECKED I. 4 Steam tryer.nw lnntkg systems atwtwaer syslems>15 Pv,meet requiremenz of Table 123-A ❑ ❑ L- §150(N6:Lu sires providing oultloor lghling antl permanenllymountee tea residential building.,to erne,bvlcbmgs.n we ❑ '❑ i AL Id1,11I G a 1-05 u b q¢tree Iran damage vwludrg tM due w ov,hora,..:more,nio-or mdntenance, ❑ OX ❑ � o.I gn 1/ y ( a� g 1 P Isl A Bid)_ 600 )OR E p 9 P r I �1- p 6 in, w ter ggn9 aM an Seam sou on ppn9.co uenavapa rdarnm orrsenc osel ❑ C ❑ §150(k)] y 91 P 9 I 0 n 9- S , 7. ❑ ❑ = I OD SCALE erva eb n ca'wmaned span. L -9 9 Ig 9 M1 M1 S 130 3 a 1 ems=olle<taa are=n nee br ire so ar aafrg aria cenumal.n eaDatfo,. ❑ C ❑ 41sa(k)e. d' .11 na res oe a,ea°g pa d g BseUw. ❑ ❑ ❑ I Job N an Wn.cot I 1g()9unnss dEY eccupam se rca)cenf /JOB NO. rgyPro4 by Eneroysofl s Number 3162 der ABC Page:6.1,1 EneryyPro 43by B-9y5oe __e1_3162 Job N-livr'ABC Rage -- SHEET EC-1 i3 d PRECISE GRADING PLAN LEGEND GRADING NOTES '- F.F.=000.00 BUILDING FINISH FLOOR ELEVATION EP.=000.O0 BUILDING PAD ELEVATION 1. All work shall be done in accordance with the City of Lake Elsinore Ordinance No. 801 and 882 and applicable FLINT STREET -emu -� - 402.75 F.L. FLOW LINE ELEVATION standards and specifications and the latest edition of the Uniform Building Code (U.B.C.), Appendix Chapter 33. - 2. A permit sha'I be obtained from the Engineering Department, City of Lake Elsinore, prior to any operations. G.B. GRADE BREAKE 3. The deg- Io and/or the contractor shall notify all utility companies and U.S.A. ALERT 1-800-422-4133 Per / Y Y P ( ) / \ \ forty-eight (48) hours prior to grading. 180.75 F.S. FINISH SURFACE 4. The contractor shall notify the City Engineering Department at least twenty-four (24) hours in advance of beginning 180.75 T.F. grading operations. -fe", ff- I TOP OF FOOTING I � 5. Dust shall be controlled by watering or other methods approved by the City Engineer. II t - 161 180.75 T.W. TOP OF WALL 6. Cut slopes shall be no steeper than 2 horizontal to 1 vertical, unless otherwise approved, and shall be shown on the plal! n. 7. Fi slopes shah be no steeper than 2 horizontal to 1 vertical, unless otherwise approved, shall be shown on plan, PROPERTY LINE o d ihall not have less than 90% relative compaction out to the finished surface. 8. Fds s.all be compacted throughout to 90% density as determined by the modified three (3) layer A.S.T.M. - j / / D 1 57-70 test method. / - DISTURBED AREA 9 Fill areas shall be cleaned of all vegetation and debris, scarified, and inspected by the grading inspector and ff=yw K., 1""I" _ approved soils testing agency prior to the placing of fill. . I Q 10. All fill material shall be clean earth. No fill shall be placed until preparation of ground is approved by the soils engineer RETAINING WALL(BY SEPARATE PERMIT) 11, F'n'sh grcce shall be sloped away from all exterior walls at not less than 36 inch per foot for a minimum of three (3) feet, then 1% (minimum) to flow line of earth swale. 12. Mioimcr uldro pad and drainage swole slope shall be 1% if cut or fill slope is less than ten feet (10'), and 2% STE6F 9OOTN F v''"G'4M� 66 g \ DAYLIGHTLLINE L BY FOUNDATION DESIGN 1f3c Prv'rldel s Greet (L1 Jafr m the or n t n feet 0of cut or fil swales shall be a minimum of 0.5 deep and constructed a 66AOTP 69OOTW #*'a �- - minimum of m e from the to of cut or fill slopes. -- nt along the to of all fill slopes over 5' high 70'56 7 _:6YAf iN 27 W -149.94 � /�� cur WT 9 9 9 P P 9 _ a lows along the to of cut slopes. -= - _ FLOW LINE 14 Provide a ow tch seslgned to handle one hundred (100) year storm f g p "10.66 �r.�� a - bT40F5 - 15 No obstructor ton of flood plains or natural water courses shall be permitted. '70.I6P or a ry6H.b0 �%- �0 6850E bG - _ _ „ 16 A. sc ndn_e' shall be retained by the developer, to supervise grading and provide a final soils report which �r'nyyyr���%F- ^a.., 6� - �} 6726E' ,� I - " nc des r -ction requirements (subdivisions) and expansive characteristics of the soil. 6650E`,rt,^�,- .-rid bb`�31"S\'�� i, T SLOPE 17. bad g e tY':atior by the developer's civil engineer and a final compaction report by a soils engineer shall be sac- t=ed to the :.u.ldrg and engineering departments prior to issuance of building permits. 2.5'X X15'n11i ro 1 18, Tie sells e.q.ceer ng nvestigation dated -- ---_ prepared by (engineer consultant) dated _________ 600 8.10 X i �� INFILTR ION PI I end 'he engineering geologic investigation dated ___ ----- prepared by (geologic consultant), shall be considered a F j o bT 6OF5„ - T,bbOF SP part of this g. drg pan and shall be in compliance. ' t roc ste ec civil engineer or licensed land surveyor shall submit certification of building pad elevation Where DISTI BED ARE T.bFL i',.UNIT A " 5HEET FLgt'El,'r VT LOT speclfc ele tie^s are required, the elevation (with respect to mean sea level) shall be given. If an elevation with II .Oo =!r uu11 F -FEE, � S-9 : -'"" respect to adjacent crou ud surface is required, the actual distance above the adjacent ground shall be given. i;,t n 20. All property corneas shall be clearly delineated in the field prior to commencement of any construction/grading. 3000 - 21, S',ab ty calcu ctlons with a safety factor of at least 1.5 shall be submitted by a soils engineer to the Building and TBM� �w m%w - L�. / o ry'o o• \`--�IW Engineering Departments for cut and fill slopes over thirty feet (30') in vertical height. \ T.T2PL r 6 b ..`6 )- 22. A final compaction report will be required for all fills greater than one (1) foot. 20.00 e r- 00 ° -TLISTG �� �, 2.5'X5'XI.5'ROCK R�A 23. If steep slodin terrain occurs upon which fill is to be placed, it must be cleared, keyed and benched into firm / 68.60TW 069FL r !6T 2ca. ,nib -_;_�� em s.l T,". "bE FL INFILTRATION PIT OWNE natural sal for full support. Preparation shall be approved by a registered soils engineer prior to placement of fill .,,,;,E, wa1 material S toes greats than 5:1 are required to be keyed and benched. 111 F 58.4ok n663oF5 0" is = _--x_, Steve Beyler 24. The sods engineer should inspect the construction in the following stages: I 3 :12y5%6630E I °ANOa "Or �� <o^ d I ,^, �,- 66307E -' + (951)858-6375 a. Upon completion of clearing and during excavation and before backfilf of alluvial, colluvial and terraced areas and -1 a t o nil `68.20F FS aOF ,6_FO_ "" -"' 1 - any substructure=_, _" � oo b. During all rough radio and o erations includin e-com action, benching and fillip operations. T- I 9 9 9 P g Pr P 9 9 P I� c. Dunng installation of buttress and canyon sub-drains and filter material. r' ~ \\ 419 x 'XI.5"R0 "' d. When any unusual grading conditions are encountered during construction. T OF A.P.N. NO. 25. Erosion Con`,rol All greded slopes shall be planted with basso ice plant or another approved ground cover, at twelve ap j Irr FILTRATION P m I "5oF5 Ill 314-061 1103, 004, DOB inches (12"1 or certer Slopes over fifteen feet (15') in vertical height, in addition.to ground cover, shall be planted �- 1111Y, 57:45F gj•' LOTS 12,14 AND 16 BLK 81 MB 008/378 with approved gees sin ru bs or combination thereof. Shrubs shall be looted at ten feet 10' on center; trees at sp m �, PP P ( ) L \ T. 6FL UNIT A 9 SD HEALDS RESUB twenty SHEEr FL tin VACANTLOT feet (20; on center; combinations fifteen feet (15') on center. Slopes over three feet (3') in vertical height a E ���e,p W.� s so TOTAL AREA=083 she have permanent rogation systems with backflow prevention devices per U.B.C. W \ C DISTURBED AREA 6 0.52 ACRE 26. Approved protective measures and temporary drainage provisions must be used to protect adjoining properties during the grading protect devices shall b provided and maintained during he rainy season and shall be place 'f09TFL\. 6120.00` v ST A L , -f N P T - �. ob >� - EARTHWORK QUANTITIES at he Approved of season Try's preventive d e ro in t 'TO. r ^ -l"' - ^ 'XS'XL5'ROCK _ 28. All work shall cc form torte City and State construction safety orders. 'll'12TG1°p° .o bT 00 1 I"= l - - = rmRtee. 3 Op .rr.__ L THiV ILTRATION IF AD CUT 150 CU YD 29.t The wlocat on a re n p,otection the all utilities is the responsibility of the pe 1122FL -.;,>6G '-.--.-- .„�o-� -T- x109°""'°°' t - "' LL=200 CU YD 30 An appr d re` of grading pans shall be on the job site at all time. ca.E^F6o., y Al.. ., ,ra -11.30FL' .obq_�F *�vz �_, _ - �' TYI EARTHWORK QUANTITIES SHOWN ARE ESTIMATES 31. Sanito}' faclitie shall he maintained on the site from beginning to completion of grading operation. +.111. ,.ilk% 010 3 L - •, .rwawi'i �, �'�� FOR USE BY THE COUNTY TO DETERMINE FEES 32. All slopes shall be per,ted and irrigation facilities shall be provided for all slopes in excess of three (3') feet .N,=� ,-.t { „6q�P.. oF5 •*6x�0 6q," •�"f 1 g+� _ �o AND SHOULD NOT BE USED FOR BID PURPOSES. vertica' height h'in r e.y (90) days after completion of rough grading and shall be in accordance with City of Lake °1 . ---_.` IT IS THE CONTRACTORS RESPONSIBILITY TO Elsinore Grading Crdi _n_e No. 882 prior to the approval of final inspection. r µ 33. Any ntr cto- performing work on this protect shall familianze himself with the site and be solely responsible for L " P 9 �' 66 "I rf 1 5 7' any dor M ee sang facilities resulting directly or indirectly from his operations, whether or not such facilities are Q 3000 2 a 1 =(.J / - I IN RIATION P shown or H, plans. aeom% CONSTRUCTION NOTES 34. The design engineer shall provide a minimum of one (1) blue top per finished pod, prior to rough grade approval. IT A x _ # 35 Approximate pprox mate date of a 1F2''\ TG _ `t �W/ Fx',5R \�6s \ o F VAGANTIDf Beginning Operation - _-:ems +.n PPP 1. ALL WORK IN PUBLIC RIGHT OF WAY Completion _- _-__ 30.00 -1 0� 6 ,, I� N �� f y- / / \SHEET�o�S B 'do rock or other irreducible material with a maximum dimension greater than three inches (3") will be.placed in +» REQUIRES AN ENCROACHMENT PERMIT IF - = AP1Y f r 'thin roadbed creas or three feet (3') of finish grades, unless the location, materials, and disposal methods are p cally apposed h the soils engineer. �� 37 the r, ne m s set grade stakes for all drainage devices and obtain inspection before approval. 7 7 -f1.0 TW �`f0 bT.35FL 2.5'XS'XIS'ROCK 2. CONSTRUCT 4„THICK CONCRETE DRIVEWAY B T •- " _,� _ _ ,.:bad ng plcn_ v,ill not he approved until all retaining walls are approved by the Building Department. ,T 20.00 'm'�O1r 3 c :� INFILTRATION PIT W/ 4®18'O.C.B.W. 3J - - -- _s_..-_. 39. This site has ob=dined a National Pollution Prevention Elimination System (NPDES) permit to regulate municipal and 0'56' W 3 0' - ---- e,Yc Ali x ,;, '�'" T.52FL e industrial storm water discharges. MI b t O orN b"t.TOFL 25.00 3. ALL GRADING INCLUDING CUT AND FILL __- - _N/A_ DATE PERMIT ISSUED: -_--_____ 6620TW SHALL BE COMPLETED UNDE.. HE NPDES WDID 6"I_2OTF SUPERVISION AND RECOMMENDATIONS OF THE SOILS ENGINEER.TWO TS OF THE FINAL COMPACTION REPORT sHAL_ BE l" SUBMITTED TO BUILDING AND SAFE- �.� ALONG WITH FINISH GRADE CERTIFICATIOn. r, THAT GRADING HAS BEEN DONE IN -� CONFORMANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER. 4. RETAINING WALLS PER SEPARATE PERMIT ---�- VICINITY MAP BASIS OF BEARINGS THE BEARINGS SHOWN HEREON AR= BASED UPON THE CENTER LINE OF SITE LANGSTAFF ST., BEING N 19' 03' DISCLAIMER 33" E AS SHOWN ON RECORD OF THE CITY OF LAKE ELSINOR ENGINEERING DEPARTMENT ASSUMES SURVEY 91/10. NO RESPONSIBILTY FOR THE DESIGN OR ADEQUACY OF THE SEPTIC SYSTEM SHOWN HEREON THESE PLANS. BENCH MARK CITY OF LAKE ELSINORE BENCHMARK 3 _ A-93-10 ELEVATION = 1268.39 FEET AT THE INTERSECTION OF POTTERY a STREET AND RILEY STREET, AT THE „ d MOST WESTERLY CORNER OF THE " INTERSECTION, 18.0 FEET WESTERLY " "y OF POTTERY STREET, 16.0 FEET SCALE: =20 FOOT NORTHERLY OF A FIRE HYDRANT. STREET ADDRESS, 323 POTTERYat WE STREET IMPROVEMENT PLANS PER SEPARATE PERMIT STREET, A SELF° SQUARE IN THE TOP OF CURRBB 1' WESTERLY Cry B.C.R. 0 20 40 60 80 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEE',' REVIEWED FOR COMPLIANCE WITH THE A.A & ASSOCIATES INC. SEAL ENGINEER PAYAN SURVEYING LL _ ( ) 434 GASUR STREET coRONA, CA 92882 (� Q�( SHEET APPROA7FWT CO DTCNS OF DEVECPI✓'t'vT ANDIOR CITYAND BUILDING DESIGNERS PHONE 951 ,34-9542 FAX:951-808-1179 CITY OF LAKE`E ELSINORE z F&4SI0 STATE LAWS AND A PERMIT CAN BE ISSUED. 2222 KANSAS AVE. SUITED e�°Pev-c q°Tsy EP 95�-88-6812 omcastnet p s - RIVERSIDE , CA . 92507 (951) 684-4222 9 n 4m P.L.S. °7,96 41 2-41 6 LANGSTAFF ST 3 * EAP -o E2-31 * SCALE LAKE ELSINORE, CA °FSHEETS < KEN A. SEUMALO, RCE Ni 56915 EXP. 6130107 DATE IMAD AU- DATE Sae " oPe 1in:20 FEET -GHARBIEH 92530 FlLF No. 3 rcp OF CALM - -___--- __-- IP,I RCE 52001 FXP. 12/31/08 DATE 4/27/2007 PRECISE GRADING o f a PRECISE GRADING PLAN ROCK INFILTRATION PIT 2.5' WIDE x 5' LONG x 1 .5' DEEP AND SHALL BE PILLED WITH 2" MINIMUM DIAMETER ROCK, COVERED WITH FILTRATION FABRIC _._. _.__. ___..........1275 - - --._.. ....... _...... ........ ....- ...... —_..__ .... ---____ .... _.. __.._. -�__ -:::: -- .__. -- - ......... _........ ......... ......... ".____...... ....................... ._—..__ .........._..... _.. ............. ._. ._..__... ......_...__..__ ... .._ ... .... .... - - - - - 2.5' MINIMUM WIDTH-, _ GRASS (SOD), BARK q - r _ OR LANDSCAPING x F r _ 1 are _ z7o FLOWLINE a _ _ _ P. E: FILTER FABRIC FINISH GRADE .. TOWARD PIT :: -- -- 1265 it 1 - = III ... .. _ - IIt � II II I : = III Ii1== I 1 III:: I SECTION A-A I I I ,% IIILI 1' ..--:: --. — 75 Ilffl I�� Y it Y II) MNIMUM DEPTH .... .._..,2 - : iI I : I ..... ..... ..._ — — _ 70,z 2" MINIMUM, 6 MAXIMUM ...... _ _ - NOMINAL DIAMETER ROCK _._ . 56 3 ` ROCK INFILTRATION PIT -... ---------- _ -.. .--- __.._.1265 FZOG F„F ......... _ — — SECTION B-B 1275 - -.. _. Q CL SWALE .... - 3'-0"MIN _. :.� - _ __ _- - .- .._..... ._ ... : ...... ......... ---- ___.. _._ - _..FJx. ...... :::::: 1265 SECTION C-C SWALE OFFSET _... - _- - - --- ..__ ......... ....... .._. ._.._-._ .... .... .... __. .. ........._1275 . .. ___.._ ___-_... .._. __ ...._.._ ......... ..._.... _--- .....__.. ..____ __-_-_ _._:... ._..._. _._._......_ __ .. __ ... ... .- -- .. .... _-............1270 AB.(SEE nxa) J 1/2.CINIC.SIAH P.TL.S(SEE PLAN) .. ... ..... __. ... — _ - - _ ._ ._. .... ..... _ .... _. 1 ........._ .. i1N.FlA. .... .... .... .... .._ __ -... ...... __. Sys _- .......... ._ .... .... .... ---- ....... ..... __..- ........ ._. ._. ___- .. .... - 1265 0 ry4 __ - _ SECTION D-D 12'ONE SWRY TYP. FOOTING DETAIL f a 3 MARK THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE A.A & ASSOCIATES INC. SEAL ENGINEER PAYAN SURVEYING REVISIONS APPR. DATE za.- c4us7w srRe1r _ APPROPRATE COND15ONS OF DEVELOPMENT AND/OR CITY AND BUILDING DESIGNERS CITY OF LAKE ELS I N 0 R E SHEET 2 RoeessYo PHON?51-]34-9542 FAX:951--808-1179 z STATE LAWS AND A PERMIT CAN BE 1SSUE0. 2222 KANSAS AVE. SUITED oe % DEL :51-858-5812 g eqa �9�F� EMAIL°°° °°�°°m°°s�.^e1- 412-41 6 LANGSTAFF ST RIVERSIDE CA 92507 (951) 684-4222 R P s �.L.S. uY??96 m — a s cers°i3n1 e LCALF. OF 3 vim' KEN A. SEUMALO, RCE No. 56915 EXP.6/30/07 *e LAKE E LS I N 0 R E, CA SHEETS Q CITY ENGINEER DATE M ABU-GNARBIEH DATE ' OF Aue°" 92530 FILE No. ` -- -- — ciTYOFIAKFIISINORE RCE s?001 EYP. 12/31i08 DATF 41,,l?On7 PRECISE GRADING g Lf�,'eA0NO&EA�10 tT�N�,✓ ON-i F<O L EROSION CONTROL PLAN _ " ' ' DETAIL B 1J—L l f IL SECTION 'A A' FLINT STREET NTS swop N.Ts. : A TOP OF SLOPE b'a `+» \`\ \ <e. ONE ROW t 1 MIGR 1W0 BAGS TOE OF SLOPE PROTECTION DETAIL CHECK DAM DETAIL NTO EROSION CONTROL IT l w. � VAGAFIT LOT I I� Id.IDiarba++ 46-p W,E l rrrdddbbbrrr / -EET DI5T11ZDrD ARE1VNIT/A d y/ / GA / SHEET Fl� ° I FF 80 '. / �V - ;� I /1 / , ® '15fl —� r / �• „—b. ,.= .. � < < . � ram- / .....,_�, EEEWT to v TuNrcA / r-!� �r _._ETFLpW ` 50 ag ACANT LOT v �,.., . / m b; ✓ �.� -�9s - FINS "�L..-• ET Q \30.00,. u % V A/[ •� r{+ec�iwa ., FILL .T / i C -,6 v / A- A GII;— VACANT L.r 30 00 .zv};®�. r �� / .' /, X - 6 s$,SHEFT FL h• - wvxA. / f, EROSION CONTROL NOTES. t O'56'2 -- � a In case of emergency, call _ Steve Beyler_ (rez�onsible person) at _ _ (951) 858 6375 _(24-hors phone number). - - I� b The undersignec civil engineer will review placement of erosion control and insure that work is in accordance with the .j i / approved plans- ' / ___ _ —__- ___—____— \� '�^J � (signature) IMAD ABU-GFIARBIEH (RCE No.) (Exp) (Date) Rle c. A standby crew for emergency work shall be available at all times during rainy season, October 15 through April 15. Necessary materials shall be available on Site and stockpiled at convenient locations to ofacilitote rapid construction of temporary devices or to repair and damaged erosion control measures when rain is imminent. d. Erosion control devices shall not be moved or modified without the approval of the City Engineer. e. All removable protective erosion control devices shown shall be in place at the end of each working day when the five (5) day rain probability forecast exceeds forty (40%). LEGEND f. A'ter c ra rstorm, all and c hall be removed from check be and desilting basins. Any Graded slope surface ecns s r p;ctecfion measure damaged durng a rainstorm shall be immediah repaired. Gravel Bag Berm g. Fill slopes at the tract perimeter must drain away from the top of the slope at the conclusion of each working day. Material Delivery and Storage h. The contractor shall he responsible and have posted on the site to prevent bublic trespass into areas where water is MS impouded whenever the depth exceeds two (2) feet or creates a hazardous condition. Stabilized Const. Enterance/Exit Sanitary/Septic Waste Management ® THE OWNER SHALL INFORM THE ENGINEER AT THE TIME OF PLACEMENT OF THR BMP'S TO CERTIFY THE ACCUURICY OF PLACWMENT Concrete Waste Management �CWM MARK REVISIONS APPR. DATE WITH THE A.A BC ASSOCIATES INC. SEAL (ENGINEER) PAYAN SURVEYING E CITY OF LAKE ELSINORE 3 APFRCPNATE CONDITIONS OF DEVELOPMENT ANDIOR CITY AND BUILDING DESIGNERS SHEET Tessio P OEE 1— 542 FAX:951-808-1179 STATE LA'✓S AND A PERMIT CAN BE ISSUED. 2222 KANSAS AVE. SUITE D �oea° mqt c L 951-858 68'2 RIVERSIDE GA 92507 (951) 684-4222 a� Pwa_GH99m`�i+ EI1ALSpoyan 96 cast.net 412-416 LANGSTAFF ST mER� LAKE ELSINORE, CA sNEErs SLALE: OF 3 S �1 p �E 2-31 OB KEN a sE urn lo, RCE Na. 56,915 EXP. 7/30/07 v 925,30 FILE Na. CITY 6NClNEER DATE IM D ABU-GHARBIEH DATE ���op cEUI � CITY OF LAKE ELSINORE RCE 52001 EXP. 12/31/08 DATE: 4/27/2007 1 P:\CURRENT\ABC INVESTMENTS\10-SITE UNIT A REVISIONS By . FT. BUILDING CODE LIVING AREA 1600 SQ a �� BUILDING ZONE HIGH DENSITY PORCH 240 SQ. FT. LOT 16 CONSTRUCTION TYPE BUILDING V-NR 1997 UNIFORM BUILDING CODE t UNIT B BLOCK r' 1 GARAGE V-NR 2000 UNIFORM MECHANICAL CODE LIVING AREA 750 SQ. FT. i TRACT OCCUPANCY 2000 UNIFORM PLUMBING CODE rt ✓ GARAGES 934 SQ. FT. BUILDING R-3 2001 CALIFORNIA BUILDING CODE MAP BOOK GARAGE U-1 2001 CALIFORNIA MECHANICAL CODE PAVEMENT AREA 2696 SQ. FT. 2001 CALIFORNIA PLUMBING CODE 1� CITY LAKE ELSINORE 2002 NATIONAL ELECTRICAL CODE i [1 NUMBER OF STORIES COUNTY RIVERSIDE 2004 CALIFORNIA ELECTRICAL CODE NET. SQ. FOOTAGE 9000 SQ. FT. BUILDING 2 2005 T-24 ENERGY REG. ' " +' STATE CA. GARAGE 1 t )) GROSS SQ. FOOTAGE 9000 SQ. FT. A.P.N. 374-061-003 f-4 �� 32 % LOT COVERAGE FO VICINITY MAP BUILDING SUMMARY LEGAL DESCRIPTION BUILDING ANALY515 0 z� ,gym Qw AV �d RESIIDENGE H� SHEET INDEX HIDRANT WR GHT IRON PELAGE b'HER5R7__- ® DECORATIVE RETURN WALL y.Ippp FEN�� �1-HI����T�IH-II — _ _- PLACED INSIDE PROP 6LINEITYP. 150.00 �� NEW DRIVEWAY 29%COVERED BY PAVEMENT PARKING _ U Q IL = POPOSED ESNE fiPE E ECCI � z� tL I I r �PARKIN&2 „ Z N Q o y y 0 In 13 1 TITLE SHEET I$ SITE PLAN z Hn 2 FLOOR PLAN UNIT A � UNIT A W} r �� E3 FL OOR PLAN UNIT � PRoJEc wILL BE >Q F j j j / / =Z/AGANT LOT A Z GONNEG DTO SEWER LU �Q IlJ llJ ILI �, loo SLIP �pJ �= FOUNDATION UNIT A,E3 Q o�E� ACE 52E FRAMINO UNIT � to N 0o sqr INwr Q Q 4 zwId OL N O OPEN SPACE o �� Q Q a SE3E ROOF I$ SEOGTI ON UNIT A,� �, _ In 4 ELEVATIONS ONS UNIT A,5 y W ELEVATIONS UNIT NE3 v+ U ,. V PAD ,. - r = a O �- y _ ELECTRICAL UNIT A,S WROUGHT IRON I LNGE 6'HEIGHT WOOD F-ENGE 6 HEI6TH 15000 t_� i� I f(� Q DEGORATIVE RETURN WALL PLAGED INSIDE PROP.LINE TYP. 25'-0" D-1 FOUNDATION DETAIL S v�• W SD=1 FRAMINO DETAILS o © NOTES: SD-� FRAMINO DETAILS ui H� CONSTRUCTION COVERAGE 32% = 1 - L=ANDSOAPE PLAN 111 Z Q City Of Lake Ebi. ((Do ® AREA COVERED w vBY PAVEMENT 26% � P1amLMgDiviaioRAppronl ILI COVERED BY LANDSCAPE 42%TRVSS FABRIUFION NOTESA. SHOP DRAWINGSAND5TRUCTURALCALCUTATIONSSHALLBEPREPAREDBYTIIEFABRIUT KSUBMIT..D LL FORAPPROVALTOT{EARCIIITECTOR ENGINEER OF RECORD PRIOR TO BEING SUBMITTED FORREVIEW PROJECT WILL BE TO THE BUILDING OFFICIAL CONNECTED TO SEWER O 1 (V B. FILE STRUCTURAL DESIGN OF THE TRUSSES SHALL INCLUDE ALL DEADAND LIVE LOADS REQUIRED BY THE K t%P / CAHFORNIA BUILDING CODE,INCLUDING FIRE SPRINKLER LOADS.HVAC EQUIPMENT LOADS AND ALL 5 1 T E P L A N CIIORDAXIAL LOADS DUE TO SEISMIC FORCES NO CURB,GUTTER,STREET LIGTHS. PERiV c. F n SCALE: I"=10'-0" P T B 1 i AAIER 4_SEWER I.CONTRACTOR SHALL,PRIOR TO COMMENCEMENT OF WORK,FIELD VERIFY ALL REQUIRED CITY AND COUNTY L'LENSE5 SHALL BE ACOUIRED AND 9, INTERIOR WA_L AVC CEI_ING F NISHE5 SMALL NOT EXCEED FLAME SPREAD THE CONTRACTOR 5HALL BE RESPONSIBLE FOR LOCATION OF SYSTEM EVMWD ALL 7XISTI AND PROJECT ET CONDITIONS,INCLUDING DIMENSIONS AND UTILITY PAID FOR BY THE INDIVIDUAL TRADESY SIZES. . CLA551FCATIONS CLTATED BY A.L APPLICABLE EVILDIN6 CODES. HEADS,PLUMBING LINES,ANC VALVES SO AS NOT TO BE IN CONFLICT 1 1 ST"4-BIMS�T AL AGUI RRE & ASSOCIATES INC. FIELD INFORMATION OF DISCREPANCIES SHALL BE RECORDED ON A ALL CONTRACTORS SHALL HAVE VALID CERTIFICATES OF WORKMAN'S 10.6"PSJM BOARC AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO WITH OTHER SYSTEMS OR THE INTERIOR DECOR AND STILL BE LOCATED REPRODUCIBLE DOCUMENT AND IMMEDIATELY TRANSMITTED TO ARCHITECT COMPENSATION ON FILE WITH THE AP'ROPIATE A6ENCIES. ALL LOCA_6OVERNIN& 5.ILCIN6 CODES AND ORDINANCES. AS GOVERNED BY FIRE SPRINKLER LODES AND SYSTEM E46INEERIN6. ELSINORE W4TER DISTRICT 16899 LAKESHORE DRIVE 2222 KANSAS AVE. SUITE D FOR PROJECT RECORD,COORDINATION,AND NECESSARY RESOLUTION 11.AL_6_4SS ANC&LAZIN6 SHAD.COMPLY WITH ALL APPLICABLE BUILDING DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW OF THE LAKE BEENORE,CA.P2530 PRIOR TO CONTIWINb WITH WORK. 5.CONTRACTOR SHALL ASSIST OWNER IN OBTAIN'N6 FINAL APPROVAL OF COCES AS WELL AS THE US.CON5UMER PRODUCT SAFETY COMMISION, CONTRACTORS' OF SYSTEM WITH THE DESIGN INTENT OF (H51)b'14-2100 RIVERSIDE, CA 92507 CONTRACTOR SHALL VERIFY,AND BE ESPON51BLE FOR,ALL WORK AND LOCAL HEALTH DEPARTMENT AND—ff-EN-ORARY AND FINAL SA-ET"S*ANZARpS°OR ARCH EC7URAL&LAZING MATERIALS(47 FIR, THE PROJECT PRIOR TO INSTALLATION. O MATERIALS-INCLUDING THOSE FURNISHED BY SUBCONTRACTORS, CERTIFICATES OF OCCUPANCY. S5'b".'LE NO.16,CHA-7ER 11,PART I20I). TEE. (9$1 684-4222 II,` b-CONTRACTOR SHALL PROVIDE BACK N&°OR BL—ORT OF 15,FIRE SPRINKLERS SHALL BE AUTOMATIC TO PROVIDE 100%COVER4&E UTILITY COMPANIES FAX: (951) 684-4333 I V WRITTEN DIMEN510N5 TAKE DETERMINE ANY LE OVER SCALED SIZES;DO NOT .2,PIFE5,CONDU TS OR CJCT5 ENCEEDIN&ONE THIRD OF THE SLAB OR VERIZON ALL WALL,CEILING,AND PARTITION MDUNTED'.'ENS SUCH AS AND SHALL COMPLY WITH THE N(NFFA)STAND S OF THE NATIONAL SCALE DRAWINGS i0 DETERMNE ANY LOCATIONS. THE ARCHITECT MEMBER?HILKNE55 SH4_L NO'EE PEALED IN STRUCTURAL CONCRETE (bO0)4B3i000 LIGHT FIXTURES,SHELVING,NDUIPMENT,AV7 TELEVISIONS. FIRE PROTECTION ASSOCIATION(NFPA)STANDARDS PAMPHLET NO.13 ---'-' ----- UNLESS S�ECIFILALLY CETA'LEC. REFER TO MECHANICAL,ELECTRICAL, SHALL BE NOTIFIED OF ANY DISCREPANCIES,PRIOR TO LONTINUIN6 COORDINATE LOCATIONS AND REQUIREMENTS W TH THE -LJM5IN&AND STRJCURAL CRAW N65 FOR LOCATION OF 5LEEVE5 AND (LATEST EDITION)AND THE OWNERS INSURANCE UNDERWRITER(B. WITH WORK. PLUMBING,MECHANICAL,ELECTRICAL CR4WIN65. THE 6A5 COMPANY THIS PLAN ANC ANY ACCOMPANYING DLL'.MENT ARE THE WORK PRODUCT AND THE PROPERTY OF A6UIRRE X DRAWN OTHER ACCE50RIES. 16.EXTERIOR CMNIN65 SHALL COMPLY WITH ALL SECURITY REOJIREMENT5 (600)421-2200 !ASSOC, (HERE IN A-TER GA_LEC'THE COMPANY')AND MAY NOT BE USED,COPIED,OR REPRODUCED ALL DIMENSIONS ON PLANS ARE TO CENTER LINE OF WALLS/COLUMNS, T. IT SHALL BE THE RESPONSABILITY OF'HE CONTROL?OR TO LOCATE ALL I�OElRTO O. AND FACE OF STUD(F.O S)OR FADE OF MASONRY(F.O M),UNLESS EXISTING UTILITIES,NETHER SHOWN HEREIN OR NO',ANC TO rROTECT 13.CONTRACTOR SHALL REFER?O AND CONFORM WITH ALL FARCHI 5 AND AS OUTLINED I-1 ALL LOCAL BUILDING LODES AND ORDINANCES. WITHOUT THE WRITTEN SE LS 5'ON OF THE COMPANY.THESE PLANS AND ANY ACCOMPANYING RFLOMTS NO ONS SET FORTH IN THE SOILS REPORT. THE ARCHITECT (800)655-4555 DOCUMENTS CR PROPOSALS SHAL.BE PAIL FOR A5 A WORK PRODUCT FOR A PRICE AGREED UPON. pifZY(fD NOTED OTHERWISE. THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR A__EXPENSE FOR ACCEPTS NO RESPONSABILITY FOR TN EALG)RAGY OF THE FINpIN65 IN IT.ACCURATE C CONSTRUCTION N AND UB SHALL BE GENERATED BY COMPLETICONTRACON DELIVERY OF THI5 P'_AN ANC ANY ACCOI�ANYIN&DOCUMENTS TO THE OWNER OR HIS CONTRACTOR IS THE REPAIR OR REPLACEMENT O JTILITIEO hl- ALL OTTER PRGPERtt DJRING L PUNCH LIST AND SUBMITTED TO OWNER UPON LOMPLENT, AI'AlIUIRIQ 2. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL THE SOILS REPORT,NO¢FOR THE FINAL RECOMMENDATIONS. (O NCI-.ONEC UPON THE ABOVE UNDERSTANC1N6 AND ANY VIOLATION OF THIS CONDITION MAY BE APPLICABLE BUILDING CODES,THE AMERICANS WITH D15A51LITIE5 ACT, DAMAGED BY OPERATIONS IN CONJJNLTILN WI'H EXELU-ILN OF WORK. OF FINAL PUNCH LIST,&!T PRIOR TO REQUEST FOR FINAL PAYMENT. TELEVISION CABLE ENJOINED ON/OR REDRESSED N DAMAGES IN ANY COURT HAVING JURISDICTION OF THE SUBJECT MATTER. �� AS WELL AS ALL OTHER LOCAL 6OVERNIN6 CODES AND ORDINANCES. B. CONTRACTOR SHALL PROVIDE FECES-RIAN PROTECTION IN ACCORDANCE NOTIFY THE SOILS EN61NEER FOR INSTRUCTIONS PRIOR TO CONTINUING Ib.ROOF OBSTRUCTIONS SUCH AS TELEVISIONS ANTENNA,SOLAR PANELS, LOMCA5T CABLE DIMEN5 ON5.ME45LREMEN-5.AND LOCAT ON OF PRESENT OR PURPOSE PLUMBING,ELECTRICAL,AND II-20-M WITH ALL APPLICABLE BUILDING LODES. WORK SHOULD ANY UNI/SJAL CONDITIONS BECOME APPARENT DURING AND GUY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH A 556 BIRCH STREET OTHER FACILITIES ARE ALL REPRESENTED ON THE BASIS OF THE BEST INFORMATION AVAILABLE AND 3. ALL ELECTRICAL,MECHANICAL,AND PLUMBING WORK SHALL CONFORM SSE S OF ALL LEGALLY CONTITUTED AUTHORITIES CONTRACTOR OR FOUNDA'ION CONSTRUCTION. WAY AS TO PREVENT FIRE DEPARTMENT AGLES OR EGRESS IN THE LAKE ELSINORE,CA.P2530 ARE 5J5JELT TO VERFICATION. PROPOSED OUTLETS AND FACILITIES MAY BE 5UB.ELT TO Cl/ANSE5 IN TO THE REQUIREMENT CONTRACTOR SHALL PROVIDE REOJIRED PROTECTION INCLUDING,BUT NOT EVENT OF A FIRE (555)255-57b9 HAVING JURISDICTION. LIMITED TO,SHORING,BRACING,AND ALL OTHER SUPPORTS(INCLUDING 14.AUTOMATIC FIRE SPRINKLER SYSTEM DE516N AND INSTALLATION 15 THE PLANS,OR WORK TO BE DONE,BEYOND COMPANY CONTROL. THE COMPANY MAKES NO REPRESENTATION LC-LETS'CESISN-BUILD RESPON5A51LI7Y OF CONTRACTOR.PRIOR A5 TO THE ADEQUACY OF SUCH OTHER FACILITIES OR THEIR COMPLIANCE WITH ODE APPLICABLE CS AND '� 4. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER TO INSTALLATION,SUBMIT TO THE ARCHITECT FOR REVIEW,COMPLETE ORDINANC MI ES RIN . AND SECURED BY THE 6ENERAL CONTRACTOR. ALL OTHER REQUIRED INTEGRITY OF THE 5UILDIN6. FIRE SPRINKLER.SYSTEM DRAWINGS PITH APPROVALS BY ALL AGENCIES PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR ENGINEERING OF 5Y5TEM5)NECESSARY TO MAINTAIN OVERALL STRUCTURAL SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND BY METHODS WHICH ENSURE AbAINST DAMAGE TO EXISTING WORK. shall mitigate any flooding and/or erosion downstream caused by development REVISIONS BY CITY OF LAKE ELSINORE 22.The applicant shall be required to remove and replace any fencing that is in ENGINEERING DIVISION of the site and/or diversion of drainage. CONDITIONS OF APPROVAL poor condition.It will be the responsibility of the applicant to contact the GENERAL FLOODING effected neighboring property owners. If the existing fencing is in good PROJECT NAME: MINOR DESIGN REVIEW OF A SINGLE- condition,this requirement may be waived per the approval of the Community 42.All Public Works requirements shall be complied with as a condition of 64.Part of this lot is within the 100 year flood plane,the minimum finished grade FAMILY RESIDENCE LOCATED AT 412 Development Director or Designee. development as specified in the Lake Elsinore Municipal Code(LEMC)prior to elevation of the house floor shall be 1267'above sea level. LANGSTAFF STREET(APN:374-061-005) 3' building permit. FEES 23.The applicant shall provide a flat concrete pad a minimum of -0"by 7'-0" GENERAL CONDITIONS adjacent to the dwelling unit.The storage pad for trash barrels shall be 43.The applicant shall submit a"Will Serve' letter to the City Engineering concealed from public view. Division from the applicable water agency stating that water and sewer 65.The applicant is to pay all Capital Improvement and Plan Check fees(LEMC 1.The applicant shalt defend(with counsel acceptable to the City), arrangements have been made for this project and specify the technical data for 16.34).The current traffic mitigation fee is$1,369.00;the current drainage fee hold harmless the City, P Y),indemnify,and 24.The applicant shall submit a check in the amount of$64.00 made payable to the is $359.00(Nichols Street SE. Dist. and the current TUMF amount is its Official,Officers,Employees,and Agents from any P Y the water service at the location-such as water pressure and volume etc M ) claim,action,or proceeding against the City,its Official,Officers,Employees, County of Riverside for a Notice of Exemption.The check shall be submitted to Submit this letter prior to applying for a building permit. $9,693.00.The amount of fees shall be adiusted according to the fee schedule or Agents to attach,se[wide,void,or annul an approval of the City,its the Planning Division for processing within 48 hours of the projects approval. current at the time of payment. advisory agencies, appeal boards, or legislative body concerning the 44.Astangements for relocation of utility company facilities(power poles,vaults,commercial project,which action is bought within the time period provided for 25.The applicant shall place a weatherproof 3'x 3'sign at the entrance to the etc.)out of the roadway66.The applicant is to provide in-lieu payments for future off-site public or alley shall be the responsibility of the property improvements prior to building permit.(Res.payments In-lieu payment shall be in California Govemment Code Sections 65009 and/or 66499.37,and Public project site identifying the approved days and hours of construction activity and owner or his agent. Resources Code Section 21167.The City will promptly notify the Applicant of a statement that complaints regarding the operation can be lodged with the City calculated by developers'engineer or architect and submitted for city engineers any such claim,action,or proceeding against the City and will cooperate fully of Lake Elsinore Code Enforcement Division(951)674-3124. 45.The applicant shall provide fire protection access and facilities as required in approval.The estimate shall be based on current cost of street improvements with the defense. If the City fails to promptly notify the Applicant of any such writing by Riverside County Fire. from property line to centerline of the street within the property limits,plus a 26.The proposed second unit shall comply claim,or proceeding,the Applicant shall not,[hereafter,be responsible to Pr Po p y with all requirements and provisions of I5%added cost for engineering and construction administration. defend,indemnify,or hold harmless the City. Chapter 17.17(Second Units)ofthe Lake Elsinore Municipal Code. 46.In accordance with the City's Franchise Agreement for waste disposal& STORMWATER/CLEANWATER PROTECTION PROGRAM recycling,the applicant shall be required to contract with CR&R Inc. for 2.The decision of the Planning Commission shall be final ten(10)days from the PRIOR TO THE ISSUANCE OFBUILDING PERMITS removal and disposal of all waste material,debris,vegetation and other mbbish 67.The City of Lake Elsinore has adopted ordinances for storm water management date of the decision,unless an appeal has been filed with the City Clerk's Office generated during cleaning,demolition,clear and grubbing or all other phases of accordance with state and federal law,these local acc pursuant to the provisions of Chapter 17.80 of the Lake Elsinore Municipal 27.All walls and/or fencing need to be located off the property line and so construction. and discharge control. In it the discharge of waste into storm drain system Code. indicated on the construction plans.If the Applicant proposes to place any walls storm water ordinances containing c local surface waters. This includes non-storm water discharges and/or fencing on the property line he/she must submit a notarized agreement 47.All grading and street improvement plans submitted to engineering shall be or 3. If the project proposes an outdoor storage tank,the applicant shall locate the between the subject property owner and the adjacent property owner to the drawn on 24"x 36"Mylar and be set into City's specific border and title block oil,grease,detergents,trash,or other waste remains.Brochures gee"Stom water unit within the side o and include city specific general notes for grading or street improvements Pollution, What You Should Know" describing preventing measures are �I or mar yards.If location must be within the front yard,the Planning Department prior[o issuance of a building permit. available at City Hall. I�applicant shall provide a method of screening subject to the review and respectively-Digital files for the border and the notes are available by request '[\ approval of the Director of Community Development or his designee. 28-The applicant shall provide assurance that all required fees to the Lake Elsinore to"agutierrez@lake-clsinore.org", discharge of pollutants into street,gutters,storm drain system,or waterways Unified School District have been paid prior to issuance of building permits. PLEASE NOTE:The 4.Minor Design Review approval of a single-family dwelling unit with a second STREET IMPROVEMENTS -without Regional Water Quality Central Board permit or o unit located directly above the attached garages located at 412 Langstaff Street 29.The applicant shall pay park-in-lieu fees in effect at the time prior to issuance of waver-is strictly prohibited by local ordinances and state and federal law. (APN:374-061-005)will lapse and become void one(1)year of the approval building permits. 48.The applicant shall construct all public works improvements from property line one foot beyond centerline of Langstaff Street(the minimum pavement ELSINORE VALLEY MUNICIPAL WATER DISTRICT ate unless building permit to o issued and construction commenced and the pavement project is diligently being pursued toward completion. 30.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee section shall be 3"Asphalt Concrete over S"Aggregate Base)and pave (MSHCP)Local Development Mitigation Fee(fee for density less than 8 du/ac) transitions(2.5"AC over compacted native base)per approved street plans 68.Water and sewer is available to the project.The applicant shall request a`will prior to obtaining building permits. (LEMC Title 12).All plans shall be approved and signed by the City Engineer serve'letter for the service of water and sewer. 5.All Conditions of Approval shall be reproduced upon page one of building Plans submitted to the Building and Safety Division for Plan Check. 31.Prior to the issuance of any building permit for the Project,the Developer shall prior missuance of building permit(LEMC 16.34). COMMUNITY SERVICES DEPARTMENT 6.Prior to issuance of any grading or building permits,the applicant shall sign and enter into an agreement with the City and the Redevelopment Agency of the 49.A California Registered Civil Engineer shall prepare street and alley complete an"Acknowledgement of Conditions,"and shall return the executed City of Lake Elsinore to provide(a)I5%of the units constructed in the Project improvement plans and specifications.All improvements shall be designed and 69.The applicant/developer is to pay park fees$1,600 per unit(1 unit @$1,600 as affordable housing units in accordance with the requirements of Section constructed to Riverside County Road Department Standards,latest edition,and each=$1,600). original to the Community Development Department for inclusion in the raze records. 33413(b)(2)of the California Community Redevelopment Law(Health& City Codes(LEMC 12.04 and 16.34).All street improvement plans shall show SafetyCode Sections 33000 et seq.),or(b)an alternative equivalent action as existing and furore profiles at centerline of street, at[op of curb and at 70.The applicant/developer is to comply with all NPDES storm water determined by the City which may include(without limitation)dedication of centerline of the alley.The profiles and contours shall extend to 50'beyond the requirements. 7.All materials and colors depicted on the plans and materials board shall be used unless modified vacant land,Construction of affordable units on another site,cr payment of an property limits on Langstaff Street centerline. Development Director or designee.the Applicant and approved by the Community in-lieu fee at the rate of$2.00 per square-foot of assessable space for each 71.The applicant/developer is to participate in the City-wide LLMD. dwelling unit in the Project.For purposes of this condition,"assessable space" 50-If the existing street improvements are to be modified,the existing street plans 8.All site improvements shall be constructed as indicated on the approved site means all of the square-footage within the perimeter of a structure, not on file shall be modified accordingly and approved by the City Engineer prior 72.The developer/applicant is to comply with all City ordinances regarding plan and elevations,with revisions as noted herein.The applicant shall meet all including any carport, walkway, garage, overhang, patio, enclosed patio, to issuance of building permit.An encroachment permit will be required to do construction debris removal and recycling as per Section 8.32 of the Lake M,111 detached accessory structure,or similar area.The amount of the square-footage the work. Elsinore Municipal Code. yygq required setbacks,and development standards pursuant to the High Density (HD)zoning district of the Historic Elsinore Overlay District and Historic within the perimeter of a residential structure shall be calculated by the building Elsinore Architectural Design Standards.Any revisions to the Minor Design department of the City in accordance with the standard practice of the City in 5LAII work done under an encroachment permit for off-site improvements of 73.The developer/applicant is to meet City, curb, gutter, and sidewalk Review attached hereto shall be processed in a similar manner as the original calculating structural perimeters. utility Imes shall be delineated on the street improvement plans and approved requirements. Manor Design Review.All plans submitted for Building Division plan check 32.The applicant shall pay all applicable Library Capital Improvement Fund fee, and signed by the City Engineer prior to issuance of building permits. 74.The City's Landscape Architect is to review all landscape and/or irrigation shall conform to the submitted plans as modified by the Conditions of Approval, prior to the issuance of a building permit. 52.The applicant shall pay all fees and meet requirements of an encroachment Plans. permit issued by the Engineering Division for construction of off-site public 33.Prior to the issuance of a building permit, the applicant shall revise the works improvements(LEMC12.08,Res.83-78).All fees and requirements for 9.All windows shall use foam surrounds and/or other architectural-type features construction plans to reflect that the proposed second unit does not exceed 800- an encroachment permit shall be fulfilled before Certificate of Occupancy. approved by the Community Development Director or designee. square-feet. 10.AI1 necessary exterior/ancillary equipment shall be effectively screened from GRADING 34.The applicant shall revise the revised landscape plan to indicate that all public view.All proposed screening methods shall be reviewed and approved proposed trees will be a minimum of twenty-four inch 24" box in size, nor to 53.The develo r shall obtain all necessary the Community Developer Director or designee. Y ( ) prior pe off-site easements for off-site grading b the issuance of a building permit. from the adjacent property owners prior to issuance of grading permit approval. on the construction plans,prior to the issuance of a building 1 I.AII roofing materials shall have a minimum Class ui Fire rating,and so noted PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY 54.The applicant shall apply and obtain a grading permit with appropriate security lding permit. prior to any grading activity. 35.The Applicant shall plant twenty-four inch(24")box street trees along all street 12.The Applicant is to meet all applicable City Codes and Ordinances. frontages selected from the City Street Tree List,a maximum of thirtyfeet 30' 55.A din plan stam ed/si and b a California Registered Civil Engineer is ( ) grading P P g Y g s 13.A cash bond of$1,000.00 shall be required for any construction trailers placed apart.Planting is subject to the approval of the Community Development required if the sum of the cut and fill in grading exceeds 50 cubic yards and the existing drainage flow pattern is substantially modified as determined by the Planning Commission Approved on the site and used during construction. Bonds will be released after removal 1`6r 6.2007 Director or designee prior to issuance of a Certificate of Occupancy. City Engineer.The grading plan shall show volumes of cut and fill,adequate v contours and/or spot elevations of the existing ground as surveyed by a ILo S of traders and restoration of the site to an acceptable state,subject to the 36-The applicant shall provide an irrigation system for landscaped areas onsite az licensed surveyor or civil engineer.All contours shall extend to minimum of 15 O �, approval of the Community Development Director or designee. shown on the landscape plans.The irrigation system shall be fully installed and feet beyond property lines to indicate existing drainage pattern.The applicant operational prior to the issuance of a Certificate of Occupancy. shall apply and obtain a grading permit with appropriate security prior to 14.The Applicant shall comply with the City's Noise Ordinance.Construction V! Ill activity shall be limited to the hours of 7:00 AM to 5:00 PM,Monday through 3Z grading permit issuance. Applicant shall provide a rain censor.The min censor shall be installed Friday, 1- and no construction activity shall occur on Saturdays,Sundays or legal prior to the issuance of a Certificate of Occupancy. 56.This property is within the Lake Elsinore specific boundary and therefore no O holidays. import of soil is allowed at elevations below 1264.00. IS-The Applicant shall comply with all requirements of the City's Grading 38.AI1 exposed slopes in excess of three feet(3')in height shall have permanent W S irrigation system and erosion control vegetation installed,as approved by the 57-The applicant shall provide soils;geology and seismic report,as part of this Ordinance. Construction generated dust and erosion shall be mitigated in City's Landscape Architect.A Planting and Irrigation Plan shall be submitted, report address the requirement of the Alquist-Priolo Earthquake Fault Zoning ILl accordance with the provisions of Municipal Code,Chapter 15.72 and using approved and planted prior to the issuance of a Certificate of Occupancy.Fees Act.The applicant shall provide final soils report showing compliance with � < Q accepted Control techniques.Interim erosion control measures shall be provided are required for review ofplans and inspections. recommendations. V thirty(30)days after the sites rough grading,as approved by the City Engineer. Q 16.Any exterior air conditioning or other mechanical equipment shall be ground 39.The building address shall be a minimum of four inches(4")high and shall be 58.The applicant shall provide erosion control measures as part of their grading easily visible from the public right-of-way.Care shall be taken to select colors plan.The applicant shall contribute to protection of storm water quality and u Q mounted and screened so that they are not visible from neighboring property or and materials that Contrast with building walls or trim.Installation of building meet[he goals of[he BMP in Supplement"A"in the Riverside CounTy NPDES lu public streets.Air conditioning units and related equipment may not encroach address shall be done prior to the issuance of a certificate of occupancy. Drainage Area Management Plan. Z more than two-£get(2')into the required minimum side yard setback. � Q � 40.The applicant shall meet all Conditions of Approval prior to the issuance of a 59.All grading shall be done under the supervision of a geotechnical engineer and twenty feet(20')x twenty feet(20')for two(2)cam and so noted on the plans. y 17.Garages shall be constructed to provide a minimum interior clear space of Certificate of Occupancy and release of utilities. he shall certify all slopes steeper than 2 to 1 for stability and proper erosion Control 41.The applicant shall submit a written covenant to the Community Developer I S.The Applicant shall provide shrubs and plan[materials as shown on the Department and signed by the record owner,which is to be recorded against the DRAINAGE landscape plan.Any changes to this plan shall be subject to the approval of the property.The written covenant shall require that at all times either the single- Community Development Director or designee. The landscape plan family unit or the second unit be owner occupied and shall prohibit the rental of 60.All on-site drainage shall be conveyed to a public facility,accepted by adjacent improvements and plantings shall be fully installed prior to issuance of a both units at the same time.It shall further provide that the second unit shall not property owners by a notarized letter of drainage acceptance,or conveyed to a Certificate of Occupancy. be sold,or titled thereto transferred,separate an apart from the entire parcel. drainage easement. The written restrictive covenant shall further require that the City be notified of 19.Planting within fifteen feet U5')of ingress/egress points shall be no higher than sale or transfer of the property upon the close of escrow or prior to the effective 61.All natural drainage traversing the site shall be conveyed through the site,or 36 inches. date of transfer if no escrow is used. shall be collected and conveyed by a method approved by the City Engineer. 20.Dri shall be constructed of concrete per Building and Safety Division standards.lords. 62.All roof drains shall not be allowed to outlet directly through coring in the street DRAWN curb.Roofs shall drain to a landscaped area.All driveways shall be sloped to 21.A11 walls or fences located in any front yard shall not exceed thirty-six inches drain into landscaping prior to entering street facilities CHECKED �. ")in height with the exception that wrought-iron fences may be five feet(S') AL IMDIIM63.The applicant is to submit Hydrology and Hydraulic Reports for review and DATE R in height.Chain link fences shall be prohibited. PI-Mg 6,_00)commiuion Apprnvm approval by City Engineer prior to issuance of grading permits.The developer op-alas 2 February Planning Commission Approved planning Commission AppmW SCALEFebruary C 2007 February 6.2007 1/4'•I'-0' JOB NO. 8 3 SHEET 8 G atl REVISIONS BY CITY OF LAKE ELSINORE CM OF LAKE EL SINORE CITY OF LAKE ELSINORE COMMUNITY DEVELOPMENT DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT COMMUNITY DIVELOPMENT DEPARTMENT CONSTRUCTION PLAN COMMENTS FORA FR[I 412 LANGSTAFF ST CONSTRUCTION PLAN COhLMFNT FORA FR[a 4L lANGSTAFP ST CONSTRUCON PLAN COMMENTS FOR A SFR[al LANCSTAFF ST PAGE]OF} PACE 20F3 TI PAGE 3 OF The Cotmavnity Davdopmeat Depacmtenr has aviewed the aonsnvation drawings assocuted 6.The applicant shall provide assurance that all required fees to the Lake Elsinore construction plans to reflect that the proposed second unit does not exceed 800 with the above ref red project and pmvidce the foaoaing comments.THESE ISSUES MUST Unified School District have been paid prior to issuance of building permits. square-feet.(Please revise accordingly). BE ADDRESSED PRIOR TO TFIE ISSUANCE OF BUILDING PERMITS. (Please provide assurances to the Planning Division that this condition has been met). 12.The applicant shall revise the revised landscape plan to indicate that all I. All Conditions of Approval shall be reproduced upon page one of building proposed trees will be a minimum of twenty-four inch(24")box in size,prior to plans submitted to the Building and Safety Division for Plan Check.(Please 7.The applicant shall pay park-in-lieu fees in effect at the time prior to issuance of the issuance of a building permit.(Please address this condition as well as revise accordingly). building permits.(Please provide assurances to the Planning Division that this providing a landscape plan that was approved by the Planning Commission). 2.Prior to issuance of any grading or building permits,the applicant shall sign and condition has been met). 13.The applicant shall submit a written covenant to the Community Developer complete an"Acknowledgement of Conditions,"and shall return the executed 8.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee Department and signed by the record owner,which is to be recorded against the original to the Community Development Department for inclusion in the case (MSHCP)Local Development Mitigation Fee(fee for density less than 8 du/ac) property.The written covenant shall require that at all times either the single- records.(This was submitted and signed by a Mr.Steve Beyler.However,Mr, prior to obtaining building permits.(Please provide assurances to the Planning family unit or the second unit be owner occupied and shall prohibit the rental of Beyler is not listed as the applicant or property or owner within the project Division that this condition has been met). both units at the same time.It shall further provide that the second unit shall not file.The applicant or property owner needs to sign or Mr.Beyler needs to provide written documentation that he empowered to sign or is the current 9.Prior to the issuance of any building permit for the Project,Developer shall be sold,or titled thereto transferred,separate an apart from the entire parcel. property owner). The written restrictive covenant shall further require that the City be notified of enter into an agreement with the City and the Redevelopment Agency of the sale or transfer of the property upon the close of escrow or prior to the effective City of Lake Elsinore to provide(a)15%of the units constructed in the Project date of transfer if no escrow is used.(Please be advised that the above 3.All roofing material shall have a minimum Class"A"fire rating,and so noted as affordable housing units in accordance with the requirements of Section condition will be required at Occupancy). on the construction plans,prior to the issuance of a building permit.(Please 33413(b)(2)of the California Community Redevelopment Law(Health& revise accordingly). Safety Code Sections 33000 et seq.),or(b)an alternative equivalent action as 14.For the proposed project located at 412 Langstaff Avenue, the Planning determined by the City which may include(without limitation)dedication of Commission approved a'Bungalow"style architecture and not a"Craftsman" 4.A cash bond of$1,000.00 shall be required for any construction trailers placed vacant land,construction of affordable units on another site,or payment of an in style architecture.(Please revise the proposed project to match what was on the site and used during construction. Bonds will be released after removal lieu fee at the rate of$2.00 per square foot of assessable space for each approved the Planning Commission). of trailers and restoration of the site to an acceptable state,subject to the dwelling unit in the Project.For purposes of this condition,"assessable space" approval of the Community Development Director or designee.(Please address means all of the square footage within the perimeter of a residential structure, 15.Please attach the Planning Commission approved pre-liminary grading and this item ifyou will be utilizing a construction trailer./f you will not be using not including any carport,walkway,garage,overhang,patio,enclosed patio, drainage plan. a construction trailer,please disregard this condition). detached accessory structure,or similar area.The amount of the square footage within the perimeter of a residential structure shall be calculated by the building If yv"have,ray questiove of co cots please do not hesit—m contact me at(9SI)674-3124 est.5. All walls and/or fencing need to be located off the property line and sodepartment295 oc<tnail ar- d me hl_I ,g. 0 P Po place ulati of the City in accordance with the standard practice of the City in indicated ci the construction plans.If the Applicant proposes to place any walls calculating structural perimeters.(Please provide assurances to the Planning Respme and/or fencing on the property line he/she must submit a notarized agreement Division) between the subject property owner and the adjacent property owner to the � Planning Department prior to issuance of a building permit.(Please address IO.The a licant shah s- Cat!Yw pp pay all applicable Library Capital Improvement Fund fee, Assite PI.- prior 1 gy)' prior to the issuance of a building permit.(Please provide assurance to the Planning Division that this has been met). \ , I I.Prior to the issuance of a building permit, the applicant shall revise thel\'�Ipl Ilk ppW\\ V z n N Q N tu r AO- W to v iu 4 VQzui Q � zY� ln n � n � J a' s DRAWN g S CHECKED AL AOUIRM DATE g 0"1-07 SCALE 1/4'•I'-0' JOB NO. 3 SHEET g L 4� a r� a� R IG'IIPPENTIA hVVZ_STMEN77G0 REVISIONS BY FLOOR PLAN NOTES L ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2.WALL IN5'JLA7I0N SHALL BE R-'5 S.ROOF IN5ULATION SHALL BE R-30 4_UNDER FLOOR IN5JLA7ION SHA-L BE R-19 5.ALL REGE�TAG'L==-SIN KITC­_\AND GARAGE SHALL BE CFI. OUT S'.DE RECEFTAC_E5 SHALL BE WEATHER PROOF. b.LAMPS L'SED IN LJMINARIES FOR GENERAL LIGHTING IN KITCHEN AND BA--IROOM 5HALL HAVE rFFIGIENGY OF NOT LESS THAN 40 LUMENS FER'WATT T.ALL N NDOW5 SHALL 3E OL'AL PANE e.ALL BEDROOMS AND IAL_AREAS THAT ACCESS BEDROOMS SHALL HAVE -40'O" SMOKE OE'EC-CRS,LARD WIRE WITH BATTERY BACK UP. 9.PROVIDE 30"X 22'ATTIC ACCESS 20'-II" ;G.FANS SHALL HAVE 5 AIR CHANGES PER HOUR i I.APPROVED SMOKE=_E TOR.WITHIN 12"OF THE GEILING AT THIS LOCATION 4'-I" 5'-10" 10'-6" 4'-Y" 12.FROVIGE EAR'FGLAKE STRA=S AT TOP AND BOTTOM OF WATER HEATER I?¢OOF ATTIC HEATING GR A.G.EOUIPMENT ON BEARING WALLS OR BEAMS. (TE ) FOR TRUSSED ROOFS,DOUBLE TRUSSES. 604 A'5L 03 ALSL 40 ALSL 6065(AL L GLDR 14F OR IDE AF-ROVED B,AGKFLON PREVENTION DEVICES AT ALL EXTERIOR 6 IS GLAZ NG IN THE FOLLOWING LOGATIONS SHOULD BE OF SAFETY GLAZING 2 . MATER'A'_IN ACORANGE WITH SECTION 2406.4(SEE EXCEPTIONS): V a).FIXED OP_ AELED PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED ■ EDGE OF THE CLAZ ING 15 WITHIN A 24-INCH ARC,OF EITHER VERTICAL EDGE OF r FAM/L Y THE DOCK IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF .(� THE GLAZING IS LE55 THAN ISO INCHES ABOVE THE WALKING SURFACE. v I BATH VAULTED WINDOW ADJACENT-C DOOR AT KITCHEN. ^, Ib."ATIG VENT LAT ON OPENINGS SHALL BE COVERED WITH GORROSION-RESISTANT ,Y METAL MESH WITH MESH OPENINGS OF 1/4-INCH IN DIMENSION."SECTION 1505.3. o - IT"TIE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED GRTIFIED BY O THE NATIONAL'rNEST¢AT.ON¢ATING COUNCIL(NFRG)AND SHOWING COMPLIANCE uT WITH THE ENERGY OA_C'J_ATIONS." ^Je;SHOWER NOOK NOTE: t- bNe=Z FeER — M.BEDROOM VAULTED O ALL NEW GLAZING WILL BE INSTALLED ry WITH A GERTIFYIN6 LABEL ATTAGHED VAULTED SHOWING THE U VALVE. -T- NOTE: tu PANT. I "APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOES NOT INCLUDE �/G p APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY SE SHOWN OR REOUIRED. K/TGf/EN SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED." tu 2 J D0OR5 AND FANS OF 5HOYIER AND BATHTUB ENCLOSURES SHOULD BE FULLY TEMPERED,LAMINATED SAFETY GLA55 6 14Tll l%L11II �O Q - OR APPROVED PLASTID. - N V ttaml' 6 zN O �� o o RANGE '" MAX. FLUSH VOLUMES v Tue/EHo sR Av AND FLOW RATES � 6 ONE PZ.FI6ER. ILL WATER CLOSETS: 1.6 GALLONS PER FLU5H BLOWOUT TYPE EXEMPT) 10 O BEDR�M 3,_2„ /N 2 AAA.v A FAUCETS: 2.2 GALLONS PER FLUSH O J VAULTED e \ 1�J N m NS PER MINUTE N SHOWER HEADS 2.5 GALLO Q NS PER MINUTE(SINKS AND LAV5) m 6 26 o b g NOTE: Z O/N/N6 I. NO SLIP JOINT CONNECTIONS 2. USE COPPER FOR WATER-IPING ry 4'm TO ROOF VAULTED VENT DUCT. 3. ABS PIPE FOR DRAINAGE, NA5TE AND VENT PIPING 2� M IV BACKDRAFT DAMPERS 4. PROVIDE GLEANOUT AT GRADE NEAR CONNECTION 6 OF BUILD NC 5EWER AND BUILDING DRAIN. N fi O 5. FROV GE 2 50.IN.PER 1000 B-U/H M MINIMLM FREE AREA OF RETURN AIR DUCTS J 26° OR OPPENINGS. Q �I/� _ 6. CONTROL VALVE FOR SHOWER OR TUB-SHOWER SHALL BE �Y JJ 7 OF THE PRESSURE BALANCE OR THERMOSTATIC, MIXING 1 m VALVE TYPE. ■■ ` BEDROOM L/Y/M5 V �EN VAULTED VAULTED VAULTED R r 6 aQ o VENT TO V I Q WTSIDE AIR- 6 2'.•xI6GA za � 111 -- _ SEISMIC STRAP F - L 60 ALSL @ ~ O 4 4040 ALSL 4O(T M B�_gP) .. 1n �1 FIN FLR. W ^,uj ` 0 o BASE PLATFORM ENTRY eNc.. P.NAaLHORE c ED Q Q PORCH WRA ED _ NEATER HEATER ■ .F� U T!P VALVE SHALL TERMINATE AT THE EV.OF BUILDINS. JL- lu , 9'-4" I'-O" 9'-10" PRCVIDE OIL 5'RAP AT UB TOP OF TANK ONE STEP AT IA OF =)l Q Z w BOT'ON-ANK. .n ID d Q ) 1/2'DIAMETER EMT PIPES SHALL BE I SED FOR THE 5TRM V Z / WATER HEATER STRAP DETAIL Q N W 67 GALLON WATER HEATER N > I HR. RATING .67 MIN. CID PER UBG TABLE 5.1 IV a PROPOSED SQUARE FOOTAGE LIVING AREA = 1600 5q ft O PORGH = 240 SOL ft N TABLE 5-I --- ____ BIrAwN NOTE: GRAND TOTAL = I,S40 SO FT Romxro01I NUMBER OF BATHROOMS I TO 1.5 2 TO 2 MANDATORY ENERGY .5 5 TO 5.5 ON THE BUILDING PLANS ALL of THE AL AOUIFJM CONSERVATION DATE REQUIREMENTS AS LIS ED ON THE 11-9006 NUMBER OF BEDROOMS I 2 3 2 3 4 5 3 4 5 6 'MANDATORY rAEURE5 SWE CHECKLIST". ^ FIRST HOUR RATING 6ALLONS 42 54 54 54 67 67 SO 61 80 SO e FLOOR PLAN UNIT "mil" SHEET SGALE:1/4" = 1'-0" Wl 2 P IC,iiIFRENT�4�/M/F.STMENTIGO REVISIONS BY 48'-b" __...__ ._...--_ __-._ 5,_O., 6•_3" 2_4" 10'-4" 5 10" 2'_8" 20'-4" 10'-8" 4'-5" 4 "i -3" 4030 ALSL 2020 AL _ V 0 ry 6 b SINK - r­�EAST KITGHEN I BA IIA.X 36"HIGH STEEL PIPE JQ T 2 6'-O"GLG. 24To EDDED INTO GONG.ON A Q 8'-O'C"6. 5OVEN BE K 6'-O"GLG NB/50.X 46"DP.GONG.PAD RANGE O HOODABO4ND GOOLIN6 EQUIPMENT IN A AND WHICH GENERATES A GLOW, R FLAME 5"A L BE INSTA LED 2-GAR GARAGE -GAR GARAGEPANTRY4"m VENT T.VV IB'ABOVE THE FLOOR LEVEL.BAOKDRAFT v GARAGE "B" GARAGE "0" 8'-O'GLG. DAMPERS A WATER HEATER BLANKET.IS BELOW 0.50 AN R-12 8'-O"GLG, ------- EXTERNAL BLANKET 15 REQUIRED P K T - 13 RELIEF VALVE TO TERMINATE OUTSIDE OF L GARAGE ry • V e GAR GARAGE L t �2 4 6oRAGE 'A� IVING RM. 2� I BEDRM. I � b'_O"GLG. 7 F.LAYERS 5/B'TYP X _ (IHE GYP EE TO ROOF B O 2 LAYERS 5/B"TYP X i &AR GYP LIVING TO ROOF "MR,`IN6 BETWEEN 2 LAYERS 5/8"TYP X � -- (IHR GYP BRD TO ROOF SHEATHING BETWEEN I GARAGE 6 LIVING AREA I rl EDRM. 2 SHEATHING B� GARAGE 6 LIVING AREA 8'-O"GLG. O NI GARAGE E LIMN&AREA B'N F I60-10&AR AGE DOOR 60-10 GARAGE DOOR ❑ IOOTO 6A AGE DOOR ❑ - 504 ALSL 5040 AL5L- �,/ tu 5050 ALSL '1, 4'-4" 12'-6' 20'-9" 10'-4" �F��y(!}i2 DE1AI1.`, VL`v 4'_5' P O la 4 2 4 b 4 b Ib N IN -.3 13'-II" 8'-8" -11 It O" -A FIRST FLOOR PLAN UN 1 T IIB II SECOND FLOOR PLAN UNIT IIB II FLOOR PLAN NOTES I. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2.WALL INSULATION SHALL BE R-15 //�� N 3.ROOF INSULAT TABLE SHALL BE R-50 A B L E 5-1 4.UNDER FLOOR INSULATION SHALL BE R-19 NOTE: 1V/ 5.ALL RECEPTACLES IN KITCHEN AND GARAGE SHALL Lu - 1 BE CFI. OUT SIDE RECEPTACLES SHALL BE WEATHER PROOF. I. NO SLIP JOINT GONNEGTIONS 6.LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHEN 2, LSE GOFPER FOR WATER PIPINS NUMBER OF BATHROOMS I TO I.5 2 TO 2.5 3 TO 3.5 AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LE55 THAN 3. ABS PIPE FOR DRAINAGE,NASTE AND VENT PIPING �O 40 LUMENS PER WATT 4. PROVIDE GLEANOUT AT GRADE NEAR CONNECTION OF BJILDING SEWER AND Bur�cING DRAIN. NUMBER OF BEDROOMS I 2 3 2 3 4 5 '-� 4 5 6 -1.ALL WINDOWS SHALL BE DUAL PANE In a.ALL BEDROOMS AND HALL AREAS THAT AGCE55 BEDROOMS SHALL HAVE 5. PROVIDE 2 50.IN.PER 1000 S-U/H M O SMOKE PETEcroRs,HARP w1RE w1rH BATTERY BACK UP. oe IOPF-NR AREA of RE RN AIR Ducrs FIRST HOUR RATING GALLONS 42 54 54 54 67 67 80 67 80 80 80 9.PROVIDE 30"X 22"ATTIC ACCE55 b. CONTROL VALVE FOR 5HOWER OR'NB-SHOWER SHALL BE •(� /� IO.FANS SHALL HAVE 5 AIR CHANGES PER HOUR OF THE PRESSURE BALANCE OR THERMOSTATIC, MIXING 11.APPROVED SMOKE DETECTOR WITHIN 12"OF THE GEILING AT THIS LOCATION VALVE TYPE. lu 12.PROVIDE EARTHQUAKE STRAPS AT TOP AND B BOTTOM OF WATER HEATER f 13.ROOF ATTIC HEATING OR A.G.EQUIPMENT ON BEARING WALLS OR BEAMS. FOR TRUSSED ROOFS,DOUBLE TRU55E5. 14PROVIDE APPROVED BACKFLOW PREVENTION DEVICES AT ALL EXTERIOR (AHOSE BIBS. as 9 In W w . 15.GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING i @ InI MATERIAL IN ACORDANCE WITH SECTION 2406.4(SEE EXCEPTIONS): VENT TO Q Q 1 a).FIXED OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXP05ED OUTSIDE AIR LF55 THAN 4'(TYP) .T� EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC,OF EITHER VERTICAL EDGE OF 27"XI66A z� k 2X6 GAP A RAIL SEISMIC STRAP 3 a THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF CEILING N W THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE 1:1, WOOD RAILING WINDOW ADJACENT TO DOOR AT KITCHEN. Nf 2X2 VERTICALS I6"ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH GORR05ION-RESISTANT i Q METAL MESH WITH MESH OPENINGS OF 1/4-INCH IN DIMENSION."5ECTION 1505.5. �aSI=R- Q 17."THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED GRTIFIED BY P i .rF GUA RAIL 4X4 POST 4x4 POST ry W THE NATIONAL FENESTRATION RATING COUNCIL(NFRG)AND 5HOWING GOMPLIANGE ENC1 LE ANCHORm _ •d _J (V �, h WITH THE ENERGY CALGULATIONS." HATER�TrR4x4 Pp5T m N L65 EDAM a•(TwJ N NOTE: RIM J015 B z J T/P VALVE SHALL TERMINATE AT THE EXT.OF BALDIN6. _ ALL NEW GLAZING WILL BE INSTALLED PROVIDE a�sTRAPAT1/3 TOP Or TANK ONE 5TEPAT1/5OF v WITH A CERTIFYING LABEL ATTACHED BOTTOM TANG. 2XV GAPS RAIL m m s/B•'raG PLY wD. SHOW N6 THE U VALVE. In'DIAMETER art PIPES%ALL BE LSFD FOR TIE STR)r. 2x8 FJ.®Ib"OG. �.Ay �.Ay NOTE: YVATER HEATER STRAP DETAIL 2X2 VERTGAS 2x12 TREAD5(TRETV) 6„ SQU/ \R FOOT/ \GE "APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOES NOT INCLUDE -- - axla STRINGER APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED. 6-I GALLON RATER HEATER 36'MIN. MIN.3 All SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED." I HR. RATING •6-I MIN. PLYi wTREADfS MAX.8"RISE UPPER LEVEL 750 50 FT DOOR5 AND ELS SH PAN OF SHOWER AND BATHTUB ENGLOSURE5 PER UBG THAN MIN TABLE 5.1 4X4 POST FLOOR SHOULD BE FULLY TEMPERED,LAMINATED 5AFE7Y&LASS LE55 . DECKING 2%6 GARAGE "A" = 302 50 FT DRAWN OR APPROVED PLASTID. 1. 2-3/B'MB. MIN.9'RIM RIM JOISTS DECK.ID1srs GARAGE "B" = 421 50 FT RDNEM 0. CHECKED MAX. FLUSH VOLUMES (2)1/T DIA.MACHINE GARAGE "0" = 217 50 FT AL AGUI AND FLOW RATES NOTE: ON THE BUILDING PLANS ALL OF THE nr eAu+Pos�­ GUARDRAIL DETAILS -- TT°�-D6 MANDATORY ENERGY SCALEWATER CLOSETS: 1.6 GALLONS PER FLUSH BLOWOUT TYPE EXEMPT) CONSERVATION TOTAL 50. FT. = I,60i8 SO FT 1/4 URINALS: 1.0 GALLONS PER FLUSH REQUIREMENTS AS L157ED ON THE SHOWER HEADS 2.5 GALLONS PER MINUTE "MANDATORY MEASURES FAUCETS: 2.2 GALLONS PER MINUTE(SINKS AND LAV5) CHECKLIST SHEET 1� P IGUrP�VT1.4�/M/ESTMENTIGD REVISIONS BY GLASS "A"EAGLE ROOFING #SMG8402 SANTA CRUZ TILE ROOFING w/50# IGBO#-4660 I5/32"GDX PLYWD.SHEATHIN COLOR CARVED WOOD(MEDIUM BROWN) r 51 12 GLASS "A"EAGLE ROOFING LIGHTWEIGHT RAILING / TRIM GG_OR #SMG8402 SANTA CRUZ BOUTIQUE BEIGE TILE ROOF W/30#-FELT TOP PLATES IGBO#-4660 / W I5/32"GDX PLYWD.SHEATHING c¢, STUCCO COLOR X-56ab SANDSTONE O m DARK OLIVE GREEN _ n lV FIN.FLR. TOP FLAT'E5 WROUGHT IRON FENCE 6'HEIGTH COLOR CARVED WOOD(MED UM BROWN) TRIM G LOR um BOUTIQ E BEIGE LLj STUCCO COLOR X-86 SAND TONE S WROUGHT IRON FENCE 6'HEIGTH p coLOR x-bb SANDSTONE COLOR GARVED WOOD(MEDIUM BROWN) �1 11N.FI: Tm FIN.GRADE COLUMNS DRIVEWAY i DARK OLIVE GREEN COLOR BOUTIQUE BEIGE CASEMENT WINDOWS TRIM COLOR d J� BOUTIQUE BEIGE RE/ ,/ IIIN III SCALE 1/4"=1'-O" -W Liry pf Lakz E{sinar+: Tanning Division APProvai -- cv ul H GLASS "A"EAGLE ROOFING ' #51-11Gb402 SANTA CRUZ TILE ROOFING W/50# a IGBO#-4660 \J W 15/52"GDX PLYWD.SHEATHIN O }}}}LLLQIIII TRIM BEIGE LU GLASS"A"EAGLE ROOFING Q OJ #SMG J<L.t 8402 SANTA CRUZ t , N 'd < v STUGco TILE ROOF W/30#-FELT W STUCCO COLOR X-56 5AND5TON IGBO#-4660 ham/- (� Z LU W D IS/32"GX PLYWD.SHEATHING COLOR X-a6 5AND5TONE - Z u ry .fin Q N UJ TOP PLATES GOLOROGARVEDOWOOD(MEDIUM BROWN) M COLOR — - �IUTIGUE BEIGE SNGND COLOR X-ab SANDSTONE- O WROUGHT IRON F NGE 6'H IGTH COLOR GARVED WO DNEDIU BROWN) FIN.FLOOR FIN.GRADE • DRIVEWAY RA NO C C LOR CAR D VE WOOD(MEDIUM BROWN) DARK OLIVE GREEN DRWN #�rxro 0. a+Ea® ONT AL"GU DATE SCALE SCALE I/4"=1'-O' i/s'-V-o' SHEET \� 4 P IGURRENT�4�/M�ESTMENTIGO REVISIONS BY GLASS "A"EAGLE ROOFING #5MG8402 SANTA GRUZ TILE ROOFING W/30# I GBO#-4660 W I5/32"GDX PLYWD.SHEATHIN COLOR CARVED WOOD(MEDIUM BROWN) LIGHTWEIGHT RAILING l y #SMG5402ESANTA CRUZNG TILE ROOF W/30#-FELT kPLAT-ES IGBO#-4660 CASEMENT WINDOWS W 15/32"GDX PLYWD.SHEATHING TRIM COLOR BOUTIQUE BEIGE STUCCO FIN.FLR. _ 111111 Hill COLOR X-86.SANDSTONE TOP PLATES 57UCCO O COLOR X-86 SANDSTONE - � T(� _— - ----- COLOR r --- - - BOUTIQUE BEIGE - _.. ... COLOR X-86 5AND5TONE p HE 3 FIN,RR. FIN.GRAD[ z WOOD FENCE 6 HEIGTH TRIM COLOR BOUTIQUE BEIGE f AROUND PROPERTY CASEMENT WINDOWS COLOR CARVED WOOD(MEDIUM BROWN) TRIM COLOR BOUTIQUE BEIGE m RAGE TRIGA DOORS M COLOR BOUTIQUE BEIGE LEFT w SCALE 1/4"=1'-O" City Of Lak.EisinoTo n ianning Division Approvai GLASS "A"EAGLE ROOFING #5MG8402 SANTA GRUZ TILE ROOFING W/30# ICBO#-4660 W 15/32"GDX PLYWD.SHEATH IN ,,\ GLASS "A" EAGLE ROOFING V #SMG8402 SANTA GRUZ Hill 1111 111 111 111 Hill I I 1 11 11 11Z TILE ROOF Vy/30#-FELT IGBO#-4660 W I5/52"COX PLYWD.SHEATHING CV TRIM WH TE I III ICI �(O� STUCCO V! Q COLOR X-86 SANDSTONE ry TOP PLArEs 1 411 11 Til H 11 11I LIGHTWEIGHT R ILING — T- � Q - - -- - TRIM COLOR t tj BOUTIQUE BEI E > L - = � zQ STUCCO � Q STUCCO COLOR X-86 SANDSTONE (� W Q l� GOLOR X-86 SANDSTONE Q z FIN.FLOOR ; Z.................... ...... Q N w FIN.GRADE In N E WOOD FENCE 6'HEIGTH TRIM COLOR BOUTIQUE BEIGE IL; TRIM COLOR BOUTIQUE BEIGE CASEMENT WINDOWS AROUND PROPERTY TRIM COLOR BOUTIQUE BEIGE COLOR CARVED WOOD(MEDIUM BROWN) �lGf-�T SCALE 1/4"=1'-D" DRAWN -14 CHECKL. AL AGUIRK DATE 11-TD-06 SCALE 1/4'-V-0' JDB N0. SHM ��' 5 P IG�L?'u?ENT1.4�/NYESTMENTIGO REVISIONS BY O --.... _-..__._ ❑ I GFI GFI GFI GFI " SELF GL0511,G SOLID GORE \ - N✓P/GFI I B/8"DOOR.IHR r+>m wu.K/rcb+antrre m s�av w•rs�rwnv 5/5"GYP.BD.TYPE"X• I FI%NRESTo BE �_� \\\\I�IG�HTO FITTING 5/5"GYP.BD.TYPE'X" BOARD TO ROOF SHEATHING BOARD TO ROOF SHEATHING HI611 EFFILAcr _ /-- (I HOUR) 5/ GY BD.TYPE"X' BETAIEEN GAR. \ / d LIV G AREA GFI E FOUR a LIVING AREA .YL manvv sw[L stn'm ww /-- — B\ETY�EEN GAR. a L✓BEEN GAR GFI ALL WALLS 4 CEILING GFI BOA T ROOF SHEATHING ALL WALL IViNG AREA 5ET IfJ 5 a CEILING �) �� / 1 ALL IIVALLS d°GEILINS � I b LIGHTS TO BE bARAbE LIbHTb TO BE CONTROLLED 6Y I � // _ O ❑ O I MANU LYEGNS EI.Y4 MAWALLYON SENSOR bAR46E L16M5 TO BE 1I m — \ 1 CONTROLLED BY - %YR�M/LbMrmGEccH Xmer I MAWALLY-ON bE1FAR � rpCe yp I / Zllr A s� / -� GFI ATH ROOM LIGHTS —— OCLUPANT CENSOR 1 N till _ U Af44LGLKGHSi! ¢FI � �K�� GFI GFI II ���� ¢FI <�' �ANILIf "A GFI 1 $ Za'ti1I� Oow - S.D. L/M?roSf�T'/16�Er � IV v 13A ROOM LI6HTST HA N< L.; p \ ` ANT CENSOR N 1 U/■ u ------- ------- 4 310 V.LGnpJG1lX/W O/XONCOT/L �, \ ( IH ROOM LIbHT TO NAVE ATTIC �[ClFl�MItx NYrIeIXLC I.UO! LUPANT LENSOR N ESS 22'XBO' LCGArE na91'MI/LY/ILEJM'1Na' / tL O OF nEA/O Lgm^RE�¢L4V'ATION FIRST FLOOR ELEGTR I GAL FLAN UNIT "B" --- - S.D. El t- i2'4LL F/XTURE eun.xa.y orswccT qsw ra�edmae®eY S.D. �,n1 I' 1 —eON✓EN/CNGC� rsff srs.so.� / ,uc euwwr ecaern na°rx.rs. a✓ �+ �" sw.nv°vosTre _- Z GvTLET xwcr nuae rs,•xia+r wca.c -HIGH EFFICANCY LUMINARIES MUST BE PIN BASED L6M` ameT�rronvt®A•orsur AX n� .5 CO1ATOL Au eRw.r«eweavn nwrxmrus Va.r, Fx4ruRcwrrAa=re /er neax rsa xw�,r<T-orAe��� -- s"✓/rcv�� _... 'W —1"a°F R'.,_ yam�e rNsruLm rH wn.Lna.uen �' �e+nw crwcurn,rl,r srn.Y ra✓ecr I� 0 +GENERAL LIGHTING FIXTURES IN BATHROOM AND KITCHEN SHALL HAVE 1. T Q GON✓EN/ETUDE h LAMPS WITH A EFFIGANGY OF AT LEAST 40 WHEN PER WATT. Q K NOR PHO `C � m ameTs rxs>:ucm rN m�Lrnu oars Ow�.xl� aev,ae+ruan roeecamamr» el®Raae x'uce er raorzemn erwvw,ee +DOORS AND PANELS OF SHOVER AND BATHTUB ENCLOSURES vuE nuaie 9wTn/ /KtreruarrNre�anse QSHOULD BE FULLY TEMPERED,LAMINATED SAFETY CLA55 `t GA6/NCT OR APPROVED PLASTID. 4 30" y `— +SUITABLE FOR WET LOCATIONS �'1� ❑ INO SCALE VAPOR PROOF 20'MAX ICI �w TYP/GAL /NSTALLfFT/ONHE/GHTS AT 51� °�°�° ELECTRICAL PLAN UNIT A SMOKE DETECTORS ARE REQUIRED Z -ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR PAW IN ATTIC MAIL (V OR AREA GIVING AGGE55 TO ROOMS USED FOR SLLEPING PURPOSES. ATTIL AwEs OP 145 SHALL eE 51=D FOR THE REMOVAL oP THe LARGEST FlY of Ef MMIE ar. N -IN ROOM IF ROOM HEIGHT 15 24"OR HIGHER THAN THAT OF CORRIDOR. Cy -ON THE GEILIN6 DIRECTLY ABOVE THE STAIRWAY WHERE SLLEPING ROOMS ARE Lu ON AN UPPER LEVEL. .� -IN THE BASEMENT AND ON EACH STORY. -IN EACH SLEEPING ROOM. S//%LJL/LGLEGE/YO -IN NEW GONSTRUGTION,SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACK-UP.SMOKE DETECTORS FOR EXISTING MAY BE BATTERY OPERATED. 0z y/.y'r L/GHT/NG/EXH.4�/STfANS (� O �0- .r-4LL, Yl,'f$TF1,yiHTF/,171a� =@­ /� cl 11� 1W.Z ELEOTRIGAL NOTES u Vl � O __-_-- --- -A �' �/ L�✓ � r- F I. ALL WORK SHALL COMPLY BY THE CURRENT N.E.G. ¢FI I _\ 2. MAIN SERVICE SHALL BE 200 AMP.PANEL ry + r s. IN'5TALL LIFER BAR tk} Lu --- �ay.wcmic4ns- -\ - Aces 3O 4. ALL WIRING SHALL BE ROMEX TYPE W , L eaec`ar+,v ao' I ° I T ':% Af 'TLE/LLMSL�'?FLX7Lf/l7TOl6(.H�7,�lVCf�'aP b9�aYlF.YfTh�7tR@P/EDLE'�EYQ//LET 5. ALL RGGEPTAGLES IN KITCHEN,BATH,AND GARAGE Z y TH ROOM Ll— O HAVE �_� oc ANr CENSOR AN / tt r@rTzfDLr(�57F/X7ls� SHALL BE 5FI OUTSIDE REGEPTAGLES SHALL BE l� Q {�=J 1 I w + �vamFAuriNr Pm r,EATHER PROOF swc ertnTm Aro m r.� ,7F: „aDggrpE�r:�,y/[/FyTi9,YJl� 'fir GY,fLEA'd//IfTATFROrI?.4.ID,PEAR 6 _A'"IP5 USED IN LUMINARIES FOR GENERAL LIGHTING Lu < \ 1.wArnmvr�nsnnl+ GFI cnvwar• n/ i1"' IN KITCHEN AND BATHROOM SHALL HAVE EFFIGIENGY Q Z Iu - \ I p i.£DFLGGRE�EY/L/6/fiF/.77L ,4�0%CAIKGT-V-,ZP/NTTar'?F'ClREA 52Z OF NOT LESS THAN 40 LUMENS PER WATT. Q T. ATTIC FAU SHALL HAVE LIGHT AND SWITGH Z (IF LOCATION 15 xwr,n.n. xuw...ra LUH/.ITa.6CL7L/MS Aa LLDd GL/M.4T�'GO TRoL `� 9. PRO SHALL HAVE SMOKE HANGED) a. ALL 3c \ _i .uL K �oievrzem mmew c,..+.:r.a R�.°c`rn w.,I+ TOG91 L/61irF/X7lRE x2-AND HALL AREAS THAT AGGE55 BEDROOMS (D (V 2 MS \ APROx'i.Or THE KE DETECTORS,HARD WIRE V4/BATTERY � J N W O ElxnmESTo eE _ S.D. BACK UP AND INTERGONNEGTED � (V wbH EPEILAcr `9.D. <' ATTIC AGGE55 l �yyp 10. FANS SHALL 5 A GRANGES PER HOUR ° ruL baw-cnv�.an nor_..-Yr r Q V,L97Q,cpp ,HGE££`p[LSf/lFlyT_//L AAPippy�q u II. ALL GEILIN6 FANS SHALL BE INSTALLED TO METAL BOXES OR EQUAL 12. AIR GONDITIONER CONDENSER UNIT SHALL HAVE DI51-ONNECT 2e rr K m� o eeeasrFvv-s� v�N-anmTocr s/cz A/T GENERfjL ELEGT�/GAL I IB. MAKE ARRANGEMENTS IF APPLICABLE FOR PRE-WIRE GABLE T.V., �I, ,,,yyL,, FA{5,�d/.4CLR GAPAk'E9rSA/RG/ILNSfSFER/LP TELEPHONE,ALARM,INTERCOM,CENTRAL VAG,ETC. BD \� Y -�}- E.�A'T/eE.4TlY/fLCfaPL/bYlFA.i'-�GMMN- ® 'EO`JfLrC,P/14R01Y/Ra7/Y/BAT7EPYd46f"iP 14. BATHROOM R_GEPTAGLE5 OUTLETS SHALL BE SUPPLIED BY AT LEAST A� 7/r16A-PFAS ONE 20-AMP BRANCH CIRCUIT.SUCH GIRGUITS SHALL HAVE NO OTHER OUTLETS. I5. MIN 20'UFER GROUND WITH BOND TO GAS 4 WATER PIPING. m RE SJl/Y4CL/E'4d�L.KHrPZY7GPE > ELEL7T,G4L FAff I6. PROVIDE TWO OR MORE 20-AMP SMALL APPLIANCE BRANCH GIRGUITS eeAraaree+cwn nurx.rrr r ueHrmxecrm+cr_m er'. REG�S'fiD57FFl/GHT IN KITG-1EN/DINING AREAS. �- /G. 6/6!Y/AI�V:PEAf�Vil�'f Bat"fIAY DRAWN e�wca+L,wrroarea'm a®eY rre� e,.x�,ew Huse srlr�u f,4EYfN1fRGi`l//GfATr6`..4TA�f,�N? IT. PROVIDE A MINIMUM OF TWO SEPARATE 20-AMP APPLIANCE GIRGUITS FOR D/rne�xaTc// NrsErs uesrrlum mns.Luas ROBB2I0 0. LAMFS W UI A LE rORGY LOCATIF AT AST 40 UR•81 PH2 YIATT. <ITFRO,11 N A SE AREAS. nnsur°ee SUITABLE FOR WET LOLATIONS 18. RECE TE A SEPARATE 20-AMP GIRGUIT TO SUPPLY REQUIRED LAUNDRY L AGUI8) RECEPTACLE OUTLET IN EACH DWELLING UNIT. AL�pINPE IQ. RECESSED INGANDESGENT FIXTURES SHALL HAVE THERMAL PROTECTION DATE - 20. ALL BEDROOM 5RANGH GIRGUITS SHALL BE ARG FAULT CIRCUIT PROTECTED. 11-3P-M -_ _qa^. 3lygyyyrCy 21. ALL KITCrEN LIGHTS TO BE FLOURE5GENT CAN LIGHTS W/PIN BASE SCALE 1/4•-1'-0• JOB NO. SECOND FLOOR ELECTR I CAL FLAN UNIT IS 11 ­0 SHEET J 6 REVSIONS BY PLANT IN& L LC�,E-ND SYMBOL BOTANIGAL NAME GOMMON NAME SIZE LA6ER5TROEMIA INDIGA'GHEROKEE' GRAPE MYRTLE BUXUS MIGROPHYLLA JAPONICA JAPANE5E BOXWOOD 5 6AL. TURF LNDS(� FE PLAN m �J AGAPANTHU5 AFRIGANUS LILY OF THE NILE 5 6AL. tL V O NOTE: AUTOMATIC IRRi6ATiON 5Y5T=v AND (� RAIN SENSOR TO GON5ERV 6ATER Z —I O W Jw m v z 150.00 - tu � to tL WWWW . . . ° tL UNIT A . o•y. Q Q � v � w �� �� �� �� � �� ` w d N Nl /l� .. .. .. .. . n Z Lu .� . . . J m ccv V . . . . . . . . . . . . . . . . . . . . . . I50.00 O DRAWN CHEONED AL AOOIRRC DATE 1143-06 SCALE JOB NO. SHEEP REVISIONS BY ROUND PLASTIC VALVE BOX ROUND PLASTIC VALVE BOX SLIP BASH; SOCKET WITH LOCKING LID MARKED WITH LOCKING LID MARKED OVER END OF WIRES 3 IN TURF AREAS "IRRIGATION GATE VALVE" 3 IN TURF AREAS "IRRIGATION QUICK COUPLER" 3" IN PLANTER AREAS FINISH GRADE 3" IN PLANTER AREAS FINISH GRADE FINISH GRADE STEP 1: -I -I -I I I-I -I -I I-III-I III-I I -1 I-I I III=1' STRIP WIRES APPROX. n" 1= FROM END - TWIST TOGETHER 1=1 -I III=1 i 1=1 -I I I I I-I z -III I I I=1 I APPLY SEALANT TO OUTSIDE OF =I I I—I III I I- =1I1=1I 111—III z III III II BACKFILL MATERIAL SEALING PLUG - FILL CAVITY � WITH SEALANT -III-I III-III- -III-I I III i I I- 1 II 111 III I LATERAL SUPPLY LINE - STEP 2: I—I 1 —III-1, - SNAKE PIPE IN TRENCH =III= = = GATE VALVE I= 1=1 I I 1=1 I I- I 11- -11 1 1 PUT CRIMP SLEEVE OVER WIRE PRESSURE PRESSURE I I III- ENDS & CUT OFF EXCESS WIRE .n o°oo•,•ge° I- SUPPLY LINE SUPPLY LINE 111_ V l z — — dga o••`;°°°°.ga 11-11 z _ °�.o m•'°° II 11 — — PULL BASE SOCKET OVER END 8om':.' o° °c.o • o a8a800- °. a.o°o'° °a CONTROL WIRES - BUNDLE o °o.�o•4�.o,a8do�°.., _ o.°o..o.o�•;o�°.a��° g 1�= —11 _ AND TAPE AT 10' O.C. -INSTALL ADJACENT TO STEP 3:°e:po;•°o ° o, $ (—1 -111 Q:�;Pe=ave 8°° ° >t a•°, 1 I 111-I _ SCH. 40 PVC PRESSURE SUPPLY LINE MALE ADAPTOR -1�I-I�I-III-I 11, I I I-1 I I-11 I MALE ADAPTOR 3/4" WASHED, CRUSHED 3/4" WASHED, CRUSHED 2" CLEAN BACKFILL PUSH SEALING PLUG INTO tu I 1 I I, I III=III= BASE SOCKET NOTES AGGREGATE BASE NOTES AGGREGATE BASE '— PRESSURE SUPPLY LINE - 2- MIN. SNAKE PIPE IN TRENCH PUSH WIRES TO END OF BASE 1. ALL EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 24" FROM ALL HARDSCAPE 1. ALL EQUIPMENT SHALL HE INSTALLED A MINIMUM OF 24" FROM ALL HARDSCAPE SOCKET TO COMPLETE SEAL AND STRUCTURES. AND STRUCTURES. 2. INSTALL VALVE IN PLANTER AREAS ADJACENT TO SIDEWALKS WHEREVER POSSIBLE. 2. INSTALL VALVE IN PLANTER AREAS ADJACENT TO SIDEWALKS WHEREVER POSSIBLE. NOTES — 3. PLACE VALVE BOX AT RIGHT ANGLE TO HARDSCAPE OR STRUCTURES. 3. PLACE VALVE BOX AT RIGHT ANGLE TO HARDSCAPE OR STRUCTURES. 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90 CHANGES IN DIRECTION. STEP 4: 4, PLACE 3/4"WASHED CRUSHED AGGREGATE BASE PRIOR TO INSTALLATION OF 4. PLACE 3/4"WASHED CRUSHED AGGREGATE BASE PRIOR TO INSTALLATION OF 2- BACKFILL MIXTURE SHALL CONSIST OF NATIVE SOIL CLEANED OF ALL ROCKS AND VALVE BOX. VALVE BOX. DEBRIS. 5. ALL EQUIPMENT MANUFACTURER NAMES AND MODEL NUMBERS SHALL BE PER 5. ALL EQUIPMENT MANUFACTURER NAMES AND MODEL NUMBERS SHALL BE PER 3. INSTALL 12"x 12" x 12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION RAINBIRD "SNAP TITE" WATER- THE IRRIGATION LEGEND. THE IRRIGATION LEGEND. AND TEES INSTALLED ON PRESSURE SUPPLY LINE ONLY. PROOF CONNECTOR (OR EQUAL) GATE VALVE QUICK COUPLING VALVE TYPICAL TRENCHING WIRE_CONNE_CTIONS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ----- BACKFLOW PREV. ENCLOSURE PLASTIC VALVE BOX W/ LOCKING LID GATE VALVE - TYP OF (2) HARDSCAPE MARKED "IRRIGATION CONTROL VALVE" N. BACKFLOW PREVEN ER LATERAL SUPPLY TO SPRINKLER - ANGLE CV FINISH GRADE ASSEMBLY BRASS NIPPLE - TYP, OF (2) a PIPE TO SPECIFIED DEPTH WITH 45? ELLS BRASS ELL - TYP. OF (2) - - - n 1" IN TURF AREAS SCH. 40 PVC MALE ADAPTER W III 1 - --III-1 -1,I1 11 111-I, 3" IN PLANTER AREAS SCH. 80 PVC UNION H = II—III—III— z BRASS BRASS NIPPLE —1 I I RAINBIRD SCH. 8o PVC NIPPLE CONNECTORS (OR EQUAL)SNAP-TITE WATERPROOF O POP-UP ROTOR HEAD —III III—' FLOW FROM UNION CONCRETE PAD 1-11 III- FIN. GRADE .` SOURCE FINISH GRADE BACKFILL MATERIAL-III V _ ? O n MARLEX 3/4" DOUBLE - III III— - •30., 1 11 _ ,n STREET ELL I —III-1 �_ •• _ -I 11 11=1' —III PIGTAIL WIRE EXPANSION III III- p _ LATERAL SUPPLY LINE I LOOP (MIN. 24" LENGTH) —I 11— _ Irl ml m D I I-11 SLEEVE - SCH. 40 PVC —I —I 16 1 I 1 (3) SIZES LARGER THAN -I I REMOTE CONTROL VALVE SCH. 80 PVC NIPPLE II - - 12° x 12" x 12" CONCRETE .. 2 -I1 111= LINE SIZE — I' - THRUST BLOCK _ 1III1 F—FLOW _ SCH. 40 PVC Q Q MARLEX 3/4" �_ SCH. 40 PVC MALE m = _ _ - _ - MALE ADAPTER STREET ELL - - ADAPTERS - SAND 3/4 _ I� U1 Q V m a '° WASHED, CRUSHED _7 FLOW TO SYSTEM — CONTROL WIRE SLEEVE - =I AGGREGATE BASE �/ Z Q SCH. BO IIP _ - SCH. 80 3' CONDUIT IU 1 11- INSTALL ADJACENT TO (— SCH. 80 PVC NIPPLE Z PVC TEE _ BRASS ELL - TYP. OF (2) III PRESSURE SUPPLY LINE -III CONTROL AND Q N III-III-I I-I 1-III III-I C4 BACKFILL - 907 I-11 , — _ PRESSURE SUPPLY LINE COMMON WIRES n a 2" MIN. (3) SIZES LARGER THAN 40 PVC NOTES COMPACTION REQUIREDSCH -- 1. ALL EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 24" FROM ALL HARDSCAPE LINE SIZE AND STRUCTURES. NOTES PRESSURE SUPPLY LINE 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE TWO COATS PRIMER AND ONE NOTES COAT EXTERIOR RUST RESISTANT ENAMEL - COLOR TO BE SELECTED BY OWNER I. EXTEND ALL SLEEVES A MINIMUM OF 12" BEYOND EACH EDGE OF HARDSCAPE. 1. INSTALL REMOTE CONTROL VALVES A MINIMUM OF 12"FROM ALL HARDSCAPE OR STRUCTURES LATERAL SUPPLY LINE OR LANDSCAPE ARCHITECT. 2. BACKFILL MIXTURE SHALL CONSIST OF NATIVE SOIL CLEANED OF ALL ROCKS AND 2. INSTALL VALVE IN PLANTER AREAS ADJACENT TO SIDEWALKS WHEREVER POSSIBLE. 3. IF UNIT IS INSTALLED ADJACENT TO STRUCTURE, MOUNT TEST COCKS ON OPEN OR DEBRIS 3. PLACE VALVE BOX AT A RIGHT ANGLE TO HARDSCAPE OR STRUCTURES. . NON-STRUCTURE SIDE. 4. PLACE 3/4"WASHED, CRUSHED AGGREGATE RASE PRIOR TO ALLATION OF VALVE BOX. ENCLOSURE SHALL HE INSTALLED ONLY WHEN DESIGNATED ON IRRIGATION LEGEND O 4. E 3. BACKFILL SHALL BE COMPACTED TO 907 OF NATURAL SOIL RELATIVE COMPACTION. 5. ATTACH A YELLOW PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE O OR ENCLOSURE DETAIL. STATION NUMBER VALVE BOX LID FOR EACH CONTROL VALVE INSTALLED. AI 6. ALL EQUIP. MANUFACTURER NAMES AND MODEL NUMBERS SHALL HE PER THE IRRIGATION LEGEND. IV POP-UP SPRAY BACKFLOW PREVENTER TYPICAL SLEEVING REMOTE CONTROL VALVE DI BY --- NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE CHECKED BY AL AGIIIRRE DATE IO-04 SCkE N.T.S. JOB NO. REVISIONS BY LANDSCAPE AND IRRIGATION SPECIFICATIONS 1 dca9 °d z a 4 IRRIGATION HEADS D Landscape and irrigation plans ore diagrammatic.All supply lines shall be located in planter All heads must be located according to irrigation design as reviewed and approved by the = wherever possible.Any discrepancies between plan and actual field conditions shall be reported City and/or Landscape Architect. Sprinkler heads shall be located on both sides of planting a _ immediately to Landscape Architect for r i,io s. If contractor fails to notify the Landscape as necessary for complete coverage. All heads shall be spaced in a triangular pattern to ensure III-I Architect before proceeding with work, he/she n assume,full responsibility for any damages o added head—to—head coverage. Pap—up heads shall be used in any shrub area adjacent to hardscape or 5 cost, resulting from said discrepancies. Prior to biddingo c nstr..Ilan,the contractor shall,fully walkways. Spray heads shall be pop—up where specified on plan, adjustable,vandal—resistant or I I acquaint him/herself with all site conditions,job factors,and area layout. of plastic construction antl designed for use on 1/2 ISP riser. Spray from any sprinkler heads shall not be permitted to throw into the public streets or onto hardscape. Lawn heads shall be pop—up and —I rated flush with finish grade. A. IRRIGATION SYSTEM Heads mounted at the bottom of the slope shall be slanted to throw up the slope. Low head \OAAW SCOPE OF WORK drainage is not acceptable. Anti—drain check valves shall be installed at each head as necessary to — 4 prevent drainage. Swing joint elbows shall be designated on all risers. Risers shall be adjusted _ The irrigation system shall efficiently and evenly irrigate all areas, shall be complete in to grade after the soil has settled. The riser shall be PVC Schedules 80 to fit sprinkler opening in _III III''I I I I-III I very respect,and shall be operating to they satisfaction of the Architect,City,o Verify swing joint assembly. that irrigation systems are installed in strict accordance with all pertinent codes and regulations, Joy the original design,the referenced standards and the manufacturer's recommendations. In the event AFTER INSTALLATION W� any equipment or methods indicated on the drawings or in the specifications are conflict with 7 6 local codes.notify the Landscape Architect prior to installation. If notification is not provided. Clean and adjust all heads after irrigation installation. When the sprinkler system is the contractor shall assume full responsibility for cost of all revision,necessary to comply with omplete,the contractor shall perform a coverage test in the presence of the Landscape Architect code.The contractor shall maintain approved blueprints on site at all times. r owners wner representative to determine that the water coverage for planting areas s complete and LEGEND: adequate.. This test shall be done before planting cegins and again after planting is been completed. 1. SHREDDED BARK MULCH PER DETAIL.EARTHWORKS 274-8850 EQUAL BACKFLOW PREVENTER Upon completion of work, Irrigation Installation irtormation shall be transferred to either 2. FINISH GRADE clean blueline or reFrodc clble s c prints at the request of the Architect.All critical irrigation 3. FERTILIZER TABLETS PER SPECIFICATIONS Backflow device shall be installed in accordance with the requirements set forth by all equipment(point of ..tion a mainline, w sleeves,control valves,gate valves,quick coupling 4. HACEFILL MIX AND METHOD PER SPECIFICATIONS AND/Olt NOTES governing codes having jurisdiction over cthe work in the area.Please contact the Water Department valves and contra It,,)shall be dimere...d Ion these as—built plans by two field measurement.. The 5. SHRUB ROOTBALL which has diction o r,,fore act specifications. No backflow device will be Chan and dimensions shall be recorded in a legible and workman—like manner,to the satisfaction 6. PLANTING PIT SHALL BE TWO TIMES THE DIAMETER OF ROOTBALL juris over your a x speci gas 9i 7. UNDISTURBED NATIVE SOIL NOTES Permitted to stand in any a eo where it may be considered to be a hazard to pedestrian or vehicular of the job representative or owner. traffic. Backflow installationm to be at least twelve inches(12")above ground and may not exceed 1. ALL SHRUBS AND GROUNDCOVER SHALL BE PLANTED AT EQUAL TRAINGULAR SPACING U, thirty inches(30").There must be a twelve inch (12")horizontal space between testcock and any NOTES: UNLESS OTHERWISE INDICATED ON PLANS. obstruction. Threaded a required o .II above ground installations. Backflow devices shall B. LANDSCAPING 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE be placed as close as possible to the water meter with an in—line ball pin valve separating one from OF ROOTBALL WITH WATER FROM HOSE. DO NOT CRACK ROOTBALL. the other. GRADING R �y /�1 ry 7'� p /y 7 T�7/y TRENCHING Landscape contractor s receivesite within approximately one tenth of afoot la0')of finish SHRUB PLANTING GROUNDI O V H R SP/1 I I I\I 1 _ '--- grade unless otherwise specified onplans. The contractor shall fine grade all planting areas to a 1 b ll 1J 1 b IJ L7\l 11`I l,l ,1, Trench depth for the main line shall be a minimum depth of eighteen inches(18")from the s oath and uniform grade a sa ry, including the removal of surplus dirt,rocks and debris over surface to the to of Trench depth for laterals shall be a min mum of twelve inches 12" 1/2 inch in diameter. LawnsareaeSshall be graded so that after cultivation,amendments and settlement, NOT TO SCALE (� p pipe. p ( ) the soil shall be 1"below the tops of the curt or paving-All areas shall slope to drain and flow lines NOT TO SCALE 1--1 from finish grade to the top of the pipe. The bottom of the trench shall be free of rocks,clods shall be established to existing road curbs,or as noted on the plans,or as directed b Architect. and other sharp—edged objects. No pipe shall be installed parallel to and directly above another 9 Y line. However, lateral lines may lie next to each other(minimum of 3"clearance)within the s trench unless this creates a ointenonce problem. No irrigation w valves shall be......d e = _ Crete.Sleeved,lines under vehicular paving to be 24"from surfacer PVC irrigation lines marked PLANT MATERIAL in con - "UV"are to be run above ground and staked every 10 with U—shaped #4 ration. PIPE Plants shall be fresh, well establshed.vigorous and of normal habit and growth,free of — _— disease, n acts, insect eggs and larva All plant met net oshall be a specified on the City s s s Non— shall be PVC 1120 1220, Class 200 or better. Pressure 1 1 2' and approved plans andspecifications and shall be of the quantity and size inrdiicated. No root--bound _ _ — pressure pip, / pipe / demi,ed materials hall be allowed. Changes to plant palette shall t be permitted less under shall be PVC 1120/1220, Schedule 40 or better. Pressure pipe 2 and over shall be PVC 1120. approved by Landscape Architect in writing. All container—grown plants shall be in compliance with = — Class 315, solvent—weld or better. Pressure pipe on inlet and discharge side of backflow prevent,, the American Association of Nurseryman standards. — ORIGINAL GRADE hall be brass pipe. Plastic pipes shall be injection molded, rigid, plasticized polyvinyl chloride (PVC), NSF approved, of high tensile strength,chemical resistant and impact strength,type 1,grade _ 4" BERM TIGHTLY COMPACTED IN PLACE 1, 200 psi hydrostatic design stress design stress (PVC 1120). No multiple assemblies on plastic PLANTING TO FORM WATERING BASIN 2 lines shall be installed. Provide each assembly with its o outlet. All piping and w nstalled �D under hardcpe shall be sleeved Schedule 40 PVC or better. Size of sleeve shall be a minimum of All pla.ntnq areas with the exception of hydroseed areas shall be treated with a pre—emergent three sizes Is rger than line size. chemical mical applied by a licensed Pest Control agent. This treatment shall be applied at the following times: Immediately after planting;at the beginning of the maintenance period;and at the end of the FLUSHING MAIN LINES ai........ pe m riod.All weeds shall be reoved from planters and areas shall be approved by the owner PLANT TABS PER MANUF. 3 5 or City's repreeermt,ve before pre—emergent.a,e applied. = RECOMMENDATIONS �5i Flushing of mainline shall be completed before quick coupling valves or remote control valves No plant material shall be planted until the irrigation system and final grading have been - BACKFILL MIX, SEE PLANTING 6 r.'n place. All open ends shall be temporarily piped to exhaust flushing water up and out of the approved. Soil surrounding planting pit shall be in a friable condition and moist to depth of 8". NOTES HEREON trenches. No water will be permitted to fall into the trench. Flushing procedure will be as follows: Plant pits shall be placed in the center of the hole in a vertical position with the root ball a = ;'� z open the ports n rest to the source push as specified above, and recav port. Continue this pro— with finished grade. Trees shall be planted at such a depth that the crown roots bear the some — CONTAINER PLANT ROOT BALL - _ — cedure moving progressively towards the end of the line with only one port flushing at any given time. relative position to finish grade as they did to the soils where they were grown.Tree stakes shall be 2"in diameter, 10' long lodge pole pinestakes,copper naphthenote treated or equal,free from PLANT PIT TO BE 2 TIMES THE knots, splits or disfigurements. Stakes shall be driven a mimmumn of 6"from the tree trunk when WIDTH OF THE ROOT BALL AND 6" HYDROSTATIC PRESSURE TEST installed. Tree ties shall be Cinch ties or equal unless otherwise noted on plans. BELOW THE BOTTOM OF THE ROOT BALL o —III— III 7 Mainlines shall be tested in place prior to backfilling for a period of not less than three BACKFILL NATIVE SOIL(COMPACTED) (3)hours and shall show no signs of leakage or loss of pressure. During the test period,min-mum test pressure at the highest point of the section being tested shall be no less than 80 pounds per Backfill to consist of native soil and 3 cubic yards nitrogen stabilized amendment per 1000 S.F. .III t square Inch. Sail preparation and backfill recommendations contained within the specifications o construction — drawings or details are for bid purposes only.Final soil recommendation from an approved —III III—III- -II. AUTOMATIC SPRINKLER CONTROLLER agricultural soils lab will determine the ultimate soil preparation and backfill mix. Controller shall be electric and capable of automatic and manual operation. LEGEND: Timing for stations shall be independent of each ther C. MAINTENANCE NOTE: I. TREE TIE (V.LT. "CINCH TIE"OR EQUAL) —FOUR(4)TIES PER TREE and shall be adjustable from one(1)to sixty(60) minutes per station. Drip stations shall have a 2. 2"DIAMETER LODGEPOLE PINE STAKE(MINIMUM 10'LENGTH) —DO NOT PIERCE ROOTBALL capacity of nine(9) hours. The irrigation system shall be programmed to operate with the designed UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL 3. UNDISTURBED NATIVE SOIL a during the periods of minimal use. SCOPE OF WORK WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL. Landscape contractor shall be supplied with 11 Ov electrical power and is responsible for final 4. BERM FOR MIX AND METHOD PER SPECIFICATIONS AND/OR NOTES hookup from electrical point—of—connection to controller. Contractor shall keep all irrigation controllers,valves, lines and heads clean and in good 5. BERM FOR TEMPORARY WATERING BASIN(MINIMUM 4'WIDE) —REMOVE AT END OF working order. Any damage during maintenance period shall be repaired by the contractor at his cost. MAINTAINANCE PERIOD Contractor shall not be responsible for damage inflicted by acts of nature or vandalism. Damage to 6. SHREDDED BARK MULCH PER DETAIL Planting a such as depressions caused by vehicles bicycles or foot traffic shall be filled and 7. PLANTING PIT SHALL BE TWO TIMES THE DIAMETER OF ROOTBALL CONTROL WIRES leveled. Exterminate gophers and moles and repair damage. All paved are..will be maintained in a 8. FERTILIZER TABLETS PER SPECIFICATIONS eat and clean condition at all time.. Subsurface drain..null is periodically flushed with clear SHRUB INSTALLATION ON SLOPE TREE STAKING " Control wiring between the controller and the solenoid activated remote control valves shall water to avoid build—up of silt and debris. Keep all drain inlets clear of leaves,trash and other of made with direct burial copper wire, ..AWG,...d Type U.F., and volt per electrical codes(or as debris. Debris and trash shall be removetl from the site as needed or a minimum of once a week. otherwise noted on plan). Wiring shall a sleeved under all hardscape. The cable shall except continuous Bare spots in groundcover areas shall be reseeded, r sodded or replanted by the contractor from controller to ,,mat,control valve and n .pea,s o neaeon..nau b,made except at valves ea e NOT TO SCALE NOT TO SCALE cupy am insc irrigation pressure possi within 10 days.The contractor shall be responsible for all seeded areas for as long as ecessary and at controller. Wires shall o the same trench a lion lines when tile, n W <r bundled and secured at 10 footcintervals with plastic electrical tape. Wires shall be pigtailed in until acceptable germ nation and establishment is realized and approved by the owner or Citys valve box. One extra wire(orange in color) shall be r n from controller to each farthest satellite ,presentative. Acceptable germination and establishment"shall be realized when eighty percent point of mainline. Wire(connections shall be made by waterproof scotch locks or equal. (80%)of the total seeded ar.,e has germinated and sixty percent(60%) of thetotal seeded area been established for normal u Irrigation heads installed in hydroseed areasshall be extended with Sch. 80 PVC risers(length as necessary)to ensure complete coverage s the hydroseed mixture O REMOTE CONTROL VALVE matures in height during the maintenance period. All irrigation materials and am shall be guaranteed as free from .I1 defects for a WIND \, 6 Consideration should be given to installing the valves in planted area and screened by period of no less than one(1)yy ar from the date of completion. All trees and shrubs shall be v r shrubs. Irrigation systems shall be designed so that turf areas ore valved separately from shrub guaranteed for a period of six(6) months. Contractor shall not be responsible for any damage O Q and groundcover areas re s.Areas of different elevation and sun,exposure shall also be valved separately. incurred as a result of vandalism,owners neglect,and/or acts of nature. Manual override shall provide for manual operation prior to electrical connection.This device shall ILI be installed by the valve manufacturer. Valves shall be automatically closed in event of electrical Maintenance period shall be no less than thirty(60)days unless otherwise specified on plans. r power failure or due to breakage of pilot wires Valve shall close against flow without chatter and Final inspection shall be performed by owners representatives, inspectors,and contractor before with min m closing surge pressure (minimum 5 second closing time per valve). Valve body shall be project is released. completely serviceable in the field without removing valve body from line. 6 MAIN TRUNK VALVE BOXES u 1 v Q Q TREE TIES (4 REQ'D) 12"APART Gate valves and automatic remote control valves shall be housed in Brooks s,r,s plastic box. N MIN. NAILED TO STAKES W Q V Valve boxes shall be identified with yellow plastic cattle tags permanently marked with the valve number or gate valve. Valve boxes shall be at flush with finished grade, with valves set at ORIGINAL GRADE APPROVED 10'x2"DIA. LODGEPOLES Q Z W sufficient depth to provide clearance between the cover and the valve. Valve boxes shall be filled (2 REQ'D) LU with a minimum of 3"of pea gravel. CONTAINER ROOT BALL Z 9 " QUICK COUPLING VALVES — BACKFILL MIX, SEE PLANTING NOTES HEREON .n " Quick coupling valves shall be provided in each a ea s noted. _ v Quick couplers shall be placed inside valve boxes whena possible and shall be readily 4"BERM TIGHTLY COMPACTED IN PLACE < " ssibia If adequate n the valve box does not exist, the k coupler shall be laced TO FORM WATERING BASIN space quicp _ near the valve box flush with existing grade. i - = PLANT TABS PER MANOR RECOMMENDATIONS — 1 PLANT PIT TO BE 2 TIMES THE WIDTH OF O = THE ROOT BALL AND 12" BELOW BOTTOM OF IC THE ROOT BALL N NATIVE SOIL BACKFILL(COMPACTED) NOTE: DRAWN BY INSTALL STAKES 12" FROM TREE TRUNK A.C. CHECKED BY AL AGUIRRE TREE INSTALLATION ON SLOPE to-TE SCALE NOT TO SCALE Nl JOB NO. stIEET �) L-3 P:\CURRENT\ABC INVESTMENTS 10-SITE UNIT A REVISIONS BY LIVING AREA 1600 SQ. FT. BUILDING ZONE HIGH DENSITY BUILDING CODE Ir N PORCH 240 SQ. FT. LOT 14 CONSTRUCTION TYPE BUILDING V-NR I{ �•t; 1997 UNIFORM BUILDING CODE \ �p BLOCK UNIT B GARAGE V-NR 2000 UNIFORM MECHANICAL CODE r f` LIVING AREA 750 SQ. FT. TRACT OCCUPANCY 2000 UNIFORM PLUMBING CODE t �.' BUILDING R-3 2001 CALIFORNIA BUILDING CODE GARAGES 934 SQ. FT. MAP BOOK GARAGE U-1 2001 CALIFORNIA MECHANICAL CODE PAVEMENT AREA 2696 SQ. FT. ft - 2001 CALIFORNIA PLUMBING CODE CITY LAKE ELSINORE NUMBER OF STORIES 2002 NATIONAL ELECTRICAL CODE mil"FF �tsf COUNTY RIVERSIDE 2004 CALIFORNIA ELECTRICAL CODE wsJ, �, NET. SQ. FOOTAGE 9000 SQ. FT. BUILDING 2 2005 T-24 ENERGY REG., may rE. �r-� ` STATE CA. GARAGE 1 GROSS SQ. FOOTAGE 9000 SQ. FT. A.P.N. 374-061-004 �V 32 % LOT COVERAGE z VICINITY MAP BUILDING BUMMARY LEISAL DE50RIPTION BUILDING ANAL,I o z� \/AGANT LOT HD SHEET INDEX Y UGHT IRON FENCE 6'HEIGHT DEGORATIVE RETURN WALL W00D FENCE 6'HEIGTH PLACED IN51DE PROP.LINE TYP. 150.00 • NEW DRIVEWAY - 29%COVERED BY PAVEMENT PARKING I F057• _ .U tL 3O._O,. ,/ - PROPOSED RESI DNCE TYPE rRAFSTMAN If PARKING 2tL �[r � 0 Q o .� g I TITLE SHEET � SITE PLAN z �. C) HD 2 FLOOR PLAN UNIT A < UNIT A «, > 5 FLOOR PLAN UNIT E Z PRo�EG WILL BE p / / / i/i �ZVAGANT LOT I {� — GONNEGTED T IT1 I wd W W� W 100 Sqf =A Sa I FOUNDATION UNIT A,E ry y Q N W PENSPAOE - 525 FRAMING UNIT A � W /100 Sc�f IL llJ D_Q Q Q Q Ua , OPEN 5PACE o in �f Q Q Q Uuo SE35 ROOF a SECTION UNIT A,� {— T a r oz ELEVATIONS UNIT A,E3 a ELEVATIONS UNIT A,E3 0 HIDRANT PAD - •' - J w B ® _ y a ELECTRICAL UNIT A E3 to I.`..Y OF W OUGHT IRON FENCE 6'HEIGHT I50.00 WOOD FENCE b'HEIGTH {� }� 7� U Q I III D 1 _ DECORATIVE RETURN WALL PLACED INSIDE PROP.LINE TYP. 2 FAO-I FOUNDATION ON DETAILS � W iJ IJ l LJ VACANT LOT SD-1 FRAM I NO DETAILS 1- f O� NOTES: SD-2 FRAMING DETAILS Ili " - IT HD LIj CONSTRUCTION COVERAGE 32% = L= LANDSCAPE P.L. t ;r L ` Q Q — F AREA COVERED w C., T RU55 FABRICATON NOTES Ti BY PAVEMENT 26% 1L vlllt) O Ell> ul A. SHOP DRAWINGS AND STRUCTURAL CALCULATIONS SHALLBE PREPARED BY PIE EABRICATORSUBMITTED City Of Lake EWoore COVERED BY LANDSCAPE 42% Q : Z (� � TO k APPROVAL TO THE ARCHITECTOR ENGINEER Of RECORD PRIOR TO BEING SUBMITTED FOR REVIEW pp1�����.,."...il{...,.,.. ♦.....,,. Z TOME BUILDING OFFICIAL. ••••••d"O1�IOD U�reVgd LL B. THE STRUCTURAL DESIGN OF THE TRUSSES SHALL INCLUDE ALL DEAD AND LIVE LOADS REQUIRED BY THE -�',YfY111 - ' ... r -- CALIFORNIA BUILDING CODE,INCLUDING FIRE SPRINKLER LOADS,HVAC EQUIPMENT LOADS AND ALL PROJECT WILL BE cHORDAXIAL OAD overosEISMICFORCE. `O` r CONNECTED TO SEWER o ___--- - — ry C NO ROOFSH ATHIN ORF MIN IN V CTION A B PERFO M D NT TH APP DTk x5 � ry �_ SIT -lo'-o �� NO CURB,GUTTER,STREET LIGTHS. , .' X fn ry w E PL ?� N ,l SCALE: I'- Norr&A,_aa c.wFly wd_ul/ire P+ . i W4TER t.SEWER I.CONTRACTOR SHALL,PRIOR TO COMMENCEMENT OF NOW,FIELD VERIFY ALL REQUIRED GIN AND COUNTY LICENSE5 SHALL BE ACQUIRED AND q. INTERIOR WALL AND LEILIN6 FINISHES SHALL NOT EXCEED FLAME SPREAD THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF SYSTEM EVMWD ,` 1 ALL EXISTING PROJECT CONDITIONS,INCLUDING DIMENSIONS AND UTILITY PAID FOR BY THE INDIVIDUAL TRADES. CLASSIFICATIONS DICTATED BY ALL APPLICABLE BUILDING LODES. HEADS,PLUMBING LINES,AND VALVES SO A5 NOT TO BE IN CONFLICT 5I5I5 CHANEY STREET LOCATIONS AND UTILITY SIZES. (g5u5-14-3145 AL AGUIRRE & ASSOCIATES INC. FIELD INFORMATION OF DISCREPANCIES SHALL BE RECORDED ON A ALL CONTRACTORS SHALL HAVE VALID LERTIFICATE5 OF WORKMANS 10,GYPSUM BOARD AND SUSPENDED CEILIN6 SYSTEMS SHALL CONFORM TO WITH OTHER SYSTEMS OR TH5 INTERIOR DECOR,AND STILL BE LOCATED REPRODUCIBLE DOCUMENT AND IMMEDIATELY TRANSMITTED TO ARCHITECT COMPENSATION ON FILE WITH THE AFFROPIATE A6ENCIES. ALL LOCAL GOVERN N6 BUILDING CODES AND ORDINANCES, AS GOVERNED BY FIRE SPRINKLER CODE5 AND SYSTEM ENGINEERING, ELSINORE WATER DISTRICT I(I LAKESHORE DRIVE 2222 KANSAS AVE. SUITE D FOR PROJECT RECORD,COORDINATION,AND NECESSARY RESOLUTION II.ALL 6LA55 AND 6:AZIX6 SHALL COMPLY WITH ALL APPLICABLE BUILDING DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW OF THE LAKE ELSINORE,LA.g2550 HALL PRIOR TO CONTINUING WITH WORK. 5,CONTRACTOR S ASSIST OWNER IN OETAIN'N6-'.NAL APPROVAL OF CODES AS WELL A5 THE'J 5.CONSUMER PRODUCT SAFETY COMMISION, CONTRACTOR'S COORDINATION OF SYSTEM WITH THE CESI&N INTENT OF M519 04-2100 RIVERSIDE, CA 92507 CONTRACTOR SHALL VERIFY,AND BE ESPON5I13LE FOR,ALL WORK AND LOCAL HEALTH DEPARTMENT AND'HE'EM•ORAR�AND FINAL SAFETY 5TANDARDS FOR ARCHITECTURAL 6LAZIN6 MATERIALS(41 FIR, THE FROLELT PRIOR TO INSTALLATION. TEL. (951) 684-4222 MATERIALS-INCLUDIN6 THOSE FURNISHED BY SUBCONTRACTORS. CERTIFICATES OF OCCUPANCY. 1$516 TITLE NO.16,CH—ER'I,PART 1201). b.CONTRACTOR SHALL PROVIDE BALK'.Nb FOR SU•P0R'OF 15.FIRE SPRINKLERS SHALL BE AUTOMATIC TO PROVIDE 100%COVERAGE UTILITY COMPANIES FAX: (951 684-4333 I V WRITTEN DIMENSIONS TAKE MNE ANY PRECEDENCE OVER SCALED SIZES;DO NOT 12.PIFEE,R-14 CONDUITS OR DOLTS EXCEEDING ONE THIRD OF THE SLAB OR VERIZON ALL WALL,CEILING,AND PARTITION MOUNTED ITEM_S.LH A5 AND SHALL COMPLY WITH THE RECAMENDATIONS OF THE NATIONAL SLALE DRAWINGS TO DETERNME ANY LOCATIONS. THE ARCHITECTUNLESS R ICKNE55 SHAD.AIL BE PEALED O STRKTICA.L CONCRETE (BOO)403-4000 .._.E LIGHT FIXTURES,SHELVING,EQUIPMENT.INCAVD TEA VISIONS UN_ES E•ELI°IDOL_" DE-AILED. REFER TO MECHANICAL,ELECTRICAL, FIRE PROTECTION ASSOCIATION MFPN STANDARDS PAMPHLET NO.13 I SHALL BE NOTIFIED OF ANY DISCREPANCIES,PRIOR TO CONTINUING COORDINATE LOCATIONS AND REQUIREMENTS N TH THE WITH WORK PLUH161N6,MECHANICAL,ELECTRICA_CR4NIN6S. P_.MBING AND STRUCTURAL 7RAWIN65 FOR LOCATION OF SLEEVES AND (LATEST EDITION)AND THE OWNERS INSURANCE VNDERWRITER(5). THE bA5 COMPANY 4415 PLAN AND ANY ACCOMPANYING DOCUMENT ARE THE YIORK PRODUCT AND THE PROPERTY OF A6UIRRE DRAWN OTHER AGGESOR ES. 16.EXTERIOR OPENINGS SHALL COMPLY WITH ALL SECURITY REQUIREMENTS (500)42T4200 <ASSOC. ;HER IN AFTER CALLED THE COMPANY")AND MAY NOT BE USED,COPIED,OR REPROWCED KOMI O. ALL DIMENSIONS ON PLANS ARE TO CENTER LINE OF WALLS/COLUMNS, T. IT SHALL BE THE RESPONSABIDITY OF'LE CONTRACTOR TO LOCATE ALL IS CONTRACTOR SHALL IZ'PER TO AND CONFORM WITH ALL FINDIN65 AND AS OUTLINED IN ALL LOCAL BUILDIN6 CODES AND ORDINANCES. SCE N174OU7 THE NRITTEN PERMISSION OF THE COMPANY.THESE PLANS AND ANY ACCOMPANYING AND FACE OF STUD(P.OB)OR FACE OF MASONRY(F.O.M),UNLESS EXISTIN6 UTILITIES,NETHER SHOWN HEREIN OR NOT,ANC TO FROTELT RECOMENDA7I0N5 SE'FQRTH IN THE SOILS REPORT. THE ARCHITECT (500)655-4555 DOCUMENTS OR MCPCBALB SL.ALL BE PAID FOR AS h WORK PRODUCT FOR A PRICE AGREED UPON. EH ED NOTED OTHERWISE. THEM FROM DAMAGE.THE LONTRAC'OR 5HAL_BEAR ALL EX•ENSE FOR ACCEPTS NO RE5-ON5ASILITY FOR TH EACCURACY OF THE FINDINGS IN IT.ACCURATE AS-BUILT DRANIN65 SHALL BE GENERATED BY CONTRACTOR DELIVERY O�THIS PLAN AND ANY ALGOMPANYIN6 DOCUMENTS TO THE OWNER OR HIS CONTRACTOR IS K)WDA� THE REPAIR OR REPLACEMENT OF,TILITIES AVD ALL O'-ER gyp•ERTy DURING CONSTRUCTION AND SUBMITTED TO OWNERR UPON COMPLETION 2. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL THE SO LS REPORT,NOR FOR THE FINAL RECOMMENDATIONS. OC`NCI-ONEO J-ON THE ABOVE'JNVERSTAN✓DINS AND ANY VIOLATION OF THIS CONDITION MAY BE APPLICABLE BUILDING LODES,THE AMERICANS WITH DISABILITIES ACT, DAMAGED BY OPERATIONS IN CON.U,N'CTION N- EAECUTON OF WORK. OF FINAL PUNCH LIST,BUT PRIOR TO REQUEST FOR FINAL PAYMENT. TELEVISION GABLE EN_OINED OV/OR RECRE55ED IN DAMA6ES IN ANY COURT HAVING,LRISDIGTION OF THE SUBJECT MATTER. DATE AS FELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES. B.CONTRACTOR SHALL PROVIDE FECE5-AN PROTECTION IN ACCORDANCE NOTIFY THE SOILS ENGINEER FOR IN5TRULTION5 PRIOR TO CONTNUIN5 E.ROOF OBSTRUCTIONS SUCH A5 TELEVISIONS ANTENNA,SOLAR PANELS, LOMLAST CABLE DIMENSICNS,MEAS:REMENT5,AND LOCATION OF PRESENT OR PURPOSE FLUMBIN6,ELECTRICAL,AND II-90-06 B.ALL ELECTRICAL,MECHANICAL,AND PLUMBING WORK SHALL CONFORM WITH ALL APPLICABLE BUILDING LODES. WORK SHOJLD ANY WUSUA_CONDITIONS BECOME APPARENT WRING AND GUY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH A 556 BIRCH 5TREET OTHER FACILITIES ARE ALL REPRESENTED ON THE BASIS OF THE BEST INFORMATION AVAILABLE AND bRAO NG CR FOU\CA-ON CON5TRUCTION. WAY AS TO PREVENT FIRE DEPARTMENT ACCES OR E&RE55 IN THE LAKE ELSINORE,CA.g2530 $GCE TO THE REQUIREMENTS OF ALL LEGALLY CONTIMED AUTHORITIES CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCILU ING,BUT NOT (BBB)255-518g ARE 5JBJECT TO VERIFICATION. PROPOSED OUTLETS AND FACILITIES MAY BE SUBJECT TO CHANGES IN I'•10'-0' 14.AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN AND INSTALLATION IS THE EVENT OF A FIRE. PLANS.OF WORK TO BE DONE,BEYOND COMPANY CONTROL THE COMPANY MAKES NO BLEREPRESENTATIONAND HAVING JURISDICTION_ LIMITED TO,SNORING,BRACING,AND ALL OTHER SLPPORTS(INCLUDING COM°_E'E"DE5164-BUI W'RESPONSABILITY OF CONTRACTOR. PRIOR AS TO THE ADEQUACY OF SUCH OTER FACILITIES OR TNEIR LOMPLIANLE WITH APPLICABLE LOGES AND JOB N0. 4. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER TO IVSTA_LATICN.EJBMT TO THE ARCHITECT FOR REVIEW,COMPLETE ORDINANCES. AND SECURED BY THE 6ENERAL CONTRACTOR. ALL OTHER REQUIRED INTEGRITY OF THE BUILDING. F RE SPRINK_ER SYS_V CRANINSS WITH APPROVALS BY ALL AGENCIES SHEET PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR EWNEVRIN6 OF SYSTEMS)NECESSARY TO MAINTAIN OVERALL STRUCTURAL SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND "4 BY METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK. L shall mitigate any flooding and/or erosion downstream caused by development REVISIONS BY CITY OF LAKE ELSINORE to DIVISION of the site and/or diversion of drainage. 22.The applicant shall be required remove and replace any fencing that is in CONDITIONS OF APPROVAL poor condition.It will be the responsibility of the applicant to contact the GENERAL FLOODING effected neighboring property owners. If the existing fencing is in good PROJECT NAME: MINOR DESIGN REVIEW OF A SINGLE- condition,this requirement may be waived per the approval of the Community 42.AII Public Works requirements shall be complied with as a condition of 64.Prat of this lot is within the 100 year flood plane,the minimum finished grade FAMILY RESIDENCE LOCATED AT 412 Development Director or Designee. development as specified in the Lake Elsinore Municipal Code(LEMC)prior to elevation of the house floor shall be 1267'above sea level. LANGSTAFF STREET(APN;374-061-005) building permit. 23.The applicant shall provide a flat concrete pad a minimum of 3'-0"by T-0" FEES GENERAL CONDITIONS adjacent to the dwelling unit. The storage pad for trash barrels shall be 43.The applicant shall submit a "Will Serve" letter to the City Engineering concealed from public view. Division from the applicable water agency stating that water and sewer 65.The applicant is to pay all Capital Improvement and Plan Check fees(LEMC 1.The applicant shall defend(with counsel acceptable to the City),indemnify,and arrangements have been made far this project and soecifv the technical data for 16.34).The current traffic mitigation fee is$1,369.00;the current drainage fee hold harmless the City,its Official,Officers,Employees,and Agents from any 24.The applicant shall submit a check in the amount of$64.00 made payable to the the water service at the location.such as water pressure and volume etc is$359.00 (Nichols Street SE. Dist.) and the current TUMF amount is claim,action,or proceeding against the City,its Official,Officers,Employees, County of Riverside for a Notice of Exemption.The check shall be submitted to Submit this letter prior to applying for a building permit. $9,693.00.The amount of fees shall be adjusted according to the fee schedule or Agents to attach,set aside,void,or annul an approval of the City,its the Planning Division for processing within 48 hours of the projects approval. current at the time of navment. advisory agencies, appeal boards, or legislative body concerning the 44.Arrangements for relocation of utility company facilities(power poles,vaults, commercial project,which action is bought within the time period provided for 25.The applicant shall place a weatherproof 3'x 3'sign at the entrance to the etc.)out of the roadway or alley shall be the responsibility of the property 66.The applicant is to provide in-lieu payments for future off-site public in California Government Code Sections 65009 and/or 66499.37,and Public project site identifying the approved days and hours of construction activity and owner or his agent. improvements prior to building permit.(Res.86-35)In-lieu payment shall be Resources Code Section 21167.The City will promptly notify the Applicant of a statement that complaints regarding the operation can be lodged with the City calculated by developers'engineer or architect and submitted for city engineers any such claim,action,or proceeding against the City and will cooperate fully of Lake Elsinore Code Enforcement Division(951)674-3124. 45.The applicant shall provide fire protection access and facilities as required in approval.The estimate shall be based on current cost of street impro ng b f vements with the defense. If the City fails to promptly notify the Applicant of any such writing Riverside County Fire. from property line to centerline of the street within the property limits,plus a claim,or proceeding,the Applicant shall not,thereafter, be responsible to 26.The proposed second unit shall comply with all requirements and provisions of 15%added cost for engineering and construction administration. defend,indemnify,or hold harmless the City. Chapter 17.17(Second Units)ofthe Lake Elsinore Municipal Code. 46.In accordance with the City's Franchise Ag reement grcement for waste disposal& recycling,the applicant shall be required to convect with CR&R Inc. for STORMWATER/CLEANWATER PROTECTION PROGRAM 2.The decision of the Planning Commission shall be final ten(10)days from the PRIOR TO THE ISSUANCE OF BUILDING PERMITS removal and disposal ofall waste material,debris,vegetation and other rubbish date of the decision,unless an appeal has been filed with the City Clerk's Office generated during cleaning,demolition,clear and grubbing or all other phases of 67.The City of Lake Elsinore has adopted ordinances for storm water management pursuant to the provisions of Chapter 17.80 of the Lake Elsinore Municipal 27.AI1 walls and/or fencing need to be located off the property line and so construction, and discharge control. In accordance with state and federal law,these local Code. indicated on the construction plans.If the Applicant proposes to place any walls storm water ordinances Prohibit the discharge of waste into storm drain system and/or fencing on the property line he/she must submit a notarized agreement 47.All grading and street improvement plans submitted to engineering shall be or local surface waters. This includes non-storm water discharges containing 3.If the project proposes an outdoor storage tank,the applicant shall locate the between the subject property owner and the adjacent property owner to the drawn on 24"x 36"Mylar and be set into City's specific border and title block oil,grease,detergents,trash,in other waste remains.Brochures of"Storm water unit within the side or rear yards.If location must be within the front yard,the Planning Department prior to issuance of a building permit. and include city specific general notes for grading or street improvements Pollution, What You Should Know" describing preventing measures are applicant shall provide a method of screening subject to the review and respectively. Digital files for the border and the notes are available by request available at City Hail. approval of the Director of Community Development or his designee. 28.The applicant shall provide assurance that all required fees to the Lake Elsinore to"agutierrez@lake-elsinom.org". Unified School District have been paid prior to issuance of building permits. PLEASE NOTE:The discharge of pollutants into street,gutters,storm drain 4.Minor Design Review approval of a single-family dwelling unit with a second STREET IMPROVEMENTS system,or waterways-without Regional Water Quality Control Board permit or unit located directly above the attached garages located at 412 Langstaff Street 29.The applicant shall pay park-in-lieu fees in effect at the time prior to issuance of waver-is strictly prohibited by local ordinances and state and federal law. o (APN:374-061-005)will lapse and become void one(1)year of the approval building permits. 48.The applicant shall construct all public works improvements from property line ^\. date unless a building permit is issued and construction commenced and the to one foot beyond centerline of Langstaff Street(the minimum pavement ELSINORE VALLEY MUNICIPAL WATER DISTRICT \ project is diligently being pursued toward completion. 30.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee section shall be 3"Asphalt Concrete over 5"Aggregate Base)and pavement (MSHCP)Local Development Mitigation Fee(fee for density less than 8 du/ac) transitions(2.5"AC over compacted native base)per approved street plans 68.Water and sewer is available to the project.The applicant shall request a'will 5.All Conditions of Approval shall be reproduced upon page one of building prior to obtaining building permits. (LEMC Title 12).All plans shall be approved and signed by the City Engineer serve'letter for the service of water and sewer. \ t�plans submitted to the Building and Safety Division for Plan Check. prior to issuance of building permit(LEMC 16.34). 3 LPrior to the issuance of any building permit for the Project,the Developer shall COMMUNITY SERVICES DEPARTMENT 6.Prior to issuance ofany grading or building permits,the applicant shall sign and enter into an agreement with the City and the Redevelopment Agency of the 49.A California Registered Civil Engineer shall prepare street and alley complete an"Acknowledgement of Conditions,"and shall return the executed City of Lake Elsinore to provide(a)15%of the units constructed in the Project improvement plans and specifications.All improvements shall be designed and 69.The applicant/developer is to pay park fees$1,600 per unit(1 unit @$1,600 original to the Community Development Department for inclusion in the case as affordable housing units in accordance with the requirements of Section constructed to Riverside County Road Department Standards,latest edition,and each=$1,600). records. 33413(bx2)of the California Community Redevelopment Law(Health& City Codes(LEMC 12.04 and 16.34).All street improvement plans shall show Safety Code Sections 33000 at seq.),or(b)an alternative equivalent action as existing and future profiles at centerline of street,at top of curb and at 70.The applicanVdeveloper is to comply with all NPDES storm water 7.All materials and colors depicted on the plans and materials board shall be used determined by the City which may include(without limitation)dedication of centerline of the alley.The profiles and contours shall extend to 50'beyond the requirements. unless modified by the Applicant and approved by the Community vacant land,construction of affordable units on another site,or payment of an property limits on Langstaff Street centerline. Development Director or designee. in-lieu fee at the rate of$2.00 per square-foot of assessable space for each 71.The applican ldleveloper is to participate in the City-wide LLMD. dwelling unit in the Project.For purposes of this condition,"assessable space" 50.If the existing street improvements are to be modified,the existing street plans 8. All site improvements shall be constructed as indicated on the approved site means all of the square-footage within the perimeter of a structure, not on file shall be modified accordingly and approved by the City Engineer prior 72.The developer/applicant is to comply with all City ordinances regarding plan and elevations,with revisions as noted herein.The applicant shall meet all including any carport, walkway, garage, overhang, patio, enclosed patio, to issuance of building permit.An encroachment permit will be required to do construction debris removal and recycling as per Section 8.32 of the Lake required setbacks,and development standards pursuant to the High Density detached accessory structure,or similar area.The amount of the square-footage the work. Elsinore Municipal Code. (HD)zoning district of the Historic Elsinore Overlay District and Historic within the perimeter ofa residential structure shall be calculated by the building Elsinore Architectural Design Standards.Any revisions to the Minor Design department of the City in accordance with the standard practice of the City in 5l.Afl work done under an encroachment permit far off-site improvements of 73.The devel /a licant is to meet City, curb,Review attached hereto shall be processed in a similar manner as the original calculating structural perimeters. P P oPer PP y, gutter, and sidewalk ���GIIJJJ utility lines shall be delineated on the street improvement plans and approved requirements.Minor Design Review.All plans submitted for Building Division plan check and signed by the City Engineer prior to issuance of building permits. shall conform to the submitted plans as modified by the Conditions of 32.The applicant shall pay all applicable Library Capital Improvement Fund fee, 74.The City's Landscape Architect is to review all landscape and/or irrigation Approval. prior to the issuance ofa building permit. 52.The applicant shall pay all fees and meet requirements of an encroachment plans. permit issued by the Engineering Division for construction of off-site public 9.All windows shall use foam surrounds and/or other architectural-type features 33.Prior to the issuance of a building permit, the applicant shall revise the works improvements(LEMC12.08,Res.83-78).All fees and requirements for approved by the Community Development Director or designee. construction plans to reflect that the proposed second unit does not exceed 800- an encroachment permit shall be fulfilled before Certificate of Occupancy. square-feet. I O.AII necessary exterior/ancillary equipment shall be effectively screened from GRADING public view.All proposed screening methods shall be reviewed and approved 34.The applicant shall revise the revised landscape plan to indicate that all the Community Developer Director or designee. proposed trees will be a minimum of twenty-four inch(24")box in size,prior to 53.The developer shall obtain all necessary off-site easements for off-site grading the issuance ofa building permit. from the adjacent property owners prior to issuance of grading permit approval. z I I.AII roofing materials shall have o minimum Class building Fire rating,and so noted PRIOR TO THE ISSUANCE OFA CERTIFICATE OF OCCUPANCY 54.The applicant shall apply and obtain a din permit with appropriate securit N on the construction plans,prior to the issuance ofa building permit. pp PP y grading� y a f� 12.The Applicant is to meet all applicable City Codes and Ordinances. 35.The Applicant shall plant twenty-four inch(24")box street trees along all street prior to any grading activity. 1 frontages selected from the City Street Tree List,a maximum of thirty feet(30') 55.A grading plan stamped/signed by a California Registered Civil Engineer is 13.A cash bond of$1,000.00 shall be required for any construction trailers placed apart Planting is subject to the approval of the Community Development required if the sum of the cut and fill in grading exceeds 50 cubic yards and the on the site and used during construction. Bonds will be released after removal - existing drainage flow pattern is substantially modified as determined by the PI-1.1 cmn i mr Approved Director or designee City Engineer.The February 6.2007 gn prior to issuance ofa Certificate of Occupancy. y gi grading plan shall show volumes of cut and fill,adequate --�of trailer and restoration of the site to an acceptable state,subject to the contours and/or spot elevations of the existing ground as surveyed by a s a\ In approvals the Community Development Director or designee. 36.The applicant shall provide an irrigation system for landscaped areas onsite as licensed surveyor or civil engineer.All contours shall extend to minimum of 15 v shown on the landscape plans.The irrigation system shall be fully installed and feet beyond property lines to indicate existing drainage pattern.The applican operational Prior to the issuance ofa Certificatet O 14.The Applicant shall comply with the City's Noise Ordinance.Construction shall of Occupancy. shall apply and obtain a grading permit with appropriate security prior to activity shall be limited to the hours of 7:00 AM to 5:00 PM,Mondaythrough grading permit issuance. V, 8h 37.The Applicant shall provide a min censor.The min censor shall be installed Friday,and no construction activity shall occur on Saturdays,Sundays or legal � 1- holidays. prior to the issuance ofa Certificate of Occupancy. 56.This property is within the Lake Elsinore specific boundary and therefore no y import ofsoil is allowed at elevations below 1264.00. 'CL � Q ' 38.A1f exposed slopes in excess of three feet(Y)in height shall have permanent lot I S.Ord Applicant shall comply with all requirements of the e mit Grading irrigation system and erosion control vegetation installed,as approved by the 57.The applicant shall provide soils;geology Ordinance.with Construction generated dust and erosion shall be mitigated in City's Landscape Architect.n Planting and vegetation Irrigation Plan shall be submitted, pp P 8 gy and seismic report,as par of this ILl y accordance with the provisions of Municipal Code,Chapter 15.72 and using report address the requirement of the Alquist-Priolo Earthquake Fault Zoning accepted control techniques.Interim erosion control measures shall be provided approved and planted prior to the issuance ofa Certificate of Occupancy.Fees Act.The applicant shall provide final soils report showing compliance with thirty(30)days after the site's rough grading,as approved by the City Engineer. are required for review ofplans and inspections. recommendations. ND 16.Any exterior air conditioning or other mechanical equipment shall be ground 39.The building address shall be a minimum of four inches 4" hi and shall be W N U( ) 8h 58.The applicant shall provide erosion consul measures as part of their grading Q easily visible from the public right-of-way.Care shall be taken to select colors plan.The applicant shall contribute to protection of Statm water quality and Z p,J mounted and screened so that they are not visible from neighboring property or and materials that contrast with building walls or trim.Installation of building _ Q public streets.Air conditioning units and related equipment may not encroach meet the goals of the BMP in Supplement"A"in the Riverside County NPDES address shall be done prior to the issuance ofa certificate of occupancy. Drainage Area Management Plan. Z more than two-feet(2')into the required minimum side yard setback. (n 17.Garages shall be constructed of Occupancy and release ofu[ilities.cted to provide a minimum interior clears space of 40.Cer applicant shall meet all Conditions of Approval prior to the issuance ofa 59.Ai1 grading shall be done under the supervision of a geotechnical engineer and v 0 (V w twenty feet(20')x twenty feet(20')for two(2)cars and so noted on the plans. he shall certify all slopes steeper than 2 to I for stability and proper erosion -J N 41.The applicant shall submit a written covenant to the Community Developer control. , 18.The Applicant shall provide shrubs and plant materials as shown on the -Department and signed by the record owner,which is to be recorded against the landscape plan.Any changes to this plan shall be subject to the approval of the DRAINAGE Community Development Director or designee. The landscape Ian property.The written covenant shall require that at all times either the single- improvements and plantings shall be full installed P P family unit or the second unit be owner occupied and shall prohibit the rental of 60.A11 on-site drainage shall be conveyed to a public facility,accepted by adjacent y prior to issuance ofa both units at the same time.It shall further provide that the second unit shall not property owners by a notarized letter of drainage acceptance,or conveyed to a Certificate ofOccupancy. be sold,or titled thereto transferred,separate an apart from the entire parcel. drainage easement. 19.Planting within fifteen feet(IS')of ingress/egress points shall be no higher than The written restrictive covenant shall further require that the City be notified of g 36 inches. sale or transfer of the property upon the close of escrow or prior to the effective 6 LAII natural drainage traversing the site shall be conveyed through the site,or i date of transfer if no escrow is used. a 20. ndarays shall be constructed of concrete per Building and Safety Division shall be collected and conveyed by a method approved by the City Engineer. ta standards. 62.All roof drains shall not be allowed to outlet directly through coring in the street Dluwn curb.Roofs shall drain to a landscaped area.All driveways shall be sloped to 21.Alf walls or fences located in any front yard shall not exceed thirty-six inches drain into landscaping prior to entering street facilities S 9 (36")in height with the exception that wrought-iron fences may be five feet(Y) CHECKED in height.Chain link fences shall be prohibited. Planning Commission Appmved 63.The applicant is to submit Hydrology and Hydraulic Reports for review and AL AeuituM February 6.2007 approval by City Engineer prior to issuance of grading permits.The developer tam oyDATE Plannim Commission Approved A Planning Commission Approved 111-05 Febmmy 6,2007 February 6.207 SC41 77 JDB 0. SHEET 8 Y� �g �ce REVISIONS BY CITY OF Lanz:ELSINORF CITY OF eKE INOR CITY OF I.AI�ELSINORE COMMUNITY DEVELOPMENT DEP RTMEM COMMUNITYDEVEt OPM NTDEPARTMENT COMMtrnnTY DEVELOPMENT DEPARTMENT CONSTRUCTION PLAN COMMENTS FOR A SFR(a)412 IANGSTAFF ST CONUR oC170N PLAN COM—MEhM FORA SFB(a.]412 I.ANGSTAFF ST. CONSTRUCTION PLAN COMMENTS FOR A SFR(a2 412 AN TAFE ST PAGE I OF 3 PAGE20F3 PAGE3 OF The Community Devdopment Deponment has r aewed the mnstzo d—drawings as emed 6.The applicant shall provide assurance that all required fees to the Lake Elsinore construction plans to reflect that the proposed second unit does not exceed 800 with it,.above referenced ptojeet and provides the following comments.THESE ISSUES MUST Unified School District have been paid prior to issuance of building permits. square-feet.(Please raise accordingly). BE ADDRESSED PRIOR TO THE 155VAN—CE OF BUILDING PERMIT (Please provide assurances to the Planning Division that this condition has been met). 12.The applicant shall revise the revised landscape plan to indicate that all 1.All Conditions of Approval shall be reproduced upon page one of building proposed trees will be a minimum of twenty-four inch(24")box in size,prior to plans submitted to the Building and Safety Division for Plan Check.(Please 7.The applicant shall pay park-in-lieu fees in effect at the time prior to issuance of the issuance of a building permit.(Please address this condition as well as revise accordingly). building permits.(Please provide assurances to the Planning Division that this providing a landscape plan that was approved by the Planning Commission). condition has been met).2.Prior to issuance of any grading or building permits,the applicant shall sign and 13.The applicant shall submit a written covenant to the Community Developer complete an"Acknowledgement of Conditions,"and shall return the executed S.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee Department and signed by the record owner,which is to be recorded against the original to the Community Development Department for inclusion in the case (MSHCP)Local Development Mitigation Fee(fee for density less than 8 du/ac) property.The written covenant shall require that at all times either the single- records.(This was submitted and signed by a Mr.Steve Beylen However,Mr. prior to obtaining building permits.(Please provide assurances to the Planning family unit or the second unit be owner occupied and shall prohibit the rental of Beyler is not listed as the applicant or property or-owner within the project Division that this condition has been me9. both units at the same time.It shall further provide that the second unit"I not file.The applicant or property owner needs to sign or Mr.Beyler needs to 114 be sold,or tilled[hereto transferred,separate an apart from the entire parcel. provide written documentation that he empowered to sign or is the current 9.Prior to the issuance of any building permit for the Project,Developer shall The written restrictive covenant shall further require that the City be notified of property owner). enter into an agreement with the City and the Redevelopment Agency of the sale or transfer of the property upon the close of escrow or prior to the effective City of Lake Elsinore to provide(a)15%of the units constructed in the Project date of transfer if no escrow is used.(Please be advised that the above 3.All roofing material shall have a minimum Class"A"fire rating,and so noted as affordable housing units in accordance with the requirements of Section condition will be required at Occupancy). on the construction plans,prior to the issuance of a building permit.(Please 33413(b)(2)of the California Community Redevelopment Law(Health & revise accordingly). Safety Code Sections 33000 et seq.),or(b)an alternative equivalent action as 14.For the proposed project located at 412 Langstaff Avenue, the Planning determined by the City which may include(without limitation)dedication of Commission approved a"Bungalow"style architecture and not a"Craftsman" 4.A cash bond of$1,000.00 shall be required for any construction trailers placed vacant land,construction of affordable wits on another site,or payment of an in style architecture.(Please revise the proposed project to match what was on the site and used during construction. Bonds will be released after removal lieu fee at the rate of$2.00 per square foot of assessable space for each approved the Planning Commission). of trailers and restoration of the site to an acceptable state,subject to the dwelling unit in the Project.For purposes of this condition,"assessable space" approval of the Community Development Director or designee.(Please address means all of the square footage within the perimeter of a residential structure, 15.Please attach the Planning Commission approved pre-liminary grading and this item ijyou will be utilizing a construction trailer.Ijyou will toot be using not including any carport,walkway,garage,overhang,patio,enclosed patio, drainage plan. a construction trailer,please disregard this condition). detached accessory structure,or similar area.The amount of the square footage con f you have my questions or comments pleas4 do not hare in m tact me at(95q es 674-3t2a c within the perimeter of a residential structure shall be calculated by the building i If or email ar asdsoantahettsinnre om. 0 5. All walls and/or fencing need to be located off the property line and so department of the City in accordance with the standard practice of the City in indicated on the construction plans.If the Applicant proposes to place any walls calculating structural perimeters.(Please provide assurances to the Planning R.and/or fencing on the property line he/she must submit a notarized agreement Division) between the subject property owner and the adjacent property owner to the Planning Department prior to issuance of a building permit.(Please address IO.The applicant shall pay all applicable Library Capital Improvement Fund fee, accordingly). prior to the issuance of a building permit.(Please provide assurance to the P1 Planning Division that this has been met). I(.Prior to the issuance of a building permit,the applicant shall revise the yV VI � W � V 1W � Q - f r UJ tu Q z w A z Y N l� Qcrul n } i - DMWN R s CHECKED ' AL.AdUHNIM DATE 8 oD-01-OS y SrA E g 114•.1'-0' Es J0 NO. SHEEP r� �L �g w P IG/�PRENTI.4BG/M/E.STMENTIGD REVISIONS BY FLOOD FLAN NOTES I. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2.WALL INSULATION SHALL BE R-13 3.ROOF INSULATION SHALL BE R-30 4.UNDER FLOOR INSULATION 5HA-L Sr R-M 5.ALL RECEPTACLES IN KITCHEN AND GARAGE SHALL BE SM. OUT SIDE RECEPTACLES SHALL BE WEATHER PROOF. 6.LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LE55 THAN 40 LUMENS PER WATT T.ALL WINDOWS SHALL BE DUAL PANE 40'-0" e.ALL BEDROOMS AND HALL AREAS THAT AGGE55 BEDROOMS SHALL HAVE 1-1 ---- -- SMOKE DETEGTOR5,HARD WIRE WITH BATTERY BACK UP. 9.PROVIDE 30"X 22"ATTIC AGGE55 IO.FAN5 SHALL HAVE 5 AIR G:-AI.6E5 PER HOUR II.APPROVED SMOKE DETECTOR WITHIN 12"OF THE CEILING AT THIS LOCATION 4'-0" -4" 4'-I" 5'-10" 10'-6" 4'-T' 12.PROVIDE EARTHOJAKE STRAPS AT TOP AND BOTTOM OF WATER HEATER 13.ROOF ATTIC TEAT NG OR A.G.EOUIPMENT ON BEARING WALLS OR BEAMS. (TE ) FOR TRU55ED ROOFS,DOUBLE TRUSSES. 604 ALSL 03 AL5L 40 ALSL 6O68 AL -GLDR 14.PROVIDE APPROVED BAGKFLOW PREVENTION DEVICES AT ALL EXTERIOR �- -- -- HOSE BIBS. ��� 15.6LAZIN6 IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING 26 MA"ER'AL IN ACORDANGE WITH SECTION 2406.4(SEE EXCEPTIONS): l ■ a).FIXED OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED v EGGS CF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF FAM/L Y THE DOCR IN A GLO5ED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF .(� Bf�TY VAULTED THE G_ALN5 15 LE55 THAN 60 INGHE5 ABOVE THE WALKING SURFACE. v I WINDOW ADJACENT TO DOOR AT KITCHEN. 16."ATTIC VENTILATION OPENIN65 SHALL BE COVERED WITH GORROSION-RESISTANT METAL MESH WITH MESH OPENIN65 OF 1/4-INCH IN DIMENSION."SECTION 1505.5 IT."THE MANUFAGTURED WINDOWS SHALL HAVE A LABEL ATTACHED GRTIFIED BY O _ THE NATIONAL FENESTRATION RATING COUNCIL(NFRG)AND SHOWING GOMPLIANGE Nl WITH THE ENERGY GAL.'.ULAT ONE." y NOTE: /4-/.BEDROOM VAULTED o ALL NEW GLAZING WILL BE INSTALLED VAULTED n WITH A CERTIFYING LABEL ATTACHED t SHOWING THE U VALVE. _^ NOTE: vtu PAr+T 'APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOE5 NOT INCLUDE /G APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED. K/TGf�/E/1/ o SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED." W j J DOOR5 AND PANELS OF SHOINER AND BATHTUB ENGLO5URE5 6 I 4'f0 J SHOULD EE FJLLY TEMPERED,LAMINATED SAFETY 6LAS5 d vim OR APFROVED PLASTIC. 6 _ - RANEE a "' MAX. FLUSH VOLUMES o 6 O /PR I LAV {� AND FLOW RATES `t BEDROOM WATER CLOSETS: Le,GALLONS PER FLUSH BLOWOUT TYPE EXEMPT) NVAULTED B-2 1 �0 URINALS: 1.0 GALLONS PER FLUSH J it€ J 2]'X30' 5HON✓ER HE 2.5 GALLONS PER MINUTE Q Ap` , FAUCETS: 2.2 GALLONS PER MINUTE(SINKS AND LAVE) O m m A IN Q v m 6 6 6 D/N/NS NOTE: 1. NO SLIP JOINT CONNECTIONS ry 4"IP TOROOF VAULTED 2. USE COPPER FOR WATER-IPIN6 VENT DUCT. S. ABS PIPE FOR DRAINAGE,WASTE AND VENT PIPING � m w eAGKDRAFr DAMPERS � 4. PROVIDE GLEANOUT AT GRADE NEAR CONNECTION _ OF BUILDING SEWEQ AND BUILDING DRAIN_ m 5. PROVIDE 2 SO.IN.PER 1000 BTJ/H M tu N A MINIMUM FREE AREA OF R`JRN AIR DUCTS N J OR O-PEN NAL Q I'✓'u- - 6. GONT40F VALVE FOR SHOWER OR TUBS THERMOSTATIC SHALL BE OF-HE PRESSURE BALANCE OR THERMOSTATIC MIXING �I VALVE TYPE. _ BEDROOM DEN 6 � lz_ VAULTED VAULTED "_ 2° R t- VAULTED � dQN o VENT TO N� y, killOUTSIDE AIR b Q 6 2'�"X166A -- _ SE'SMIG STRAP z< lu 404 ALSL 4040 ALSL 604 AL a ~ T- 4'II" b'q�, b'q�� ( MP)B�_8„ '_10" l'_q" 4_4 e -Efza } .n O GA/-rD O /RASE PLATFORM W ENGiRL ZRA ^, V WATER HEATER tu Q T 6'VALVE SHALL TAT 113 TO O Tiff EXT.OF STEP AT 1 � W PROJIOE ONE STRAP AT Ifi TOP OF TANK Olff STEP AT 13 OF 4-1 (� _............._ BOTTOM TANK. _n H /T DIAMETER'KT PIPES SHALL 13E USED FOR THE 57RUT. V z. `, 40'_O" _ Y WATER HEATER STRAP DETAIL Q cl N W 6"1 GALLON WATER HEATER cl I HR. RATIN6 .6'1 MIN. N 1Y PER UBG TABLE 5.1 PROPOSED SQUARE FOOTAGE LIVING AREA = 1600 50�ft O PORCH = 240 sq ft N TABLE 5-I DRAM NOTE: GRAND TOTAL = 1,540 SO FT noeazTcOItOWO --_._---- NUMBER OF BATHROOMS TO L5 2 TO 2.5 3 TO 3.5 ON THE BUILDING PLANS ALL OF THE AL CHECKED MANDATORY ENERGY -- CONSERVATION DATE REOUIREMENT5 AS LISTED ON THE 11-50-06 NUMBER OF BEDROOMS I 2 3 2 E61 4 5 3 4 5 6 "MANDATORY MEASURES S� CHECKLIST". 1/4•.1'-0• FIRST HOUR RATING GALLONS 42 54 54 54 6 T SO 61 80 80 SO JOB NO. P L O O R PLAN UNIT "All SHEET 5GALE:1/4" = I'-0" �L�) 2 P IGlRRENTIABG/NI/E.STMENTIGO REVISIONS HY 5'-0" 6'-3" 2'-4" 101-4" 5'-10" 2'-8" ... Q O _ 4030 ALSL 20 AL o51NK� I o _ I 24TO IG. rA:T KITGHEN p i SNWR.IA.X 36"HIGH STEEL PIPE < 0 6'-O'GLG. BA I �,__ r VEM 68'-O"GLG. EDDED INTO GONG.ON A ORAN SO.X 46"DP.GONG.PADVY ND COOLING EGVIPMENT IN A .HOODABOV �AND WHICH GENERATES A GLOW, 4"m VENT T.M FLAME SHALL BE INSTALLED 2—GAR GARAGE —GAR GARAGE PANTRY D/V'7! IB"ABOVE THE FLOOR LEVEL..AMPER A HATER HEATER BLANKET. GARAGE "B" GARAGE "0" H'-0•GLG.I5 BELOW 0.58 AN R-I2 b'-0"GLG. V-O"GLG. EXTERNAL BLANKET 15 REQUIRED P t T 0 RELIEF VALVE TO TERMINATE DIfT51DE OF O � L 6ARA6E I - ■ I—G In GARAGE n In v\ GARAGE A" ry LIVING RM. 26 BEDRM. I "I 8'-O"GLG. . N tu I F __.. _� 5'-0"GLG. N B'-O"GLG. � 2 LAYERS 5/5"TYP X ----- -- ry (I LAYERS 5/H"TYP X (IHR)GYP BRD TOE (V 1I (IHR)GYP BRD TO ROOF jam. O ry (21HR)GYP BRD TO ROOF SHEATHING BETWEEN SHEATHING BETWEEN ' _- BEDRM. 2 SAR E<LIVING AREA I GARAGE/LIVING AREA N GASHI A GE 4 BETWEEN W GARAGE&LIVINb AREA - I g ry m _ 160T0 GATE DOOR 8010 GARAGE DOOR O IOOTO GA AGE DOOR S0 ALSL 5040 ALSL tu _ 5050 AL51- 4'_T'� 4'_B" ,�. y�61,T111.p2AII �w FIRST FLOOR FLAN UNIT IS" SECOND FLOOR FLAN UNIT IIB II FLOOR PLAN NOTES v I. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2.WALL INSULATION SHALL BE R-13 (N 3.ROOF INSULATION SHALL BE R-30 TABLE 5-1 4.UNDER FLOOR INSULATION SHALL BE R-19 NOTE: 5.ALL RECEPTACLES IN KITCHEN AND GARAGE SHALL W L BE CFI. OUT 5112E RECEPTACLES SHALL BE WEATHER PROOF. I. NO SLIP JOINT CONNECTIONS NUMBER OF BATHROOMS I TO I.5 2 TO 2.5 S TO 3.5 F-- 6.LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHEN 2. USE GOFFER FOR HATER PIPING '� AB5 FIFE FOR DRAINAGE,WASTE AND VENT PIPING AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LE55 THAN �O 40 LUMENS PER WATT 4- PROVIDE GLEANOI:T AT GRADE NEAR GONNEGTION pF BUILD N6 SEWER AND BUILDING DRAIN. NUMBER OF BEDROOMS 1 2 3 2 3 4 5 3 4 5 6 T.ALL WINDOWS SHALL BE DUAL PANE 5. PROV DE 2 SG.IN.=ER GOO BTU/H M L b.ALL BEDROOM5 AND HALL AREAS THAT ACCESS BEDROOMS SHALL HAVE MINIMUM FREE AREA OF RETURN AIR DUGT5 O SMOKE DETECTORS,HARD HIRE WITH BATTERY BACK UP oR O=FEN N65, FIR5T HOUR RATING GALLONS 42 54 54 54 67 6? 80 6-1 X 80 80 80 — 11.PROVIDE 30" 22"ATTIC AGGE55 b. GONTROL VALVE FOR 5HOHER OR TUB-SHOWER SHALL BE IOFANS SHALL HAVE 5 AIR GHANGE5 PER HOUR OF THE PRE55LRE BALANCE OR THERMOSTATIO MIXING U, 11.APPROVED SMOKE DETECTOR WITHIN 12"OF THE CEILING AT THI5 LOCATION VALVE TYPE. _^ 12.PROVIDE EARTHOUAKE STRAPS AT TOP AND BOTTOM OF HATER HEATER U' 13.ROOF ATTIC HEATING OR A.G.EQUIPMENT ON BEARING WALLS OR BEAMS. ~ r FOR TRUSSED ROOFS,DOUSLE TRUSSES. < — ,O 14.PROVIDE APPROVED BAGKFLOW PREVENTION DEVICES AT ALL EXTERIOR _ HOSE BIBS. z P } Q/ 15.GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING _ @ W , MATERIAL IN AGORDANGE WITH SECTION 2406.4(SEE EXCEPTIONS): VENT ro �� z 4'-0" z Q " a).FIXED OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED OVr51DE Al, LESS THAN 4'(TYP) tu Q EDGE OF THE GLAZING I5 WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF 2'2"XI66A Q 2Xb GAP 1 RAL THE DOOR IN A CLOSED POSITION AND HHERE THE BOTTOM EXP05ED EDGE OF sEIGMc STRAP z� II I' - iF- Q THE GLAZING 15 LE55 THAN 60 INCHES ABOVE THE WALKING SURFACE. < }^ cEluNb Q WINDOW ADJACENT TO DOOR AT KITCHEN. e O WOOD RAILINe Z w 16."ATTIG VENTILATION OPENINGS SHALL BE COVERED WITH GORRO51ON-RESISTANT S zx2--.ALS K i Q Q METAL MESH WITH MESH OPENINGS OF 1/4-INCH IN DIMEN51ON."SECTION 1505.5. BASER. d Y �•� �[ lJl THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED GRTIFIED BY PL.a—ORM i 6UA RAIL SHALL BE THE NATIONAL FENESTRATION RATING COUNCIL MFRG)AND SHOWING COMPLIANCE ENGI c_E 4X4 POSTANc�oRED ,�,P axa POST � Q � 11-I 11 WITH THE ENERGY CALCULATIONS." wRA ED - — NOTE: M ATER HEA ER RIM JOISTS LC S a' ) 4X4 POST Z ry T/P VALVE SHNI MZMIHAlr.AT TIE EXT.OF BUILDING. F ALL NEW GLAZING WILL BE INSTALLED PROVIDE O4E57RAPAT1/5 TOP Or TANK ONE STEP AT113OF v m WITH A CERTIFYING LABEL ATTAGHED DOTOM TANK. 2X6 GAP a RAIL In In 5/B'TIC PLY WD. SHOWING THE U VALVE. I/2'DIAMEiER EM PIPES SHALL BE IJSEp FOR THE 57Rff. x I - 2xH F J.®Ib"O.G. NOTE: MTER HEATER STRAP NAIL SOU ARE FOOT G� "APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOES NOT INCLUDE - .-.- - 2X2 V0,—A-S zalz TREADS(TaBrv) 6„ APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED. 6-1 SALLON YVATER HEATER " I . MiN 3rnINbEIxSEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED." I HR. RATING .6"I MIN• PLY.TADS MAX.H"RISE _<RISE25 UPPER LEVEL T50 50 FT 4X4 POST _DOORS AND PANELS OF SHOVER AND BATHTUB ENGLASS PER UBG TABLE 5.I I.Fss TNA436MN MIEL 2xb DECI�N6 FLOOR GARAGE "A" SHOVED O FULLY TEMPERED,LAMINATED SAFEN GLASS OR APPROVED PLASTID, 1. 23/H"M.B. MIN 9'RVN = 302 SQ FT DPRNN RIM JOIST5 DECK JOISTS GARAGE "B" = 429 50 FT RDO0 0. CHECKED MAX. FLUSH VOLUMES NOTE: In DIA MACHINE GARAGE "G" = 211 SO FT AL AGUIRE AND FLOW RATESATE ON THE BUILDING PLANS ALL OF THE ATEAGHPos�� GUARDRAIL DETAILS °3D MANDATORY ENERGY �� � WATER CLOSETS: 1.6 GALLONS PER FLUSH BLOWOUT TYPE EXEMPT) GoN5ERVAT:0N TOTAL 50. FT. = 1,6G8 50 FT SCALE URINALS: 1.0 GALLONS PER FLUSH RECJIREMENTS AS LISTED ON THE 1/4•-1-0' SHOWER HEADS 2.5 GALLONS PER MINUTE "MAMA-Of—MEASURES JOB NC• FAUCETS: 2.2 GALLONS PER MINUTE(SINKS AND LAV5) SHEEP �Zu 3 P IGUrPRENTIAEG/NYE.STMENTIGD REVISIONS IT' DECORATED GABLE D TREATMNT 5634 K NG5 CA -NYON BL ND GLASS "A' EAGLE ROOFING TILE ROOFIN6PLY—Y40. #5654 KINGS CANYON BLEND ICBO#-466 -I_E ROOF N 30#-FELT W 15/32"GDXHEATHIN IGBO#-4660 15/52"GDX PLYWD.5HEATHING L �L - m h TOP PLATES J 11 IT 11 11 'Q Q TRIM NH I E WROUGHT IRON FENCE 6'HEI6 _ - - I� COLOR BLACK - I _ -I- p ROUG T IRON FENCE 6'HEIGTH - _ --- GOLD BLACK _H FIN.FLOOR _ ._.H ' I _._.- . _ FIN.GRADE _ _ ,n�` DRIVEWAY COLOR PADRE BROWN II IIYH f JL� TRIM,GOLUMNS WOOD SIDING BRICK WORK I� COLOR WHITE COLOR PALE RAYS(LIGTH YELLOW) SHADES OF RED BROWN �J `RONT SCALE : /4"=1'-O" tu .n N V! � DECORATED GABLE D TREATMENT WOOD SIDING .� GLASS "A"EAGLE ROOFING COLOR PALE RAYS(LIGTH YELLOW) #5634 KING5 GANYON BLEND TILE ROOFING W/30� IGB0#-4660 GLASS "A"EAGLE ROOFING 15/32"cDx PLYW9.SHEATH[ #5634 KINGS CANYON BLEND O (� 12 TILE ROOF W/30#-FELT 5� 4660 !ll 15/52 12 W IS/32"GDX PLYWD.5HEATHINGT- 5 u v1 N t O TOP PLATES ------ J j f - - - LU Q tu - z w COLOR PADRE BROWN/ _. m Z � Q - -- N — Cl N LU FIN.FLR. - m ■I� N .. v ' WR IRON FENCE b'H I6TH roP PL COLATES COLOR BLACK WROUGHT IRON FENCE 6'HEIGTH -- - - -- TRIM WHIT COLOR BLACK IN.GRADE O DRIVEWAY TRIM,GOLUMNS ---- — ORhNN z COLOR PADRE BROWN COLOR WHITE ROBEM 0, f COTTAGE WNDOW a O NH OCHECKEDCHECKEDa COLOR WH COLOR ITE ''L AGURRE DATE SGALE : I/4"=1'-O" 1I-20-M SCALE JOB N0. SHEER �, ' 4 P IGURRENTI 4BG/NIiESTN/ENTIGD REVISIONS BY CLASS "A"EAGLE ROOFING #5634 KIN65 CANYON BLEND DECORATED GABLE D TREATMENT TILE ROOFING NV 50# IGBO#-4660 W I5/52"GDX PLYWD.5HEATHIN - - 111 11 DECORATED GABLE E7ATMENT TOP PLATES CLA55 "A"EAGLE ROOFIN i #5634 KIN65 CANYON BLE - GLASS "A"EAGLE ROOFING i TILE ROOF W/50#-FELT - TRIM WHITE #5634 KINGS CANYON BLEND ® IGBO#-4660 -- - --- TILE ROOFING YV 50# -- GOTTA&E WINDOW IGBO#-4660 W I5/32"GDX PLYWD.SHEAT IN - — - --- -- W ISl32"GDX PLYWD.5HEATHIN LA LIGHT EIGHT _ __ _-- __ -. _ RAILIN --- - - kiliviLil�1111111 III FIN.FLR. m T -. TOP PLATES OP PLATES o- TRIM AHITE J. F rl F FIN.FLR. .............. ........ FIN.FLOOR _--- -- FIN.GRADE FIN.GRADE TRIM,COLUMNS S GARAGE DOORS WOOD FENCE 6'HEI6TH BRICK WORKz 1' X COLOR WHITE BRICK WORK AROUND PROPERLY WOOD SIDING COTTAGE WINDOW SHADES OF RED BROWNf SHADES OF RED BROWN COLOR PALE RAYS(LIGTH YELLOW) 7RIM,COLUMN5 `D ' COLOR WHITE LEFT v SCALE I/4"=1'-O" GLASS "A"EA61-E ROOFING #5634 KIN65 CANYON BLEND TILE ROOFING Wi 50# - W 15/52"GDX PLYWD.51EA7HIN DECORATED GABLE - D TREATMENT z ry GLASS "A"EAGLE ROOFING #5634 KINGS CANYON BLEND 9 TILE ROOF W/50#-FELT L IGB0#-4660 ® GLA55 "A"EAGLE ROOFING W I5/52"GDX PLYWD.5HEATHIN #5634 KIN65 CANYON BLEND TRIM WHITE TILE ROOFING W/30# - Y7 I5/32"GDX PLYWD.BHEATHI LIGHT I6HT V/ W RAILIN 5 cl TOP PLATES O Q/ W - - �o o --. _..._._ - -- ..-......- -- __ -_ TRIM WHITE - 3 Q FIN.FLOOR = __ Q N w _ (V BRICK WORK z SHADES OF RED OWN COLO ONH17E -_ COLOR WHITE f WOOD SIDING BRICK WORK COTTAGE WINDOW WOOD FENCE 6'HEI6TH SHADES OF RED BROWN WOOD SIDING TRIM,GOLUMNS AROUND PROPERTY COLOR PALE RAYS(LI6TH YELLOI^u COLOR PALE RAY5(LI6TH YELLOW)7 COLOR WHITE Rl6ff T SCALE 1/4"=1'-O" BNnxr CBERO 0. AL AGUIRRE -E 11-20-05 SCALE JOB NO. SHEET b�� 5 P IGURRENTl.4�/N1iE.5TMENTIGD REVISIONS BY 6FI 6FI 69 6FI SELF CLOSING \ _ SOLID GORE 3/5"DOOR.IHR rom wtt pttbtevr[rn WP/6FI FIRE PROTECTED -- - -_ TIGHT FITTING 5/8'GYP-BD TYPE"X" I Fl Tuxs o eE"E �_� \\\ rl 5/8"GYP.BD.TYPE"X„ BOARD TO ROOF SHEATHING S/ "G'"\ n.TYPE"X" BOARD TO ROOF SHEAT-ING BETWEEINHOM) BOA �ROOI`SHEATHING (I HOUR) 4LIVIN6 AREA \ .V1 L39/AB.T a'MILx[J9� /-4-�/ \ . (I HOUR) 6FI BETWEEN GAR 6FI ALL WALLS d GEILING 6 LIV NO AREA 6FI / I 5E VIV,N6 AREA ALL AALLS 6 CEI-ING 6FI GFI • / __ / I ALL'IALLS 6�CEILING l er a+W L rD°BL I 6A LIbHTS TO BE GARAGE LIGHTS-O BE I I � / I\— ❑ LLED BY CONTROLLED EY , I MANU LY-ON SENSOR MAWIAL_"-OI.SENSOR GARAGE LIGHTS TO BE m -- � I wuainLLvb�6ExsoR a axrrL.u�roscc++rl+a.®x o // I _ \ / I \ / �_� 6FI ,i- ' - / r —— �,FANT.E ro o D Cam= / 1 ecaea�ec�rle a artt cease crab GFI 6FI 6FI 6FI ..-. LANDRr u6Hrs��rra HA i -Mg I 6FI I � I / II iarwr a+ry A,ia-. __.--.-. I ❑ ❑ ❑ O ( ❑ V --- ❑ �/ ❑ 7' \__�—_— �� BATTHH ROOM LI6HT5T HA N, I N \I — ocduPANr cENsoR 66a — 1MV,AG1IdI6YlXI1VOMJLLN£fTR'R \ ROOM LIGHT rO NAV[ AFL .tC lGtiRRMM/E!/6'Alllflll}GV R OMAM OENSOR MI E55tL 22"XBO' LOG11£1M'3IMYr/OURET/C'1„a' / E O OF IiE�LOhrPE60R LLWTKH E I RST FLOOR ELECTRI CAL PLAN UNIT "�" — D D Z a �__—ft;4LL F/XTURE-)� _-_ _ rsrc w4i �s,w�.L or�a.+cr o .ar,..+c�,•„r ro�ca,ame,- I g.D. V El tu GON✓EN/ENGE ��c��p�Er1fM�Ny� 11 ,I, a�rrw ,µsmi».ur,¢y rNr�wcte f ovnEr !� mPRO z S MA„4G AY +HIGH EFFIGANGY LUMINARIES MUST BE PIN BASED / tu wu eRAw�cmcun nwrwrLr m ua r, , m � SW/TGN�O _ I W wrwNa wrane"eur �e�TC m.��� � I\ GENERAL LI6HTIN6 FIXTURES IN BATHROOM AND KITCHEN SHALL HAVE �„w/ ,.px �p ayµ wtt nau/n rx�rsmr b var `� GONI/EN/INGE �, n LAMPS WITH A EFrCANGY OF AT LEAST 40 MEN PER WATT. hmY NOR PHONF� vl N ul 05 +ua+r roxcamax.®er e�waaas�w.LvRorterm c.w.� K �C/ DOORS AND PANELS OF 5H0'/AER AND BATHTUB ENGLOSURES r Q SHOULD BE FULLY TEMPERED,LAMINATED SAFETY GLASS °C GA6/NET ®� OR APPROVED LU PLASTIC 130"IY m g3 +SUITABLE FOR VET LOCATIONS �_ 3d INO SCALE VAPOR PROOF 20'MAX ' ow TYP/GAL /rVSTALLffT/ONHE/GHTS �� ELECTR I GAL PLAN UN 1 T A SMOKE DETECTORS ARE REQUIRED z -ON THE GEILING OR WALL AT A POINT CENTRALLY LOGATED IN THE CORRIDOR FAU IN ATTIC DETAIL N OR AREA GIVING AGGES5 TO ROOMS USED FOR SLLEPING PURPOSES. ATTIC ACCEE OPPENING SHALL BE SIZED FOR THE REMOVAL or THE LARGEST PIECE OF EMIPMENr. .n -IN ROOM IF ROOM HEIGHT 15 24"OR NIGHER THAN THAT OF CORRIDOR. U/ -ON THE CEILING,DIRECTLY ABOVE THE STAIRWAY WHERE SLLEPING ROOMS ARE W ON AN UPPER LEVEL. -IN THE BASEMENT AND ON EACH STORY. /per -IN EACH SLEEPING ROOM. S//%L/VLSLE6ENO �O -IN NEW CONSTRUCTION,SMOKE DETEGTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE EG7UIPPED WITH A BATTERY BACK-UP.SMOKE DETECTORS FOR EXISTING MAY BE BATTERY OPERATED. //,CUT/��2✓L/A//GT CA//� /y�EK O L /`/1/T/�7/�I(/:JNX //'ICY L/IJLL/,(9/✓✓CGDYVLI.ElEI'GI4LfT-AS225y 1V! Q 4+ sWL E_EOTRIGAL NOTES V/ W r- I ALL W .G .,LRF'Y'F' GA?Cf/L/'1(fL/6>5?F/'Y7J'.PE $ v OR<SHAL-COMPLY BY THE CURRENT N.E . o -- Lai✓�v�z�rainFr-s�F,Tvr �I -__ I ❑ - < AN SERVICE SHALL BE 200 AMP.PANEL -.._ _ O I- V 6RLGr�FQ�CT/N7fAJIDGtf3El'gi71ET 4; ALL ALL.UFER BAR �kF > /d4MS/MSGEIL/MSL/b57NX71@` AA?GP TL///!ET 3 INST / _ ea�aer•K, ,av'� GF \ �' -H '4CB41?Cf/L/NSL,45,'iTF/'Y7/.,�9blOGBLgf�l/�VGP -AL�WIRING SHALL BE ROMEX TYPE UJ _. TH Roots LI6Hr5 o HAVE REGEPTAGLE5 IN KITCHEN,BATH,AND GARAGE t Z ANT cENBOR AH / tt ,PEE'..LS.'DLASNTF/X7LRE SHALL BE G=I.OUTSIDE REGEPTAGLE5 SHALL BE Q �_� mAx �amFArrm WEATHER PROOF t)1 v swc,.ercn� I 1 Z-�o II RCLUI`DfZGGPl.;L6YTLb5/?F/,11L LY.P'E✓q/IIfTATfRGrYlA�,�AP 6 LAMPS LSE7 IN LUMINARIES FOR GENERAL LIGHTING tu Q I \ A^P�� crcur• „ {�} N<17GdEN AND BATHROOM SHALL HAVE EFFICIENCY (� W F N07 ' 1 -- a' °+ GL/M�4TEGONlROL S THAN 40 LUMENS PER WATT. Z Q \ / c T �LLLr�GYT FA7LsPE l� .4�G0/4� GT.�'CLQ/NfRaI?3'LLR EA S/Ld` �F LOCATION HALL HAVE LIGHT AND SWITCH � Z\ I T. ATTIC FAU� 15 CHANGED) \ 1_iY xc,r rrwn,n„cer�meren (< 5. ALL BE"J FOOMS AND HALL AREAS THAT AGGE55 BEDROOMS (� (V W AT,27A/L/W SHALL HAVE SMOKE DETEGTORS,HARD WIRE W/BATTERY J (V y \ AFROx=i,or THE- _ S.D. 7p✓LbPllfl�A«FL4P'4L � BACK UP AND INTERCONNECTED � N HIGH EFAOAOY - S.D. r ,rov=—s+ma 'I PROVIDE BO"x22"ATTIC ACCESS m N ewe"'w"`,ano rvo,w++c fl,F7lOGS1 L,f�57F/.Y1lRE 1 =r�.���arumem wme �/Ld1LFAY 10. FANS SHALL 5 AIR GRANGES PER HOUR 1 O ALL GEILING FANS SHALL BE INSTALLED TO METAL BOXES OR EQUAL xLe�evr„enrun T„wrxrPcr 1�A�1PfRREc�E�li`DL.L�fiTf7XT-//L A9WOlfD II 2 „ ®a wsLmu ua• 12. AIR IN AIR CONDENSER UNIT SHALL HAVE DISGONNEGT �5 � GENERfiL ELEGTR/G4L 15. MAKE ARRANGEMENTS IF APPLICABLE FOR PRE-WIRE GABLE T.V., TELEPHONE,ALARM,INTERCOM,CENTRAL VAG,ETC. 14.� «F CFMM/N- T /N 4CL�iY A274.5 Gff17 I6. PROV DOA RECEPTACLES OUTLETS SHALL BE SUPPLIED E O LEAST -AMP BRANCH GIRGUIT.SUCH GIRGUITS SHALL HAVE NO OTHER OUTLETS. 15. MIN 20'UFER GROUND WITH BOND TO 6A5 8 WATER PIPING. K T TCHE I DI OR MORE 20-AMP SMALL APPLIANCE BRANCH CIRCUITS E TW WING AREAS. --_.-_. _. wcL eiunr«c�um rx+rxPPtr r Aaaru rro�cvmexo RfGa-D57tPL/6fiT -i- NY..fB/B!Y/AL^rVTPETBIVA%f BAG,('iZGdY Irm IN KITCHEN/G Rcuvµie„r ro xcammLmer GsuLerx� ,s+xaear nrre„ FPt7fN1tR0�`!�/CfATREARAdOF,PGJPT 1-f. PROVIDE A MINIMUM OF TWO SEPARATE 20-AMP APPLIANCE GIRGUITS FORRDBEIT U 0. rtiae x'+, amrre ae wccm u,�� ING AREAS. LAMPS WITH A EFFIGANGY OF AT LE0.5T 40 LIRffN PER WATT. - 5!�/TGHES SUITABLE FOR PET LOCATIONS Z. PROM.E A SEPARATE 20-AMP CIRCUIT TO SUPPLY REWIRED LAUNDRY CHFCI¢D REGEPTAGLE OV-LET IN EAGH DWELLING UNIT. AL AGUIRRE GTG1/ 19. RECESSED INGANDESGENT FIXTURES SHALL HAVE THERMAL PROTEGTION DATE -- - -- - 20. ALL 5EDROO'4 BRANGH GIRGUITS SHALL BE ARC,FAULT CIRCUIT PROTECTED. T7-30-06 21. ALL KITG:-EN LI6RT5 TO BE FLOURESGENT GAN LIGHTS lW PIN BASE SCALE 4/C4Y�TC// JOB W. SECOND FLOOR ELECTRICAL PLAN UNIT 115" REVISIONS BY HLAN T I NCB LLCLNI 5YMB0L E30TANIOAL NAME COMMON NAME 51ZE LA6ERSTROEMIA INDIGA'CHEROKEE' GRAPE MYRTLE BUXU5 MIGROPHYLLA JAPONICA JAPANESE 5OXW000 5 6AL. LANDSCAPE PLAN TURF � v �r A6APANTHU5 AFRICANUS LILY OF THE NILE 5 GAL. (V13 O NOTE: AUTOMATIC IRRIGATION SYSTEM AND (n RAIN SENSOR TO GON5ERV WATER z -A O w � Y m �t v Z 150.00 tV�� CV I �7 In tL 13 cW WW�WW W W o UA z > - z UNIT A Q � WWWW w I" �/ /�/ WWW . W Lu w . W W �.. /�/ WWWWWyWWWWW Q La �yWW m %3 /o / W W ry LLI W W o -AN APEF15E .. W..W ..W .W .Y W .�.W �. ..... .. W� .�W W.�W PAD I50.00 • DRAWN "loots O OROZGO CHECKED AL A6UHMIM DATE II-22-Ob SCALE 1'•10'-0' JOB NO. SHEET REVISIONS BY ROUND PLASTIC VALVE BOX ----ROUND PLASTIC VALVE BOX ------- SLIP BASE SOCKET WITH LOCKING LID MARKED WITH LOCKING LID MARKED OVER END OF WIRES 3 IN TURF AREAS "IRRIGATION GATE VALVE" 1" IN TURF AREAS "IRRIGATION QUICK COUPLER" 3" IN PLANTER AREAS FINISH GRADE 3'" IN PLANTER AREAS FINISH GRADE FINISH GRADE STEP L =I I d I III-III-I 1 '=1 =1 =1 I I I=1 I-I I =1 11=1 III- 1 STRIP WIRES APPROX. n" FROM END - TWIST TOGETHER 11= APPLY SEALANT TO OUTSIDE OF _ -I I 1 — BACKFILL MATERIAL SEALING PLUG - FILL CAVITY m —III —III— m —III I— I— cq I I—I I WITH SEALANT III-II III-III- -III-II III-III- m ilIII11 III=1 LATERAL SUPPLY LINE - STEP 2: I—)I I I—III—� SNAKE PIPE IN TRENCH =III=1I = GATE VALVE i-III-II III=III= III- -II III= PUT CRIMP SLEEVE OVER WIRE PRESSURE PRESSURE III III— ENDS & CUT OFF EXCESS WIRE o° °°;o P•g o°°• - SUPPLY LINE o. °oo•�•,° SUPPLY LINE .n z —_—o�8�8"o-°.0^:•�°•"°.°`°a. z _ ergo-�a$a°.0.:-�=$a ,a o°>p° —III — III PULL BASE SOCKET OVER END �1' CONTROL WIRES - BUNDLE o°°• .o�e°"°oo o pia.° — � � '°°°oa o°O:o tiPeo Q�`b'p I- -III °8.° d.eo°°•o��°°s - 11= = =III °�: �eoa o•'o�°.o as°og III- -II AND TAPE AT 10' O.C. - -- °e.QO^a•^o6n° °�° •'• III—. 5CH. 40 PVC -1I°& ° n °° ° °n° _ SCH. 40 PVC III-1 I INSTALL ADJACENT TO STEP 3: MALE ADAPTOR I-1 I —III—III—III—III, I I-III—� MALE ADAPTOR -I I= PRESSURE SUPPLY LINE -III-III-III-III=� -III-� 11 1 1 1-III-III-I I III-_=_ _ PUSH 3/4" WASHED, CRUSHED 3/4" WASHED, CRUSHED I 11 I I' I III=1 I= 2 CLEAN BACKFILL BASE SOCKETSEALIN PLUG PLUG INTORl NOTES AGGREGATE BASE NOTES AGGREGATE BASE '— PRESSURE SUPPLY LINE PUSH WIRES TO END OF- BASE Q 1. ALL EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 24" FROM ALL HARDSCAPE 1. ALL EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 24" FROM ALL HARDSCAPE 2" MIN. SNAKE PIPE IN TRENCH SOCKET TO COMPLETE SEAL AND STRUCTURES. AND STRUCTURES. 2. INSTALL VALVE IN PLANTER AREAS ADJACENT TO SIDEWALKS WHEREVER POSSIBLE. 2. INSTALL VALVE IN PLANTER AREAS ADJACENT TO SIDEWALKS WHEREVER POSSIBLE. NOTES 3. PLACE VALVE BOX AT RIGHT ANGLE TO HARDSCAPE OR STRUCTURES. 3. PLACE VALVE BOX AT RIGHT ANGLE TO HARDSCAPE OR STRUCTURES. I. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90 CHANGES IN DIRECTION. STEP 4: 4. PLACE 3/4"WASHED CRUSHED AGGREGATE BASE PRIOR TO INSTALLATION OF 4. PLACE 3/4"WASHED CRUSHED AGGREGATE BASE PRIOR TO INSTALLATION OF 2. BACKFILL MIXTURE SHALL CONSIST OF NATIVE SOIL CLEANED OF ALL ROCKS AND VALVE BOX. VALVE BOX. DEBRIS. 5. ALL EQUIPMENT MANUFACTURER NAMES AND MODEL NUMBERS SHALL BE PER 5. ALL EQUIPMENT MANUFACTURER NAMES AND MODEL NUMBERS SHALL BE PER 3. INSTALL 12" x 12"x 12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION RAINBIRD "SNAP TITE" WATER- THE IRRIGATION LEGEND. THE IRRIGATION LEGEND. AND TEES INSTALLED ON PRESSURE SUPPLY LINE ONLY. PROOF CONNECTOR (OR EQUAL) GATE VALVE QUICK COUPLING VALVE TYPICAL TRENCHING WIRE CONNECTIONS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BACKFLOW PREV. ENCLOSURE PLASTIC VALVE BOX W/ LOCKING LID GATE VALVE - TYP. OF (2) HARDSCAPE MARKED "IRRIGATION CONTROL VALVE" N BACKFLOW PREVEN ER LATERAL SUPPLY TO SPRINKLER - ANGLE (V FINISH GRADE ASSEMBLY BRASS NIPPLE - TYP, OF (2) a PIPE TO SPECIFIED DEPTH WITH 45? ELLS BRASS ELL - TYP. OF (2) _ - �- _ I" IN TURF AREAS SCH. 40 PVC MALE ADAPTER W III—III —III—III- III-11 1I1=' 3" IN PLANTER AREAS SCH. 80 PVC UNION - -�I = I I—III—III- z BRASS BRASS NIPPLE —I 11 III—I SCH. 80 PVC NIPPLE O POP-UP ROTOR HEAD —III—III SFLOW OURCE UNION CONCRETE PAD I I I III- FIN. GRADE CONNECTORS (OR EQUAL) RAINBIRD "SNAP-TITE WATERPROOF VFF/- ' -I I III-I I1= FINISH GRADE z `III BACKFILL MATERIAL __ O Q MARLEX 3/4" DOUBLE I I I I -••30, I-1 1 z —I —I STREET ELL r - —III 1I1=1 PIGTAIL WIRE EXPANSION 1-- r- p LATERAL SUPPLY LINE _I I . -I 1 LOOP (MIN. 24" LENGTH) (� � SLEEVE - SCH. 40 PVC I II' z z z III XCl SCH. 80 PVC NIPPLE 12" x 12" x 12" CONCRETE (3) SIZES LARGER THAN -III — REMOTE CONTROL VALVE u ��LL11 I 11 III= LINE SIZE UJ 7 oo THRUST BLOCK _ III -. _III- z E—FLOW - Q llrrl- SCH. 40 PVC � Q MARLEX 3/4" SCH. 40 PVC MALE _ _ - a • - MALE ADAPTER N V STREET ELL ADAPTERS - = SAND _ I� a W Q — a 3/4" WASHED, CRUSHED to FLOW TO SYSTEM ' CONTROL WIRE SLEEVE - ° =I AGGREGATE BASE Z LLI ) SCH. 80 - _ SCH. 80 3' CONDUIT —_ INSTALL ADJACENT TO ICI- SCH. 80 PVC NIPPLE z PVC TEE BRASS ELL - TYP. OF (2) - - I11 PRESSURE SUPPLY LINE ;III I' CONTROL AND BACKFILL 907 Q ry 1-III-III-III-1 I=I11-III=11 COMMON WIRES .n - I I - I_ _ = PRESSURE SUPPLY LINE SLEEVE SCH. 40 PVC L, �Xl NOTES COMPACTION REQUIRED 2" MIN. (3) SIZESS LARGER THAN - 1. ALL EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 24" FROM ALL HARDSCAPE LINE SIZE AND STRUCTURES. NOTES PRESSURE SUPPLY LINE 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE TWO COATS PRIMER AND ONE NOTES COAT EXTERIOR RUST RESISTANT ENAMEL - COLOR TO BE SELECTED BY OWNER 1. EXTEND ALL SLEEVES A MINIMUM OF 12" BEYOND EACH EDGE OF HARDSCAPE. 1. INSTALL REMOTE CONTROL VALVES A MINIMUM OF 12"FROM ALL HARDSCAPE OR STRUCTURES. _ LATERAL SUPPLY LINE OR LANDSCAPE ARCHITECT. 2 BACKFILL MIXTURE SHALL CONSIST OF NATIVE SOIL CLEANED OF ALL ROCKS AND 2. INSTALL VALVE IN PLANTER AREAS ADJACENT TO SIDEWALKS WHEREVER POSSIBLE. . 3. IF UNIT IS INSTALLED ADJACENT TO STRUCTURE, MOUNT TEST COCKS ON OPEN OR DEBRIS 3. PLACE VALVE BOX AT A RIGHT ANGLE TO HARDSCAPE OR STRUCTURES. . NON-STRUCTURE SIDE. 4. PLACE 3/4"WASHED, CRUSHED AGGREGATE BASE PRIOR TO AL OF VALVE BOX. ALL BE INSTALLED ONLY WHEN DESIGNATED ON IRRIGATION LEGEND O 4. ENCLOSURE SHALL 3. BACKFILL SHALL BE COMPACTED TO 907. OF NATURAL SOIL RELATIVE COMPACTION. 5. ATTACH A YELLOW PLASTIC IDENTIFICATION TAG WITH APPROPRIRIATEE CONTROLLER AND VALVE O OR ENCLOSURE DETAIL. STATION NUMBER VALVE BOX LID FOR EACH CONTROL VALVE INSTALLED. 6. ALL EQUIP. MANUFACTURER NAMES AND MODEL NUMBERS SHALL BE PER THE IRRIGATION LEGEND. IV POP-UP SPRAY BACKFLOW PREVENTER TYPICAL SLEEVING REMOTE CONTROL VALVE DMWNBT -.-_.. -- -- -- A.C. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE CNECKM BY AL AGUME DATE 10_04 SOME N.T.S. JOB NO. �Ll L 2 REVISIONS BY LANDSCAPE AND IRRIGATION SPECIFICATIONS I dcafl °d z a 4 IRRIGATION HEADS Landscape and irrigation plans are diagrammatic.All supply lines shall be located in planter All heads most be located according to irrigation design as reviewed and approved by the areas wherever possible.Any discrepancies between plan and actual field conditions shall be reported City and/or Landscape Architect. Sprinkler heads shall be located on both sides of planting areas _ mediately to Landscape Architect for r isio s. If contractor fails to notify the Landscape as necessary for complete coverage. All heads shall be spaced in a triangular pattern to ensure Architect before proceeding with work,he/she na sumes full responsibility for any damages o added head-to-head coverage. Pop-up heads shall be used in any shrub area adjacent to hardscape or � cast. resultin from said discrepancies. Prior to s bidding o construction,the contractor shells fully walkways. Spray heads shall be pop-up where specified an plan,adjustable,vandal-resistant- acquaint him herself with all site conditions,job factors,and area layout. of plastic construction and designed for use on 1/2 ISP riser. Spray from any sprinkler heads shall not be permitted to throw into the public streets or onto hardscape. Lawn heads sholl be pop-up and A. IRRIGATION SYSTEM mounted flush with finish grade. i Heads mounted at the bottom of the slope shall be slanted to throw up the slope. Low head SCOPE OF WORK drainage is not acceptable. Anti-drain check valves shall be installed at each head as necessary to `I prevent drainage. Swing joint elbows shall be designated o all riser. Risers shall be adjusted _ The irrigation system shall efficiently and evenly irrigate all areas,shall be complete in to grade offer the soil has settled. The riser shall be PVC,Schedules80 to fit sprinkler opening in very respect,and shall be operating to the satisfaction of the Architect, City, o Verify swing joint assembly. I_ that irrigation systems are installed in strict accordance with all pertinent codes and regulations. JQy the original design,the referenced standards and the manufacturer's recommendations. In the event AFTER INSTALLATION �q4 any equipment or methods indicated on the drawings or in the specifications a n conflict with 7 6 local codes, notify the Landscape Architect prior to installation. If notification is not provided, Clean and adjust all heads after irrigation installation. When the sprinkler system is Al the contractor shall a sume full responsibility for cost of all re si s necessary to comply with complete,the contractor shall perform a c..rage test in the presence of the Landscape Architect code.The contractor shall maintain approved blueprints on site vat pall times . representative to determine that the water coverage for planting a complete and LEGEND' adequata.s This test shall be done before planting begins and again after plantng,has been completed. 1. SHREDDED BARK MULCH PER DETAIL. EARTHWORKS 274-8850 EQUAL BACKFLOW PREVENTER Upon completion of work,irrigation installation information shall be transferred to either 2. FINISH GRADE clean bl-fn,or reproducible sepia prints at the request of the Architect.All critical irrigation 3. FERTILIZER TABLETS PER SPECIFICATIONS Backflow device shall be installed in cord,,,,with the requirements set forth by all equipment(point of ection,mainline, w sleeves,control valves,got,valves,quick coupling 4. BACKFILL MIX AND METHOD PER SPECIFICATIONS AND/OR NOTES governing codes having jurisdiction over the work in the area. Please contact the Water Department valves and controller)shall be dimensioned Ion these as-built plans by two field measurements. The 5. SHRUB ROOTBALL which has jurisdiction o er your or,,for exact specifications. No backflow device will be chap and dimensions shall be recorded in a le ble and workman-like manner,to the satisfaction 6. PLANTING PIT SHAH.BE TWO TIMES THE DIAMETER OF ROOTBALL permitted to stand in any area where it may be considered to be a hazard to pedestrian or vehicular of the job representative o gl 7. UNDISTURBED NATIVE SOIL NOTES traffic. BackBow installations to be at least twelve in hes (12") above ground and may not exceed r owner. I. ALL SHRUBS AND GROUNDCOVER SHALL BE PLANTED AT EQUAL TRAINGULAR SPACING thirty inches(30").There must be a twelve inch (12")horizontal space between testcock and any NOTES: UNLESS OTHERWISE INDICATED ON PLANS. obstruction. Threaded union is required on all above ground installations. Backflow devices shell B. LANDSCAPING 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE be placed as close as possible to the water meter with an in-line ball pin valve separating one from OF HOOT13ALL WITH WATER FROM HOSE. DO NOT CRACK ROOTBALL. the other. GRADING TRENCHING Landscape contractor to receive site within approximately one tenth of a foot(.10')of finish grade unless otherwise specified on plans. The contractor shall fine grade all planting areas to a Trench depth for the main line shall be a minimum depth of eighteen inches(18")from the smooth and uniform grade as necessary, including the removal of surplus dirt,rocks and.debris over SHRUB PLANTING GROUNDCOVER SPACING surf,,.to the top of pipe. Trench depth far the laterals shall be, min mum of twelve inches(12") 1/2 non in diameter. Lawn area mall be graded so that after aale.acon.amendment,and settlement. NOT TO SCALE NOT TO SCALE from finish grade to the top of the pipe. The bottom of the trench shall be free of rocks,clods the soil shall be 1"below the tops of the curb or paving.All areas shall slope to drain and flow lines 1--1 and other sharp-edged objects. No pipe shall be installed parallel to and directly above another shall be established to existing road curbs,or as noted on the plans,or as directed by Architect. line. However, lateral lines may lie next to each other(minimum of 3"clearance)within the same _- - trench unless this creates a aintenance problem. No irrigation w valves shall be.....ed - =_ in conc rete. Sleeved linesunder vehicular paving to be 24"from surface. PVC irrigation lines marked PLANT MATERIAL "UV"ore to be run above ground and staked every 10' with U-shaped #4 rebar. PIPE Plants shall be fresh, ell-established,vigorous and of normal habit and growth,free of disease, insects,insect eggs and larva. All plant material shall be size, specified on the City = ----- - and or undetl plans and specifications and shall ha of the quantity and size indicated. mi root-bound - --_ -_ Non-pressure pipe shall be PVC 1120/1220,Class 200 or better. Pressure pip, 1 1/2' r undersized materials shall be allowed. Changes to plant palette shall not be permitted unless under shall be PVC 1120/1220,Schedule 40 or better. Pressure pipe 2"and over shall be PVC 1120, approved by Landscape Architect in writing. All container-grown plants shall be in compliance with - _ - .1...315.solvent-weld or better. Pressure pipe o inlet and discharge side of v backflow proven ter the American Association of Nurseryman standards. ORIGINAL GRADE hall be brass pipe. Plastic pipes shall be injections molded,rigid, plasticized polyvinyl chloride (PVC) NSF approved,of high tensile strength,chemical resistant and impact strength,type 1, grade BERM TIGHTLY COMPACTED IN PLACE — ` 1, 200 psi hydrostatic design stress design stress(PVC 1120). No multiple assemblies on plastic PLANTING 4"4" FORM WATERING BASIN 2lines shall be installed. Provide each assembly with its own outlet. All piping and wire installed under hardscape shall be sleeved Schedule 40 PVC or better. Size of sleeve shall be a minimum of All planting areas with the exception of hydroseed areas shall be treated with a pre-emergent - 4 three sizes larger than line size. chemical applied by a licensed Pest Control agent. This treatment shall be applied at the following I times: immediately after planting;at the beginning of the maintenance period;and at the end of the aintenance period.All weeds shall be removed from planters and areas shall be approved by the owner -' PLANT TABS PER MANUF. 3 5 FLUSHING MAIN LINES or City's representative before pre-em-gents are applied. -III RECOMMENDATIONS Flushing of mainline shall be completed before quick coupling valves or remote control valves No plant material shall be planted until the irrigation system and final grading have been _ BACKFILL MIX, SEE PLANTING c 6 are'n place. All open ends eholl be temporarily piped to exhaust flushing water up and out of the approved. Soil surrounding planting pit shall be in a friable condition and moist to depth of 8. NOTES HEREON Plant its shall be laced in the center of the hole in vertical osition with the r II trenches. No water will be permitted to fall into the trench. Flushing procedure will be ue follows: P p d p crown roots bear the some CONTAINER PLANT ROOT BALL open an the ports nearest to the source,flush as specified above, and r cap port. Continue this pro- with finished grade. Trees shall be planted at such a depth that the ame - cedure moving progressively towards the end of the line with only one port flushing at any given time. relative position to finish grade as they did to the soils where they were grown.Tree stakes shall - - -be 2"in diameter, 10' long lodge pole pinestakes,copper naphthenate treated or equal,free from PLANT PIT TO BE 2 TIMES THE o I_I—III I—III—I knots, splits or disfigurements. Stakes shall be driven a minimum of 6"from the tree trunk when WIDTH OF THE ROOT BALL AND 6" _ HYDROSTATIC PRESSURE TEST installed. Tree ties shall be Cinch ties or equal unless otherwise noted an plans. BELOW THE BOTTOM OF THE ROOT BALL Mainlines shall be tested in place prior to backfilling for a period of at less than three BACKFILL NATIVE SOIL (COMPACTED) d l I I 7 (3)hours an shall show no signs of leakage or loss of pressure. During the test period,minimum lest iinnu re at the highest point of the section being tested shall be no less than BO poundsper re h. Backfill to consist of native soil and 3 cubic yards nitrogen stabilized amendment per 1000 S.F. \ _ qua Soil preparation and backfill recommendations contained within the specifications or construction AUTOMATIC SPRINKLER CONTROLLER drawings or details are for bid purposes only.Final soil recommendation from% approved m --III 1 I- -III=I I_Il agricultural soils lab will determine the ultimate soil preperation and backfill m Controller shall be electric and capable of automatic and manual operation. LEGEND: Timing for stations shall be independent of each th er C. MAINTENANCE NOTE' and shall be adjustable from one(1) to sixty(60) minutes per station. Drip stations shall have a 1. TREE TIE (V.LT. "CINCH TIE"OR EQUAL) - FOUR(4)TIES PER TREE capacity of nine(9) hours. The irrigation system shall be programmed to operate with the designed UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL 2. 2"DIAMETER LODGEPOLE PINE STAKE(MINIMUM 10' LENGTH) - DO NOT PIERCE ROOTBALL are.during the periods of minimal u SCOPE OF WORK 3. UNDISTURBED NATIVE SOIL Landscape contractor shall be supplied with 110v electrical power and is responsible for final WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL. 4. BACKFILL MIX AND METHOD PER SPECIFICATIONS AND/OR NOTES hookup from electrical point-of-connection t1 controller. Contractor shall keep all irrigation controllers,valves, lines and heads clean and in good 5. BERM FOR TEMPORARY WATERING BASIN(MINIMUM 4'WIDE) -REMOVE AT END OF working order. Any damage during maintenance period shall be repaired by the contractor at his cost MAINTAINANCE PERIOD Contractor shall not be responsible for damage inflicted by acts of nature o vandalism. Damage to 6. SHREDDED BARK MULCH PER DETAIL CONTROL WIRES planting areas such as depressions caused by vehicles bicycles or foot tr,ftc shall be filled and o 7. PLANTING PIT SHALL BE TWO TIMES THE DIAMETER OF ROOTBALL leveled. Exterminate gophers and moles and repair damage. All paved a will be maintained in III FERTILIZER TABLETS PER SPECIFICATIONS eat and clean condition,t all times.debris. Keep drains snail be periodically flushed with clear SHRUB INSTALLATION ON SLOPE TREE STAKING Control wiring between the controller and the solenoid activated remote control valves shall water to avoid build-up of silt and debris. Keep all drain inlets clear of leaves,trash and other N be made with direct burial copper wire, #14 AWG,Type U.F., 600 volt per electrical codes(or as debris. Debris and trash shall be removed from the site as needed or a minimum of once a week. otherwise noted on plan). Wiring shall be sleeved under all hardscape. The cable shall be continuous Bare spots in groundcover areas shall be reseeded, r sodded or replanted by the contractor from control ler to remote controoc valve and no splices or connections shall be made except at valves within 10 days.The contractor shall be responsible for all seeded areas for as long as ecessary NOT TO SCALE NOT TO SCALE U, 1 d at controller. Wires shall cupy the same trench as irrigation pressure lines hen possible, unfit acceptable 'nation and establishment is realized and approved by the owner or ne,,, bundled and secured at 10 foot intervals with plastic electrical tape. Wires shall be pigtailed in germ n valve box. One extra wine(orange in color) shall be run from controller to each farthest satellite .presentative. Acceptable germination and establishment"shall be realized when eighty percent Point of mainline. Wire Iconnection, shall be made by waterproof scotch locks or equal. (307"") of the total seeded area has germinated and sixty percent(60%)of the total seeded are been of for normal use Irrigation heads installed in hydroseed areas re shall be extended with Sch. 80 PVC risers(length as necessary)to ensure complete coverage as the hydroseed mixture REMOTE CONTROL VALVE matures in height during the maintenance period. 6 All irrigation materials and workmanship shall be guaranteed as free from all defects for WIND ■ Consideration should be given to installing the valves in planted area and screened by period of no less than one (1)yy ar from the date of completion. All trees and shrubs shall be v shrubs. Irrigation systems shall be designed so that turt a s are valved separately from shrub guaranteed for a period of six(6)months. Contractor shall not be responsible for any damage O Q and groun dcaver are s.Areas of different elevation and suns exposure shall also be valved separaely. incurred as a result of vandalism,owners neglect,and/or acts of nature. Manual override shall provide for manual operation prior to electrical connection.This device shalt be installed by the valve manufacturer. Valves shall be automatically closed in event of electrical Maintenance period shall be no less than thirty(60)days unless otherwise specified on plans. v' power failure or due to breakage of pilot wires Valve shall close against flow without chatter and Final inspection shall be performed by owners representatives,inspectors,and contractor before with minimum closing surge pressure(minimum 5 second closing time per valve). Valve body shall be project is released. completely serviceable in the field without removing valve body from line. N MAIN TRUNK U 6 VALVE BOXES N {k} Z Q TREE TIES (4 REQ'D) S APART Q Gate valves and be remote control astvea shau to housed in Brooks series plastic box. MIN. NAILED TO STAKES N N V Valve boxes shall be identified with yellow plastic cattle tags permanently marked with the I),I Q valve number h gate valve. valve boxes shall be set flush with finished grade,with valves set at APPROVED 10'x2" DIA. LODGEPOLES Q N ORIGINAL GRADE W sufficient depth to provide clearance between the cover and the valve. Valve boxes shall be filled (2 REQ'D) Z (� with a minimum of 3"of pea gravel. CONTAINER ROOT BAIL IL Z -II Q ry QUICK COUPLING VALVES II BACKFILL MIX, SEE PLANTING NOTES HEREON J (Ni Quick coupling valves shall be provided in each are, s noted. _ 4" BERM TIGHTLY COMPACTED IN PLACE N Quick couplers shall be placed inside valve boxes when,possible and shall be readily TO FORM WATERING BASIN nearssible. H adequate space in the valve box does not exist,the quick coupler shall be placediLLLI the valve box flush with existing grade. PLANT TABS PER MANUF. RECOMMENDATIONS PLANT PIT TO HE 2 TIMES THE WIDTH OF O _ THE ROOT BALL AND 12' BELOW BOTTOM OF THE ROOT BALL N NATIVE SOIL BACKFILL (COMPACTED) NOTE: DRAWN BY INSTALL STAKES 12"FROM TREE TRUNK A.C. CHECI®BY AL AGUIRRE TREE INSTALLATION ON SLOPE 10 SCNE NOT TO SCALE N.T.S. JOB NO. SHEET \� L-3 PRECISE GRADING PLAN GRADING NOTES F.P=000.00 BUILDING PAD F.=0o0A0 BUILDING FINISH FELEVATION accordance with ELEVATION F. 1. All work shall be done in accordan with the City of Lake Elsinore Ordinance No. 801 and 882 and applicable • x' :.. FLINT STREET _ .,, W+_ 4F M„m 402.75 F.L. FLOW LINE ELEVATION standards and specifications and the latest edition of the Uniform Building Code (U.B.C.),Appendix Chapter 33. - 2. A permit shall be obtained from the Engineering Department, City of Lake Elsinore, prior to any operations. G.B. GRADE BREAKE 3. The developer and/or the contractor shall notify all utility companies and U.S.A. ALERT (1-800-422-4133) forty-eight (48) hours prior to grading. \, 180.75 F.S. FINISH SURFACE 4. The.contractor shall notify the City Engineering Department at least twenty-four (24) hours in advance of beginning 180.75 T.F. OP OF FOOTING grading operations. T -W'. W"" 1 5. Dust shall be controlled by watering or other methods approved by the City Engineer. 1[i0.75 7-W. TOP OF WALL 6. Cut slopes shall be no steeper than 2 horizontal to 1 vertical, unless otherwise approved, and shall be shown on 6R" ° 1266� the plan. 7. Fillslopes shall be no steeper than 2 horizontal to 1 vertical, unless otherwise approved, shall be shown on plan, / PROPERTY LINE and shall not have Tess Than 907 relative compaction out to the finished surface. t?`"a 8. Fills shall be compacted throughout to 907 density as determined by the modified three (3) layer A.S.T.M. \ 11 .. - D-1557-70 test method. ,» DISTURBED AREA 9. Fill areas shop be cleaned of all vegetation and debris, scarified, and inspected by the grading inspector and approved soils testing agency prior to the placing of fill. 10, All fill material shall be dean earth. No fill shall be placed until preparation of ground is approved by the soils W.Q engineer. 8 � s.w M"" RETAINING WALL(BY SEPARATE PERMIT) 11. Finish grade shall be sloped away from all exterior walls at not less than 1 inch per foot for a minimum of three (3) feet, then 1% (minimum) to flow line of earth swole. W. STEM WALL BY FOUNDATION DESIGN 12. Minimum building pad and drainage Swale slope shall be 1% if cut or fill slope is less than ten feet (10'), and 2% VACANT LOT 74 \ ,f cut or fill is greater than ten feet (to'). Drainage swales shall be a minimum, of 0.5' deep and constructed a F 669� Hill s' 6.70T 667DAYLIGHT LINE-011 minimum of two feet (2') from the top of cut or fill slopes. - ` -- - CUT CUT 13. Provide 5' wide by 1' high berm or equivalent along the top of all fill slopes over 5' high 70'56 7 7"... '49.9 rE1TCE 0 EICTI. WAu FLOW LINE 14. VICE,s o brow ditch, designed r handle one undyed shall year storm flows along the top of cut slopes. 7 No obstruction of tflood eplains or natural Watenccourses(shall be permitted.low o686ok 'xaVa -.... -A ro N, 7 Oy5' _ _�,-Y-- --rr� 16. A soils engineer shall be retained by the developer, to supervise grading and provide a final soils report Which �68 OF 8, j. -LNG 1; I•'I includes foundation requirements iements ) p r g30(�` - "io x, 1 'K"' q (subdivisions) and expansive characteristics of the soil. 7O. o SLOPE 17. Grading certification by the developer's civil engineer and a final compaction report by a soils engineer shall be I � 6772F$ c2 ,., submitted to the building and engineering departments prior to issuance of building permits. �t0 18. The soils engineering investigation dated _--DEC. 27,2005_ prepared by (NAZCO GOETECHNICAL ENGINEERING) dated .o 0 6.DD. 1 .3 - 't;°' If°^ • B.tOFt " > .-. INFILTRATION PI _________ and the engineering geologic investigation dated -_____ prepared by (geologic consultant), shall be 678OFS _ 7,8OFS' I considered a part of this grading plan and shall be in compliance. 8 t 50 67.75E �• 19. A registered civil engineer or licensed land surveyor shall submit certification of building pad elevation. Where DISTIR ED AREA 157.6FL•j NIT A �a. SHEET FLOW,,;.IVACANT LOT specific elevations are required, the elevation (with respect to mean sea level) shall be given. If an elevation With O of •'s� ,,. respect to adjacent ground surface is required, the actual distance above the adjacent ground shall be given. '�° - 20. All property corners shall be clearly delineated in the field prior to commencement of any construction/grading, 30.0,E `e low E 21. Stability calculations With a safety factor of at least 1.5 shall be submitted by a soils engineer to the Building ono Engineering Departments for cut and fill slopes over thirty feet (30') in vertical height.67.7 FIL 1 22 A final compaction report will be required for all fills greater than one 1) foot. 2D.0 200 5X5X2.5'ROCK' 23. If steep slo n terrain occurs u on Which fill is to be placed, it must be cleared, keyed and benched into fir5T _ OWNER/APPLICANT p' g p.65FL .201P o3s2 r, isa �87 6F .Fc s sewrx -�' -. _ INFILTRATION PIT natural soil for full support. Preparation shall be approved by.a registered soils engineer prior to placement of fill ---- material. Slopes greater than 5:1 are required to be keyed and benched. - 684aT'G 1 0° '" s.� �� �-� _,_, Steve Beyler 24. The soils engineer should inspect the construction in the followin sta es: 66.30TF -"-a"' (951)658-6375 a. Upon completion of clearing and during excavation and before backfill of alluvial, colluVial and 'terraced areas and o 6820E o8 d0 .67.OFL 8.OF 1 00l' 6. F ,�„ any substructures. p .2 -1- - •"-r _ TT oo b. During all rough grading and operations including pre-compaction, benching and filling operations. c. During installation of buttress and canyon sub-droins and filter material. - �" A.P, III N. NO, d. When any unusual grading conditions are encountered during construction. p L o 7.80 ._ .�' I ILTRAAON PI °0 - 25. Erasion Control: All graded slopes shall be planted with rosea ice plant or another approved ground cover, at twelve = 75oF5 - APN(S)374-061-ao3,004,005 inches (12") on center. Slopes over fifteen feet (15') in Vertical height, in addition to ground cover, shalt be planted j Q 3p1, w ` �� .573 54,:-+ < 7.a5F LOTS 12.14 AND 16 BLK 51 MB 008/378 With approved trees, shrubs or combination thereof. Shrubs shall be planted at ten feet (10') on center; trees at p 6FL• uMrA m SO HFALDS RESUB SHEET FLOW o� ^= VACANT LOT twenty feet (20') on center; ;;ombinations fifteen feet (15') on center. Slopes over three feet (3') in vertical height I TOTAL AREA=0.53 shall have permanent irrigation systems with backflow prevention devices per U.B.C. aN (� A a' C. 26. Approved protective measures and temporary drainage provisions must be used to adjoining properties w o ,$ram' a, DISTURBED AREA=0.57 ACRE protect ad-oinin during the grading project. 7147T 20.00` rcm 27. Approved erosion preventive devices shall be provided and maintained during the rain season and shall be in lace 70. 7FL •67 L ,. - _ - EARTHWORK QUANTITIES at the end of each days Work. Y p 0 67¢/Z4IL _ ar c _ --- _ 25.04 5'x2.5'ROCK 28. All Work shall conform to the City and State construction safety orders. 19 •17 s FILTRATION PIT , APPROX.-CUT=150 CU YD 29. The location and protection of all utilities is the responsibility of the permittee. 'r- agree •W''7.2 L � �- 70582/ iasy9a66 9 F -- -EG.SDEL7- F APPROX..FILL=200 CU YD 30. An approved set of grading plans shall be on the job site at all time. ` 71.30E - K6 F <�a�.o 6 s Fe.$ - cAa*HWoaK aunNrmcs SHOWN ARE ESTIMATES 31. So itary facilities shall be maintained on the site from beginning to completion of grading operation. ` ffl 66.oaTF FOR USE BY THE COUNTY TO DETERMINE FEES 32. All slopes shall be plant- ad irrigation facilities shall be provided for oil slopes in excess of three (3') feet '14'"e1410 '. "g p - •°6915CFS !8'" a�. 68.26FL `p AND SHOULD NOT BE USED FOR BID PURPOSES. vertical height within ninety (90) days after completion of rough grading and shall be in accordance with City of Lake IT IS THE CONTRACTORS RESPONSIBILITY TO Elsinore Grading Ordinance No. 882 prior to the approval of final inspection. o - 33. Any contractor performing Work on this project shall familiarize himself with the site and be solely responsible for ( ."k872FS 1 r - 0 5X5' '2Rt�CK any damage to existing facilties resulting directly or indirectly from his operations, whether or not such facilities are 0 30.0 CONSTRUCTION NOTES shown on these plans. Z 't INFILrRA:18N PIT = 8 \'�� �'•6880F4 - T^ �1 BBOFS : 34. The design engineer shall p-ovide a minimum of one (1) blue top per finished pad, prior to rough grade approval. • - 8.6FS UNIT 1. ALL WORK IN PUBLIC RIGHT OF WA7 35. Approximate date of: - a�a G o VACANT LOT Beginning operation: -_---__ O$ REQUIRES AN ENCROACHMENT PERMIT F ---- $ Completion: ________ _ _ o A SHEET FLOW ANY. 30.00 .OD x�5!f ;,, Q _aw \ B - 36. No rock or other irreducible material With a maximum dimension greater than three inches'(3") will be placed in _ low fills Within roadbed areas or three feet (Y) of finish grades, unless the location, materials, and`.disposal methods are 2. CONSTRUCT 4"THICK CONCRETE DRIVEWAY 'f' d € ,2,0; I W/t4®18"O.C.B.W. specifically y approved b the soils engineer. c I p y Y 7 7 'k 5X5'X2-5'ROCK 37. The engineer must set trade stakes for all drainage devices and obtain inspection before approval. i 3Q ,y, i _ __ 7.35FL 38. Grading plans will not be approved until all retaining walls are approved by the Building Department. _ _ TWJ 9_,NF- 68.i FL ,. r TK �'� INFILTRATION PIT 3. ALL GRADING INCLUDING CUT AND FILL W_ O'56'27" '- 1%G-IT =2FtC =1G T 752E -- SHALL BE COMPLETED UNDER THE zD.DD VVEE ^' 71. S TU s - -" 67.70E 25.00-- SUPERVISION AND RECOMMENDATIONS OF -Q 68 OTW THE SOILS ENGINEER.TWO SETS OF THE i see urz TFF FINAL COMPACTION REPORT SHALL BE ` SUBMITTED TO BUILDING AND SAFETY ALONG WITH FINISH GRADE CERTIFICATION -i THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE K"m ash _ RECOMMENDATIONS OF THE SOILS �Q�oQROFESS10ryq/F f�.�P(:1 (6?OCETf IB66iE:a19�R�e ENGINEER. ifProtect No. GERALD ateZN� Qq�-Q� 4. RETAINING WALLS PER SEPARATE PERMIT i �a. 403 - 3� ,.,l3 �••O�'(`'`^ N>>.7 ,. VICINITY MAP ExD._- �! �f BASIS OF BEARINGS CIVIL SOIL SI iveLE LacA•rla N$ THE �l�TF �� Q j BASEDEUPIONSTHE SHOWN CENTER LINEORE OF CAL T S K LANGSTAFF ST_ BEING IN 19' 03' DISCLAIMER £ 33" E AS SHOWN ON RECORD OF i'I� THE CITY OF LAKE ELSINOR ENGINEERING DEPARTMENT ASSUMES SURVEY 91/10. SV NO RESPONSIBILTY FOR THE DESIGN OR ADEQUACY OF THE Na �4/:SEPTIC SYSTEM SHOWN HEREON THESE PLANS. BENCH MARK CITY OF LAKE ELSINORE BENCHMARK A-93-10 ELEVATION = 1268.39 FEET r s AT THE INTERSECTION OF POTTERY STREET AND RILEY STREET, AT THE SCALE: 1"=20 FOOT 'w mu MOST PO WESTERLY RSTREET,CORNER16.0 FEET INTERSECTION, 18.0 FEET WESTERLY NORTHERLY OF A FIRE HYDRANT. STREET ADDRESS, 323 POTTERY STREET IMPROVEMENT PLANS PER SEPARATE PERMIT STREET, A CHISELED SQUARE IN THE TOP OF CURB 1' WESTERLY OF B.C.R. 0 _20 40 60 80 MARK THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE A.A & ASSOCIATES INC. SEAL (ENGINEER) PAYAN SURVEYING REVISIONS APPR. DATE ) COR GAu A STREET 1 APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND BUILDING DESIGN ERSCORONA, CA 92882 CITY O E LAKE E LS I N 0 R SHEET PHONE:951-734-9542 FAX:951-808-1179 STATE LAWS AND A PERMIT CAN BF ISSUED. 2222 KANBAS AVE. SUITE D Q�0P�99Twe GEL: 951-858-6812 ,VERB E , CA - 92507 (951) 684-4222 ®P�9�H ` EMAIL:apa�yan®comcast.net 412-41 6 LANGSTAFF ST 9 P.L.S. N 7796 3 .r Gt o o �� 8/13/2007lof SCALE.' LAKE ELSINORE, CA OFsHEETs KEN A. St JMALO, RCE No. 56915 EXP. 6/30/09 DATE LATE 4e 1 i n:20 FEET 9 2 cj 3 O FILE No. CITY ENGINEER IMADI ABU-GHARBIEH - �'aB.T CITY OF LAKE ELSINORE RCE 52001 EXP. 12/31/08 DATE 4/27/2007 PRECISE GRADING Rt✓nW<a 4�d ayPvn✓�( 5� l�4,mf`7/""a''4� �*✓�7�41..,..#'a.•.. .r,/yam/„7 TITLE 24 REPORT Title 24 Report for: ABC INVESTMENTS UNIT A 412, 414 AND 416 LANGSTAFF STREET LAKE ELSINORE, CA APPROVED FOR PERMIT ISSUANCE f SCOTT FAZEKAS&ASSOCIATES, INC. �/ oF LA gY � x I l DIN' These plans have b iC*'�� rence to the applic le c des and ordinance. Authorization IS here* grata IiR �+RE), c0S8+r 0IAT@3f1%bD9 approval b2�r214 c AMXVAt •S U ITE D The lssuanccR6V$RSIDiEgiCA0,Ho—leased on approval of these 9 s��, I �j construed to permit or approve any codes applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. Report Prepared By: AL AGUIRRE Al Aguirre & Associates, Inc 2222 Kansas Avenue, Suite "D" Riverside, CA 92507 (909) 684-4222 C Job Number: ABC Date: 5/4/2007 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft,LLC-www.energysaft.com. EnergyPro 4.3 by EnergySoft Job Number:ABC User Number:3162 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 6 HVAC System Heating and Cooling Loads Summary 8 Room Load Summary 9 Room Heating Peak Loads 10 Room Cooling Peak Loads 11 EnergyPro 4.3 by EnergySoR Job Number: ABC User Number:3162 Certificate Of Compliance : Residential (Part 1 of 3) CF-1 R ABC INVFSIMENDS _ 531412007_ Project Title Date 412 414 AN QRE Project Address Building Permit# Al Aguirre P. Associate Inc ( plan Check/Date Author Telephone ampliaFnprq ce Method Climate ZoneField Check/Date TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 5.15 4.66 0.49 Space Cooling 17.29 16.84 0.45 Fans 2.89 2.81 0.09 Domestic Hot Water 14.43 14.04 0.39 Pumps 0.00 0.00 0.00 Totals 39.76 38.35 1.42 Percent better than Standard: 3.6% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Building Type: (k Single Family ❑Addition Total Conditioned Floor Area: 1,600 ft2 ❑Multi Family ❑Existing +Add/Alt Existing Floor Area: nla ft2 Building Front Orientation: (N)0 deg Raised Floor Area: 0 ft2 Fuel Type: Natural Gas Slab on Grade Area: 1,600 ft2 Fenestration: Average Ceiling Height: 8.0 ft Area: 195 ft2 Avg. U: 0.31 Number of Dwelling Units: 1.00 Ratio: 12.2% Avg.SHGC: 0.37 Number of Stories: 1 BUILDING ZONE INFORMATION #of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area _VVH.01 E HOUSF 1 60 12,800 1 a Cnndltinnari sethark__ 2 n!a OPAQUE SURFACES Insulation Act. Gains Condition Type Frame Area U-Fac. Cay. Cont. Azm. Tilt Y/ N Status JA IV Reference Location /Comments Roof Wnnri 1 60n 0_n36 _) -aO- R-n 0 1 0- 99 X ❑New 4q-Aq _ WHOI F HOUSE Wall Wood 264 0102 _$=lam_@-0.0_ Q 9.Q [XI ❑Neww o9=A3 WHOLE wHni F Hnusr .Wall-Wnnd 7aA 0 102 R-1„3_-a-- 90 90 [X ❑Ne 09-A-1 _ HO USE -Wail Wood 241 _0102--PL-13-.__E3-0 �.0 An 90 X ❑New .09_A3 -VVHOI F HOUSF _ _1A(a11 Wand 292 --Q-t02.Ri1.3 3_0_0 270 90 1X ❑NQw J19_A3 ]C1(H0I F HOUSE ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Run Initiation Time: 05/04/07 14:31:36 Run Code: 1178314296 EnergyPro 4.3 by EnergySoR User Number:3162 Job Number: ABC Page.3 of 11 Certificate Of Compliance : Residential (Part 2 of 3) CF-1 R ABC INVESTMENTS 5/4/2007 Project Title hate FENESTRATION SURFACES True Cond. Location/ # Type Area U-Factor' SHGC2 Azm. Tilt Stat. Glazing Type Comments -I— ,Window Front (N)_ ss n0 0_3101 EE0-.37_.NFRC C_off-N.ew --yonylI aw-E windows 2 Window Left (E) 32.0 0.310 NFRC 037 NFRC 90 90 New Vinyl Low-E windows WHOLE HOUSE 3 Window Rear S 79.0 0,310 NFRC 0.37 NFRC 180 90 New Vinyl Low windows WHOLE HOUSE 4 Window Right CV _ 28.0 0.310 NFRC 0.37 NFRC 270 90 New Vinyl Low-E windows WHOLE HOUSE 1.Indicate source either from NFRC or Table 116k 2.Indicate source either from NFRC or Table 1166. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt, Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt- 1 Woven Sunscreen 0.30 _ 2 Woven Sunscreen 0.30 3 Woven Sunscreen 0.30 - 4 Woven Sunscreen 0.30 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (so (in.) Cap. Cond.R-Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R-Val. Location JA IV Reference Status Comments Stab Perimeter 160 None No Insulation 26-A1 New WHOLE HOUSE Run Initiation i e 0MMAMT 14.3 :36 Run Code: 11117221A299 EnergyPro 4.3 by EnergySoR User Number:3162 Job Number: ABC Page:4 of 11 Certificate Of Compliance : Residential (Part 3 of 3) CF-1 R ABC INVESTMENTS 5/4/2007 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type WHOLE HOUSE Central Furnace 81%AFUE Packaged Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R-Value Status Tested? WHOLE HOUSE Ducted Ducted Attic 6.5 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater #in Input Cap. Condition Factor Standby R-Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. 50 GALLON WATER HEATER Small Gas No Pipe Insulation 1 43,000 50 New 0.60 n/a n1a Multi-Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 112" Control # HP Type In Plenum Outside Buried Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24,Parts 1 and 6 of the California Code of Regulations,and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design,duct sealing,verification of refrigerant charge and TXVs,insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business&Professions Code) Documentation Author Name: Name: AL AGUIRRE Title/Firm: AL AGUIRRE&ASSOCIATES INC Title/Firm: Al Aguirre&Associates, Inc Address: 2222 KANSAS AVE SUITE D Address: 2222 Kansas Avenue,Suite"D" RIVERSIDE CA 92507 Riverside,CA 92507 Telephone: Lic.#: Telepho _ Y_ � y_ 67 (signature) (date) (sig to ) (date) Enforcement Agency Name: Title/Firm: Address: STAMP Telephone: (signature) (date) EriergyPro 4.3 by EnergySoft User Number:3162 Job Number: ABC Page:5 of 11 Mandatory Measures Summary: Residential (Page 1 of 2) MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the comp}fiance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk(•)below. When this checklist is incorporated into the permit documents,the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Check or initial applicable boxes or check NA if not applicable and included with the ENFORCE- DESCRIPTION permit application documentation. NIA DESIGNER MENT Building Envelope Measures A§ 150(a): Minimum R-1 Sin wood ceiling insulation or equivalent U-factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturer's labeled R-Value: ❑ ❑ §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls(does not ❑ ❑ ❑ apply to exterior mass walls). �§150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U-factor. ❑ ❑ __ § 150(e): Instal latlon of Fireplaces,Decorative Gas Appliances and Gas Logs. 1.Masonry and factory-built fireplaces have: a. closable metal or glass door covering the entire opening of the firebox ❑ ❑X ❑ b. outside air intake with damper and control,flue damper and control ❑ ❑X ❑ 2.No continuous burning gas pilot lights allowed. ❑ ❑X ❑ § 150(f): Air retarding wrap installed to comply with§151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 150(I): Slab edge insulation-water absorption rate for the insulation alone without facings no greater than 0.3%,water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 permlinch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ ❑X ElCF-6R Form: § 116-17: Fenestration Products,Exterior Doors,and InfiltrationlExfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑X ❑ 2. Fenestration products(except field fabricated)have label with certified U-Factor,certified Solar Heat Gain Coefficient(SHGC),and infiltration certification. ❑ ❑X ❑ 3. Exterior doors and windows weatherstripped:all joints and penetrations caulked and sealed. ❑ Q ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment,water heaters,showerheads and faucets certified by the Energy Commission. ❑ ❑X ❑ § 150(h):Heating and/or cooling loads calculated in accordance with ASHRAE,SMACNA or ACCA ❑ ❑X ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1.Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ ❑ having an installed thermal resistance of R-12 or greater. 2.Back-up tanks for solar systems,unfired storage tanks,or other indirect hot water tanks have R-12 external ❑ ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R-value. 3.The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1.First 5 feet of hot and cold water pipes closest to water heater tank,non-recirculating systems,and entire ❑ 0 ❑ length of recirculating sections of hot water pipes shall be insulated to Table 1506. 2.Cooling system piping(suction,chilled water,or brine lines),piping insulated between heating source and ❑ ❑ ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4.Steam hydronic heating systems or hot water systems>15 psi,meet requirements of Table 123-A. ❑ ❑ U 5.Insulation must be protected from damage,including that due to sunlight,moisture,equipment maintenance, ❑ ❑ and wind. 6.Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ n entirely in conditioned space. 7.Solar water-heating systems/collectors are certified by the Solar Rating and Certification Corporation. u ❑X ❑ EnergyPro 4.3 by EnergySoft User Number:3162 Job Number. ABC- page:6 of 11 Mandatory Measures Summa : Residential (Page 2 of 2) MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk(')below. When this checklist is incorporated into the permit documents,the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check NIA if not ENFORCE- applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1.All ducts and plenums installed,sealed and insulated to meet the requirements of the CIVIC Sections 601,602,603,604, ❑ X❑ ❑ 605,and Standard 6-5;supply-air and return-air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic,tape or other duct-closure system that meets the applicable requirements of UL 181,UL 181A,or UL 181B or aerosol sealant that meets the requirements of UL 723. if mastic or tape is used to seal openings greater than 1/4 inch,the combination of mastic and either mesh or tape shall be used. 2.Building cavities,support platforms for air handlers,and plenums defined or constructed with materials other than ❑ ❑ ❑ sealed sheet metal,duct board or flexible duct shall not be used for conveying conditioned air.Building cavities and support platforms may contain ducts.Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3.Joints and seams of dud systems and their components shall not be sealed with cloth back rubber adhesive ❑ 1XX n duct tapes unless such tape is used in combination with mastic and draw bands. 4.Exhaust fan systems have back draft or automatic dampers. ❑ ❑ ❑ 5.Gravity ventilating systems serving conditioned space have either automatic or readily accessible,manually operating ❑ ❑; L 1 dampers. 6.Protection of Insulation.Insulation shall be protected from damage,including that due to sunlight,moisture,equipment ❑ XJ ❑ maintenance,and wind.Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material, 7. Flexible ducts cannot have porous inner cores. ❑ ❑ ❑ § 114: Pool and Spa Heating Systems and Equipment 1.A thermal efficiency that complies with the Appliance Efficiency Regulations,on-off switch mounted outside of the ❑ healer,weatherproof operating instructions,no electric resistance heating and no pilot light. 2.System is installed with: a.At least 36"of pipe between filter and heater for future solar heating. ❑ ❑ ❑ b.Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3.Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115:Gas fired fan-type central furnaces,pool heaters,spa heaters or household cooking appliances have no continuously ❑ ❑ ❑ burning pilot light. (Exception:Non-electrical cooking appliances with pilot<150 Btu/hr) § 118(i):Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)l:HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID:contain only high efficacy lamps as outlned in Table ❑ ® ❑ 150-C,and do not contain a medium screw base socket(E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)1:HIGH EFFICACY LUMINAIRES-OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ ❑X ❑ luminaire has factory installed HID ballast. § 150(k)2:Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50%of the Wattage,as determined ❑ X❑ ❑ in Section 130(c),of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3:Permanently installed luminaires in bathrooms,garages,laundry rooms,utility rooms shall be high efficacy luminaires. ❑ ❑ ❑ OR are controlled by an occupant sensor(s)certfied to comply with Section 119(d). § 150(k)4;Permanently installed luminaires located other than in kichens,bathrooms,garages,laundry rooms,and utility rooms shall be high efficacy luminaires(except closets less than 70 ft)OR are controlled by a dimmer switch OR are ❑ ❑X ❑ controlled by an occupant sensor that complies with Section f19(d)that does not turn on automatically or have an always on option. § 150(k)5:Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover(IC)and are ❑ ❑X ❑ certified to ASTM E283 and labeled as air tight(AT)to less than 2.0 CFM at 75 Pascals. § 150(k)6:Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ ❑X ❑ same let shall be high efficacy luminaires(not including lighting around swimming pools/water features or other Article 680 locations)OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7:Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130,132,and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130,131,and 146. § 150(k)8:Permanently installed lighting in the enclosed,non-dwelling spaces of low-rise residential buildings with four or more ❑ dwelling units shalt be high efficacy luminaires OR are controlled by occupant sensor(s)certified to comply with Section 119(d). EnergyPrc 4.3 by EnergySoft User Number:3162 Job Number:ABC Page of 11 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE ABC INVESTMENTS 5/4/2007 SYSTEM NAME FLOOR AREA WHOLE HOUSE 1,600 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 74.000 Total Room Loads 1.095 13,701 1,1161 551 19,878 Total Output(Stuh) 74,000 Return Vented Lighting 0 Output(Btuhlsgft) 46.21 Return Air Ducts 1,694 2,195 Cooling System Return Fan 0 0 Output per System 48,400 Ventilation 0 0 0 0 0 Total Output(Btuh) 48,400 Supply Fan 2,487 -2,487 Total Output(Tons) 4.0 Supply Air Ducts 1,694 2,195 Total Output(Btuhlsgft) 30.2 TOTAL SYSTEM LOAD 19,5751 1 116 21 782 Total Output(sgfUTon) 396.7 Air System HVAC EQUIPMENT SELECTION CFM per System 2,000 Airflow(cfm) 2,000 Carrier 48HJM005---5/6 30,908 16,625 74,000 Airflow(cfmisgft) 1.25 Airflow(cfm/Ton) 495.9 % Total Adjusted System Output Outside Air( ) 0.0 (Adjusted for Peak Design Conditions) 1 30,908 16,625 74,000 Outside Air(cfmisgft) 0.00 TIME OF SYSTEM PEAK Aug 2pm ,tan 12am Note:values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 27.0OF 69.0OF 104.3OF 105.5OF Supply Air Ducts Outside Air OM W 0 cfm 104.4 OF Heating Coil Supply Fan 2000 cfm ROOMS 69.0°F 70.0 of Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 98.9/71.9 of 78.8 167.1 of 64A /61.7 of 65.2162.1 of Will Supply Air Ducts Outside Air 0 cfm Cooling Coil Supply Fan 66.0162.4 of 2000cfm 55.3% R.H. ROOMS 78.8 t 66,7°F 76.0'66.4 of Return Air Ducts I £nergyPro 4.3 by EnergySoR User Number:3162 Job Number: ABC Page.8 of 11 ROOM LOAD SUMMARY PROJECT NAME DATE ABC INVESTMENTS 5/4/2007 SYSTEM NAME FLOOR AREA WHOLE HOUSE 1,600 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG.PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM I SENSIBLE WHOLE HOUSE WHOLE HOUSE 1 1.0951 13,701 1,116 1,095 13,701 1,116 5511 19,878 f� f I I k I PAGE TOTAL 1 1,095 13,701 1,116 5511 19,678 TOTAL 1 1,095 13,701 11116 5511 19,878 EnergyPro By EnergySoft User Number:User Job Number:ABC Page:9 of 1 t ROOM HEATING PEAK LOADS Project Title Da etet ABC INVESTMENTS _ 5/4/2007 Room Information Desi n Conditions Room Name WHOLE HOUSE Time of Peak Jan 12 am Floor Area i,600 Outdoor Dry Bulb Temperature 270F Indoor Dry Bulb Temperature 70 of Conduction Area U-Value AT of Btu/br R-30 Roof R.30.2x12.16 1,600.0 X 0.0360 X 43 — 2,477 Slab-On-Grade perimeter=160.0 X 0.7300 X 43 = 5,022 264.0 X 0.1020 X 43 = 1158 Vin I Low-E windows 56.0 x 0.3100 X 43 — 746 1pL13_21cA 163 288.0 X 0.1020 X 43 = 1,263 Vinyl Low-E windows 32.0 X 0.3100 X 43 = 427 241.0 X 0.1020 X 43 = 1057 Vinyl Low-E windows 79.0 X 0.3100 X 43 — 1,053 lL� X X 43 = 1,281 Vinyl Low-E windows 28.0 x 0.3100 x 43 = 373 X x X x X X = _ x X x x = - x x = x x - x x = x x = x x = x x = x x = x x = x x = x x = x x = x x = x x = x x - x x -- x x - x x - x x = x __ x = x _ x = x x = x x = x x x x Items shown with an asterisk(f'J denote conduction through an interior surface to another room. page Total: 14 857 Infiltration:! 1.00 x 1.047 x 1 600 x 8.00 x 0.523 160] x 43 = f 5.021 schedule Air Sensible Area Ceiling Height ACH GT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 19,878 EnergyPro 4.3 by EnergysoR User Number;3162 Job Number: ABC Page 10 of 11 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date ABC INVESTMENTS 5/4/2007 Room Information Desi n Conditions Room Name: WHOLE HOUSE Outdoor Dry Bulb Temperature: 100oF Floor Area: 1,600 sf Outdoor Web Bulb Temperature: 720E Indoor Dry Bulb Temperature: 78 of Outdoor Daily Range: 370E Opaque Surfaces Orientation Area U-Factor CLTD 1 Btu/hr R-30 Roof R.30.2x12.16 S 1,600.0 X 0.0360 X 47.0 = 2,707 R-13 Wall .13.2x4.16 N 264.0 X 0.1020 X 13.0 = 350 R-13 Wall W.13.2x4.16 E 288.0 X 0.1020 X 23.0 = 676 R-13 Wall W.13.2x4.16 S 241.0 X 0.1020 X 16.0 = 393 R-13 Wall W.13.2x4.16 W 292.0 X 0.1020 X 23.0 = 685 X x x x = x x = x x - x x = x x = x x L. . Items shown with an asterisk{*)denote conduction through an interior surface to another room. Page Total 4 811 1.Cooling Load Temperature Difference(CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr WINDOW N 0.0 X 14.1 + 56.0 X 14.11 = 790 Window E 0.0 x 14.1 + 32.0 X 29.9 = 955 Window S 0.0 X 14.1 + 79.0 X 15.4 = 1,219 Window 0.0 X 14.1 + 28.0 X 29.9 = 836 X + X = X + Ix = x + X = X + X X + Pill X X + X = X + X = Page Total 3 801 Internal Gain Btu/hr Occu ants 4 x Occupants X 230 Btuh/occ. = 920 P p Equipment 1 X Dwelling Units X 1 1,6001 Watts/sgft = 1,600 Infiltration: 1.047 x 0 99 x 112 90 x �� - 2 5fi9 Air Sensible CFM ELA nsT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13701 Latent Gain Btulhr Occu ants F 41 X Occupants X 200 Btuh/occ. = 800 Infiltration: 4695 x 0.99 x 112.90 x o.000so - 316 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,116 EnergyPro 4.3 by EnergySoft User Number:3162 Job Number: ABC Page 11 of t1 TITLE 24 REPORT Title 24 Report for: ABC INVESTMENTS UNIT B 412, 414 AND 416 LANGSTAFF STREET LAKE ELSINORE, CA Project Designer: AL AGUIRRE & ASSOCIATES INC 2222 KANSAS AVE SUITE D RIVERSIDE, CA 92507 951-684-4222 Report Prepared By: AL AGUIRRE Al Aguirre & Associates, Inc 2222 Kansas Avenue, Suite "D" Riverside, CA 92507 (909) 684-4222 Job Number: ABC Date: i 5/4/2007 i i The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. + This program developed by EnergySoft,LLC-www.energysof.com. EnergyPro 4.3 by EnergySoft Job Number:A6C User Number:3162 I { TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 6 HVAC System Heating and Cooling Loads Summary 8 Room Load Summary 9 Room Heating Peak Loads 10 Room Cooling Peak Loads 11 i i ! EnergyPro 4.3 by EnergySofl Job Number: ABC User Number:3162 '1 . a Certificate Of Compliance : Residential (Part 1 of 3) CF-1 R ABC INVESTMENTS l INIT R _. „ .. 51412nm Project Title Date-412 - Project Address Building Permit# Documentation Author Tel Inn 684-4222 Plan Check/Date Telephone En]PgVPra 10 Field Check/Date Compli ceMethod _ _ Climate Zone TDV Standard Proposed Compliance (kBtulsf-yr) Design Design Margin Space Heating 8.75 7.47 1.27 Space Cooling 33.37 35.20 -1.83 Pans 5.60 5.84 -0.23 Domestic Hot Water 23.13 22.11 1.02 Pumps 0.00 0.00 0.00 Totals 70-85 70.62 0.23 Percent better than Standard: 0.3% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRE Building Type: 5C—i Single Family ❑Addition Total Conditioned Floor Area: 805 ft2 Multi Family ❑Existing +Add/Alt Existing Floor Area: n/a ft2 Building Front Orientation: (>_) 90 deg Raised Floor Area: 805 ft2 Fuel Type: Natural Gas Slab on Grade Area: 0 ft2 Fenestration: Average Ceiling Height: 8.0 ft Area: 96 ft2 Avg. U: 0.31 Number of Dwelling Units: 1.00 Ratio: 12.0% Avg. SHGC: 0.37 Number of Stories: 1 BUILDING ZONE INFORMATION #of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. 'Area Inn nl F Hnl ICF _ 80 6 44n 1 nn r.nnditinni d _Sethank �ala OPAQUE SURFACES Insulation Act. Gains Condition Type Frame Area U-Fac. Cav- Cont- Azm. Tilt Y/ N Status JA IV Reference Location /Comments Flnnr IL1LOod— sn.=. n ncg RR-n r, 0_ 18n f❑l LXNEW—_— 71-A4 9 W�QI F La SF R�aof Wnnd 8G5 -,03E 1- R-Q�, flQ�2 l�o v�! ❑New 09-AC) F H011 E via[I WoQrl 17.3 n 1n? ;:--o R-p r1 0 9Q ❑Ne,& 0a-A3 WHOLE HOLISF �f/all 1 LOgC -;;n'1 n 1n7 _-.R-4_n_ gn 90 ffvv ❑NP& WHOLE HOUSE -Wall—Wood— 17=-- n iog - R-n 4 ---1$0- q � ❑Nemr 49-A3 \tHOI F Hn[JSF- -WaJl—Wood__—_ 252 Q_1 D2 - � R_n n �70 mil] ❑New 09 WHOLE H O l I S F ❑ ❑ ❑ ❑ ❑ ❑ - ❑ ❑ El E ❑ ❑ ❑ ❑ ❑ Run Initiation Time: 05104107 14:50:06 Run Code: 1178315406 EnergyPro 4.3 by EnergySon User Number:3162 Job Number: ABC Page;3 of 11 n ': Certificate Of Com liance : Residential Part 2 of 3 CF-1 R ABC INVESTMENTS UNIT B 5/4/2007 Project Title Date FENESTRATION SURFACES True Cond. Location/ # Type Area U-Factor' SHGCz Azm. Tilt Stat. Glazing Type Comments J_ Window Riaht (N) so _n:11 n NFRr' Q 3 -NFRC g_- 9L New— vinyl I ow=E windnwS_ WHQ[F HO(],^ZF 2 Window Front E 65.0 0.310 NFRC 037 NFRC 90 90 New Vinyl Low-E windows WHOLE HOUSE 3 Window Left fs) 7.5 0.310 NFRC 037 NFRC 180 90 New Vinyl l,ow—EE windows WHOLE HOUSE 4 Window Rear fWi 16.0 0.310 NFRC 0.37 NFRC 270 90 New Vinyl Law-E windows WHOLE HOUSE 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin_ # Exterior Shade Tv e SHGC Hgt. Wd. Len, Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 1 Woven Sunscreen 0.30 2 Woven Sunscreen 0.30 3 Woven Sunscreen 0.30 4 Woven Sunscreen 0.30 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond,R-Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R-Val. Location JA IV Reference Status Comments Run Initiation Time: 05104/07 14:50:06 Run Code: 1178315406 EnergyPro 4.3 by EnergySoft User Number:3162 Job Number, ABC _ -` Page_4 of 11 Certificate Of Compliance : Residential Part 3 of 3 CF-1 R ABC INVESTMENTS UNIT B 5/4/2007 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type WHOLE HOUSE Central Furnace 81%AFUE Packaged Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R-Value Status _ Tested? WHOLE HOUSE Ducted Ducted Attic 6.5 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater #in Input Cap. Condition Factor Standby R-Value System Name Type Distribution Syst. (Btulhr) (gal) _Status or RE Loss (%) Ext. - 50 GALLON WATER HEATER Small Gas No Pipe Insulation 1 __43,000 50 New 0.60 n/a n/a Multi-Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations,and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design,duct sealing,verification of refrigerant charge and TXVs,insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business& Professions Code) Documentation Author Name: Name: AL AGUIRRE Title/Firm: AL AGUIRRE&ASSOCIATES INC Title/Firm: Al Aguirre&Associates. Inc Address: 2222 KANSAS AVE SUITE D Address: 2222 Kansas Avenue,Suite"D" RIVERSIDE.CA 9250A Riverside,CA_92507 Telephone: 951-684-4222 Lic.# Telephone: 0 684-422 _ (signature) (date) (signature) (date) Enforcement Agency Name: Title/Firm: Address: STAMP Telephone: (signature) (date) Run Initiation Time: 05/04/07 14150@06 Run Code: 1178315406 71 EnergyPro 4.3 by EnergySoft User Number:3162 Job Number: ABC _ Page:5 of 11 Mandatory Measures Summary: Residential (Page 1 of 2) MF-1 R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk(')below. When this checklist is incorporated into the permit documents,the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Check or initial applicable boxes or check NA if not applicable and included with the ENF011 permit application documentation. NIA DESIGNER MENT Building Envelope Measures •§ 150(a): Minimum R-19 in woad ceiling insulation of equivalent U-factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturers labeled R-Value: ❑ ❑X ❑ �§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent V-factor in metal frame walls(does not ❑ ❑X ❑ apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U-factor. ❑ ❑ ❑ § 150(e): Installation of Fireplaces,Decorative Gas Appliances and Gas Logs 1.Masonry and factory-built fireplaces have: a, closable metal or glass door covering the entire opening of the firebox ❑ ❑ b, outside air intake with damper and control,flue damper and control ❑ Q ❑ 2.No continuous burning gas pilot lights allowed, ❑ Q ❑ § 150(0: Air retarding wrap installed to comply with§151 meets requirements specified in the AGM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only, ❑ ❑ ❑ § 150(I): Slab edge insulation-water absorption rate for the insulation alone without facings no greater than 0.3%,water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ ❑X ❑ CF-6R Farm, § 116-17: Fenestration Products,Exterior Doors,and fnfiltration/Exhitration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑X ❑ 2. Fenestration products(except Feld fabricated)have label with certified U-Factor,certified Solar Heat Gain ❑ ❑X El (SHGC),and infiltration certification_ 3. Exterior doors and windows weatherstripped.all joints and penetrations caulked and sealed ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13. HVAC equipment,water healers,shcwerheads and faucets certified by the Energy Commission ❑ ❑x ❑ § 150(h):Heating and/or cooling loads calculated in accordance with ASHRAE,SMACNA or ACCA. ❑ L ❑ § 150(i): Setback thermostat on all applicable healing and/or cooling systems, ❑ ❑X 01 § 150Q)' Water system pipe and tank insulation and cooling systems line insulation. 1.Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ E ❑ having an installed thermal resistance of R-12 or greater. 2.Back-up tanks for solar systems,unfired storage tanks,or other indirect hot water tanks have R-12 external ❑ ❑ ❑ insuiation or R-15 internal insulation and indicated on the exterior of the tank showing the R-Value 3.The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness, 1.First 5 feet of hot and cold water pipes closest to water heater tank,non-recirculating systems,and entire ❑ X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 1508, 2,Cooling system piping(suction,chilled water,or brine lines),piping insulated between heating source and ❑ ❑ ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4.Steam hydrenic heating systems or hot water systems>15 psi,meet requirements of Table 123-A ❑ ❑ L 5.Insulation must be protected from damage,including that due to sunlight,moisture,equipment maintenance, ❑ 21 ❑ i and wind. 6_Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ entirely in conditioned space. 7.Solar water-heating systemslcollectors are certified by the Solar Rating and Certification Corporation, ❑ 0 ❑ EnergyPro 4.3'by Energy5oft User Number;3162 Job Number: ABC Page.6 of t 1 1 __ tt Mandatory Measures Summary: Residential (Page 2 of 2) MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk(')below, When this checklist is incorporated into the permit documents,the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. ENFORCE- DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE- applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1.All ducts and plenums installed,sealed and insulated to meet the requirements of the CMC Sections 601,602,603,604, ❑ ❑X ❑ 605,and Standard 6-5;supply-air and return-air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic,tape or other dud-closure system that meets the applicable requirements of UL 181,UL 181A,or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch,the combination of mastic and either mesh or tape shall be used. 2.Building cavities,support platforms for air handlers,and plenums defined or constructed with materials other than ❑ ❑ ❑ sealed sheet metal,duct board or flexible dud shall not be used for conveying conditioned air.Building cavities and support platforms may contain ducts.Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3.Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ ® ❑ duct tapes unless such tape is used in combination with mastic and draw bands. ❑ ® ❑ 4.Exhaust fan systems have back draft or automatic dampers. 5.Gravity ventilating systems serving conditioned space have either automatic or readily accessible,manually operating ❑ © ❑ dampers. 6.Protection of Insulation.Insulation shall be protected from damage,including that due to sunlight,moisture,equipment ❑ © ❑ maintenance,and wind.Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. El ❑ ❑ 7. Flexible ducts cannot have porous inner cores. § 114: Pool and Spa Heating Systems and Equipment 1.A thermal efficiency that complies with the Appliance Efficiency Regulations,on-off switch mounted outside of the ❑ ❑ ❑ heater,weatherproof operating instructions,no electric resistance heating and no pilot light. 2.System is installed with: El ❑ a.At least 36"of pipe between filter and heater for future solar healing. b.Cover for outdoor pools or outdoor spas. ❑ ❑ 3.Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115:Gas fired fan-type central fumaces,pool heaters,spa heaters or household cooking appliances have no continuously ❑ ❑ ❑ burning pilot light. (Exception:Non-electrical cooking appliances with pilot<150 Btulhr) § 118(i):Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures j § 150(k)l:HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID:contain only high efficacy lamps as outlined in Table ❑ © ❑ 150-C,and do not contain a medium screw base socket(E241E26), Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)l:HIGH EFFICACY LUMINAIRES-OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ ❑X ❑ luminaire has factory installed HID ballast. § 150(k)2:Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50%of the Wattage,as determined ❑ n ❑ in Section 130(c),of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, i provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. � § 150(k)3:Permanently installed luminaires in bathrooms,garages,laundry rooms,utility rooms shall be high efficacy luminaires. ❑ 1XI OR are controlled by an occupant sensor(s)certfied to comply with Section 119(d). § 150(k)4:Permanently installed luminaires located other than in kichens,bathrooms,garages,laundry rooms,and utility rooms ❑ ❑ shall be high efficacy luminaires(except closets less than 70 ft)OR are controlled by a dimmer switch OR are ox controlled by an occupant sensor that complies with Section 119(d)that does not turn on automatically or have an always on option. X § 150(k)5:Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover(IC)and are El 01 certified to ASTM E283 and labeled as air tight(AT)to less than 2.0 CFM at 75 Pascals. § 150(k)6:Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ 0 L i same lot shall be high efficacy luminaires(not including lighting around swimming pools/water features or other Article 680 locations)OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7:Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130,132,and 147. ❑ ❑ ❑ ? Lighting for packing garages for 8 or more vehicles shall have lighting that complies with Section 130,131,and 146. § 150(k)8:Permanently installed fighting in the enclosed,non-dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s)certified to comply with Section 119(d). EnergyPro 4.3 by EnergySoft User Number:3162 Job Number:ABC Page:7 of 11 LHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE ABC INVESTMENTS UNIT B 5/4/2007 SYSTEM NAME FLOOR AREA WHOLE HOUSE 805 ENGINEERING CHECKS SYSTEM LOAD 771 Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM ISensiblel Latent CFM Sensible Output per System 74,000 Total Room Loads 767 9,874 959 277 10,262 Total Output(Btuh) 74.000 Return Vented Lighting 0 Output(Stuh/sgft) 91.91 Return Air Ducts 1,221 1,133 Cooling System Return Fan 0 0 output per System 48,400 Ventilation 1 0 0 0 1 0 0 Total Output(Btuh) 48,400 Supply Fan 2,487 2,487 Total Output(Tons) 4.0 Supply Air Ducts 1,221 1,133 Total Output(Btuhlsgft) 60.1 TOTAL SYSTEM LOAD 1 14802 959 10 042 Total Output(sgft/Ton) 199.6 Air System 1HVAC EQUIPMENT SELECTION CFM per System 2,000 Carrier 48HJM005---5/6 30.660 16,784 74,000 Airflow(cfm) 2,000 Airflow(cfmisgft) 2.48 k Airflow(cfm/Ton) 495.9 i Total Adjusted System Output 30,660 16,784 74,000 Outside Air(%) 0.0 (Adjusted for Peak Design Conditions) Outside Air(cfmisgft) 0.00 TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 27.0oF 69.50F 104.8OF 106.0OF (� Supply Air Ducts Outside Air 0 cfm 105.4 of Heating Coil Supply Fan 2000 cfm R O O M S 70.0 OF 69.5 of , Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak I 98.9/71.9of 78.6/67.0OF 63.9/61.6of 65.1 /62.1of Outside Air Q... Supply Air Ducts 0 cfm Cooling Coil Supply Fan 65.7162.3 of 2000cfm 55.1% R.H. ROOMS 78.0166.4 of 78.6/66.6 OF Return Air Ducts EnergyPro 4.3 by EnergySoft User Number:3162 Job Number: ABC Page.B of t t [ROOM LOAD SUMMARY PROJECT NAME I DATE ABC INVESTMENTS UNIT B 5/4/2007 SYSTEM NAME FLOOR AREA WHOLE HOUSE 805 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG.PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIB El LATENT CFM SENSIBLE WHOLE HOUSE WHOLE HOUSE 1 767 9,874 959 767 9,874 959 277 10,262 I I I I I I I I � ! I I I � I I II l I I I I I 1 I i I i I i II I 1 II I I I II PAGE TOTAL 7671 9,874 959, 277 1a,2621 TOTAL 1 767 9,874 959 277 10,262 EnergyPro By EnergySoft User Number:User Job Number:ABC Page:9 of 11 ROOM HEATING PEAK LOADS Project Title Date ABC INVESTMENTS UNIT B 5/4/2007 Room Information Desicin Conditions Room Name WHOLE HOUSE Time of Peak Jan 12 am Floor Area 805 Outdoor Dry Bulb Temperature 27OF Indoor Dry Bulb Temperature 70OF Conduction Area U-Value AT of Btulhr SECOND FLOOR R-19 805.0 X 0.0480 X 43 = 1,662 R-30 Roof R.30.2x12.15 805.0 x 0.0360 x 43 = 1,246 176.0 X 0.1020 X 43 = 772 Vinyl Low-E windows 8.0 x 0.3100 x 43 = 107 203.0 X 0.1020 X 43 = 890 V n I Low-E Low— windows 65.0 X 0,3100 X 43 = 866 176.5 X 0.10201 X 43 = 774. Vinyl Low-E windows 7.5 x 0.3100 X 43 — 100 X 01020, X 43 = 1105 Vinyl o in ows 16.0 X 031001 X 43 213 x x X X = X X = X X = X X X X = X X = X X = X X = X X X X X X = X X X X = I X X = X X = X X X X _ X X — X X X X X X _ x X = I X X _ X X X X = i x X — X X = x X = Items shown with an asterisk(')denote conduction through an interior surface to another room. Page Total: 7 736 Infiltration: 1.0o x 1.047 x Area8o5 x 8.04 x 0.523 1 60] x 43 = 2 526' Schedule Air Sensible Ceiling Height ACH L1T Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 10.262 EnergyPro 4.3 by Energysoft User Number:3162 Job Number: ABC Page:1I1 of 11 LRESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date ABC INVESTMENTS UNIT B 15/4/2007 Room Information Desi n Conditions Room Name: WHOLE HOUSE Outdoor Dry Bulb Temperature: 100oF Floor Area: 805 sf Outdoor Web Bulb Temperature: 720F Indoor Dry Bulb Temperature: 78 of Outdoor Daily Range: 370F Opaque Surfaces Orientation Area U-Factor CLTD 1 Btu/hr SECOND FLOOR R-19 805.0 X 0.0480 X 12.6 = 464 R-30 Roof R.30.2x12.16 5 805.0 X 0.0360 X 47.0 = 1,362 R-13 Wall .13.2x4.16 N 176.0 x 0A020 X 13,01 = 233 R-13 Wall 1/11.13.2x4.16 E 203.0 X 0.1020 X 23.0 = 476 R-13 Wall W.13.2x4.16 S 176.5 x 0.1020 X 16.0 = 288 R-13 Wall W,13.2x4.16 252.0 X 0.1020 X 23.0 = 591 x x x x = x x = x x = x x = x x - Items shown with an asterisk(')denote conduction through an interior surface to another room. Page Total 3 415 1.Cooling Load Temperature Difference(CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr WINDOW N 0.01 X 14.1 + 8.0 X 14,1 = 113 Window E 0.0 x 14.1 + 65.01 X 29.9 = 1,941 Window S 0.0 X 14.1 + 7.5 X 15.4 = 116 Window 0.0 X 14.1 + 16.0 X 29.9 = 478 X + X = X + X X + X I = X + X = X + X = x + X = Page Total 2 647 Internal Gain Btu/hr Occupants X Occupants x 230 Btuhlocc. = 920 E uiQment Pil X Dwelling Units X 1 1,6001 Watts/sgft = 1 600I Infiltration: 1 047 x �0 9 x 56.80 x 22 Air Sensible cFM ELA Z�,T TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 9.874 Latent Gain Btu/hr Occu ants l 4l X Occupants X 2001 Btu h/occ. 86 Infiltration: 4 695 x 0.99 x 56.80 X 0.00060 = 159 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 959 EnergyPro 4.3 by EnergySofl User Number:3162 Job Number: ABC Pa e,11 of 11 AP .......................... ............. .......... ............................................................................................................... `7wW77wA777wAd� A: FrA c* ► IA �I I) w �,I� NAZCO ►II GEOTECHNICAL ENGINEERING ENGINEERING CERTIFICATION OF COMPLIANCE ► AND REGULATORY COMPLIANCE LETTERS FOR COMPACTED EARTH ► PROJECT NUMBER: ZN-092007 DATE: September 20, 2007 !I I� 1013 SITE LOCATION: �12-414-416 Langstaff St. Lake Elsinore, CA 92530 II APN: 374-061-003 & 004 & 005 PREPARED FOR: iiEYLER CONSULTING Att: Steve Beyler 1757 Galloway Ln. Corona, CA 92881 �, i Ph: (951) 273-0922 Fax:(951) 273-0922 c/p:(951) 858-6375 25091 E. 5" ST ► SAN BERNARDINO, CA 92410 II 1-800-976-6550 K 909-888-5911 FAX.- 909-889-4860 .......... NAZCO GEOTECHNICAL ENGINEERING GROUP PROJECT # ZN-092007 ENGINEERING CERTIFICATION OF COMPLIANCE FOR COMPACTED EARTH FILLS CITY: CITY OF LAKE ELSINORE / BUILDING AND SAFETY RE: 412-41.4-4.16 LANGSTAFF ST. LAKE ELSINORE, CA 92530 SOIL TESTING AGENCY: NAZCO GEOTECHNICAL PROPERTY OWNER'S NAME: STEVE BEYLER OWNER'S ADDRESS: 1757 GALLOWAY LN. CORONA, CA 92881 DATE WORK STARTED ON PROJECT: AUGUST 29, 2007 DATE WORK WAS COMPLETED: SEPTEMBER 12, 2007 DATE OF THIS CERTIFICATE: SEPTEMBER 20, 2007 TO THE SUPERINTENDENT OF BUILDING: r,�, I hereby certify that I have personally inspected and test�he placing of compacted earth fill on the above described property, and on the basis of these inspections and tests it is my opinion that the same was placed in conformity with the requirements of the CITY of LAKE ELSINORE Code. QRpFESSlpNq`� • GERALD A. LUNT , R.P.E. GERALDy Senior Project Engineer A. LUNT . 14031 California Certificate Number : C 14031 P —31,_ 9 CIVIL ZEKAI NAZIKOGLU, Ph.D. �r• 1a qlF OF CAl�'�Q�� Geologist and Geophysicist Nazcc ce®technical lEna. Project No. o Date s. 66011 (DIINAL'19 • NAZCO GEOTECHNICAL ENGINEERING GROUP PROJECT # ZN-092007 REGULATORY COMPLIANCE All cuts, fills or processing of the original ground under the purview of this report have been completed under the inspection and with selective testing by NAZCO s GEOTECHNICAL ENGINEERING GROUP and are found to be in compliance with the Grading code of the local agency. The completed work has been reviewed and is considered adequate for the construction now planned. Our findings and recommendations are prepared in conformance with generally accepted engineering practices. No further warranties are implied nor made. All construction and other site work applied on the subject project after, by the contractor, sub-contractors, or future owners, etc., and results thereof are the sole responsibility of these parties. QRpFESSlpN A This report is subject to review by the controlling authorities for ct. This �Fy ALD opportunity to have been of service is sincerely appreciated. If t re and%UNItions ?n regarding this matter, please contact this office. No. 14031 * Exp. 3 Respectfully submitted, �J CIVIL ,� Q qlE OF CA11�4��` Zekai Nazikoglu, Ph.D. Gerald A. Lunt, P.E. Geologist and Geophysicist Senior Project Engineer kazcc Cectechnicag Eno. PrJect No. _ `try o� Date 71 " - 66Y�A PERMI I IFOMWM BAP AP R ENGINEERING S. F. RESIDENCE FOR: TDK INVESTMENTS 412 LANGSTAFF ST. LAKE ELSINORE, CA ARCH: STEVE BEYLER DATE: 3/24/2007 JOB NO. 07-353 QPOFESS/pti M1N C. ADp�•2c w Na.C065593 r' m Cr EKp.9-30-07 `s'TgT CIVIL �P AP ROVED P IT ISSUANCE KAS&ASSOCIATES, INC. BY -�� DATES These p ns f7ave een reviewed f adherence to the applicable codes and ordinance. Authorization Is <. hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. '14584 BASELINE AVE, STE 300-399 FONTANA. CA 92336 TEL. (909) 215-5071 FAX (909) 697-2005 BCP ENGINEERING 14584 BASELINE AVE STE 300-399 FONTANA,CA 92336 TEL.(909)215-5071 FAX(814)253-3631 PROJECT OWNER: A6G INVESTMENTS LOADINGS: - - -- ROOFING: _ _ _D_E__SI_GN CRITERIA: Roofing material = 11.0 PSF - 1997 UBC Sheathing _ - 1.5 _PSF Conc. Fc' = 2500 PSI Framing for roof _PS_F__-_ ___- - �_(No Special Inspection) Insulation_ - _ 0.5 PSF_ _ - Steel Grade_= Grade 40 _ Framing_for cl'gAllowable Soil Bearing Cap, Finish, 112"dw = -----2-5-- SF- -PS -�---�-� 1,000 psf- - - - -- - F - - - --- Mech,Elect,Misc = 1.0 PSF Wind Speed = 70 mph Allowance = 0.0 PSF - - -` - Adjust For slope - = 1.0 PSF----------------------- - -p�- - -- 20.0 - - - LL -- - -?-16_0 -PSF - ---------------------- - 36.0 PSF - . EXTERIOR WALL: -----_-�� - _i-� ---- FLOOR LOAD: -----"__._.-- _--•- - Stucco _- _10.0_ PSF- ---_ -- Finish - _- --_-- = 2.5 PSF Plywood - - _ 1.1 _PSF - Sheathing 23/3_ 2" pw = 2.25 PSF - - -Gyp- - _ -2-2 - - - PSF _-_Framing- 3.2 PSF Framing 1.3 PSF- -_ Insulation _ - 0,5 PSF Insulation = 1.4 PSF - _ Finish, 1/2"dw 2.5 PSF Misc - _ 0.0 PSF - Mech,Elect,Misc = 0.5 PSF ----------------------- - Allowance - = 0.55 PSF - - - - DL _ - _ -- - 12.0 PSF LL = 40.0 PSF INTERIOR WALL: ---------------------- = 2 sides gyp = 4.4 PSF TL 52.0 PSF Framing = 1.2 PSF Insulation = 1.4 PSF Plywood 3/8" = 1.1 PSF Misc = 1.9 PSF ----------------------- TL 10.0 PSF BCP ENGINEERING 14584 BASELINE AVE, STE 300-399 FONTANA, CA 92336 TEL. (909)215-5071 FAX (814}253-3631 BM #1 FL. BM. @ GARAGE LENGTH = 11.25' D,L. = 2`20+1`12+8'10+20 = 152 PLF L.L. = 2*16+1'40 = 72 PLF USE 3.125 X 12.Q LVL BM #2 FL. BM. @ GARAGE LENGTH = 1T25' D.L. = 12*20+1'12+8`10+20 = 352 PLF L,L. = 12'16+1'40 = 232 PLF BM #3 DRP.BM. @ BREEZE WAY USE 3.125 X 16.0 LVL LENGTH = 10.75' D.L. = 12*20+20 = 260 PLF L.L. = 12*16 = 192 PLF BM #4 HDR. @ LIVING ROOM USE 3.125 X 12.0 LVL LENGTH = 6.25' D.L. = 23*20+20 = 480 PLF L.L. = 23`16 = 368 PLF USE 2-2X10 SPF#1 BCP ENGINEERING 14584 BASELINE AVE, STE 300-399 FONTANA,CA 92336 TEL, (909)215-5071 FAX (814)253-3631 GRAVITY AND SEISMIC LOADING LATERAL = 1.213 + 0.51- + 2.8E BM #1 FL. BM. @ GARAGE LENGTH = 11.25' D L. = 1.2*(2*20+1*12+8*10+20) = 182 PLF L.L. = 0.5*1*40 = 20 PLF PS,L. = PRESSURE FIR SW#4 (2.8*1444) = 4043 LB X = 7.5' P&L. = UPLIFT FR SW#4 = 1444 LB X = 3' USE 3.125 X 12.0 LVL : 580006 Timber Beam & Joist Page Description BEAM# 1,2,3,4,5 Timber Member Information ;ode Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000. Base allowables are user defined BM#1 BM#2 BM#3 BM#4 Timber Section 3.125X12 LVL 3.125X16 LVL 3.125X12 LVL 2-2x10 Beam Width in 3.125 3,125 3,125 3.000 Beam Depth in 12.000 16,000 12.000 9.250 Le: Unbraced Length ft 0,00 0.00 0.00 0.00 Timber Grade Westlam, Wesdam, Westlam, Spruce-Pine- Stnxtural Lumber Structural Lumber Structural Lumber Fir,No.1 Fb-Basic Allow psi 3,568.0 3,568.0 3,568.0 900.0 Fv-Basic Allow psi 188.0 i88.0 188.0 125.0 Elastic Modulus ksi 1,493.8 1,493.8 1,493.8 1,300.0 Load Duration Factor 1,000 1.000 1.250 1.250 Member Type Manuf/Pine Manuf/Pine Manuf/Pine Sawn Repetitive Status No No No No Center Span Data Span ft 11.25 17,25 10.75 6.25 Dead Load #/ft 52.00 352.00 260.00 480.00 Live Load #/ft 2.00 232.00 192.00 368.00 Results Ratio= 0. 209 0.6816 0.3374 0.9385 Mmax @ Center in-k 4 .52 260.66 78,35 49.69 @ X= ft .62 8.62 5.37 3.12 fb:Actual psi 5 7.0 1,955.0 1,044.7 1,161.4 Fb:Allowable psi ,5 8.0 3,568.0 4,460.0 1,237.5 Be di K Bending OK Bending OK Sending OK iv:Actual psi 41.5 128.1 79.3 108.9 Fv:Allowable psi 88.0 188.0 235.0 156.3 Sh r OK Shear OK Shear OK Shear OK Reactions @ Left End OL Ibs P55.00 3,036.00 1,397.50 1,500.00 LL Ibs 05.00 2,001.00 1,032.00 1,150.00 Max. DL+LL Ibs 1 260.00 5,037.00 2,429.50 2,650.00 @ Right End DL Ibs 855.00 3,036.00 1,397,50 1,500.00 LL Ibs 405.00 2,001.00 1,032.00 1,150.00 Max. DL+LL Ibs 1,260.00 5,037.00 2,429.50 2,650,00 Deflections OatioOK Deflection OK Deflection OK Deflection OK Center DL Defl in -0.081 -0.440 -0.116 -0.064 UDefl Ratio 1,656.6 470.4 1,110.0 1,170.7 Center LL DO in -0,039 -0.290 -0,086 -0.049 UDefl Ratio 3,497.3 713.6 1,503.1 1,527.0 Center Total Defl in -0,120 -0.730 -0,202 -0.113 Location ft 5.625 8.625 5.375 3.125 UDefl Ratio 1,124.1 283.5 638.5 662.6 1. 1 Rev: 580006 Timber Beam & Joist Page Description BEAM# 1 GRAVITY AND SEISMIC LOADING Timber Member Information :ode Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000. Base allowables are user defined BM#1 Timber Section 3.125X12 LVL Beam Width in 3,125 Beam Depth in 12,000 Le: Unbraced Length ft 0.00 Timber Grade Westlam, Structural Lumber Fb-Basic Allow psi 3,568.0 Fv-Basic Allow psi 188.0 Elastic Modulus ksi 1,493.8 Load Duration Factor 1.700 Member Type Manuf/Pine Repetitive Status No Center Span Data Span ft 11.25 Dead Load #/ft 182.00 Live Load #/ft 20.00 Point#1 DL Ibs 4,043.00 LL Ibs @ X ft 7.500 Point#2 DL Ibs -1,444.00 LL Ibs @ X ft 3.000 Results Ratio= 0.4063 Mmax @ Center in-k 137.57 @ X= ft 7.51 fb:Actual psi 1,834.2 Fb:Allowable psi 6,065.E Bending OK fv:Actual psi 129.9 Fv:Allowable psi 319.6 Shear OK Reactions @ Left End DL Ibs 1,312.48 LL Ibs 112.50 Max. DL+LL Ibs 1,424.98 @ Right End DL tbs 3,334.02 LL Ibs 112.50 Max. DL+LL Ibs 3,446.52 Deflections Ratio OK Center DL Defl in -0.285 L/Defl Ratio 474.0 Center LL Defl in -0.011 L/Defl Ratio 12,590.2 Center Total Defl in -0.295 Location ft 6.210 L/Defl Ratio 457.1 i 0-33-. OME IZ� "�• IM -'�'�i ' �l�u ^S�II� IIIII 1111 .� • �� � �r .•� •�•`u� ■ Jai .�.��/,�I /,�• � � BCP ENGINEERING LATERAL_ CALCS - SECTION 1 (TWO STORY SECTION) VARIABLES: CALCULATE ROOF WEIGHT"WR" Roof; Roof DL= 20 PSF Roof=DL*Roof Area = 18660.0 LB Roof Area= 933 SF Ext Wall=Wt*L*H/2 = 6147.2 LB Ext Wall Wt= 16 PSF Int Wall=Wt*L*H/2 = 2600.0 LB Ext Wall L= 96.1 FT Parapet=Wt*L*H = &0 LB Ext Wall Ht= 8 FT Int Wall Wt= 10 PSF WR = 27407.2 LB Int Waif L= 65 FT Int Wall Ht= 8 FT Parapet Wt= 0 PSF CALCULATE FLOOR WEIGHT"W2" Parapet L= 0 FT Parapet Ht= 0 FT Floor=DL*Floor Area = 9156.0 LB Second Floor; Ext Wall=Wt*L*H/2+WallAbove - 9873.6 LB Floor DL= 12 PSF Int Wall=Wt*L*H/2+WallAbove = 4360.0 LB Floor Area= 763 SF Low Roof=DL*Area = 0.0 LB Ext Wall Wt= 16 PSF Ext Wall Under Low Roof=Wt*L*H/2 = 0.0 LB Ext Wall L= 58.2 FT Int Wall Under Low Roof=Wt*L*H/2 = 0.0 LB Ext Wall Ht= 8 FT Int Wall Wt= 10 PSF W2 - 23389.6 LB Int Wall L= 44 FT Int Wall Ht= 8 FT Lower Roof Area= 0 SF W = WR + W2 = 50796.8 LB Lower Roof DL= 0 PSF Length of Ext Wall under Lower Roof= 0 FT Length of Interior Wall 6.0 FT under Lower Roof= 0 FT Height of Ext, Int Walls= 0 FT 8.5 FT CALCULATE BASE SHEAR "V" 8.5 FT VARIABLES- Ca=0.44*Na = 0.48 Z= 0A Cv=0.56*Nv = 0.74 1= 1 T=Ct*(Hn)^0.75 = 0.18 SEC R= 5.5 V=Cv*I*W/(R*T) = 37793.6 LB WR= 27407.2 LB Max V=2.5*Ca*I*W/R = 11175.3 LB W2= 23389.6 LB Min V=0.11*Ca*I*W = 2704.4 LB W= 50796.8 LB In Zone 4; Na= 1 10 Min V=0.8*Z*Nv*I*W/R = 3930.7 LB Nv= 1.33 Strength Level "V" = 11175.3 LB Ct= 0.020 Working Stress V=Strength V/1.4 - 7982.4 LB Hn= 19.0 FT Seismic Factor=Work in Stress V/W = 0.157 14584 BASELINE AVE, STE 300-399 FONTANA, CA 92336 TEL. (909) 215-5071 FAX (909) 697-2005 VERTICAL DISTRIBUTION OF LATERAL LOAD - --SECTION I l VARIABLES: V = 7982.4 LBS Fr=V*Wr*Hr/(Wr*Hr+W2*H2) = 5595.0 LBS Wr = 27407.2 LBS W2 = 23389.6 LBS F2=V*W2*H2/(Wr*Hr+W2*H2) - 2387.4 LBS Hr = 17.0 FT H2 = 8.5 FT LATERAL LOAD PER UNIT AREA OF HORIZONTAL PROJECTION: --SECTION I VARIABLES: Fr = 5595.0 LBS Fr (PSF)=Fr/Roof Area = 6.0 PSF F2 = 2387.4 LBS Roof Area = 933.0 SF F2 (PSF)=F2/Floor Area = 3.1 PSF Floor Area = 763.0 SF WIND LOAD: P= Ce*Cq*Qs*lw P= 1.166*12.6*1.3*1.0 = 19.1 PSF 14584 BASELINE AVE, STE 300-399 FONTANA, CA 92336 TEL. (909) 215-5071 FAX (909) 697-2005 BCP ENGINEERING LATERAL CALCS - SECTION 2 ONE STORY SECTION VARIABLES: Roof; CALCULATE ROOF WEIGHT "WR" Roof DL= 20.0 PSF Roof Area= 2476.0 SF Roof=DL*Roof Area= 49520 LBS Ext Wall Wt.= 16.0 PSF Ext Wall=Wt.*L*H/2= 10581 LBS Ext Wall L= 165.3 FT Int Wall=Wt.*L*H/2= 7220 LBS Ext Wall Ht= 8.0 FT Parapet=Wt.*L*H= 0 LBS Int Wall Wt= 10.0 PSF -------------- Int Wall L= 180.5 FT WR = 67321 LBS Ink Wall Ht= &0 FT T 10.5 FT 1 8.0 FT CALCULATE BASE SHEAR "V": Ca=0.44*Na = 0.48 VARIABLES: Cv=0,56*Nv = 0.74 Z = 0.4 I = 1.0 T=Ct*(Hn)^0.75 = 0.10 SEC R = 55 V=Cv*I*W/(R*T) = 87723.18 LBS WR = 67321 LBS Max V=2.5*Ca*I*W/R = 14810.58 LBS Na= 1.10 Min V=0.11*Ca*I*W = 3584.16 LBS Nv= 1.33 In Zone 4: Ct= 0.020 Min V=0.8*Z*Nv*I*W/R = 5209.41 LBS Hn= 9.0 FT Strength Level V = 14810.58 LBS Working Stress V=Strength V/1.4 - 10578.98 LBS Seismic Factor=Working Stress V/W = 0.157 LATERAL LOAD PER UNIT AREA OF HORIZONTAL PROJECTION: F1 (PSF)=F1/(Roof Area) = 4.3 PSF WIND ANALYSIS: P = Ce Cq Qs Iw 1.102*1.3*12.6*1.0 = 18.1 PSF 14584 BASELINE AVE, STE 300-399 FONTANA, CA 92336 TEL. (909) 215-5071 FAX (909) 697-2005 SHEARWALL SCHEDULE TYPE WALL SHEATHING SILL PLATE NAILING S.W. (16d SINKER) 7/8" STUCCO OVER BACKED LATH WITH H 16 GAUGE STAPLES 8" O C. AT 6" O,C, ALONG EDGES AND FIELD. SHALL BE APPLIED IN 1 ACCORDANCE WITH ICBO REPORT NUMBER 1318, JULY 1996 WITH 11 GAUGE GALVANIZED WIRE 1 1/2" LEG AND 7/16 CROWN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (180 PLF) 2 3/8" (MIN)APA RATED PLYWOOD (BLOCKED) WITH 8d COMMON _ _ 4_' O.C. NAILS @ 6" O.C. AT EDGES AND 12" O.C. FIELD . . . . . (260 PLF 3 3/8" (MIN)APA RATED PLYWOOD (BLOCKED) WITH 8d COMMON _ 4'' O.C. NAILS @ 4"O.C. AT EDGES AND 12" O.C. FIELD (350 PLF) 4 - 15%32" STRUCTURAL I PLYWOOD (—BLOCKED) WITH 8d COMMON 3" O.C. NAILS 3" O.C. AT EDGES AND 12" O.C. FIELD - - _ _ _ _ _ __ __ _ _ 3/_8" DIAM X8" LAG $ 15/32" STRUCTURAL I_PLYW_O_OD (BLOCKED) WITH_10d COMMON_ BOLTS @ 8" O.C. NAILS @ 3" O.C. AT EDGES AND 12" O.C. FIELD F). . . (640 PLF) (U-N.O.) _ _ _____ ___ _ _ 3/8" DIAM X6" LAG 6 15/32" STRUCTURAL I PLY_W_OOD (BLOCKED) WITH 10d CO_MMO_N_ BOLTS @ 8" O.C. NAILS @ 2" O.0 AT EDGES AND 12" O.C. FIELD (')—. (870 PLF) (L1.N,0.) - - -------- - (*) PROVIDE 3"-NOMINAL OR WIDER- - ----FRAMING—--—--AT---A- - —--DJOINING PANEL EDGES WITH NAILS STAGGERED FOR SHEAR PANEL TYPES 4 5 AND 6_ (`) PROVIDE 3X MUD SILL PLATE WITH NAILS STAGGERED FOR SHEAR PANEL TYPES 4, 5AND6. - - - - - — — _ - - - - - - - RUN PLYWOOD OVER POST AND/OR APPLY PLYWOOD BEFORE BOX-OUT, 14584 BASELINE AVE, STE 300-399 FONTANA, CA 92336 TEL. (909) 215-5071 FAX (909) 697-2005 BCP ENGINEERING 1 SHEARWALL AT GRID 1 Seismic Shear = (17.5"25+13'5)'6 = 3015 LB Seis force/ Length = 188 PLF Wind Shear = (4'5+9"16.5)'19.1 - 3218 LB Wind force/ Length = 201 PLF Diaphragm Length = = 23.0 LF LENGTH (FT) 16.00 HT. (FT) 8 WT. (PLF) 120 "X" (FT) 1.00 UPLIFT (LB) 976 HOLDWN (1) CS16 DRAG (LB) 840 DR DETAIL B` USE TYPE 3 SHEARWALL SHEARWALL AT GRID 2 Seismic Shear = 18"24*6 = 2592 LB Seis force/ Length - 247 PLF Wind Shear = 9`16.5'19.1 = 2836 LB Wind force/ Length = 270 PLF Diaphragm Length = = 22.0 LF LENGTH (FT) 10.50 HT. (FT) 8 WT, (PLF) 120 "X" (FT) 4.00 UPLIFT (LB) 1745 HOLDWN (2) CS16 DRAG (LB) 967 DR DETAIL B` USE TYPE 3 SHEARWALL SHEARWALL AT GRID 3 Seismic Shear = 12`40.5'6 - 2916 LB Seis force/ Length = 243 PLF Wind Shear = (4+9)'0.5'11"19.1 = 1366 LB Wind force/ Length - 114 PLF Diaphragm Len th = = 38.0 LF LENGTH (FT) 12,00 HT. (FT) 8 WT. (PLF) 320 „X" (FT) 5.25 UPLIFT (LB) 216 HOLDWN NO-HOLDOWN DRAG (LB) 1592 DR DETAIL B" USE TYPE 3 SHEARWALL BCP ENGINEERING SHEARWALL AT GRID 4 Seismic Shear = (12*35.5+1*16)*6 = 2652 LB Seis force / Length = 332 PLF Wind Shear = ((9+7,5)*0.5*4+7.5*8)*19.1 = 1776 LB Wind force / Length = 222 PLF Diaphra m Len th = = 33.3 LF LENGTH (FT) 4,00 4.00 HT. (FT) 5 5 WT. (PLF) 120 120 "X" (FT) 0.25 9,25 UPLIFT (LB) 1442 1442 HOLDWN (1) CS16 (1) CS16 DRAG (LB) 987 1595 DR DETAIL B* B. SEE SHEAR WITH OPENING ANALYSIS USE TYPE 3 SHEARWALL SHEARWALL AT GRID 5 Seismic Shear = (5*10.5+6.5*23)*3.1+3015 = 3641 LB Seis force/ Length = 383 PLF Wind Shear = 6.5*9*19.1+3218 = 4335 LB Wind force / Length - 456 PLF Diaphragm Len th = = 23.0 LF LENGTH (FT) 9.50 HT. (FT) 8 WT (PLF) 152 "X" (FT) 1.00 UPLIFT (LB) 4150 HOLDWN HTT22 DRAG (LB) 2356 DR DETAIL C* USE TYPE 4 SHEARWALL SHEARWALL AT GRID 6 Seismic Shear = 16.5*23*3.1 = 1176 LB Seis force/ Length = 98 PLF Wind Shear - 16.5*9*19.1 = 2836 LB Wind force/ Length = 236 PLF Diaphragm Length = - 23.0 LF LENGTH (FT) 12.00 HT. (FT) 8 WT. (PLF) 278 "X" (FT) 10.50 UPLIFT (LB) 790 HOLDWN HTT22 DRAG (LB) 1295 DR DETAIL B* USE TYPE 3 SHEARWALL BCP ENGINEERING SHEARWALL AT GRID 7 Seismic Shear = 10*22*3.1+5.5*23*4.3+2592 = 3818 LB = Seis force/ Length = 239 PLF Wind Shear = 10*9*19.1+5.5*9*18.1+2836 = 5451 LB Wind force/ Length = 341 PLF Diaphragm Length = = 22.0 LF LENGTH (FT) 1600 HT. (FT) 8 WT. (PLF) 220 "X" (FT) 9.50 UPLIFT (LB) 1564 HOLDWN HTT22 DRAG (LB) 2354 DR DETAIL C* USE TYPE 3 SHEARWALL SHEARWALL AT GRID 8 Seismic Shear = 10.5*23*4.3 = 1038 LB Seis force/ Length = 130 PLF Wind Shear - (5.5*9+5.5*5.5)*18.1 = 1443 LB Wind force/ Length - 180 PLF Diaphragm Length = = 21.0 LF LENGTH (FT) &00 HT. (FT) 8 WT. (PLF) 120 "X" (FT) 12.50 UPLIFT (LB) 1127 HOLDWN HTT22 DRAG (LB) 859 DR DETAIL B* USE TYPE 3 SHEARWALL SHEARWALL AT GRID 9 Seismic Shear = (4.5*23+21*42)*4.3 = 4238 LB = Seis force/ Length = 229 PLF Wind Shear = (4.5*5.5+14*21)*18.1 = 5769 LB Wind force/ Length = 312 PLF Diaphragm Length = = 40.0 LF LENGTH (FT) 6.25 6.75 1 5.50 HT. (FT) 8 8 8 WT. (PLF) 120 120 120 "V (FT) 0.25 16.00 26.75 UPLIFT (LB) 2247 2228 2277 HOLDWN HTT22/HPAHD22 HPAHD22 HPAH022 DRAG (LB) 1012 773 1118 DR DETAIL B* B* B* USE TYPE 3 SHEARWALL BCP ENGINEERING SHEARWALL AT GRID 10 Seismic Shear = 27*42*4.3 = 4876 LB = Seis force/ Length = 361 PLF Wind Shear = (14*20+10*6)*18.1 = 6154 LB Wind force/ Length = 456 PLF Diaphragm Length = = 40.0 LF LENGTH (FT) 13.50 HT. (FT) 8 WT. (PLF) 120 "X" (FT) 7.00 UPLIFT (LB) 3112 HOLDWN HPAHD22 DRAG (LB) 3000 ZA10 DR DETAIL D* om le SHEARWALL AT GRID 11 USE TYPE 4 SHEARWALL ��J �' ,y Seismic Shear - 10.5*38*3.1+11.5*68*4.3+2916 = 7516 LB Seis force/ Length = 273 PLF Wind Shear = 10.5*14*18.1+1366 = 4027 LB Wind force/ Length = 146 PLF Diaphragm Length = - 105.3 LF LENGTH (FT) 12.00 15.50 HT. (FT) 8 8 WT. (PLF) 92 120 "X" (FT) 5.25 59.50 UPLIFT (LB) 1690 1349 HOLDWN HTT22 HPAHD22 DRAG (L8) 2048 2160 DR DETAIL C* C* USE TYPE 3 SHEARWALL SHEARWALL AT GRID 12 Seismic Shear = (12.5*13+20.5*11.5)*3.1+(11.5*20+20*48)*4.3+2652 - 9004 LB Seis force/ Length = 346 PLF Wind Shear - 20*14*18.1+1776 - 6844 LB = Wind force/ Length = 263 PLF Diaphragm Len th = - 100.0 LF LENGTH (FT) 26.00 HT. (FT) 8 WT. (PLF) 120 "X" (FT) 54.50 UPLIFT (LB) 1366 HOLDWN HTT22 DRAG (LB) 4907 DR DETAIL G* USE TYPE 3 SHEARWALL �C BCP ENGINEERING SHEARWALL AT GRID 13 Seismic Shear = 10.5'48"4.3 - 2167 LB Seis force / Length - 135 PLF Wind Shear = 9.5"14`18.1 = 2407 LB Wind force/ Length = 150 PLF Diaphragm Len th = = 46.0 LF LENGTH (FT) 16.00 HT. (FT) 8 WT. (PLF) 120 "X" (FT) 0.25 UPLIFT (LB) 570 HOLDWN HTT221HPAHD22 DRAG (LB) 1557 DR DETAIL B" USE TYPE 3 SHEARWALL SHEARWALL AT GRID Seismic Shear = _ LB Seis force/ Length = PLF Wind Shear = = LB Wind force/ Length - PLF Diaphragm Len th = - LF LENGTH (FT) HT. (FT) WT. (PLF) "X" (FT) UPLIFT (LB) HOLDWN DRAG (LB) DR DETAIL SHEARWALL AT GRID Seismic Shear = = LB Seis force / Length = PLF Wind Shear = = LB = Wind force/ Length = PLF Diaphragm Len th = = LF LENGTH (FT) HT. (FT) WT. (PLF) "X" (FT) UPLIFT (LB) HOLDWN DRAG (LB) DR DETAIL BCP ENGINEERING PLYWOOD AROUND OPENING ANALYSIS JOB NO. : 07-353 V = Total shear load @ entire panel (Ibs) W Vs = Shear load at side of opening (Ibs/ft) V F = Uplift or downward load due to overturning Hi analysis of entire panel including D.L.(lbs) . ......... ..._........... S = Uplift or downward load due to overturning analysis of side panels ignoring D.L.(lbs) H H2 Vs W = Dead load on panel including weight of H212 H2/2 panel itself(Ibs/ft) MIN. MIN. .►....... - S.W. #4 H3 L = 13 FT L, = 4 FT V L2 = 4 FT L2 H = 8FT F S ts JFF H2 = 5 FT VS = 332 PLF L W = 120 PLF V = Vs*(L1+L2) — 2656 LB F = {VH-(.9)*(WL*L/2))/L = 932.5 LB > 500 LB USE 1 CS16 S = (Vs*Li*H2-.9*WL1*Ll/2)/Li = 1444 LB > 500 LB USE 1 CS16 14584 BASELINE AVE, STE 300-399 FONTANA, CA 92336 TEL (909) 215-5071 FAX (909) 697-2005 Rev: 580002 General Footing Analysis & Design Page Description FOUNDATION @ GRID#6 General Information Code Ref:ACI 318-02, 1997 UBC, 2003 IBC,2003 NFPA 5000 Allowable Soil Bearing 1,000.0 psf Dimensions... Short Term Increase 1.330 Width along X-X Axis 1,000 ft Seismic Zone 4 Length along Y-Y Axis 1,250 ft Live&Short Term Combined Footing Thickness 12.00 in Col Dim.Along X-X Axis 0.00 in fc 2,500.0 psi Col Dim.Along Y-Y Axis 0.00 in Fy 40,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf Overburden Weight 0.00 psf Min Steel% 0.0014 p Rebar Center To Edge Distance 3.50 in Loads Applied Vertical Load... Dead Load 0.278 k ...ecc along X-X Axis 0.000 in Live Load 0.660 k ...ecc along Y-Y Axis 0.000 in Short Term Load k Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Moments... (pressures @ left&right) (pressures @ top&bot) Dead Load k-ft k-ft Live Load k-ft k ft Short Term k-ft k-ft Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Shears... (pressures @ left&right) (pressures @ top&bot) Dead Load k k Live load k k Short Term k k Summary :3Footing Design OK 1.00ft X 1.25ft Footing, 12.Oin Thick, w/Column Support 0.00 X O.00in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 895.4 895.4 psf Max Mu 0.236 Allowable 1,000.0 1,330.0 psf Required Steel Area 0.259 'X Ecc,of Resultant 0.000 in 0.000 in "Y'Ecc,of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn'Phi 1-Way 0.000 000 psi X-X Min. Stability Ratio No Overturning 1.500:1 2-Way 3.184 1 85.85.000 psi Y-Y Min. Stability Ratio No Overturning Footing Design Shear Forces ACI C-1 ACI C-2 ACI C-3 Vn 'Phi Two-Way Shear 3.18 psi 2.77 psi 0.53 psi 170.00 psi One-Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Right 0 00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Top 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Bottom 0.00 psi 0.00 psi 0.00 psi 85.00 psi Moments ACI C-1 ACI C-2 ACI C-3 Ru/Phi As Req'd_ Mu @ Left 0.15 k-ft 0.13 k-ft 0.03 k-ft 2.3 psi 0.26 in2 per ft Mu @ Right 0.15 k-ft 0.13 k-ft 0.03 k-ft 2.3 psi 0.26 in2 per ft Mu @ Top 0.24 k-ft 0.21 k-ft 0.04 k-ft 3.6 psi 0.26 in2 per ft Mu @ Bottom 0 24 k-ft 0.21 k-ft 0.04 k-ft 16 psi 0.26 in2 per ft ll Rev: 580002 General Footing Analysis & Design Page Description FOUNDATION @ GRID#6 Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL+LL 895.40 895.40 895.40 895.40 psf DL+LL+ST 895.40 895.40 895.40 895.40 psf Factored Load Soil Pressures ACI Eq.C-1 1,411.96 1,411.96 1,411,96 1,411.96 psf ACI Eq. C-2 1,253,56 1,253.56 1,253.56 1,253.56 psf ACI Eq.C-3 330.66 330.66 330.66 330.66 psf ACI Factors (per ACI 318-02,applied internally to entered loads) ACI C-1 &C-2 DL 1,400 ACI C-2 Group Factor 0.750 Add"I"1.4"Factor for Seismic 1.400 ACI C-1 &C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I"0.9"Factor for Seismic 0.900 ACI C-1 &C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic=ST"; 1.100 Used in ACI C-2&C-3 -J'L Rev, 580002 General Footing Analysis & Design Page Description FOUNDATION @ GRID#10 General Information Code Ref:ACI 318-02, 1997 UBC, 2003 IBC,2003 NFPA 5000 Allowable Soil Bearing 1,000.0 psf Dimensions... Short Term Increase 1.330 Width along X-X Axis 1.000 ft Seismic Zone 4 Length along Y-Y Axis 1.250 ft Footing Thickness 12.00 in Live&Short Term Combined Col Dim.Along X-X Axis 0,00 in fc 2,500.0 psi Col Dim,Along Y-Y Axis 0.00 in Fy 40,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf Min Steel% 0.0014 Overburden Weight 0.00 psf. Rebar Center To Edge Distance 3.50 in Loads Applied Vertical Load... Dead Load 0.540 k ...ecc along X-X Axis 0.000 in Live Load 0,368 k ...ecc along Y-Y Axis 0.000 in Short Term Load k Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Moments... (pressures @ left&right) (pressures @ top&bot) Dead Load k-ft k-ft Live Load k-ft k-ft Short Term k-ft k-ft Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Shears... (pressures @ left&right) (pressures @ top&bot) Dead Load k k Live Load k k Short Term k k Summary Footing Design OK 1.00ft x 1.25ft Footing, 12.Oin Thick, w/Column Support 0.00 x O.00in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 871.4 871.4 psf Max Mu 0.216 Allowable 1,000.0 1,330.0 psf Required Steel Area 0.259 "X'Ecc,of Resultant 0.000 in 0.000 in "Y'Ecc,of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn'Phi 1-Way 0.000 85.000 psi X-X Min, Stability Ratio No Overturning 1.500 :1 2-Way 2.911 170.000 psi Y-Y Min.Stability Ratio No Overturning Footing Design Shear Forces ACI C-1 ACI C-2 ACI C-3 Vn"Phi Two-Way Shear 2.91 psi 2.68 psi 1.02 psi 170.00 psi One-Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Right 0,00 psi 0.00 psi 0,00 psi 85,00 psi Vu @ Top 0.00 psi 0,00 psi 0.00 psi 85.00 psi Vu @ Bottom 0.00 psi 0.00psi 0,00 psi 85.00 psi Moments ACI C-1 ACI C-2 ACI C-3 Ru/Phi As Rea'd Mu @ Left 0,14k-ft 0.13k-ft 0.05 k-ft 2.1 psi 0.26 in2 per ft Mu @ Right 0,14 k-ft 0.13 k-ft 0,05 k-ft 2.1 psi 0.26 in2 per ft Mu @ Top 0.22 k-ft 0.20 k-ft 0.08 k-ft 3.3 psi 0.26 in2 per ft Mu @ Bottom 0.22 k-ft 0.20 k-ft 0.08 k-ft 3.3 psi 0.26 in2 per ft Rev: 580002 General Footing Analysis & Design Page r Description FOUNDATION @ GRID#10 Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL+LL 871.40 871.40 871.40 871.40 psf DL+LL+ST 871.40 871.40 871.40 871.40 psf Factored Load Soil Pressures ACI Eq. C-1 1,308.28 1,308,28 1,308.28 1,308.28 psf ACi Eq.C-2 1,219.96 1,219.96 1,219.96 1,219.96 psf ACI Eq.C-3 519.30 519.30 519.30 519.30 psf ACI FBCtOrS (per ACI 318-02,applied internally to entered toads) ACI C-1 &C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I"1.4"Factor for Seismic 1.400 ACI C-1 &C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I"0.9"Factor for Seismic 0.900 ACI C-1 &C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic=ST': 1.100 Used in ACI C-2&C-3 •2• Rev: 580002 General Footing Analysis & Design Page .� Description FOUNDATION @ GRID#11 General Information Code Ref:ACI 318-02, 1997 UBC,2003 IBC,2003 NFPA 5000 Allowable Soil Bearing 1,000.0 psf Dimensions... Short Term Increase 1.330 Width along X-X Axis 1.000 ft Seismic Zone 4 Length along Y-Y Axis 1.250 ft Footing Thickness 18.00 in Live&Short Term Combined Col Dim.Along X-X Axis 0.00 in fc 2,500.0 psi Col Dim.Along Y-Y Axis 0.00 in Fy 40,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf Min Steel% 0.0014 Overburden Weight 0.00 psf Rebar Center To Edge Distance 3.50 in Loads Applied Vertical Load... Dead Load 0.422 k ...ecc along X-X Axis 0.000 in Live Load 0.232 k ...ecc along Y-Y Axis 0.000 in Short Term Load k Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Moments... (pressures @ left&right) (pressures @ top&bot) Dead Load k-ft k-ft Live Load k-ft k-ft Short Term k-ft k-ft Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Shears... (pressures @ left&right) (pressures @ top&bot) Dead Load k k Live Load k k Short Term k k Summary Footing Design OK 1.00ft x 1.25ft Footing, 18.Oin Thick, w/Column Support 0.00 x O.00in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 740.7 740.7 psf Max Mu 0.154 Allowable 1,000.0 1,330.0 psf Required Steel Area 0,389 "X'Ecc,of Resultant 0.000 in 0.000 in "Y'Ecc,of Resultant 0,000 in 0.000 in Shear Stresses.... Vu Vn`Phi 1-Way 0.000 85,000 psi X-X Min. Stability Ratio No Overturning 1.500 :1 2-Way 0.029 170.000 psi Y-Y Min. Stability Ratio No Overturning Footing Design Shear Forces ACI C-1 ACI C-2 ACI C-3 Vn`Phi Two-Way Shear 0.03 psi 0.03 psi 0.01 psi 170.00 psi One-Way Shears.., Vu @ Left 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Right 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu @ Top 0,00 psi 0.00 psi 0.00 psi 85,00 psi Vu @ Bottom 0.00 psi 0,00 psi 0.00 psi 85.00 psi Moments ACI C-1 ACI C-2 ACI C-3 Ru/Phi As Read Mu @ Left 0.10 k-ft 0.09 k-ft 0.04 k-ft 0.5 psi 0.39 in2 per h Mu @ Right 0.10 k-ft 0.09 k-ft 0.04 k-ft 0.5 psi 0.39 in2 per ft Mu @ Top. 0,15k-ft 0.14k-ft 0.06 k-ft 0.8 psi 0.39 in2 per ft Mu @ Bottom 0.15 k-ft 0.14 k-ft 0,06 k-ft 0.8 psi 0.39 in2 per ft � 3 Rev: 580002 Page General Footing Analysis & Design Description FOUNDATION @ GRID#11 Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL+LL 740.70 740.70 740.70 740.70 psf DL+LL+ST 740.70 740.70 740.70 740.70 psf Factored Load Soil Pressures ACI Eq.C-1 1,092,66 1,092.66 1,092.66 1,092.66 psf ACI Eq. C-2 1,036.98 1,036.98 1,036.98 1,036.98 psf ACI Eq. C-3 499.59 .499.59 499.59 499.59 psf ACI FaCtOrS (per ACI 318-02, applied internally to entered loads) ACI C-1 &C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I"1.4"Factor for Seismic 1.400 ACI C-1 &C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I"0.9"Factor for Seismic 0.900 ACI C-1 &C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic=ST": 1.100 Used in ACI C-2&C-3 Rev: 580002 General Footing Analysis 8 Design Page Description FOUNDATION @ GRID#13 General Information Code Ref:ACI 318-02, 1997 UBC,2003 IBC,2003 NFPA 5000 Allowable Soil Bearing 1,000.0 psf Dimensions... Short Term increase 1.330 Width along X-X Axis 1.000 ft Seismic Zone 4 Length along Y-Y Axis 1.000 ft Footing Thickness 12.00 in Live&Short Term Combined Col Dim.Along X-X Axis 0.00 in Pc 2,500.0 psi Col Dim.Along Y-Y Axis 0.00 in Fy 40,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf Overburden Weight 0,00 psf Min Steel% 0.0014 Rebar Center To Edge Distance 3.50 in Loads Applied Vertical Load... Dead Load 0.500 k ...ecc along X-X Axis 0.000 in Live Load 0,336 k ...ecc along Y-Y Axis 0.000 in Short Term Load k Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Moments... (pressures @ left&right) (pressures @ top&bot) Dead Load k-ft k-ft Live Load k-ft k-ft Short Term k-ft k-ft Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Shears... (pressures @ left&right) (pressures @ top&bot) Dead Load k k Live Load k k Short Term k k Summary Footing Design OK 1.00ft x 1.00ft Footing, 12.Oin Thick, w/Column Support 0.00 x O.00in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 981.0 981.0 psf Max Mu 0.159 Allowable 1,000.0 1,330A psf Required Steel Area 0.259 'X Ecc,of Resultant 0.000 in 0.000 in "Y'Ecc,of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn'Phi 1-Way 0.000 85.000 psi X-X Min.Stability Ratio No Overturning 1 500:1 2-Way 2.229 170.000 psi Y-Y Min.Stability Ratio No Overturning Footing Design Shear Forces ACI C-1 ACI C-2 ACI C-3 Vn'Phi Two-Way Shear 2.23 psi 2.05 psi 0.79 psi 170.00 psi One-Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu@Right 0.00 psi 0.00psi 0.00 psi 85,00psi Vu @ Top 0.00 psi 0,00 psi 0.00 psi 85.00 psi Vu @ Bottom 0,00 psi 0.00 psi 0.00 psi 85.00 psi Moments ACI C-1 ACI C-2 ACI C-3 Ru!Phi As Rea'd Mu @ Left 0.16 k-ft 0.15 k-ft 0.06 k-ft 2.4 psi 0.26 in2 per ft Mu @ Right 0.16 k-ft 0.15 k-ft 0.06 k-ft 2.4 psi 0.26 in2 per ft Mu @ Top 0.16 k-ft 0.15 k-ft 0.06 k-ft 2.4 psi 0.26 in2 per ft Mu @ Bottom 0.16 k-fi 0.15 k-ft 0.06 k-ft 2.4 psi 0.26 in2 per ft Rev: SBOOD2 Page General Footing Analysis & Design Description FOUNDATION @ GRID#13 Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL+LL 981.00 981.00 981,00 981.00 psf DL+LL+ST 981.00 981.00 981.00 981.00 psf Factored Load Soil Pressures ACI Eq.C-1 1,474.20 1,474.20 1,474.20 1,474.20 psf ACI Eq.C-2 1,373.40 1,373.40 1,373.40 1,373.40 psf ACI Eq. C-3 580.50 580.50 580.50 580.50 psf ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 &C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I"1.4"Factor for Seismic 1,400 ACI C-1 8 C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I"0.9"Factor for Seismic 0.900 ACI C-1 &C-2 ST 1.700 ACI C-3 Short Term Factor 1,300 ....seismic=ST': 1.100 Used in ACI C-2&C-3 ti Rev 580000 Square Footing Design Page x'� Description PAD DESIGN FOR BEAM #2 General Information Code Ref:ACI 318-02, 1997 UBC,2003 IBC, 2003 NFPA 5000 Dead Load 3.040 k Footing Dimension 2.500 ft Live Load 2.000 k Thickness 12.00 in Short Term Load 0.000 k #of Bars 4 Seismic Zone 4 Bar Size 4 Overburden Weight 0,000 psf Rebar Cover 3.250 Concrete Weight 145.00 pcf fc 2,500.0 psi LL&ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.330 Column Dimension 4.00 in Allowable Soil Bearing 1,000,00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Reinforcing Rebar Requirement Actual Rebar"d"depth used 8.500 in As to USE per foot of Width 0.259 in2 200/Fy 0.0050 Total As Req'd 0.648 in2 As Req'd by Analysis 0.0003 in2 Min Allow%Reinf 0.0014 Min. Reinf%to Req'd 0.0014 % Summary iFooting OK 2.50ft square x 1 2.Oin thick with 4-#4 bars Max,Static Soil Pressure 951.40 psf Vu:Actual One-Way 5.25 psi Allow Static Soil Pressure 1,000.00 psf Vn'Phi:Allow One-Way 85.00 psi Max.Short Term Soil Pressure 951.40 psf Vu:Actual Two-Way 17.35 psi Allow Short Term Soil Pressure 1,330.00 psf Vn'Phi:Allow Two-Way 170.00 psi Alternate Rebar Selections... Mu :Actual 0.84 4 #4's 3 #5's 2 #6's Mn'Phi:Capacity 7.92 2 #Ts 1 #8's 1 #9's 1 #10's «t•