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HomeMy WebLinkAboutORION ST 15497 CITY OF LAKE r�:29LSlriORE BUILDING & SAFETY DREAM EX-YPEMEYM 130 South Main Street PERMIT PERMIT NO: 11-00000305 DATE: 4/19/11 JOB ADDRESS . . . 15497 ORION ST DESCRIPTION OF WORK PATIO OWNER CONTRACTOR Brian Workman PATIOCREW. COM 15497 Orion Street 18202 SHARON LN LAKE ELSINORE CA 92530 VILLA PARK CA 92861 714-345-9525 LIC EXP 0/00/00 A. P. # . . . . . 391-260-040 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 2, 400 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 1 . 00 X 12 . 5000 VALUATION 12 . 50 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 1 . 0000 LIGHTING FIXTURES/1ST 20 1 . 00 1 . 00 X 16 . 2500 MISC. WHERE NO OTHER FEE 16 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 75 . 50 . 00 75 . 50 ELECTRICAL PERMIT 47 . 25 . 00 47 . 25 OTHER FEES PROF.DEV. FEE 1 TRADE 5 . 00 . 00 5 . 00 PLANNING REVIEW FEE 10 . 00 . 00 10 . 00 PLAN RETENTION FEE 4 . 42 . 00 4 .42 SEISMIC GROUP R . 50 . 00 . 50 GREEN BUILDING FEE 1 1 . 00 . 00 1 . 00 PLAN CHECK FEES 56 . 63 . 00 56 . 63 TOTAL 200 . 30 . 00 200 . 30 opar: mKrn Type. IF Draa .- I DdWcC 4/1`3I11 19 fbbAprt h6: 4575 2Ol l 3(U _ Ig it I)IPti p6*' I tma at;(}HX 10ffl1- $M3R Tram dfff j =q//19/11 Tim; 10.�4� City of Lake Elsinore ((// Please read and initial Building Safety Division 1D'T.1 am Licensed under the provisions of Business and professional Code Section 7000 et seq.and my license is in full force. Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work on the,Job and the structure is not intended or offered for sale. 3.l,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the d� project. JOB ADDRESS for each respective inspection: W)L 4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof. at all times., 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO1 Temporary Electric Service PLO1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 IFootings BP02 Steel Reinforcement BP03 IGrout BP04 I Slab Grade PLO1 JUnderground Water Pipe SS01 IRough Septic System SWO1 Ion Site Sewer BP05 IFloorioists BP06 Floor Sheathing BP07 Roof Framing BPO8 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 fRough Plumbing EL03 lRough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar NIEO l Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP1O Framing&Flashing BP 12 Insulation BP13 Drywall Nailing BPI I ILathing&Siding PL99 lFinal Plumbing EL99 IFinal Electrical -t ME99 Final Mechanical BP99 IFinal Building Cade Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the PO01 IP.1 Steel Rein./Forms building being released by the City PO01 Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 Final Pool/Spa CITY OF LA.I > a �E L S I IA01--,' E D I: F A M FXT I:F M F 130 South Main Street APPLICATION FOR APPLICATIONNO11 �� BUILDING PERMIT APPLICATION CEIVED DATE 'L Sr AP# By VALUATION CALCULATIONS 9 t 1 r— BUILDING ADDRESS 1st FLOOR SF I $-4 S fOgE �? TRACT BLOCK/PAGE LOTIPARCEL 2nd FLOOR SF �6'��� NAME 3rd FLOOR SF O J�o W MAILING PHONE GARAGE SF N ADDRESS '7 S q q OLI Vc W S ti, E CITY STATE/ZI STORAGE SF R L;+K.er S f 4CAC- q Z tS I hereby affirm that I am licensed under provisions of chapter 9(commencin DECK 8 BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect_ OTHER: ��r�D 2`}O SF O LICENSE f{ Q CITY BUSINESS s N AND CLASS -I 17'6 2 TAX# VALUATION: `7 O R FIE ��0���J �� A FEES C ST Y STATE/ZIP P ONE BUILDING PERMIT $ R CON I RA NATURE _ ATE —4 S G/�'/J PLAN CHECK NAME LICENSE# A PLAN REVIEW R MAILIN SEISMIC C ADDRESS H CITY STATElZIP PHONE PLAN RETENTION KNEW OCC GRP./ CONST. ❑ ADDITION DIVISION: TYPE- ❑ ALTERATION NUMBER OF NUMBER OF ❑ OTHER STORIES: BEDROOMS: ❑ SINGLE FAMILY ZONE. ❑ APARTMENTS ❑ 1 certify that I have read this application and state that the ❑ CONDOMINIUM HAZARD y above information is correct. I agree to comply with all city ❑ TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑ COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑ REPAIR PROPOSED USE OF BLDG: Lion purposes. ❑ DEMOLISH ::]PRESENT USE OF BLDG: JOB DESCRIPTION Signature of Applicant or Agent Date f PLF ny cxrc-b L w cc4u ctn— _� �v Agent for E contractor ❑ owner Agents Name Agents Address Street City State Zip CITY OF LAK L ' LS I I` O P DREAM EXTRE M E TM 130 South Main Street APPLICATION# APPLICATION FOR PERMIT APPLICATIE J� AP# DY, ELECTRICAL/PL'UMBING/MECHANICAL �7 i C. I CYL Z� BUILDING ADDRESS p 1 hereby certify that I have read this application and state that the S _/ Z Qr'1©CLr above information is correct.I agree to comply with all city and county TRACT BLOCKTAGE LOT/PARCEL ordinances and state laws relating to building construction,and hereby ©'Z VjQ Z_ authorize representatives of this city to enter upon the above-mentioned O NAME property for inspection purposes. W N MAILING PHONE E ADDRESS R CITY STATE/ZIP Signature of App cant or Agent Date - [hereby affirm that I am licensed under the provisions of Chapter 9 commencing C with Section 7000)of Division 3 of the Business and Professions Code,and my (circle one) O license is in full force and effect. AGENT FOR: CONTRACTOR OWNER N LICENSE# CITY BUSINESS T AND CLASS C7 —t TAX# AGENTS NAME R NAME A D /�C`r�• Cs�.� AGENTS ADDRESS C MAILING / street city state zip T ADDRESS Z sL1ls*�LGva1� - - O Cff STATE ZIP PHONE -7 R l�ccw� AAIC 9 �G 1 CONTRACTOR'S SIG Go ELECTRICAL Quart PLUMBING Quart M ANICA Quan New Res.Multi Family/SQ.FT. Fixture or Trap F.A.U./Furnace/Ducts/Vents New Res.Single Family/SQ,FT, Building Sewer F.A.U./Furnace/Misc./> 100000 Pool Electric System,Private Rain Water System per Drain Floor Furnace/Vent Switches/1st 20 Private Septic System Unit Heater/Wall Heater Switches/Over 20 lWater Heater/Vent Install/Relocate/Replace Vent Receptacle Outlet/1 st 20 lGas Piping System 1 -4 Outlets Ventilating Fan Receptacle Outlet/Over 20 IGas Piping 5 or More Outlets Evaporative Cooler LightingFixtures/1st 20 V/�- Dishwasher Ventilating System Lighting Fixtures/Over 20 Solar Tank Exaust Hood Residential Fixed Appliance/Outlet Solar Collector per Panel Fireplace Non-Residential Appliance/Outlet Grease Trap/(Interceptor) Commercial Incinerator 100-200 Amp Service<600V Install,Alter or Repair System Air Handler> 10000 CFM 200- 1000 Amp Service<600V Lawn Sprinkler System Air Handler< 10000 CFM Misc.Apparatus,Conduits,Etc. lBackflow Device Smaller than 2" Fire Dampers Signs 113ackflow Device Larger than 2" Registers Sign Branch Circuit Floor Drain Compressor/Heatpump-3 H.P. Busways/EA 100 FT Floor Sink Compressor/Heatpump 3-15 H.P. Temporary Power Service Water Service Compressor/Heatpump 15-30 H.P. Temporary Power Distribution System Alter or Repair Drain or Vent lCompressor/Heatpump 30-50 H.P. Motors/Transformers Fire Sprinklers per Building Repair/Alter Misc.HVAC Motors up to 1 H.P. Swimming Pool Compressor/Heatpump Over 50 H.P. Motors/Transformers 1 - 10 H.P. Swimming Pool/Public Motors/Transformers 10-50 H.P. Swimming Pool/Private Motors/Transformers 50-100}71.P. Water Heater/Vent Motors/Transformers> 100 H.P. Replace Piping Replace Filter Misc.Replace Gas Piping Name: Brian Workman Site Plan Address: 15497 Orion St City, State, Zip: Lake Elsinore, CA 92530 Home Phone: 714 235 6398 Prefabricated Aluminum Patio Cover Orion St �I1Y OF .ACE ELSINORE BUILDING DIVISION PERMITA P tv P R OW E Single Family Dwelling o a 0 Pr s d lid lu nu 12' 11' ref ri to a ' C er 2 t2>—11' — 11'—t2 51' 20' 19' 25 6 Zone=SF(Single Family) Parcel#391761022 Property Line Tract#30789 Lot#42 City Of Lake EM®inore Lot Coverage Plaming Division Approval Lot Sq Ft 10,454 2 B Existing Foot Print 2,109 0 Approved y• Proposed Patio Cover 240 2 ---� New&Existing Combined 2,349 F/I Lot Coverage% Before 20.17% ')ate' Scale= NTS Lot Coverage% New 22.46 Sheet SPA TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering 5331 Galloway Street, Alta Loma, CA 91701 (951) 741-2107 January 26, 2011 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that the Duralum Products, Inc. patio covers, installed with solid roof panels or lattice purlins, as cited in the attached standard plans dated 1/11/2011 and containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2009 International Building Code, 2009 International Residential Code, 2010 California Building Code, 2010 California Residential Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2005 Aluminum Design Manual, ADM-05. Please contact me at (951) 741-2107 or at ticampbell@charter.net should you require additional information. Sincerely, O? Of zilA/Cwq! No.3 8 Tom Campbell, PE Exp. csj. CNIL �� OF CA E� SIR 10v LAKE BUILDING DIVISION PERMIT # f �w \ ICC Evaluation Service,Inc. Los Angeles Business/Regional O(fice S 536o Workman Mill Road Whittier,CA 906oi tel=564699.0543 Icc EVALUATION 562.695.4694 SERVICE www.icc-es.org March 16, 2011 Dave Perard 08-01-01 General Manager Please reference this number Duralum Products, Inc. on all correspondence 775 Trademark Circle, #102 Corona, CA 92879 Dear Mr. Perard- We recently had a request for information on the status of the above-referenced file number. The 2008 ICC-ES file number is an open file currently under review. Once completed the new ICC-ES report will reference the current I-code(s). If you have questions, please contact me at (800) 423-6587, extension 3307, or by e-mail at mmoody@icc-es.org. Yours very truly, Monique Moody Manager, Client Relations :mm 1 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. SHEET INDEX: DESIGN LOADS: SHEET 0 SHEET TITLE I DESCRIPTION RESIDENTIAL APPLICATIONS-IBC CHAPTER 18,iBC APPENDIX CHAPTER I AND IRC APPENDIX H. T-1............ .GENERP.L NOTES LE SHEET)DESIGN LOADS 1....._...._.OE ROOF LIVE LOADS:10 AND 2D POUNDS PER SQUARE FOOT. , 2.........,..SOLI D PANEL S l HUG I UKES 3............OPEN LATTICE STRUCTURES SNOW LOADS:GROUND:30 POUNDS PER SQUARE FOOT. 4-..........PANEL SPANS TRI-V 8 W-PANEL (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). 5-..........PANEL SPANS FLAT PAN 6.......,.,.,PANEL FASTENERS I FAN BEAM WIND LOADS: 90 MILES PER HOUR,EXPOSURES B AND C. 100 MILES PER HOUR,EXPOSURES B AND C. 7............COLTER SPANS 6............COLUMN!POST TYPES 110 MILES PER HOUR,EXPOSURES B AND C. 9............HANGER CHANNEL AND BRACKET ATTACHMENTS SEISMIC LOADS:SITE CLASSIFICATION D.SEISMIC DESIGN CATEGORY D. 10............COLUMN SURFACE MOUNT AND EMBEDMENT 11............BEAM TYPES 12»..........BEAM SPLICE DETAIL5 COMMERCIAL APPLICATIONS-ISC CHAPTER 1S. 13...........BEAM TO POST ATTACHMENT 14............LATTICE CONNECTIONS ROOF LIVE LOADS:20 POUNDS PER SQUARE FOOT. 15........_,.MIN MUM REQUIRED COLUMNS 16 817-.._.SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10#L.L.90 MPH SNOW LOADS:GROUND:30 POUNDS PER SQUARE FOOT. 18810....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED ION Ll,100 MPH 20 8 21.....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 100 L.L.111)MPH ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). 22&23.....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20#L.L.110 MPH 24 8 25.,...SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30#L.L.110 MPH WIND LOADS:90 MILES PER HOUR.EXPOSURES B AND C. 26............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 100 L.L.90 MPH 100 MILES PER HOUR,EXPOSURES B AND C. 27.........._.LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 100 L.L.100 MPH 110 MILES PER HOUR,EXPOSURES B AND C. 28............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED ION L-L.110 MPH SEISMIC LOADS:SITE CLASSIFICATION D.SEISMIC DESIGN CATEGORY D. 29............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20#LLL.110 MPH 30............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30#L.L.110 MPH 31..........-SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 203 L.L.90-110 MPH DESIGN ASSUMPTIONS: 32 ...SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20#L.L.90-110 MPH 33............INSULATED ROOF PANEL CONNECTIONS A.MAXIMUM BUILDING HEIGHT AVERAGE=19' B.MINIMUM ROOF PITCH OF EXISITNG RESIDENCES 5:12 C.MINIMUM T PROJECTION D.LEAST BUILDING WIDTH=30' Qg0SS1 MAR 2 4 2411 Jam, A 140 AUl'HQRJrYHAViNGJURf9D7C7tON: �1-I,f•( EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING.JURISDICTION MAY �Q INCLUDE ONLY THE PERTINENT SITESPECIFJC STRUCTURAL COMPONENTS LOCATED WITHIN THIS LAPM"STED EVALUATION REPORT.AT A MINIMUM,SUBMISSION FOR A Q) BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A.TITLE SHEET AND GENERAL NOTES. Q 1 B.STRUCTURAL CONFIGURATION(Ee.SOLID OR LATTICE ROOF,FREESTANDING OR J1 ATTACHED), C.BASED ON THE REQUIRED DESIGN LOADS,SITE-SPECIFIC RAFTER ANDJOR PANEL \P SPAN TABLES. D.TYPE OF HEADER,POST TYPE 8 QUANTITY,FOOTING SIZE(WHERE REQUIRED) Or CAUL BASED ON THE SITESPECIFIC DESIGN LOADS- OF 1�1+ E.APPROPRIATE STRUCTURAL DETAILS. F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. DRANM SY:E.N. LIVE LOAD- PATIO COVER SYSTEM AS MFG.BY: IAPMD EVALUATION TOM CAU6PSELL 8 ASSOCIATES,INC. GATE:17102J71 TI TLL SHEf:1 10,2 "'3 ; UURALUM PHO➢UGTS,LNG. REPORT NIJUSER COMMERCIAL AND RESDENTAL STRUCTURN.rNO NLERING ES- SCALE'NONE Fy n CTIGAAIONGA,CA(BJ 11 T41-2107 DESSION LOADS NORIZ-WIND a 5269 ALPINE AVE," CRAMENTO,CA 9!8 SHEET T-1 REVISED SY; 00,1006110NlPH (016)452-7021 FAX40}7519.9-eDd im.uuk PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: 1. THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING COCE.2009 INTERNATIONAL RESIDENTIAL CODE.2010 CAUFORNIA BUILDING 8 RESIDENTIAL CODES,ASCFISEI 74'S WwUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2005 ALUMINUM MANUAL-ADM 1-05. DRAWING NL7LES_:. 2. ALL ITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE,ETC.)SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS.METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES. S. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND 5PECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL,EXCEPT WHERE NOTED IN THIS REPORT. 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM;NATURAL,UNOtSTUROED SOIL OR CERTIFIED FILL. 8. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 112 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 9. 20 POUNDS PER SQUARE FOOT L.L.AND GREATER MAY BE COMMERCIAL d USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. 10.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1505.3.1 6 1605.3.2. DESIGN CONSIDERATIONS: 11.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:114 INCH PER FOOT. 12.MWIMUM PATIO COVER SIZE:80 SQUARE FEET. 13.MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER:50 SQUARE FEET. 14.COVERS ARE DESIGNATED'RIDGED BUILDINGS'AS DEFINED W ASCEJSEI 7,SECTION 6.5.13. 15.COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN ASCEJSEI 7,SECTION 6.5.7.1, 18.THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS-OPEN STRUCTURES"IN ACCORDANCE WITH ASCEJSEI 7,SECTION 6.5.13. EXCEPT WHERE NOTED IN THIS REPORT. 17.THE RATIO(H(P),PATIO COVER MEAN ROOF HEIGHT(H,FT,)DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH(P,FT),SHALL NOT EXCEED ONE(1). 1P.THE RATIO RJP),PATIO COVER LENGTH(L.FT.)DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH(P.FT),SHALL NOT BE LESS THAN ONE(1y MATERIAL SPECIFICATIONS: I D.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN,PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRF_NGTIRS. 2Q CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 21.DESIGN VERTICAL SOIL BEARING PRESSURE IS 5W POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 150 PSFIFT z 1.33 PER TABLE 1804.2 SOIL(A-ASSWICATION FOOTNOTE d). 22.EMBEDDED STEEL MENBERS SHALL BE HOT-DIPPED GALVANIZED,RUST-0-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-416 GRADE C.STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A853,GRADE 40. 23.FASTERNE.RS: ALUMINUM BOLTS SHALL BE 2024-T4;STEEL BOLTS SHALL BE ASTM A307;HIGHSTRENGTH BOLTS SHALL BE A-325.ALL BOLTS SHALL HAVE STANDARD-CUT P WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 24.THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS S71ALL BE POWERS WEDGE-BOLT-STAINLESS STEEL(TCC-ES ESR-2526 FOR CONCR APPROVED EQUAL. 25.ALL SCREWS ARE SFJLF DRILLING(SDS)OR SHEET METAL SCREWS(SMS)IN CONFORMANCE WRH ICC-DS ESR 1978 OR APPROVED EQUAL. 26.THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB 15 LIMITED TO USE Wl TH RESIDENTIAL PATIO COVERS ONLY. A 27.SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS-A FIRE RATED. MAR 2 4 2011 Na.37S48 � 9! I NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED LkPMO EVALUATKN pp'.,wn BY'l=l�. TOM CAMPBELL d ASSOCIATES,INC. LIVE LOAD- F'ATEO COVER SYS C DATE:tnWm11 t0.m 6 3o w1 DURALUh1 PRODU ,I �.rr1l'�1 REPORT NAIIIBER SCJLLE:NONE COMMERCIAL AND RESIOENTULL STRUCTURAL ENOINEERWD GENERAL NOTES HORIZ,OAND- 0282 AI Y1NF AVE.,SACRAMENTO,CA9 Eg_ REVISED BY: RANCHOCt1CAMONO1CA M])141-21W 90.100dt1ompH 191G)453-7021 FAX403•IS10 s.Irp,Iavvk,m.mm SHEET I OF33 SEE SHTAG FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X B 112'SIDE PLATES. ,.. SOLID PANEL TYPES ATTACHMENT CHANNEL LFNQN ATTACHMENT CHANNELO ALUMINUM SEE DETAIL '�'O gam,, S7Auc ALUMfMM SEE DETAILS a �ST&ROO (��� NO SEE SCHE PANELDULE EDULE l Y(I'Rt)J �SyE VRooR1E'g E L1F PANEL MIN,OS5'SLOPE PER FT. lz'Z F ILE V, FOR SPANS �QM m4N FOR SPANSfCrypNM 'O.H.'NOT TO EXCEED 25% 'O,H.' TO EXCEED 25% OF SPAN OF SPA! SEE DETAIL FOR SPUCE SEE DETAIL FOR S CE f'Og7gp OPTIONAL: CANTILEVEAREAL� �T6P OP7T0 CANTDLEVER B * LE FOR SQ.POSTS.SIZE VAR1£S s �'ly I'S �POST�ENG = *SQ.POSTS.SUE S S �nEO(�FS SEE P SSPPACING Qy � �k OF h 2s%at AAj p tL ATTACHMENT ALTERNATE: ATTACHMENT1rSLAB ALTERNATE: SINGLE POSTSINGLE POSTMAY BE USED ~ WHERE PERMITTED. SEE SCHEDULE WHERE YPERufn-EO.BE IUSED SEE SCHEOIAE SEE SCHEDULE S3EE SCHEDULE OTE- 0'PLICE:AT THIS MAX.HT.-12 NOTE;NO SPLICE AT THIS MAX,HT.-17 POST 40 AT END BA POST AND A F.ND BAYS. FOOTING WHERE REQUIRED Q� '/� FOOTING WHERE REQUIRED SEE SCHEDULE EACH COMPON EN �• �( SEE SCHEDULE NOTE: FOR FOOTING CUBE SIZE NOTE:CHANEABI E WITH ANY FOR FOOTING CUBE SIZE• TE:EACH COMPONENTTMEENTER- COMPONTENTUNLESS SHOWN. R 24 ZOn COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A"ATTACHED SINGLE SPAN W/CANTIL P O PE "B"ATTACHED MULTI N W/CANTILEVER OPTION ALUMNUM VIVO �S�I. 7C ALUMINLOA OF SN F PANEL 0. '� ROOF PANEL MIN,0.25'SLOPE PE O SEE GULF SEE SCHEDULE vf3 FOR S FOR SPANS O. 0. 'O.H.'NOT TO FXCEE % 'ON'NOT TO EXCEED 25% OF SPAN OF SPAN SEE NAIL FOR SPLICE. SEE OETAIL FOR SPLICE OPTIONAL' CANT BEAMT O EVER 8F SO,POSTS,SIZE VARIES f SCry t SEE POST SE P1PAACEINOR SO.POSTS.SIZE V 5- fifes CNQ SEE EDULE FOR DIKE SPACING4y S O.h TERNAI'E: 5 ALTERNATE: 25%SSA 3 11?SLAB SINGLE POST 'U 3 112' SINGLE POST MAY BE USED SEE SCHEDULE MAY BE SEE SCHEDULE _ TE It NOTE SPLICE A TH:S TO O N O.SEE POST { D A CD BAYS.3 TO OTIN W POST D AT END BOY S, FOOTING,SEE FOOTIN SEE BQ SCHEDULE S -DLAE FOOTING OUIRED FOO G WHERE RECIWRED SEE SmED FOR 500nNG CUBE= CHEDULE FOR FOOTING CUBE SIZE NUTE:EACH COMPONENF IS INTER- 12 a O'STEEL ROD NOTE:EACH C0611-ONENT IS IN - 112 x Ir STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOW COMPONTENT UNLESS OTHERWISE SIiOK TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION IAv40 EVALUATIONDNAWN UY:E.N. TOM CAMPBELU,d ASSOCIATES,INC, l 1(9161412MI FNif011S1p•elaIVE LOAO• P Ti ER SYSTEM AS MFG,BY: GATE:Ni0F2011 SDLID PANEL If)aD a 70 P.r DURAI.UM PRODUCTS,INC.REPORT NURISER SCALE:NDNE CCIMULR(,W,ANP RESIDENTIAL STRUCTURAL EN6INEE RING STRUCTURES HORV,1Np1D. 82SQALPINEAVE.,SACRAMENTe®d""p CAp6628E� REVISED BY: RANCHO CDUIHDN4l CA(951)7C1-2107 OO.fOD R I ID MPHSHEET 2 OF 33 an.wr" MAR 2 4 2011 SOLID PANEL SPANS FOR COMMERCIAL & P 90/100/110 MPH EXPOSURE B & C D9R.(I.S.) 6" e' 1. 7T 09R.p.S.j 87- 2 VT A 2s —r 4 " ALL UNMARKED RADII.U6R ALL UNMARKED RADII.06Ti F— T-SFF JAW r-RE[ 45 a 25' TEE£TABLE BELOW ry Tv .3tr No. 45�� TYP _36' 75 3 5• s z5- ALUM-ALLOY 3Q04-H36 OR EQUAL '� ALUM.ALLOY 3004-1-136 OR EQUAL 9'x 2 Y2'FLAT PAN 6"x 2)i"FLAT PAN LL= PANELT 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN L.L.= PANEL'T' AMPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP B EXP.0 FXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) EXP,% I EXP.0 EXP,B EXP.0 EXP.8 EXP,C 12'-t' 17-1' 12'-1" 12-t' i1'-70 13'-4' 13'-4" 13'-4' Is 13'- ' 13'-2' .020 12- t0'-7' i3'4' 13'�' 13'4' T-T t2'-T 11'S' 13'-1' 13'-1• 13'-1" 13'-1" 13'-1' 17.11" 024 14'-9" 1 14'4r -9" 14'-9' 14'-9" .024 10 13'-1' 17�' 17 v t f'-2 10 14'9' 1 9" 14'9 14'-0" 14'-0' 13'-1• 15'- 15'-3" 15'-3' 15'3' 15'3 15'-3' 1T-0• 17'4' 1T4• 1T- 1T-4' 1T4• 032 .032 1 T4" 1-4- •-4- 16'-5' 1 T-0' 1 T-3' 3'P-3• 7 T-3' 1 T-3' 1 T-0' 19-T T 9'-T -T 19-T 19-T 19-T 040 7 T-3" 1 T3' 1 T-3' 16 5' 18-5" 16_r 19-T 19'-T T 18-T lip_r 1 T-9' 020 1014' 10'-0" 10'-0' 10 -0''-0' 10'-0' 10' 11'0' 11'-0` 11'-0' 11'-0' 11'-0' 11'0' 020 10'-0' 101-0' 1IY-01 9'-5' 1 -51 6'-9- 11'-0' -0' 11' 10'8" 101-8' 1Q-3- 10'-10" 1o'-10" 10'-10• 10'-10` i0'-10• 10-10' 12'-r 1 -T 12-7' ��7112-r 12'-7'D24 .024 20 1010' 10'-10' 10'-10' 10* 105' 10'-0" 2017-7' 12-T 12-T2 2' 12'-2' V W' 032 42'-T 12'-7' 17-7" 12'-T 12-T 12-T 032 14-3' 14'-3' 14'3' 14'- 14'J' 14'-0' 12'-7- 1T-T 17-7' 12'-Z- 12'-Z' 11'8' T4'3' 13'- 13'-10' 13-3" 040 14'-0• 14'-3" 14'-3" 14'-3' 14'-0' 14'-3' .040 1 -2' 16'-2" 16-2' 16'-2' 16'-2' 16'-2' 14'3' 14'-3' 14'-0' 13'-9' 1T-9" 13'-3' 18-Z' 16'-T 16'-2' 15'B" 15'8' 15.-1" 020 T-8" T-6" T-8• T 8' T 6' T-0' 9'-7' 9-7- 9'-7" 7-7' 91- 9-7' 020 7'8" T 8 7'8' T-5' 7'-S T-0' 9'-T 9'-T 7-7' 9'-4' 9 9.1' 9'-5' 9'5' 9'-5' 9'-5' 9'-5' 91-5' 4 10'-7' 10'-T 10'-7" 10'-7' 10'-7" 10'-'r .024 30 ff-5' 9'-5" 9.5' 9'-0' 9'-3' 9'-O" 30 10'-7" 10'-7' 10'-T 10 4' 1U-4' 10-0' 1('-11" 10'-11' 110-11 10-11 10-11 17.5- 17-5" 12'-5' 17-5" 1T-5' V9' .032 .032 12'-5 12-1" 121' 040 12'S' 12'S' 17-5 12'-5' 12'S' 775' 14'-1' 14'-1' 14'-1' 14'-7' 14.-1- 14'-1' 040 12'-5" 17-5' 12'-S 12'-3' 12'-0' 11'-11' 1d'-1' 14'-7' 14'-1' 13'H' 73'8' 13'-4" FIGURE INDICATES NOT ENCLOSED FIGURE INDICATES ENCLOSED alN ACCORDANCE WITH CBC&[BC APPENDIX I DRAWN BY.E.N. LNE LOAD- PATIO COVER 6YSTEM MMG BY: VEPO I NUMBER DATE:1/10=11 TOM C0.MPBELI-&ASSOCIATES,INC. 10,20&30 psi IDURALUM PRODUCTS,INC. REPORY NUMBER COMMERCIAL AND RESAENUAL STRUCTURAL ENGNEFRING PANEL.SPANS H➢RIL WIND- 8268 ALPINE AVE,SACRAMENT O,CA 958M ES- Rom'NONE I woci4aurayun.com SHEET 5 OF 33 IlEVI3E➢➢V: RANCNO CVCAMONGA,CA(851)741-7/q7 80,1g0611q f.1PN lfi 4$2-Tg21 FAx 403.1578 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C r$114 X 314'S.M.S.AT EACH VALLEY TO BEAM J FAN BEAM(19'-0-MAX SPAN) 2' 24' HEADER f H FAN AND1 T=.075'TYP. 2 1/2' �2 �1--V' AN EXIST.WALLHT FIXTURE X.30 Ibs.) FAN BEAM ALLJM_ALLOY 6063-T6 #14 X 314•S,M, , T EACH VALLEY TO 8 EXIST.WALL ATTACHMENT AT HANGER CHANNEL 12' FAN BEAM SEE TABLE GER 2" x .3 1/2"W PANEL SHT.9 CHNANNGER EI. FAN BEAM 2 /Z" r t114 X 3f4'S.M,S.AT EACH f VALLEY TO BEAM #12 S.M.S.SCREW 412 S.M.S.SCREW AT HANGER CHANNEL 8.00'------� ATTACHMENT AT HEADER A S" 18"x 2�" FLAT PAN W/{2y\rS FAN B " (--a1♦X 3 1 S.M.S.SCREW AT BEAM FAN BEAM NOTE: FASTENERS INDICATED ARE TO BE U AT EACH SUPPORT BEAM AND HEAD I. p 2 12" MAR 2 41011 No. 32 r �-#14 x 3 M"S.M.S.SCREW I 0.042 x3'x8*HEADER AT BEM �P Jl0RAlllNIlY;FN, PATIO COVER SYSTEM AS FG.BY: 1AVMD EV/.LLL451Cfi DATE:IliI=!I _ GC4ATE5,INC. PANEL FASTErvERS tq�o6 JO pcf OURALUM PRODUCTS,INC. REPORT f1DABER SCALE:NONE. COMME L AND RESIDENTLAi-STRUCTURALEt'IEiNE EA1NG t FAlJ$ MOF47,WINO= 92titl ALPINE AVE„6ACRAMFNTO,CA B'.$8,Z8 Es" REVb^EpBY: OCvCAMONGA,U I'�1)7a1a1o7 90.tp0877onrFR Ig16)452-7421 FAX4Oii51e smmttduahm SHEET 6bF33 MAR 2 4 2011 RAFTER SPANS FOR OPEN MMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C '• 2" 8.5 �. A 3` MAX. /^1 - � ,024-y O Yf .042- r z 4• No. �n ALL&A.ALLOY 70D�: - ALURI N-LOY 3904-H38 OR EQUAL OR EQUAL ALVM.AILDY 3004-N —T} 1k SEE N BELOW \P OR EQUAL I 1k EE NOTE BELOW g 2 1 rT RAFTER �� g 13 .2 x 6 172`RAFTER 3 x 8' ER L.L qJ5 BO MPH 1 PH 110 M L•L•= 'T' H 100 MPH 110 MPH L.L.= "}- 90 10 PH 110 MPH (PSF) (IN.) EXP.B EXP.0 EXP,B P.0 EXP.B XP.0 (PSF) (IN.} wA� E B EXP.0 EXP.B EXP.0 EXP.B EXP.0 {PSF) (IN.) �� EXp 8 C E -8 EXP.0 EXP,B EXP•C 024 16' 12'-2" 12'-Y 12'-2' 11'-1 11'-10' 11'.Y 024 16" 1T3- 17'3' 1T3" 16'-W 16'-8' 16'-1" 1I42 SB' 241-8" 2 4'-0' 22'-8- 23'S' 21'-10' 24- 9%11" 9'-11' 9'-11- 9'-8" 9'-3- 4' 14'-1' 14'•1' 14'-1" 1T-7' 13'-7' 13'-2" 24' 20'-0" 19'- 1SY-T 18'-0' 19'-1" 17'-10' 10 1S- 16'3" 16'3" 16'3- 15'-9" 15'-9' 15-2- 16- 23'-0" 23'-0' 23'-0' 22'-Y 22'-3" 21'-6' 10 032 SO 032 - - - - 24" 13'-3" 13-3' 13'3' 12'-10" 12'-10' 1 - 24" 18'-9' 18'-9- 18'-9" 18'-Y 18'-2- 1T-0' 16- 21'4' 21'-4' 21'-4" 20'-8" 20'-8' 19-1 15" 30'-2- 30'-- 30'-2 29-3' 29'3- 28'-2- 16" 1T- 17,4 17'•0- T-9" 1T-8' 17'-T' 042 .042 -04224' 17'-5' 1TS' 17"-5- 16-10" 16'-10" 3" 24' 24'-7- 24'-7' 24'-7" 23'-10' 23'-10' 2T4r 24' '-8" td'$ 14'-0" 14 14'6" 14'-4- 18' 9'-4" 9'-1" 9-4" 9'-4" 9 9'-2' 18" IT'2- 13'-2- 13'-2- 13'-2' 13'-2' 13'-0' 024 .024 - - - - - - 24- T-7" T-T T-7" T-7' -7' 7'-0' 10'-9" 10'-9" 10'-9' 10--9" 10--9- 10'-7' 18' S2S' 12'-5 12'-5' 1 S2'-5 123" 16' T 1T-T 1T-T 1T-T tT-T tT4' 16" 14'-7" 14-7' 14'-7" 14'-7" 14'- 14'-7' 20 f .032 20 .032 24" 10'-Y 10-Y 10' 1P2' 10'-Y SO-0' 24" IV-4 14'4" 14'4" 14'4• 14'4' 14'-2' 24'. 11'•11' 11'-11` tY-11' 11'-11' 11'-11' 18" 16'-4' 16'-0' -0" 16'-4' 16'-4" 16'-1' 16" 23'-S' 2 23'-1' 23'-1" 23'-1' 22'8" 042 30 .042 - - - - - - 24' 13'-4' 13' 13'-4" 13'-4' 13'-4' 13'-2" 24' 18'-10- 18'-10- '-10- 18'-10" 18'10' 18'-7" 16' - - - - - - 16- 10'-10' 10-50 10'- 10'-10' 10'-10' 10'-10" .024 •024 * NOTE:SINGLE RAFTERS SPACED 19'O.C.MAY BE USED AT 24" - • - - - 24" 8'-SO 8'10" 8'-10' '0' 8'-10" B'-10' 3Y O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED 1 10-3" 10-3' 10'3' 10'3' 10'3' 10'3" 16" 14'•6' 14'-6' 14'-6" 14'-0" 14'-6' 14'-8' 24.O,C.MAY 8E USED AT 40'O.C.WHEN DOUBLED. 30 .032 30 .032 24- 8'-4' 8.4` 8'-4' 8'-4' 8'-4` 8'-4' 24" 11'-10" 11'-10" S 1'-10" 11'-10- 11- 11'-10" 18' 13'S' 13'-5' 13'S' 13'-5' 13'-5' 13'-5' 18' 19'-0" 191-W 19'-0" 19'-0" 19'-0" -(Y' PROJECTION SPAN 042 .042 O.Hj 24' 11'0" 11'-0' 11'-0' 11'-O' 11'-0" 11'-0' 24' 15'8' 15'S' 15 6' 15'•B' 15'$' 15 TRIBUTARY WIDTH T LE - CLEAR SPAN (FT.) O.H. aM77 0 10 11 12 13 14 15 to 17 to l0 20 21 h 35 5 8 7 7 B 8 9 9 10 10 11 7AISUTARV TRIBL/TARY= 1' 4B 6 7 "! 8 8 9 9 10 10 11 11 12 yy1OTH 142 SPAN-O.H. 57 7 8 9 9 10 10 11 11 12 12 13 3• _ B 8 9 9 10 10 11 11 12 12 13 13 14 + NOTE:TRIBUTARY ON MULTIPLE SPANS IS 4' - 9 9 10 10 11 11 12 12 13 13 14 14 15 EOUAt.TO CENTER SPAN TO CENTER SPAN 11 1 12 12 t3 13 14 14 15 15 i6 ORAWN LNE LOAD_BY:E.N. PATIO COVER SYSTEM A5 MFG. BY: IAPMO Evu.uartQN DATE:171N<011 TOM CAMPBELL a,ASSOCIATES,INC. 10,20 a 30 W DURALUM PRODUCT&,INC. REPORT NIJURFR SCALE•NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGNEEH:NO RAFTER SPANS HORZ WIND- 8289 ALPINE AVE..BACRAMLTNTO.CA 9382a EMI ES- REMISED By- RANCHO CLICAMONGA•CA(951)741-2107 90,100 a 110 MPH (e101 as2-roz1 EA>t a0a 131saaS0a0auelum mm SHEET 7 OF 33 COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX.HEIGHT=1Q' }--3 2-1 HEIGHT C =10' G =3'SQxI-. 1 13.00'SQ- 3.OQ•5C]. � aso snls � 3.00" •sQ xa.zso' SIDE-1 "3'3O xt".313" 3- O J -4-SQX".188' 032' TyP' 048'STEE! =1. L-Jle--O 5/B'PLASTIC PLUG .28' 3.0.OR 4.Q' 3"SQ.ALUM. POST 3"SQ.ALUM.POST MAG POST S E WITH SIDE PLATES OD - 3"SQ.ALUM-POST STEEL P ALUM.ALLOY 301 4 H38 ALUM.ALLOY 3004-i38 STEEL POST ALUM.ALLOY 60&3 78 ASTM A500 GRADE B ALUM.ALLOY 3.00"OR 6063 TB 2.40" q_7110.0 HOLE 1.375" FOR 30 MB 2 FLANGES 0 2 1I8'APART O .75' ASTM STEEL 1.12s 25, HSTALL tYi'x ty5' 'HDc ASHER PLATE A7 HORS .75 .7S FLARES 167• 3"W OC EA. 1.60" SIDE OF FLANGES NSTALL 1}�•x U4'S -*HDG .Q9�"TYP. POS ON Y 5. q 1-7116.0 HOLE WASHER PLATE AT ANCHORS &2-3/8'HOLES FOR 110 MPH fL 2-S/16.0 H q TYP.EA.SIDE ALUM"T"BRACKET STEEL BRACKE 5 MAR 2 41(111 T=.Q6Q"TYP, (4}.SDS 25412 ~ No. fir; u� ALUM.ALLOY 3"x 8"ALUM.RAFT.BRACKET fi083 T6 3'x 8"ALUM.HEADER "H" BRACKET HEADER BRACKET JAPW EVALMATMN DRAWN BY:EN. TOM CAMPBELL&ASSOCIATES,INC. LNE LDAD• PATIO COVER SYSTFM AS VFG.BY' DATE:171G2011 C--N +0,20 a 30 paf DURALUM MODUCTS,INC. FtEPORT NUMBER SCALE:NONE GOMMERCLAL AND RFSIDENTIAL STRUCTURAL ENG h� ING 003T TYPE& 'CRIL WIND• 11700 ALPINE AVE.,SAGRAWE.NTO.CA 95a2E El- IREVlSE[)BY:__,_ RANCHO CUCAMONGA.CA(>131)741.2107 00,100 a 110 MPH i(I)IO1452-7C21 FAX 403-1519 a f..WWW ml.car SHEET 8 OF:33 ] HANGER CHANNELS AND MOUNTING BRACKETS ALUM.3004-H36 WALL FASTENERS SEE TABLE 300' .07 2-740 .O1 2 DNA. n4 Sat3 PANEL .06 to OR f8 SMS T=•OW . iQ .2B1' ACT 5' WALLFASTFNE4M o WALL SEE TABLE 16 FASTENERS ALUM.ALLOY FPANEi 3. (MEMRAIL SEE TABLE 6063-T8 ALUM.AU OY APPROVED 3.OR 4' 1,75' O 914 SUS 0 EA CONTACT 6063-TB 6063- Y INSUL-ROOF PANEL ROLLFORMEO HANGER E NGER CHANNEL � OAR 2 20�1 WALL CONNECTION O I.R. HANGER ( C ) FASTENERS,SEE LE HANGER I RAIL FASTENER TO FA09CIA,VYALL (VU D,MASVNRV OR CONC.) �•h a A34 FRAM! ANGLE ol IAT WOOD STUD ASONRY(SOLV-GR RCHANNEL, R 3X SEE TAB DESI AT 2x FASCIA 16-O.C. CFL ASTENER)O NC. Gl RAFTER B ET. LL= - 0 LL-30 L-L=10 =2D �0 LL=10 LL�O 0 90 B C D E E F I O.37M 100 A B B C D D E B C D D E ALUM. PANEL 2X OR A E IF DESC N G E NOTE BELO 3x ALUM,RAFTER A= ?5t lA34 � 1 RAFTER 24"O.C.MAX. ` �Q• FASCIA B EXIS VES,RAFTER z B 2S4 WI RANI ANGL EACH SI OF RAFTER(2 PER RAFTER),STAGGERED,24`O.C.MAX. ALLOW tloPROJ. EXISTING EA C=SD$25417 AT EACH STUD,16'O.C.MAX. F AL1F SEE LE BELOW OV[W1ANG vl a. D=3d lax 4' G-- Al CH ST D 31W (24-MAX.) LLrn 'E= x A •O.0 O UTED CMU CELL OR CONCRETE B' 0 STEEL 8 x 1 11B' t 1 r O.C.1NT ID�ROUTEO CMU CELL OR CONCRETE D IWO HOLLS,TYP. •HltTl QLINCK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1 0 EXISTING EAVE CONNECTION 2 1 1/2' tON L.I-e(2)p14 SMS FA SIDE � 2O#r-WL.L.-(2)#14 SMS EA.SIDE o° ! EXIST,RAFTER ALLOWABLE DECK 1 RAFTERS U-BRACKET RAFTERS SPACING OVERHANG(L) LL=10 LL=2 U=30 4"OR 1 lrt _ 1 114 r x 4• 16'o. . rs 18�• $• 1a-z NOTE:PR WATER PROT METAL R ASHWO FULL OR 7-0' 12'-4r 9-7' I r x 6 12'OR INTS AND SLOPE 2'x 6' 24'O.C. 12'-5' 111-8" E'-10' I 5"MIN. 3'x 6'ALtJM. R AW NOTCHED 4• T-4" 5'-7' FTER TYPIC RACK ET AT EVERY 2. 2'x6'FULL OR 2'-0' 19.11' 4' 14'8' 4.OR 1 1 2-xB'NOTCHED 2'SC ' -- -- —-- _ FOR SPAN SEE All[IWAfAE 0'NOTCHED �•O.C. 2'T 31'-11` 311-11' DECKAWTER SPAN TABLE EXISTING wood STUD FTRIW INr, EAVE LENGTH NOTE: 27C60E-L p2 LEDGER MAY BE INSTALLED WHERE 1' oRaAlrnclEn NEEDED TO EXIST.WALL AT WD.STUDS(76'O.C.) 2 EACH IWO x 3-I?LAG SCREWS L.L.-10 DESIGN LOADS AT EXISTING ROOF OVERHANG:RDL-1 W RLL-2op5f 2 EACH 7116'O x 3-1JZ'LAG SCREWS L.L- AND 3OPaf (3"4 W S )OIA.1 3N- (2•MIN.PENETRATION INTO PATIO CIWER THE INSTALLATION OF LAG SCREWS&WOOD SCREWS ARE RFQUIRED TO EXISTING WOOD STUD) HE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION INDS). NOTE:USELEDSFH WHERE ER SPACING 11.1.3 AND 11.1.4,RESPECTIVELY. EXCEEDS EXISTING 3 NG OTE:BRACKET SEE FOR ATT MENT NOTE:PLACE KA Ft EC OR SO4ft-^N DEMOUNTED THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SOS FASTENER ® -S MATERIAL BETWEEN BRACKET AND COMP. BEL TEH W1 TO BE IN ACCORDANCE WITH THE LATEST ICC-ES EVALUATION REPORT. FTER TO SHINGLE ROOFNO TO PROVIDE SEAL SAME C 'FCTION'S. ALL CONNECTION Q O BRACKET CONNECTION NANO EVALUATION DRANN BY:EN. TOM CAMPBELL S ASSOCIATES,INC. HANGER CHANNEL Live LOAD- A110 COVER SYSTEM AS MFG.BY; DATE 111D°Ot 7 10.20 b b P+r DURALUM PRODUCTS,INC. REPORT NUMBER SCALE:NONE CO%WERCtAL AND RESIDENTIAL STRUCTUARAI.ENG:NE£RINY1 AND BRACKET 10,20 ��? E2H6Kf VlrE A ' REVISED BY: RANCHO CUCAAK)UG.CA (R511Te1.21m nTTACKMETTTS no,1pDb IID%a," 1PIC)I45247=1 FAx403BA-1i51,azao.adum yxuraR, SHEE:FOOF33 COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM.7-ERAOICT USE WITH T BRACKET i POST TYPE B.C.O.OR E. STEEL POST (3 TS 3'SQ_POST Wl POST reFEF grAEFKFT RHJORK_ ;rFH �� OR F STTTTYPEJ (2y-�12 SA,tS EA. r�.P� LUM.r6RACKET: I �- 3'SQ.POST SIDE OF POST OR us= 2 MLTI 4 KVn TTI OR EOIUL t rr OLT$ 5f4'M.B.THROUGH _� _ i trl DEPTH OF 18"IN 7 POST �n so �VHjL KwX FOOTING 9D, I CON ALL ER 4 (2E1/4"0 POWERS WEDGE- z BB" TM E A38 BOLTS-,OR EQUAL,EACH sY.'E iOEPiN TEFL BRACKET TO SLAB. Fors KNnK ed.� - I T.O.C. MINIMUM DISTANCE TO �,�1 Ir.1r t7 EDGE OF SLAB=4'OR To CRACK=1 D" 4 ASTM A572 STE (1 V"MW.EMBEDMENT) '•• ti wa 3718' .i.- SLAB SHALL BE IN POURED CONCRFTE FRo END ^' •�''•' GOOD CONDITION roonNG SEE NOTE POST o m 3'SO.POST(STL,) _ i�'• OR FLUTED FOR SLEE3 i!2'MIN. SCHALE QUAR coHriTn OR 4 sG.POST(STT ) AUARE SEE FTC. 1N OL'1N/ TABIP FOOTING D IN SEAM INSERT SP LE PL,SJB"rHK. SQUARE POST EMBED. EXISTING SLAB O00000 3'SQ.POSTS TO CONC.FOOTING__ O NTO FOCIAING t 1 1 t(l D.0 STEEL E PLATE 1(} NOTES: 1,DO NOT USE ALUM.T BASE PLATE sCHEdJL PLATE SIZE E USED WITH POST TYP SEE SHT.9 BRACKET WITH WM BEAM 9"SCt.5W C,D,F.G.6 H ATTACHED ATTACHED ONLY WRNSERT,MAG BEAM,4'Oft FREESTANDING ERNATE FTG. FOOTING &ANCHOR B SJ r I-REAMS. 2 PDS-TTYPEE SE PLATE ANCHO cuss sRF I Rc.1 'CUM FTG. FOOTING SIZE SINGLE POSTS BASE TE ANGHOR BOLTS(SIZE a TYPE) BOLTS EMBED. T X js'X 5}-AT 19' 1 B'SQ. 12" STEEL BRACKET. (4)-3J4'O HILTI KMK BOLT TZ STAINLESS 2(Y 21'S0. 12' 23•a 24-CUBE 3114' STEEL PER I,C.C.ESR-1917 OR EQUAL 3-DQ.NPUST p (4 314"EMBEDMENT DEPTH) �' 25 �. 25'-31r CL6E (4}1f2'A 3 714' �NOT USELlSE STFF� MAR 2 4 20�1 24" 29 sa. zv a�TWrr 143EAM. 28' 32"50. 23' 31'-34" E (4}5J8 0 4' ROFESt71p 20' 3S SO. 25Q 3D' 39 So- ZB' CUBE (<}3M I1 4 3N' 3Z' 43"SO. 31 4D'-42-CUB 14}aw-0 4-' J _� &34' lNVTES: BDLTS S1fAlt 11 KWIK BOLT TZ STAINLES6 STEEL �•I.C.C.EVAlUAT10N SERVICE , ,ESA-1017 OR EOiIAL.3r3T 41".r ��CAtIFO� •c oC TWO W4'SLAs NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED IAPMO EVALUATION bRA15T1 BY:E.N. TOM CAMPBELL 6 ASSOCIATES,INC. COLUMN LIVE LOAD= PATIO COVER SYSTEM AS MFG.BY; DATEREPORT NUMBER SCALE: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEER'NG SURFACE MOUNT 10.20&30 pat DURALUM PRODUCTS.INC. SCALE:NONE AND EMBEDMENT HOAR.WIND= "l T ALPINE AVE.,SACRAMENTO,CA 936M ES- gl_lASE0IB RANCHO CUCAMONOA,CA(951)741-2107 ,o,100A110MPH 1(V16)452JWZ1 FAx40}1519—IftVauw^.mm SHEET 10OF33 HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT-CLIP GUTTER EXT.CLIP 2.00" icEwHFRE �1-0 , SPLICE W iERE SPLICE WERE occuRs aCcuRs 4 6 ms �D 2.57" 4.0- 7VP. 2.�s• J 2a' nP 2.31r 2 04 TYR �5• r rrP. p33P .28" z.r ASTM A653 GRADE 40 .038'R.F-GUTTER AR 2 410i1 ALUM,ALLOY ALUM.ALLOY FASCIA-ALUM. ALUM.ALLOY 6063T6 6063-Te ALLOY 3004-1 O 6063-T6 O D E LLFORMED 4.5"GUTTER MAG.GUTTER MAG BEAM O 37SQ. TE 1. .O 4" 3.0" ST 2• 136, f 3" e.s n �," ft� No.3 SPLICE SPLICE g A47 OWRE wRERE OCCURS 4" OccuRa yv.024" 8.0' 070• Q" 042" �2• TYP. 170" TYP. ALUM.ALLOY - 36 OR EQUAL ALUM.ALLOY 3004+136 M.ALLOY ALUM.ALL ALUM.ALLOY 3004-H36 OR AL OR EQUAL Cosa-rs O sos3-Ta G J J O 4" I-BEAM 7"I-BEAM 2 x 6 RAFTER DBL.2 x 6-5 BEAM 3 x 8 BEAM 7 3' —IS" 1� MAX� 3' � � �MAX`^� 3" � � .625' .375' —� •042" 04 .D42" T"14GA. 7.875 T•0.125 e• ��A66J GRAB 50 8'858" ALUM,ALLOY Op63-T6 AL1:M.hLLOY 30044�14 ALUM ALLOY 30 44M OR EQUAL OR EQUALL, f I ,6 5' II�_[.375" ALUM.ALLOY M34-H30 ,� 2.875" I— I✓1.75•--1 1 � OR EQUAL M W/STL. INSERT DBL.3 x 8 BEAM W/BBL. 3 x 8 SSTLINSERT O STEEL INSERT O SPLICE 1 13 INSERT P DRAWN eY:E.N. uvE LOAp= PATIO COVER SYSTEM AS MFG.BY- urMO EVALUATION DATE;1110/l011 TOM CAMPBELL 6 ASSOCIATES•WlV 10 20 a A DUHAL N PRODUCTS,INC. REPORT NUMOER SCALE:410NE GOMMERCUL AND RESfDEYTIAL STRUCTlh1Al.ENG4YEER?7G BEAM TYPES HORIL YY1tiD• 923g AlPWE AVE„SAC.RAUENTP,G 85828 - E3• REVISED BV: RANCHO CUGM(1NGA,CA(g51)741.2107 g0,1006 T10 MPH (916)452-7t721 FAX 403-1519 a daaQ4AlcnWrnCan SHEET 11 OF 33 BEAM TO POST CONNECTION DETAILS oPTX)NAL DECOPATNE FASCIA "L" I FASTENERS (WOoo,ALUM.OR HAROBORD I 3"x 8"x.042"BE V-0" 4-#14 SDS 3"SQ.STEEL 2'-0" 6-#14 SDS 14 x t/2'S.PoLS.EACH SIDE OF 3' MAG BEA FASTENER TO FASCIA-SEE TABLE ST 4-OALfl oLT wr As T-0" 12-414 SDS AL 1ATO FASTENER TO RAFTER TAILS-SEE TABLE EA.3to 3-SQ,Pori FASTENER SPACING-314" OPTIONAL LATTICE TUBES 014 x 1r2'S.M.S-TOP AT OVERHANG 6 BOTT.(2►-TOT. — + - 1.fY o � FI E 1 ; O t I ROOF PANEL 0 4 CL FASTENER g 112" z3s rsa Posy (4)-#14 SDS Q E/-SIDE 00 GROUP TOP&BOTT.TOT=16 RO UETTCR 00 EXTRUDEDALUM.BRACKET x It14 S.M.S.elrO,C- Z414 Y Ir.—S.M.S.EAC OF 3, FASCIA SO.P0ST_C4-MT ALTERNATE:V �' T WI WASHER EA SME OF .POST MAR 2 4 2911 2' 'L"SEE TABLE B 1f2'xrx.024 R O 3"X 3"ALUM.OR EL POST �„oFFs`s�a,r sO.POST RAFTER"TALL"TO GUTTER 1 oRO3 ` G EAM 3'so.POST a.STIL BF�ne 13 H-BRACKET TO POST NO m 3-125"FOR 3 x RAFTER x ALUM.ALLOY 3105 H25 _ i ��' — 1.50" `� 11ri, =.oao 66063-T6 28 2' 12" GA �� 1!2"SO..r so., OR 2*x3-LATTICE I 08 x 2"SMS,2 1rr Q 3-O.C.MIN. OR 3 1rr',TYP. LIP TO M-C.MAX, (4)-#14 x 3!4"TEK SCREWS BRACKET TO RAFTER 1 112"SQ.OR 2"LATTICE TUBE "MIN. O ALUM.ALLOY 3105-J-125 RAFTER ��� r O .28" I 3 I 2" p (4)-#14 x 314"TEK SCREWS OR(6)#10 x 314"TEK S EWS BRACKET TO BEAM 25c3"LATTICE TUBE P� LATTICE TUBE TO RAFTER 17 "U"BRACKET-RAFTER TO BEAM 1 DRAYM BY:ESN. 70M CAMpBELL 6 ASSOCIATL•5,WC. I-IVF GOAD= PA110 COVER SYSTEM AS MFG.BY. 1APA1O EV U)1AFR DAIS 17702011 BEAM TO M9T 10,7i1 A 31)Pf DURALIIM PRODUCTS,INC. REPORT NUMRF.R SCALE N�Of�E COMMERCNL AJ.Ip RE3:DENTIAL STRUCTURAL F,N{',,W[ER1N3 ATTACHMENT HORIZ-WIND' [918) 1li0 ALPINE AVE..SACRAMENTO.CA 95M Fs- REVISED BY: RANCHO CUCAMO-fGA.CA(951)741-21 W 9o.1Dp R.I I a MPH - asz-Toz1 FAx4D31519 SHEET 130F33 DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION 1BEAM SPLICE TO OCCUR DIRECTLY OVER 5/6"0 PLASTIC POST.NOT PERMITTED PLUG WHERE I tr2'oR 2"LATTICE . #8 S.M.S, MAR 2 4 2011 6 SCREWS I @ 2-POST UNITS ALTERNATE tn' DOUBLE RAFTF - PER SIDE I SCREW IS INSIDE BOLT CONNECTIO PLAN 2 - ,5" 414 SMS MAY ALTERNATE Q� BE USE AS 4-#14 S.M.S. Q� roA`�9_/ 3.5"" 3,5^ BE TO RAFTER To 1 ` 114"0 BOLTS CONNECT. A O $^ 8"BEAM No. 37M ORD 4.5' (r ;v 6414 SMS— 1. * EACH SIDE ) 1 6 1/2"SIDEPLATE EA. SIDE SEE POST SCHED. 3-x 3-STLPOST(94 14 SMS EA,SIDE INSERT ATTACHED a (2}am�5'AOR ��` TOP,MID HEIGHT 3 x 3"STL.POST CO 6"LU (2)-3"xHEADER A-_ AND BOTTOM. 3"SQ.POST BETWEEN SIDE PLATES FOR FREESTANDING 2 x 8.5'SIDEPLATE BEAM TO POST CONNECTION 21 POST SCHEDULE 3"SQ. x.032"+(2)-2"x 6 1/2"x.024" 3"SQ.x.032"+(2}2"x 6 1/2"x.032" DBL. RAFTE BL. HEADER CONN. 19 W/(6)-#14 S.M.S.EACH SIDE. W/(6)414 S.M.S.EACH SIDE, USE ON CONC.SLAB ONLY USE ON CONC.SLAB OR FOOTING. #8 S.M.S. H SIDE LATTIC t 1/2"OR 2" sSTING SH- NG DBL.3"XB'X.D42 a-- OR DBL 2`XB.T BEAM } 2Sil'LEDGER _ (NEW OR EXIST.) 2'x6.5"OR 3" 'RAFTER to ALTERNATE: SOLT 5 s ° 0 ALTERNAT (2)SDS25417 (2)-#14 S.M. ACH RAFTER TO COLUMN C NECTION 518"0 ACCESS HOLES (4-TOTAL) INSTALL 6-1114 X%" - ALTERNATE: 3"SQ.POST LONG SDS Q EACH (2)-2x6.5"OR(2}3'x HEADER EXIS HEADER TO COLUMN ALTERNATE: 1" CO OR EQUAL (12 FASTENERS PER 3"x3" 0.024" (1)-1/2-BOLT OR 2,5"PENE.INT CH WOOD STUD CONNECTION) CO NECTOR (2}#14 S.M.S.EACH RAFTER EX! . TUCCO/ LEDGER DOUBLE HEADER STUB COLUMN TO DOUBLE HEADER CONN. 20 TTACHMENT DETAIL 22 COLUMN DETAIL DRAWN VY:E.N. L1yF;Logo y PATIO COVER SYSTEM AS MFG.BY: lAPMO EVALUAnoN DATE:111=011 CLAM CA RESIOE I ASSOCIATES,INC. LATTP 10,20 a 30 W DURALUM PRODUCTS,INC. f2FPf7R7 NUA76ER SCALE NONE COMNERC ULL AND RE$ID£NTIAL STRUCTURAL CONNECTF6N3 HDHIZ.WAND- 6269 ALP1N E AVE.,SACRAMENTO.CA 9562E ES- REMSED BY: RANCHO CUCAMONGA.CA(051)741-2167 90,100&110 MPH [9115)4V T021 FAX403-1519 1t91¢�com SI IEET 14 OF 33 10# L.L. 90 ESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C D L.2 x6.5"x.032" ! . YxTx-042" BEAM TW" BEAM w/INSERT DBL. 3"x8"BEAM S> 3"x8 BEAM EACH w/A 3"x8"STL. INseploT r � AX.POS MAX.POST REESTA D ATTACH FRELSTAND ATTACHED FREESTANO ATTACHED FHEESTAND ACHED p MAX.COL. MAX.POSI MAX.POST 1 m_— A GIN SPACING MAX.POSi 5>? 3 SPACING F DBL. IN. M SPACING MIN. MiN. SPACING MM. MIN. SPACING MIN MIN. m DNS 2"x0. DEAN 9J. POST FTG. ST (SPAN) OST FTG. POST (SPAN) FTG. POST �G' POST (SPAN) FTG FTG. ( ) ST TYPE (W') E {IN.) (IN.) TYPE (IN,) TYPE (IN.)* TYPE ) (IN.) P PE (IN') TYPE 4' 17'-0" 1 T 8" 12'-8" 30 F 15 B 18'-2" 30 G B 23'-T 34 (� 19 B 33'4" G 21 B 4, }1'- " 11'-10" 16'-9" 21'-9" 21 30'- ^ 23 11'-4~ 11'-4" F B 16-0' 31 G }8 21'-1^ 33 G 19 B 29'- 33 22 B , 5' 13'-7' 10 6" 10'-7" -31 18 15'-0" 20 19'6" 22 7'�" G 24 E 5 11 10'-4" 1 33 16 B 14'-10" 33 1 B 20 13 T-3" 22 B "'-8" 18 13'8' G ZO B , 33 G 22 25'-2" 33 C7 25 E 6, -7• 9'-7" 34 17 13'-8' 19 1T-1 20 B 25'-2" 23 B 7' 9' 8" 8'-10" 8'- ^ G }9 B 12'8' G 21 B 18'-5' G 3 C 23'-3" 34 G 26 —E— G G 17 B 12'-1 35 G 19 B 16'-8` 21 B 23'-7" 35 G 23 B 8, _ T4- 8'-4" 19 11' 10' 21 15'-5' 23 E 21'-9" 26 E 9' T-7" 8'-6' 8'-5" 17 12'-1" 20 15'-9" B 22'3" 24 E 7'-1 G 19 B 11'-2' 37 G 22 B 14' ff G 2 E 20'6" 37 G 27 F 9' 8'-0• G 18 B 11'-6" 39 G 20 B 14'- 38 22 21'-1' �+ 24 E 10' 6'9` T 2' 6' 38 20 10'-7" 22 13'9' G 24 19'8" 38 G 27 F 10' 11' 6'2" T 8^ 7'- 39 18 10'-11" 20 14'-3 22 B 1" 25 fi 6" 7'-2' 20 B t 0'-1• 39 (j 23 13-2. 39 C3 25 E " 39 {j 28 F 11' 7'-0" 4^ 18 10'-0• IT 7 22 B 9'-3" 25 E 12 5 e' s'-0^ s'-10" 39 G zo B 9'-9^ 39 G 23 B 12'-7' 39 G 25 E 17'-s" G 2s E 12' 6'-6• T-0" 1 10' 1' 21 13'.1" 23 B 18'-6" 25 E 13' S'-2' 6'4" 40 H B 9'-3" 40 23 B 12'-1" 40 hl 25 E 17'-1" 40 28 F 13' 6'- 6'-9" 18 9'-8^ 21 -7 23 B 1 -10" E 14' 4' 10" 5'-2" 5'-6 5'-So~ 41 H 2a a' 41 H 24 B 11'�• 41 H 26 E 1s'-5" 41 H z F 14 7" " 18 B' 21 12-2" 23 B 1 T'3" 26 15' 4'-6" 4'9" 5'-6" 42 ( � 20 8'-8' 42 H 24 B 11'3• 42 H 26 E 15'_}t" 42 29 15' THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE MAR 2 4 7011 - FESSb SELECTED BEAM. m No. ^' ay it �P NOTE' FOOTNOTE: 'SAMPLE' FOOTING SHOWN REPRESENTS LENGTH OF Ofic EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS,CUBED FOOTING SIZE -a FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6'EACH SIDE FOR FREESTANDING ONLY. SEE ALTFJZNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B 8 C. SHT.10 FOR ATTACHED&SHT.25 FOR FREESTANDING EVALUATION D svWN BY:E N. TOM CAMPBELL 6 ASSOCIATES,INC. soup Ll L(,An= PATIO COVERS STEM AS MFG.fiY: DATE:1110MI1 POST SPACING TABLE 1D,26 aa0 Pn DURALUM PRODUCTS.INC. REPORT NLLISER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANOINO SHALL NONE NORIL WIND- 8269 ALPINE AVE.,SACRAMENT(,,CA 95026 £'' REVISED BY: RANCHO CUCAMONGA,CA(95SI IG1-2767 AND ATTACHED 1 On LL 90 MPrf 90.11X1 a 110 uPR 197e>4sza621 EA7(40:s-75:0 ea6.,0d„„w,,,rb„ SHEET 17 OF 33