Loading...
09-0276 (PAT)f r P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 09-00000276 4543.5 DEERBROOK CIR 604-405-010-36 -23995 - PATIO COVER - RESIDENTIAL LOW DENSITY RESIDENTIAL 4655 Ta�/ 4 44" Architect or Engineer: r t BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: BABAO WILLIAM M 4643.5 DEERBROOK CIRCLE LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Contractor: OUTBACK PATIO & SUNROOMS, INC. 6260 RIVERCREST DRIVE STE E RIVERSIDE CA 925.07 (951)697-0158 Lic: No.: 483069 3 j24/09 MAR 2 5 2009 OF LICENSED CONTRACTOR'S DECLARATION ---- - - - - -— WORKER'S COMPENSATION DECLARATION I hereby affirm, under penalty of'perjury that I am licensed under provisions of Chapter (oommenoing.with I hereby affirm under penalty of perjury,one of the following declarations: Section 7000) of. Division 3 of the. Business and Professionals Code, and my License is in f and effect. I'have and will maintain,a certificate.of consent to self -insure for workers' compensation,:as provided Lice GI ss: B C36 License No.: 483069 _ for by Section 3700 of the Labor Code, for the. performance of the work.,for which this permit is Date: tractor: issued. 1, have and will maintain workers' compensation insurance, as required'by Section 3700 of the Labor Cade, for the performance of the work_ for which this permit is issued. My workers' compensation OWNER BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty,af perjury t I am exempt from the Contractor's State License Law for the Carrier STATE FUND 02/0I/18Dlicy Number following reason (Sec. 7031.5, Busi _ and Professions' Code: Any city or county that requires,a:parmit to = I certify that, in the.perforrrance of the work for which this,permit is issued, I shall:not employ any construct, alter, improve, demoli , or repair any structure, prior to its'issuence,.also requires the applicam'for the person, in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statem that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to,the workers' compensatio ns of Section License Law (Chapter 9 (co eneing with, Section 7000) of Division 3 of the, Business and Professions Code) or that he or she is exempt therefrom and 'tha basis for'tha alleged exemption. Any violation of Section 7031.5 by 3700 of the Labor Code,, l shall forthwith comply with t prov' ' any applicant for a•permit subjects.the applicant to a civil penalty of not more than five hundred dollars ($500).: ate:,icant: ' 1—) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business: and: Professions Code: The WARNING: FAILWE TO SECURE WOR 'COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does'not apply to an owner of property who builds -or improves,thereon, SUBJECT AN EMPLOYER TO, CRIMI PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS'($ 100,000).. IN ADDIT TO THE COST OP'.COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within. SECTION 3706 OF THE LABO ODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he:or she did not build or improve for the purpose of sale.). (_ 1 I, as:owner of the property, am exclusively contracting with licensed contractors to,construct the project (Sec. 7044, Business and Professions Code: The.Contractors' State Ucense.Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projectswith a contractor(s) licensed pursuant to the Contractors' State Ucense,Law.): (_) I am exempt under Sec. ,. B'AP.C.. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction, lending agency for the performance of the work for which this permit is issued (Sec: 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application: 1. Each person upon,whose behalf this application is made, each person at whose.request and for whose benefit work is performed under or pursuantto,any permit Issued as,a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quints, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued, as a result of this application becomes null and void if work isnot commenced Within 180. days from date of issuance of such permit, or cessation of work for 180 days will subject permit.to cancellation. I certify that I have read this application and state that the aboveinformation is correct. I agree to comply with a city and county ordinanws,and state. laws relating to building construction, and hereby authorize represent a�of co y tot nter upon th above-mentioned propert ion purposes. Si tura (Applicant or Agent I . .. Ok^ , Application Number . . . . . 09-00000276 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 72.00 Plan Check Fee 46.80 Issue.Date . . 'Valuation . . . . 4655 Expiration Date . . 9/20/09 Qty Unit Charge Per Extension BASE FEE 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 2-7.00 --------- -------------------------------------------------------- Special Notes and Comments 10 X 17 & 9 X 2.0 (TOTAL 3.50 SF.) ATTACHED ALUMINUM PATIO COVER. CONTRACTOR TO BOND COVER. Other Fees . . . ----------------------------------------------------- . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due - -- -- Permit Fee Total -------------------- 72.00 ---------------- .00 H ---- 72:00 Plan Check Total 46.80 .00 .00 46.80 Other Fee Total 1.50 .00 .00 1..50 Gravid Total 120.3;0 .00 .0:0 120.3.0 LQPERMIT Name W IIGn' �fetf-,- gabao Address ys q35 Qgc"jbo� C, La CA- 92253 Phone - OUTBACK PATIO & SUNROOMS INC www.outbackpatios.com (800) 37 -PAT 10 (951) 697-0158` g11-1' 0 APN° 05�©Ib t -or t ✓ b %g- ° 2-3795 -6 CITY OF LA QUANTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAT 9 - a BY A � de— MR 'S'e.4'b4c �r06►�ff pftsfS 4b foot 't DvNc� .,Q , iw 4 COVET GENERAL NOTES: PATIO CITY OF LAQUINTA Ri in nING & SAFETY DEPT. FOR CONSTRUCTION DAT at�.p . BY UM PRODUCTS, INC. GOVERNING CODES : 1. THE DESIGN COMPLIES WITH THE 2006'INTERNATIONAL BUILDING CODE, 200611 TERNATIONAL RESIDENTIAL CODE; 2007 CALIFORNIA BUILDING CODE, ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM'MANUAL-ADM 1-00. MAY 012000 DRAWING NOTES:. 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 ENCL'OSABILI7Y, 4; THEORAWINGS AND'SPECIFICATIONS SHOWN REPRESENT THE.FINISHEO 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, 5. THE APPROVED SET OF DRAWINGS AND`SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND ,SHAL_L BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALLBE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONSA NITHOUT AN APPROVED CHANGE°:ORDER: 6. LATTICE ATTACHEHA D AND FREESTANDING PATIO COVERS SI* ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL: 7, SOLID, ATTACHED PATIO COVERS MAY BEIENCLOSED IN ACCORDANCE WITH IBC APPENDIX 1 OR, IRC APPENDIX H. 8, ALL NEW CONCRETE FOOTINGS SHALL BEAR ON; FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN,ATTACHED PATIO COVERWAY SECURED TO AN EXISTING'CONCRETE=SLAB PROVIDED THE SLAB IS AT LEAST'3 1/2 INCHES THICKAND IS LOCATED IN AREAS WITH A•FROST DEPTH OF•ZERO TO A MAXIMUM. COLUMN LOAD'OF-750.POUNDS. 10.:20 POUNDS PER'SQUARE FOOT L.L..AND GREATER MAYBE COMMERCIAL A USED AS CARPORTS'ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO, DESIG M_CONSI DERATIONS: .14"MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. I5..MINIMUM PATIO COVED SIZE:,80.SQUARE FEET. ' •16..MINIMUM SIZE 00 EXISTING ROOF OVERHANG AT ATTACHED COVER:50'SQUARE FEET. 1-7. COVERS ARE 'DESIGNATED "RIDGED BUILDINGS"'AS DEFINED IN:ASCE/SEI 7, SECTION 6.5..13. 18. COVERS SHALL NOT BE INSTALLED.INAREAS NEAR'HI"S, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI7, SECTION 19. THE FREESTANDING AND ATTACHED SOLID.PATIO COVERS:NOTED'HEREIN'ARE DESIGNED As., OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6:5.13. 20,_THE FREESTANOING.ANO ATTACHED LATTICE RATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE' WITH ASCEISEI 7, SECTION. 6.5.13. 21. 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). 22. THE RATIO:(UP); PATIO COVER LENGTH (L, FT.) DIVIDED BY THE:PATI000VER PROJECTION OR WIDTH (P, FT), SHALL NOT BE'LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 23; ALTERNATE°ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE -SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATIONAND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS: 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH. OF 2,500 POUNDS,PER'SQUARE INCH. 25. DESIGN VERTICAL SOIL BEARING'PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS'PER SQUARE PER FOOT OF FOOTING DEPTH. (EQUALS 10.O.PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED: RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM_ TO ASTM-AS53, GRADE 40. 27, EASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4: STEEL,BOLTS•SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD.ANO LAG,SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL, DESIGN SPECIFICATION. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK.BOLT TZiCARBON STEEL ([CC -ES ESR -1917) INSTALLED WITH SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 170.4.13 OR APPROVED EQUAL. NOTES: ALL COMPONENTS.ARE INTERCHANGABLEUNLESS OTHER WISE NOTED DESIGN LOADS: 11. RESIDENTIALAPP,LICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER 1 AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PERSQUARE FOOT,. SNOW LOADS: GROUND:' SO POUNDS PER SQUARE"FOOT. ROOF: ,30 POUNDS PER SQUARE'FOOT (EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND :C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. SEISMIC DESIGN CATEGORY 0. 13. DESIGN LOADS COMBINATIONS:ARE IN ACCORDANCEWITHIBC:-SECTION 1605.12, 12. COMMERCIAL APPLICATIONS r IBC CHAPTER 18.: ROOF LIVE LOADS: -20 POUNDS PER SQUARE. FOOT. . SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF; 30 POUNDS' PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE), WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES SAND C. 11O'MILES PER HOUR, EXPOSURES BAND C.. SEISMIC LOADS: SITE CLASSIFIACTION D: SEISMIC DESIGN CATEGORY D. DRAWN BY: K.K TOM CAMBELLI4'ASSOCIATES. INC: LIVE LOAD • ' PATIO COVER SYSTEM AS'MFG„BY: JOB NO GF07-0874 . DATE 10/23[!007 COMMERCIAL AND RESIDENTIAL BTRUCTURALENGINEERING 10; 20 d 30 PO IDURALUMPR,ODUCTS. INC. RANCHO CUCAMONGA. CA (961) 741.2107 GENERALNOTES HORIL.WINQ• 6269 ALPINE. AVE., SACRAMENTO, CA 95920 SHEET 1 OF 29 REVISED BY;K:K.d'D.P. REVI.E By: an,1MAr1nMPM MIRIAS7-7071 FAX,AM1 —18 i • z RAPMSEET LERam . AND SPACING- " MAX PROD. MAX • BEEBCHEDUIP� CA\b_ 25% OF SPAN &0-.H+'-.4 / .. OPEN LATTICE TYPES ONCE: THIS OPEN LATTICE•TYPE STRUCTURE SESCHEDULE MAY ,NOT BE ENCLOSED OR COVERED. \ + RAFTER. 8EE FOR , [ TABLE" \\ AND SPACING Pb6" _ ow SEE DRAWN BY: KK TOM CAMBELL 9. ASSOCIATES, INC.- SCAEDVCi• d0. PATIO COVER, SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10@32007 'COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING +e 0.10 3 30 psf ".2.3' IF.sIOTH OF STRUCTURE VARIES 0 ER- SCALE: NONE ". • ST WRH BIDE• - STRUCTURES HORI2 WIND PLATES SEE DETAIL sos sa aarm� • REVISED BYE KK a D.P. NOTE: EACH COMPONENT IS INTER- . 3//2' SLAB ATTACHMENT MAY. Be USED WHERE CHANGEABLE' WITH ANY OTHER QFFr. ,- COMPONTENT'UNLESS OTHERWISE SHOWN. BEER 0. FOOTINGWHERERP 7.1w., - QAOI+ SEE SCHED. FOR FOOTING - OPEN LATTICE -TYPE PAT10 ROVERS TN9S OPEN STR _NOTE: iwzrgfr—MAY OTYPE NBE ENCLOSED OR O TYPE "E" &TTACHED SINGLPANC STRUC U S & No.., . 6cp. 3 RAFTER. BEE TABLE MAX' PROJ.. FOR BRE EEE SCH LN=•: THIS OPEN LATTICE -TYPE STRU AND SPACING - — MAY.MLBE ENCLOSED OR _ C ^PTHEIGHT SEE CH�DIAJ •LENGTH OF STRUCTURE VARIES VENT I&INTER- NY OTHER iS OTHERWISEAHOWN. "F" ATTACHE IY 012008 7'C —ET ORT DETAIDETAI T LENGTH OF STRUCTURE VARIES SEE POET b NOTE: EACH COMPONENT IS INTER- MAY Irr r QED r CHANGEABLE WITH ANY. OTHER ' TO CONSTRAIN COMPbNTENT UNLESS OTHERWISE. SHOWN. FOOTING. SEE SCHEDULE NOTE: EACH COMPONENT IS INTER - OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED COMPONTENT UNLESS. OTHERWISE SHOWN. SCALE: NTS SEE SCHEO. FOR 'FOOTING GCUBE SIZE' TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING ,VLA8 ATTACHMENT USED WHERE PERb9YNED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE. LATTICE STRUCTURE NOTE: THIS OPEN LAT.RCE-TYPSSTRUCTURE ,e MAY NOT BE ENCLOSED OR COVERED. 3 1/2' BLAB MAY BE USED 'TO CONSTRAIN FOOTING. SEE 8CHEOULE . FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE 812E I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL 9. ASSOCIATES, INC.- LIVE LOAD • . PATIO COVER, SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10@32007 'COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN'.LATTICE 0.10 3 30 psf ".2.3' DURALUM PRODUCTS, INC. 3 OF 29 ER- SCALE: NONE ". ALTA LOMA. CA (931) 7414107 STRUCTURES HORI2 WIND 9269 ALPINE AVE.. SACRAMENTO, CA 95926 sos sa aarm� • REVISED BYE KK a D.P. 80,100 a 110 MPH (916J X52-2021 FAX }O3+1S79 sales®6urelum.eom ATTACHMENT CHANNEL ALUMINUM SEE DETAIL "--1 ROOF PANEL . SEEPO SEESCHEDULE gm FOR SPANS CTIpH FLE8R 'ARIES %0 O. S "O.H." NOT TO'EXCEED 25% OURALUM PRODUCTS ;INC. OF SPAN .{ SEE DETAIL FOR SPLICE "O.H." NOT TO EXCEED Z51A O,HBEEN��EO� ALTERNATE. OF SPAN OST SP SO. POSTS: SIZE VARIES SEE DETAIL FOR SPLICE - SEESCNFp C 3 3 1/2" SLAB ATTACHMENT 80,100 & 110 MPH = SEE SCHEDULE FOR POST SPACING MAY BE,USED WHERE SO. POSTS, SIZE VARIES ALTERNATE: - PERMITTED. �, SINGL2 POST SEE SCHEDULE 3 iQ" SLAB ATTACHMENT SEE SCHEDULE MAX. HT.= 12' MAY BE USED WHERE POST AND'AT END BAY " _ FOOTING WHERE REQUIRED SEE SCHEDULE FOR.FOOTING CUBE SIZE TYPE "A" ATTR HED SINGLE SP MAX. HT.='12' 'CHANGEABLE WITH ANY OTHER ALUMINUM ROOF PANEL, SEE°SCHEDULE WCANTILEVER OPTION FOR SPANS 3 1& SLAB 0. "O.H'.' NOT TO EXCEED 25% OF SPAN ALTERNATE: SEE DETAIL FOR SPLICE AOSTSe SO. POSTS, SIZE VARIES SINGLE POST SEE SC '�C/NG MEpUL f` .3 1/2" SLAB FOOTING, SEE MAY BE USED ALTERNATE: - TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE SCHEDULE 'THIS Iti• j �� FOOTINGIWHERE:REQUIRED POST DAT END S. SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2,x 94 STEEL ROD SOLID PANEL ' TYPES LENG7yl SEES NLS SEEPO 0 ANpSL FSTRUCTU EPRO/ gm ALUMINUM CTIpH FLE8R 'ARIES %0 ROOF PANEL S E SCHE ULE _\ Ep OURALUM PRODUCTS ;INC. .{ SCALE: NONE "O.H." NOT TO EXCEED Z51A O,HBEEN��EO� ALTERNATE. OF SPAN SHEET 2 OF 29 v U SEE DETAIL FOR SPLICE - OPTIONAL: CANTILEVER BEAM 80,100 & 110 MPH = SEE SCHEDULE FOR POST SPACING SO. POSTS, SIZE VARIES O H. �, 25 6 22 3 iQ" SLAB ATTACHMENT OFSp� N tv MAY BE USED WHERE POST AND'AT END BAY PERMITTED... --( NAL: OPTI CANT EVER B SEE SCHEDULE I NOTE: EACH COMPONENT IS -INTER - SSSS SAAIcn- CNEDU�S MAX. HT.='12' NOTE: EACH COMPONENT CHANGEABLE WITH My 0 COMPONTENT UNLE S.OT -• � rRU CT URE VaRJR l WAV NOT BE EMCLOS. "GOPTIONAL: CANTILEVER 8EAM •SEE.SCHEDULE FOR POST SPACIN t ? %O S � P SPLICEAT T END SA THIS �— AT END BAYS. NOTE: EACH COMPONENT IS INTER- CHANGEABLEWITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. :ANTILEVER OPTION 012008 ATTACHMENT CHANNEL SEE DETAILS MIN. OZ' SLOPE PER FT. POSTOPTIONAL: CANTILEVER BEAM TOM CAMBELL &ASSOCIATES, INC: SEES NLS SEEPO HE SPACINDUUE G gm SLOPE PER FT.' O.H ARE V %0 'SCUD PANEL fMAYNGT OURALUM PRODUCTS ;INC. .{ SCALE: NONE i O,HBEEN��EO� ALTERNATE. 2 OFSp,� SHEET 2 OF 29 "O.H " NOT TO EXCEED 2596 REVISED BY: K.K. & D.P. SINGLE POST 80,100 & 110 MPH OF SPAN SEE SCHEDULE �, N NOTE. O SPLICE AT'THIS POST AND'AT END BAY SIZE NAL: OPTI CANT EVER B SO. POSTS„SIZE,VARIES NOTE: EACH COMPONENT IS -INTER - SSSS SAAIcn- CNEDU�S 'CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN, LTISPAN WCANTILEVER OPTION DRAWN BY: KK TOM CAMBELL &ASSOCIATES, INC: ALUMINUM LIVE LOAD LEiyG OFSrRUC ROOF PANEL MIN. 0.5" SEE SCHEDULE/ES SLOPE PER FT.' O.H ARE V FOR.SPANS 'SCUD PANEL fMAYNGT OURALUM PRODUCTS ;INC. SCALE: NONE RANCHO CUGIMONOA, CA (961) 741-2107 O,HBEEN��EO� HDRfzi-WlmD • l(iII5)4$i702I 8289 ALPINE AVE., SACR , ENTO, CAA5828 AM. SHEET 2 OF 29 "O.H " NOT TO EXCEED 2596 REVISED BY: K.K. & D.P. _ 80,100 & 110 MPH OF SPAN SEE DETAIL FOR SPLICE NAL: OPTI CANT EVER B SO. POSTS„SIZE,VARIES SSSS SAAIcn- CNEDU�S SEE FOR P ST SPACING 3 1& SLAB 2596 S.% OfiSA MAYBE USED ALTERNATE: TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE SCHEDULE NOTE O SPLICE'A 'THIS POST DAT END S. REQUIRED M1 FOOTING'WHERE J SEE SCHEDULE FOR.FOOTING CUBE SIZE NOTE:'EACH'COMPONENT IS'INTER- NTER-1/2:x9” 112:x 9'STEEL ROD CHANGEABLE' WITH ANY OTHER COMPON7ENT UNLESS OTHERWISE SHOWN. TYPE "D." FREESTANDING MULTISPAN WMANTILEVER OPTION DRAWN BY: KK TOM CAMBELL &ASSOCIATES, INC: LIVE LOAD PATIO COVER SYSTEM?AS'MFG. BY: JOB NO. GF07-W74 DATE: 10.29/!007 _ CgMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 'SCUD PANEL 0.20,6 JO psf OURALUM PRODUCTS ;INC. SCALE: NONE RANCHO CUGIMONOA, CA (961) 741-2107 STRUCTURES ,. HDRfzi-WlmD • l(iII5)4$i702I 8289 ALPINE AVE., SACR , ENTO, CAA5828 AM. SHEET 2 OF 29 _ _ REVISED BY: K.K. & D.P. _ 80,100 & 110 MPH FAX 403.1519 setas(jj rAium.eoiri SOLID PANEL SPANS FOR COMMERICAL & PATIOS .09R. (LS.) 67' .25"FAN BEAM ALL UNMARKED RAD11.06R .cx2.5" TzSFF TABLE BELOW N I_Z_ - V'x211Z` FLAT PAN L.L.= (PSF) "7" (1N:) 90,100.&1-10 MPH SPAN EXP.B . EXP.0 10 .018 12'-9'` 14'-3" .020 13',.8„ 13'-0„ .024 14,_9« 14,- «. .032 1T-8" 17'-8" .040 18'-0" 191-0" 20 ;020 9'-9" 9'-9" .024 10'-6" 10'-8" .032 12'-8" 14'-4" .040 14'-2" 14'.2" 30 ,.020 8'-0". 814" .024 8,-g. 814" .032 10'-4" 10'4" .040 11'-8" 11'-8" HEADER CEILING FAN ANOt OR LIGHT FIXTURE ( MAX. 301ba. ) EXIST. �Q 5�• .o Y 01? 2" . ~ NO. 37M •r Exp. 3131/ 70" TY C OP 90/100/110 MPH N �I EXF'USUKt is a �.. • .25" ALL UNMARKED RAD11.06R ti ALUM.:ALLOY 3004-H387OR EQUAL ALLOWABLE SPANS L.L.= (PSF) 2" x 3" FAN BEAM 10# 20'.7" 20# 15'-8" 30# 12'-9'` EXIST. WALL FAN BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HANGER CHANNEL ME SCHED. FAN BEAM HANGER HANNEL C—t 3„ FAN BEAM , #12 S.M.S. SCREW 012 S.M.S. SCREW AT HANGER CHANNEL. FAN BEAM ATTCHMENT AT HEADER FAN BEAM 3„ 0.042"x3"x8" HEADER �02 x 3 112" S.M.S. SCREW AT HEADER 6"x2 1/2" FLAT PAN L.L.= (PSF) T (IN.) 90,100 &110 MPH SPAN EXP.B EXP.0 10 .018 14'-3' 14'-3" .020 15'-5" 15'-5" .024 17-4" 17'4" .032 19'-5" y0, 90 a t t0 MPH. D40 21'-D« 21,-0« 20 .020 11'-0" 11'-0" .024 12'-5" 12'-5" .032 14'4" 14'-4" .040 18'.0" 1fi-0„ 90 .020 o" 9'.0+' .,.024: 1 ol.r' 10'-2" .032 11'-9" 11'-9" .040 13'-7' DRAWN BY; KK TOM CAMBELL d, ASSOCIATES, INC. LIVE LOAD . PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0874 • .DATE. COMMERCIAL ANO RESIOENTIAL STRUCTURAL'ENGINEERINO PANEL SPANS a - 10;'20 890 pal DURALUM:PRODUCTS, INC. ,'SCALE: NONE REMSEO BY;KK:' O.P. • RANCHO CUCAMONGA, AA (951)'741.2107 FAN BEAM y0, 90 a t t0 MPH. e268 ALPINE'I E., SACRAMENTO, CA' ,(918)452.7021 FAX'�03.151D,aalsa®duialum.eom SHEET 4a OF�29 SOLID PANEL SPANS - FOR COMMERICAL & PATIOS 25" 67,. T=SEE TABLE BELOW MAY 011( ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI -'V" PAN. Ll.= (PSF) PANEL'T' (IN:) 90 MPH SPAN 100 MPH SPAN 110 MPH S AN EXP.B EXP.0 EXP;B EXP.0 EXP.B EXP.0 10 .018 - 11'-0" 10'-U" 10'-0" 9'-0" 9'-7' 81-8" EXP.0 .024 12'-10" 11'-7" 11'-7" 10'-4" 11'-0" 10'-0" 15'-0" .032 14'-9" 13'-4" 13'-4" 12'-0" 12'-10" 1'1'-7" 17'4». 18'-1" 16'-8" .032 201-9" 204" 2014 20 .018 9.4„ 9,-611 " 9 -0„ 9, 8" 91-61,. 22411 .024 10'_71; 101_71, 10, 7 101,411 101_7,, 101-011 11'-3" .032 11' 8" 111-8r 1 v -s" 11'-0,1 11'-8" 11'-r' 131-0" 13:-0" 13'-0" .032 15'-3" 15'4" 15'-3" • 30 .016 7'-g" 7i-9- 71.911 71-9" 7,_9,1 7,_911 1T-1" .024 9'-01 91-011 91-0" 91-0" 91-0" 91,011 91-0,: .032 101_2" 1014,• 101-2" 101-2" 10'-2" 10171 101-8' 10'-6' 101-6' .032 17.61' 12'-8" 12'.6" 90/100/110 MPH, EXPOSURE B & C :5• aa W.C. E.B_ EVALUATION R. it �0 1125• (a0 - 1,i2s- ;75- ALI ir ALUM. ALLOY 3004-H36 OR EQUAL 12" x.3 172" W.PANEL PANEL SPANS PAN EL"T' 90 MPH SPAN 100'MPH SPAN 110 MPH SPAN ( PN•) EXP.B EXP.0 EXP.8 EXP.0 EXP.B EXP.0 ,020 15'-6" 151-8" 15'-6" 15'-0" 15'-8" 14'-6" .024 1.8'-1" 18,-1" 18'-1" 17'4». 18'-1" 16'-8" .032 201-9" 204" 2014 20'4» 20._9., 1 w -r .040 z2'4" 22'-4" 22'-4" 22411 22'-4" 22'-0" 20 .020 11'-3" 11'-3" 111.3" 11'-3" 11'-3" 1114" .024 13'x0• 13'-0" 131-0" . 131-0" 13:-0" 13'-0" .032 15'-3" 15'4" 15'-3" • 1,6-3" .040 17_1" 17"-1" 1.7'-1" 1T-1" 1T-1" 17'-1" 30 .020 9'-3" 9'-3" 9'4" 91-0,: 9," 91_3" 024 10'-61 101-6' 101-61 101-8' 10'-6' 101-6' .032 17.61' 12'-8" 12'.6" 12'-6" 12'-8" 12'-6" .040 .141_0" 141.011 141-0" 144" 141-0" 14'-0" W.C. E.B_ EVALUATION DRAWN BY: K.K TOM CAMBELL 3 ASSOCIATES, INC. LNEaOAD a L ATIO COVER SYSTEM AS MFG, BY: SHEET REPORT NUMBER DATE: 10/2312007 COMMERCIA4AND RESIDENTIAL STRUCTURAL ENGINEERING' PANEL SPANS t 20:8 JO 0; URALUM PRODUCTS, INC.SCALE:'NONE . 4 29- ER- ALTA LOMA, CA `(951) 741.21D7 - HORIZ_ NAND " $269 ALPINB AVE;,,SAbRA4WO, CA 05825. .OF ""o'9""' REVISED BY: KK. L D.P. 90, 1001.110 MPH -JO (919) 452.7021 FAIT 403.1319 9&W Qdunlur Lcc RAFTER' SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ' ALUM. ALLOY 3004436 13,5" 3:0" �+� 13.0 ' 2- OR EQUAL 3 MAK y I * SEE NOTE BELOW ALUM. ALLOY3004-H]8 ,04Y OR EQUAL ALUM. ALLOY 3004•iil6� 024'� 024" OR EQUAL *SEE NOTE BELOW * ENGINEER'S NOTE: WHERE SINGLE RAFTE DOU BETWEEN MAY BE USED.AT 32" o.c. OR 48'",jiINGL i Lu(�f0.37948 14. F'4�• 3/37Ane - - --TRIBUTARY n`w $ a 2 X 6 1/2" 90 MPH EXP, 8 EXP.0 KAFTtK 100.MPH EXP. 8 EXP.0 110 MPH EXP. B EXP.0 LL:=T" (PSF) (IN.) 10 .024 18" 14'-4" .13'_0« 13•-0„ 11'-8" 12'-10" 1.1,-4" 24" .11'4' • 10'-7" 10'-7" 9'-6" 10'-4« 9•-3« .1332 16" 19'-1" 17'-4" 17'4" 15'-8" 17'-1" 15'-4" 24" 1.5-8" 14,_2„ 14'4' 12,_B„ 13,.11,; 12,-3« .042 16 10' " ' 28'-4" 23'-10" 23'-' 21'-6" 23'•0" 20'-10" 24" 21'-8" 19'-13" 19'_8" 17'-6„ 18'-9" 17'-0" 20 .024 18" 10'-8" 10'•8" 10'_13„ 10'-8" 10_8« 10-8« 24" 8'-9„ 81-91 8,41 8'-91, 81_91, 8'-9« 15'-Z 18" 14'-3" 14'-3" 14,_3" 14=3« 14'4' 14'-3» ,032 24" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 20 042 16" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 24.18'-1" • 30 ;024 18" ' 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 24" 7'-2'' 7'4" 7'-2" T-2" 7'-2" 7'-2" .032 18" 11'-9" 11'-9" 11'-9" 11'-9" ' 11'-9" 11'-9" 24" 9'-T' 9'-7" 9'-7" 9'-7" 9'-7" 9 -.7 - .042 Ir 131-6" 13'=8" 13'-8" 13'-13" 13'-13" 13'-8" 24" 13'-3" . 13 =3" 13'-3" 13'-3" 1 13'-3" 13'-3" * ENGINEER'S NOTE: WHERE SINGLE RAFTE DOU BETWEEN MAY BE USED.AT 32" o.c. OR 48'",jiINGL i Lu(�f0.37948 14. F'4�• 3/37Ane - - --TRIBUTARY n`w ; a °a0MPH n o RBL, Z EXP. B EXP.0 X 6 1!Z- KAF 1 tK 100 MPH EXP..B I EXP:C 110MPH EXP. B EXP.0 110 MPH _ L.L.= (PSF) JN) L.L.= "r (IN_; (PSF) 10 ,024 16" 20'-3" 18'-4- 18,4" 1 18'_8" 18'-1„ 16.0" 10 .042 24" 18'-8" 15,-0" 15'4" 13,_6,'. 14,_5« 13,-1,' .032 '16" 27'-0" 24'-8" 24'-8" 22'-0" 24'-2" 21'-4" 18'-2" 24" 24" 22'-0p., 20'A" 20-0" 1'8'-0" 1'9-8" 177-4„ 20 024 16" 15'_2« 15'-Z 15'-2" 15'-2' 15,_2„ 15'-2" 20 042 24" 12'-4" 12'-4" 12'-4" 12'4" 12'-)" 12'4' .032 16" 20'_2" 20'-2" 20'4" 20'-2" 20,4' 20'-2" - 24" 18'-8" 18•_6« 1614" 16'-6« 16,-6" 16'-8" 30 024 16' 12'-5" 12'-5" 12'-5" 12'-5'' 12'-5" . 12'-5"' 30 042 10'-2" 10'-2" 10'-2" 10,-2« 10'-2" 032 18" 18'-7"- 18'-T' 16'•7" 16'-7" 16'4" 18'-7" - 24" 13'-6" 13'-6" 13'-8" 13'-6" 13'-6" . 13'-6" * ENGINEER'S NOTE: WHERE SINGLE RAFTE DOU BETWEEN MAY BE USED.AT 32" o.c. OR 48'",jiINGL i Lu(�f0.37948 14. F'4�• 3/37Ane - - --TRIBUTARY n`w WIDTH TAB 90 MPH 100 MPH 110 MPH o EXP. B EXP.C. EXP. B .EXP.0 EXP: B EXP.0 16" 28'-2'' 25'-7" 25'-7" 22'-8" 25'-2" 21'-2" 24" .23'-0" 20'-10" 20'-10 18-9" 20'-8" 18'-2" 24" 14'-2" 14'-2" 14.2" 14'-T' 14'-2" 14,_2" L I . RAFTERS WITH 3" MAX SPACING E`RAFTER SPANS ARE NOT EXCEEDED. MAY 011008 " PROJECTION SPAIh J� TRIBUTARY Ii WIDTH c E 3 x 8" RAFTER 21,_0« c n 90 MPH 100 MPH 110 MPH o EXP. B EXP.C. EXP. B .EXP.0 EXP: B EXP.0 16" 28'-2'' 25'-7" 25'-7" 22'-8" 25'-2" 21'-2" 24" .23'-0" 20'-10" 20'-10 18-9" 20'-8" 18'-2" 18" BLE 21'-D" 21,_0« 21,_0« 21,-0" 21,_0„ 2V4 24" 17'-2" 17'-2" 1.7-2" 17'-2" 1 T-2" 17'-2„ SCALE: NONE REVISED BY: KK 8 D.P. RANCHO CUCAMONGA, CA (9S1) 741.2107 RAFTER SPANS HORILyNND w 90, 100& 110 MPH 0269 ALPINE AVE.. SACRAMENTO, CA 95626 . (918) 462-70N PAX 40k1519 aMsaEualumtom SHEET 8'OF 2R 16" 17,,3„ 17'-3" 1T -3" -3 17," 17,_3" 17'-3" 24" 14'-2" 14'-2" 14.2" 14'-T' 14'-2" 14,_2" L I . RAFTERS WITH 3" MAX SPACING E`RAFTER SPANS ARE NOT EXCEEDED. MAY 011008 " PROJECTION SPAIh J� TRIBUTARY Ii WIDTH �:j '.;; NOTE: TRIBUTARY ON MULTIPLE SPANS IS' EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: ICK TOM CAMBELL 6 ASSOCIATES: INC. CNE LOAD •. PATIO COVER SYSTEM AS MFG.. BY: JOB. NO.OF07 0874 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 6 30 PI DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: KK 8 D.P. RANCHO CUCAMONGA, CA (9S1) 741.2107 RAFTER SPANS HORILyNND w 90, 100& 110 MPH 0269 ALPINE AVE.. SACRAMENTO, CA 95626 . (918) 462-70N PAX 40k1519 aMsaEualumtom SHEET 8'OF 2R I, HANGER CHANNELS AND MOUNTING BRACKETS ALUM. ,3004-H36 1.50" .06 `P m WALL FASTENERS 1.75 O ROLLFORMED HANGER R.F. OR EXT. HANGER. CHANNEL, 2x OR 3X RAFTER BRACKET. ALUM, PANEL 2x OR 3x ALUM.'RAFTER — FASCIA BOAR «i - - io R 2, %-1. .563" r � .TSt" ALUM.ALLOY 6063-T6 EXTRUDED HANGER CHA EL EXIST. EAVES, RAFTER: EXISTING EAVE CONNECTION <2 WALL FASTENERS �-- SEE TABLE 900" 010 SMS.0 PANEL LOCKS OR U SMB 25"R p! AT EA. CONTACT '— LL=10 LL=20 LL=30 '. 90 ' ROOF PANEL CONTINUOUS A= RAIL (WHERE OCCURS) J J K ALUM.ALLOY B or C B or D B or D F rn 6063 -TB 010 SMS0 EA. CONTACT 110 WALL CONNECTION 1� ALUM,ALLOY 6063-T6 I.R. HANGER } --�- 2.740"l— `7 .740" ` T=.060" WALL FASTENERS 1\ SEE TABLE r APPROVED 3" OR 4" j INSUL.ROOF"PANEL EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL (-STUD, MASONRY OR CONC.) WIND AT 2x FASCIA DESIGN W! SIMPSON A3.5 AT W00D STUD 16" O.C. _ ATMASONRY OR m CONCRETE OVERHANG LL=10 LL -20 LL=30 LL -10 LL=20, LL=30 LL=10 LL=20 LL=30 '. 90 A 8 or D 8 or D E E E J J K 100 B or C B or D B or D E E E i J K 110 0 BorD BorD E E _ E d J T-0"' 2'x6"FULL OR 2"x8"NOTCHED 24".O.C. Z.O. 17'-8" DESCRIPTION OF LAG SCREW SEE NOTE BELO 9'-6" iz Wa,LU <co LU LL A=3/8"121 x 1 1/2" ® 12" O.C. 8=3/8"0 x 1 1/2" C 8" O.C. C=7/15''0x-1 112!'@ 10" O,C, D=7/16"0 x 1 1/2" C 12" D.C. E=3%8"0 x 4" C O.C. EACH STUD F=7%16"0 x 4" @ O.G. EACH STUD J=114"0x1 K=114" 0z1 1/8"®12" A.B, 29'-3" EXIST. RAFTER 0 0 0 ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4" FULL OR 2" x 4"11-6" FULL 16" O.C. DECWRAFTER'SPAN TABLE 16' 8„ 13'-10" 9.4. 2'-0" 111-811 8'-8" 5'-101, 24" O.C. -8 101„ 8'-3" 5'-6" 2'=0" T-0" 4'-6" T-0"' 2'x6"FULL OR 2"x8"NOTCHED 24".O.C. Z.O. 17'-8" 14'-0" 9'-6" 2'x8" FULL 24" O.C. 2'-0" 29'-3" 25'-0" 16'-9" NOTE: AT 10, .20 & 30 L.L. MAY USE: 2x6 DF -L #2 LEDGER MAYBE INSTALLED WHERE NEEDED TO EXIST, WALL AT WD. STUDS (16"O.C.) USE: (2)-3/8"0x5" LAGS'3" APART VERT. AT 16" O:C. (2 LAG SCREWS PER STUD) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN. ACCORDANCE WITH THE NATIONAL OESIGN.SPECIFICATION'(NDS), 11.1.3 AND 11.14, RESPECTIVELY #10 SMS T&S 1,880" AT 12" O.C. oQRQ©F S o,� f . ui �r G aC N6:37948 f— p.3/s 10# L.L.=(2)#8 SMS EA. SIDE 20W30#L.L =(2)#10 SMS EA. SIDE 3116" _ 1f' 3/4"'OR 1 1/2" F' 2x61/Y 5" MIN, OR'e" RAFTER 4/4" OR 1 1/2" EXISTING WOOD STUD FRAMING ZEACH 114"0 x 3-112" LAO SCREWS L.L.-10 p6f 2 EACH 7116'0 x 3.112" LAG SCREWS L.L.=20 AND 30 paf 8• 0 0 0 STEEL 11410 HOLES,TYP, NOTE: PROVIDE WATER 8- O PROTECTION METAL FLASHING ' CAUCK JOINTS AND SLOPE I TO DRAIN TYPICAL BRACKET AT EVERY 2x 1 1/4' 4O BRACKET CONNECTION MAY BE MOUNTEDBELOW RAFTER WY \ FOR.SPAN SEE ALLOWABLE HANGER CHANNEL ANc 6RACKET DECWRAFTER'SPAN TABLE EAVE LENGTH SCALE: NONE - RANCHO CUCAMONGA, CA (Y51) 741.2107 24 ORB LEOSER 8266 ALPINE AVE., SACRAMENTO, CA 65626 W.S. RAFTER TO WALL CONNECTION, O3 I -Ly-L NOTE: PLACE"SIKAFLWORSIMILAR TOM CAMBELL & ASSOCIATES, INC: MATERIAL BETWEEN BRACKET ANDCOMP, LIVE LOAD. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET JOB NO, GF074674 4O BRACKET CONNECTION MAY BE MOUNTEDBELOW RAFTER WY DATE: 101.2w007 ' SAME CONNECTION'S., DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC: LIVE LOAD. PATIO COVER SYSTEM AS MFG. BY: JOB NO, GF074674 ' DATE: 101.2w007 COMMERCIALANO RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL ANc 6RACKET tO, 20 A 30 paf DURALUM PRODUCTS; INC. - SCALE: NONE - RANCHO CUCAMONGA, CA (Y51) 741.2107 HOR1Z, WIND " 8266 ALPINE AVE., SACRAMENTO, CA 65626 SHEET 7 OF 29 REVISED BY:'KK'& D.P. .ATTACHMENTS 90. 100 i 110 MPH (916) 452-7021 FAX 803-1519 aalaagdmiurmcorn, COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS 2a 12� �24.O.c. I 10CR:-1 3.00" SQ. 3.00°SQ. 37' - 7 e10 SMS - EA SIDE 3• " —r I TMP .048"STEEL D32"040" ALUM. O O .0 4" .28" B 5/8" PLASTIC PLU 3" SQ. ALUM. POST O MAG POST ALUM. ALLOY 3ooa-H3s WITH SIDE PLATES DALUM. AL STEEL POST 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36ASTIVI A653 GRADEALUM. ALLOY 6063--T6 ALUM. ALLOY 3.00" OR 2.0' 6063-T5- %" 2.40"L__,� G =3"dG.xt=.1'8S" H3"SQ.M.= 250 1 J =4"SQ.xt=.188'rl b II " K=5"SQxt=:188" 30.4.0"0116.0' 1.375"CL 7118" OHOLE -8' 2 FLANGES 2 '1/8"APART 0 75" 2.5" 0 ASTM GRADE -40 STEEL 1'125" tA0 0 0 .75 75" BASE FLARES 15r. TO TWIDE Ea 1.60" TYP_ _ SIDE OF FLANGES ` 1.5 1 s - INSTALL WASH. PLATE .���� TYP. LPOS`T ON_c_Y._l 5.�. ` QTS r, P' 1'1S• x 5/18'x5)4'.WHEN'USING T 2-3/86 OLOLE IN 110 MPH WIND AREA ES Ck 2- 5/18"0 HOLES TYP. EA. SIDE .090" BRACKET -FOR 3'' POSTS ALUM "T BRACKET STEEL "T" BRACKET 5 T=.060" TYP. �3-LAG SCREWS OR e 4;=3/8" 114' LAG SCREWS ., 2 ire' 2118" "r BRACKET 7-- ,j (2:5' PENE. INTO WALL) Zre" (m 3•SQ. POST W! (2)-Xf2 SMS EA. 3' SQ ALUM POST SIDE OF POST OR 2" iPOST.B. THROUGH to ) -..p 7 GA. PL, (:187 I 11116" 0 ROD 3116" Ire 2 I 1040 STL -� AUGER PARTS PAINTED 20" 20 'RUST-O-LEUM' OR EQUAL 3"SQ.POST BRACKET: 2112'( 2 ire OR HOT DIPPED GALVANIZED((11)-114' 0 M.B. ■ 7 QA STL. OR: ELECTROPLATED RR' SIDE.(2-TOT:) PLT, ASTM A38 ALUM. ALLOY 4" DIA.. GA. — 6063-T5 3"x 8" ALUM. RAFT. BRACKET ASTM A36 HELIX 1 , _ 9'k16'u7 OA STEEL PTE 3" x 8" ALUM. HEADER NOTE. 11.1A 6 "H" BRACKET SINGLE AUGER ANCHOR "XSQB, SUM USED AUGER .PARTS PAINTED HEADER BRACKET ONLY. ORMo7OLPPEDGA VANIZED NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE SINGLE PASS WELDED USED FOR 10'L.L. ATTACHED STRUCTURE ONLY. YSTEEL FOO_T.ING &CC NYAIP d el AC�D^eT QA/^IAIfl Te Din C ed QDACiWf`_ - DRAWN SY. KK TOM CAMBELL 6 ASSOCIATES, INC. Ll I OAo L PATI GOVER`SYSTEM AS MFG, BY: JOBNO.GF07-0874 DATE: 10723/2007 COMMERCUL AND STRUCTURAL ENOfNEERINO COLUMN/ fo.2oa�epa/ DURALUM PRODUCTS, INC. SCALE: NONE - . RANCHO CUCAMONGA, CA (061) 741:2)07 pOST TYPES .. HORIZ WIND 8269 ALPINE AVE., SACRAMENTO,. CA 05626 SHEET 8 OF 29 < • - . REVISED BY: KK 6 D.P. 00,100 Q.1f0 MPH (018) 452-7021 FAX 40}1519 uk5�ldunlurn.wm L COLUMN/ POST TYPES & -SURFACE MOUNT AND EMBEDMENT DETAILS ATTACHED ONLY FOOTING &ANCHO . BOLTS' ALUM.-MRACKETUSBWITH - - FOOTING'SIZE �. POST TYPE B.C.D. OR E STEEL POST ONLY: 18" 18" SQ. 12" "T' BRACKET STEEL. MRACKET USE WITH I USE'POST TYPE F, G, H, J OR K ((3)-5/8"0 BOLTS F�R POST 0 3 -SO. POST W/ POST TYPE B,C,O,E.F.G.KJ OR K 3 1q' TYPE J 3"SO. POST (2)-f/12 SMS EA. 3" SO. POST ALUM.TBRACKET: tt MSW HILTt M&oR I 4 SIDE OF POST OR 1%4" M.S. THROUGH Iuts�E BOLTS EQUALj sTEfil'T"9RACKET: i 1/2 DEPTH OF 1 (2)-1n"0 BOLTS. 16"INSERT FO ER POST SEE NOTES BELOW USE (2)-=V HIL71 KWIK BOLTS OR EQUAL FOOTING OR I I 12' MIN, EMBD. I CONDITIONS 4 5. x .188' ASTM A38 ,(2}3/8"0 HILTI "KWIK"' (9" MIN. EMBEDMENT DEPTH I "'- STEEL BOLTS, OR EQUAL, EACH FOR KWK BOLTS t 1. 17 T:O.C. BRACKET TO SLAB. 30" ~;, I : (4)-314'0 MINIMUM DISTANCE TO EDGEOF SLAB = 2-1/2" Q �i 32" NOTES: BOLTS SHALL BE HILTI'KWIK BOLT TZCARBOW I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. . . s'• ;" W ASTyI A572 STEEL 42" 64"• SO. 41" DE TH a .e ;r�.t7;"- a 3/16• SLAB SHALL�BE IN _ POURED -CONCRETE ?.�L• ��'� r y •�• GOOD CONDITION FOOTINGrSEE NOTE :: 0. r i' .�t.•�•?•.•� 3" SO. POST STL ( ) - • 3 1/2' MIN. FOR SIZE SEE FOOT, (1! 1!2"0M.8. ' x9 tONG, 1" SQUARE OR FLUTEO ) OR 4" SO. POST (STL ) SCHEDULE' OUAR FROM END SEE,FTGS, INSERT OF POST SCHED, PL.S/e"THK EXISTING SLAB 7 3" SO. POSTS TO CONC. FOOTING 8 S ARE POST EMBED. QU 9O {NTO FOOTING 1 lirl r 1 1R„ 18' 1 12" ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING &ANCHO . BOLTS' CUBE SIZE. SO. 18• DEEP ' CUBE FTG FOOTING'SIZE SINGLE POSTS EMBED. 18" 18" SQ. 12" BOLTS _ 20" 21" SQ.. 12' 23.8,24" CUBE (2)-12'0 3 1q' 22"_ 25" SQ. 16" 26"- 3W CUBE - (4)-1/!"0' 3 174' 24" 28" SQ. 20" 26" _ 32" SQ. 23" W- 34• CUBE. (4}`'iB"0 4- 28" 35" S0. 25"_ -'394 CUBE (4)-3f4"035" d$/4' 30" 39" SQ. 28" 32" 43" SQ. 30" 40' - 42' CUBE (4)-314'0 4 3/4' '34" 47" SQ. 32" NOTES: BOLTS SHALL BE HILTI'KWIK BOLT TZCARBOW I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. 36" 51" SQ, 34" 38" 55" SQ. 37" 40" 6v SQ. 39" 42" 64"• SO. 41" 44" 89" SQ: 49" "CUBE FOOTING W/ 0 119" SUB NOTES: 1. DO NOT USE ALUM.'r BRACKET WIT}) 3X8 HM. WANSERT, MAG: BEAM, 4' OR 7' I -BEAMS. 2., POST TYPE E INSTALL WASHER PLATE, 2' X A"X o,- T AT STEEL "T" MAY o 12008 NOTES: ALL COMPONENTS, ARE,.INTERCHANGABLE UNLESS OTHERWISE NOTED tYSO.x518' B, C,D,FSG 18 SO. x 5/8' 1 S. C. D. F. G. 8 H FREESTANDING. BASE PLATE ANCHOR BASE PLATE _ ANCHOR 60LTS.(SIZE 8 TYPE (4)- 3WO HILTI KWIK BOLT TZ CARBON STEEL 12"x12"x 5111' PER I.C.C. ESR -1917 OR EQUAL (4 314" EMBEDMENT DEPTH) (4)- 3/4.0 HILTI KWIK BOLT CARBON STEEL 18"x16"z.5/8' PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) ORAWN;BV:rKK TOM CAMBELL-3 ASSOCIATES, INC. - COLUMN IfVE LOAD. ATIO COVER SYSTEM AS -MFG. BY:. JOB NO, GF07-M74 • DATE: 10l93R007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE' MOUNT 10, 00 6 JO paf OURALUM PRODUCTS, INC: [910),152-1021 SCALE; NONE RANCHO'CUCAMONGA, CA (951) 741.2107 - AND EMBEDMENT HORIZ WAND •. 269 ALPINEAVE., SACRAMENTO, CA 05846 REVISED BY: K.K:3 D.P. 9D,100 6 110,MPH FAX 403.1519 suls�dunlumxcm, . SHEET 'a OF 29 8� ATTACHMENT DETAILS. 1" 2.00" SPLICE WHERE SPUCE.WHERE 1.79" OCCURS SPLICE WHERE OCCURS OCCURS • r 4.6" ar 2..517" 4.6' TYP. 14"R . TYP-. 2.19" .2.04- oss 2.04• TYP. — 2:08„ SW ” —t- iYP. cw 3.0 28" 2.7• ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM..ALLOY 6083-T6 6063 -TS E ALLOY 3004-H36 6063-T6 6.5". ROLLFORMED O 4.5"' GUTTER O MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAMO 4• M Y o 1 logo 3.0' ' �pFESSlO MAX. ---1 2" � --- .042" 4" 6Pu E 48 w �' NO: 379 r - ► �-- 6.0" OCCURS _..070" .032" TYR� . ` la. p. 3i !09 .� TYP- . ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1136 ALUM CLOY ALUM. ALLOY OR EQUAL J OR EQUAL 8063; T6 4" I -BE -AM O 7" 1 -BEAM O ;.; DBL. 2 x 6.5 BEAM 3 x 8 BEAM O I .25"� ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 625" • 1 '� �` 3" '� s•' � � .625 4;' I -BEAM = 7"x 2 314" x 16 GA. STEEL GBEAM T • u cA 7" I -BEAM = 124x 3 174" x 12 GA. STEEL C -BEAM I 8• _� ' 042 " 7.8 5 1 ASTM Ae53 GRADE so 1 1 I 625" ALLOY 8004-1i36 L ALUM. ALLOY 3004-H36 OR EQF—� O OR EQUAL OR EQUAL (/I"�yE)2.875 L 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEELINSERT DRAM BY: KK TOM CAMBELL 8 ASSOCIATE$ INC. LIVE LOAD PATIO -COVER SYSTEM ASM G. BY,_ JOB NO. GF07-0674 DATE: 1023f2007 COMMERCIAL AND RESIDENTIAL BTRUDfURAL ENGINEERING 10, 208 30 pd . DURALUM PRODUCTS, INC. SCALE: NONE 'BY: RANCHO CUCAMONCA CA (951) 7412107,, BEAM TYPES HORIL NAND" 8269 ALPINE AVE , SACRAMENTO, CA 95928 SHEET 10 OF 29 REVISEDKK 8 D.P. 90,.100 8 110 MPH (916)'452.7021 FAK 4030519 4a1a4®duralum.com -OPTIONAL DECORATIVE FASCIA I WOOD, ALUM. OR HARDSORD I 2412 a tre S.M.S. EACH SIDE of r s0. POST(4-TOTAL L.TFR 1NOLT W/ WASHER EA. SIDE OF 3.80. POST .5 .75 ( o 1 aEA. ! I I r 60. POST ■lir S.M.S. EACH SIDE OF r OST t4 -TOT RNATE' 114"0 LT WI WASHER IDE OF 3`80 POST - BEAM TO POST CONN[ 3" x 8" x.042" BEAM, 3" SQ. STEEL OR. MAG BEAM: DETAILS 10 S.M.S. EA. SIDE (4) -TOT. #10 S.M.S..TOP & BOTT. (2).TOT. #10 x 1/2" S.M.S. TOP & 80TT. (2) -TOT. 1 114" ROOF PANEL P14- 61 " ROLLFORMED OR EXTRUDED GUTTER' (4)-#14 SDS @.EA. SIDE FASCIA ALUM. BRACKET X TOP & BOTT::TOT.=16 #10 S.M.S. @12•0.c. 2' 1" 6 112"x2" X - .024"RAFTER 3" X 3" ALUM. OR RAFTER'TAIL" TO GlJTTER V STEEL PAST 3,00• r s0 Post4 OR .240" GUTTER FASCIA H - BRACKET TO POST MAG BEAM r Sc. POST 3"SQ. STI, BEAM 13 ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-H24 1:50" .018_'-T I �,�.�91�. u~ P1 2"x3" LATTICE BE 1 1/2" SQ. OR (t'� ) 2" LA'LTE:n 1aG r:2 °SMS, 21/2" OR 3112"., TY.P. 11/2" OR 2" SO. OR Z"xr LATTICE ® e"O.C. MIN. UP TO rO.C, MAX.. —RAFTER LATTICE TUBE'TO RAFTER 17 cu -r N0. 37948 Exp..3/31/8 1 (4) -#8 x 3/4" TEKSCREWS BRACKET TO RAFTER 11/2" MIN. 2008 L (4) - #8 x 3/4" TEK SCREWS' BRACKET TO BEAM "U" BRACKET -RAFTER TO BEAM 18. I.C.C. E.S. EVALUATION DRAWN 8Y: KK TOM.CAMBELL & ASSOCIATES, INC:BEAM TO POST LIVE LOAD a PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE:10/23(2007 COMMERCIAL RESIDENTIAL STRUCTURAL -ENGINEERING ATTACHMENT 10.20 830 Pat DURAL PRODUCTS, INC. 12 OF 29 ER- .SCALE NONE ALTA LOMA, CA (9S1) 7412107 HORD:. WIND � MPH 1299 ALPININEAVE, SACRAMENTO, CA 95929 REVISED BY: KK; & D.P. 90.100 & Ito (9181452-7021 FAX 403+1519 ukt@dunlum:eom SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 9" 24" F—t 1" 11 1". 1" (VAL1 SLEY, TY� a10 s:M.s. II #12 S.M.S, (a Tor. 1YP. THICKNESS =.035' (24 TOT n TYP. THICKNHlSS = .035" II 6498• - II —== + + + f+ ++ +,+ ++ ALUM: ALLOY 3004-H36 ALUM. ALLOY1004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED vE--_ NOTE:_ USE SIMPLE SPLICE, ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SPLICE'S - ROLLFORMED & EXTRUDED FASCIAS IBEAMALUM ALLOY SO. POST;CONNECTWEB NOTE: IF•SPLICE OCCURS'AT ALTERNATE INTERIOR BAYS;,A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE'OF WEB) MA 'BE USED. (6081 T6) ALTERNATE _ ( L TO POST W/(2)•1/2.0 3„ STL. C -BEAM THRU-90L.TS TOTAL- (S)•1/2"0 BOLTS - SQ. POST { 1.00".p�tOFESsj� 0 0 0 0 f S I. C BEAM TO POST CONN. BPLI CCC ARE 4,; Ca 2 MAY 01 .2008 oho" 07 o o 0.. 379" I _ Exp. 31 B12 N ALUM. ALLOY NEOP 6063-T6f TEK I 16" FU 4„ -0 I -BEAM 3'” ROOF PANEL MOMENT C -SP NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12"SIMPLE C -SPLICE (ONE SIDE OF WEB) MAN BE USED. 4- ! t t 4'x3"'ALUM. 'P BM. OR I 1 •:. $' - } 7"x4" ALUM. "I" BM. — SPLICE M Occur ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE BEAM (4)-114.0,M.S. BEAM TO BRACKET 2- 318"0 M.B. THRU STL, -T" BRACKET TO POST. POST, SEE SCHEDULE, ALTERNATE BEAM TO POST CONN. I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL 3 ASSOCIATES, INC. LNE LOAD • ATIO COVER SYSTEM AS MFG. BY:. SHEET REPORT NUMBER DATE.-10(2Jf200T COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING' SEAM 1D, 20 9 SO psf URALUM PRODUCTS, INC.' Rib)462461 11 OF 29 ER- SCALE: NONE ALTA LOMA CA (951)741-210r SPLICE DETAILS • NORR. WIND • 89 ALPINE AVE , SACRAMENTO, CA 95829 �'�'�� RW ED BY: KK 6 D.P. so, 100.L 110 MPH FAX 40J-1319'iale9�duralum.eorn DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION. /BEAM SPLICE TO 11/2" OR 2"LATTICE #8 S,M.S. 1 OCCUR,DIRECTLY OVER 51W 0 PLASTIC POST. NOT PERMITTED PLUG WHERE ALTERNATE 1/2" DOUBLE RAFTER- I .Q 2 -POST UNITS SCREW IS INSIDE. BOLT CONNECTIO PLAN 2 06 SCREWS rTERNATE;LPER..SIDE i #14SMS,MAY #14 s.Ms. F�cH BE USE AS AFTER TO col ALTERNATE TOONNECT. (EI -TOT.) 3.5" 3.5" 1/4"0 BOLTS' 417 3:5" 3.5" 8 BEAM W 3"x 3-STL.POST (24") 1 ° I ALTERNATE : INSERT ATTACHED OR (2)-2x6:5" OR 3"x 3"STL.POST COLUMN I (2) -3 -xi -HEADER FOR FREESTANDING 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN., 19 �1 OR �2 6414 SMS EA. SIDE j I 6 1l2" SIDEPLATE EA. #14 SMS EA. SIDE I . SIDE SEE POST SCHED. TOP; MID HEIGHT AND BOTTOM, 3„So. POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION POST SCHEDULE 21 3” SQ, x.+024" + (2)-2"x 6 112"x.024" 3" SQ. x,024" + (2)-2"x 6 1/2" x. - 032" F 17 W/'(6)414• S.M.S. EACH SIDE. a W1(6)-#14 S.M.S. EACH SIDE. USE ON CON:C, SLAB ONLY Qp,`V USE ON CONC, SLAB OR FOOTING. SHIEATHING IPgA o l 016Z.M.S. EACH SIOE LATTICE 1 1%2" OR 2" 3 \ L :1/ 2"xEi LEDGER (E CO3 2x6,5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 2)-410 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)-2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) -112" BOLT OR CONNECTOR (2�#10 S.M.S. EACH'RAFTER STUB- COLUMN TO DOUBLEHEADER CONN20 `r 3/6" LAG SCRE PENE.INTO WOOD FRAMING EXIST. STUCCO 1 LEDGER ATTACHMENT DETAIL I.C.C. E:S.,EVALUATION DRAWN BY: KK TOM CAMBELL 6 ASSOCIATES, INC. LNE,LOAD • PATIO COVERYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE' 1023!2007 COMMERCIA4 AND RESIDENTIAL STRUCTURAL ENOINEERINC. LATTICE 10, 30130 pd DURALUM PRODUCTS; INC. , 13 OF 28 ER' _ SCALE: NONE UALTA LOMA, CA (95 1) 741-2107 .CONNECTION6 HORIL WIND a 6266 ALPINE'AVE-7SI�CMM6NT6, CA 95626 REVISED .BY: .K,K,1 D.P. 90, 100'1110.MPHl(9151452-7021111 FAX4W-1318 aal�iQltduraNmcom 10# L.L.. ' 90. MPH FREESTANDING.&•ATTACHED_ SOLID PATIOS 1,2' UK• Ltbb tri* o at. v. . t 6.6" ROLLFORM 4" 1-13EAM 4.5",/•MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM . mm. S o MAX.COL, MAX.P0,5T FREESTAND 'ATTACHED MAX:POST FREESTAND ATTACHED MA)CROST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX:POST FREESTAND. ATTACHED FTG, 'POST FTG. PAST • �G, POST FTG. MIN FTG, POST FTG. POST .FTG. POST FTG. POST FTG, POST FTG, POST ON SSPACLAB SPACING SPACING SPACING SPACING SPACING (IN.) TYPE (IN.) TYPE (IN.) TYPE. (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 14'-6" 28F B 198,_1 33 G 24 B 15'-2" . 28 F 22 B . 14'-0" 28 F 22 B 15'-2" 28 F . 22 B ., 5' 13'-7" 13'•0" 28 F 23 B 18'-0'7_.,' 28 G 25 'B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 6' 11'-4" 11'-10" 26 F 1 23 B 28 G 26 B 12'-4" 28 F 24 B 1 12'-3" 28 F 24 B 13'-3" 28 F 24 B 7' 9'=8" 11'-0" 26 G 24 B,- „ 28 G 27 B 11'-5" 26 G 24 B 1.1'-8" 26 G 25 B 12'-7" 28 G 25 B 14 8' 8'-6" 10'-3" 26 °. G 24 B ta'•s" 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25' B 12'-0" 26 G 26 B 13'-6 g� 7,,,7,E 9'-8" 26 G 25 B 13'-�" 28 G 28 B 1.0'-1„ 26 G 25 B 10'-5" 26 G 26 B 11'-T' 26 G 27 B ,-s 1.0' 6'-9" 9'-2" 26 G 25 B 12-1 ., 28 G 28 B 9'-6" '26 G 26 B 9'-10" . 26 G 26 B 11'-2" 26 • -G 27 B 12'- ' 11' '6'-2" 8--91 26 G 26 B 12'-3^ , ^ 28 G 29 .,B 9'-2'k 26 G 26 B 9'-5" 26 G 27 B 10'-1'0" 26 G 28 B . 12' 5'-&. i 1'-s" 26 G 29 . B .9'-0"' 26 G 27 B 10'-6" 26 i, 28 B 13' S'-2.. 11-3" . " 28 Fi 30 B . - 8'-8" 28 H 28 . B 10'-3" 28 H :29 B 14' 4'-10" to' -1 " 28' H 30 B 8'-4" 28 H 28 B 10'-0" 28 H 29 B 10- 15' 41-601 28 -H 30 B 8'-1° 28 H 28 B 9'-9" 28 H 3.0 B 16' 4'4" 10"-9, 28. H 31 B 7'-10" 28 H 29 B, 9`6' 28, H 30 B : 17' 4+,p„ 9'-10^ 28 H . 31 B 7,-7„ 28 H 29 B g., 4�� 28 H 31 B 9'-3" 18' 314„ s. -r, 28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 H 31 B 9' " 19' 3'-7" s,'2, 33 H 31 B 7'-2" 33 H 29 B 9'-0" 33 H 32 B g1- O" 20' -4" 33 H 32 B T'0T33FH 30 B 8'-10" 33 H 32 B POST F MAX HT.- 6' FREESTANDING ONLY NOTE:MAY 012008 FOOTING SHOWN REPRESENTS'LENGTH OF FQOTNOTE: 'SAMPLE"c't. �� �vq EACH SIDE OF'CUBED.FOOTING WITHOUT SLAB. O�` WHERE SLAB OCCURS, CUBED FOOTING SIZE Z, MAY SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOS Lb, BE REDUCED 6" EACH INDICATES EX C [� NO, t" 3 rr ,m SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY.ONE FIGURE SHOWN INDICATES EXP. 8 & C. 1 SHT. a FOR ATTACHED & SHT.23 FOR FREESTANDING ' DRAWN BY: KK. GATE: tOMlL2007 TOM CAMBELI b ASSOCIATES, INC: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID P037 SPACING TABLE FREEBTANDINO SNE LOAD.. 10, 20 610 p�f [916),152-7021 PATIO COVER'S � OURALUM PR00 .0 � •,. '� -CA JOB NO. GF07 -0874 , SCALE: NONE REKK A D.P. RANCHO CUCAMONGA, CA (691) 741,2107 AND ATTACHED 101 HORlZ: 1MND � 80,100 E 110 MPH B _ 266 ALPINE AVE, 3A _ O 5M FA% 40Z 19' uleQtluraW= SHEET 14 OF 29 mm. 10# L.L. 100 MPH FREESTAND"& ATTACHE[ r 1- S O m F Oz U - v rh 4 N ZO 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM 23 MAX.POST SPACING FREESTAND G MAX.POST FREESTAND ATT. MAX.POST SPACING FOR DBL. 2" x 6:5x.03 FTG. (IN4 I� (NSPACING POST TYPE dG FTG' (IN.) MIN POST TYPE FTG" (IN.) 4' 25'-4" 17'4>-'30 6' G 22 23'-2"o 35 G 1 23 5' 20'-3" 1.6'-14'-10' 30 G 23 20 35 G 24 13,_1 , . SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING SCALE: NONE REVISED BY: KK 6 D.P. - - RANCHO CUCAMONGA, CA (951)741-2107 g'-6., HORIZ WND 60,100 & 110 MPH 6269 ALPINE AVE., 6ACRAMENTO, CA 25626 452.7021 F'A% 103.1519 3"x8" BEAMw/INSERT 6' 16'-10" 1"-2"-'30 G • 24 18'=10r 35 G 24 MAX.POST FREESTAND 6'-10" ATT. MAKPOSPAG FREESTAND " T 14'-6" 14-4 ' 30 G 25 17.-6, 30 G FTG' FTG' 13'_3., POST -TYPE. 1 POST TYPE 2 BEAM (IN;).• TYPE ON.) 8' 12'-8" 13' -s2' 30 G 26 16.x.. 30 G 25 11,,0~ 30 G -s" 31' 35 G 14'-7" s' -2 2 9 11'-3" 30 G 26 15'`'3 30 G' 26 _9~ ~ 3027'-9~ G 21 1.0' 10'-2" 12'-9" 30 G 2714:-813'-1 2 30 G 26 13-1 _ 11' 9-3,. 13'-411. 30 H 28 13'-1 " 30 H 27 9`4" 2.8 , 2 3 2 ~ 1'-11~ - 12' 8'-5" 12'-0~ 27 { 28 1'3'-4" 30 H 27 •12'-41 . N _1 G 22 2s''S' 1._11„ G ' 29 s� 131' T-9" 11 "-8" 30 . H 29. 12'-1 30 H 28 8'" _g 11,,5,. .. 27 14' 7'-3" 11'-5" 30 H 129 30 1 12-4 30 1 H 28 8,_4„ 2 10'-1". 27 G 23 -8 20'" . 35 G 30 15' 6'-9" 11 i o'_3" 30 H 30 1 x'-110-,8„ 30 H '28 8,'0 7.3 16' 6,�,� 10'-1 " 30 J 30 11l"6.0,_4„ 30 J 29 2 2 _ 17' , 10,_8,. 30J 30 30 J 29 24 16�.., 35 H •32 IY 4 4 2 3 18 5,_8 , 10' 30 J 31 '-s' 30 , 29 9._8.. 27 H 24 17'-1 " . 30 6,,7,. 19' ,4' 35 J 2 10 �.�,. 35. J 29 7._2..6,-5r. 5!-4"10'-4" ,6.. 31 20' S =1„ 10'-2°� 35 24 31 10'-4Q , 35 J 30 NOTE: FOOTING SHOWN REPRESENTS. LENGTH OF TN EACH SIDE OF CUBED FOOTING WITHOUT SLAB. �z 5 - WHERE SLAB OCCURS, CUBED FOOTING SIZE PATIO VER SYST MAS. . Y: MAY BE REDUCED e" EACH SIDE FOR FREESTANDING ONLY. 0 DATE 10143!2007 CD No. SEE ALTERNATE FOOTING TABLESLi . SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING SCALE: NONE REVISED BY: KK 6 D.P. - - RANCHO CUCAMONGA, CA (951)741-2107 a . OPEN LATTICE PATIOS 12' OR LESS EXP: B & C PATIO VER SYST MAS. . Y: U.22—"x6_570052" :"BEAM BEAM DATE 10143!2007 'COMMERCIAL AND -RE ;IOEMIAL URAL ENGINEERING„ POST SPACING TABLE F•ND 0 & 30 WI 10, 20&30W DURALUM PRODUCTS; INC: SCALE: NONE REVISED BY: KK 6 D.P. - - RANCHO CUCAMONGA, CA (951)741-2107 OR 3"x8"BE HORIZ WND 60,100 & 110 MPH 6269 ALPINE AVE., 6ACRAMENTO, CA 25626 452.7021 F'A% 103.1519 3"x8" BEAMw/INSERT MINIMUM NO, OF POST 10 0 LL. 100 MPH (916) silwc8urehm wm MAX.POST FREESTAND ATT. MAKPOSPAG FREESTAND ATT, ta- 0 FOOTNOTE: SPACING FOR 3"x 8' FTG, POST FTG, NGTm FTG' FTG' � POST -TYPE. 1 POST TYPE 2 BEAM (IN;).• TYPE ON.) ON.) ,POST TYPE (IN.) EXP. B EXP. C EXP. 8 EXP. C 16'-4" 30 G 20 31' 35 G 27 s' -2 2 2 2 _7~ ~ 3027'-9~ G 21 35 G 28 2 3 2 2 13-1 13ra 30. G 21 25'-4". 35 . •G 2.8 B' 2 3 2 2 1'-11~ 2,_r� •12'-41 . N 30 G 22 2s''S' 35 G ' 29 s� 3 3 2 2 11 -0 0-11' .. 27 G 22 -1 35 G 30 1a 3 3 2 - . 2 10'-1". 27 G 23 -8 20'" . 35 G 30 3 4 2 2. sr;9 1:B..5 10.,. " 27 G 23 9, r35 G 31 12 3 4 2 2 s' 10 27 H 24 16�.., 35 H •32 IY 4 4 2 3 s'ao 27 H 24 17'-1 " . 30 H 32 ,4' 4 5 2 3 9'-1., 30 H 24 1T-2" 30 H 32 �s 4. 5 3 3 8'.1', 5.4., 8'-9" 30 H 25 16'-7^ 30 H 33 18 4 5 3, 3 8'. 5" 30 H 25 16 30 H 33 1r 5 6 3 3 e._2.. 30 J 25 15'-63'-1.0' 30 J 34 6. 3 3 7 -4° 7'-11" 3025 15- 30 J 34 �s'. .5 6 3 3 % 13'-5" 7'-8" 30 J 26 14''7° 30 J 34 2a. ` • 5 6 3 3 6'-10" 13._1., T-61 6,-8" 35 J 26 1 a,1 _8„ 35 J 35• - FOOTNOTE:. 7 � . -35 J 26 13'-1035 J 35 HEADER AND'OR MIN. NO, OF POST REQUIRED SPACING MUST EXCEED 2'-4" ALLOWABLE SLAB SPACING OR LESSER MUST BE USED. MAY 012th FOOTNOTE: •• COL. TYPES 1 = .024".MDEPLATES, USE ON CONC. SLAB -ONLY COL. TYPES 2f=' ;032" SIDEPLATES, ON CONC, SLAB OR FOOTINGS TI FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP, B &,C. DRAWN 6Y:,KK '' TOM CAME l 1AT71bE WE LOAD" PATIO VER SYST MAS. . Y: JOB NO. GF07-0874 ' DATE 10143!2007 'COMMERCIAL AND -RE ;IOEMIAL URAL ENGINEERING„ POST SPACING TABLE F•ND 0 & 30 WI 10, 20&30W DURALUM PRODUCTS; INC: SCALE: NONE REVISED BY: KK 6 D.P. - - RANCHO CUCAMONGA, CA (951)741-2107 ATTACHED ANO ATTACHED HORIZ WND 60,100 & 110 MPH 6269 ALPINE AVE., 6ACRAMENTO, CA 25626 452.7021 F'A% 103.1519 � SHEET 25 OF'29 10 0 LL. 100 MPH (916) silwc8urehm wm 10# L.L. 110 MPH FREESTANDA - ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B.& C LNE LOAD" .. } JOB NO. GF07-0674 3". SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM COMMERCIAL AND RESIDENT ENtiINEEfi0A0 P.06T$PAC1N0ING '., FREESTANDING . DBL,2"x6.5"x:0.32" C1R•3"x8'BEAD EAM . 3"x8" BEAMwlINSERT .. , MINIMUM No. OF POST , .N _ RANCHOlrUCAMONGA LJ (951J 741 2107 AND'ATTACHED .HOR1Z WIND! - 8259 ALPINE'AVE.' SACRAMENTO, CA 95E26 . SHEET 26 OF'29 REVISED BY: KK 8 D.P. 100 LL .110 MPH - 90, 100'8110 MRM., (918) 452-7021 FAX 403-1519 5810SO WANtrtco,it S o O Z 3 MAKPOST � FREESTAND ATT.. MAX.POST FREESTAND ATT. MAX.POST MAX:POST FREE$TAND - ATT. MAX:POST FREESTAND ATT, r=. FOOTNOTE: M IS m 8a= cs rn SPACING SPACING FTG• SPACING 'FOROBL, SPACING FOR,3"x8".. SPACING m POST TYPE '1 PEST TYPE 2 MIN. FTG; POST FTG. MIN. FTG• FTG. MIN. POST FTG, MIN. POST FTG.' FTG. r y 0 ON.) POST TYPE (IN.) pN:) TYPE (IM:)(IN.) y z 6.5y-032" BEAM TYPE_ ON:) (IN.) TYPE; ONJ EXP, S EXP. C' EXP, B. EXP. C .. H 27 g 2 2 2 2 4' 264" . 161-6° 32 H 22 -o", 37 H 23 .1 a'-1 15;7" 32' H 20 29' ", „ 37 o -o " 3'-6 " a'-2 s -s H 28 r 2 3 .2 2 5, 20'-3" t5'-5" 32 H 23 9'-8 37 H 24 13-a,,- :13:-1 32' H 21 26K3. ' 37" 14'-5" T-10" 2'-7" 28 3 H e 3 z 2 6 ' 16'-10.. �4'-6" 32 H 24 18'-0" 32 H 24 12',2° 12'-8 32 H 21 24'-2" 37 3'a" 6'-s" 1 _w �" .1.0 H 29 g. 3 3 2 2 �� 14=6" 13',-12,-11„ 32 H 25 16-85_1". 32 �.� 25 1.1'-3" 11,_9 28 'H 22 22''4' 37 H 30 1b 3 4 2 2 8' 12.x„ 13'-2" 32 H 26 15_7, 32 H 25 10,=6„ 11'-0" 28 H 22 20'1 37 12'-4 „ . 14_-1" „ " r_11� f 30 11• 3 -4• 2 2 9' 11'-3" 12'-8, 32 H 26 ia'-8° 32 H 26 s' -i r' 10'-4" • 2.8 H 23 19'-87.10 37 1-10" 3'-4" 9•-0" 9'_5" 31 �2 4 4 2 3 10' .10'-2'. i2'-3" 32 `:� 27 1'3'-1 " 32 `.� 26 9'-5" 9'-10"._ 28 H 23 8'-8" 37 1'-5' 12 -8" " " 6 =11' H 32 13' 4 5 2 3 11' 9'-3,. 11-1 " 28` H 28 13'-3'' .32 H 27 .9'_0„ g'-4" 28 H 24 1T-9" 32. 1'=2" 12'-0'. 8'- „ 8'-6" 16'-2" H 32 �4' 4 5 3 3 12' 8'-5" 01.91; 28 H 28 12''8��" . 32 H 27..8'_8" 9'_0' 28` �'i - 24 17'-1" 32 - - " +s J 32 4 5 3 3 13' T-9" 11,.3„ 32. J 29 -32 J 28 8,_3 ,' 8'_8,1 32 J 24 16'-4" 32 11'-1" T-6" 7'-10" 14'_10' J 33 ,e 5 6 3 3 14' 7-4' 11'-0", 32' J 29 11 a'�. 32 J 28 8,-0„7,_2.' 32 J 25 15` 4;�" 32 7 6" J 33 IT 5 6 3 4 15' 6,_9., 32 J 30 1 32 28 7'-9" 8'-1" 32 J 25 15'-3" 32 10'-0•' 0�-4" T -o" T-3" .' 13'-10 J 34 . 18 5 6 3 4 16' 6, 10'-6" 32 J 30 11+-0�0,-0' 32 29 7'" 7'_9" 32 25 14'_9'. 32 J 34 19' 7 3 4 17'32 J 30 '-a" 32 J 29 7'-3"- T=6" 32. J 25 14"4'' X32 ; V-6" 6'-10' J. 34 20' 6 7 3 4 1.8� 5'_8.' 10'-1''_5" 32 J 3T 10-4,-5" 32 J 29 6'-7"6,�4a 7'-4"6.8" 32 J 26 13'-;2,-7N ..:32 35 J FQOTNOTE: 19' ' 37 J 31 1p,_i" 37 J 29 6'-10" 7'-2" 5 37. J 26 13'-6"' 37 S'�„ _3" g�_2a 6'-2'. 6.�„ 12'-3" HEADER AND OR MIN. NO. OF POST J 35 REQUIRED SPACING MUST EXCEED 20' 37 J 31 9'=10" 37 J 30 6'-8" T-0" .37 J 26 13'-2" 37 S._1,. -1" 8'- 12'-0" ALLOWABLE SLAB SPACING OR LESSER MUST BE USED . 'OQ �Q S: \ MA!y q � �.100� FOOTNOTE:' NOTE: FOOTING SHOWN REPRESENTS LENGTH OF{Cr CJ j, C,CJ C EACH SIDE OF°CUBED FOOTING WITHOUT SLAB. ,� COL TYPES COL TYPES 1 = .024" SIDEPLATES, USE ON CONC; SLAB ONLY 2 = SIDEPLATES, ON CONC. SLAB OR FOOTINGS SLAB OCCURS, FOOTING SIZE ,032" WHERE CUBED MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. (-- NO.3 r FOOTNOTE: "SAMPLE" SEE -ALTERNATE FOOTING JJi FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C SHT. 9 FOR ATTACHED & SHT. 23 FORTREESTANDING i ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP:,B & C. DRAWN e3-: KK- 70MCAMBECL • • LATTICE LNE LOAD" PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 • OATS: 101292007 COMMERCIAL AND RESIDENT ENtiINEEfi0A0 P.06T$PAC1N0ING '., FREESTANDING 1p 20&3 a ao apt DURALUM PRODUCTS; INC, SCALE NONE .N _ RANCHOlrUCAMONGA LJ (951J 741 2107 AND'ATTACHED .HOR1Z WIND! - 8259 ALPINE'AVE.' SACRAMENTO, CA 95E26 . SHEET 26 OF'29 REVISED BY: KK 8 D.P. 100 LL .110 MPH - 90, 100'8110 MRM., (918) 452-7021 FAX 403-1519 5810SO WANtrtco,it Bin # CRY of La Quinta Building ex Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 _ (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: qSqK A CI ri Owner's Name: 11 Ark O A. P. Number: �jtiy �D 5 s Q b lFq e"i Address: �� I�' L Legal Description: City, ST, Zip: tA L4- 9225-3 Contractor: ov%4k P S�Olif ► Address:: 6 C1w- City,ST, Zip: G (A Zai Telephone: - Project Description: lO X I 1 Q � C � vwtrn „ems fe r ( Q Telephone: 9 j 6vQ15 b State Lie. # : 3 city, Lic #: (Ow e— Arch., Engr., Designer- esignerAddress: Address:' City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: I Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.:. # Stories: # Units: - Telephone# of Contact Person: Estimated Value of Project:O� APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Reed TRACIONG . PERMIT FEES Plan Sets ak Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Cales. Plans picked up Construction Flood plain plan Plaus.resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person. Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''' Review, ready for correctionslissne Developer Impact Fee Planning.Approval Called Contact Person A.I.P.P.. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees