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BPAT2015-0061x .c T0 e a�^�VOICE G�/ 4.� (760) 777-712578 495'CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: ' 9/4/2015 Application Number: BPAT2015-0061 Owner: Property Address: 43300 PALM ROYALE DR WRM LA QUINTA ' APN: 609051010. 1000 E 80TH PL STE 70, r- LU Application Description: MEDITERRA/ (2) PATIO COVERS [AMERIMAX] MERRILLVILLE, IV 9225 tE Property Zoning: Z ¢ o Application Valuation: $18,000.00 © N w So Applicant: Contractor: o ATLAS AWNING AND SCREEN INC ATLAS AWNING AND SC INC iambi 754SOUTH WILLIAMS ROAD 754SOUTH WIL_IAMS R, t� z PALM SPRINGS, CA 92264 y PALM SPRINGS, CA 9226 (760)327-8466 LIc. No.: 835140 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: D03 License No.: 835140 DarYe®' Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish,,or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( ) I; 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, -however, the building or improvement is sold within 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.). (_) 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 License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.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 Lender's WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certifica:e of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the w r or which this permit is'�sued. �r, I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier:_ Polity Number: _ I certifythat in the performance of the work for which this permit is issued, I shall not employ any person in any manner sc as to become subject to the workers' compensation laws of California, and agree ttt, if I should become subject to the workers' compensation provisions of Section 3700 f t e Labor Code, l shall forthwith comply with those provisions. t Y r DaApplicant- WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official 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 pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless theCity of La Quinta, its officers, agents, and employees for any act or omission related to tie 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 is not commenced within 180 days from date of Issuance of such permit, or cessation of work for 180 days will subject permit to cancel'ation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representacives of this city,Wtontupon the above - mentioned property for inspection purposes. Date-, Signature (Applicant Dr Agent): FINANCIAL INFORMATION DESCRIPTION ks, ' 4. x F r, ACCOUNT;, QTYd AAMOUNT r *aPAIDPAIDDATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 ' <, �`� i �a f PAID BY r,3 A.,Y , METHOD:.; = :RECEIPT # `CHECK # jCLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA < $1.00 $0.00 . DESCRI?TIONr�j u' �` ACCOUNT'u` AMOUNTS PAID PAID;DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $194.34 $0.00 5� ,Wc.s13 ^k G t #: tffi,<«Ttyq�" ,%S w �?t'.PAID BY w.y s.yr "L 4 :sy w„q. - .rMETHOD4>-w�°'. Y^ S{T.f .,t x'i- rF�;yRECEI?T#Y4 m.,<+8°E �, µ4 Y�*, `CLTD46Y� c DESCRIPTION,`,fif 1 fiACCOUNT;QTY� {AMOUNT, < PAIf)x., PAID DATE'. PATIO COVER, STD, OPEN PC 101-0000-42600 0 $191.44 $0.00 PAID.:BY�zxRECEIPT 'G'f 'e" ._ a?' $-p L "h TX ti - g #x�r "CHECK# d CLTDBY»;. Total Paid for PATIO COVER / COVERED PORCH / LATTICE $385.78 $0.00 . 4'DESCRIPTION'`y� k ?ACCOIINT� � Tire tQ .s `"AMOUNTS° PAID �� PAID DATE: SMI - RESIDENTIAL. 101-0000-20308 0 $2.34 $0.00 + �PAID'BY J _ METHOD z :RECEIPT#,.N sry. �' <� CHECK#, CLTDBY � Total Paid forSTRONG MOTION INSTRUMENTATION SMt $2.34 $0.00 • 1 0V Description: MEDITERRA / (2) PATIO COVERS [AMERIMAX] Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 9/4/2015 SKH ENGINEERED - OPEN Parcel No: 609051010 Site Address: 43100 PALM ROYALE DRLA QUINTA,CA 92253 Approved: 9/4/2015 SKH Subdivision: PM 27131 Block: Lot: 3 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $18,000.00 Occupancy Type: Construction Type:, Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: TRELLIS PATIO COVER - (2) FREESTANDING COVERS AT WEST POOL (300 SQ FT AND 667 SQ FT) [AMERIMAX] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013 CALIFORNIA BUILDING CODES. FINANCIAL: INFORMATION �AdNXA at ' 0 43e! r Printed: Friday, September 04, 2015 8:42:53 AM 1 of 2 - r - CNFWIYSrrms. DESCRIPTION OUNT. AMOUNT1 D.. AID bATEz RECEIPT..#:, CHECK # 4j, § BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PATIO COVER, STD, 101-000.0-4240 4 0 $194.34 $0.00 OPEN . PATIO COVER, STD, 101-0000-42600 0 $191.44 $0.00 OPEN PC Total Paid for PATIO COVER / COVERED PORCH LATTICE $385.78 $0.00 SMI - RESIDENTIAL --- 7F— 101-0000-20308 P 1 $2.34 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $2.34 $0.00 III I mill milm� INSPECTIONS .......... . ....................... ..... ........ . . .......... .. . ... . P ....... ...... .... .. . . ..... ... PARENT, PROJECTS.,--... . .. ..... . ......... - . BOND"INFORMATION .. . . ... ...... ............. ........ . .. .. ...... .. ....... ..... .... ........ .. . . ..pTTprNnnFNTc. . . . . ... ... . . . . . . ... . .. .... Printed: Friday, September 04, 2015 8:42:53 AM 2 of 2 cWYSTrMS `?W-1 , Bin # City of La Quinta. Building 8F Safety Division P.O. Box 1504, 78-4.95 Calle Tampico . La Quinta, CA 92253 - (760) 777-7012. IU l Building Permit Application and Tracking Sheet Permit # U�V Project Address: 3 L Owner's Name: A. P. Number: Address:—" Legal Description: City, ST, Zip: i, Contractor: Tdc o h nc: P Address:. — Project Description: City, ST, Zip: Telephone. <.;;>::.: ;;.;.: >; ;:;:.,:#>::; State Lie. # :ea5714Y6 CityLic. #; Arch., Engr., Designer; Address: City., ST, Zip: Telephone: ;,.: Construction Type: Occupancy: State Lie. #: Project type (circle -one): New Add n Alter Repair Demo Name of Contact Person: a Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: . 6 �J Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Rcq'd Rcc'd TRACKING PERMIT PEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit .Truss Calcs. Called Contact Person Plan Check Balance. Title 24.Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Dccd Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE.- '`" Review, ready for corrcetionsCssuc Developer Impact Fee Planning Approval Called Contact.Person Pub. Wks. Appr Date of permit issue School Fccs Total Permit Fees 1-4 r 1 , _ s e-C r- t�; 3t i J _ 1 1 e + tPlot r 1 i r a f' ....! _. . .. -.. ...y e..,'. ...ems � C ;, r t 1 'l t7 �5 �-i r •� ` -! `th " i r r � _�. Z3 ;SEA �. ,btN) ��� 041-w 41 f _ } , i 3' 16' i 3:_4„ E ALIGN 4" MAX. TYR 23 ? ' ( i ji �• (• ! „ •, ,j I ii r 4 ; I � ff} S ;; 1! I ?} it fi II .: } i ?? I} I EI is } ! I , I - ?# ii ? 'i li i iE ii �` i Ii { �€ ! ii i !i t€ t• A. ( i i �! � 'i ' �; • i• �i i� 'i is } i i E �• �` i I ! ,?; : i i `. €. � ;I is }! ` ! 1 ?: 4 it !; ; � :j !� ?' •,' y f' (! i; il• � is i. i •• ii is • I ? � '% ; ?� �; is , !I i - ; ! iI E �; +. .._ - ._ - ! ? t { ^XGII&FTER HUNG 3{-4" 1 RFTWFFN SUPPORT REAMS ` )(9R PERLIN ABOVE SUPPORT BEAMS. TYR ? WITH EQ. EQ. ,)4r n „ p u E n w 0 m -n C O r o T G) z �° w �m� TzCZ M�c ®m� � EL LINE OF BBQ ISLAND. SEE DWG. 4/1-1.3. 17, i:.;� %,/ y.� " %,`. y� • �� CURVED METAL BEAM . .k �•� ` 1 * I r I •, , �;•,�d ,•� \ PERSTRUCTURALTYP. I I I I I I / / /ell l,cfi \ ` METAL GUSSET. SIZE PER STRUCTURAL. UPPER EXPO ED METAL POST. - I POST SIZE PE STRUCTURAL. R11' TYP. - -- - ----- _ LOWER STONE VENEER POST `�TOIV(ATCH MAiNTRELLIS POST. -'"`""-. TYP. 2X8 SLAT BASE POINT TYP PLAN SLATS N/ FURRED -OUT R. R STRUCTURAL. ELEVATION 1 - REAR METAL GUSSET. SLATS ELEVATION 2 - SIDE/FACADE TE CURVED TRELLIS _ WOOD LUMBERS TO BE ALUMAWOOD SCALE:1/4 -1-0 CITY ®F QUIIV BUILDING & SAFETY T/q APPFi EDDPT. FOR CONST UCTI DATE g" OIY Bay t .r Ai �;-OrrimaaxxExterior Home Products AlumawoodTM Patio Cover. Carport and Commercial Structure Engineerina 2012 IBC -' PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GENERAL NOTES GN02-2012 r 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS - 4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES ' LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES -IN 115 MPH WIND AREA. 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2012 LT03-2012 r LT04-2012 , 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND ARE , c 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AR S 10 PAGES 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02-2012 S1 NAC �N NP03-2012 �p r u l , NP04-2012 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS !/ CD02-2012 �* 6130/2014 CD03-2012 - CD04-2012 cs'p� IVIt CD05-2012 CA�=1F CD06-2012 CD07-2012 , r CD08-2012 CD09-2012 10 PAGES Misc1a-2012- MISCELLANEOUS DETAILS Misc1b-2012 MISCELLANEOUS DETAILS Misc2-2012 FAN BEAM DETAILS Misr3-2012 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc 4-2012 7.0 FOOTING AND SLAB ATTACHMENT TABLES Misc5a-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc5b-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Misc6-2012- - 7.0 FORCES ON EXISTING STRUCTURES STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS Misc7-2012 Misc8-2012 CONCRETE SLABREQUIREMENTS FOR CONSTRAINED FOOTINGS 0 f CITY OF LA QU J BUILDING & SAF INTA �' DEPT. O P oR VED NS�RUCTION DATE jl�/� B 1 OCT 02 2013 September 29, 2013 4 c; 0.024' 6 5/8' SEE DETAIL L26 0.024' 0.024' r 3- i 6 5/8' 3' 3' SQUARE COLUMN C3004-1-134 ALUM. ALLOY) L24 2•'x 6.5' SIDEPLATES (3004—H3.4 ALUM. ALLDY) Lattice Solid Par Alum. Bracket (t = OA6 DETAIL. L9 Lattice or Solid P.ts-7 6" MIN 0.042"0"x8" HEADER Alum Brackel #8 SMS 'I , 3' x e• Header #2 3' x B• Header #1 X . •I; , ' (0.042) (0.042-) 2'. x '6' SIde Plate FDUR #14 EACH SIDE SMS 2" MIN #14 SMS EACH HEADER I I 3' x 8' Header (Q042'T- 3'x3" POST i I 3"x3" POST I 12x6.5- SIDEPLATE FOUR #14 SMS EACH SIDE FOR 140 MPH EXP C SLAB ATTACHMENT AND UP TO d=26' FOOTING. �p OR 1 STEEL HILTI WIK B13LGALVANIZED Z CONCRETE SS STAINLE a' L ANCHOR (ICC ESR 1917) W/ 2' EMBED 'I L AND 1'0 WASHER OR EQUIVALENT 7. 3'X 3" 2"X 6.625' L25 ) ,L9p POST ( SIDEPLATES ALUM. FOOTING ALUMINUM BRACKET FOR CONNECTING I BRACKET POST TO FOOTING OR 4' SLAB (6063-T6 ALUM ALLOY) SINGLE SPAN ATTACHED UNITS ONLY •e.ti> S : e ° • REQUIRES SIDEPLATES AS SHOWN IN • DETAIL L26 SLAB OR' FOOT NG 3"x3" ALUMINUM RAFTER ALTERNATE 1.5" 3'X3' TWO #10 OR #14 SMS L30 RAFTER ATTACHMENT LATTICE HEADER TOP MOUNT BRACKET 0.21- STEEL Fy = 33 k9i 8I. BRACKET IS L094' WIDE SMS J�vB.� S��� fy> ALUM ` 11wr .a... RAFTER WAM #14aa•."... 0.042"x3"x8" HEADER "B" ►. 31x8' HEADER CONNECTION SEE NOTE FOR DIMENSIONS 'A' AND 'B' L2fi 0 "A" 4-8 #14 SMS r EACH SIDE SEE NOTE + 2'X6' SIDEPLATES SEE NOTE FOR THICKNESS REQUIREMENTS 41 1 h JUN 0 201�5 FOUR- #14 EACH SIDE, NOTEi SEE SHEET MISC5a M OR MISCSb FOR SPECS ON MOMENT CONNECTION '* WITH SIDEPLATES MAXIMUM FOOTING FOR THIS DETAIL Is d=26' Live MAX "L" FOR TOP Load OR SIDE MOUNT Wind Speed (psi) and Exposure 16" olc 24"olc 10 130 mph Exp B 23%9" 15-10" 140 mph Exp B 22'-r' 16-1" 115 mph Exp C 2T-9" 1s-1o" 130 mph Exp C 18'-10" .17-T' 140 mph Exp C 1s-4" 10'-10" 20 140 mph Exp C I 1r-w s' 3" fATTA OUNOT ALLOWED IN SNOW. LOAD AREAS LSEE GENERAL NOTE #9 FOR CORROSION PROTECTION PER 7.5 1' MIN GAP' BETWEEN EXISTING EAVE LEDGER AND ROOF FOR WOOD FRAMING DRAINAGE ALUM ALL HOUSE PENETRATIONS 141f1:5' SCREWS 6 RAFTER MUST BE COMPLETELY AND PLACES PERMANENTLY SEALED ��� 0:125"x1.5"x1.5' STEEL (Fy.33 KSI) -L- BRACKEr: 2" SPACING �$ BETWEEN SCREWS IDE MO N B ET OL27 ALTERNATIVE SPLICE FOR ATTACHED UNITS a EAVE ATTACHMENT /4. MAXIMUM F❑❑TING SIZE IS cl=26 EAVE OVERHANG AND -ICC ESR1398 (2012 IBC) 9129/2013� STEEL POST 3/8' x 9' STEEL ` REBAR EMBEDDED AT 139 \/ J SEE s- REQUIRED SLAB FOR CONSTRAINED 'B' DEPTH 4 D D D d <33' B= 9' 4 t B d<38- B=12' d<46' B=18' d<51' B=24' 4 ;� .e•' d - . .3 v v a: 'L' MUST ALSO COMPLY LEDGER BOARD WITH DETAIL L17 OCT 02 2013 Page 20 of 66 Engineers Stamp r CONCRETE FOOTING L29 �_ d-----�� FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL ± Amerimax2892, US Hwy74 EXTERIOR HOME PRODUCTS Romoland,CA'9258 omw BY. BEJ/CP NTS Comment a s & onnec ion e a For Patio & Commercial Lattice Structure: WE mw. LT03-2012 8 3 of 4 3/8' BOLTS W/ V DIA. L16 x 3/32' THK, STL. WASHER TO 8' STEEL 'C' BEAM 5.5' SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY - 1.575" 2.843' FOR #14 SELF DRILLING SCREWS SEE TABLE 7.4 COLUMN 'L', r 0.09.7' ALTERNATE 3' SO POST CONNECTOR 'T BRACKET (6063T6 ALUM) 2.25' I 1.0 IF DETAIL L29 IS NOT USED ATTACH SIDE PLATES AS PER DETAIL L26 0.750' Os1- /3 W BOLTS SEE TABLE 7.3 COLUMN 'H'. FOR QUANTITY 0,041x3'x3OR #14 SELF DRILLING SCREWS STEEL POST SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY ■ 2.5' 0.875" 0.042'x3'x8' BDX BEAM WRAP 7.75" DETAIL L! , 31x8' 12 (t=0.105') OR 16 GAUGE (t=0.059') STEEL C BEAM Fy= 50 KSI r� L18 12 and 16 GA 3'x8' STEEL C BEAM ; W/ 0.042'X3'XB' ALUM WRAP r f 3'-6' I 3'-6' 3-, 4-, 5- OR 6- ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR CORROSION PROTECTION ICC ESR1398 (2012 IBC) 9/29/20 EXISTING DF J FRAMED WALL 20 GA ASTM A653 GRADE 33 STEEL BRACKET FOUR #8 WOOD SCREWS INTO RAFTER AND 2X FASCIA ONE PER RAFTER o RAFTER ROOF COVERING IS A MAXIMUM DETAIL wA" OF 3 PSF HEAVIER ROOF COVERING 2X DF WOOD SHALL REQUIRE ADDITIONAL ENGINEERING ANALYSIS FASCIA 2'x WOOD FRAMING DOUGLAS 2 OR SEE GENERAL NOTE #23 HANG02 0.018' ALUM OR 0A35' VIM COVER Li FAWA SEE TABLE 7a FOR MAXIMUM ALUMINUM FOR asstoot OVERWO SEE RAFTER sCHEMIL: SCHEDULE a RIGHT ALTERNATE EAVE ATTACHMENT L� 9 HEADER SPLICE DETAIL p_ ►14 0 0 COME EACH SDE 3'X8'HFM 0 0 22—X 6 10 DEPI S 'X 3' SIDE OF OxuilN POST Seal o th permonently flexible L waterproof sealant CONTINUOUS 2'x6' DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION 1.00'min. COVER W/ 0.019' ALUMINUM SEE GENERAL NOTE #23 1/4' Lag Screw Llve/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" EAVE OVERHANG Solid Cmr Wind SIZE (24" O/C) 6" Ir Ir 2V 30" 10 psi 2x4 25'-0' 20'-W 12'-0' T-I" 3'-8" Lattice=135 Exp C 2x6 25W 25'-0' 251-V 23'-10' 1T-1' 2x8 25W 25'-0' 26-C 2V-a 264Y 10 psf 2x4 2510 19'-3- 11'-6' T-1• Y-8' Lattice=140 Exp C 2x6 26-0' 25-V 26-0' 2Z-W 15-7' 2x8 264' 2V4' 26-V 7S-a 25-a 20 psf 2x4 IV-0 1(7-3- 5'-10' 3'-4* 11-V Lattice=170 Exp C 2x6 19'4y 19'-17 1T-l" IT-9' 8'-4' 2x8 19-V IV-U 191-0' 19'-0' le-W 25 psf 2x4 19-V 1113' 6W T-8* 1'-V Lattice=170 Exp C 2x6 181-0' lu-a 18'4y 17-10' 9'-1' 2x8 181-0' 164' 18'4' 181-0' le -a 30 psf 2x4 1T-0' 9-2' 5'-1' 74" a-0" Lattice=170Exp C 2x6 ir-a 1T-a 153' 10'4' T-1' 2x8 I 17'-0' 1T4' 174' 1T-V 14'-8' 40 psf 2x4 W0 S-T Y-4- 0-a" 9-V Lattice=170 Exp C 2x6 14'-0' 14' a 11'-0' T-2' 4'-T 2x8 14'-0' 14.0 14'4' 14'4' la-3- 60 psf 2x4 W-a 4'-0' 0'-0' 0-0' 0'-V Lattice=170 Exp C 2x6 91-0' 9-0' 6'4r 4'-0' 2'-1' 2x8 9'-V 94' 91-0' 81.8' 5-10' BE P � 10NAL h PU C 681 9 * EXP.6130n 17 4P ClVIL FOF. CALiF � T 22015 I ATTACH LATTICE COVER 3.5' MIN AS PER L7 Completely Seal withpF.Elp permanently flexible & waterproof sealant � •: V� �; 2.5' MIN PENETRATION . ::3 8' : INTO VOOD FRAMING I.00 rtln. O STUOCO ATTACHMENT DETAIL V/ MIN SG = CSL22 WITH LEDGER BOARD Synthetic Stucco or ' C other non-structural covering (1' max. thkW CA1.1Fa� SEE ALLOWABLE DISTANCE TO FIRST Sheathing OCT 02 2013 ROW OF POSTS IN TABLE 7.7 Page 19 of 66 Engineer's Stamp CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE B �Amenmax 28921 US Hwy74 EXTERIOR HOME P R ODU C T S Romoland, CA 92585 WON Uf. BEJ/CP wzr om�onen arts & Connection ails NTS Gar m;n R. rnmmerrinl I ntfira Simn4..rnc LT02-2012 2of4 HIGH LATTICE COVER 3.0 POST SPACINGS Of A08dled 31n9Ie reastandmg Of I I IAneehed S14e ROUND TRIG MAX POST MAX aPen auwwiv '.•'•"-•w••_.-__ MAX POST LENGTH MI1X MAX POST LENGTH tr ( f7 MAX POST MIN FOOTFJt 1'MX POSTLENGTH r I tr 17 POSE REOD POST MIN FOOTER r ' tr ( 12 POST MIN FOOTER r I FOO SNOW NADTH CONSTRAINED FOO SPACIN POST SIZE CONSTR/VNID FOO SPACING POST SIZE CONSTRAINED LOAD (FT) SPAC04G FOR SPACIN POST SR8 'd' 'd' •d' (FT) TYPE 'd' -d- -d- 'd' (FT) TYPE 'd 'd' 'd •d' (PSF) ON SLAB SLAB (FT) TYPE V, I M M) fm) M On) On) (m rm On) On) On] On) Ml 120 MPH EXPOSiIi� C or 140 MPH EXPOSURE B 27 29 30 18'-10• A 23 25 27 79 10 3 =.a. A 14'-10' A 21 25 27 28 21'.1" A 24 27 % 10 1TS A 23 % 27 28 LIVE 3.5 1r-5' A 13'-8' A 22 25 % % 19-T B 24 % 29 164' A 24 25 % 28 4 lr-r A 17$' A 22 24 % 27 18'J' B 25 % % 28 29 15,5' B 24 24 % 27 4.5 15'-1* A 11'-10" A 22 24 % 27 1TJ' B 25 26 27 29 W-71 B 25 25 26 27 5 IT-7' A 11'-Y A 23 24 % 27 W-4" 8 % % 27 29 13'-10' B 25 25 25 27 5-5 174' A 10'-T A 23 23 25 % 16-W B 26 27 27 27 28 17J' B % 26 % 27 6 114' A 10'-1' A 23 23 25 % 14'-10' 8 B 27 27 27 28 12'-T B % % % % 6.5 10'•5' A 9•7• A 24 24 25 % 14'-Y C 27 27 27 28 17.3' B % 26 26 26 7 gg A r-Y A 24 24 24 26 131-8" 27 27 27 % 111-9' 8 % % 26 28 7.5 T-1• A 8'-101 A 24 24 24 26 13'-Y C 28 28- 28 281t'-5' B 27 27 27 27 8 8'-6• A r-S" A 24 Z4 24 25 17-e" C C 28 28 28 28 Ill. B 27 27 27 27 85 1r-0- A p'-Y B 24 24 24 % 17J' 28 28 28 28 fV-0• C 27 27 27 27 9 TS A T-10' B 25 2525 25 11-10` D 28 2828 28 171' C 27 27 27 27 BS T-Y A T-T B 25 2525 25 11'•6• D 29 29 29 10'-1' C 28 28 28 281p 6-? A T4' B 25 25 25 25 11',Y D 29 29 29 2B gT D 28 28 28 28I 11 I 6-Y - A 6.11' B 25 25 25 25 1r-1' D Z9 29 2929 29 9'-1' D 28 23 2828 S�" A 6'6' B 25 % 25 25 1 r-1' D D 30 30 30 30 8'S D 29 29 29 29 13 5-Y A 6.Y B 2626 26 % 9=T 130mv urwuncv A 22 26 28 29 21'•1• A 25 28 30 32 /5.6• A 24 26 23 w 1D 3 22-0' A IV-10- 29 19'T B 2628 30 31 7T4' A 25 26 28 29 LIVE 35 1r-5- A 13'-7' A 23 26 27 - % 27 29 31 W-3* A 25 % 27 % 4 1T-0' A 17-7' A 23 % 27 28 18'J• 8 27 27 29 30 15'J' B % % 27 28 4.5 15.1' A W-9' A 24 25 27 28 1TJ' B Z7 28 30 W-5• B 26 2627 285 1T-7• A 11'0. A 24 25 26 26154' a 27 30 13'-g• 8 27 27 27 28 55 r4• A IV4• A 24 24 % 27 15S B % 28 26 2529 13'-1' B 27 27 27 28 6 11'4- A 9'-10" A 24 24 2627 14'-10' B 28 28 17.7' B 27 27 27 27 65 1 r.5• A g4" A 25 25 % 27 14'-2' 8 28 % % 29 29 17-0' B % % 28 28 7 g-0' A 8'-11' A 25 25 25 27 13'd• C 29 29 29 29 1117' B % % 28 28 7.5 9'-1' A Ir-W A 25 25 25 26 1r-Y C % 29 29 % 29 29 11-Y B 28 28 28 2885 g g.6- A r•Y A 25 25 25 2612-0' C 29 30 30 30 it-9' B 28 28 28 26 r-0' A T•10' A 25 25 25 26 12'•Y C 30 3D 30 30 1g•S• B 29 29 29 29 9 TE" A Ts 8 26 26 26 261t'-10' 0 30 30 30 1 r-1 • C 29 29 29 28 95 T-21 A T3' a 26 26 26, 26 11'-5' D 30 30 30 30 r-10• C 29 2929 29 10 6'•9• A T-0' B %, % 26 26 11'•1' 0 30 30 g.1' C 29 29 29 29 11 6-Y A r-T 8' 26 26, 26 2610'3' D 31 31 31 31 r-10• O 30 30 30 30 12 53 A 6'-Y B ;, % 26. % % 9'-10' D 31 31 31 31 6'd' D 30 30 30 30 1a 5'J' A 5'-10' B 427 -27'' 27" 27 r-5- �D 31 31 31 31 140 MPH EXPOSURE C or 160 MPH EXPOSURE B' 31 32 1T-5' A 25 27 29 30 10 3 2ZF A 13'-7- A 23 27 28 30 19,41' A % 29 30 32 /6-0' A 25 27 28 3D LIVE 35 1r-5' A 17S' A 23 2628 291rS A 2629 30 31 14'-IV A 26 26 28 29 t 1T-0' A 11'-5' A 24 - 25 28 291T-Y B 27 28 28.29 31 14'4• A 26 26 28 29 4.5 15'-1' A 101-8' A 24 25 27• 29 16.1' B B 28 28 28 29 31 174• A 27 27 27 29 5 13'-7' A 1r-0' A 24 25 27 28 IT-3' 14'-5' B 28 28 29 30 1.. B 27 27 27 29 55 174• A r-V A 25 ---25 • --:26 28 B 29 29 29 30 17-0 B % 28 20 28 6 114 A r-1 V ., -A" -25'-- 25' 28 2813'F a 29 28 29 30 11'S B 28 28 2828 6.5 1r•5' . A - 8'•5" - A 25 25 2827 IT-l" 8 29 29 29 30 11'4Y B ZB 28 28 28 7 rS A 8'-1' A 25 25 2527 2627 17-0" 17.0• B 30 30 30 30 1r-7' 8 28 2028 288 75 r-)• A TS A 26 26 26 2627 11'•e' B 30 30 30 30 1r3' B 29 29 29 29 r-T A T4' A A 26 25 26 28 21 11'-1' C 30 30 30 30 r•10' 8 29 2929 29 BS B'-0' A T-1' 2S % % % 1r-9' C 30 30 30 30 r-T B 29 29 29 29 B T8• A 6-0" A A 26 26 26 261r4' C 31 31 31 31 rS B 29 29 29 29 9.5 T•2" A 64+ A 26 2625 26lr-1' C 31 31 31 3f r4T B 30 30 30 30 10 rS A IF-3* A 27 27 27 27 r-5' C 31 31 31 31 r-T 8 30 30 30 30 11 6-Y A 5'-10' A 27 27 27 27 8'-11' D 31 31 31 31 r-1• C 30 30 30 30 12 5'4r A 6'-6' A 27 27 27 268'47' D 32 32 32 32 TS C 31 31 31 31 13 5•Y A S-Y TABLE 3.11 A09dted Single Freestanding Of dn:d Stile Freest2nc ing OrAtted ed skde Freestan ng or span svucWre Multi Units Pen s0delure Multis n Units seen Swc08e IMultispan Units ROUNDWPOST MAX MAIL POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW POST MIN T r I 1r I 12 POST MW r I 1r 1 17 POST MW OOTE8' I 10' 1 17 LOADSPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOO SPACIN POST SIZE CONSTRAINED FOOTEF (PSF) (FT) TYPE 'd' -d" -d' %r (FT) TYPE 'd' "d" 'd' 'd' (FT) TYPE 'd' -d" -d' •d' M) M) (in) fm M) On) On) On) Cm) M1 ON (in) 140 MPH t"OSUttt G - 27 28 15'-Y B 24 27 29 31 13' 7' 8 23 26 27 29 20 3 3.5 11'-10• 1r-Y A A 10'-4' 9'S' A A 21 21 26 % % 28 1P-W 8 24 27 29 30 17.6' a 23 25 27 26 4 8'-11' A 8'-0• A 22 24 % 28 IT-W C % % 28 30 1114B' B 24 25 27 % 4.5 T-11' A 81•1' B 22 24 % 27 17-2' C 25 % 26 29 1r-11' B 24 25 % 28 ^' 5 7-1' A T-T B 22 24 25 27 11'-01 D 75 26 28 29 10'-4• C 25 25 26 27 5.5 U-51 A T-1• B 22 23 % 27 10'•10' D % % 27 29 91•10• C 25 25 26 27 6 5'411 A 61•8' B 23 23 25 26 11r4• D 26 % 27 25 9'-4' D 25 26 26 27 65 61-5' A 6-4' B 23 23 25 26 9'-10' D % % 27 % 6'-11" 0 % % % 27 7 51•1' A 6-0' 8 23 23 24 % r•5' D 27 27 27 28 81•T D % 26 26 27 75 4'-S' A 5'•9• B 23 23 24 26 9'-1' D 27 27 27 % W-7 0 % 26 % % 4'-5" A 51S B 23 23 24 26 81-0' D 27 27 27 28 T-11" D 26 26 % % 8 8.5 4'-Y A 5'-Y B 23 23 24 26rS D 27 27 27 27 T-8" D 27 27 27 27 9 3'-11' A 5.0" 8 24 24 24 % 1-1' D % % 28 % T-s' D 27 27 27 27 9.5 1 T-T A 4.40' 8 24 1 24 % % T-10• E ZB % 28 % T--Y D 27 27 1 271 27 15D MPH LXFU51JHt G Or 1 ! V Alr1� wva,nc c 28 29 15--2' B 25 28 30 32 17.7 B 24 27 % 30 20 3 3.5 11,10' 101-2' A A lr4' 9'-5' A A 22 22 % 26 27 29 14'S B % 28 30, 31 12-0" B 24 % % 29 4 r-11• A 8'-0- A 23 % 27 29 17-0" C 26 27 29 31 11=8' 'a 25 % 28 29 45 T-11' A 8'-1' B 23 % 27 28 17-Y C % 27 29 30 101-11' 8 % 25 27 % 5 7'-1" A T-T B 23 25 26b 28 111' D 27 27 28 30 1V4' C 26 2627 28 5.5 6S A T-1' B 24 24 2628 1r-10' D 27 27 28 30 g-10• C 26 26 27 28 6 5-11" A 6.8' a 24 24 % 27 1014" D 27 27 28 29 r4' D 27 27 27 28 6.5 5-5' A 64- B 24 24 25 27 r-10' D % 28 % 29 r-W D 27 27 27 28 7 5'-1" A 64" B 24 24 \,25 27 T-S D % 28 28 29 8'-T D 27 27 27 % 7.5 4'-9' A SW B 24 24 25 27 9'-1• D % 28 28 29 9'J' D 27 27 27 27 8 - 4'S A 5.6• 8 24 24 25 % r-8" D 29 29 % 29 T-11' D % % 28 28 85 4'2" A 51J' 8 % 23 25 27 8-S, D 29 29 % 29 T$' D % 28 28 % 9 31•11• A V-0' B 25 % 25 27 8'-1' D 29 29 29 29 T-51 D 28 28 28 28 95 T-9' A 4'40• B 25 25 % Z7 T-1p• E 29 29 29 29 T-2• D 28 28 1 28 1 % 17D MPH 1, JWwbwmc G A 24 28 30 31 )S-Y B 27 30 32 34 13'-T B 26 % 3o 32 20 3 3.5 11'-10• 10'-Y A A 101r 9'-S' A 24 27 % 31 14'A' B % 30 32 33 17.6• B 27 % 30 31 4 8-11" A 8'B" A 25 27 % 3D 1S-0' C 28 29 31 33 11'S 8 27 27 29 31 4.5 T-11• A IIA" B % 27 28 30 17,Y C 29 29 31 32 W-11' B 28 28 29 31 5 T-1• A T-T B 25 % 28 30 11'-0" D % Z9 30 32 1r4' C 28 28 29 30 55 6S A T-11 B % % % % tr-10' D 29 29 30 32 9'-10- C 29 29 29 30 6 5'-11• A 6-0• B % 26 27 29 1r-4' D 30 30 30 31 9V• D 29 29 29 30 65 5-5' A SW B % % 27 29 9'."r D 30 3 30 3 D % • % 29 30 7 6'-1• A 6'-0- B 26 26 27 29 8'-5' 0 30 30 1 8•-T D 30 30 30 30 75 4'-9' A 5=9'. B % % - 27 28 9'-1• ^D 31 1 31 31 81-Y 0 30 30 30 30 8 4'-5' A 5'S 8 27 27 27 28 8'•8' D 31 31 3 3 T-11• D 30 3D 30 30 85 4'-Y A F-7 B 27 27 27 28 W-v O� 31 31 1 TB' D 30 30 30 30 9 3'-11' A S-0" 8 27 27 27 29 8'-1• 0 32 52 TS D 31 31 91 31 - 140 MPH EXPOSURE C or 160 MPH EXPOSURE 8 I n 23 27 28 31 . 25 3 r-T • A 1r-1" B 21 25 27 % 14-10' D 3.5 r-Y A 1-2- B 21 25 2628 19'B• D 2 % 30 :gip E15Slp • 4 T-Y A 8'-S 8 21 24 % 27 12'4r D 6 28 30 Q_ • �.� 45 64" A 7*40" B 22 24 % 27 111-10' D 5 % 28 29 29 5 51-T A 7-4• B 22 24 25 27 1V-- D 25 % 27 5.5 S-Y A r-11' B 22 23 % % 1017" - % % 2 29 _ 4(3 o 6 C.Ir A 6fi B 22 23 25 26 tr-1' E 26 262 28 6.5 4'-5' A 6'-Y C 23 23 24 25 r7" E 28 7 C-1' A 5-10- C 23 23 24 % r-Y % 28 * 'k 7.6 3'-ton A 5-T C 23 23 24 % r-10' 8 3' 7- A S4• C 23 23 24 %r r gt CI 89 3' T A 4' 1 0' C 23 23 24 % E 27 2 68139 P 6l W017 OCT 02 2013 * Page 14 of 66 \ S'l CfV{L a���P N 02 2015 ICC ESR1398 (20121BC) 9/29/2013 �FCAUF \TT�� LATTICE COVER2.0 POST SPACINGS FOR PATIO AND COMMERCIAL CO 76 Ga TK8" Steel C Beam Detail LI8) TABLE 2.5 t Kh&d Sk46 Freestanding or sum Structure Muliispan Units GROUND TRIES MAX PDST MAX MAX POST LENGTH SNOW MOTH POST REDD POST MIN FOOTER 8' I 12 I is - LOAD (FT) SPACING FOR SPACINC POST I SIZE CONSTRAINEDFOOTIEF (PSF) ON SLAB SLAB (FT) TYPE 'd" 'd' I 'd' 'd' (F7)I Cm) Cm1 On) Cm) 115 MPH EXPOSURE C or 130 MPH EXPOSURE 9 20 5 T-1' A 17.11" D 23 25 28 30 LIVE 55 65" A 12.1' D 23 24 27 29 6 5'-11' A 11'-1' 0 23 24 27 29 65 SS A t0'.Y 0 23 24 27 28 7 S-1" A 9' -r D 23 23 26 28 75 N-w A 8'-11' D 23 23 26 28 8 4'4'r A 8'-4' D 23 23 26 27 85 4'-T A r-11' D 23 23 25 27 9 T-11' A r.5" D 23 23 25 27 9.5 T-9' A r-1' D 23 23 25 27 10 T-w A 6'-9" D 23 23 25 26 10.5 Y4" A 6'S" D 23 23 24 26 11 3.2' A 6-1" D 23 23 24 26 11.5 3.1' A 5'-10' 0 24 24 25 26 12 Z-11' A 5'-71 D 24 24 25 27 13 75" A T-T D 24 24 25 27 VERS NORMAL WIND AREA: 12 Ga TWI Steel C Beam Detail 1-18) Double 12 Ga 3 k8" Steel C (DISM0 Le) ed Sh>Ale Freestandimg or Attached Freestanding or somsOuaelre Multis Units Structure Multi nUnits MAX MAX POST LENGTH MAX MAX POST LENGTH POST MN FOOTER 8' I 17 I 15 POST rAw FOOTER 6 I 17 I 15. SPACING PO S SIZE CONSTRAINED FOOTS SPACING PO 61ZE CONSTRAIN®F00 (FT) TYPE .1 -d' 'd' 'd"'d' Bn) (in) (m) On) On) (in) (In) (m) 27.1" F 26 28 31 33 30'-1' F 31 3t 33 35 20'-10' F 28 28 31 33 29'-2* F 31 31 33 35 19'-9" F 26 28 31) 32 W41 F 32 32 33 35 18'.10' F 29 29 30 32 2r-r F 33 33 33 35 18'-0' F 29 29 30 32 261 11' F 33 33 33 35 17'-3- F 29 29 29 31 26V' F 34 34 34 34 161-6. F 29 29 29 31 2S.9' G 34 34 34 34 15'-11' F 3D 30 30 31 25'-3" G 35 35 35 35 15'4' F 30 30 30 31 21'-9' G 35 35 35 35 14'40" F 30 30 30 30 244' G 35 35 35 35 14'4' F 30 30 30 30 27-11" G 36 36 36 36 IT-1 0" F 30 30 30 30 23'-6' G 36 36 36 36 131S' F 31 31 31 31 23'-2' G 37 37 37 37 IV-1' F 31 31 31 31 W-8. G 37 37 37 37 1ZS" F 31 31 31 31 22.9' G 37 37 37 37 1Z-0' I F 1 31 1 31 1 31 31 11 21'S' 1 IS 1 38 38 1 38 1 38 25 115 MPH 5 55 6 6.5 7 7.5 8 8.5 9 95 10 10.5 11 11.5 EXPDSURe 5'-9" 5'r 4'-9' 41S" 4'-1" Y-10' Y-r Y4' Y-Z T-0" Z-10' ZS" Z-r 1 ZS" u A A A A A A A A A A A A A 1 A 17.6" 1$'-7' 10'-7. 9'-10' 9'-1" 8'S 8'-0" rC r-1' 6'-9' 6'-5' 6*-1' 5-10' I 5'-r E E E E E E E E E E E E E I E 20 21 21 21 21 21 21 21 21 21 21 21 21 1 21 23 22 22 21 21 21 21 21 21 21 21 21 21 1 21 25 25 25 24 24 23 23 23 23 23 22 22 22 22 27 27 25 26 25 25 25 25 24 24 24 24 24 24 21'-6" w . IT-3. 164' 1r-0' 16'-9' W-1' 15'-S' W-10' 14W 131.11' 13'S' IT-T 1ZS' F F F F F F F F F F F F F I F 24 25 25 25 25 26 26 26 26 26 27 27 27 a 27 25 25 25 25 25 26 26 26 26 26 27 27 27 27 28 28 28 27 27 27 27 26 26 26 27 27 27 27 30 30 29 29 29 29 28 28 28 28 28 27 27 27 27'-10' 2r4' w . n.6. 24'41' 24'4' 23'-19" 214" 2Z-1V 2r-r 27-1' 21'-S' 21'-5' 21'-1" F F F G G G G G G G G G G G 27 27 28 28 29 29 30 30 30 31 31 31 32 32 27 27 28 28 29 29 30 30 30 31 31 31 32 32 30 30 30 29 29 28 30 30 30 31 31 31 32 32 32 32 31 31 31 31 31 31 31 31 31 31 32 32 5 5'-9' A 1Z3' E 23 25 28 29 211E' F 27 28 31 33 27,40' F 30 30 33 35 25 55 51-T A 11.7' E 23 24 27 29 20-3" F 28 28 31 32 2r-0' F 31 31 33 35 6 4'-9' A 10'-7' E 23 24 27 29 19'-3' F 28 28 30 32 w . F 31 31 32 34 6S 4'S A 9'-10' E 23 23 26 28 18'4' F 28 28 30 32 2Y-6* G 32 32 32 34 7 4'-1" A V-1' E 23 23 26 - 28 17'E' F 29 29 30 3l 24'-11' G 32 32 32 34 75 3'-10' A SS E 23 23 26 27 16-9' • F 29 29 29 31 244' G 33 33 33 34 8 Y-r A V.0* E 23 23 25 27 16.1" F 29 29 29 31 23'-1 Or G 33 33 33 34 8.5 3'4" A 7'6' E 23 23 25 27 15'-5' F 29 29 29 31 2Y-4- G 34 34 34 34 9 Y-r A r-1' E 23 23 25 27 14'-IV F 3D 30 30 30 22-11' G 34 34 34 34 A 6'-V E .23 23 25 26 14'4" F 30 30 30 30 225- G 35 35 35 35 10 Z-10' A 6-5' E 23 23 24 26 W-71" F 30 30 30 30 W-1' G 35 35 35 35 10.5 2'-r A 6'-1" E 23 23 24 26 17.5' F 30 30 30 30 21'A' G 35 35 35 35 11 2-7" A 5'-10' E 23 23 24 26 1Y-0' F 30 30 30 30 21'S' G 36 36 36 36 11.5 75" A 51-r E 23 23 25 26 1251 F 30 30 30 30 1 21'4' G 36 36 36 36 12 74" A S4- E 23 23 25 21 124- F 31 31 31 3/ 20'-10' G 36 36 36 36 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING URAI IAGHtu s I HUG I Ut1c - 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT' 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 2OPSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 TABLE 2 5 ArachedSlnoa Freestanding or jAtteched Sinee Freestanding or Attached Single FreeStSMIng 0r spensuum re Multispan Units Somsmabae Mhdtispan Units Span shtcbrre Multispan Units GROUND TRIB. MAX POST MAX MAX POST LENGTH MAX MW([OST LENGTH MAX MAX POST LENGTH SNOW WDTH POST REO POST MIN FOOTERL-NSTRAINEDFOOTO 8' I 12' I IT POST MIN FOOTER 9• I t7 15' POST MIN FOOTEIi 6 ' 17 I 15' LOAD (Fn SPACING FOR SPAq SIZE SPAC POST 5E CONSTRAJNED FOO SPACING PO SIZE CONSTRAINED FOO(PSF) ONSLA9 SLAB (FT) TYP "rd 'd' "d (FT) TYPE "C 'd' 'd' 'd (FT) TY 'd' .1 ''"d' (FT) Cm)m) On) (m) Cm3 GN Cm) (tn) On) Cm) On) M) 115 MPH EXPOSURE B 40 5 3'-r A 81•7 E t8 21 23 25 IV-3- F 22 24 27 28 23'•10` G 25 26 29 31 55 T-r A rS E 18 20 23 25 15'-r F 22 24 26 28 23'-1' G 26 26 29 31 6 Y8 A 6-T E 18 20 23 24 14'S" F 23 23 26 28 2Z-5' 0 26 26 29 30 6.6 Z-V A 6'-3' E 18 20 22 24 13'B' F 23 23 28 27 21'•10` G 27 27 28 30 7 Z-r A 5'-10, E 1B 1B 22 24 131-0' F 23 23 26 27 21'.T" G 27 27 28 30 75 ZS A 5.4. E 18 19 22 23 1ZS' F 23 23 25 27 20'-10' 0 28 28 2a 30 8 ZJr A S•1" E 18 19 21 23 11'-71' F 23 23 25 27 20'.4' G 28 26 28 30 8.5 7.1' A 4'-10' E 18 19 21 23 11'S' F 24 24 25 27 19-11' G 28 28 28 30 9 :7 A 18 19 22 23 11'-0' F 24 24 25 26 19'-r H 28 28 2 30'-11A 18 19 22 23 1C-r F 222 26 1 V; H 29 29 29 2910 1'-r A j.--1E 78 18 22 24 10'- . F 2f 24 21 26 1C-11' H 29 29 29 29105 1-8' A 78 2D 22 24 B'-10' F 2f 2! 21 26 18'-r H 30 30 30 30 40 5 3'-r A 8'-T E 20 23 25 27 16'J' F 25 26 29 31 23!.10' G 28 28 32 34 5.5 YS' A r-51 E 20 22 25 27 IW-3' F 25 26 29 31 2r-1' G 29 29 31 33 6 3'-0' A 6'-9' E 20 22 25 26 W-5' F 25 26 28 30 22'S' G 30 30 31 33 65 Z-9' A 61-3' E 20 21 24 26 13'-0' F 26 26 26 30 21'.10' G 30 30 31 33 7 Z-r A S•10" IS 20 21 24 26 131-0' F 26 26 28 30 21'-3" G 31 31 31 33 75 7.5" A T-V E 2D 21 24 25 SZ-5' F 26 26 28 26 20-10' G 31 31 31 33 8 7-3' A 5'-1" E 2D 21 23 25 11'.11' F 26 26 27 29 2014' G 32 32 32 33 85 !11' A C-10' E 20 20 23 25 11'-5' F 27 21 27 29 19'.11' G 32 32 32 32 9 7-0' A 4'S E 20 21 24 25 11'-0' F 27 27 1 27 1 29 19-4- H 1 32 32 32 32 OVER- HANG TABLE 22 TRIBUTARY' PROJECTIO! S 8' 10' 11' 17 13' 0' 4' 4.5' 8' 5.5' 6' 6S 1' AIN 5' 55' 6 6.4 r r 5 5.5' 6' 6S r 75' Y 55' 6 6.5' r 75' 8' 4' 6 65' r TN 8' 85' r 75' 8' 8S 9' NS FOR SINGLE SPAN ATTACHED STRUCTURES SINGLE SPAN STUCTURES (FT) 14' 15 16 1r 16 1r 20' 21' 2Z r 7.5' 6 85' r 9.5' 10' 1D.5' it, 7S' 8' 85' 9' 9.5' 10' 10.5' 11' 1IN 8' ON 9' 95' 10 ION 11' 11.5' 17 8S' 9' 95' 10' ION 11' 11.5 1 9' 95' 10, 105' 11' 11.5 17 t2 99.5' 10' ION 1P 11.4 17 TABLE 2.3 Post Requirements for Attached Single Span Structures Post Description Max Hgt POST Code Detail 0.042'x3W A(Lminm Post IV B L7 0.024'k3'k3'Post with Sid fat 11' B L24 Clover 0.0309x3'k3' Akan 11' C L11 Clover 0.D40"x3'k3"Aium 11' D L11 Colonial 0.062" Extruded 17 E AE D.041'k3')B" Steel Clover 11' F L11 0.041"4"xW Steel Clover 8' G L11 3/16'k3'k3" Steel Square' T-5 H L21 3/16'1A3'7cW Steel §quare 12' 1 L21 3/19k4'5L4" Steel Square 15, J L21 3119'xSk5" Steel Square 15 K L21 S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 9. FIND THE O!C SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (L7-L29} DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L7 AND L2 ON SHEET MISCS Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEM 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE Z5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING eaAautnam0comeast.nat SLAB 9. FOLLOW 941 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 13 of 66 w JUN 02 2015 OF LA QUINTA NG & F\E/TY DEPT. tail �/ E D RUCTION OCT 02 2013 ICC ESR1398 (2012 ISC) 9/29/2013 LATTICE COVER 20 POST SPACINGS FOR PATIO AND or AREA! Span StrUCave IMU1tI5 an Un119 apmr...- ...-.,.I..... .-...._ ROUND TRIB MAX POST MAX MA11FUW LENGTH 1AAX MAX POST LENGTH MAX SNOW WIDTH POST REDID POST MIN FOOTER S I 17 I IN POST MINN FOOT6R 8' I 17 I 14 POST - LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAWMF00 SPACIN PO SIZE CONSTRAINED FOO SPACIN (PSF) ON SLAB SLAB (FT) TYPE 'd -d- 'd 'd (FT) TYPE 'd 'd 6 'd (FT) (� Cn) (n) (In) Cm) Cm) S MPH EXPOSURE B 48' Steel C (Detail LB) 16 Ga 3" xt r- Steel C Beam (Detail L18) 12 Ga 3"x8" Stee C Beam Detail L18) Double 12 Ga 3"xEr Steel C (Detail Le) lied Freestanding or TABLE 2.5 Attarhedsingte Freestanding or a,ed Slagle Freestanding or adledSh*e Freestanding or Lure Mullis an Units Span Swdlae Multispan Units pan SWmre Mulfispan Units Span sbuCaue Mulfispan Units MAXPOSTLENGTH GROUND TRIG MAX POS MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH TOTER 8' I 17 1 IT SNOW WIDTH POST O POST MIN FooTER 8' I 17 f 1S- POST MIN FOO7ER 8' I 17 'I 16 POST MPI FooTER Ir I.17 ' 15' SIZE CONSTRAINED.FOO LOAD (FT) SPACING FOR SPACING PO SIZE CONSTRAINED FOO SPACIN POST SIZE CONSTRAO&D FOO SPACING SIZE CONSTRAINEOFOO TIEF •d' 'd 'd 'd IMF) ON SLAB SLAB (FT) TYPE 'd 'd 'd -d- (FT) TYPE 'd 'd -d' 'd (FT) 'd 'd 'd 'd 5M) On) P) on) (FT) (In) 9n) (in) Cm) 9n) M) An% (n) fm) Cm) fm) M) 11 5 13'•7' A 20'-l' C 24 25 28 30'•i' E 27 27 31 35-8' E 29 10 LIVE 55 174' A 18'-11' C 24 25 28 -29'•Y E 28 28 30 >4'-10' E 30 6 11'4' A 1T-10 D 24 24 27 28'd' E 28 28 30 34'•1' F 30 - 6S 1G-5' A 161.11, D 25 25 27 27'-7' E 29 29 30 33'•5' F 31 7 A 16'•1' D 25 25 27 21-6' E 29 29 30 37-9' F 31 7.5 9'-1' A 15'-4 D 25 25 26 25!-5" E 30 30 30 37-2' F 32 8 8'S A 14'-8' D 25 25 26 24Yi' F 3D 30 30 31'-7' F 32 8.5 B'-0' A 14'-0' D 25 25 28 23W F 30 30 30 311-1' F 33. 9 T6 A 13*-G* D 25 25 26 27.10 F 30 30 30 30'-7' F 33 95 T-Y A 1T-0' D 26 26 26 27-Y F 31 31 31 37-Y F 34 10 6'•9' A 17fi' D 26 26 28 21W F 31 31 31 29'1' F 34 105 CS- A 17-1' D 26 26 26 20'•10 F 31 31 31 F 35 G-Y A 11'-7' D 26 26 26 2D'3' F 31 J1 31 28W'-1-1I' F 35 11 5'-11, A 11'-1' D 26 26 26 IV -IT F 31 3t 31 281L' F 35 11.5 57-0' A 10'-T D 26 26 26 1IY-3' F 31 31 31 28'-2' 36 12 A 9'•10' D 26 26 26 184' F 32 32 32 21-7'LF 36 13 5':Y 9-1' D 26 26 26 1T8 F 32 32 32 26'-11' 37 14 4'•10' A 16'-9' F 32 32 32 28'3- 38 15 4Yi A 8.W D 26 26 26 116 MPH EXPOSURE C a 130 MPH EXPOSURE 8 E 32 10 5 l3'•T A 20'•1' C 27 27 30 3S-I' E 31 31 33 35'-B' LIVE 55 174' A 18'-11' C 27 27 30 27-2' E 31 31 33 34-10 E 33 6 11'4' A 1T-10 D 27 27 30 2B4' E 32 32 33 34'-1' F 34 6.6 10'-5' A 19.11" D 28 26 29 2T-7- E 33 33 33 37.5' F 35 7 9-0' A 16'-1' D 28 28 29 26W E 33 33 33 37-9' F 35 75 9'-1' A 154' D 28 28 29 25-S' E 33 33 33 37-2- F 36 8 W-61 A 14'-r D. 28 28 26 24'-6' F 34 34 34 31'•7' F 36 85 81-0' A 14-0' D 28 28 28 n8' F 34 34 34 31'-1' F 37 9 ' TS' A 1T-6' 0 29 29 29 27-10 F 34 34 34 30'-7- F 38 9.5 T-Y A 13%W D 29 29 29 22'•Y F 34 34 34 30'-Y F 38 10 6'-9' A 174i D 29 29 29 21'S' F 35 35 35 2P3' F 39 10.6 6'-5' A 17-1' D 29 29 29 201•10' F 35 35 35 29'4' F 39 11 6'-Y A 11'-Y D 29 29 29 20'-3' F 35 35 35 28'-11' F 39 11.5 5'-1 f' A 11-1' 0 29 29 29 197-9' F 35 35 35 2W4* F 40 12 6'-B' A IV-7' D 29 29 29 19'3' F 35 35 35 281•Y F 40 13 5'-7 A 9'-10' ._ D . 29 . 29 29 IF-4 F 36 36 36 2T-71 F 41 14 4'-10 A 9'-1' D 29 29 '29 1TE' F 36 36 36 25-11' F 42 IS 4'F A 8'S' ' D. `29 -' 2B 29 1S'-9' F 36 36 36 26U' G 42 29 32 30 32 30 31 31 31 31 31 32 32 32 32 33 33 33 33 34 34 34 34 35 35 35 35 35 35 36 36 36 36 37 37 36 38 32 35 33 34 34 34 35 35 35 35 36 36 36 36 37 37 38 38 38 38 39 39 39 39 39 39 40 40 40 40 41 41 42 42 42 42 115 MPH EXPOSURE 9 27.1' F 25 26 29 30 30'-1' F 27 27 31 32 20 5 T-1- A 17-11- D 21 23' ' 25 27 27 20'-10 F 25 25 28 30 29'-2" F 28 28 30 32 LIVE 5.5 G-5' A 17--1' D 21 22 25 25 28 30 28'•4' F 28 28 30 32 6 51•11' A 11'•1' D 21 22 25 26 15-0' F F 25 25 25 28 29 2T-T F -29 29 30 32 6.5 57-5' A 10'-3' D 21 ` 22 24 --24 26 t8'•10 F 26 26 27 29 25-11• F 29 29 30 32 7 5'-1' A 9'-T D. 21 21 26 18'4' F 30 30 30 32 7.5 4%9' A 8'•11- D - 21 21' 24 25 1T-3' F 26 26 27 2k 2F-3' D 21 21 ` 23 25 i lira' F 25 26 27 29 2S•9' G 30 30 30 31 6 4'.5' A e'-4' 21 23 25 15•11' F 26 26 27 28 25'-Y 0 31 31 31 31 85 4'-Y A 7'-11' D 21 21 23 25 1514' F 27 27 27 28 24'.9' G 31 31 31 31 9 3'-11' A TS D 21 23 24 WIV F 27 27 27 2b 244' G 31 31 31 31 95 T-T A T•1' D 21 21 21 23 24 14'4' F 27 27 27 28 2T-1 t' G 32 32 32 32 10 T-W A ' 6'-9' 0 21 21 22 24 17-10 F 27 27 27 28 23'-6' G 32 72 32 32 105 T4' A 6'-5' D 21 22 24 1T5' F 2T 27 27 27 23'-Y G 33 33 33 33 11 J'•Y A 6'-1' 0 21 21 22 24 1T•1' F 27 27 27 27 27-8' G 33 33 33 33 11.6 14. A 5'-10' D 21 21 24 12 V F 27 27 27 27 273' G 33 33 33 33 12 7-11 A S-T D 21 21 23 F 28 28 28 ZS 211 G - J4 - St 13 7a' A S'-r D 21 21 23 23 25 25 12'-0' 11'fi' F 28 28 26 28 ZD''8' G J4 34 >< 34 ' 14 7.0 A C-10 D 21 21 21 25 10'-11' F 28 28 28 28 2(r4r G 34 34 34 34 15 74' A 4'-6' 0 2l 21 30 115 MPH 5 EXPOSURE 4'-10 B A 101$' E 19 22 25 26 194- F 24 25 28 29 21i3' F 26 27 30 31 5.5 4.4- A 91•9' E 19 21 24 26 1lr 2' F 24 2S 27 29 251S' G 27 27 29 31 6 4'T A 8'-11' E 19 21 24 25 1713' F 24 24 27 29 24Ar G 27 27 29 31 6.5 7-5' A BV' E 19 21 23 25 IV-5" F 24 24 27 29 24'-0' G 28 28 24 31 7 T-S' A T-B- E 19 20 23 25 151-8' F 25 25 27 28 23'-V G 28 28 29 31 75 T-2- A T-Y E 19 20 23 24 14'-11' F 25 25 26 28 22'-11' G 29 29 29 31 8 T4T A 6'-9' E 19 20 23 24 14'-4' F 25 25 26 28 27.5' G 29 29 29 30 8.5 2110' A 6'-4' E 19 20 22 24 1T•9' F 25 25 26 28 2Y-0' G 29 29 29 30 9 7B' A 61-0' 6 19 t9 22 24 131-cr F 25 25 26 27 21'-T G 30 30 30 30 95 7d' A 5'3' E 19 19 22 24 17-9' F 25 25 25 27 21'-Y G 3D 30 30 30 10 7-5' A 51S' E 19 19 22 24 174, F 26 26 26 27 �'-10' G 30 30 30 30 10.5 7.Y A 5'-Y E 19 20 22 24 11'-11' F 26 26 26 27 2C-6' G 31 31 31 31 11 7•2" A 4.11' E 19 20 22 24 11'-T F 26 26 26 27 20'-Y G 31 31 31 31 115 1 7.1' A 4'-0' E 19 20 22 24 l l V' F 26 26 26 26 19'-10' G 31 31 31 31 30 " 5 rn 4'-10'VK A IIT-8• NEB_.. 22 _ _ 24 27 29 19'4 F 26 27 30 32 26V' F 29 29 32 34 5.6 4'4' A 9'-5- E 22 23 26 28 18'-2- F 27 27 3p 32 2Sd' G 30 30 32 34 6 4'4' A 6'-11' E 22 23 26 28 1T3' F 27 27 29 31 24'-B' G 31 31 32 34 8.5 TS' A 8'-3' E 22 23 25 27 16'-5' F 27 27 29 31 24'-0' G 31 31 32 34 7 3'S' A T-er E 22 22 25 27 15'-0 F 28 26 29 31 2Y-S' G 32 32 32 34 7.6 T-Y A T-Y E 22 22 25 27 14'-11' F 28 28 29 31 22'-11' G 32 32 32 33 8 T-W A 6-9' E 22 22 25 26 144' F 28 28 28 3D 27.5' G 33 33 33 33 8.5 7-10' A 6'4' E 22 22 24 26 13'-V F 28 26 28 3D _27-0' G 33 33 33 33 9 7S' A V-W E 22 22 24 26 13'J' F 28 28 28 30 21'-7- G 33 33 33 33 9.5 7.0 A V4r E 22 22 24 26 17.9' F 29 29 29 30 ' 21'-2' G 34 34 34 34 10 7-5' A 53' E 22 22 24 26 174' F 29 29 29 29 2N-10' G 34 34 34 34 1D5 73' A S-Y E 22 22 24 26 1l'-11' F 29 29 29 29 20W G 35 35 35 35 11 7.Y A 4'-11' E 22 22 24 25 11'-T F 29 29 29 29 20'-2' G 35 3S 35 35 115 7-1' A 41' E 22 22 25 26 11--r I F 29 1 29 1 29 1 29 19'-10 G . 35 35 35 35 1ZD MPH OCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 12 of 66 T OFre1 tF�Q` JUN 02 2015 LATTICE COVER 2,0 POST SPACINGS FOR nL M1r %z or ROUND SNOW SNOW LOAD (PSF) TRIG WIDTH (FT) MAX POST SPACING ON SLAB (FT) POST REOT) FOR SLAB MAX POST SPACIN (FT) MIN POST TYPE FOOT. SIZE 'd' 9n) r 'u l -.- Ir ( IV I 17 CONSTRAINED Po on 'd' 'd" 'd' Cm) fm) (In) Iis MPH WOSUREC or 13D MPH EXPOSURE B 20 3 11'-1 o" A 10'-4' A Is 24 25 27 LIVE 3.5 lV-r A 7-5' A 19 23 25 26 4 r-11' A 81•8' A 19 23 24 26 45 r-11' A r-i' B 19 22 24 25 5 7' 1" A r-r B 19 22 24 25 55 r-S A r-1" B 20 22 23 25 6 5-11' A 6'$ B 20 22 23 25 65 S-5" A 04" B 20 21 23 24 7 51 1" A 61-0' B 20 21 23 24 75 4%r A SA' B 20 21 23 24 8 4'•5' A SW B 2D 21 22 24 85 4'-r A 5!-r 8 21 21 72 24 9 Y-11' A 510' a 21 21 22 24 915 T-91 A 4'-10' B 21 21 22 24 10 3'6' A 4W B 21 21 23 24 11 T-r A 4W B 21 21 _ 23 24 WIND AREA4, (Delall L72 OL DIble 0.040'k2"x6.625"(Detail L12) 0.042" single Freestarlding or Attached lFreestancringor TABLE 2.1 MAX POST MIN FOOTE PACIN SIZE (F� TYPE •d. 15'•r B 21 14'-0" B 21 13'-0' C 22 17•r O 22 11'6- 0 22 1V-10' D 21 10'4' D 23 9-10' D 23 9'-V D 23 9.1' D 24 8'-0- D 24 a'-s- 0 24 e'-1" D 24 r-101 E 24 T-r E 24 7'-11 E 25 ullispan Units Structure Mullis art Units MARPOSTLENGTH MAX MAX POST LENGTH GROUND TRIG MAX PO MAX r 1 1r 1 17 POST MIN FOOTER r 1 10' 1 17 SNOW 1MDTH POST RED POST )NSTRAINEDFOO SPACING size CONSTRAINED F00 LOAD (FT) SPACING FOR SPACIh 'd' 'd1 -d- (FT) TyP 'd' -,r 'B 'd' (PsF) ON SLAB SLA9 (FT) M1 I (m) (m) I on) Ml Cm) Cm (FT) S-atgelFreestandingor II IAtted,edSlnale IFreestandingor F SIB CONSTRAINED I'd' IS Qd POST I T LENGTH FSIZEWE I C-,r I INEDI -d- 11SPOST P ) TYPOST�7 s�¢ERIC-d- I 1-Ir I -- 115 MPH EXPOSURE B 26 25 25 24 24 24 24 23 23 24 24 27 27 26 26 26 25 25 25 25 25 24 24 29 2B 28 27 27 27 27 26 26 26 26 26 13'-7- 1Y-6' 11=81 10'-11' 1V4' 7-10" 1.4' r-11' 9-r rJ' T-11' r-0" B B B B C C D D D D D D 20 20 21 21 22 22 22 22 23 23 23 23 24 24 23 23 M 23 22 22 23 23 23 23 26 25 25 25 24 24 24 24 23 23 23 23 27 27 26 26 26 25 25 25 25 25 24 24 60 3 3.5 4 4.5 5 5.5 6 6-5 7 75 B 85 115 MPH 4'-1' T-w 31-0' T-r r5' Y-r 7.0' 1'.1C 11-T 1=r 1'fi 16' EXPOSURE A A A A A A A A A A A A C 5'-10, 51-r /'-r 44' 4'4r 3'4r T-S' 3'-r 3'-0' Y-10' 7.8 Y6' C C D D D D D D D D D D m 130 13 14 14 14 14 14 14 14 14 14 14 14 MPH EXPOSURE 19 19 19 18 18 to 18 1g 11tL20 18 19 19 21 20 20 20 19 19 19 19 B 22 22 21 21 21 20 20 2f 21 21 21 2/ 9'-2" 1-4- rA" r-1" 6'-71 B'-r 5'-1 V' 5'6" 5'J" S-0' 4'3 1'6" E E E E E E F F F F F F 16 16 16 16 17 17 17 17 17 17 17 17 21 2t 2D 20 20 20 19 19 1B20 19 19 ' 1D 23 22 22 21 21 21 21 21 20 20 ZII 24 23 23 23 22 22 22 22 22 21 21 21 V-4- T-r r-1' 6'-7' 6'-r 5'-9' S•6' V-r 4Al' <'-0' 46 f4' D E E E E E E E E F F F 15 15 16 16 i6 16 16 17 17 17 1719 17 20 20 19 19 19 1g 19 is 16202124 162021 19 21 21 21 20 20 20 20 20 20 20 23 22 22 22 21 21 21 21 21 24 24 25 r-6 D 23 23 23 24 24 24 25 r-r D 24 24 24 24 24 24 25 6' -11' D 24 24 21 24 25 25 25 6'-T D 21 24 24 24 25 - 115 MFH 3 35 4 45 5 55 6 6.5 7 75 e e,s 9 9.5 EAFUZIune 9-r r-r T-r 6`4' 5'-9" S-r 4A" 4'-5- 4'-1' T-10' 3'-r r-4" T-r 1 T-O' o A A A A A A A A A A A A A I A 17-1' 9-r r6' T-10' T4" 6'-11' 616" G-r 5.10' S'-r 5'-0' F-1' CAT I 4W B B B B B B a C C C C C C I D 16 16 17 17 17 17 17 18 Is to 18 1e to I 8 22 21 21 21 20 20 20 20 19 19 19 19 19 I 1B 23 23 22 22 22 21 21 21 21 21 2022 20 20 21 24 24 23 23 23 23 22 22 22 22 21 22 22 14-10' 13'-0- 1Y6' 11'-1V 1 V-2' 10'-7' 10'4' 9-r 9-r r-10' 8'61 r-r T-to' r-r D D O D D D E E E E E E E E t6 10 19 19 20 20 20 20 21 21 21 21 21 21 23 23 23 22 22 22 22 21 21 21 21 21 21 21 25 24 24 24 23 23 23 23 23 22 22 22 22 22 26 26 25 25 25 24 24 24 24 24 23 23 23 23 IT-3" 17-r 11'-51 10'-0' 10'.1' 9'-r 9.11 9.8' 6'-4- r-0- r-r Ts" T-r T4r 8 C D D D D D D D E E E E E 1B 1B 16 19 19 19 20 20 20 20 20 20 21 21 22 72 23 21 21 21 20 20 20 20 20 za 21 21 Z] 23 23 22 22 22 22 22 21 21 21 21 21 21 23 24 24 24 23 23 23 23 23 22 22 22 22 22 25 r'3 r 9-T'VKvA ",1C 1•~.. 9 -A'18 21 25 26 11'-10' D 20 26 27 29 13'J• B 20 24 25 27 3.5 r-r A 9-2* B 18 23 25 26 13'8' D 2t 25 27 28 /7J' C 20 24 25 26 4 r"r A 51-5" B 19 23 24 26 17-81 D 21 25 26 28 /1.6" 0 21 23 25 as 45 r4" A r-te' B 19 22 24 25 1T-10- D 22 24 26 27 1r-8' D - 21 23 24 26 5 5'-0' A T4- B 19 22 24 25 11'-r D 22 24 28 27 IV-1. D 21 23 24 26 55 5'-r A 6'-111 B 19 22 23 25 1r-r D 22 24 25 27 r-r o 22 22 24 25 6 CT A 616" a 20 22 23 24 101.1' E 23 24 25 25 r-1" D 22 22 24 25 65 •5 4'" A r-r C 20 21 23 24 9-r E 23 23 25 26 r-0' 0 22 22 23 25 7 4'-1' A V-10- C 20 21 23 24 9' -r E 23 23 25 26 r4" D 22 22 23 25 75 Y-10' A S-7' C 20 21 22 24 9-101 E 23 23 24 28 r-0' E 23 23 23 24 8 3'•r A S4" C 20 21 22 24 6'6- E 24 24 24 25 r6' E 23 23 23 24 85 T4' A &.11 C 20 21 22 23 6'-r E 24 24 24 25 7.5 E 23 23 23 24 9 T-r A 4'-1 D' C 20 21 22 24 r-10' E 24 24 24 25 T-r E 23 23 23 24 95 T.O` A 4'4" D 20 21 22 24 TT E 24 24 24 25 T-0' E 23 23 23 24 10 7.10' A 4..r1 1) 1 21 1 21 23 24 r4- I E 1 21 24 24 25 W-r I E 1 24 1 24 1 24 1 24 GENERAL (NSTRUC IIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 22 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2OF 2 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 6o 3 4'-1' A 5'-10' C 15 21 23 24 9-2" E 17 23 25 26 6'-4- D 17 22 23 25 35 376' A S-r C 15 21 22 24 6'-0' E 16 23 24 25 r-r E 17 21 23 24 4 r-0' A 4'•9" D IS 20 22 23 r-0' E 1e 22 24 25 r-1' E 16 21 23 24 4.5 Y-0' A 4-' 0 16 20 21 23 T-1' E 16 22 23 25 V-r E 16 21 22 14 5 7•r A 4'-0' D i6 20 21 23 1-7- E 19 22 23 24 r-2- E 16 21 22 23 55 Y-r A T-w D 16 18 21 22 6'-r E 19 21 23 24 S-r E 1B 20 22 23 6 21-0" A T.S. D 16 19 21 22 V-101 F 19 21 23 24 516' E 19 20 22 23 6.5 11•10" A 31-r 0 16 20 21 22 56' F 19 21 22 24 A E 19 20 21 23 7 1'•9' A 3-4- 0 16 20 21 23 5--3' F 19 21 22 24 4'-it" E 19 1 20 1 21 1 23 OVER- }TANG om TABLE 22 TRIBUTARY WIDTHS PROJECTION OF SINI r $ 1 V 11' 17 IT 14' V 4' 45' 5' 55, r 65' r 1' 4.8' 5' ss r 65' T 75' z 5' 5s r ss T Ts r r ss r as r 75 a' B.S 4' r 6.S r 75' r ON 9 6' 65' r Irs 8' 85 9 as TABLE 2-3 Post Requirements for Attached Single Span Structures Post Description Max Hgt POST Code Detail 0.D4Z1An&' AWmNum Post 10' B L1 0.024x3'k3 Post with Side tat 11' B L24 Clover 0.03D x3'k3" Almon 11' C LI Clover 0.040'k3'k3'Altlrn 11' D L11 Colonial 0.D62" Extruded 17 E AE 0A41'x3"x3" Steel Clover 11' F L11 0.041'k3 k3' Steel Clover 8' G 1-11 3116'k3"k3" Steel Square 16 H L21 3116'k3'k3' Steel Square 17 1 L21 3116"x454" Stee) Square 15 ' J L21 3116'x5"W Steelso la re 15' K L21 IT IV 1r IF 19 2W zt• a 7.5' r as s' 95' 10, 105' 11' r as 9' ON 10' 105' 11' 115' 8.5' 9 9s lop 10.5' 11' 11.5 17 9 99 10' 105' 11' 115' 17 12N 95' 10'105' 11' Its 1Y 12.5' 13 10' 105' 11' 11.5' lz 12.6- IT 13 S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.1 AND 23 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 24 Z8921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romolartd, CA 92585 10. USE THE APPROPRIATE DETAILS (1.1-1.29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L7 AND L2 ON SHEET MIsc5 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 21 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING car1putnam0comeast.nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 39 ITY OF LA QUINTA l AFE�TYDEPT, \ D uc ® V E D ' L TRUCTION C 1144 OCT 02 2013 )CC ESR1398 (2012 IBC) 9/29/2013 Page 11 of 66 v TUN 02 2015 n nI n"..rn1.,a coa" Deftnr f -1. Rnonl A AA-•4,14h ,a" D,aor JSinnlo s-1 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES n WJA".,'J".,a als" Doftor rCinnia Rnonl 0 032"x2"x6.625" Rafter Sin le $ 'an Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C S in 115 130 115 120 10 24" V-7" V-7- V-7" 8.-T' LIVE 20" 10'-4" 10'-4" 10'-4" 10'-0" 16" 12'-9" 12'-8" 12•-0" 1 T-4" 12" > 1 V-0" 14'-9" IT-11- 13'4" 20 24" 4'4" 4'-4" 4 -4" W-4- LIVE 20" 5'-2" V-2" 5'-2" 5'-2" 16" V-6" 6'-6" 6'-6- V-6" 12" 8'-7" 8'-7" V-7" V-7" 25 24" 4'-2" 4'-2" 4'-2" 4'-2" 20" 4'-11" 4'-11" 4'41" 4'-11- 16" 6'-2" V-4" V-2" 6'-2" 12" V-3" V-3" V-311 1 8'-3" 30 24" 3'-5" T-5" T-5" V-5" 20" 4'-2" 4'-2" 4'-2" 4'-2" 16" Y-2" V-2" 5'-2" 5'-2" 12" V-10" V-10" 6'-10" V-10- 40 24- 2'-7" 2'-r' 2'-7" 2'-7" 20" 3'-1" T-1" 3-_1" T-1-. 16" T-10" T-10" T-10" T-10" 12" 5'-2" 5-2" 5'-2" 5'-2" 60 24" ; 1'-9" V-9" V-9" 1'-9" 20" 2'-1" 2'-1" 2'-1" 2'-111 IV' 2 _7" 2'-T' 2'-7" 2'-7" 12" T-5" 1 3'-5" T-5" T-5" IMDLC 1.1 n mn".,M.,a aoG" D.ftor IRA,.M."M Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s In 115 130 115 120 10 24" 6 -9" 6'-9" 6'-9" LIVE 20- 7'-9" 7'-9" 7'-9" r-9" 16" 91_1« 9._1" 9._1" 91.1« 12" IVA" 11.111 11'-t" 111.1" 20 24" T-10" V-10" T-10" T-10" LIVE 20" 4'-6" 4'-6". 4'-6" 4'-6" 16" 5'-5" 5'41 5'-5" 5'-5" 12- V-9" V-9" V-9- V-9" 25 24" 3'-8" T-8" 3'-8" " 378" 20" 4'-3" 4'-3" 41-3" 4._3« 16" 5'-2" 5'-2- 5'-2" ` 5'-2" 12" 6'-6" I V-6" V-6" I. 6'-6" - 30 24- 3'-1" T-1" 3'-l" ' T-1" , 20" 3' 8" 3'-8" 3'-&' T-8" 16" 4'-5" 4'-5" 1 ' 4,:S' ..4,-5„. 12" V-8" 51_S.. 51-8" 5.-8" 40 24" 2'-5" 7-5" 2'-5" 2'-5" 20" 2'-10" Z-10" 2'-10" 2'-10" IV' 3'-6" 3'-6" T-6" T-6" 12" 4'-5" 4'-5- 4'-5". 4'-5" 60 24" V-7" 11-7" 1'-7" 1'-7" 20" V-11" 1'-11" 1'-11" 1'-11" 16" 2'-5" .2'-5" 2'-5' 2'-5" 12" 3-1" T-I" T-1" 3.1" Rafter Wind Speed and Exposure w Load Spacing Exp B Exp C s in 115 130 115 120 rUGround 10 24" 14'-8" 14'-8" 14 _2" 13'-B" VE 20" 16'-1" 1V-1" 119'-11" 15'-6" 14'-10" 16" 17'-11" 17'-11" 1T-4" 16'-6" 12" 20'-6" 20'-6" 19'-0" 20 24" 7'-5" T-5" 7'-5" T-5" LIVE 20" V-11" V-11" 8'-11" V-11" 161, 11'-1" 11'-1" I VA" 11'-11, IV' 14'-8" 14'-8" 14'-8" 1 14'-8" 25 24" 7'-l" r_1" r_1« T_1" 20" 8'-6" V-6" V-6" V-6" 16" 10'-7" 10'_7" 10'-7" 10'-7" 12" 14'-0" 14'-0" 14'-0" 14'-0" 30 24" 5'-11" V-11" V-11" V-11" 20" 7'-1" . 7'-1" T-1" r-1" IV, 8'-10" 8'-101, 8'-10" 8'-10" 40 24" 4'-5,1 " 4'-5" 4'4' 4'-5" ' 20" 5. 5.�« 51-4« 5.-4« 16" V-811 V-8" 6'-8" V-8" 12" V-10" V-10" V-10" V-10" 60 24" 3'-0" T-0" T-0" T-0" 20" T-7" T-7" T-7" T-7" 16" 4'-5" 4'-5" 4'-5" 4'-5" 12" 5'-111, 5'-11" V-11" 5'-11" IMDLC 1.4 A A-19- Doftor 1M,dfi-..1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C in 115 130 115 120 10 24" 10'-3" 10'-0" 10'-3" 10'-3" LIVE 20" 11'-T' 1V-7" 11'-7- 11'-7" 16" 13'-5" 13'-5" 13'-5" IT-S" 12" IV- 1V-0" 16'-0" 16'.0" 20 2411 6'-1" V-1" 6'-1" V-1" LIVE 20" T-0" T-0" T-0" 7'-0" I V, 8'-4" V-4- V-4" V-4- 12" 10'-3" 10'-3" 10'-3'. 1V-3" 25 24- V-10" V-10" 5'-10" 5'-10" M. V:91 8._9" V-9" 8._9« 16" V-0" V-0" V-T V-0" 12" 9'-1.1" 9'-111, 9'-11" 9'-11" 30 24" 5'-0" 5'-011 5'-0" 5'-01, 20" 5-10" 5'-10" 5'-10" V-10" 16" 7'-0" r-0" r-0" r-0" 12" 81-8" S._811 81_8« 8._8.. 40 24" T-11" 11 T-11" T-11" T-11" 20" 4'-7" 4'-7" 4'-7" 4'4" I V' 5'-7" 5'-7" 5'-7" T-r' 17' 7'-0" r-o" T-0" r-0" 60 24" 2 -9" 2'-9" 2'-9" 2'-9- 20- 3'-3" 3'-3" 3'-0" T-3- 16- T-11" T-11" T-11" T-11" 12- 5'-0" 5'-0- 5'-0- 5'.0- , M.LI:. - ICC ESR1398 (2012 IBC) 9/29/2013 IMDLC 1.1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C in 115 130 115 120 10 24" 1V-2" 1V-2" 1V-2" 1T-7" LIVE 20" 19'-10" 19'-10" 19'4" 19'-0" 16" 22'-1" 21'-8" 21'-0" 20'-5" 12" 25-3" 2T-8" 22'-11" 22'-3" 20 24" 1 V-3" 1 V-3" 11-3" 11'-3" LIVE 20" 13'-5" 13'-5" IT-5 " 13'-5" 16" 15'-10" 15'-10" 15'-10" 15'-101, 12" 18'-2" 18'-2" 11V-i 18'-2" 25 24" 10'-8" 10'-8" 10'-B" 10'-8" 20" 12'-9" 12'-9" 12'-9" 12'-9" 16" 15'-61, 15'-6" 15'-6" 15-6" 12" 17'-9" 1T-9" IT-9" 17'-9" 30 24" 8'-11" 8'-11" 8'-11" 8'-11" 20" 10'-8" 10'-8" 10'-8" 10'-8" 16" 13'-4" 13'-4" 13'-4" 13'-0" 12" 1 V-3" IV-3- 16'-3" 16'-0" 40 24" 6'-9" 6'-9" 6'-9" 6'-9" 20" 8'-1" 8'-1" 8'-1" 8'-1" 16" 10'-0" 10'-0" 10'-01, 10'-0" 12 13' 4" 13'-4" 13'-4" 13'4" 60 24" 4'-8" 4'-6" 4'-6" 4'-6" 20" T-5" 5'-5" 5'-6 5-5" 19' 8._9' 81_9" 6'_9" 61-9" 12" 8'-11" V-11" 8'-11" 8'-11,1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 36" 16•-1" 16'_1" 16•_1« 15'_11" LIVE 32" 1V-1" 1V-1" 17'_9" 16'-11" 24" 21'4' 21'-0" 20'-5" 19'-6" 16" 25'-4" 25'4" 24'-9" 23'-8" 36" V-2" V-2" 8,_2" V-2" LIVE 32" 9'-2" 9'-2" 9' -2" 9'-2" L20 24" 12'4' 12'-2" 12'-2" 12'-2" 16" 25 36" T-10" T-10" T-10" r-10" 32" 8'-9" 8'-9" V-9" 8'-9" 241, 11'-711 1 V-7" 11'-7" 1 V-7" 16" 1 T-3" 17'-3" 1 T-3" 17'-3" 30 36" V-6" 6'-0" 6'-6" V-6' 32" 7'-4" r4" 7'4" r-4" 24" 9'-9- 9'-9" 9'-9" 9'-9" 16" 14'-5" 14'-5" 14'-5" 14'-5" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 32" 5'-6" 5'-8" 5'-6" 5'-6" 24" 7'4" T-4" 7'-4« 7 -4« 16" 10'-11" 10'-11" 10'-11" 10'-11" 60 36" T-3" T-3" T-3" T-3" 32" 31-0" 31-811 T-S" 31_13" 24" 4'-11" 4'-11" 4'-11" 4'-11" 16" 7 -4" r4« 71-4" 7,4" 3"x3" RanPr 06" o/e /Mu6innnn nr Sinnlel Ground Rafter Wind Speed and Exposure Snow Load Gauge I Exp B Exp C s in 115 130 115 120 10 0.024" 12'-5" 12'-5" 12'-5" 12'-5" LIVE 0.040" 20'-2" 18'-5" 1T-10" 1T-3" 20 0.024" V-5" 8'-5" V-5- V-5" LIVE 0.040" 14'-10" 14'-10" 14'-10" 14'-10" 25 0.024" 8'-2" 8'-2" 8'-2" 8'-2" 0.040" 14'-6" 14'-6" 14'-6" 14'-V' 30 0.024" r4" 7'4" T-4" 7-4- 0.040" 13'-1" IT-1" IT-1" 13'-1" 40 0.024" V-1" 6'-1" 6'-1" V-1" 0.040" 11'_2" 11'-2" 11'_2" 11'-2" 60 0.024" 4'-B" 4'-8" 4'-8" 4'-8" 0.040" 8'-10" 8'-10, 8'-1&1 810" Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 TABLE 1.3 TABLE 1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E. 0-040'x2 x6.625" Rafter IMultisoanl 0.04ZWx8" Rafter Mullis an 3441 Ivylink Place Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (pso iln 115 130 115 120 10 24" IT-9" 13'-9" 13'-9" 13'-9" LIVE 20" 15'-511 15'-5" 15'-5" IT-5" 16" 17'-9" 17'-9" IT-9" 171_91. 12" 20'-11" 20'-11." 20'-11" 20'-11" 20 24" V-6" 8'-6" e'-6" V-V' LIVE 20" 9'-9" 9'-9" 9'-9" 9'-9" 16" 11'-4" 11'-4" 11'-4" 11'-4" 12" 13'-9" IT-9" 13'-9" 13•_9" 25 24" V-2" 8._2" 81_2« V_2" 20" W-4" 9'4« 9.-4« 9--4" 161, 11'-01, 11'-0" 11'-0" 11'-0" 12" 1 T-4" 13'-4" 13'4" 13'-4" 30 24" 7'-1" 7'-1" T-1- T-1" 20" 8'-2" 8'-2" 8'-2- V-2" 16" 9'-8" 9'-8" 9 $« 9'-8" 12 11'-10" 11'-101, 11'-10" 40 24" 5'-8« 51-81, 5.$" 51-0« 29' V-7" V-7" V-7- V-7" 16" T-10" T-10" 7'-10" 7'-10" 12" 9.-0« W-8" 9-$« 9-8 60 2411 4'-0" 4'-0" 4'-0" 4'-0" 20" 4.-0« 4,_S" 4'-0« 4.-0« 1 B" 51-811 51-8" 5'-8" 5'-8" 12" T-1" T-1" 7'-1" r-1" IMDLC 4.0 Page 6 of 66 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 1.30 115 120 10 36" 11'-8" 11'-8" 11'-8" 111-8" LIVE 32" 121-0« 12,_8.. 12'-8" 12'-8" 24" 15,-4" 15'41 15'-4" 15'-4" 16" 19'-8" 19'-81, 19'-8" 19'-8" 20 36" 6'-10" 6'-10" V-10" 6'-10" LIVE 32" 7'_6" 7'-6" r-6" 7'-6" 24" 91-5" 9-5" 9'-5" 9'-5« 16" 12'-8" 12'-6" 12'-8" 12'-8" 25 36" 6'-7- . V-7" V-7" V-7" 32" r-3" 7'-3" T-0" r-3" 24" 9'-1" 9'A" 9'-1" 9'-1" 16" 12'-2" 12'-211 12'-2" 12'-2" 30. 36" 5'-8" V-8" 5'-8" 5'-8" 32" V-3" V-3" V-3« S._3" 24" r-11" 7'-11". T-11" T-11" 16" 10'-9" 10'-91, 10'-9" 10'-9" 40 36" 4'-0" 4'-5" 4'-5" 4'-5" 32" 4'-10" 4'-10" CAW 4'-10" 24" W-3" V-3" 6'-3" 6'-3" 16" V-8" V-8" W-V' 81-0" 60 36" T-0" 3'-0" 3:_0 3'-0" 32- T-5" 3'-5" 3'-5" 3'-5" 24" 4'-5" 4'-5- 4'-5" 4'-5" 16" V-3" W-3" 6'-3" 8'-3" IMDLC I.a Lynchburg, VA 24503 earl putnam0comeastnet s ioFESI Q -P1 U >4. OCT 02 2013 1.5 C 68 15 3'X8' ALUM HEADER • RAFTER / / I :l is 7ti7 ' 111 1 ,.% I(CLEAR SPAN)DOUBLE ALUM HEADER OR MORE SPMS IAMCE STRUCTURE DOUBLE STEEL C BEAM , ��l, / ,,'ice/ �`j♦i♦��( LATTICE1 ''i�KAXrMum • O �, `j I RAFTER 1 1" ,.jai \ OVERHANG II .• /; :5.'% '.�'``jI ELM :-�/./ �%/ice �II I I •1 n /'=��:\ `Ii�� • 1 1 1 it • ! 11WA9011 I yl an INWIKO.yl C INN � I ❑'HANG— PROVIDE I DRAIN MULTISPAN UNITS REFER TO GENERAL NOTE 22. SEE SCHEDULE FOR FOOTING SIZE �d SinE SPM 0108 WtEVM SIR MFiE TW TW TW VERHANG MIN &5' CONCRETE SLAB REWD W/ CONSTRAINED FOOTINGS FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR1398 (2012 IBC) 9/29/2013 TRIBUTARY WIDTH (TW) DIAGRAM TW MIN 3.5- CONCRETE SLAB\ REO'D W/ CONSTRAINED FOOTINGS SING F SPAN FREESTANDING IATnCE STRUCTURE ik OCT 02 2013 ENGINEERS STAMP OF CLEAR SPAN '�TY DE�. VVE® UCTION Amerimax2l!1.21 US Hwy74 EXTERIOR HOME PR000CTS Romoland,CA 92585 — "'• CMP NONE aR,?� rRAWING nNnrt RADT(ON�UCTURAL Page 5 of 66 SCO2-2012 1 2 OF 2 L1 HEADER (3004-H34 ALUM. ALLOY) FOUR #8 SEE TABLE BELOW FOR 2 1 4' 1N 7 SCHEDULE WAIC10 USED WAY X 6 1/2' RA M LATTICE TUBES O 151x1.5' e3' o/c 2'x2' e4o/c 3'x3' 116' o/c DETAIL L4 At8' IM 2'X3' e5' o% r LATTICE 3105 H24 ALUM ALLOY " ----'% JUN 02 2015 ro 681 9 6I30 17 SEE TABLE 7.6 FOR REQUIRED FASTENERS TWO #8 SMS EACH SIDE THREE #8 SMS EACH SIDE FOR 3XB RAFTERS IN 25 PSF GROUND SNOW LOADS OR 140 MPH WIND AREAS 1/2' FOR 2 X RAFTERS (8063-15 N.W. &M, 't-= 3/,4' FOR 3 X RAFTERS ,..� Q RAFTER HANGER r7 #8 SCREWS .0w H V SCREWS LON ERT TTICE HEIGHT © RAFTER & SIDEPLATES t4 Po5T/RAFTER/LAmCE TUBE 6 LATTICE TO (3004-H34 ALUM. ALLOY) (3004-H34 ALUM. ALLOY) RAFTER CONN. LArncE RAFTER TO HEADER CONTINUOUS 2WOR2x8' R%LUM. RAFTER T CONNECTION DOUGLAS FIR LEDGER OR BRACKETS PROVIDE SIMPSON STRONG 16063T6 TIE MSTA36 (ICC ESR 2105) AT ALUM ALLOY SPLICE LOCATION 3.0 t=0.060' COVER W1 0.019"ALUMINUM 0.72 _06t 0,72 • ti 1/4' LAG SCREW OR . --� 0.93 �-- BRACKET USED W/ 3'x8' #14 SCREW W/ 2.5' EMBED INTO WOOD 0J2 ' TERS Allowable Trib Width Wind No. of #8 Screw s Speed t(m) Header 2 3 4 5 0.040 Double 2x6 11' 15 0.042 0.042 x3'xV' 6' 9' 12' IF 0.042 Double 3x8 12' 15' E140rrph 0.040 Double 2x6 9' 13' 1S 0.042 0.04Yx3'xB" 5' T 9' 12' 0.042 Double 3x8 9' 1W Is #14 Screws 170 mph 0.040 Double 2x6 8' 12, 15. Ekp C 0.042 0.D42"x3"x8" 4' 6' 8' 11' 0.042 Double 3x8 8' 13' 15' 140 nph 16G rrin 8' Stee1 - 1b' Exp C 16G rrin Double Steel C 15' 170 mph 16G nin 8' Steel C II, 15' B(P 0 100 Mr+ Double Staol C I 14' AND 3 x3' RAF STUD SEE TABLE 2- 7.5 COLUMN ANC4 SIDE DOUBLE FOR QUANTITY I 028 0.93 L56 3 DD HEADERS USE —j ONE BRACKET RAFTER 0,37 PER HEADER HANGER D,72 2-_�1S4�X 1 DETAIL L7) 0.17 Li0 TERNATE RAFTER TO WALL CONN. —A t = 0.030' ALUMLUM- 3' x 3' WTAL POST DETAILI�S SEE GENERAL NOTE #19 AND LATTICE NOTE #3 L13 EftarT 9I4 Srts TTWL3, UNITS MUST COMPY WITH TABLES L1 AND L2 ON SHEET D 3/e'xY Ex81'OIENT /FpD5%NS MAX WIND SPEED IS 115 mph D1kQM FIR EXPOSURE C J= 01t ttl'AM ATTACHED STRUCTURE POST TO DECK FLOOR JOIST ICC ESR1398 (2012 IBC) 9/29/2013 STUD 2.5' S, 1" MIN • I ter• SEE SEE GENERAL NOTE #23 = 0.040' ALUM = 0A41' STEEL SIX 1/4' LAG SCREWS CR #14 SCREWS W/ 15' OF L11 3" ALTERNATE POST PENETRATION INTO WALL STUD W/ MIN SG = 05 (3105 R25 ALUM. ALLOY OR A-653 Fy=40 KSi STEEL) 1■ X OR ALUM RAFTER BRACKET DETAIL L7 �— 3' X 8' ALUM HEADER POST ALTERNATIVE FOR -`Ur L15 SLAB ATTACHMENT ONLY #14 SHEET METAL SCREW . MAXIMUM WIND CONDITION IS 170 MPH EXPOSURE. C Page 18 of 66 POST ' L- lSr FOR 2' X 6 I/z- RArttn L 292' FOR Y X 8' RAPIERS X � m� 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY DOUBLE OR SINGLE 3'XB' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT Req'd Seam # of Type 114- bolts All C Beams "On Slab• 1 4 18G Steel 3x8 j 4 12G Steel 3x8 8 Double 12G Steel 30 8 'A' 0 0 .Br DOUBLE HEADER o 0A401X2'X6A25' OR 0.042'X3'X8' 0,041'x3'x3' STEEL POST POUR Y11 6115,•- L12 EACH SIDE NOTEr SEE SHEET MISC5n 13R MISCSb FOR MOMENT CONNECTION SPECS ILIT Amenmax28921 US Hwy 74 EXTERIOR HOME P R- D U C:T 5 Romofand, CA 9258 CA1-1F BEJ/CP OCT 02 2013 NTs meonent arts & onnec on a s For Patio & Commercial Lattice Structure: Engineers Stamp FLW LT01-2012 r 1 of.-4.- ALUM RAFTERS ea,m- - ownrn aMn r11Mu COr1A1 rAUPRC Hir3H 09nJn AREAS TABLE 3.5 16 Ga Wx8" Steel C Beam (Detail L18) 12 Ga 3'k8" Steel C Beam (Detail LIS) Double 12 Ga 3W Steel C Detail L8) d single Freestanding or d se1�e Freestanding or ached shot Freestanding or span structure Mullispan Units span structure Multispan Units s SWdvre Mullis an Units GROUND 1R1a MAX POST MAXI(w MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW NOTH POST POST MIN I ST F LOAD (FT) SPACING FOR SPACING CONSTRAIINED O SPACING POST 5t2E CONSTRAINED FOO SPACING POST SPE CONSTRAIINED FOO (PSF) ON SLAB SLAB (FT) -r -r -r In TYPE 'r V, "r 'r in 7YPE 'r 'r W 'r (FT) (in) (n) M) M) (in) Cmon) fin) (in) (m) Cm) 10 •^5Y••' 13-r •�_A •2D-11r•.. C -32 32 -34 26-5' D 35 35 36 333' E 38 38 38 LIVE sS 174' A 18'-11" C 33 33 33 25-r E 36 36 36 371' E 39 39 39 6 114' A 17,-10 D 33 33 33 24.10 E 37 37 37 -0 31'' E 40 40 40 65 10'S" A 16'-11, D 33 33 33 24'-T E 37 37 37 30'•6' F 40 40 40 7 9'4r A 16-11 0 33 33 33 23'-7' E 38 38 38 W-9' F 41 41 41 7.5 9'-1' A 15'4" 0 34 34 34 2T-1' E 39 39 39 29'-1' F 42 42 42 6 8'-6' A W-8' D 34 34 34 274T E 39 39 39 26'-5' F 42 42 42 8.5 W-0' A 14'-0' D 34 34 34 21'-9' E 39 39 39 27'-11' F 43 43 43 9 7*4T A 131-61 D 34 34 34 21'-2' E 40 40 40 2T4' F 43 43 43 95 T-2' A. Iw4r D 34 34 34 2V-7- F 40 40 40 2E-10' F 44 M 44 III 6'-9' A 1746' D 35 35 35 20'-0- F 41 41 41 26.5' F 44 44 44 10-5 6'-5" A 17--1' D 35 35 35 19'-6" F 41 41 41 2T-O' F 45 45 45 11 6'-2' A 11 7' D 35 35 35 16-i' F 41 41 41 26'-7- F 45 45 45 115 5111' A 11=1' D 35 35 35 18.7' F 41 41 41 2T-2' F 46 46 46 12 51-r A 10,r D 35 35 35 16-2' F 42 42 42 24'-10' F 46 46 46 13 V-r A 6-10' D 35 35 35 1TG" F 42 42 42 24,2' F 47 47 41 t0 5 IT-7' A 18'-10 B 33 33 34 27'-B' D 37 37 37 31•-11' E 39 39 39 LIVE 55 174' A 1T-1D' C 33 33 34 25'r. E 38 38 38 31r-11' E 40 40 40 6 114• A 16•41' C 34 34 34 2670 E 39 39 39 3N4T E 41 41 41 6.5 10'S1 A 16'-2' D 34 34 34 25'4' E 40 40 40 W-2' E 42 42 42 7 9•-0 A 15'-51 D 34 34 34 24=9" E 40 40 40 21r-6' F 42 42 42 75 W-V A 14'-10" D 35 35 35 24'-2' E 41 41 41 2T-I V F 43 43 43 B 6' 0' A 14'3' O 35 35 35 Vr-V E 42 42 42 2T3' F 44 44 44 85 54Y A 13'-9' 0 35 35 35 23'-2' F 42 42 42 25-0' F 44 44 44 9 TS A 1V31 0 36 36 36 27-9' F 43 43 43 25.2' F 45 45 45 9.5 7'-2' A 17.10 D 36 36 36 27.7 F 43 43 43 25'-9' F 45 45 45 10 6'-7 A 17-5" D 36 36 36 21'fi' F 43 43 43 25'-4' F 46 48 46 10.5 V.S. A 17-1" D 36 36 36 2'-10' F 44 44 44 24'-1 I" F 46 46 46 11 6-2' A 1i'-7' D 36 38 36 2W3- F 44 44 44 24'-6' F 47 47 47 11.5 5.11- A 11'-1' I D 36 36 36 17A' F 144 44 44 24-2' 1 F 1 47 1 47 47 10 5 13'7' A 1T-0' B 33 33 35 243' D 37 37 37 W.7' E 40 40 4D LIVE SS 124' A 16'-T B 34 34 34 ZT-6' D 38 38 36 29'-0' E 41 41 41 6 11'-4' A isAr C 34 34 34 27.10 D 39 39 39 28'-10 E 42 42 42 65 10'S' A 151.0' C 35 35 - 35 21'-11" E 39 39 39 2S'-1' E 43 43 43 7 9'-8'. A 144' C 35 35 35 21'-1' E 40 40 40 2T4" E 43 43 43 75 7.1. A IT-9' C 35 35 35 20'4' E 40 40 4D W-9" F 44 44 44 8 61- A 13'-21 D 36 36 36 19'-w E 41 41 41 26'-2' F 45 45 45 8.5 8'-0' A 17.91 0 36 36 36 IV-1' E 41 41 41 25'-0' F 45 45 45 9 T-8' A 17.1' D 36 36 3G 18'4P E 41 41 41 25'-2' F 46 46 46 IS T-2" A 11'-10 0 36 36 36 1814P E 42 42 42 24'-9' F 46 46 46 10 &-a. A W-61 D 37 37 37 ITS' E 42 42 42 243' F 47 47 47 10.E CS' A 11-11 D 37 37 37 1T-1' E 43, 43 431 23'-11' F 49 48 48 11 6'-2' A 10'-9" D 37 37 37 161-V E 43 43 . 43 - =1. F 48 48 48 11.5 5-11' A 101ii1 D 37 37 37 1", E 43 43 43 23'-2' F 49 49 49 12 V-r A 1P-Y D 37 37 37 W-11" E 43 43 43 27-IO F 49 49 49 1aG111CI41L IIYJ IRYV IIVnJ fUR 1 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 2OPSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING: 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 16 Ga-Wxr Steel C Beam (Detail L1B) 12 Ga 3"W' Steel C Beam (Detail 18) Double 12 Ga 37c8" Steel C (Detail 1-8) TABLE 3-5 AttddSir,& I Freestanding or AftaChedSingle Freestanding or AZ3cdhedSingle Freestanding or Span Strucbxe IMullispan Units span structure IMultispan Units Span Structure Mullis an Units TRIG MAX P057 MAX POST LENGTH t4NlEE'df MAX MAX POST LENGTH 81AX MAX POST LENGTH TOOTER POST POST LSNOW (FT) SPACIN FOR SPAC PCONSTRAINED SPACI OST SIZE OSr SIZE CONSTRAIINEDFOO CONSTRAINED FOOT DNS SLAB (FT) T"r''If(FT) TYPEMIN 'rOOT 'r 'r "r tFT) TYPE 'r "r 'd' 'r I lFT) Cm) Gn) M) M) (in) M) Cm) Gnl Cm) Gn) 30 1L S ,n 4=10* A 1D'-0' E •••,22_ 24 26 28 19,4" F 27 27 3D 32 28.3- F 30 30 32 34 55 44' A 9'-0 E 22 23 26 25 1V-2' F 28 28 29 31 2S-S G 31 31 32 34 6 41-M A 8'-11" E 22 23 26 27 1713" F 28 28 29 31 24-0" G 31 31 31 33 6.5 3'-0" A 8'-r E 22 22 25 27 15S' F 28 28 29 31 24.0 G 32 32 32 33 7 T-V A Tor E 22 22 25 27 15-0' F 28 26 29 30 2T 5" G 33 33 33 33 75 3'-2' A T-r E 22 22 25 27 14'-11' F 29 29 29 30 27-11' G 33 33 33 33 8 3'4P A 6'-V E 22 22 24 26 14'4' F 29 29 29 30 27.5' G 34 34 34 34 8.5 7-10 A 61' E 22 22 24 26 IT-9' ' F 29 29 29 30 27-0' G 34 34 34 34 9 2.r A W-V E 22 22 24 26 IT-3' F 29 29 29 30 2Wr G 34 34 34 34 9.5 IS A 54P I E 22 22 24 26 17-9' F 29 I11'-11' 29 29 29 21'-Y G 33 35 35 35 1D 7S A 5•u" E 22 22 24 26 174' F 30 30 30 30 20'-10 G 35 35 35 35 105 73' A 5-7 E 72 22 23 27 F 30 3D 30 30 20-fi' I G 1 36 1 36 36 36 30 5 r, 4'-10 A /0'-8' w •E .._ . Z5 25A 29 31 19'4" F 30 30 32 34 26'-3r F 34 34 34 37 5.5 4W A 6=9' E 25 25 28 30 .1W-- F 31 31 32 34 2SS' G 34 34 34 36 6 4'4Y A F-11' E 25 25 28 30 1T-r F 31 31 31 34 24'-8" G 35 35 35 36 65 T-r A 8'3- E 25 25 27 29 IV-5' F 31 31 31 33 24'4M G 36 36 36 36 7 3'-S' A T-0' E 25 25 27 29 15'-0 F 32 32 32 33 2Y-r G 36 36 36 36 75 T-2' A T-2' E 25 25 27 29 14AI" F 32 32 32 33 27-1t' G 37 37 37 37 8 3'4T A V-r E 25 25 26 28 14'4" F 32 32 32 32 27S" G 37 37 37 37 85 7-10 A 6'4" E 25 25 26 28 13'S F 32 32 32 32 2r4r G 38 38 36 38 9 X-r A V-r E 25 25 26 28 IT-3- F 33 33 33 33 21.7' G 38 38 38 3B OVER- HANG TABLE32 TRIBUTARYYADTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES I771 8' 9• 10' 11' 17 IS' 14' 15' 1& 1T 18' 19' 20' 21' 27 0' 4' 4S 4 5.5 6 6.S T 75' a' B.S 9 9.6 10' 105' 11' 1' 4S 5' 5S 6' 6S T 7S 8' as 9' 9.61 10' 10.5' 11' 11.5' 7 5' 5S 6• as T 7S B' B.5' 9' 9.5 111, 50.5' 11' 11.5' 17 T 55 S' 6.5 T 7S 8' as 9' 9.5' 10 1D5' 11' 11S 17 12.5' 4' 8' 6S T >5' 8' 85' 9' 9S 10' IDS, 11* 115' 17 125' 1T 5' 6.5' T 75' 8• 5.5' 9' 9.5' 10, 10.6 11' 11.5' 17 /2.5' 13, 13S TABLE 3.3 Post Requirements for Attached Single S an Structures Post Description MaxRE H t POST Detail 0.D42"lZ%8"Aluminum Post 10' L1 0.024"x3"x3'Postwith Side lat 11' L24 Clover 0.030ScY`xW Alum 11' L11 Clover 0.040'KZ'or "Alum 11' L11 Colonial0.062" Extruded 17 AE 0.041'kKYSK "Steel Clover 11' L11 D.0411x3'k3" Steel Clover B G L11 3/16")3"x3' Steel Square 15 . H L21 3/16'k3'X3'steels are 12' I L21 3116'k4"x4"Steel Square 1S J L21 3N6'k5"x5" Steel S uare 15' I K L21 TABLE 3A Post Requirements for Freestanding SUUCtUMS or Multispan Attached Stru Post Description Maximum Max P S7 Foolipa Heigh code De 0.D41'1X3'k3" Steel Clover d- 0' 9 1 0.041'h3W Steel Clover 21' 8' fB PtIllif 3116'k3"x3" Steel Squaretd=46 12' C 1 3fl6"x31rZ' Steel a 8' F L21 3119S6"x3" Steel S ware 15' F L2 3/16'x3"ff Steel re 12' E 3/16"x4"x4l" Steel re 15 G 1 3116k5k5"Steel are 15' I L21 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT 1S NOT SUFFICIENT Amerimax Exterior Home FREESTANDING AND'MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romotand, CA 92585 10. USE THE APPROPRIATE DETAILS (1-14.29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 "nk Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comeasLnet SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MtSC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES PU :)F LA QUINTA JG & SAFETY DEPT. 'PROVED CONSTRUCTION OCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 17 of 66 JUN 02 2015