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BPAT2015-0061
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 insuram:e 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 cityto nt upon the above- mentioned property for inspection purposes. Date-, Signature (Applicant Dr Agent): x .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: 43100 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 754 SOUTH WILLIAMS ROAD 754 SOUTH 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 insuram:e 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 cityto nt upon the above- mentioned property for inspection purposes. Date-, Signature (Applicant Dr Agent): FINANCIAL .• 1. DESCRIPT s 5' ^`10 s4. x ,ACCUN QYd AMOUNT 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,<«Ttyt�" ,%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 . ��t'., E_S:C,R,IPTION.. ACCONT� 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 SMI: $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 Approved: 9/4/2015 SKH Parcel No: 609051010 Site Address: 43100 PALM ROYALE DRLA QUINTA,CA 92253 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. idJndhx x< <St,v 43er r �. -, � ,,"� 1 e i�NNi'C.5 A11i Ni'V', '9} ��..��. �^� x ,. 6,.,, ,n FINANCIAL INFORMATION wn* N:.,, Printed: Friday, September 04, 2015 8:42:53 AM 1 of 2 - r - CNFWIYSrrms. INSPECTIONS .......... . ....................... ..... ........ . . .......... .. . ... . P ....... ...... .... .. . . ..... ... ARENT PROJECTS.,--... . .. ..... . ......... - . BOND"INFORMATION .. . . ... ...... ............. ........ . .. .. ...... .. ....... ..... .... ........ .. . . .. . . . . ... ... . . . . . . . ... . .. .... ESCRIPTION OUNT�. 0 1 D.. AID bATEz RECEIPT..#:, CHECK # 4j,§ BSAS SB1473 FEE 101-0000-20306 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PATIO COVER, STD, 101-000.0-4240 4 0 $194.j4 $0.00 OPEN . PATIO COVER, STD, 10i-0000-42600 0 $191.44 $0.00 OPEN PC Total Paid for PATIO COVER / COVERED PORCH LATTICE $385.78 $0.00 SMI - RESIDENTIZ� --- 7F—P 101-0000-20308 1 $2.34 $0.00 Total'Paid forSTRONG MOTION INSTRUMENTATION SMI: $2.34 $0.00 III I mill milm� INSPECTIONS .......... . ....................... ..... ........ . . .......... .. . ... . P ....... ...... .... .. . . ..... ... ARENT PROJECTS.,--... . .. ..... . ......... - . BOND"INFORMATION .. . . ... ...... ............. ........ . .. .. ...... .. ....... ..... .... ........ .. . . .. . . . . ... ... . . . . . . . ... . .. .... Printed: Friday, September 04, 2015 8:42:53 AM 2 of 2 YSTrMS cW`?W-1 , Bin # Permit # UAV IU l Project Address: 3 City of LCI Quinto. Building 8F Safety Division P.O. Box 1504, 78-4.95 Calle Tampico . La Quinta, CA 92253 - (760) 777-7012. Building Permit Application and Tracking Sheet L Owner's Name: A. P. Number: Address:—" Legal Description: City, ST, Zip: i, P o h nc: Contractor:Tdc Address:. — Project Description: City, ST, Zip: Telephone. <.;;>::.: ;;.;.: >; ;:;:.,:#>::; State Lie. 4: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: # Submittal Rcq'd APPLICANT: DO NOT WRITE BELOW THIS LINE Rcc'd TRACKING PERMIT PEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit .Truss Cala. 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 C ;, r t t 'l t7 �' �-i r •v ` -! t"th " i r r � _�. Z3 ;SEA �. ,btN) ��� 04 1-w dam,` ti! f _ 1 , _ s e -C r- t�; 3t i J _ 1 t e + tPlot r 1 i r a f' C ;, r t t 'l t7 �' �-i r •v ` -! t"th " i r r � _�. Z3 ;SEA �. ,btN) ��� 04 1-w dam,` ti! f _ } , i 3rd:: 16' i 3:_4„ E ALIGN 4" MAX. TYR t 23 „ r 4 ff} I I ji is } ! ? �• •, ,j ; I S ;; ?} it .: } i EI , I - ' ( i (• !i e ii 1! fi II i? } I ? 'i i � ?# ii li iE ii �` i Ii { �€ ! ii i ( i i �! � !i t€ t• A. �; �` 'i ' • i• �i i� 'i is } i i �• E i I ! `. €. a 1 ?: 4 :j !� ?' f' il• � is i. i �; � is , !I ,?; � it •,' y i - : i i is }! ` ! !; ; � (! i; •• ii is • I ? '% ; ?� ; ! iI E �; ! +. ._ - .._ ------ - ? t { ^XGII&FTER HUNG 3r-4” 1 RFTWFFN SUPPORT REAMS i)(9PERLIN ABOVE SUPPORT BEAMS. t TYR ? WITH EQ. EQ. ,)4r n,, p u E n w C7 m -n C O r o T -020 ) 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. fi POST SIZE PE STRUCTURAL. R11' TYP. - -- - ----- _ LOWER STONE VENEER POST `�TOIV(ATCH MAiNTRELLIS POST. -'"`""-. TYP. 2X8 SLAT BASE POINT TYP PLAN SLATS ELEVATION 1 - REAR METAL GUSSET. SLATS N/ FURRED -OUT R. R STRUCTURAL. ELEVATION 2 - SIDE/FACADE TE CURVED TRELLIS _ WOOD LUMBERS TO BE ALUMAWOOD SCALE: 1/4 -1-0 t CITY ®F QUIIV BUILDING & SAF T/q APPFi SAFETY FOR CONST UCTI DATE g" OIY Bay . 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 f CITY OF LA QU J BUILDING & SAF INTA �' DEPT; O CON R VED S�RUCTION DATE jl�/� B 1 OCT 02 2013 September 29, 2013 4 c; LTC 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 �pr u l , NP04-2012 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS !/ CD02-2012 �* 6130/2014 CD03-2012 - CD04-2012 cs'p� IVIL 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 Misr -3-2012 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 f CITY OF LA QU J BUILDING & SAF INTA �' DEPT; O CON R VED S�RUCTION DATE jl�/� B 1 OCT 02 2013 September 29, 2013 4 c; 0.024' 0.024' r 3- i 6 5/8' 3' 3' SQUARE COLUMN C3004-1-134 ALUM. ALLOY) L242''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 Alun. Brackel #8 SMS'I , 3' x e• Header #2 3' x B• Heoder #1 I . •I; , ' (0.042) (0.0427 2'. x '6' Side Plate FDUR #14 EACH SIDE SMS 2" MIN#14 SMS EACH HEADER I I 3' z 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 STAIN 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 8. BRACKET IS L094' WIDE SNS 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 ,, JUN o201 ,• 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 0.024' Wind Speed (psi) and Exposure 6 5/8' 10 SEE 23'-9" 15-10" 140 mph Exp B DETAIL 115 mph Exp C 2T-9" 1s -1o" L26 130 mph Exp C Is -10" .17-T' 140 mph Exp C Is -4" 10'-10" 20 140 mph Exp C 0.024' 0.024' r 3- i 6 5/8' 3' 3' SQUARE COLUMN C3004-1-134 ALUM. ALLOY) L242''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 Alun. Brackel #8 SMS'I , 3' x e• Header #2 3' x B• Heoder #1 I . •I; , ' (0.042) (0.0427 2'. x '6' Side Plate FDUR #14 EACH SIDE SMS 2" MIN#14 SMS EACH HEADER I I 3' z 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 STAIN 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 8. BRACKET IS L094' WIDE SNS 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 ,, JUN o201 ,• 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"ole 10 130 mph Exp B 23'-9" 15-10" 140 mph Exp B 227-r' 16-1" 115 mph Exp C 2T-9" 1s -1o" 130 mph Exp C Is -10" .17-T' 140 mph Exp C Is -4" 10'-10" 20 140 mph Exp C I Ira" s' 3" � wtMr NOT ALLOWED IN SNOW. LOAD AREAS L ax SEE GENERAL NOTE #9 FOR CORROSION PROTECTION fATTAPER7.5 1' MIN GAP' BETWEEN EXISTING EAVE LEDGER AND ROOF FOR WOOD FRAMING DRAINAGE ALUM ALL HOUSE PENETRATIONS141(1:5' SCREWS 6 RAFTER0� MUST BE COMPLETELY AND PLACES PERMANENTLY SEALED ��� 0:125"x1.5"x1.5' STEEL (Fy.33 KSI) -L- BRACKET: 2" SPACING �$ BETWEEN SCREWS IDE MO N B ET OL27 ALTERNATIVE SPLICE FOR ATTACHED UNITS a EAVE ATTACHMENT /4. MAXIMUM F❑❑TING SIZE IS d=26 EAVE OVERHANG AND -ICC ESR1398 (2012 IBC) 9129/2013 STEEL POST 3/8' x 9' STEEL ` REBAR EMBEDDED AT 139 \/ J SEE SHEET M8 R SLAB FOR CONSTRAINED 'B' DEPTH 4 D D D d <33' B= 9' 4 t B d<38- B=12' d<46' B=18' �.Q 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 L29 �CONCRETE FOOIIMG _ d-----�� FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL ± Amerimax2892, US Hwy 74 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 r3 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' SQ 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 8'. 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 FIR -LARCH 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 DETAILp_ ►14 0 0 COME EACH SDE 3'X8'HFM 0 0 22—X 6 1/2' DEPT S 'X 3' SYN POST Seal o th permanently 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" 12" 18" 24" 30" 10 psi 2x4 25'-0' 20'-9' 12'-0' T-1° 3'-8" Lattice= 135 Exp C 2x6 25'-0' 25'-0' 251-0' 23'-10' 1T-1' 2x8 25'-0' 25-0' 26-0' 25-0' 2540' ID psf 2x4 250 19'-3' 11-6' T-1• 3'-8' Lattice=140 Exp C 2x6 25-0' 25-0' 25-0' 2Z -W 15-7' 2x8 254' 25'4' 26-V 25-0' 254' 20 psf 2x4 19'-0 1(7-3- 5'-10' 311' 11-V Lattice=170 Exp C 2x6 19'4y 19'-0 1T-1" 11'-9' 8'-4' 2x8 19-V IV -U 191-0' 19'-0' 16'-8' 25 psf 2x4 19-0' 1113' 6W T-8* 1'-9' Lattice=170 Exp C 2x6 181-0' 18'-0' 18'4y 17-10' 9'-1' 2x8 181-0' 164' 18'4' 181-0' le -a 30 psf 2x4 1T-0' 9-2' 6-1' 74" 0-0" Lattice=170 Exp C 2x6 ir-a 17"-0' 153' 104' T-1' 2x8 I 17"-0' 17"4' 174' 1T -V 14'-6' 40 psf 2x4 14'0 S -T Y-4- 0-a" 0-0' Lattice=170 Exp C 2x6 14'-0' 14'-0' 11'-0' T-2' 4'-T 2x8 14'-0' 14'0 14'4' 14'4' la -3- 60 psf 2x4 9'-0' 4'-0' 0'-0' 0-0' 0'-0' Lattice=170 Exp C 2x6 91-0' 9-0' 6'4r 4'-0' 2'-1' 2x8 9'-0' 94' 91-0' 81.8' 5-10' BE P � 10NAL h PU C 681:19 * EXP. 6130 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 = 0.5 L22 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 Hwy 74 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 Ar rnmmerrinl I ntfira Simn4..rnc LT02-2012 2of4 LATTICE COVER 3.0 POST SPACINGS HIGH Of A08dled 31n9Ie reastandmg Of I I IAnaehed S14e TABLE 3.11 AOadted Single Freestanding Of dn:d Side Freest2nc ing w Atted ed skde Freestan ng or span svucWre Multi Units Pan s0delure Multis n Units seen Swc08e IMultispan Units ROUNDWPOST MAX MAIC POST LENGTH MAX MAX POST LENGTH MAIC MAX POST LENGTH SNOW POST MIN T r I 101 I 17 POST MW r I 101 1 17 POST MW OOTE8' I 101 1 17 LOADSPACIN POST SIZE CONSTRAINED FOOTER SPAC[N POST 61ZE CONSTRAINED FOO SPACIN POST SIZE CONST)WNED FOOTEF IPSP) (FT) TYPE 1d' 'd" 'd' 'd' (FT) TYPE 'd' "d" 'd' 'd• (FT) TYPE 'd' 'd" 'd' •d' M) M) (in) fm M) Ont On) On) Cm) M1 ON (in) TRIG MAX POST MAX aPen auwwiv 8 '.•'•"-•w••_.-__ MAX POST LENGTH MAX 29 21'•1• MAX POST LENGTH MAX 27 29 1'MX POSTLENGTH r I 10 17 ROUND A 23 25 POST MIN FOOTER r ' t9, ( 12 POST MIN FOOTER r I t9, ( f7 POST MIN FOOTER 28 SNOW DTH POSE REOD % 10 1TS CONSTRAINED FOO SPACIN POST SIZE CONSTR/VNID FOO SPACING POST SIZE CONSTRAINED FOO LOAD (FT) SPAC04G FOR SPACIN POST SR8 •d' 24 TYPE 'd' 1d -d- 'd' (FT) TYPE 'd 'd' 'd •d' (PSF) 28 ON SLAB SLAB (FT) TYPE 1d' •d" I 'd' (FT) 24 % fm) 18'J' B M On) On) fm 28 29 9,m B 24 24 On) On) On] On) ^' 4.5 Ml M M) 11'-10" A 22 24 TABLE 3.11 AOadted Single Freestanding Of dn:d Side Freest2nc ing w Atted ed skde Freestan ng or span svucWre Multi Units Pan s0delure Multis n Units seen Swc08e IMultispan Units ROUNDWPOST MAX MAIC POST LENGTH MAX MAX POST LENGTH MAIC MAX POST LENGTH SNOW POST MIN T r I 101 I 17 POST MW r I 101 1 17 POST MW OOTE8' I 101 1 17 LOADSPACIN POST SIZE CONSTRAINED FOOTER SPAC[N POST 61ZE CONSTRAINED FOO SPACIN POST SIZE CONST)WNED FOOTEF IPSP) (FT) TYPE 1d' 'd" 'd' 'd' (FT) TYPE 'd' "d" 'd' 'd• (FT) TYPE 'd' 'd" 'd' •d' M) M) (in) fm M) Ont On) On) Cm) M1 ON (in) 120 MPH EXPOSi1i� C or 140 MPH EXPOSURE 8 % % 29 21'•1• A 25 27 29 30 18'-10• A 23 25 27 79 10 3 27.8' A 14'-10' A 21 25 27 28 21'-1" A 24 27 % 10 1TS A 23 % 27 28 LIVE 3.5 191.5' A 13'-8' A 22 25 % % 19-T B 24 27 % 29 164• A 24 25 % 28 4 lr-r A 178' 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 17'3' B 25 26 27 29 W-71 B 25 25 26 27 5 13'-7' A 11'-Y A 23 24 % 27 W-4" 8 % 26 27 29 13'-10' B 25 25 25 27 5-5 174' A 10'-T A 23 23 25 26 151-1 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 91.7' 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' C 27 27 27 % 111-9' 8 % % 26 28 75 T-1• A 8'-101 A 24 24 24 26 13'-Y C 28 28" 28 % 1t'-5' 8 27 27 27 27 8 8'8• A W -S" A 24 Z4 24 25 17.8' C C 28 28 28 28 11•-0' B 27 27 27 27 85 1r-0- A p' -Y B 24 24 24 % 17-31 C 28 28 28 28 I'll. C 27 27 27 27 - 140 MPH EXPOSURE C 9 TSA A T-10' B 25 % 25 % 11-17 D 28 % 28 28 174' C 27 27 27 27 U'-10' 95 T -Y A T -T B 25 % 25 25 11'-6• D 30 29 29 29 10'-1' C 28 28 28 % % 1 p 5'-91 A 7'4' B % % 25 25 11',7 D 29 % 29 2B g7' D 28 % 28 % 45 11 IIS8' 9,-Y - A 6.11' B 25 25 25 25 11-1' D Z9 29 % 29 29 91-1' D % % % 28 B 12 53 A 6'8' B 25 % 25 25 IW -1' D D 30 30 30 30 8'S D 29 29 29 29 % 13 5-Y A 6'.Y B % 26 26 % 9=7' �D 31 31 31 31 23 25 26 tr-1' E % TABLE 3.11 AOadted Single Freestanding Of dn:d Side Freest2nc ing w Atted ed skde Freestan ng or span svucWre Multi Units Pan s0delure Multis n Units seen Swc08e IMultispan Units ROUNDWPOST MAX MAIC POST LENGTH MAX MAX POST LENGTH MAIC MAX POST LENGTH SNOW POST MIN T r I 101 I 17 POST MW r I 101 1 17 POST MW OOTE8' I 101 1 17 LOADSPACIN POST SIZE CONSTRAINED FOOTER SPAC[N POST 61ZE CONSTRAINED FOO SPACIN POST SIZE CONST)WNED FOOTEF IPSP) (FT) TYPE 1d' 'd" 'd' 'd' (FT) TYPE 'd' "d" 'd' 'd• (FT) TYPE 'd' 'd" 'd' •d' M) M) (in) fm M) Ont On) On) Cm) M1 ON (in) 130mv urwuncv C or 160 MPH A 22 % % 29 21'•1• A 25 28 30 32 15.6• A 24 26 23 w 1D 3 224' A 14'•17 A 23 27 28 29 1917' B % 28 30 31 77'41 A 25 % 28 29 LIVE 35 1W-5- A 13'-7' A 23 26 27 - 1rS A % 27 29 31 15-31 A 25 % 27 % 4 1 T-0' A 17-7' A 23 % 27 28 181-3• 8 27 27 29 30 15'3' B % % 27 28 ^' 45 15.1' A 11'•9' A 24 25 27 28 1T3' B 28 28 Z7 28 30 14'•5• B % % 27 % 5 1T-7• A 11'-0' A 24 25 26 % 154' a 27 28 29 30 13'-7 8 27 27 27 28 55 12'4• A 1014• A 24 24 26 27 15S B 28 28 25 % 29 13'-1' B 27 27 27 % 6 11'4' A 547 A 24 24 % 27 14'•17 B 28 28 29 30 12.7' B 27 27 27 27 65 1W -F A 914" A 25 25 % 27 14'-2' B 28 % % 29 29 17-0' B 28 26 28 28 7 914 A 8'-11' A 25 25 25 27 131-1 C 29 29 29 29 1117' B % % 28 28 7.5 5-1' A Ir -W A 25 25 25 26 13'-Y C % 29 29 % 29 29 1117 B 28 % % % g r8' A r•Y A 25 25 25 % 128' C 29 30 30 30 101.9' B 28 28 28 26 BSr-0' 5'-0' A 7'.10' A % 25 % % 12'•7 C 30 3D 30 30 191•-5• B 29 % 29 29 - 140 MPH EXPOSURE C 9 TS A T$ 8 26 % % % 1t'-1(1' 0 30 31 30 30 W-1, • C 29 29 29 28 U'-10' 95 T -Y A 7'3' a 26 26 26, 26 11'-5' D 30 30 30 30 r-10• C 29 % 29 29 % 10 6'•9• A 7'.0' B %, % 26 26 11'•1' D 30 30 31 31 913' C 29 29 29 29 45 11 6'-Y A S-7'8' A % %-, 26 % 10'3' D 31 31 31 31 g-10• O 30 30 30 30 B 12 53 A 6'-Y B ;, % 26. % % 9'-17 D 31 31 31 31 6'd' D 30 30 30 30 % 1a 5'-T A 5'-10' B 427 -27 '' 27" 27 9,-5' �D 31 31 31 31 23 25 26 tr-1' E % TABLE 3.11 AOadted Single Freestanding Of dn:d Side Freest2nc ing w Atted ed skde Freestan ng or span svucWre Multi Units Pan s0delure Multis n Units seen Swc08e IMultispan Units ROUNDWPOST MAX MAIC POST LENGTH MAX MAX POST LENGTH MAIC MAX POST LENGTH SNOW POST MIN T r I 101 I 17 POST MW r I 101 1 17 POST MW OOTE8' I 101 1 17 LOADSPACIN POST SIZE CONSTRAINED FOOTER SPAC[N POST 61ZE CONSTRAINED FOO SPACIN POST SIZE CONST)WNED FOOTEF IPSP) (FT) TYPE 1d' 'd" 'd' 'd' (FT) TYPE 'd' "d" 'd' 'd• (FT) TYPE 'd' 'd" 'd' •d' M) M) (in) fm M) Ont On) On) Cm) M1 ON (in) 140 MPH EXPOSURE C or 160 MPH EXPOSURE B' - 27 28 15'-2• B 24 27 17 32 17'.5' A 25 27 29 30 10 3 2ZF A 13'-7' A 23 27 28 30 19,.11' A % 29 29 30 32 /5-0' A 25 27 28 3D LIVE 35 191-5' A 17-51 A 23 % 28 % 1rS A % % 30 31 14'-11• A 26 % 28 29 t 17'-0' A 11'-5' A 24 - % % % 17'-Y B 27 28 % 26 31 14'•1• A % % 28 % ^' 4.5 15-1' A 101.8' A 24 25 27• 29 15.11 B B 28 28 28 .29 29 31 174• A 27 27 27 29 5 13'-7' A 1r-0' A 24 25 27 28 15'3' 14'-5' B 28 28 29 30 178" B 27 27 27 29 55 174• A 91S A 25 ---25 • --:26 28 13'8• B 29 29 29 30 17-0' B % 28 20 28 6 11'4' A r-11' ., -A" "' 25'-" %' % % 91-10' 8 29 28 29 30 111-5 B 28 % % 28 65 11.5' . A - 8'•5" '- A 25 25 % 27 13'•1• D 29 29 29 30 11'47 8 ZB 28 % 28 7 918" A 8'-1' A 25 25 % % 27 27 128"13 17.0• B 30 30 30 30 19,.71 8 28 % 28 % 75 r-)• A T8'A B 26 26 % % 27 11'•8• B 30 30 30 30 113' B 29 29 29 29 8 r-7' A r4. A A % % % 28 21 11'-1' C 30 30 30 30 x110' 8 29 % 29 % 85 5'-0' A T-1' 8 2S % % % 1W-9' C 30 30 30 30 r -T B 29 29 29 29 - 140 MPH EXPOSURE C B 7'8• A 58" A A % % % % 114' C 31 31 31 31 91S B 29 29 29 29 U'-10' 9.5 7'-Z' A 58' A 26 % 25 % 101-1' C 31 31 31 3f 9147' B 30 30 30 30 % 10 FS A 9,.l' A27 T -Y 27 27 27 r-5• C 31 31 31 31 58" 8 30 30 30 30 45 11 5-Y A 5'-10' A 27 27 27 27 81-11' D 31 31 31 31 8'-1• C 30 30 30 30 B 12 5'81 A 6'8' A 27 27 27 % 8'8" D 32 32 32 32 .7'8' C 31 31 31 31 % 13 5•Y A S -T 2 29 _ 4(3 o 6 4'•9'A 581B 22 23 25 26 tr-1' E % TABLE 3.11 AOadted Single Freestanding Of dn:d Side Freest2nc ing w Atted ed skde Freestan ng or span svucWre Multi Units Pan s0delure Multis n Units seen Swc08e IMultispan Units ROUNDWPOST MAX MAIC POST LENGTH MAX MAX POST LENGTH MAIC MAX POST LENGTH SNOW POST MIN T r I 101 I 17 POST MW r I 101 1 17 POST MW OOTE8' I 101 1 17 LOADSPACIN POST SIZE CONSTRAINED FOOTER SPAC[N POST 61ZE CONSTRAINED FOO SPACIN POST SIZE CONST)WNED FOOTEF IPSP) (FT) TYPE 1d' 'd" 'd' 'd' (FT) TYPE 'd' "d" 'd' 'd• (FT) TYPE 'd' 'd" 'd' •d' M) M) (in) fm M) Ont On) On) Cm) M1 ON (in) Page 14 of 66\ S'l CfV{L a���P N 02 2015 ICC ESR1398 (2012 IBC) 9/29/2013 �FCAUF \TT�� 140 NPH EAPOSUHt G Or 1 ! V Alr1� wva,nc - 27 28 15'-2• B 24 27 29 31 131-7, B 23 26 27 29 20 3 3.5 11'-10• 1W -Y A A 10'-4' 9'S' A A 21 21 26 % % 28 1P -W 8 24 27 29 30 126• 8 23 25 27 26 4 8'-11' A 8'-0• A 22 24 % 28 13'-0• C % % 28 30 11146' B 24 25 27 % 4.5 T-11' A 81•11 B 22 24 % 27 17-2' C 25 % 126 26 29 101.11' B 24 25 % 28 ^' 5 7-1' A T -T B 22 24 25 27 11'-01 D 75 26 28 29 1914• 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 27 25 9'-4' D 25 26 26 27 65 61-5' A 6L' B 23 23 25 26 91-10' D % % 27 % 6'-11" 0 % % % 27 7 5'•1' A 5-0' 8 23 23 24 % r•5' D 27 27 27 28 81•7' D % 26 26 27 75 4'-S' A 5'•9• B 23 23 24 26 91-1' D 27 27 27 % 8'S 0 % 26 % % 8 4'-5' A 518' B 23 23 24 26 818' D 27 27 27 28 T-11" D 26 26 % % 8 8.5 4'-YA A 501' B 23 23 24 % rS D 27 27 27 27 T8" D 27 27 27 27 9 3'-11' A 5.0" 8 24 24 24 % 1-1' D % % 28 % TS' D 27 27 27 27 - 140 MPH EXPOSURE C 9.5 1 T-7' A 4.40- 8 24 1 24 % % T-10• E ZB % 28 % T -Y D 27 27 1 271 27 Page 14 of 66\ S'l CfV{L a���P N 02 2015 ICC ESR1398 (2012 IBC) 9/29/2013 �FCAUF \TT�� 15D MPH EILPU5URt G Or 1 ! V Alr1� wva,nc 28 o 28 29 157 B 25 28 30 32 17.7 B 24 27 28 30 20 3 3.5 11,10• 101-2' A A 10'4• 9'-5' A A 22 22 26 26 27 29 141-5 B % 28 30, 31 12-0" B 24 % % 29 4 1.11" A 8'-0- A 23 % 27 29 17-0" C 26 27 29 31 11,8' 'a 25 % 28 29 45 A-11' A 8'-1' B 23 % 27 28 17.7 C % 27 29 30 101-11' 8 % 25 27 % S 7'-1" A T -T B 23 25 % 28 b 11'' D 27 27 28 30 1014' C % % 27 28 5.5 5S A T-11 B 24 24 % 28 1x•170 D 27 27 28 30 91-10• C % % 27 28 6 5-11" A 5.8' 6 24 24 26 27 101-0 D 27 27 28 29 914' D 27 27 27 29 6.5 55 A 54' B 24 24 25 27 r-17 D % 28 % 29 1-i1• D 27 27 27 28 7 5'-1" A 64" B 24 24 \,25 27 T-51 D % 28 28 29 8'-T D 27 27 27 % 7.5 4'-9' A 5'S B 24 24 25 27 91-1• D % 28 28 29 5J' D 27 27 27 27 8 - 4'S A 58• B 24 24 25 % 9,8" D 29 29 % 29 T-11' D % % 28 28 85 4'2" A 513' B % 23 25 27 6S, D 29 29 % 29 7'8' D % 28 28 % 9 31•11• A 5'-0' B 25 % ZS 27 8'-1' D 29 29 29 29 T-51 D 28 28 28 28 - 140 MPH EXPOSURE C 95 3'•9' A 4'47 B 25 25 % Z7 T-17 E 29 29 29 29 T-2• D 28 28 1 28 1 % Page 14 of 66\ S'l CfV{L a���P N 02 2015 ICC ESR1398 (2012 IBC) 9/29/2013 �FCAUF \TT�� 170 MPH 1, JWwbwmc G A 24 28 30 31 is -Y B 27 30 32 34 13'-T B 26 % 3o 32 20 3 3.5 71-17 10'-Y A A 1014' 9'-S' A 24 27 % 31 141-1 B % 30 32 33 17.6• B 27 2a 30 31 4 8,11- A 8'8" A 25 27 % 3D 1-5-01 C 28 29 31 33 11'-8' 8 27 27 29 31 4.5 T-11• A IIA" B % 27 28 30 17,7 C 29 29 31 32 10'-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 5S A T-11 B % % % % t9,-10' D 29 29 30 32 9'-17 C 29 29 29 30 6 5'-11• A r-0• B % 26 27 29 1r-4' D 30 30 30 31 901• D 29 29 29 30 65 5,5' A SW B % % 27 29 9•17 D 30 3 30 3 D % • % 29 30 7 6'-1• A 5-0- B 26 26 27 29 8'-5' 0 30 30 1 8•-T D 30 30 30 30 75 4'-9' A 519'. B % % - 27 28 91.1• ^D 31 1 31 31 8'3' 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 5'3' 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• O` 32 52 TS D 31 31 91 31 - 140 MPH EXPOSURE C or 160 MPH EXPOSURE 8 I a 25 3 r -T • A 19,.1• B 21 25 27 % U'-10' D 23 27 29 31 . 3-5 8'-Y A 1-2• B 21 25 % 28 19'6• D 2 % 30 :gip E15Slp • 4 T -Y A 8'-S 8 21 24 % 27 12'4r D 6 28 30 Q_ • �.� 45 54• A 7'.17 B 22 24 % 27 11-10' D s % 28 29 29 5 51-T A 7'4' B 22 24 25 27 11'-2• D 25 % 27 5.5 S -Y A 6'-111 B 22 23 % % 117" - % % 2 29 _ 4(3 o 6 4'•9'A 581B 22 23 25 26 tr-1' E % % 2 28 6.5 4'-5' A 6'$• C 23 23 24 25 r7" E 28 7 C-1' A 5-17 C 23 23 24 % 9,-Y % 28 * 'k 7.5 3'-17 A S,T C 23 23 24 % a,-10' 8 3' 7- A S4• C 23 23 24 %r r 911 1 CI� ., 89 3' Y A 4' S O' C 23 23 24 % E 27 2 68139 P 6/ W017 OCT 02 2013 * Page 14 of 66\ S'l CfV{L a���P N 02 2015 ICC ESR1398 (2012 IBC) 9/29/2013 �FCAUF \TT�� LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL CO F 12 Ga 315(8" Steel C Beam Detail 1-18) Double 12 Ga 35(8" Steel C (DISM0 Le) 31 76 Ga 3X8" Steel C Beam Detail LI8) Freestand'mg or F Attached TABLE 2.5 33 t Kh&d Sk46 Freestand'mg or F Structure Multi nUnits MAX 33 27.2' sum Structure Muliispan Units 31 GROUND TRIES MAX PDST MAX 8' I 17 I 13 POST MAX POST LENGTH SNOW MOTH POST REDD POST MIN FOOTER 8' I 12 I 15' LOAD (FT) SPACING FOR SPACINC POST I SIZE CONSTRAINEDFOOTIEF (PSF) 18'-0' ON SLAB SLAB (FT) TYPE 'd" 'd' I 'd' 'd' 33 33 (F7)I 35 17'-3'F F Cm) Cm1 On) Cm) 31 115 MPH EXPOSURE C or 130 MPH EXPOSURE S 34 34 20 5 T-1' A 17.11' D 23 25 28 30 LIVE 55 55" A 17.1' D 23 24 27 29 25'-3' 6 5'-11' A 11'-1' D 23 24 27 29 30 65 SS A t7.Y 0 23 24 27 28 30 7 S-1' A 9'-r D 23 23 26 28 14'4' 75 4'-9' A 8'-11' D 23 23 26 28 36 8 YS A 84' D 23 23 26 27 36 85 4'-T A r-11' D 23 23 25 27 23'-2' 9T-11' 37 A r-5' D 23 23 25 27 31 9.5 T-9' A r-1' D 23 23 25 27 31 10 T-6' A 6'-9" D 23 23 25 26 1Z-0' 10.5 T4" A 6'S D 23 23 24 26 1 38 11 3-2' A 5-1' D 23 23 24 26 -r 70' 11.5 3'-i' A 5'-10' 0 24 24 25 26 30 12 Z-11' A 5'-71 D 24 24 25 27 21 13 7-6' A T -T D 24 24 25 27 VERS NORMAL WIND AREA: F 12 Ga 315(8" Steel C Beam Detail 1-18) Double 12 Ga 35(8" Steel C (DISM0 Le) 31 ed Sh>Ale Freestand'mg or F Attached Freestanding or 33 soms8uaelre Multis Units F Structure Multi nUnits MAX 33 27.2' MAX POST LENGTH MAX 31 33 MAX POST LENGTH POST Moi FOOTER 8' I 17 I 13 POST rAw FOOTER 7 I 17 I 15' SPACING POS 312E CONSTRAINED FOOTS SPACING PO 612E CONSTRAIN®FOO (FT) TYPE 'd' 'd' 'd' 'd''d' 33 33 33 35 18'-0' F Bn) (in) (m) On) 30 32 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 27.2' F 31 31 33 35 19'-9' F 26 28 31) 32 284' 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 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'-10" 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 1313' F 31 31 31 31 23'-2' G 37 37 37 37 13'•1' F 31 31 31 31 W-8. G 37 37 37 37 1Z-6' F 31 31 31 31 22.9' G 37 37 37 37 1Z-0' I F 1 31 1 31 1 31 31 11 21.3' 1 IS 1 38 38 1 38 1 38 25 115 MPH 5 55 6 6.5 7 7.5 8 85 9 95 10 10.5 11 11.5 EXPDSUNe 5'-9" 5'-T 4'-9' 41S' 4'-1" Y-10' Y-71 Y4' Y -Z T -Cr Z-10' Z-6' Z -r 1 2--6" e A A A A A A A A A A A A A 1 A 17.6" 1$1-7* 10'-7' 7.10' 9'-1" 8'S 5-0" r3' r-1' 6'-9' 6'•5' 5.1' 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" 201-3' 191-3' 18'-4' 1r-0' 16'-9' 15.1' 15'-S' W-10' 144' 131•11' 1313' 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.66' 24'41' 24'4' 23'-19" 214' 2Z -1V 2r -r 27-1' 21'-9' 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 1. CHOOSE FREESTANDING URAI IAcrttu 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 ICC ESR1398 (2012 ISC) 9/29/2013 TABLE 2 5 5 5'-9' A 1231 E 23 25 28 29 211-6' F 27 28 31 33 27,40' F 30 30 33 35 25 5.5 51-T A 11'-r E 23 24 27 29 20-3' F 28 28 31 32 2r-0' F 31 31 33 35 SPAC 6 4'-9' A 17-7' E 23 24 27 29 191-T F 28 28 30 32 25-31 F 31 31 32 34 GN Cm) (tn) 6S 4'S A 9'-101 E 23 23 26 28 18'4' F 28 28 30 32 25'3- G 32 32 32 34 23 7 4'-1' A V-1' E 23 23 26 - 28 17'-r F 29 29 30 3l 24'-11' G 32 32 32 34 23 75 3'•10' A SS E 23 23 26 27 15-9' • F 29 29 29 31 244' G 33 33 33 34 23 8 1-r A V.0* E 23 23 25 27 15.1' F 29 29 29 31 23'-10' G 33 33 33 34 22 8.5 14" A 7'4' E 23 23 25 27 15'-5' F 29 29 29 31 23'-4' G 34 34 34 34 22 9 T A r-1' E 23 23 25 27 14'-10' F 3D 30 30 30 22-11' G 34 34 34 34 22 9.5 -r 70' A 6'-9' E .23 23 25 26 14'4" F 30 30 30 30 22-6- G 35 35 35 35 21 10 Z-10' A 5-5' E 23 23 24 26 13'-71" F 30 30 30 30 W-1' G 35 35 35 35 21 10.5 2'-6' A 6'-1" E 23 23 24 26 17.5' F 30 30 30 30 21'A' G 35 35 35 35 22 11 2-7' A 5-10' E 23 23 24 26 13'-0' F 30 30 30 30 21'S' G 36 36 36 36 22 11.5 7-6" A 51-r E 23 23 25 26 12-61 F 30 30 30 30 1 21'41 G 36 36 36 36 22 12 24' A S4' E 23 23 25 21 124- F 31 31 31 3/ 27-10' G 36 36 36 36 GENERAL INSTRUCTIONS B'-10' FOR THESE TABLES 1. CHOOSE FREESTANDING URAI IAcrttu 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 ICC ESR1398 (2012 ISC) 9/29/2013 TABLE 2 5 5 ArachedSlnoaFreastandingor A 8'-T Atteched Sinee Freestanding or 23 Attached Shoe FreeStSMIng Or 161-3' F spensuum re Multispan Units 29 Somsae Mhdtispan Units G Span shtcbrre Multispan Units GROUND TRIB. MAX POST MAX 55' MAX POST LENGTH MAX A POST LENGTH MAX 20 MAX POST LENGTH SNOW WDTH POST REO POST MIN FOOTERL-NSTRAINEDFOOTO 8' I 12 I 1S POST MIN FOOTER 7X e' I 17 151 POST MIN FOOTER 5 ' 17 I 15' LOAD (Fn SPACING FOR SPAq SIZE 33 SPAC POST 5E CONSTRAJNED FOO SPACING PO SIZE CONSTRAINED FOO(PSE) ONSLA9 SLAB (FT) TYP "d'd 'd' 'd (FT) TYPE 'd 'd' 'd' 'd (FT) TY 'd' 'd' ''"d' (FT) G Cm)m) On) (m) 31 Cm3 GN Cm) (tn) 65 On) Cm) On) M) 115 MPH EXPOSURE B E 20 21 24 26 13'-0' F 26 26 40 5 3'-r A 81•7 E t8 21 23 25 661-3' F 22 24 27 28 23'•10' G 25 26 29 31 28 55 3'3" A rS' E 18 20 23 25 15'-3' F 22 24 26 28 23'-1' G 26 26 29 31 28 6 18 A 6'-9- E 16 20 23 24 14'3' F 23 23 26 28 2Z-5' 0 26 26 29 30 27 6.5 ZS' A 6'-3" E 18 20 22 24 13'-6' F 23 23 28 27 21'•10' G 27 27 28 30 27 7 Z -r A 5'-10' E 16 In 22 24 13'-0' F 23 23 26 27 21'.3' G 27 27 28 30 1 27 75 ZS A 5'-5' E 18 19 22 23 1ZS' F 23 23 25 27 20'-10' 0 28 28 2a 30 e 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 16 19 21 23 11'3' F 24 24 25 27 19-11' G 28 28 28 30 9 Z-0' A --1E 16 19 22 23 11'-0' F 24 24 25 26 17-r H 28 28 2 30'-11A 18 19 22 23 1C -r F 222 26 1 V; H 29 29 29 2910 1'-9' A j. 78 18 22 24 10'-7, 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 31-r A 8'-T E 20 23 25 27 161-3' F 25 26 29 31 23'•10' G 28 28 32 34 55' 5.5 13' A r-51 E 20 22 25 27 13.3' F 25 26 29 31 23'-1' G 29 29 31 33 9' 9S 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 5.10' IS 20 21 24 26 131-0" F 26 26 28 30 21'-3" G 31 31 31 33 75 7.5" A 5'S" E 2D 21 24 25 SZ -5' F 26 26 28 29 20-10' G 31 31 31 33 8 7.7' A 5'-1" E 2D 21 23 25 11'.11' F 26 26 27 29 2014' G 32 32 32 33 85Z-1' 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 7 17 11' 17 13' 7 4' 4.5' 8' 5.5' S' 6S 1' AIN S 55' V 69 r r 5 5.5' S 6S r 75' Y 55' S 65' r 75' 8' 5 5 65' r TN S 85' 11' 11.5' r 75' 8' 8S 9' NS FOR SINGLE SPAN ATTACHED STRUCTURES SINGLE SPAN STV CTURES (FT) Post Description Max POST Detail Hgt Code 14' 15 16' 1r 111' 11 20' 21' 2Z r 7.5' S 85' r 95' 10' 10.5' it, 7S' 8' 85' 9' 9.5' 17 10.5' 11' 1 I 8' ON 9' 95' 10 ION 11' 11.5' 17 8S' 9' 95' 10' ION 11' 11.5 1 3119'xSk5" Steel Square 9' 9S 17 105' 111 11.5 17 t2 99.5' 10' ION 1P 113 17 TABLE 2.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code 0.042'x39t8"Alumimarl Post 10' B L1 0.024'k3'k3'Post with Sid fat 11' B L24 Clover 0.0309x3')(3' Akan 11' C L11 Clover 0.D40"x3'k3"Aium 11' D L11 Colonial 0.062" Extruded 17 E AE D.041'k3 Steel Clover 11' F L11 0.041"4"xW Steel Clover 8' G L11 3/16')(3'x3' Steel Square' 15' H L21 3/16'5(3'x3" Steel §quare 12' 1 L21 3119)(4'5(4" 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 2.8921 US Hwy 74 9. FIND THE 0/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 2.5 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 LATTICE COVER 20 POST SPACINGS FOR PATIO AND or AREA! Span StrUCave IMU1tI5 811 Un119 apmr...- ...-.,.I..... .-...._ ROUND TRIB MAX POST MAX MA11FUW LENGTH MAIC MAX POST LENGTH MAX SNOW WIDTH POST REDID POST MIN FOOTER 6 I 17 I IN POST MINN FOOTER 6 I 17 I IT POST - LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAWMF00 SPACIN PO SIZE CONSTRAINED FOO SPACIN (PSF) ON SCAB SLAB (FT) TYPE 'd -d 'd 'd (FT) TYPE 'd 'd 6 'd (FT) (� Cn) (n) (In) Cm) Cm) S MPH EXPOSURE 8 48' Steel C (Detail LB) 16 Ga 3" xt r- Steel C Beam (Detail L18) 12 Ga 3'x8" Stee C Beam Detail 1-18) Double 12 Ga 3'x8" Steel C (Detail Le) lied Freestanding or TABLE 2.5 Attarhedsingte Freestanding or a,ed Shale Freestanding or adledSh*e Freestanding or Lure Mullis an Units Span Swdlae Multispan Units pan SWmre Mullispan Units Span sbuCaue Mulfispan Units MAXPOSTLENGTH GROUND TRIG MAX POS MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH TOTER 6 I 17 1 15' SNOW WIDTH POST O POST MIN FOOTER 8' I 17 f 1S' POST MIN FOOTER 8' I 17 'I 16 POST MPI FOOTER 6 1.17 ' 15' SIZE CONSTRAINED -FOO LOAD (FT) SPACING FOR SPACING PO SIZE CONSTRAINED FOO SPACIN POST SIZE CONSTRA9&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) (+n) fm) (FT) (In) 9n) (in) Cm) 9n) M) An% (n) fm) Cm) fm) M) 11 5 13'•7' A 28-1' C 24 25 28 37.1' E 27 27 31 3518' E 29 10 LIVE 55 171' A 18'•11' C 24 25 28 126.2* E 28 28 30 >4'-10 E 30 25 6 114' A 171-10 D 24 24 27 281-4' E 28 28 30 34'•1' F 30 22 25 21 A 161•11' D 25 25 27 27'-7' E 29 29 30 33'•5' F 31 51•11' 7 9'1' A 16'•1' D 25 25 27 21-6' E 29 29 30 37-9' F 31 29 7.5 9'-1' A 15'-4D 57-5' 25 25 26 2S6' E 30 30 30 37-2' F 32 27 8 64* A 14'1' D 25 25 26 24'4* F 3D 30 30 31'•7' F 32 26 8.5 6-0' A 14'-0' D 25 25 28 23W F 30 30 30 311-1' F 33. 6.11' 9 716 A 13'4* D 25 25 26 27.10 F 30 30 30 30'-7' F 33 28 95 713' A 1714* D 26 26 26 27-Y F 31 31 31 30-Y F 34 2S•9' 10 6.9' A 171' D 26 26 28 21'1' F 31 31 31 281' F 34 F 105 CS- A 17-1' D 26 26 26 211'•10 F 31 31 31 A F 35 21 21 6-Y A 11'-7'D F 26 26 26 2D'3' F 31 Jt 31 28W' -1-1 I' F 35 9 11 5'-11' A 11'-1' D 26 26 26 IV -IT F 31 3t 31 2811' F 35 31 11.5 574* A 10-T D 26 26 26 19 1' F 31 31 31 28'3' F 36 27 12 28 A 9'•10' D 26 26 26 18'-4' F 32 32 32 271.7'LF 21 36 71 13 5':7 F 9-1' D 26 26 26 1714* F 32 32 32 26'•11' 105 37 A 14 4'•10' A G 22 24 1T5' F 16'-9' F 32 32 32 28'3' 33 38 33 15 4'4* A 8.W D 26 26 26 21 22 24 1T•1' F 27 27 27 27 116 MPH EXPOSURE C a 130 MPH EXPOSURE 8 11.5 1-1' A 5'-10' D 21 21 E 32 10 5 l3'•T A 20'•1' C 27 27 30 33 30.1' E 31 31 33 33'1' D 21 LIVE 55 17-4' A 16'-11' C 27 27 30 21-5' 27-2' E 31 31 33 34-10 E 33 A 6 11'4' A Ir -10 D 27 27 30 28 26-4' E 32 32 33 34'-1' F 34 34 65 10'-5' A 19•11' D 28 26 29 21 2r.7' E 33 33 33 37.5' F 35 G 7 84* A 16.1' D 28 28 29 4'-6' 284* 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 8'4* A 141' D. 28 25 26 241' F 34 34 34 31'•7' F 36 85 81-0' A 14-0' D 28 28 28 n. F 34 34 34 31'-1' F 37 9 ' T4* A i71-6* D 29 29 29 27-10 F 34 34 34 38-7' F 38 95 T-2* A 13%W D 29 29 29 22'•7 F 34 34 34 38-Y F 38 10 6.9' A f 74* D 29 29 29 21'1' F 35 35 35 281' F 39 10.5 6.5' A 17-1' D 29 29 29 201•10 F 35 35 35 28-4' F 39 11 6'-2* A 11'•2* D 29 29 39 28.3' F 35 35 35 28'-11' F 39 11.5 5'-1 f' A 11-1' 0 29 29 29 17-9' F 35 35 35 26'4* F 40 12 6'1' A 10'•7' D 29 29 29 19'3' F 35 35 35 281•2* F 40 13 5'-7 A 8-10' ._ D . 29 . 29 29 18'-4 F 36 36 36 271.71 F 41 14 4'•10 A 6.1' D 29 29 '29 1714* F 36 36 36 26-11' F 42 IS 4'4* A 8'4* ' D. `29 -' 29 29 1S'-9' F 36 36 36 26'3' 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 30 115 MPH EXPOSURE 9 1011' E 19 " 25 26 27.1' F 25 26 29 30 38-1' F 27 27 31 32 20 5 T-1' A 17-11' D 21 23 25 27 27 28-f0 F 25 25 28 30 29'-Y F 25 28 30 32 LIVE 5.5 6-5' A 17-1' D 21 22 25 21 24 25 1713' 25 28 30 28'•4' F 28 28 30 32 29 6 51•11' A 11'•1' D 21 22 25 26 18-0' F F 25 25 25 28 29 271-T F -29 29 30 32 28 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 28 7 5'-1' A 9'-T D. 21 21 A 26 18'4' 19 20 23 24 14'-11' F F 30 30 30 32 G 75 4'•9' A 6.11' D - 21 21' 24 25 1T-3' F 26 26 27 2k 26.3' F 25 25 26 28 27.5' G 29 29 29 D 21 21 ` 23 25 i lira' F 25 26 27 29 2S•9' G 30 30 30 31 28 8 4'-5' A e'-4' 29 30 21 23 25 15•11• F 26 26 27 28 25'-3' 0 31 31 31 31 26 85 4.3' A 7`-11' D 21 21 23 25 1514' F 27 27 27 28 24'-9' G 31 31 31 31 25 9 3'-11' A TS D 21 30 23 24 14-10 F 27 27 27 2b 244' G 31 31 31 31 26 95 T-9' A 71.1' D 21 21 21 23 24 14'-4' F 27 27 27 28 2T-1 t' G 32 32 32 32 F f0 T -W A ' 6'-9' 0 21 21 71 24 17-10 F 27 27 27 28 231' G 32 72 32 32 11'-T 105 T1' A 6.5' D 21 G 22 24 1T5' F 2T 27 27 27 23'-Y G 33 33 33 33 24 11 J'•Y A 6-1' 0 21 21 22 24 1T•1' F 27 27 27 27 271' G 33 33 33 33 11.5 1-1' 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 21-5' G - M - St 13 7$' A S'3' D 21 21 23 23 25 25 17.0' 11'1' F 28 28 26 28 ZD''8' G J4 34 >< 34 ' 14 74* A C-10 D 21 21 21 25 16.11' F 28 28 28 29 2C•0' G 34 34 34 34 15 71' A 4'-6' 0 21 21 30 115 MPH 5 EXPOSURE 4'-10 B A 1011' E 19 22 25 26 164' F 24 25 28 29 263' F 26 27 30 31 5.5 5.5 4'4' A 91•9' E 19 21 24 26 18'3- F 24 2S 27 29 251S' G 27 27 29 31 6 4'4' 6 4'-0" A 6-11' E 19 21 24 25 1713' F 24 24 27 29 24'4* G 27 27 29 31 3-4* A 6.5 7-5' A BV' E 19 21 23 25 16'14' F 24 24 27 29 24'-0' G 28 28 24 31 A T4* 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 T -Y E 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 E 22 8 T4T A 6'-9' E 19 20 23 24 14'-4' F 25 25 26 28 27.5' G 29 29 29 30 22 22 8.5 7-10' A 6'-4' E 19 20 22 24 1T•9' F 25 25 26 28 22* -0' G 29 29 29 30 22 24 9 IJ' A 6-0' 6 19 t9 22 24 131-cr F 25 25 26 27 21'•71 G 30 30 30 30 24 26 95 74* A 5' 4* E 19 19 22 24 17-9' F 25 25 25 27 21'-Y G 3D 30 30 30 26 174' 10 2-5' A 51S' E 19 19 22 24 174, F 26 26 26 27 �'-10' G 30 30 30 30 1l'-11' F 10.5 73' A 5'-Y E 19 20 22 24 11'-11' F 26 26 26 27 2C1' G 31 31 31 31 F 29 11 7.2* A 4.11' E 19 20 22 24 11'-T F 26 26 26 27 20-2* G 31 31 31 31 29 1 29 115 1 7.1' A 4'1' E 19 20 22 24 ll -3" F 26 26 26 26 19'-10' G 31 31 31 31 30 " S rn 4'-10'V K A 161• N E� _.. 22 _ _ 24 -_ - 27 29 19'4 F 26 27 30 32 263' F 29 29 32 34 5.5 4'4' A 8.5' E 22 23 26 28 18'-2' F 27 27 3p 32 2Sd' G 30 30 32 34 6 4'4' A 8'-11' E 22 23 26 28 1713' F 27 27 29 31 24'1' G 31 31 32 34 9.5 3-4* 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 T4* E 22 22 25 27 15'1' F 28 26 29 31 23'-5' G 32 32 32 34 7.5 3-2* A T -Y E 22 22 25 27 14'-11' F 28 28 29 31 22'-11' G 32 32 32 33 8 T-0' 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'-9' F 28 26 28 3D _27-0' G 33 33 33 33 9 71' A V -W E 22 22 24 26 131-3' F 28 28 28 30 21'-7' G 33 33 33 33 9.5 74* A 5'4* 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 73' A 4'-11' E 22 22 24 25 11'-T F 29 29 29 29 20'-Y G 35 3S 35 35 115 7-1' A 41' E 22 22 25 26 111-3' I F 29 1 29 1 29 1 29 19'-10 G . 35 35 35 35 1Z0 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 M"Y %z or ROUND SNOW LOAD (PSF) TRI WIDTH (FT) MAX POST SPACING ON SLAB (Fr) POST REOT) FOR SLAB MAX POST SPACIN (FT) MIN POST TYPE FOOTER SIZE 'd' fn) M 'u l -.- Ir ( 1a' I Ir CONSTRAINED FO071 'd" "d" 'd' Cm) fm) (In) 23 23 22 22 22 21 21 21 21 21 20 20 20 21 115 MPH WOSUREC MAX or 13D MPH EXPOSURE B GROUND TRIG MAX 20 3 Ill -le" A 10'1' A 18 24 25 27 LIVE 3.5 1V -r A 7-5' A 19 23 25 26 FOR 4 r-11' A 81-0' A 19 23 24 26 SLA9 45 r-111 A 2'-1' B 19 22 24 25 15 15 16 16 i6 16 16 17 17 17 1719 17 5 7' 1" A T -r B 18 22 24 25 V -V 55 173' A r•1" B 20 22 23 25 72 6V-11* 26 A 6'$ B 20 22 23 25 65 S-5" A 04" B 20 21 23 24 11'-2' 7 51 1" A 61-0" B 20 21 23 24 24 75 4%r A SA' B 20 21 23 24 23 84'•5" 1V.r A 5'6' 8 2D 21 22 24 22 85 4'-r A 5" J' 8 21 21 72 24 20 9 T-111 A 510" a 21 21 22 24 r -r 95 T-9" A 4'-10' B 21 21 22 24 r -r 10 36' A 4W B 21 21 23 24 25 11 T -r A 4W B 21 21 _ 23 24 WIND AREA! (Detall L72 Double 0.040'k2"x6.625"(Detail L12) 0.042" single Freestanding or Attached lFreestanclingor TABLE 21 MAX POSTMIN FOOTE PACIN SIZE (F� TYPE 'd' 117.2' B 21 14'-0" B 21 13'-0' C 22 17.2* O 22 11'6- D 22 1V-10' D 21 10'4' D 23 9-10' D 23 9'-S" D 23 9.1' D 24 8'-0- D 24 a' -S- 0 24 e'-1" D 24 7.101 E 24 T -r E 24 7'-1- E 25 ullispan Units 115 MPH 3 35 4 45 5 55 6 6.5 7 75 e e,s 9 95 Structure o A A A A A A A A A A A A A I A Mullis art Units B B B B B B B C C C C C C I D 16 16 17 17 17 17 17 18 Is to 18 18 to 1 18 22 21 21 21 20 20 20 20 19 19 19 19 19 19 23 23 22 22 22 21 21 21 21 21 20 20 20 21 24 24 23 23 23 23 22 22 22 22 22 21 22 22 MARPOSTLENGTH MAX B 23 23 23 22 22 7.2 22 21 21 21 21 21 21 21 MAX POST LENGTH GROUND TRIG MAX PO MAX r 1 1V 1 17 POST MIN FOOTER r 1 10' 1 17 SNOW 1M DTH POST REO POST NISTRNNEDFOO SPACING 27 27 26 26 26 25 25 25 25 25 24 24 size CONSTRAINED F00 LOAD (FT) SPACING FOR SPACIh -r 'B 'd1 (FT) TyP 'd' "d" 'B 1d' (Ps F) 13 14 14 14 14 14 14 14 14 14 14 14 MPH EXPOSURE ON SLAB SLA9 (FT) M1 I (m) (m) I 16 16 16 16 17 17 17 17 17 17 17 17 on) Ml Cm) Cm 24 23 23 23 22 22 22 22 22 21 21 21 6.4" T -r r-11 6'-7' 6-r 5'-9' S•6' V -r 4'-11' <'-0' 46 f4' (FT) 15 15 16 16 i6 16 16 17 17 17 1719 17 20 20 19 19 19 18 19 is 16202124 162021 19 Sa4e11'reestandingor II IA1ted,edSlryle IFreestanOingor F SIB CONSTRAINED I'd- a Qd POSTIT LENGTH F 512E WER I C -,r I INEDI -d- 11SPOST P ) TYPOST�7 s�¢ERIC -d- I POST LIENGTK 7P1 -Ir I - - 24 24 25 r6 D 23 23 23 24 24 24 25 r -r D 24 24 24 24 24 2425 6'-11' D 24 24 21 24 25 25 25 6'-T D 21 24 24 24 25 - 115 MPH 3 35 4 45 5 55 6 6.5 7 75 e e,s 9 95 EAFU7Ynt 9-r r -r T -r 2'4' 5'-9" S -r 4A" 4'-5- 4'-1' T-10' 3'-r T4" T -r I 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" 61•11' 616" G-7 S•10" S' -r 5'-0' 5'•11 CAT I 4'.W B B B B B B B C C C C C C I D 16 16 17 17 17 17 17 18 Is to 18 18 to 1 18 22 21 21 21 20 20 20 20 19 19 19 19 19 19 23 23 22 22 22 21 21 21 21 21 20 20 20 21 24 24 23 23 23 23 22 22 22 22 22 21 22 22 115 MPH EXPOSURE B 23 23 23 22 22 7.2 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 13'J' 17J' 111•5' 10'-0' 10'•1' 2'•r 9.1" 9.8' 6'-4' r-0- r-9" Ts" T•r T4' 8 C D D D D D D 0 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 Ss 3.5 r -r A 9-2* B 18 23 25 26 25 25 24 24 24 24 23 23 24 24 27 27 26 26 26 25 25 25 25 25 24 24 29 28 28 27 27 27 27 26 26 26 26 26 13'-7' 17.61 11181 10'-11' 1V4' 7-10" 2'4' r•11" 9-r SIJ' 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' 3'6" 31-0" 2-0" z5' 7-r 7.0' 1'-10` 11-T 1=r 1111 16' EXPOSURE A A A A A A A A A A A A C 5'-10• 51J' 4'-9" 44' 4'4' 3'40" T -S' 3'-r 3'-0' Y-10" 7.8 76' C C D D D D D D D D D D or 130 13 14 14 14 14 14 14 14 14 14 14 14 MPH EXPOSURE 19 19 19 18 18 18 18 10 111L20 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' r$' r-1" 6'-2' B' -r 5'-10" 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 6.4" T -r r-11 6'-7' 6-r 5'-9' S•6' V -r 4'-11' <'-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 18 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 r6 D 23 23 23 24 24 24 25 r -r D 24 24 24 24 24 2425 6'-11' D 24 24 21 24 25 25 25 6'-T D 21 24 24 24 25 - 115 MPH 3 35 4 45 5 55 6 6.5 7 75 e e,s 9 95 EAFU7Ynt 9-r r -r T -r 2'4' 5'-9" S -r 4A" 4'-5- 4'-1' T-10' 3'-r T4" T -r I 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" 61•11' 616" G-7 S•10" S' -r 5'-0' 5'•11 CAT I 4'.W B B B B B B B C C C C C C I D 16 16 17 17 17 17 17 18 Is to 18 18 to 1 18 22 21 21 21 20 20 20 20 19 19 19 19 19 19 23 23 22 22 22 21 21 21 21 21 20 20 20 21 24 24 23 23 23 23 22 22 22 22 22 21 22 22 14•10' 13'-0• 1761 11'•10' 11'•2' 10'-71 10`41 9-r 9-r 6'•10' 8'61 V -r T -to' r -r D D D D D D E E E E E E E E t6 19 19 19 20 20 20 20 21 21 21 21 21 21 23 23 23 22 22 7.2 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 13'J' 17J' 111•5' 10'-0' 10'•1' 2'•r 9.1" 9.8' 6'-4' r-0- r-9" Ts" T•r T4' 8 C D D D D D D 0 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 J' 3 r 9-r 4'-1" A ", 1V 1'" .. B -A• 18 24 25 26 14'-10' D 20 26 27 29 131-3• B 20 24 25 27 Ss 3.5 r -r A 9-2* B 18 23 25 26 13'8' D 21 25 27 28 /7J' C 20 24 25 26 1161 4 T,7' A r -s' B 19 23 24 26 17.81 D 21 25 26 28 Ill. 0 21 23 25 as 45 V -V A r-te' B 19 22 24 25 1T-10- D 72 24 26 27 IT -81 D - 21 23 24 26 5 510 A Td- B 19 22 24 25 11'-2' D 22 24 28 27 1 V•11 D 21 23 24 26 556 5'-r A 6'-111 B 19 22 23 25 1V.r D 22 24 25 27 r -r D 22 22 24 25 8 CT A 2'8 B 20 22 23 24 101-11 E 23 24 25 25 r -r o 22 22 24 25 654'•17 11•10" A r -r C 20 21 23 24 9-r E 23 23 25 26 r-0' 0 22 2z h 25 7 4'-1' A 5'•10' C 20 21 23 24 9'-2' E 23 23 25 26 2'.4" D 22 22 23 25 75 T-10' A S-7' C 20 21 22 24 9-101 E 23 23 24 28 17-0' 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 8,5 3V' A 6'•1" C 20 21 22 23 6'-r E 24 24 24 25 Td' E 23 23 23 24 9 T-2*A 4'-1 D' C 20 21 22 24 r-10' E 24 24 24 25 T,2" E 23 23 23 24 85 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'-rD 21 21 23 24 r4- E 24 24 24 25 W-2' E 24 24 24 24 GENERAL INSTRUTI CO S 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 2 O 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 ICC ESR1398 (2012 IBC) 9/29/2013 6o 3 4'-1" A 5.10' C 15 21 23 24 r -r E 17 23 25 26 6'4' D 17 22 23 25 Ss 35 376' A SJ" C 15 21 22 24 6'-0' E 16 23 24 25 r -r E 17 21 23 24 1161 4 T-0' A 4'•9" D 15 20 22 23 T-0' E 16 22 24 25 r-1' E 18 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 24 5 7•S- A 4'0' D i6 20 21 23 1-7' E 19 22 23 24 V-2" E 16 21 22 23 55 z -r A T -w D 16 18 21 22 6'-2' E 19 21 23 24 S-9' E 1B 20 22 23 6 21-0" A T.S. D 16 19 21 22 V-10` 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 24S•2' E 19 20 21 23 7 l'•0" A T-0' 0 16 20 21 23 5'J' F 19 21 22 24 4'•11' E 19 1 20 1 21 23 OVER- FANG om TABLE 22 TRIBUTARY WIDTHS PROJECTION OF SINI 17 $ 1 V 11' 17 1T 14' V 4' 4N 5' 55' r 6N T 1' 4.8' 5' S5' r 65' T 75' z 5' 5s r 617 T 7S r T Ss r 6s T 75 8' BN 4' r 6.S T 75' r 8.S 9 6' 65' r 7s 8' 85 9 as TABLE 23 Post Requirements for Attached Single Span Structures iS Post Description Max POST Detail Hgt Code 0.D4Z1An&' AWmNum Post 10' B L1 0.024'k3'kXftst with Side tat 11' B L24 Clover 0.030 x3'k3" Almon 11' C L11 Clover 0.040'k3'k3"Alurn 11' D L11 Colonial 0.062" Extruded 17 E AE 0.D4l'x3"x3" Steel Clover 11' F I Ll l 0.041'x3 k3" Steel Clover 8' G 1-11 3116'k3"k3" Steel Square ' 15' H L21 3116"k3'k3' Steel Square 12' 1 L21 3116"x4'k4" Stee) u8re 15' J L21 3116"x5715" Steel re 1161 K L21 1S 31 iS 7T IF 19 20' 22' a 7.5' r 8s r 95' 10' 105' 11' V as 9' B5' 10' 105' 11' 11.5 8.5' 9 SIS lo' 10.51 11' 115' 17 9 95 10' ION 11' 715' 17 125 95' 1V 105' 11' 115' 17 12.5' 1 1V 05 1' 11' 11.5' 1Y 125' 13' 13 ITY OF LA QUINTA TABLE 24 Post Requirements for Freestanding Structures or Multispan A d Str FREESTANDING AND MULTISPAN UNITS USE TABLE 24 Post Description Maxus Max 10. USE THE APPROPRIATE DETAILS (1.1-1.29). DETAILS MAY REQUIRE POST TO UPGRADED. Footi ; Height FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEA 0.041'ka!Ia' Steel Clover d= 9' SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING 0.041")x' 2'3" Steel Clover 1" B 311Bk3'k3" Steel Square - 30" 17 Steel uare d= 32° LR3/7fik3k3 3M6 35" 117 3116"x3'k3' Steel a141" 37" 3H6'k4'k4"Stee a 1S3116'k5'k5"Stee S 46" 1SIT 8. 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 FREESTANDING AND MULTISPAN UNITS USE TABLE 24 28921 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 THEA 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 earlpi tnam0comeast.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 Page 11 of 66 SAFETY DEPT, OVED TRUCTION 3Y 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" S.- .. LIVE 20" 10'-4" 10'-4" 10'-4" 10'-0" 20 16" 12'-9" 12'-8" 12•-0" 11'_4« LIVE 12" > 15'-0" 14'-9" 13'-11- 13'4" 20 24" 4'4" 4'-4" 4-411 W -4 - LIVE 20" 5'-2" V-2" 5'-2" 5'-2" L20 16" V-6" 6'-8" 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- 60 16" 6'-2" V-7' V-2" W-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" 7-1" 2'-1" 2'-111 16" 2'-7" 2'-T' 21.7" 2'-7" 12" T-5" 1 3'-5" T-5" T-5" IMDLC 1.1 n mn".,M.,a aoG" D.ftor IRAI.M. and 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" 14 _2" 6'-9" LIVE 20- 7'-9" 7'-9" 7'-9" T-9" 20 16" 91_1« 9._1" 9._1" 91_1« LIVE 12" IVA" 111.111 11'-t" 111.1" 20 24" T-10" V-10" T-10" T-10" LIVE 20" 4'-6" 4'-6". 4'-6" 4'-6" L20 16" 5 '-5" -5 5'" 5'-5" 5'-5" 12- V-9" V-9" V-9- V-9" 25 24" 3'-8" T-8" 3'-8" " 37-8- 20" 4'-3" 4'-3" 41.3" 41_3« 60 16" 5'-2" 5'-2- 5'-2" ` 5'-2" 12" 6'-6" I V-6" V-6" I. 6'-B" - 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" 518" 5._811 51.8« 5.-8" 40 24" 2'-5" 7-5" 2'-5" 2'-5" 20" 2'-10" 2'-10" 2'-10" 2'-10" 16" 3'-6" 3'-6" 3'-6" 3'-6" 12" 4'-5" 4'-5- 4'-5". 4'-5" 60 24" 11_7• 11-7" 1'-7" 1'-7" 20" V-11" 11--7".111:41. '-11" 1'-11" 1'-11" 16" 2'-5" .2'-5" 2'-5' 2'-5" 12" 3-1" T -i" T-1" 3'-1" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24" 14,_8'. 14'_8" 14 _2" 13'-B" LVE 20" 16'-1" 16'-1" 119'-11" 15'-6" 14'-10" 20 16" 17'-11" 17'-11" 1T-4" 16'-6" LIVE 12" 20'-6" 20'-6" 16'-0" 19'-0" 20 24" 7'-5" T-5" 7'-5" T-5" LIVE 20" V-11" V-11" 8'_11« 8'_11" L20 16" 11'-1" 11'-1" I VA" 11'-1" 12" 14'-8" 14'-8" 14'-8" 1 14'-8" 25 24" 7'-1" r_1'• r_1« T_1" 20" 8'-6" 8'-6" 8'-6" 8'-6" 60 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" 16" 8'-10" 8'-10" 8'-10" 8'-10" 12" 11'-9" 11'_9" 11•_9« 11•_9« 40 24" 4'-511 " 4'-5" 4'-5" 4'-5" ' 20" 5. 5.�« 5.-4« 5'-4- 16" V-8" V-8" 6'-8" V-8" 12" V-10" V-10" 8'_10« 8•_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'-11" 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 s in 115 130 115 120 10 24" 10'-3" 10'-0" 10'-3" 10'-3" LIVE 20" 11'-T' 11'-7" 11'-7- 11'-7" 20 16" 13'-5" 13'-5" 13'-5" 13'-5" LIVE 12" IV- 16'-0" 16'-0" 16'-0" 20 24" 6'-1" V-1" 6'-1" V -1 - LIVE 20" T-0" T-0" T-0" 7--0- L20 IV, 81-4" 61-4" 8'-4"8 -1« 12" 10'-3" 10'-3" 10'-3" 10'-3" 25 24- V-10" V-10" 5'-10" 5'-10" M. 13._91 V-9« V-9« V-9« 60 16" V-0" V-0" V -T V-0-- -0"12"9'-'11" 12" 91-1.1" 9'-11" 9'-11" 9'-11" 30 24" 5'-0" 5'-011 5'-0" 5'-011 20" 5-10" 5'-10" 5'-10" V-10" 16" 7'-0" r-0" r-0" r-0" 12.1 81-8" 8._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 - IV' 5'-7" 5'-7" 5'-7" T-7' 12" 7'-0" r -o" T-0" r-0" 60 24" 2-9" 21_9« 2'-9" 21.9« 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- 1-.- ..V ICC ESR1398 (2012 IBC) 9/29/2013 1^0L& 1.1 n nI n"..rn1.,a coa" Deftnr M-1. Rnonl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24" 18'-2"18'-2" 16'_1" 18'-2" 1T-7" LIVE 20" 19'-10" 19'-10" 19'4" 19'-0" 20 16" 22'-1" 21'-8" 21'-0" 20'-5" LIVE 12" 25-3" 23'-8" 22'-11" 22'-3" 20 24" 11'-3" 11'-3" 11-3" 11'-3" LIVE 20" 13'-5" 13'-5" 13'-5" 13'-5" L20 16" 15'-10" 15'-10"115--10.' 12'-2" 15'-10" 12" 18'-2" 18'-2" 118'-i 13'_1« 18'-2" 25 24" 10'-8" 10'-8" 10'-8" 10'-8" 20" 12'-9" 12'-9" 12'-9" 12'-9" 60 16" 15'-6" 15'-6" 15'-6" 15-6" 12" 17'-9" 1T-9" 17'-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" 16'-3" 16'-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'-0" 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'-5" 5-5" 16„ 8._9« 81_9" V-9'61.9" 4'-11" 12" 8'-11" V-11" 8'-11" 8'-11,1 A AA -•4,14h ,a" D,aor JSinnlo Q-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" 18•_1" 18'_1" 17'_9" 16'_11" 20 24" 21'-0" 21'-0" 20'-5" 19'-6" LIVE 16" 25'-4" 25'4" 24'-9" 23'-8" 25 36" V-2" V-2" V-21' V-2" LIVE 32" 9'-2" 9 '-2" 9' -2" 9'-2" L20 24" 12'-2" 12'-2" 12'-2" 12'-2" 16" 13,_1" 13'_1« 13'_1« 13'_1" 25 36" T-10" T-10" T-10" r-10" 32" 8'-9" 8'-9" V-9" 8'-9" 60 24" 11'-7" 11'-7" 11'-T' 11'-7" 16" 1 T-3" 17'-3" 17--3- 17'-3" 30 36" 6'-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'-0" T-4" 7'-4" 7'-4" 16" 10'-11" 10'-11" 101-11".101-11" 9 -8 60 36" 3'-3" T-3" T-3" T-3" 32« 31-0" 31.8.1 T -S" 31_13" 24" 4'-11" 4'-11" 4'-11" 4'-11" 16" 7'-4" r4« 71-4" 714" 3"x3" RanPr 06" ole /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" LIVE 0.040" 14'-6" 14'-6" 14'-6" 14'-6" 30 0.024" r4" 7'4" T-4" 7-4- 0.040" 13,_1" 13'_1« 13'_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" 11'-011 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" Rafler 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" 13'-9" 13'-9" 13'-9" 13'-9" LIVE 20" 15'-5" 15'-5" 15'-5" 15'-5" 16" 17'-9" 171.9« 17'-9" 171_91. 12" 20'-11" 20'-11." 20'-11" 20'-11" 20 24" 8'-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" 131_9« 13'_9« 131.9" 25 24" V-2" V-2« V-2« V-2" 20" W-4" 9'4« 9.-4« 9--4" 16" 11'-011 11'-0" 11'-0" 11'-0" 12" 13'-4" 13'-4" 13'4" 13'-4" 30 24" 7'-1" 7'-1" T-1- T-1" 20" 8'-2" 8'-2" 8'-2- 81_2" 16" 91-0« 9'-8"-8' T-11" 91.8« 12 10'-9" 11'-10" 11'-10" 11'-10" 40 24" 5-0« 51-011 51$" 51-0« 2011 V-7" V-7" V-7- V-7-- -7"16" 16" T-10" T-10" 7'-10" 7'-10" 12" 9.-0« W-8" 9--8' 9 -8 60 24" 4'-0" 4'-0" 4'-0" 4'-0" 20" 4.-0« 41_S" 4'-0« 4.-0« 1 B" 51-8" 51-8" 5'-8" 5'-8" 12" T-1" T-1" 7'-1" 7•_111 IMDLC 1.0 Page 6 of 66 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 36"11'-8" 11'-8" 11'-8" 11'-8" LIVE 32" 121-0« 121_8.1 12.8" 12'_8" 24" 15'-4" 15'4" 15'-4" 15'-4" 16" 19'-6" 19'-611 181.8« 191.6« 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" 91_5« 91.511 16" 12'-8" 12'-6" 12'-8" 12'-8" 25 36" 6'-7- . V-7" V-7" V-7" 32" T-3" 7'-3" T-0" r-3" 24" 91_1" S'A" 9._11. 91.1" 16" 12'-2" 12'-211 121.2« 121.2" 30. 36" 5'-8" V-8" 5'-8" 5'-8" 32" V-3" V-3« 61-3« V-3« 24" r-11" 7'-11". T-11" T-11" 16" 10'-9" 10'-9" 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" 8'-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" 4'13" 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 C68 15 3'X8' ALUM HEADER A& - RAFTER / / I :l is 7ti7 '1ID1 ,�.% I(CLEAR SPAN) DOUBLE ALUM HEADER OR MORE SPANS IAMCE STRUCTURE DOUBLE STEEL C BEAM x6.625", 3'xB' OR 3"x3" ALUM. RAFTERS 'ice/ �`j♦i♦�i( LATTICE OVERHANG 36' 14Ai 'ice i ``��� `��24' MAX FOR 30 PSF SN13W RAFTEROVERHANGLOAD OR HIGHER T -p 0!,4-.nr Ir ;rr it • r r n r yl ❑'HANG—� PROVIDE I AIN MULTISPAN UNITS REFER TO GENERAL NOTE 22. • CLEARSPAN LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR '�ptb POST HT. HIGHER 1 3'x 8'x 12 or 16 GA STEEL 'C' BEAM FOR BEAM WRAP DETAIL, Qp, DETAIL 118% ATTACHMENT TO MIN 4' MIN 3.5' CONCRETE SLAB RE6T'Df �J CONCRETE SLAB W/O FOOTINGS W/ CONSTRAINED FOOTINGS c�G� MAY BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZE W SEE SCHEDULE DETAIL L29 ONLY �y ,dam SEE SCHEDU�' 100% OF PEVV FASCIA 2'x6.625', 3'x8' OR 3'x3' ALUM RAFTERS H MAX. PANEL LATTICE: — SS� G121 HANG SEE DETAIL SEE SCHEDULE FOR FOOTING SIZE ' 'd VERHANG MIN 3.5' CONCRETE SLAB REWD W/ CONSTRAINED FOOTINGS FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR1398 (2012 IBC) 9129/2013 TRIBUTARY WIDTH (TW) DIAGRAM TW Page 5 of 66 MIN 3.5' CONCRETE SLAB\ REO'D W/ CONSTRAINED FOOTINGS SING F SPAN FREESTANDING IATnCE STRUCTURE ik PAR 11-010--', OCT 02 2013 ENGINEERS STAMP '�UI TY DN. VVE® UCTION OF CLEAR SPAN 10 yIF4 Amerimax2l!1.21 US Hwy 74 EXTERIOR HOME PR000CTS Romoland,CA 92585 — -,-CMP NONE aR,?� rRAWING nNnrt RADT'(ON�UCTURAL 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 i/Y RA M LATTICE TUBES O 151x1.5' e3' o/c 2'x2' e4o/c 3'x3' e6' o/c DETAIL L4 At8' IM 2'X3' e5' o% r LATTICE 3105 H24 ALUM ALLOY " ----'% JUN 02 2015 Lo 681 9 6130 17 SEE TABLE 7.6 FOR REQUIRED FASTENERS TWO #8 SMS EACH SIDE THREE #8 SNS 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 & S(DEPLATES t4 Po5T/RAFTER/LAmCE TUBE 6 LATTICE TO (3004-H34 ALUM. ALLOY) (3004-H34 ALUM. ALLOY) RAFTER CONN. LArncE RAFTER TO HEADER CONTINUOUS 2"x6' OR 2x8' R%LUM. RAFTER 1 7 8' CONNECTION DOUGLAS FIR LEDGER OR t, y BRACKETS PROVIDE SIMPSON STRONG '1 6063T6 TIE MSTA36 (ICC ESR 2105) AT ALUM ALLOY SPLICE LOCATION 3.0 t=0.060' COVER W10.019' ALUMINUM 0.72 _1.5610,72 • ti 1/4' LAG SCREW OR . --� 0.93 �-- BRACKET USED W/ 3'x8' #14 SCREW W/ 2.5' EMBED INTO WOOD 0'72 ' TERS 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 0'72 2-_�1S4�X 1 DETAIL L7) 0.17 Li0 TERNATE RAFTER TO WALL CONN. —A t= 0.030' ALUMLUM- 3' x 3' ICTAL POST Allowable Trib Width Wind No. of #8 Screw s Speed t(m) Header 2 3 4 5 #14 SCREWS W/ 25' OFLl 0.040 Double 2x6 11' 15 UNITS MUST COMPY WITH TABLES Ll AND L2 ON SHEET A-653 Fy=40 KSI STEEL) D 3/e'xY Ex81'OIENT 0.042 0.042 x3'xV' 6' 9' 12' IF 0.042 Double 3x8 12' 15' D1kQM FIR E140rrph 0.040 Double 2x6 9' 13' 1S ATTACHED STRUCTURE POST TO DECK FLOOR JOIST 0.042 0.04Yx3'xB" 5' T 9' 17 0.042 Double 3x8 9' 14' 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' Steel - 1b' Exp C 16G rrin Double Steel C 15' 170 mph 16G nin 8' Steel C 11' 1 S' 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 0'72 2-_�1S4�X 1 DETAIL L7) 0.17 Li0 TERNATE RAFTER TO WALL CONN. —A t= 0.030' ALUMLUM- 3' x 3' ICTAL POST = 0.040' ALUM Seam DETAIL LO SEE GENERAL NOTE #19 AND 114- bolts #14 SCREWS W/ 25' OFLl LATTICE NOTE #3 L13 EftarT 914SO TTWL3, UNITS MUST COMPY WITH TABLES Ll AND L2 ON SHEET A-653 Fy=40 KSI STEEL) D 3/e'xY Ex81'OIENT 8 RAFTER BRACKET /FpD5%NS DETAIL L7 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 SEE • I ter• SEE GENERAL NOTE #23 �— 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 L- 1.92" FOR 2' X 8 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 POST ' ALUM RAFTERS = 0.040' ALUM Seam = 0A41' STEEL SIX U4' LAG SCREWS CR 114- bolts #14 SCREWS W/ 25' OFLl 1 3" ALTERNATE POST PENETRATION INTO WALL STUD W/ MIN SG = 05 (3105 R25 ALUM. ALLOY OR 12G Steel 3x8 A-653 Fy=40 KSI STEEL) z■ X OR ALUM 8 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 L- 1.92" FOR 2' X 8 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 POST ' ALUM RAFTERS 'A' 0 0 .Br DOUBLE HEADER o 0A401X2'X6A25' OR 0.042'X3'X8' 0,041'x3'x3' STEEL POST POUR 911 611C,- L12 EACH SIDE NOTEr SEE SHEET MISC5n 13R MISCSb FOR MOMENT CONNECTION SPECS ILIT Amenmax28921 US Hwy 74 EXTERIOR HOME P R -O D U C:T 5 Romofand, CA 9258 CA1-1F BEJ/CP OCT 02 2013 NTS Comp nent arts & onnec on a s For tio & Commercial Lattice Structure: Engineers Stamp FLW LT01-2012 1-1 of. -4.- 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 911 611C,- L12 EACH SIDE NOTEr SEE SHEET MISC5n 13R MISCSb FOR MOMENT CONNECTION SPECS ILIT Amenmax28921 US Hwy 74 EXTERIOR HOME P R -O D U C:T 5 Romofand, CA 9258 CA1-1F BEJ/CP OCT 02 2013 NTS Comp nent arts & onnec on a s For tio & Commercial Lattice Structure: Engineers Stamp FLW LT01-2012 1-1 of. -4.- 1 Amir: rnucR -1 n PnCT sPAPINr-S cnR PAT70 AND COMMERCIAL COVERS HIGH WIND AREA! -11111111 1111-- TABLE 3.5 16 Ga 3"x8" Steel C Beam (Detail L18) 12 Ga 3'x8" Steel C Beam (Detail L18) Double 12 Ga 3'k8" Steel C Detail L8) •2D -11r•.. Aft3ched single Freestanding or 32 pa Freestanding m D wired shot Freestanding or 36 37 span structure Mullispan Units 38 re Multispan Units 39 s s1 uWue Multis an Units GROUND TRIS MAX POST MAXIMINFOOTER 33 33 MAX POST LENGTH MAXMAX 36 36 POST LENGTH MAX 371' E MAXPOSTLENGTH SNOW NOTH POST 32 POST 114' A 171-10 D 5MNFOOTER 33 33 MIN F 37 LOAD (FT) SPACING FOR SPA N 40 40 CONS174AI1NEDI O SPAQ 63 IZE CONSTRAINED FOO SVACING POST SIZE CON57RAI1NEDFOO(PSF) 33 24-71 ON SLAB SLAB (FT) 37 'd 'd 'd (FT) 40 d 'd 'd 'd (FT) TYPE 'd 'd W(FT) A 15-1' 0 33 33 33 (in) CW M) 38 38 in) Cm) Cm Ifni W-9' F Cm) 9n1 On) (m) 10 •^5-••1 13-T •�_A A •2D -11r•.. C -32 32 -34 26-5' D 35 35 36 37 33'+1' E 38 38 38 39 LIVE S.5 174' A 18'-11" C 33 33 33 25-i E 36 36 36 38 371' E 39 39 39 40 32 6 114' A 171-10 D 33 33 33 24.10 E 37 37 37 39 31'-0' E 40 40 40 41 31 63 163" A 15.11' D 33 33 33 24-71 E 37 37 37 40 30••6' F 40 40 40 42 32 7 9$ A 15-1' 0 33 33 33 23'-7' E 38 38 38 40 W-9' F 41 41 41 42 G 7.5 9-1' A 154' 0 34 34 34 23'-1' E 39 39 39 41 29'-1' F 42 42 42 43 27-11' 6 6i' A 14'-8' D 34 34 34 778 E 39 39 39 42 28'-5' F 42 42 42 44 30 8.5 5-0' A 14'-0' D 34 34 34 21'-9' E 39 39 39 42 271.11' F 43 43 43 44 29 9 TS A 131-6' D 34 34 34 21'.2' E 40 40 40 43 271-4' F 43 43 43 45 29 95 T -Y A . 13'-0' D 34 34 34 20'-7' F 40 40 40 43 25.10' F 44 M 44 45 29 10 6.9' A 174' D 35 35 35 20'-0- F 41 41 41 43 26.5' F 44 44 44 46 F 103 6.5" A 17-1' D 35 35 35 194' F 41 41 41 44 26-0' F 45 45 45 46 11'-11' 11 61-Y A 1117' D 35 35 35 16-i' F 41 41 41 44 26'-7' F 45 45 45 47 11.5 5111' A 11=1' D 35 35 35 16.7' F 41 41 41 44 25'-2' F 46 46 46 47 170 MPH EXPOSURE 12 5'-0" A 10,r D 35 35 35 16-2' F 42 42 42 37 24'-10 F 46 46 46 40 4D 13 V -Y A 9-10' D 35 35 35 1716' F 42 42 42 30 24.2' F 47 47 47 41 t 0 --------1111'-- 5 13'-7' A ----------------- 18'-10 D 33 33 34 GROUND TRIG MAX POST 2110 D 37 37 37 LOAD SPACIN FOR W-11' E 39 39 39 LIVE 53 174' A 171.10 C 33 33 34 26 259'. E 38 38 38 29 31r-11' E 40 40 40 32 6 114' A 16'-111 C 34 34 34 23 260 E 39 39 39 28 3N-0' E 41 41 41 31 6.5 10'4' A 16'-2* D 34 34 34 22 2.541 E 40 40 40 25 W -Y E 42 42 42 32 7 9'-8' A 15'-5" D 34 34 34 E 24=9' E 40 40 40 F 26.6' F 42 42 42 G 73 9-1" A 14'-10 D 35 35 35 T -Y 24'-2' E 41 41 41 14'-11' 271-70 F 43 43 43 27-11' B 6' 0' A 14'1' D 35 35 35 A Vr-' E 42 42 42 26 2711' F 44 44 44 30 83 64Y A 13'-9' 0 35 35 35 7-10 23'-2' F 42 42 42 24 264' F 44 44 44 29 9 TS A 111' 0 36 36 36 9 27-9' F 43 43 43 22 26-2' F 45 45 45 29 9.5 T -Y A 17.10 D 36 36 36 22'-Y F 43 43 43 22 25'-9' F 45 45 45 29 10 6-9' A 174' D 36 36 36 21'8 F 43 43 43 E 25'-4' F 46 48 46 F 10.5 V.S. A 17-1' D 36 36 36 2'-10 F 44 44 44 S-7 24'-11' F 46 46 46 11'-11' 11 6=2' A 11'-7' D 36 38 36 3636 2W-3- F 44 44 44 24'-6' F 47 47 47 11.5 1 5.11' 1 A it' -1' D 36 36 36 17A` F 44 44 44 24-2' F 47 47 47 170 MPH EXPOSURE C or 180 MPH EXPOSURES 10 5 13'7' A Ir -w B 33 33 35 241' D 37 37 37 30'-7' E 40 40 4D LIVE 53 174' A i6' -T B 34 34 34 ZT-6' D 38 30 36 29'-0' E 41 41 41 6 11'-4' A 15'-9' C 34 34 34 27.10 D 39 39 39 26-10 E 42 42 42 63 10'S' A 151-0' C 35 35 - 35 21'-11' E 39 39 39 26.1' E 43 43 43 7 9.8'. A 144' C 35 35 35 21'-1' E 40 40 40 2714' E 43 43 43 73 9.1" A 13'-9' C 35 35 35 204' E 40 40 4D W-9" F 44 44 44 8 64' A 13'-Y D 36 36 36 lw-w E 41 41 41 26.2' F 45 45 45 83 6.0' A 17.9' 0 36 36 36 IV -1' E 41 41 41 251-0' F 45 45 45 9 71.8' A 171' D 36 36 3G 18'4' E 41 41 41 25'-Y F 46 46 46 9.5 T -Y A 1 t'-10 0 36 36 36 18'-0' E 42 42 42 24'-9' F 46 46 46 10 &-a. A W -r' D 37 37 37 ITS' E 42 42 42 241' F 47 47 47 10.5 63' A 11-1" D 37 37 37 171-1' E 43: 43 43r 23'-11' F 40 48 48 11 6.2' A 17.9' D 37 37 37 16-0' E 43 43 . 43 - 23'4' F 48 48 48 - 113 5-11' A 17-1' D 37 37 37 1", E 43 43 43 23'-Y F 49 49 49 12 6-0" A 1P -Y D 37 37 37 15'-11" E 43 43 43 27-t0 F 49 49 19 GENERAL INSTRUCTIONS 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 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 ICC ESR1398 (2012 IBC) 9/29/2013 30 16 Ga 3"Ar Steel C Beam (Detail LIB) 12 Ga 3"W' Steel C Beam (Detail 18) Double 12 Ga 3'X8" Steel C (Detail 1-8) TABLE 3 d+edswge Freestanding or AftfidledSingle Freestanding or AftWWcliee single Freestanding or • Z5 Span Structure Multispan Units span structure IMultispan Units spm+ Structure Mullis an Units GROUND TRIG MAX POST MAX MAX POST LENGTH MAXMAX POST LENGTH MAX MAX POST LENGTH SNOW Yds 27 POST MIN LOAD SPACIN FOR SPACINGPOST SIZE CONSTWUNEDI OOTER SPACI OST SUE CONSTRAIN®7005 POST SIZE CONS11tAlINED FOO (PSF) ONS SLAB (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd 'd 'd 'd (F7) TYPE 'd "d "d 'd lFT) M1 (in) 8n) M1 M1 (in) (in) (m) On) (m) 0n) 30 11- S ,n 4=10* A 1D'-0' E •••,72_ • Z5 24 26 28 194' F 27 27 3D 32 W-3- F 30 30 32 34 1 53 44' A 9'-0 E 22 23 26 25 18'-2' F 28 28 29 31 2S-5" G 31 31 32 34 6• 641-0 4'4Y A 8'-11' E 22 23 26 27 171.3' F 25 28 29 31 24-0" G 31 31 31 33 T 6.5 3'-0" A 9-3"S E 22 22 25 27 154'F F 25 28 29 31 24.0' G 32 32 32 33 7 T -V A 714- E 22 22 25 27 I& -w F 28 26 29 30 2T.5" G 33 33 33 33 73 3'-2' A T -Y 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 13'-9' ' F 29 29 29 30 27-0' G 34 34U3.! 38 34 9 7.8' A 6-0' E 22 22 24 26 IT -3' F 29 29 29 30 21'-7' G 34 345 38 1 38 I4' A 58 E 22 22 24 2B 17-9' F 29 29 29 29 21'-Y G 3S35351D 78 A 58 E 22 22 24 26 174' F 3D 30 30 30 20'-10 G 35 3535 105 71"A S-7 E 72 22 25 27 11'-11' F 30 3D 30 30 2Vfi' G 36 3636 30 5 n 4'-10 A 10'-8' ". ,E ••Y • Z5 25A 29 31 194" F 30 30 32 34 261' F 34 34 34 37 1 53 44' A 6=9' E 25 25 28 30 .IW-- F 31 31 32 34 214' 0 34 34 34 36 6• 6 4'4Y A 6-11' E 25 25 28 30 171.3' F 31 31 31 34 24'-8- G 35 35 35 36 T 68 3'4' A 8'1' E 25 2S 27 29 16-5' F 31 31 31 33 24'8 G 36 36 36 36 7 T-5' A T-0' E 25 25 27 29 151-8' F 32 32 32 33 23'8 G 36 36 36 36 73 T-2' A T -Y E 25 25 27 29 14'-11' F 32 32 32 33 27-11' G 37 37 37 37 8 3'4T A 69' E 25 25 26 28 14'4" F 32 32 32 32 278 G 37 37 37 37 89 7-10 A 64' E 25 25 26 28 131.5 F 32 32 32 32 72'-0" G 38 38 38 38 B 1 7-0' A 6-0' E 25 25 26 28 IT -3- F 1 33 33 33 1 33 1 21.7` G 1 38 38 38 1 38 OVER- HANG Post Description Max POST H t Code TABLE32 TRIBUTARYYADTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES 1771 0.D42"lZ%8"Aluminum Post 10' B L1 6 9• 10 11' 17 13' 14' 15' 16 Ir 15' 19 20' 21' 27 0 4' 4S 1 5.5 6 6.S 7' 73' Ir 0.S 0 9S IV 103' 11' 1' 4S 5' 5S 6 69 T 73' 6 as 9' 9.5 10' IGS' 11' 11.51 7 5' 5S 6• 6.5' T 7N 6 0.5' 9 9.5 1D 10.5' 11' 11.5' 17 3' 55 6 6S T 7S 6 as 9 9.5' 10 1D3' 11' 113' 17 12.5' 4' 6 6S T >3' 8' 8.5' 6 9S 10' 103' 11" 113' 17 123' 13' S 6.S T 7.5' 6 8.5' 9 9.5' 10 10.6 11' 11.5' 17 12.5 13' 133' TABLE 3.3 Post Requirements for Attached Single SP an Structures Post Description Max POST H t Code Detail 0.D42"lZ%8"Aluminum Post 10' B L1 0.024"4NWPostwith Side tat IV B L24 Clover 0.030TcY`XW Alum 11' C L11 Clover 0.040k3'k3"Alum 11' D L11 Colonial 0.062" Extruded 17 E AE 0.041'kXYTX3" Steel Clover 11' F 1-11 D.0411x3'k3" Steel Clover B G 1-11 3/16"x3"x3' Steel Square 15. H L21 3/16'k3'X3' Steel Square 17 I L21 3116'k4"x4" Steel Square 15 J L21 3116'k5'k5" Steel Square Is K I L21 TABLE 3A Post Requirements for TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT 1S NOT SUFFICIENT Freestanding StfuetUMS or MLddspan Attached 5tru Post Description Maximum Max I P ST 10. USE THE APPROPRIATE DETAILS (1-1429). DETAILS MAY REQUIRE POST TO UPGRADED. Footiod Heigh CPae De 0.D41"X31X3" Steel Clover d- 0" 9 1 0.041'k3'k3" Steel Clover 21' 8' 1 3116'k3"x3" Steel L re W. 12' C 1 3f16'k39c3" Steel a d= 32" 8 F L21 31167 c6"x3" Steel S ware d 35" 15' F -j-M�X3/16'k3"x3" Steel re d= 37" 17 E3/16"x4'k4" Steel re d= 41" 15 G3116 k5 k5"Steel are d= 46 15 1 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 Horne FREESTANDING AND'MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy 74 9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romotand, CA 92585 10. USE THE APPROPRIATE DETAILS (1-1429). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES 1-7 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@comcasLnel 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 Page 17 of 66 PU JUN 02 2015 OF LA QUINTA VG & SAFETY DEPT. 'PROVED CONSTRUCTION OCT 02 2013