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BPAT2016-005655415 Medallist Dr BPAT2016-0056 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 4.4 Qumz COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BPAT2016-0056 Property Address: 55415 MEDALLIST DR APN: 767510006 Application Description: CASTLES / (2) ALUMAWOOD PATIO COVERS W/ CMU COLUMNS Property Zoning: -- ' Application Valuation: $2,000.00 Applicant: c COMMON GROUND CONCRETE BREAKING INC DBA UN 2U16 72877 DIANAH SHORE STE 103-172 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 7774153 Date: • 6/1.7/2016 Owner: DUANE & LORI CASTLES 55415 MEDALLIST DR LA QUINTA, CA 92253 Contractor: COMMON GROUND CONCRETE BREAKING INC DBA 72877 DIANAH SHORE STE 103 172 RANCHO MIRAGE, CA 92270 CITY OF LA TA 'RANCHO MIRAGE, CA 92270 LWMUNITY DEVELOPMENT DEPARTMENT (760)799-9174 LIc.. No.: 745278 LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION . I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, _ I have and will maintain a certificate'of consent to self -insure for workers' and my License is in full force and effect. compensation, as'provided for by Section 3700 of the Labor Code, for the performance License Class: D06, C53, C27 License No.: 745278' of the work for which this permit is issued. ) • I have and will maintain workers' compensation insurance, as required by Date: J ` / 7 — Contracto Section 3700 of the Labor Code, for the performance of the work for which this permit Y1- d r is issued. My workers' compensation insurance carrier and policy number are: OWNER -BUILDER DECLARATIONn Carrier: Policy Number: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code:.Any shall no ploy any person in any'rranner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair compensation laws of California, and agree that, if I should become subject to the any structure, prior to its issuance, also requires the applicant for the permit to file a workers' compensation provisions'of Section 3700 of the labor CodeAshall forthwith signed statement that he or she is licensed pursuant to the provisions of the comply with those provisions. 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 Date: ( % — Applicant: basis for the alleged exemption. Any violation of Section 7031:5 by any applicant fora > f permit subjects the.applicant to a civil penalty of not more than five hundred dollars WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, ($500).: AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL -FINES UP TO ( I, as ownerof the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF compensation, will do the work, and the structure is not intended or offered for sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, •- (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES., 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 APPLICANT • ACKNOWLEDGEMENT are not intended or offered for sale. If, however, the building or, improvement is sold IMPORTANT: Application is hereby made to the Building Official for a permit subject to within one year of completion, the owner-builder.will have the burden of proving that the conditions and restrictions set forth on.this application. he or she did.notbuild or improve for the purpose of sale.). 1. Each person upon whose behalf this" application.is made, each person at whose (_) 1, as owner of the property, am exclusively contracting with licensed contractors request and for Whose benefit work is performed under or pursuant to any permit to construct the project -.(Sec. 7044, Business and Professions Code: The Contractors' issued as a result of this application , the owner, and the applicant, each agrees.to, and: State License.Law does not apply to an owner of property who builds or improves shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and thereon; and who contracts for the projects with a contractor(s) licensed pursuant to employees for any act or omission related to the work being performed under or the Contractors' State License Law.). following issuance of this permit. ( I am exempt under Sec. B.&P.C. for this reason 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 cancellation. Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: 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 representatives of this city to enter upon the-.. above-mentioned property,for inspection purposes. Date: 4-1 Signature (Applicant or Age FINANCIAL ' + °DESCRIPTION g y�,- ACCOUNT =a. +QTYg: k° AMOUNT.: PAIDn ;.0 PAID DATE`' i BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 6/17/16 PAID BY ., x e?�-� 'METHOD # # ' Fs CHECK # -i= CLTD'BY; x, 4, .':RECEIP 4 "� COMMON GROUND CONCRETE BREAKIN CHECK ' R16414 2304 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 . Y4 ?"DESCRIPTION :�" prE 4 : ACCOUNT :: QTY AMOUNT .. PAI D,-,4; PAID:DATE' F> y PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $97.17 6/17/16 PAID E `:RECEIPT#' CHECK# 'CLTDBYF=: � COMMON GROUND CONCRETE BREAKIN CHECK R16414 .2304 RSE ,r �° 8w-' DESCRIPTION 54, ACCOUNT,` TY AMOUNT F -1 - PAID' �'� PAID<DATE . r .. ,. t - �. � , , _.. yrs' c f s PATIO COVER, STD, OPEN PC 101-0000-42600 0 $95.72 .$95.72 6/17/16 w PAtD,BY z - "tet. METHOD n'$ _ 'RECEIPT,# ' CHECK # CLTD BY:` 64, * COMMON GROUND CONCRETE BREAKIN CHECK R16414 2304 RSE Total Paid for PATIO COVER/ COVERED PORCH/ LATTICE: '. $192.89 $192.89 rOESCf1PTION AMOUNTq. E ; PAI ::PAI DATE:: DATE: „ : }NOUNT SMI - RESIDENTIAL 101-0000-20308 0 , $0.50 $0.50 6/17/16 ° PAID BY r METHOD' ` RECEIPT # M CHECK #p CLTD BY<V ,# 4 COMMON GROUND CONCRETE BREAKIN CHECK R16414 2304 RSE Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0:50 $0.50 " TOTALS: Description: CASTLES / (2) ALUMAWOOD PATIO COVERS W/ CMU COLUMNS Type: PATIO COVER Subtype: SPECIAL/ENGINEERED Status: APPROVED Applied: 6/8%2016 MFA • ' DESIGN - OPEN/ENCLOSED.. Approved: 6/15/2016JFU Parcel No: 767510006 Site Addcess:.55415 MEDALLIST DR LA QUINTA;CA 92253. Subdivision: TR 29657. Block:," ',Lot: 6 Issued: Lot Scl Ft:.O Building Scl Ft: 0 Zoning: t Finaled: Valuation: $2,000.00 Occupancy Type: Construction Type:. Expired: . No. Buildings:.0 No. Stories: 0 No. Unites: 0 . . " Details: (2) PRE-ENGINEERED ALUMAWOOD PATIO COVER STRUCTURES AT REAR YARD. TO BE CONSTRUCTED IN CONJUNCTION WITH POOL REMODEL PER SEPARATE PERMIT (BPOL2016-0087). ALUMAWOOD PATIO COVER POSTS WILL BE SURROUNDED. WITH A COLUMN OF 12"X12" CMU AND STONE VENEER. SPECIAL SITE-SPECIFIC ENGINEERING (DENISE POELTER ENGINEERING -SEE BPOL2016-0087). FOOTINGS FOR THE POSTSAND COLUMNS MUST BE BUILT PER THE SPECIFIC FOOTING DESIGN AS DETAILED IN THE ENGINEERING., ' PACKET. 2013 CALIORNIA BUILDING CODES., , e Oa , CHRONOLOGY TYPE:, STAFF NAME - ° -: ACTION DATE;; COMPLETION DATE>3 _. NOTES' -' Af)rnTIANAI SITES e Oa , CHRONOLOGY TYPE:, STAFF NAME - ° -: ACTION DATE;; COMPLETION DATE>3 _. NOTES' -' PERMITS BPAT2016-0056 (THIS PERMIT) AND BPOL2016-0087 r ' HAVE THE SAME SITE PLAN. ONE PLAN SET WAS SUBMITTED, " BUT BASED ON THE SCOPE OF WORK,.IT WAS DETERMINED . - THAT TWO PERMITS WOULD BE REQUIRED --ONE FOR THE (2) PATIO COVERS AND ONE FOR THE POOL REMODEL W/ CMU NOTE "JAKE FUSON 6/15/2016' 6/15/2016 WORK. THE FRAMING PLAN AND ENGINEERING PACKET FOR - THE ALUMAWOOD PATIO COVERS WILL BE KEPT WITH THE PATIO COVER PERMIT (BPAT2016-0056) AND THE SITE PLAN AND SITE SPECIFIC ENGINEERING FOR.THE POOL AND CMU _ COLUMNS WILL BE KEPT WITH THE POOL PERMIT. ...FILED AT FRONT COUNTER IN POOL DRAWER.. PLAN CHECK SUBMITTAL: MARY FASANO ._ 6/8/2016 6/10/2016 RECEIVED Printed: Friday, lune 17, 2016 8:21:24 AM, 1 of 3 -° - SYSTE1dS TELEPHONE CALL- JAKE FUSON 6/1S/2016 6/15/2016 NOTIFIED KAREN SMITH THAT PLANS WERE APPROVED AND INFORMATION %i, -- TD; ..PERM.IT 'WAS READY TO ISSUE. AMOUNT PAID -DATE -.k CONDITIONS CH . . .... :NAME TYPE, ADDRESS1 %: CITY 7 STATE., ZIP APPLICANT COMMON GROUND CONCRETE 72877 DIANAH SHORE RANCHO CA 92270 BW SB1473 FEE 101-0000-203.06 0 BREAKING INC DBA STE 103-172 MIRAGE R16414 2304 CHECK CONTRACTOR COMMON GROUND CONCRETE 72877 DIANAH SHORE RANCHO -CA 92270 BREAKING INC DBA STE.103-172 MIRAGE' Total Paid for BUILDING STANDARDS ADMINISTRATION, OWNER DUANE & LORI CASTLES 55415.MEDALLIST DR LA QUINTA • CA 92253' Printed: Friday, June 17, 2016 8:21:24 AM 2of 3 CRWYSTEMS 'FINANCIAL INFORMATION %i, -- TD; OUNt. , 4 DESCRIPTION :, '4 ACCOUNT AMOUNT PAID -DATE -.k RECEIPT-# CH `M&HOD --; PAMBY, Z A 7, BW SB1473 FEE 101-0000-203.06 0 $1.00, $1.00 6/17/16 R16414 2304 CHECK CO , MMON GROUND RSE' CONCRETE BREAKIN Total Paid for BUILDING STANDARDS ADMINISTRATION, $1.00 $1.00 BSA: PATIO COVER, STD, 101-0000-42404 0 $97.17 $97.17 6/17/16 R16414 2304. 'CHECK COMMON GROUND RSE OPEN CONCRETE BREAKIN PATIO COVER, STD, COMMON GROUND 101-0000-42600 $95.72: $95.72 6/17/16 R16414 2304 • CHECK RSE OPEN PC •0 CONCRETE BREAKIN Total Paid for PATIO COVER COVERED PORCH LATTICE: $192.89 $192.89 'SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.50 6/17/16 R16414 2304 CHECK CO , MMON GROUND RSE CONCRETE BREAKIN Total Paid for STRONG MOTION INSTRUMENTATION SMI: -TOTALS. $0.50-, $0.50 . . . .. ........ Printed: Friday, June 17, 2016 8:21:24 AM 2of 3 CRWYSTEMS L REVIEWS RETURNED STATUS REMARKS REVIEW TYPE REVIEWER SEN' DATE 'DUE DATE . NOTES DATE IST BLDG NS (1 WK) JAKE FUSON 6/13/2016 6/14/2016 6/15/2016 APPROVED Printed: Friday, June 17, 2016 8:21:24 AM 3 of 3 ,. srs7cros COMMON GROUND SWIMMING POOLS RI 72.877 Dinah Shorn Dr. #103 Rancho Mirage, CA 92270 ..... .... ... E CD D JA_ E_o to Amerimax Exterior Home Products AlumawoodTM Patio Cover. Carport and Commercial Structure Ennineerinq 2012 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GENERAL NOTES r_ GN02-2012 + 4. 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS , pT .., - CITY OF QUINTA- 4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURE: BUILDING &SAFETY DEPT. . 4 PAGES, LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS AP P V L ; '4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS FOR CONSTRUCTION , . •: _. - 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES DATE6 BY LT02-2012 LT03-2012 LT04-2012 ' 2 PAGES v SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES s 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND A EAS 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTSppESSfp F ` NP02-2012 _ Q NP03-2012 NP04-2012 Fac/N p U G'. FU F -3 S• 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS 81 CD02-2012 CD03-2012 EXP. 012 7 t * C CD04-2012 ( : CAL1F ` CD05-2012 - CIVIL CD06-2012 - COCT 02 2013 CD07-2012 CD08-2012 ti UN 2015 CD09-2012 _ ' - September 29, 2013 10 PAGES Misc1a-2012 MISCELLANEOUS DETAILS Misc1b-2012 MISCELLANEOUS DETAILS , Misc2-2012 FAN BEAM DETAILS - Misc3-2012 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc4-2012 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 Misc7-2012 STRUCTURAL PROPERTIES OF, BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS Misc8-2012 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS - GENERAL NOTES: r.. (CONTINUED FROM SHEET NO- 1) 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD 818.6.1 AHD AND AF&PA NDS -05 11.1.4. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME 818.2.1 AND AF&PA NDS -0511.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1, TYPE A. ALL STEEL NUTS TO BE ASTM A563. THE MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. SCREWS AND BOLTS WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE -THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS U, AND X) MAY BE' LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR 1730, 2196 OR EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8=-1'6u,#10=e", #12 = i" AND #14 = J" OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11 r 15. -STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION #2 IN IBC SECTION 1505.2. . 17. STRUCTURES MAY BE ATTACHED TO SAVE OVERHANGS PER SCHEDULE. 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.7. 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED -TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION' UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED, CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 OR AL. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. BICC ESR1398 (2012 IBC) 9/29/2013 20. All structures must comply with one of the following: a. All structures with a roof snow load of 30 psf or less may, be built in Seismic Design Category (SDC) A -D up to the maximum Ss noted In General Note #3. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION 1403.2 (WALLS) AND/OR 1503 (ROOFS), WHICHEVER IS MORE APPROPRIATE. 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE LESS THAN 30' GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2012 THRU LT03-2012.) 1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS. 2. NOTE INTENTIONALLY LEFT BLANK. - 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY WITH TABLE L1 AND L2 ON SHEET M5. Page 3 of 66 I OCT 02 2013 ENGINEERS STAMP * EXP. 61 W , s' CIVIL Q Fns,... tiao \TU 022015 Ame n m ax- 2892, US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA92585 NONE INULOVRT GENERAL NOTES GN02-2012 n nr n tIGTH V I pF PROJECTION p"fes AROJECTION {ES. SEE 0 FASCIA lfQIE S0 SCNEDUIE FOR POSTS ALL POSTS TO BE 10076 100'A INSTALLED VMTICAILY. MAY HAVE MORE TITAN 2 POSTS (PER INTERMEDIATE BEAT!). MIN. S EDULE FOR MIN. j 000 40 •MIN. SLOPE 0.25' F7 D FASCIA MHN. LEN s FAS SEE 10 SM FASTEN CIA N0. pg AIULTISPAN FREESTANDING ATTACHMENT TD HIN 4A,fh COYER PANEL 4' CONCRETE SLAB HEAD MAX PANEL "7 FASCIA WAD A FMING NAY OVERRAN BE USED WHME !E HEADERMCOLi SEE SPACI G = 1 1/2' PANEL MAY OVERHANG 25X OF CLEARSPAN MAXIMUM VERTICAL PROVIDE 1 MIN 3.5' CONCRETE SLAB DRAIN REQ'D W/ CONSTRAINED •d 1 i _ . FOOTINGS y SEE SCHEDULE FOR FOOTING SIZE. SNUE SPAN ATTACHED STRUCRIRE DRAIN ROVIDE 1 1/2" M /14 I M MIN 3.5' CONCRETE SLAB REQ' 1 W/ CONSTRAINED FOOTINGS "d" " " MULTISPM ATTACHED CANTILFVFR0 STRUCTLIRE PATIO COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 15' HEIGHT, ICC ESR1398 (2012 IE3C) 9/29/2013 COVER PN t 1/2'0 STEEL u BAR (RE -BAR w x SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY HE/1DOI ST COLUMN VE RnCALLY JZ/Y MIN 3.5' CONCRETE SLAB RI W/ CONSTRAINED FOOTINGS .d - MIN 3S' CONCRETE SLAB REQ'D SEE SCHEDULE FOR _ W/ CONSTRAINED FOOTINGS FOOTING SIZE ' ' 'd "4 tC;.. FOR S PAACINNGG T 3/8'0 X 9' REMR SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY -gLa4DE 1 1/2-----, MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS PLACE 3/8'0 STI -(RE -BAR) --31e a s l EtAR (RE Ewt SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY Page 4 of 66 OCT 02 2013 ENGINEERS STAMP N 0 X SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY x MAX. O'HANG 25% OF POST SPACING SCHEDULE FOR SPACING MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS C 6p 3q I * EXP.6130I201r'` CIVIL P Amerimax213.21 US Hwy 74 EXTERIOR HOME PRODUCTS RomoIand, CA 92585 DRAWN Ur CMP SOLID PANEL STRUCTURAL NONE OrwPM NAME CONFIGURATIONS N M C01 —2012 1 OF 2 Fj - MIN 3.5' CONCRETE SLAB I REQ'D W/ CONSTRAINED I FOOTINGS :11 71I hl C POsr Hr. ATTACHMENT TO MIN 4' CONCRETE SLAB W/0 FOOTINGS MAY BE USED WHERE PERMITTED SEE SCHEDULE 1007. OF PROJt`''7 FASCIA 3x 8'x 12 or 16 GA. STEEL 'C' BEAM FOR BEAM WRAP DETAIL. DETAIL 'L18'. MIN 3.5' CONCRETE SLAB REUT W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE DETAIL L29 ONLY HE S MAX. L -COVER PANEL r TAILS OVERHANG • 55r Ac r c a i PROVIDE 1 1/ RAI MIN 3.5' CONCRETE SLAB •d REQ'D W/ CONSTRAINED SEE SCHEDULE FOR FOOTINGS FOOTING SIZE 'd MULTISPAN UNITS - REFER TO GENERAL I MW SPA ffTA m CHIMILE M 5N=RE NOTE 22. OlHANG--*• VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR1398 (2012 IBC) 9/29/2013 . TRIBUTARY WIDTH (TW) DIAGRAM 2'x6.625', 3'x8' OR 3'x3' ALUM RAFTERS LATTICE: -- SEE DETAIL L3 MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS TW 4 Page 5 of 66 ' OCT 02 2013 ENGINEERS STAMP PLACE 3/8' OX 9 - SEE -SCHEDULE FOR SIZE DETAIL L29 ONLY A OF CLEAR SPAN /ft jAmehmaic28.2, US Hwy 74 EXTERIOR HOME PRODUCTS Romoland.CA92585 bmttl SCO2-2012 2 OF 2 \. 'SII i Fj - MIN 3.5' CONCRETE SLAB I REQ'D W/ CONSTRAINED I FOOTINGS :11 71I hl C POsr Hr. ATTACHMENT TO MIN 4' CONCRETE SLAB W/0 FOOTINGS MAY BE USED WHERE PERMITTED SEE SCHEDULE 1007. OF PROJt`''7 FASCIA 3x 8'x 12 or 16 GA. STEEL 'C' BEAM FOR BEAM WRAP DETAIL. DETAIL 'L18'. MIN 3.5' CONCRETE SLAB REUT W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE DETAIL L29 ONLY HE S MAX. L -COVER PANEL r TAILS OVERHANG • 55r Ac r c a i PROVIDE 1 1/ RAI MIN 3.5' CONCRETE SLAB •d REQ'D W/ CONSTRAINED SEE SCHEDULE FOR FOOTINGS FOOTING SIZE 'd MULTISPAN UNITS - REFER TO GENERAL I MW SPA ffTA m CHIMILE M 5N=RE NOTE 22. OlHANG--*• VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE ICC ESR1398 (2012 IBC) 9/29/2013 . TRIBUTARY WIDTH (TW) DIAGRAM 2'x6.625', 3'x8' OR 3'x3' ALUM RAFTERS LATTICE: -- SEE DETAIL L3 MIN 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS TW 4 Page 5 of 66 ' OCT 02 2013 ENGINEERS STAMP PLACE 3/8' OX 9 - SEE -SCHEDULE FOR SIZE DETAIL L29 ONLY A OF CLEAR SPAN /ft jAmehmaic28.2, US Hwy 74 EXTERIOR HOME PRODUCTS Romoland.CA92585 bmttl SCO2-2012 2 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES n n9a"Y9"Y8B25" Rafter (SinnlA Snan) n nA9"r71hr8 825" Rafter (Sinnle Snanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B I Exp C (pso Cin 115 130 115 120 10 24" 6'-7" 8'-T' 8'-7" W-7-- '-7"LIVE LIVE 20" 10'-4" 10'-4" 10'4" 10'-0" 20 16" 12,_9" 12'-B" 12'-0" 11,-4" LIVE 12" 15'-0" 14'-9" 13'-11" 13'-3" 20 24"4'4" T-10" 4'-4" 4'-4" 4'-4" LIVE 20" 5'-2" 5'-2" 5'-2" 5'-2" 30 16" 6'-6" 6'-6" 6'-6" 6'-6" 12" 8'-7" 8'-7" 8'-7" e'-7" 25 24" 4'-2" 4'-2" 4'-2'1 41-2" 20" 4'-11" 4,_11" 4•_11" 4,_11" 60 16" 6'-2" 6'-2" 6'-2" 6'-2" 12" 8'-3" 1 8'-3" 8'-3" 8'-3- 30 24" T-5" T-5" T-5" T-5- 20" 4'-2" 4'-2" 4'-2" 4'-2- 16- 5-2" 5'-2" 5'-2" 5'-2- 12" 6'-10" 6'-10" 6%10" 6'-10" 40 24" 2'-T' 2'-7" 2'-7" 2'-7" 20" 304- 3--1" 3--1" 3'-1" 16" 3'-10" T-10" T-10" 3'-10" 12" 5'-2" 5'-2" 5'-2" 5'-2" 60 24" 1'-9" 1'-9" V-7" 9" 20" 2'-111 2'-1" 72-7"2 1" 16" 2'-T' 2--T 2•-5" 2•-5,• 12" T-5" T-5" T-1" 5" TABLE 1.1 0.024"x2"x6.625" Rafter (MuMsoanl 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--911 6'-9" LIVET 20" r-9„ 7,-9" 7,_9„ 7,_9" 20 16" 17'-11" 17'-11" 17'-4" 16'-6" LIVE 12" 11,_1" 11,_1" 11'-1" 1V-1" 20 24" T-10" T-10" T-10" 3'-10" LIVE 20" 4'-6" 4'-6" 4'-6" 4'-6" 30 16" V-5" 5'-5" 5'-5" 5'-5" 12" 61.9" 6'-9" 6'-9" 6•-911 25 24" T-8" 3'-8" T-8" 3'-8" 20" 4'-3" 4'-3" 4'-3" 4'-3" 60 16" 5'-2" 5'-2" 5'-2" 5'-2" 12" 6'-6" 6'-6" 6'-6" 6'-6" 30 24" T-1" T-1" T-1" 3--1" 20" 3'-8" T.8" T -B" 3'-8" 16" 4'-5" 4'-5" 4'-5" 4'-5" 12" 5'-8" 5'-8" 5'-8" 5'-8" 40 24" 2'-5" 2'-5" 2'-5" 2'-5" 20" 2'-10" 2'-10" 7-10" 2'-10" 16" 3'-6" T-6" T-6" 3'-6" 12" 4'-5" 4'-5" 4'-5" 4'-5" 60 24" 1'-7" V-7" V-7" 1.-7- 20" V-11" V-11" V-11" V-11" 16" 2'-5' Z-5" 2•-5" 2•-5,• 12" T-1" T-1" T-1" 3'-1" TABLE 1.6 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'-6" LIVE 20" 16'-1" 16'-1" 15'-6" 14'-10" 20 16" 17'-11" 17'-11" 17'-4" 16'-6" LIVE 12" 20'-6" 20'-6" 19•_11" 19•_0" 20 24" T-5" 7-5" 7-5" T -5 - LIVE 20" 8'-11" V-11" 8'-11" 8'-11" 30 16" 111_11, 11'-i" 11•_1" 11'-1" 12" 14'-8" 14'-8" 14'-8" 14'-8- 25 24" T-1" 71-1" T-1" T -1- 2V' 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" 5'-11" 5'-11" 5'-11" 20" T-1" 7'-1" T-1" r-1- 16" 8'-10" 8'-10" V-10" 8'-10" 12" 81-811 8'-8" 8•-811 B,-8" 40 24" 4'-5" 4'-5" 4'-5" 4--5- 2V' 5'-4" 5'-411 5'-4" 5'-4- 16" 6'-8" 6'-8" 6'-8" 6--8- 12" 8'-10" V-10" V-10" V-10" 60 24" T-0" T-0" T-0" T-0" 20" T-7" 3'-7" 1 T-7" T-7" 18" 4'-5" 4'-5" 4'-5" 4'-5" 12" 51-11" 5'-11" 5'-11" V-11" IABLE 1.2 n nAY vv vR R95" Rafter Wi lfiananl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s In 115 130 115 120 10 24" 10'-3" 10'-3" 10'-3" 10'-3" LIVE 2V' 11 _7" 11.7" 11.7 11'-T' 20 16" 13'-5" 13'-5" 1 13'-5" IT -5" LIVE 12" 16'-0" 16'-0" 16'-0" 16'-0" 20 24" 6'-1" 6'-1" 6'-1" 6--1" LIVE 20" 7'-0" 7'-0" 7'-0" 7'-0" 30 1611 B'4" 8'-4" 8'4" 8'-4" 12" 10'_3" 10•-3" 10•_3" 10'-3" 25 24" 5'-10" 5'-10" V-10" V-10" 20" 6'-9" 6'-9" 6'-9" 6'-9" 60 16" 8'-0" 81_011 81_0" 8'-0" 12" 9'-11" 9'-11" 9'-11" 9'-11" 30 24" W -O" 5'-0" 5'-0" 5-0" 20" 5'-10" V-10" 5'-10" T-10" 16" 7'-0" T-0" T-0" 7'-0" 12" 81-811 8'-8" 8•-811 B,-8" 40 24" T-11" 3'-11" 3'-11" Y-11" 20" 4•_711 4'-7" 4'-7" 4'-7" 16" 5•_7.1 5'-7" 5'-7" 5'-7" 12" T-0" 7'-0" T-0" r-0-- -0"60 60 24" 2'-9" 2'-9" 2 _9" 2 _9" 20" 3'-3" 3'-311 3'-3" 3'-3" 16" 3'-11" T.11" V-11" T-111- 12" 5'-0" 5'-0" 5'-0" 5'-0" TABLE 1.7 n ndn"011YA 925" Raftpr (Sinn1A Snanl 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" 18,_2" 17,_7• LIVE 20" 19'-10" 19-10" 19'-7" 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" 30 16" 15'-10" 15'-10" 15'-10" 15'-10" 12" 18'-2" 18'-2" 18'-2" 18'-2" 25 24" 10'-B" 10'-8" 10'-8" 10'-8" 20" 12,_9" 12•_9" 12•4" 12•_9•• 60 16" 15'-6" 15'-6" 15'-6" .15-6" 12" 17,_9" 17•_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'-4" 12" 16'-3" 16'-3" 16'-3" 16'-3" 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-A" 60 24" 4'-6" 4'-6" 4'-6" 4'.6- 20" 51-5" 5-5" 6-5" 5'-5- 16" 6'-9" 6--9" 6'-9" 6'-9- 12" 8'-11" 8'-11" 8'-11" 8'-11" n.n49"vR"vR" Raffnr /S1nn1A Rmnl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Fxp C s in 115 130 115 120 10 36" 16,_1" 16,_1" 16,_1„ 15,_11" LIVE 32" 18_1" 16_1„ 17,_9" 16,_11" 20 24" 21'-0" 1 21'-0" 20'-5" 19'-6" LIVE 16" 25'-4" 25'-4" 24'-9" 23'-8" 20 36" 8'-2" 8'-2" 8'-2" 8' -2 - LIVE 32" 9-2" 9'-2" 9'-2" 9'-2" 30 24" 12'_2" 12,_2" 12,_2" 12'_2" 16" 18•_1" 18•_1" 18,_1" 18,_1" 25 36" T-10" T-10" 7'-10" 7'-10" 32" 8'-9" 8'-9" 8'-9" 8'-9" 60 24" 11'-T' 11-7" 11,-7" 11,_7•, 16" 17'-3" 1T-3" 1T-3" 1T-3" 30 36" 6'-6" 6'-6" 61-8" 6'-6" 32" T-4" T-4" 7'-4" 7'4" 16" 9,-0,. 9-$" 9,-0„ 9'-0.. 16" 14,_5" 14,_8, 14,_5' 14•-5" 40 36" 4'-11" 41-11" 4'-11" 4'-11" 32" 5'-6" 5'-6" 5'-6" 5'-6" 24" 7'4" T-4" T-4" 7-4- 16, 10'-11" 10'-11" 10'-11" 10'-11" 60 36" T-3" 3'-3" 3'-3" 3'-3" 32" T-8" T-6" T-8" 3'-8" 24" 4'-11" 4'-11" 4'11" 4'-11" 16" T4" T-4" T-4" 7'-4" A'43" Rafter (Mn" nlr /Mulfiannn nr SInn1A1 Ground Rafter Wind Speed and Exposure Snow Load Gauge Exp B Exp C s In) 115 130 115 120 10 0.024" 12'-5" 12'-5" 12'-5" 12'-5" LIVE 0.040" 20'4" 18'-5" 17'-10" 1T-3" 20 0.024" 8'-5" 8'-5" 8'-5" 8'-5" LIVE 0.040" 14'-10" 14'-10" 14'-10" 14'-10" 25 0.024„ 81-2" 8'-2" B'-2" 8'-2" LIVE 0.040" 14'-6" 14'-6" 14'-6" 14'-6" 30 0.024„ 7'4" 7'-4" T-4" 7'-4" 0.040" 13'-1" 13'-1" 13'-1" 13'-1" 40 0.024" 6'-1" 8'-1" 6--1" 61-1" 0.040" 11,_2" 11•_2" 11 _2" 11,_2„ 60 0.024" 4'-8" 4'-8" 4'-8" 4' 8" 0.040" 8'-10" 8'-10" 8'-10" 8'-10" TABLE 1.5 Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 IABLE 1.3 IABLE 1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Carl Putnam, P. E. 0.040"x2"x6.625" Rafter Multis an 0.042"x3"x8" Rafter (Muldspan) 3441 Ivylink Place Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C in 115 130 115 120 10 24" 13,_9" 13•_9,• 131_8" 131_9" LIVE 20" 15'-5" 15'-5" 15'-5" 15'-5" 16" 17,_9" 17•_9" 17,_9•, 17,_9" 12" 20'-11" 20'-11" 20'-11" 20'-11" 20 24" 8'-6" 81-6" 8'-6" 8' -6 - LIVE 2011 9'-9" 91.9" 91-9" 9'-9" 16" 11'4" 11'-4" 11'-4" 11'4" 12" 13'-9" 13'-9" 13'-9" 13'-9" 25 24" 8'_2" 8'-211 8,_211 81-2" 32" T-3" T-3" T-3" T-3" 16" 11•-0" 11•_0" 11•_0" 11•_0" 17'-13'4" 12,_2" 13'-4" 13'-4" 13'-4" 30 24" 71_1" T-1" 7•_1" 7--1" 20" 8'-2" 8'-2" 8'4" 8'-2" 16" 9,-0,. 9-$" 9,-0„ 9'-0.. 12" 111 -10"111 --lo.. 11'-10" 11'-10" 40 24" 5'-8" 5'-8" 5'-8" 5'-8" 20" 6'-7" 6'-7" 6•-7' 6'_7' 16" 7'-10" T-10" 7'-10" T-10" 12" 9.-0„ 9.-B" 9.-0» . 8._8» 60 24" 4'-0" 4'-0" 4'4" 4'-0" 20" 4'-8" 4'-8" 4'-8" 1 4'-8" 16" 5'-8" V-8" 5'-8" 6'-8- 12" 7'-1" 7'-1" T-1" 7'-1" IADLt 1.8 ICC ESR1398 (2012 IBC) 9/29/2013 Page 6 of 66 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C in 115 130 115 120 10 36" 11'-8" 11'-8" 111-8" 11'-8" LIVE 32" 12'-0" 12'-8" 12'-8" 12'-8- 24" 15'-0" 15'-4" 15'4" 15-4- 16" 191-8" 19'_8" 191-81, 191_8" 20 36" 6'-i 0" 6'-10" 6'-10" 6'-10" LIVE 32" 7'-6" T-6" T-6" T-6" 24" 9' S" 9'-5" 9'-5" 9'-5- 16" 12'-8" 12•_6" 12'-8„ 12,-5„ 25 36" 6'-7" 6'-7* 6'-7" 6'-7" 32" T-3" T-3" T-3" T-3" 24" 9'-1" 9'-1" 9'-1" 9'-1" 16" 12,_2" 12'_2" 12,_2., 12,_2" 30 36" 5'-8" 5'-B" 5'-8" 5'-8" 32" 6'-3" 6'-3" 6'-3" 6'-3" 24" T-11" T-11" T-11" 7'-11" 16" 10'_8" 10'-9" 10,_9„ 10'-9" 40 36" 4'-5" 4'-5" 4'-0" 4'-5" 32" 4'-10" 4'-10" 4'-10" 4--10" 24" 6'-3" 6'-3" 6'-3" 6'-3" 16" 81-8" 8'-8" 81-8" 8'-8" 60 36" 3'-0" T-0" T-0" T-0" 32" 3'-5" T-5" 3'-5" T-5" 24" 4'-5" 4'-5" 4'-5" W-5- 6" 6'-3" 6'-3" 6'-3" 6'-3" TABLE 1.9 Lynchburg, VA 24503 carlputnarniftomcastnet OCT 02 2013 2015 UT�NgG,��L�co 139 n LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024'W"x6.625" Rafter Sin Ie S an 0.032"x2"x6.625" Rafter (Single Span) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 130 140 150 170 10 24" 8'-1" r-3". 6--T' S'-5" LIVE ' 20" 9'-0" 8'-2- r-5" 6'-2" 8'-5" 16" 10'_3" 9'-4" 8'-6" T-2" 14'-10-' 14'-9" 12" 12'_0" 11'_0" 9'-8- T-7" 20 24" 4'-4" 4'-4" 4'-4" 4'-4" LIVE 20- 5--2" 5'-2" 5--2- 6'-2" 0.040" -16" 6'-6" 6'-6" 6'-6" 6'-6" 6--1" ` 12" 8'-r' 8'-7" 8'-7" T -r' 25 24" 4'-2" 4'-2" V-2" 4--2" 4-4- 20" 4'-11" 4'-11" 4'-11" 4'-11" 16" 6'-2" 6'-2"W-2" 10'-7" 6'-2" 12" 8'-3" 8'-3"8'-3,, 14'4" T-7" 30 24" T-5" T-5" V-5" 3'-5" 20" 4'-2" 4'-7' 4'-2" 4'-2- 16" 5'-2" 5'-2" 5'-2" 5--2- 12" 6'-10" V-10" 6'-10"V-10" 11'_9" '40 24" 2'-7" 2'-7' 2'-7" 2--7" 20" T-1" T-1" T-1" T-1^ 16" T-10" T-10" V-10" T-10" 1 12" V-2" V-2" 5'-2" 5--2- 60 24" 1--9" 1'-9" 1'-9" 1'-9" M6036- 20" 2'-1" 2--1" 2'-1" 2'_1" 16" 2--7" 2--7- 2-_r' 2'-7" , 12" T-5" 3 S" 3'-5" T-5" Ground RaRer Wind Speed and Exposure Snow Load Spacing Exposure C s in 130 140 150 170 10 24" 12'-4" 1 VA" 10'-5" 9'-0" LIVE 20" 13'-6" 12'-5" 11'-6" 9'-11" 8'-5" 16" 15'-2" 13'-11" 12'-11" 11'-2" 14'-10-' 14'-9" 12" 17'-5" 16'-0" 14'-10" 12'-11" 20 24" T-5" 77 7'4" 7'-5" LIVE 20" 8'-11" V-11" 8'-11" 8'-11" 0.040" 16" 11'-1" 11'-1" 11•_1" 11'_1" 6--1" ` 12" 14'-8" 14'-8" 14'-8" 12'-11" 25 24" T-1" T-1" T-1" 7-1- 4-4- 20" 8'_6" 8'-6" 6'-6" 8'_6" 16" 10'_7' 10'_7' 10'-7" 10'-7" 12" 14'-0" 14'-0- 14'4" 12--11" 30 24" 5'-11" 5'-11" 5'-11" 5'-11" 20" 7'-1" r-1" T-1" 1 7'-1" 16" 8'-10" 8'-10" '8'-10" 8'-10" 12" 11'_9" 11'-9" 11'-9" 11'_9" 40 24" 4'-5" 4'_5" 4'-5" 4'-5" 20" 5'4" 5'-4" 5'-4" 5'4- 16" 6'-8" 6'-8" 6'-8" 6'-8" 12" 8'-10" 8'-10" V-10" 8'-10" 60 24" 3'-0" 3'-0" 3'-0" T-0" M6036- 20" 3'-7", T-7" T -r' 3'-r' 16" 4--5" 4--5" 4'-5" 4'-5" 12" V-11" 5'-11" 5'-11" 5'-11" I AlSLt 1.1 U n 024'42"x6.625" Rafter fMunlsnanl n. 032'42'46 A91V Raker WnIficnnnl Ground Rafter Wind Speed and Exposure ' Snow Load Spacing Exposure C s In 130 140 150 170 10 24" 6'-9" 6'-9" 6'-7" 5' -5 - LIVE 20" 7'-9" r-9" r-5" 6--2- 8'-5" 16" 9'-1" 9'-1" 8•-6" 7'-2'• 14'-10-' 14'-9" 12" 11'-1" 11'-0" 9'-8" 7'-7" 20 241 T-10" T-10" V-10" T-10" LIVE 20" 4'-6" 4'-6" 4'-6" 4'-6" 0.040" 16" V-5" V-5- 5--5- 5--5" 6--1" ` 12" 6'-9" 6-_9- 6'-9- 6'4" 25 24" 3--8" 3'-8" T-8" T-8" 4-4- 20" 4'-3" 4'-3" 4'-3" 4--3- 16" 5'-2" 5'-2" V-2" 5'-2" 12" 6'-6" 6'-6" 6'-6" 6'-6" 30 24" T-1" T-1" T-1" T-1" 20" T-8" 3'-8" T-8" 3'_8" 16" 4'-5" 4'-5" 4'-5" 4--5" 12" S-8" 5'-8- 5'-8" 5'-8-- 40 24" 2'_5" 2'-5" 2'_5" T-5" 20" 2'-10" 2'-10" T-10" 2'-10" 16" T-6" 3'-6" T-6" 3'-6" 12" 4'-5" 4'-5" 4'-5" 4'-5" 60 24" V-7- 1',7' V-7- V-7- M6036- 20" -1'-11" V-11" 1'-11" V-11" 16" 2'-5" 2'-5" 2'-5" 2--5" 12" 3'-1" T-1" 3'4" 1 T-1" 0.040"0'46 B25" Rafter rCinnla Snanl Ground 'Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 130 140 150 170 10 24" 16'-1" 14'-11" 13'-10" 12'-1" LIVE 20" 17'4" 16'-3" 15'-1" 13'-2" 8'-5" 16" 19'-3" 18'_2" 16•_10" 14'-9" 14'-10-' 14'-9" 12" 21'_0" 20'-0- 19'_1" 16'_10" 20 24" 11'-3" 11'_3" 11'_3" 11--3- LIVE 20"' 13'-5" 13'-5" 13'-5" 13'-2" 0.040" 16" 15'-10" 15'-10" 15'-10" 14'-9" 6--1" ` 12" 18'-2" 18'-2" 18'-2" 16'-10" - 25 24" 7'-10" 10'-8" 10'-8" 10'-8" 4-4- 20" 1101-81, 12.4' 12'_9" 12,_9" 12'_9" 16" 15'-6" 15'-6" 15'-6" 14'-9" 12" 17.9" 17'_9" 1r-9" 16-10" 30 24" , 8'-1 i" 8'-11" 8'-11" 8'-11" 20" 10'-8" 10'-8" 10'-8" 101-8- 16" 13'-4" 13'-4" 13'4" 13'-4" 12" 16'-3" 16'-3" 16'-3" 116-4- 40 24" 6'-9- 4'-11" 4--11" 4'-11" 20" 8'-1" 5--6" 8--1- 8'-1" 16" 10'-0- 10'_0„ 10'_0" 10'-0" 12" 13'-4" 13'4" 13'-4" 1 13'-4" 60 24" 4'-6" 4'-6" 4'-6" 4'-6" M6036- 20" 5'-5" V-5" .5'-5" 5'-5" 16" 6'-9" 6'-9" V-9" 6'-9" 12- 1 8'-11" 8'-11" 8'-11" 8'-1 V. 0.042'-1'46" Raftar rSinnla 4Qnnn1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 130 140 150 170 10 38" 14'-71' 13'-5" 12'4" 10'-8" LIVE 32" 15'-6" 14'-3" 13'-2" 11'-5" 8'-5" 24" 17'-10" 16'-5" 15'-3" 13'-3- 14'-10-' 14'-9" 16" 21'-8" 20'-0" 18'-6" 16'-1" 20 36" 8'-2- 8'-2" 8'-2" 8'-2" LIVE 32" 9'-2" 9--2" 9'-2" 9'-2" 0.040" 24" 12'-2" 12'-2" 12'-2" 12'-2" 6--1" ` 16" 18'-1" 18--1- 18'-1" 16'-1" 25 36" 7'-10" 7'-10" 7'-10" T-10" 4-4- 32" 8'-9" 8'-8" V-9^ .8'-9" 24" 11'-7" 11'-T' 11'-7" 11'-7" 16-" 17'-3" 17'-3" 1T-3" 16-4- 6'-1",30 ,30 36" 6'-6" 6'-6" 6'-6- 6'46- 32" 7-4" 7'4" 7'-4- T-4- 24" 9'-9" 9'4" 9'-9" 9•-9- 16" 14,_5" 14'_5" 14'_5" 14'_5'• 40 36" 4'-11'' 4'-11" 4--11" 4'-11" 32- 5'4" 5--6" 5'-6" 5'-6" 24" T-4" 7'4" r-4" r-4" 16" 10'-11" 10'-11" 10'-11" 10'-11" 60 24" T-3" V-3" T-3" T-3" M6036- 32" 3'-8" 3'-8" 3'-8" T-8" 24" 4'-11" 4'-11" 4'-11" 4'-11" " 16" 7'-4" 1 r4" 1 7"-4" 7'4" 3"r3" Raft— MR" me Widfi-- nr tinninl Ground Rafter Wind Speed and Exposure Snow Load Gauge Exposure C s In 130 140 150-. 170 10 0.024" 12'-5" 1 12'-5" 11'-8" 10'-3" LIVE 0.040". 16'-4" 15'-6" 14'-9" 13'-6" 20 0.024" 8'-5" 8'-5" 8--5" 8'-5" LIVE 0.040 14'-10" 14'-10-' 14'-9" 13'-6" 25 0.024' 8'4" 8--2- 8--2" 8--2- 24" 0.040"' 14'-6" 14'-8" 14'-6" 13'-6" 30 0.024" 7'-4" 7'-4" 7'-4" 7'-4'- 7'-0-' 0.040" 13'_1" 13'-1" 13'_1" 13'_1" 40 0.024: 6--1" ` 6'-1" 8'-1" W-1- 10'-3" 0.040" 11,_2" 11--2" 11'-2" 11'-2" 60 0.024" 4'-8" 4'-8" 4'4" 4-4- 20-6--9" ' 0.040" 8'-•10" 1 8'-10" 8'-10" 8'- " Amerimax Exterior Home Product 28921 US Hwy 74 Romoland, CA 92566 I AbLt 1.11 TABLE 1.12 TABLE 1.13 NOTE: RAFTERS MAY OVERHANG 25"/, OF THEIR CLEARSPAN Carl Putnam, P. E. I 0.040"x2"X6.625" Rafter (Mulbsoanl — 0.042"x3"xR" RaRer rMultlsnanl zee4 1-1-1, 01— i Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 130 140 150 170 10 24" 10'-3" 10'-3" 10'-3" 9'-0" LIVE 20" 11'-7" 11'-T' 1 V-6" 9'-11" 16" 13'-5" 13'-5" 12'-11" 11'-2" 12" 16'-0" 16'-0" 14'-10" 12'-11" 20 24" 6--1" VA" 67r 67-1" LIVE 20" T-0" T-0" T-0" 7'-0-' 16" 8-4" ' 8'4" 8'4" 8'-4" 12" 10'-3" 10'-3" 10'-3" 10'-3" 25 - 24" V-10" V-10" 5'-10" 5'-10" 20-6--9" ' 74" 6'-9" 6'-9" 6'-9" 16" 8'-0-' V-0" 8'-0" 6--0-- 12'- 9--11" 9'-111' 91-11" 91-1111. 30 24" 5'-0" 5'-0" 5'-0-' 5'-0" 20" V-10" V-10" 5'-10" V-10" 16" 7'-0" 7'-0" T-0" T-0" 12" 8--8- V-8" 8--8- 8'-8" 40 24" T-11" T-11" T-1 i" T-11" 20" 4'-7" 4'-7" 4'-7- 4'-7• 16- V-7" V-7" 5'-7" 5--7- 12" 7'-0" T-0" T-0" 7'-0-- 60 24" 2'4" 2'-9" 2'-9" 2'_9" 20" T-3" T-3" T-3" T-3" 16" V-11" T-11" 3'-11" T-11" 17' W-0-' 5'-0" 5'-0" 5 -4 - Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 130 140 150 170 10 24" 13'-9" 13'-9" 13'-9" 'IT -1" LIVE 20"15'-5" 12'_6" .15'-5" 15'-1" 13'-2" 16" 17,'-9" 17'-9" 16'-10" 14'-9" 12" 20'-11" 20'-0" 19'-1" 16'-10" 20 24" 8'-6" 8--0" 8'-0" 8' -6 - LIVE 20" 9--9" 9--9" 9'-9" 9--9" 16" 11'-4" 1 V-4" 11'-4" 11'-4" 12" 13'-9" 13'-9" 13'-9" 13'-9" 25 24" 8'-2" 8-_2-- 8'-2" 8--2-- --2"20-- 29' 74" 9'41 91-41, 91-41, 16" 11'_0" 11•_0" 11'-0" 11'-0" 12" 13'-4" 13'-4" 13'-4- 13'-4" 30 24" T-1" 7'-1" 7-_1'- T-1--- 20" 8'-2" e'-2" 8'_2" 6-_2'- 16" 9'-8" 9'-8" 9--8-- 91_8 12" W-11011111,10'. 101_9" 11'-10-- 11'-10" 40 24" 5'-8" 5'-8" 51-81' 51-81- '-8"20" 20" 6'-7" 6'-7' 6'-7" W-7-- -7"16" 16" 7'-10" 7'-10" 7'-10- 7'40- 12" 9.-0" 9._8" 91-0., 91-811, 60 24" 4'-0" 4'-0',' 4--0- 4'-0" 20" 4'-8" 4'-8" 4'-8" 4'-8" 16" 5'-8" 5'-8" 5'-8" 5'-8- 12^ 7'-1 ^ 7--l" 7'-1- r -1 - TABLE 1.16 TABLE 1.17 ICC ESR1398 (2012 IBC) 9/29/2013 Page 7 of 66 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 130 140 150 170 10 36" 11'-8" 11'-8" 11'-8" 101-8" LIVE 37 12'_6" 12'_8" 12'-8" 11-_5" 24" 15'-4" 15'-4" 15'-3" 13'-3" 16" 19'_6" 19'-8" 16'-6" 16--1- 20 36" 6'-10" 6'-10" 6'-10" V-10" LIVE 32" 7'-0" T-6" 7-6-' 7'-6" 24" 9'-5" 9'-5" 9'-5" 9--5- 16" 12'4" 12'-8" 12'-8" 12'-8" 25 36" 6'_7" 6'-7" 6--7' 6'-7' 32" 7'-3" 7"4" 7* -3" 7'-3" 24" T-1^ g-_1" 9--V- V-1-- 16" 12'-2" 12'-2" 12--2" 12'_2" 30 36" 5'-8" 5'-8" 5'-8" 5--8- 32" 6'-3" 6'-3" 6'-3" 6'-3" 24" T-11" r-11" 7'-11" T-11" 16" 10-9" 101_9" 101_9" 101_9" 40 36" 4'-5" 4'-5" 4'-5" 4--5" 32" 4'-10" 4'-10" 4'-10" 4'-10" 24" 6'-3-' 6'-3" 6'-3" 6'-3" 16- 8-4- 8'-8" 8.4' 8.4. 60 36" T-0" T-0- 3'-0" T-0" 3'-5" 3--5" 3'-5" 3--5-- --5"232" 24" 4" 4'4" 4'-5" 4'-5" 4--5" 16- 6'-3" 6'-3" 6'4- 6'-3" IAbLt 1.16 Lynchburg, VA 24503 cars utnam comcastne 1 OCT 02 2013 r • LATTICE 1.0 DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES (REQUIRES THE USE OF DETAIL L31 OR L32) 0.024')2"x6.625" Rafter fSinale Snanl 0.032"Y2"x6.625" Rafter fSinale Snanl 0.040"Y2"Y6B25" Rafter fSinale Snanl 0.042"x3"Y8" Rafter ISlnole Snanl I a@Irte Tuhea Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C psf) in) 115 130 115 120 10 48" 10'_8" 10.1" 9'-6" V-0" LIVE 40" 11.9' 11'_2„ 10'-7" 10.0„ 32" 13'-1„ 12,-8„ 12,_0" 11'-4„ 24 115'-0" 14'-9" 13'-11" 13'-3" 20 48" -6'-6" 6'-6" 6'-6" 6'„6" LIVE 40" T-10" 7'-10" T-10" 7'-10" 32" 9,4„ 9,4„ 9'-4" 9.4„ 24" 10'-9" 10'-9" 10'-9" 10'-9" 25 48" 6'-3" 6'-3" 6'-3" 6'-3" 40" 7-5" 7'-5" T-5" 7-5" 32" 9'4" 9'-1" 9'-1" 9'-1" 24- 10' - 10'-6" 10,_6„ 10'-6" 30 48" 5'-2" 5'-2" 5'-2" 5'-2" 40" 6'-3" 6'-3" 6--3" 6'-3" 32" 7'-9" 7'4" 7'-9" 7'-9" 24" 9'-7" 9'-7" 9'-7" 9'-7" 40 48" T-11" T-11" V-11" T-11" 40" 4'-8" 4'-8" 4'-8" 4'-8" 32" V-10" V-10" V-10" T-10" 24- 7'-9" 7'-9" 7'-9" 7'-9" 60 48-27 2'-6" 2'-7" 2'-7" 2'-7" 40" 3'-1" T-1" 3--1" T-1" 32" T-11" IT -11- T-11" T-11" 24" 5'-2" 5--2" 5'-2" 5'-2" IAULt 1.19 0.024"x2')c6.625" Rafter fMultisoanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C psf) (in) 115 130 115 120 10 48" 8'-10" 8'-10" 8'-10" 8'-10" LIVE 40" 9'-11" 9'-11" 9'-11" 9'-11" 32" 11'-4" 11'-4" 11'A" 11-A" 24" 13'-4" 13'-4" 13'-4" 13'-3" 20 48"5'-5" 10'-8" 5'-5- 5'-5" 5'-5" LIVE 40" 6'-3- 6'-3- 6'-3" 6'-3" 32., T-4" 7'.4" 7.-4, 7,-4„ 24" 8'-10" V-10" 8'-10" 8'-10" 25 48" 5'-3" 5'-3" 5'4- 5'-3" 40" 6'-0" V-0" 6'-0" 6'-0" 32" 7--1" 7'-1" T-1" 7-1- 24" 8'-7" 8'-7" 8'-7- 8'-7" 30 48" 4'-6" 4'-6" 4'-0- 4'-6" 40" V-3" 5'-3" 5'-3" 5'-3" 32" 6'-2" 6'-2" 6'-2" 6'-2" 24" T-7" 7-7- 7'-7" 7'-7" 40 48" 3'-7" 3'-7" 3'-7" 3'-7" 40" 4'-2" 4'-2" 4'-2" 4'-2" 32' 5'4" 5'-0" 5'-0" 5'-0" 24" 6'-2" 6'-2" 6'-2" 6'-2- 60 48" 2'-6" 2'-6" 2'-6" 2'-6" 40" 2'-11" 2'-11" 2'-11" 2'-11" 32" 3'-7" 3'-7" T-7" T-7" 24" 4'-6" 4'-6" 4'-6" 4'-6" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C 1 (ps in 115 130 115 120 10 48" 14'-9" 14'-9" 14'-2" 13'-6" LIVE 40" 16'-1" 16'-1" 15'-6" 14'-10" 32" 17'-11" 17'-11" 17'-4" 16'-6" 24" 20'-6" 20'-6" 19'-11" 19'-0" 20 48" 10'-8" 10,-6„ 10,-6" 10'-0" LIVE 40" 11'-6" 11'-6" 11'-6" 11--6- 32" 12'-10" 12'-10" 12'-10" 12'-10" 24" 14'-9" 14'-9" 14'-9" 14'-9" 25 48" 10'-3" 10'-3" 10'4" 10'-3" 40" 11'-2" 11'-2" 11'-2" 11'-2" 32" 12'-6" 12'-6" 12'-6" 12'-6" 24" 14•-5" 14,_5„ 14,_5" 14'_5" 30 48" 9'4" 9'-4" 9'-4" 9'-4- 40" 10'3" 10'-3" 10'-3" 10'-3" 32" 11'-5" 1 V-5" 1 V-5" 11'-5" 24" 13'-2' 13,_2" 13'_2•• 13'-2- 40 48" 8'-1" 8'-1" 8'-1" 8--1" 40" 8'-10" 8'-10" 8'-10" 8'-10" 32" 9'-11" 9'-11" T-11" 9'-11" 24" 11'-5" 11'-5- 11'-5" 11'-5" 60 48" 6'-3" 6'3" 6'-3" 6'-3" 40" 7'-3" 7'-3- 7'-3" 7'-3" 32" 8'-1" 8'-1" 8'-1" 13,-1" 24" 9'-4" 9'-4" 9'-4" 9'-0" IAtILt 1.Z0 0.032"x2"x6.625" Rafter fMultisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (ps in 115 130 115 120 10 48" 13'3" 13'-3" 13'-3" 13'-3" LIVE 40" 14'-7" 14'-7" 14'-7" 14'-7" 32" 16'4" 16'-4" 16,4„ 16-4" 24" 18'-11" 18'-11" 18'-11" 18'-11- 20 48" 9'-0" 91-0" 9'-0" 9--0" LIVE 40" 10'-0" 10'-0" 10'-0" 10'-0" 32" 11'-4" 11'-4" 1 V-4" 11'4" 24" 13'-3" 13'3" 13'-3" 13'-3" 25 48" 8'-8" 8'3- 8'-B" 8'-8" 40" 9'-8" 9,_8" 9'-8" 9.$„ 32, 11'-0" 11,_0" 11-4" 11'-0" 24" 12'-11" 12'-11" 12'-11" 12'-11" 30 48" T-10" T-10" 7'-10" T-10" 40„ 8,3- 8'-8"8,3- 12'_8„ 8,$- 32" T-11" 9'-11" 9'-11" 9'-11" 24" 11'-8" 11'-8" 11'-8" 11'-8" 40 48" 6'-6" 6'-6" 6'-6- 6'-6" 40" 7'-4" 7'-0" 7-4" 7-4" 32" 8'-4" 8'-4" 8'-4" 8'-4" 24" 9'-11" 9'41" 9--11" 9'-11" 60 48" 4'-11" 4'-11" 4'-11" 4'-11" 40" 5'-7" 5'-7" 5'-7" 5'-7" 32, 6'-6" 6'-6" 6'-6" 6' 6" 24" TAW 7'-10- 7 -10" 7.10„ TABLE 1.24 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C ( s (in) 115 130 115 120 10 48" 18'-2' 18'-2" 18'-2' 17'-7" LIVE 40" 19'-10" 19'-10" 19'-7" 19'-0" 32" 21,_1 " 21'-8" 21'-0" 20'-5" 24" 25,_3" 23,-8" 22,_11" 22,_3" 20 48" 13'-0" 13,_0" IT -O" 13,-0" LIVE 40" 14'-2" 14'-2" 14'-2" 14'-2" 32" 15'-10" 15'-10" 15'-10" 15'-10" 24" 18'-2" 18'-2" 18'4" 18'-2" 25 48" 12,-8" 12'-8" 12•_8" 12'-8" 40" 13'-10" 13'-10" 13'-10" 13'-10" 32' 15'-6" 15'-6" 15'-6" 15'-6" 24" 17,_9„ 17,_9„ 17,_9„ 17,_9„ 30 48" 11'-7, 11'_7' 11'_7" 11'-7" 40" 12'-8" 12,_8,• 12'_8„ 12,_8•, 32' 14'-2" 14'-2' 14'-2" 14'-2" 24" 16'3" 16'-3" 16'-3- 16'3" 40 48" IVA" 10'-1" 10'-1" 10'-1" 40" 11'-0" 11'-0" 11'_0" 11'-0" 32" 12'-3" 12,3„ 12,_3- 12,_3•, 24" 14'-2" 14'-2" 14'-2" 14'-2" 60 48" 8'-3" 8'-3" 8'-3" 8'3" 64- 8'-3" 8'-3" 8'-3" 8'-3" 32" 10'-1" 10'-1" 10'-1" 10'-1" 24" 11,_7- 11•_7' 111_7" 11•_7•, Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (psf) (in) 115 130 115 120 10 72' 17'-3" 177, 16'-8" 15'-11" LIVE 64" 18'-3" 18'-3" 17'-9" 16'-11" 48" 21•_0„ 21•_0" 20'-5" 19'-6" 32 25•-4„ 25.4" 24•_9" 23'-B" 20 72" 12'-4" 12'-4" 12'-4" 12'-4" LIVE 64" 13'-0" 13'-0" 13'-0" 13'-0" 48" 15'-0" 15'-0" 15'-0" 15'-0" 32" 18'-3" 18'-3" 18'-3" 18'-3" 25 72" 12'-0" 12'_0„ 12'-0" 12•-0" 64" 12'-9" 12'-9" 12'-9" 12'-9" 48" 14'-13" 14'-8" 14'-8" 14'-8" 32" 17-10" 17-10" 'IT -10" 17-10" 30 72" 11'-0" I V-0" 11'-0" 11'-0" 64" 11,_8" 11'-8" 11'-8- 11'-8" 48" 13'-5" 13'-5" 13'-5" 13'-5" 32" 16'4- 16'4" 16'-4- 16'4" 40 72" 9'4" 9'-6" 9'-6" 9'-0" 64" 10'-1" 10'-1" 10'-1" IVA" 48" 11--8" 11'-8" 11'-8" 11'-8" 32" 14'-2" 14'-2" 14'-2" 14'-2" 60 72' T-9" T-9" 7'-g" 7'-9- 64- 8'-3" 8'-3" 8'-3" 8'-3" 48" 9'-B„ W-6" 9-4-9 -6" 32' a 11'_8" 11•_13" 11'-8" 11,-8" IAULt 1.21 IAt5Lt 1.ZZ NOTE: THESE TABLES REQUIRE THE USE OF DETAIL L31 OR L32 0.040"x2"x6.625" Rafter fMultisnanl 0.042")rTSr " Rafter fMultisoanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (ps (in) 115 130 115 120 10 48" 17,_2" 17,_2, 17,_2" 17•_2" LIVE 40" 18'-9" 18'-9" 18'-9- 18--g- 32" 20'-11" 20'-11" 20'-11" 20'-5" 24" 24•-0" 23'_8,• 22•_11" 27_3,• 20 48" 12'-0" 12'0 12'-0" 12'-0" LIVE 40" 13'-2" 13'-2' 13'-2" 13'-2" 32" 14'-10" 14'-10" 14'-10" 14'-10" 24" 17'-2„ 17,_2" 17,_2, 17'_2' 25 48" 1 V-8" 11'-8" 11,-8" 11.4- 40" 12-10" 12'-10" 12'-10" 12'-10" 32" 14'-5" 14,_5•• 14,_5" 14.3" 24" 16'-9" 16'-9" 16'-9" 16'-9" 30 48" 10'-7" 10'-7" 10'-7" 10'-7" 40" 11'-8" 11'-8" 1 V-8" 111-8" 32" 13'_2•• 13'_2, 13•_2, 13,_2, 24" 15'3" 15'-3" 15'-3" 15'-3- 40 48" 9'-0" 91-0" 9'-0" 9'-0" 40" 10'-0" 10'-0" 10'-0" 10'-0" 32' 11'3" 11•_3" 11•4" 11'_3- 24" 13'_2" 13•_2" 13•_2" 13'-2- 3'-260 60 48" 7'-2" 7'-2" 7'-2" 7'-2" 40" 7'-11" 7'-11" 7'-11" 7'-11" 32' 9'-0" 9'-0" 9'-0" 9'-0" 24" 10'-7" 10'-7" 10'-7, 10,_7, vatic o v1 VV IAtlLt 1.Zb Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (ps in 115 130 115 120 10 72" 15W" 15•_7, 15,_7" 15,_7" LIVE 64" 16'-7" 16'-7" 16'-7" 16'-7" 48" 19'-2" 19'-2" 19'-2" 19'-2" 32" 23'-5" 23'-5" 23'-5" 23'-5" 20 72" 10'-8" 10'-8" 10'-8" 10'-8" LIVE 64" 11'4" 11'4" 11'-4" 11'4" 48" 13'-4" 13'-4" 13'-4" 13'4" 32" 16'-7- 16'-7" 16'_7" 16,_7, 25 72" 101-4" 101-4" 10'-4" 10'-4" 64" 11'_1" 11•_1" 11,_1" 11,_1" 48" 13'-0" 13'-0" 13'-0" 13'-0" 32" 16'-2" 16'-2, 16'-2" 16•_2" 30 72" 9'-3" 9'-3" 9'-3" 9'-3- 64" V-11" 9'-11" 9'-11" 9'-11" 48" 11,_9" 11,_9" 11'_9" 11'-9" 32" 14'-8" 14'-8" 14'-8" 14'-8" 40 72" 7'-9" 7'-9" 7'4" 7--g- 64" 8'-4" 8'4" 8'-4" 8'-4" 48" 9'-11" 9'-11" 9'-11" 9'-11" 32" 12,_7" 12,_7, 12'-7" 12'-7• 60 72" 5'-11" V-11" 5'-11" 5'-11" 64" 6'-5" 6'-5" 6'-5" 6'-5" 48" 7'-9" 7'-9" 7'-9" 7--9" 32 9'-11" 9'-11" 1 9'-11" 1 9'-11" IABLE 1.27 Ground Lattice Wind Speed and Exposure Snow Load Size Exp B Exp C st) in 115 130 115 120 10 1.5" 72" 72" 72" 72" LIVE r' 72" 72" 72" 72 2"x3" 72" 72" 72" 72" W 72" 72" 72" 72" 20 1.5" 72" 72" 72" 72 - LIVE 2' 71" 71" 71" 71" 2'x3" 72" 72" 72" 72- T' 72" 72- 72" 72" 25 1.5" 72" 72" 72" 72" 2" 69" 69" 69" 69" 2'x3" 72" 72" 72" 72" 3" 72" 72" 72" 72" 30 1.5" 65" 65" 65" 65" 2" 62" 62" 62" 62- 2"x3" 72" 72" 72" 72" 3" 72" 72" 72" 72" 40 1.5" 55" 55" 55" 55" 2" 52" 52" 52". 52" 2"x3" 63" 63" 63" 63" 3" 65" 65" 65" 65" 60 1.5" 43" 43" 43" 43" 2" 39" 39" 39" 39" 2"x3" 49" 49" 49" 49" 3" 49" 49- 49ir` 49" Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Q 3441 Ivylink Place ! Lynchburg, VA 24503 Ilj cariputnam[rDcomcast.net 'k ¢ tlL 1. ,'cess N C 81 613012 il CIVIL U 02 201 OCT 02 2013 LATTICE 1.0 DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES (REQUIRES THE USE OF DETAIL L31 OR L32) 0.024"x2"x6.625" Rafter (Single Span) 0.032"x2"4.625" Rafter (Single Span) 0.040"�Q"x6.625" Rafter (Single Soan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (s (in) 130 140 150 170 10 48" 8'-1" T-3" 6'-7" 5--5-- --5"LIVE LIVE 40" 9--0" 8'-2" 7--5" 6'_2„ 32" 10'-3" 9'-4" 8'4" T-2„ 24" 12'-0" 11'-0" 9'-8" T-7' 20 48" 6'-6" 6'4" 6'4" 5'-5" LIVE 40" T-10" T-10" 7'-5" 6'-2" 32" 9'4" 9'4" 8'4" T-2- 24" 10'-9" 10'-9" 9--8" 7'-7- 25 48" 6'4" 6--3" 6'-3" 5--5" 40" 7--5" 7'-5" T-5" 6--2" 32" T-1" 9'-1" 8'-6" 7'-2" 24" 10,-6„ 10,_6„ 91-8" 7'-7" 30 48" 5'-2" V-2" 5'-2" 5'-2" 40" 6'4" 6'-3" 6'-3" 6'-2" 32" 7'-9" 7'-9" 7'-9" 7'-2" 24" 9'-7" 9'-7" 9'-7" 7'-7" 40 48" T-11" T-11" T-11" T-11" 40" 4--8" 4'-8" 4--8" 4'-8" 32" V-10" 5'-10" T-10" 5'-10" 24" 1 7'-9" 7'-9" T-9" 7'-7" 60 48" 7-6" 2'-6" 2'-7" 2-_7"40" 40" 7-11" 3--1" V-1" 3'-1" 37' L2--7--2'-7" T-11" 3'-11" T-11" 24" 9.4- " 4'-6" 1 tsuhl 9,4„ TABLE 1.29 0.024"x7'x6.625' Rafter (Multispan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (s in 130 140 150 170 10 48" 8'-1" 7-4" 6--7" 5'-5" LIVE 40" 9--0" 8'4"' 7-5" 6'-2" 32" 10,_3" 9'-4" 8--6- 7-4- 24" 12,_0„ 11--0" 9--8" T-7, 20 48" 5'-5" 5'-5" 5--5" 5--5" LIVE 40" 6'4" 6'4" 6'4" 6'-2" 37' 7'4" 7-4" 7=4", 7'-2" 24" 8'-10" 8'-10" 8'-10" T-7" 25 48" 5'4" V-3" V-3" V-3" 40" 6'-0" 6--0" 6'-0" 6--0- 32' 7'-1" T-1" 7'-1" T -i" 24" 8'-7" 8 -7" 8'-7' T-7" 30 48" 4'-6" 4'-6" 4'-6" 4'-6" 40" 5'4" 5'4" 5'4" 5'-3" 32" 6--2" 6'4" 6'4" 6--Z- 24- 7'-7" 7-7" 7'4" 7--r- 40 48" 37' 3'-7" 3'-7" T-7- 40" 4--2" 4'-2" 4'4" 4'-2" 32" 5'-0" 5'-0" 5'-0" 5'-0" 24" 6'-2" 6--2" 6'-2" 6-4" 60 48" 7-6" 2'-6" 7-6" 2'-6" 40" 7-11" 7-11" 7-11" 11" 37, T-7" 3'-7" T-7" -7" :4-4' 24" 1 9.4- 4'-6" (20 12 4'-6" 1 tsuhl 9,4„ Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (s (in) 130 140 150 170 10 48" 12'-4"11'-4" 11'A" 10'-5" 9'-0" LIVE 40" 13'-6" 12'-5" 11'4" 9--11" 32" 15'-2" 13'-11" 12'-11" 11'-7' 24" 17,_5" 16'-0" 14'-10" 17_11„ 20 48" 10'-6" 10'-6" 10'-5" 9--0" LIVE 40" 11'-6" 11'-6" 11'-6" 9'-11" 37' 12'-10" 12'-10" 12'-10" 11'-7' 24" 14'-9" 14,_9„ 14,_9„ 12,_11" 25 48" 10'-3" 10'-3" 10'-3" 9'-0" 40" 11'-2" 11'-7' 11'-2" 9'-11" 32" 12,-6„ 12,-6„ 12'-6„ 11,_2" 24" 14'-5" 14'-5" 14'-5" 12'-11" 30 48" 9'-0" 9'-4" 9'-4" 9'-0" 40" 10'-3" 10'-3" 10'-3" 9'-11" 37' 1 T_5„ I V-5" 111_5" 111_2" 24" 13'-2" 13'-2" 13'-2" 12'-11" 40 48" 8'-1" 8'-1" 8--1" 81-11- '-1"40" 40" 8'-10" 8'-10" 8'-10" 8'-10" 32" V-11" 9'-11" 9'-11" 9'-11" *24" 111_51, 11'_5" 11•_5„ 111_5" 60 48" 6'-3" 6'-3" 6'-3" 6'-3" 40" T-3" 7'4" 7'-3"T-3„ 5'-7" 32" 8'-1" 8'-1" 8'-1" 8'-1" 24" 1 9.4- 9-4„ 9- 4„_ 9,4„ TABLE 1.30 0.032"x2"x6.625" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (ps (in) 130 140 150 170 10 48" 12'-4" 11'A" 10'-5" 9'-0" LIVE 40" 13'-6" 12'-5" 11'-6" 9'-11" 32" 15'-2" 13'-11" 12'-11" 11'-2" 24" 17'-5" 16'-0" 14'-10" 12'-11" 20 48" 9'-0" 9'-0" 9'-0" 9'-0" LIVE 40" 10'-0" 10'-0" 10'-0" 9'-11" 32" 11,-4" 11,-4" 11,4„ 11'_211 24" 13'-3" 13'-3" 'IT -3- 12'-11" 25 48" 8'4" 8'4" 8--8" 8'-8" 40" 9'-8" 9'-8" 9'4" 9'4" 32" 11'-0" 11'-0" 11'-0" 11'-0" 24" 12'-11" 12'-11" 17-11" 12'-11" 30 48" T-10" T-10" T-10" T-10" 40" 8'-8" 8'-8" 8'-8" W-8-- '-8"32" 32" 9'-11" 9'-11" V-11" 9--11" 24" 11'-8" 11,_8" 11,_8" 11'-8" 40 48" 6'-6" 6'-6" V-6" W-6- 40" 7'4" 7'4" T-4" 7-4- 32" 8'4" 8'-4" 8W 8-4- 24" 9'-11" 9'-11" 9'-11" 9'-11" 60 48" 4'-11" 4-11" 4'-11" 4'-11" 40" V-7" 5'-7" 5'-7" 5'-7" 37' 6'-8" 6'-6" 6'-6" 6'-6" 24" T-10" 7'-10" T-10" 7'-10" TABLE 1.34 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (s (in) 130 140 150 170 10 48" 16'-1" 14'-11" 13'-10" 12'-1" LIVE 40" 17' 8" 16'-3" 15'-1" 13-4- 32' 19,_3" 18,_2" 16'_10„ 14,_9" 24" 21' 0" 20'-0" 19'-1" W-10" 20 48" 13'-0" 13'-0" 13'-0" 12'-1" LIVE 40" 14'-7' 14'-2" 14'-2" 13'-2" 37' 15'-10" 16-10" 15'-t 0" 14-4- 24" 18'-2" 18'-2" 18'-2" 16,_1„ 25 48" 12'-8" 12,-8" 12,-8" 12,_1" 40" 13'-10" 13'-10" 13'-10" 13-4- 37' 15'-6" 15'-6" 15'4" 14--9- 24" 17'4" 17'-9" 1 T-9" 161-10- 30 48" 11'-7" 177' 11'-7" 11'-7" 40" 12'-8" 12'-8" 12'-8" 12--8- 32" 141_2" 141_21 14'_2" 14'-2" 24" 16'-3" 16'-3" 16'-3" 16--3- 40 48" 19_1" 10'_1" 10'-1" 10,_1" 40" 11'-0" 11'-0" 11'-0" 11'-0" 32" 12,_3" 17_3" 12,_3" 12,-3„ 24" 14'-2" 14'-2" 14'-2" 14'-2" 60 48" 8'-3" 8'4" 8'4" 8'-3" 40" 9,-0" 9'-0" 9'-0" 91-0" 32" 10'-1" 10'-1" 10'-1" 10'-1" 24" 111_7, 111_7" 11,_7, 11'4" TABLE 1.31 0.042"x3"x8" Rafter (Single Span) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (psf) (in) 130 140 150 170 10 77' 14'-7" 13'-5" 12'4" 10'-8" LIVE 64" 15'-6" 14'-3" 13'-2" 11'-5" 48" 17'-10" 16'-5" 15'-3" 13'-3" 32" 21,_8" 20,_0„ 181-6" 161_1" 20 72" 12'-4" 12'4" 12'-4" 10 -4 - LIVE 64" 13'-0" i3'-0" 13'-0" Il --5-- 1'-5"48" 48" 15'-0" 15'-0" 15--0" 13-4- 32" 18'-3" 18,_3" 18,_3" 16,_1„ 25 77' 12'-0" 12'-0" 12'-0" 10'-8" 64" 12'4" 12'-9" 12'-9" 1 V -S" 48" 14'-8" 14'-8" 14'-8" 13'-3" 32" 17'-10" 1 T-10" 1r -i0 -I 16'-1" 30 72" 11'-0" 11'-0" 11'-0" 10'-8" 64" 11'-6" 11'-8" 11'-8" 11'-5" 48" 13'-5" 13'-5" 13'-5" 13'-3" 32" 16'4" 16'4" 16'4" 16'-1" 40 72" 9'-6" 9'4" 9'-6" 9'-6" 64" 10,_1" 10'-1" 101_111 101-1" 48" 11'-8" 11'-8" 11'-8" 11'-8" 32" 14'-2" 14•_2" 14,_2" 14,_2" 60 72" 7'7" 77" 77 7'-9" 64" 8'-3" 8'-3" 8'-3" 8'-3" 48" 9--6" 9'-6" 9--6" 9' 6. 32" 11'-8" 11,-8" 11,-8" 11'_8" TABLE 1.32 NOTE: THESE TABLES REQUIRE THE USE OF DETAIL L31 OR L32 0.040"x2"x6.625" Rafter Muldspan 0.047'x3"x8" Rafter (Multisnan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (p (in) 130 140 150 170 10 48" 16'-1" 14'-t1" 13'-10" 12'-1" LIVE 40" 17'-8" 16'-3" 15'-1" 13'-2" 32" 19'-3" 18'-2" 16'-10" 14'-9" 24" 21'-0" 20•_0" 19'-1" 16,_1011 20 48" 12,_0„ 12'-0" 12,_0" 17-0" LIVE 40" 13,_2" 13,_2„ 13'_2„ 13,_2" 32" 14'-10" 14'-10" 14'-10" 14'-9" 24" 17,_2" 17'-2" 17,_2" 16,_10" 25 48" 111-81, 11 -8" 11,-8„ 11,-8„ 40" 12'-10" 12'-10" 12'-10" 12'-10" 32" 14'-5" 14'-5" 14'-5" 14'-5" 24" 16'-9" 16'-9" 16'-9" 16--9- 30 48" 10'-7" 107 107' 1077" 40" 11'_8„ 11'-8„ 11,_8„ 11,-8" 32" 13'-7' 13'-2" 13'-2" 13'-2" 24" 15'-3" 15'-3" 15'-3" 15'-3" 40 48" 9'-0" 9'-0" 9'-0" 9'-0" 40" 10'-0" 10'-0" 10--0" 10'-0" 37' 11,_3" 11,_3„ 11'4" 11,_3„ 24" IT -2" 13'4" 13'4" 13'-2" 60 48" T-2" T-2"7'-2" 5'-11" 7'-2" 40" T-11" 7'-11" 7'121" 7'-11" 32" 9'-0" 9'-0" 9'-0" 9'-0" 24" 10'-7" 10'-7" 10'4" f 0'-7" rage u of tits TABLE 1.35 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (s (in) 130 140 150 170 10 72" 14'-7" 13'-5" 12'4" 10--8- LIVE 64" 15'-6" 14'-3" 13'-2" 11'-5" 48" 17,_10„ 16'-5" 15'-3" 13,_3" 32" 21'-8" 20'-0" 18'-6" 16'-1" 20 72" 10'-8" 10'-8" 10'-8" 10'-8" LIVE 64" 11'-4" 11'-4" 11' 4" 11'-4" 48" 13'-4" 13'-4" 13'-4" 13'-3" 32" 16'-T' 16'-7" 16'-T' 16'4" 25 77' 10'-4" 10'-0" 10,410-4„ 72" 64" IVA" 11'-1" 11'-1" 11'-1" 48" 13'-0" 13'-0" 13'-0" 13'-0" 37' 16,_2„ 16•_2" 18,_2" 1 72" 30 72" 9'-3" 9•-3" 9--3" 9'-3„ 64" 9'_11„ 9'-11" 9'-11" 9'-11„ 48" 11'-9" 11'4" 11'-9" 11'-9" 32" 14'-8" 1 14'4" 14'-8" W-81- 4'-8"40 40 72" 7'-9" r-9" 7'-9" 7--9" 64" 8'4" 8,4-- 8,-4„ 8,4„ 48" 9'-11" 9'-11" 9'-11" 9'-11" 32" 12'-7" 12'-7" 12'-7" 12,_7' 60 72" V-11" V-11" 5'-11" 5'-11" 64" 6'-5" 6--5" 6'-5" 6'-5" 48" 7'4" r-9" T-9" 7--9- 32- 1 9--11" 9'-11" 8'-11" 9'-11" TABLE 1.36 Lattice Tubes Ground Lattice Wind Speed and Exposure Snow Load Size Exposure C (s (n) 130 140 150 170 10 1.5" 72" 72" 72" 72" LIVE 2" 72" 72" 72" 72" 2"x3" 72" 72" 72" 72" 3" 72" 72" 72" 72" 20 1.5' 72" 72" 72" 72" LIVE 2" 71" 71" 71" 71" 27x3" 72" 72" 72" 72" 3" 72" 72" 1 72" 72" 25 1.5" 72" 72" 72" 72" 2" 69" 69" 69" 69" 2"x3" 72" 72" 72" 72" 3" 72" 72„ 72" 1 72" 30 1.5" 65" 65" 65" 65" 2" 62„ 62" 62" 62- 2"x3" 72" 72" 72" 72" 3" 72" 72" 72" 72" • 40 1.5" 55" 55" 55" 55" 2" 52" 52" 52" 52" 2"x3" 63" 63" 63" 63- 3- 65" 65" 65" 65" 60 1.5" 43" 43" 43" 43- 2- 39" 39" 39" 39" 2"x3" 49" 49" 49" 49" 3" 49" 49" 1 40l 49" T BLE .37 Amerimax Exterior Home Products' AL S 26921 US Hwy 74 Romoland, CA 92585 r% QQO� PRL PU 3441 Ivylink Place ? $8 Lynchburg, VA 24503 carloutnamt3comcast.net; .6 0 19 OCT 02 2013 LATTICE COVER 2.0 POSTSPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA' 0.042"x3'ke" Box Beam Detail L1) Double 0.04nT-AB" (Detail L12 Double 0.04(Y5a 6.62S' Detal 1.12 0.042'k3'48" Box Beam (Detail L1 Doub a 0.042"x3'k8' Detail 1.72) Double 0.040x2"x6.625' Detall L12 TABLE 2.1 Atteched &nde Freestanding or AUd dsingle Freestanding or Attached Freestanding or TABLE 2.1 Attached Strple reestanding or Attached Single Freestanding or An,d ed single Freesia n ing or Span Sh wtwe Mullis Units Strucaue Mullis an Units Structure Multispan Units span SuueEne Multispan Units seen Strmwe MuIG span Unks spar StrudMe Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH NZ MAXPOSTLENGTH MAX MAX POST LENGTH GROUND TRIG MAX POST MAX LMA)XI POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOTI POST MIN FOOTER r I Ir I 17 POST MIN FOOTER 8' I 1r I 1r POST MW FOOTER 8' I 1r I 17 SNOW POST REO POST SON FOOTI 10' 1 17 POST MIN FOOTER r I 1r I tr POST MIN FOOTER r I 10' I 17 LOAD (F7) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIPOST SIZE CONSTRAINEDF00T SPACINGP SIZE CONSTRAINED FOOTS LOAD (FT) SPAGNO FOR SPACI SIZERAINEOFOOTE SPACIN POST SIZE CONSIRAINEDFOOTE SPACINGPO SIZE CONSTFWNEDFOOT (PSE ON SLAB SLAB (FT) TYPE •d- 'd' •d' 1d• (Fn TYPE 'd' 'd' 'd' 'd' (FT) TYP 'd' •d' •d' -d- (PSF) ON SLAB SLAG (FT) TYP -d• •d" 'd' (FT) TYPE 'd' 'd' •d' 'd•(FT) 'd' 'd'•• 'dM1 M) 0n) M) M) M)MIM)M)M)C)(FT) M) 0n1 I M) 0n) M) I M (in) M)M) M) M) 10 3 27.8' A 11'•10' A 18 23 25 26 LIVE 3.5 19'-5' A 131-6' A 19 23 24 26 22 4 171-0' A 12'-r A 19 23 24 25 15'6' 4.5 151•1' A 11'40' A 10 22 24 25 25 5 13'•7• A 11'-2' A 20 22 23 25 23 5.5 174' A 10'•7' A 20 22 23 24 tr4' 6 11'-4' A 101•1' A 20 22 23 24 24 65 101•5' A 9'•r A 20 21 23 24 25 7 r4" A r -r A 21 21 23 24 Ir -r 7.5 14" A 8'40' A 21 21 22 24 25 6 r6" A 6'S' A 21 21 22 23 17 85 814' A 8'-r B 21 21 22 23 1516' 9 r6" A 71•10' B 21 21 22 23 26 95 T -r A T -T B 21 21 22 23 25 10 6'-9' A T-4• B 22 22 22 23 25 11 V -r A V-11' B 22 22 22 23 23 12 6'4' A 8'4" B 22 26 27 28 17.9' 13 5'-2' A r•2" B 22 22 22 23 g' -r . 1151. IDN FYOng1129 : nr t'U1"D exOnelmpA 13'6' C 26 26 21•-1' A 20 25 27 28 19•-7' B 21 25 26 28 18•-31 B 21 25 26 27 1 r3' B 22 24 26 27 164' B 22 24 25 27 15'6' B 23 24 25 26 14-10' B 23 23 25 26 14-2* B 23 23 25 26 13•-0' C 23 23 24 26 13•-2* C 24 24 24 26 tr4' C 24 24 24 25 17-3• C 24 24 24 25 11•-10• D 24 24 24 25 11.61 D 25 25 25 25 11•-2' D 25 25 25 26 Ir -r D 25 25 25 25 10'-1' 0 25 25 25 25 r -T D 26 28 1 26 1 Z8 lr-1P A 20 24 25 26 lr6' -A 20 23 25 26 164' A 21 23 24 26 15'-5' B 21 23 24 25 14'-r B 21 22 24 25 131.10' B 22 22 24 25 13'-3' B 22 22 23 25 12'-9' B 22 22 23 24 12'-3' B 23 23 23 24 11'-a" B 23 23 23 24 11•-5' 8 23 23 23 24 11••0' B 23 23 23 24 10'-8' C 24 24 24 24 10'4• C 24 24 24 24 10'-1' C 24 24 24 24 r -r D 24 24 24 24 r-1• D 25 25 25 25 8'-r 1 D 25 25 25 25 10 3 276' A 14A A 20 26 27 29 21'-1• A 23 28 29 31 18'-10' A 22 26 27 29 LIVE 35 tr-5' A 13'6' A 21 25 27 28 it -T B 24 27 29 30 1T6' A 23 25 27 28 A 4 1T4' A 1761 A 21 25 26 28 18'-3' B 24 27 28 30 164' A 23 25 27 26 r-0• 45 16'-1' A IIAW A 22 24 26 27 1T-3' B 25 26 28 29 15'-5' B 24 25 26 28 B 5 13'-r A 11'-r A 22 24 26 27 164" 8 25 28 28 29 14•-7' B 24 24 26 27 17 55 124' A 1g' -r A 22 24 25 27 1516' B 25 26 27 29 IT -10' B 24 24 26 27 19 6 114• A 10'-11 A 23 24 25 26 14'-10' B 26 26 27 29 13'-3' B 25 25 25 27 20 6.5 1 r-5' A 81-T A 23 23 25 20 14'-2' B 28 26 27 28 17.9' B 25 25 25 27 22 7 r4" A g' -r . A 23 23 25 26 13'6' C 26 26 27 28 17-3• B 25 25 25 26 T-/1• 75 9'-1• A 8'-10- A 23 23 24 26 13'-r C 27 27 27 28 11'-9' B 25 25 26 26 E 8 816• A r-5• A 24 24 24 26 176' C 27 27 27 28 11'-5' 8 26 26 26 26 20 BS 81-0' A 8'-r a 24 24 24 25 173' C 27 27 27 27 111-0' 8 26 26 26 26 20 9 r6' A 7'-10- B 24 24 24 25 11' -IV D 27 27 27 27 10'4r C 26 26 26 26 21 9.5 T -r A T -r 8 24 24 24 25 1116' D 28 28 28 28 10'4' C 27 27 27 27 10 6'-9' A T•4' B 24 24 24 25 11'-2' D 28 28 28 28 10'4' C 27 27 27 27 - 1I 6•-r A V-11- B 24 24 24 25 17.7' D 28 28 28 28 r -T D 27 27 27 27 12314' 2••11' A 6'6' B 25 25 25 ZS 10'-1' D 29 29 29 29 SA- D 28 28 28 28 19 5'-r A T-9- C 19 25 25 25 9'-T D 29 29 29 29 V -r D 28 28 28 28 20 3 11' -IV A 104• A 16 22 23 24 15'-21 0 18 24 25 26 13'-7' B 18 22 24 25 LIVE 35 to -2' A rS• A 16 21 23 24 14•4• B 19 23 25 26 176- B 18 22 23 24 A 4 8'-11' A 616" A 17 21 72 24 13'-0• C 19 23 24 26 111-8' B 15 21 23 24 r-0• 45 T-17' A Ir -1• B 17 21 22 23 17-r C 20 22 24 25 10'-11• B 19 21 23 24 B 5 7'-1• A r -r B 17 20 22 23 11'6" 0 20 22 24 25 1V-4" C 19 21 22 24 17 5.5 V-5" A T -I' 8 17 20 21 23 10'-101 D 20 22 23 25 9'-10' C 19 21 22 23 19 6 5'-11' A 6141 B 18 20 21 22 10'-4' D 20 22 23 24 914" D 20 20 22 23 20 6.5 11-5' A 614' B Is 20 21 22 9'-10• D 21 21 23 24 8'-I1' D 20 20 22 23 22 7 5'-1• A 61-W B 78 20 21 22 rS' D 21 21 23 24 8'-r D 20 20 21 23 T-/1• 75 4'-9' A 5'-9' 8 78 19 21 22 91-1' D 21 21 23 24 r3' D 20 20 21 23 E 8 4'-5" A 5'6• 8 IB 19 21 22 8'-07 D 21 21 22 24 r-11' D 21 21 21 22 20 85 4'-r A 5'-3" B 18 19 20 22 r-5" D 21 21 22 23 T-8" 0 21 21 21 22 20 9 3'-11' A 51-0' B 18 19 ZD 22 r-1' D 21 21 22 23 rS D 21 21 21 22 21 95 3'-9' A 4'-10' B 18 19 21 22 T-10' E 22 22 22 23 T -r D 21 21 21 22 10 T -S' A 4'4" B 19 19 21 22 r -r E 22 22 22 23 g-11- D 21 21 21 22 11 T-2' A 4'-4' B 19 20 21 22 T-1' E 22 22 22 23 r-7' D 21 27 21 22 12 2••11' A 4'-6 B 19 20 21 238'4' E 22 22 22 23 6'-3' E 22 22 22 23 13 76' A T-9- C 19 2D 22 23 6'-P E 22 22 22 23 5'-11' E 22 22 22 23 ICC EM398 (2012 IBC) 9/29/2013 3 r-0' A r -I• B 15 21 23 24 13'4" D 16 23 24 26 17-1• C 17 22 23 24 3.5 61.10" A w -r B 16 21 22 23 1r-51 0 Is 23 24 25 111•2• 0 17 21 23 24 4 6'-0' A T -r B 16 20 22 23 11•-6 D 16 22 24 25 17-4• D 18 21 22 24 4.5 5'-46" A r-0• B 16 20 21 23 10'-9" D 19 22 23 25 r4' D 18 2t 22 23 5 4'-10' A V-91 B 16 20 21 22 10'-1' E 19 22 23 24 r•2' D 18 20 22 23 5.5 4'-4' A C-11 C 17 20 21 22 r -T E 19 21 23 24 r4• D 19 20 22 23 6 41-0" A 51•9• C 17 19 21 22 91 1" E 19 21 23 24 0'-3' D 19 20 21 23 6.5 3'-r A 5'-5' C 17 19 20 22 it -W E 20 21 22 24 7'•10• E 19 20 21 22 7 3'•5• A 5'-2' C 171g 23 20 22 a r E 20 21 22 23 T4' E 19 20 21 22 7.5 3'•r A 4'•11' C 17 19 20 21 T-/1• E 20 21 22 23 7'J' E 19 19 21 22 8 3'-0• A 4'4" D 17 19 20 21 T -r E 20 2D 22 23 r4" E 20 20 21 22 8.5 7 10' A 4'-S" D 17 19 20 21 r -r E 20 20 22 23 8'•9" E 20 20 21 22 9 74" A 4'-3' D 17 19 20 22 T -V E 20 20 21 23 r-6- E 20 20 20 22 9.5 76A E 4'-1' D 17 ueu ewna 19 nar 21 o 22 6'-9• E 21 21 21 23 6'3" E 20 20 21 22 30 3 r-0' A r -r B 17 23 25 26 1316• 0 20 25 27 28 Ir -l" C I9 23 25 M 35 6'-10' A &'-323 23 24 25 17.5" D 20 25 26 28 11'-r 0 29 23 25 26 4 V -W A T-7' B 18 22 24 25 11'6" D 21 24 26 27 194' 0 20 23 24 26 45 1-4- A T-0' 0 18 22 23 25 10'-91 0 21 24 25 27 9`4r D 20 22 24 25 5 4'•10' A r6' B 18 22 23 24 10'-1' E 21 24 25 26 9'-r D 21 22 24 25 55 44' A 6'-1' C 19 21 23 24 9'-1, E 22 23 25 26 8'a• D 21 22 23 25 6 4'-0' A V.S. C t9 21 23 24 9'-11 E 22 23 25 26 91J• 0 21 22 23 25 6.6 T.G. A V-5' C 19 21 22 24 8'4" E 22 23 24 26 T-10• E 21 22 23 24 7 T-5' A 5'-r C 19 21 22 23 6'-31 E 22 23 24 25 Tfi' E 2222 23 24 75 T -r A 4'-11• C 19 20 22 23 T-11' E 23 23 24 25 r-3" E 22 22 23 24 8 T-0• A 4'6' D 19 20 22 23 T -r E 23 23 24 25 T-0" E 22 22 23 24 6.5 r-19' A 4'-5' O 19 20 22 23 T3' E 23 23 24 25 V-9" E 22 22 22 24 9 r4• A 4'-3" D 19 21 22 24 r-0' E 23 23 23 25 6'6" E 22 22 22 24 9.6 r -W A 4'-I• D 20 21 22 24 6'-9" E 23 23 23 25 V-3' E 23 23 23 24 i 1a mrn e:nruaune t1 Page 10 of 66 )UN 02 2015 OCT 02 2013 LATTICE COVER 20 POSTSPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA; R 0.042x3 8" Box Beam Detail L1 Double 0.D42'k3'k8' at l L12 Double 0.040"x2x6.625• Detad L12 -00-4-2-0-78- Box Beam (Dotal 1 Double 0.042"x3'k8" (Dstall 1-12) Double 0.040"x k6.625" (Detail L12) TABLE 21 adled SMgle Freestanding or Attached Single Freestanding or Attached Freestanding or TABLE 21 aged sh a Freestanding or drce single reestanding orp, died single Freestanding or r span strucaae Multispan Units SPanst,umue Multispan Units Structure Multis- Units span swmue Multi an Units Spm strumire Multis Units, SPan StnsNre Mu1fi Units GROUND TRIG •MAX POST - MAX MAXPOSTLENGTH - MAXj111MF%1- MAl(POST LENGTH MAX MAX POSTLENGTN GROUND 1 MAX POS MAIC MAX POST LENGTH MAX MAX POST LENGTH. MAxL!- MAX POST LENGTH 1 _ SNOW WIDTH POST REDD POST .MW FOOTF1t 6 I 10' I 17 POST 8' 10'_' 121 POST MW FOOTFJ2 6 I IV I fY SNOW WIDTH POST EO POST MIN FOOTER 8' I f0' I 121 POST MIN FOOTER B' I 10' 1,1Y POST 6 I f0' I 121 _ •• LOAD (FT)' SPACING FOR SPACI POST 512E CON57RAWED FOO SPAgN CON57RAWWFOOTE SPAgNG FO SIZE CONSTRAINm FOO LOAD (FT) SPAGNO FOR SPAG sae CONSTRAINED FOO SPACW POST SIZE CONSTRAINID FOO SPACING ONSTRAINEDF00 (PSF) ON SLAB SIAB (FT!' TYPE 'C' 'd' 'd• •d" • (FT) -d• 'd• -d' (FT) TYP 'd •d' -d' 'd' (PSF) ON SLAB SLAB - (M TYP'd' 'd' 'd •d' (FT) TYPE 'd •d' 'd' "d' (FT) -d' •C •d'. Ml n Ml On) (in) M1 Ml (FT) M) On) M) M) n) M) M M) Ml - M M) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B .115 MPH EXPOSURE B f 20 3 11' -IV A 104' A 18 24 25 27 15'•2• B 21 26 27, 29 13'•7• B 20 24 26 27 60 3 - CA' A S•IO• C /3 1g 21 22 T -r E 18 21 23 1,24 W-4- D 15' 20 21 23 LIVE 33 10'•r ' A 9'-5' A ' 19• 23 25 26 14'-0• B 21 '25 27 28 17.6' B 20 24 2S 27 33 3'a' A 5'J' C 1! 19 20 22 8'4• £ 18 21 -' 22 33' ` T -T E 15 2D 21 B J 1 8' -ft•: •A W -V A i9 23 24 ZB IV -0• C 22 25 ,26 28 11•-6• 8 21 X23 25 26' 4, 3-0' A 4=9' 0 14 19 2D 21 T-8' £ 16 20 22 23' T•1' .E H78 19 21 22 4.S T-11' A 8'•1" B 19 22 24 25 17.2• C 22 24 26 27 f0'-11' B 21 23 25 26 4.5 X -r• A 4'4• D 14 X18 20 21 T•1' E 16 20 21 _23 t1' -T .E _16 19 20 22 + 5 T-1" A r -r B t9 22 24 25 1t'-0• 0 22 24 26 27 10'4• C 22 23 24 28 5 7-5• A 4•-0• D t1 Is 19 ' 21 V-7" E 17 20 21 22 ' '6'-r E .16 19 20 21 • 5.5 C-51 'A 71-1• B 20' 22 23 2S 1C -Ir 0 23 24 25 27 w-10• C 22 23 24 25 5.5 7-2, A 3•-8• D 14 Is 19 20 V-2' E 17 20 21 22 5'•9' ` 'E 16 19 20 21 6 5'•11' A 6.8" 8 20 22 23 25 1014' D 23 24 25 27 64• _0 22 22 •.24 25 6 7-0• A 7.5' O 14. 18 18 20 51-ir F 17 19 21 22 514P E 18 19 20 21 6.5 51•5• A 64• B 20 21 23 24 V-101 D 23 23 25 26 F-11• D. 22 22 24 25 63. V-10' A T -r • D 14 16 19 21 51-V F 17 19 21 ,'22 ''5'-r E 17 - is 20 21 ' } 7 T-1" A 614' B 20 21 23 24 914• D 23 23 25 26 8'-r D 23 ' 23 23 25 - 7 1'•9" A 3•-0' D t14 " 19 20 21 . V-3" F 1_117 19 20 - '-22' 4'•11' E 17 16 ZO 21 73 4'•9' A 5'•9' B 20 21 23 24 9'•1' D 20 24 '•2S 26 63' 0 • 23 23 ` 23 . 25 7,5 1'•A A 7.10' 014 1B 20 21 5'4r F 7 19 20 2121 4'-8' 1.-F 17 10 20 21 N. a 4'•5• A 5'S" 8 20 21 22 24 6d" D 24 24 24 26' T•111 D 23 23 23 24 H 1'8 A Ze. 0 14 19 20 21 4'-9' F 17 19 20 " 21' 4'4'-. F 17 19 20 21 8.5 4'•2• A 5'3' 8 21 21 22 20 6S' • D 24 24 24 28 T•8• D - 23 23 23 26 B3 - 1=S• A' 2W 0 t! 19 20 21 IYi' F 17 19 20 '21 -• 44• F 17 19 ZO 21 9 8.11 • A 51-0" 8 21 21 - 22 24 8'•1" D 24 24 24 25 TS' D 23 23 23 24 115 MPH EXPOSURE C of 130 MPH EXPOSURE B - - - 25 3 9.5 7.9" A 4'-10• D 21 21 22 24 7"-10' E 24 • 24 24 25 r -r O 24 24 - 24' 24 33 6'-2" 10 7•6" A 4'-0- B 21 21 23 24 r-7- E 24 '24 24 25 - C-11' 'D 24 24 24 24 r -r A 11 T -r A • 4'4- 8 1 21 1 21 1 23 1 24 11r-1' 23 E 25 25 1 25 1 25 w.r 1 D 1 24 24 24 1 24 115 MPH EXPOSURE B _8'-5• 7"-10' B 17 21 ' 22 23 11'•10• D 19 22 ` 24 25 t0'-0• D 19 2122 22 24 - 5 51•91 A T4' 8 17 20 22 23 11'•2' D 20 22 23 _ 25 10'-1" D 19 21 22 . 23' • 25 3 91•T A 10-1 B SH '22 23 24 14'•10' D 16 23 25 28 Ira• . B 18 22 23 25 11' 33 6'-2" A 7S B 16 21 23 24 13'-0' . D 19 23 24' 26 173• C 1H 22 23 24 11' 4 r -r A 4'-9- B 17 21 22 23 121.8" D 19 23 24 25 W -S, 0 18 21 ; 23 -24 83' 9' 93' - 10' 103' 11' 1 4.5 64• A _8'-5• 7"-10' B 17 21 ' 22 23 11'•10• D 19 22 ` 24 25 t0'-0• D 19 2122 22 24 - 5 51•91 A T4' 8 17 20 22 23 11'•2' D 20 22 23 _ 25 10'-1" D 19 21 22 . 23' • 5.5 5'-r A 9•11' B 07 20 21 '23 10'-7• D 20 21 23 '24 9'-r D ,.19 21 22 23 6 4'-9• A 6'4i B 17 20 21 22 17.1• E 20 122 22 23 24 6.1" D 20 20 22 23 • ' . 83 4'-S• A V-2" -_ C 1 B 20 21 22 5 T E 20 " 21 - 23 24 Hid" D 20 20 22 23 7 4'-1' A 6'•10• C 18 19 21 22 9'-r E 21 21 23 24 64• D 20 20 21 23 '7.5 V40'. . A 5'•7" C 18 19 21 - 22 8'-101 E 21- 21 22 - 24 H'-0" E 20 20 21 22 • B T r A 5'4' C 18 . 19 20 22 B'S• E 21 21 22 23 r•9" E 20 20 21 22 03 84' A 51•1" C 16 19 20 21 8'-21 E 21 21 22 :23 T-5' E 20 20 21 22 . ` 9 7•2" A1'•10' S'-1' C 16 19 20 22 T-10" E '2t 21 '22 23 T -r E 21 21 21 22 • 9.5 7-0" A 4'-8• D- 16 19 -21 22 r -r E 21 21 22 23 T-0" E 21 21 21 22 • 60 3 . 4'-1" A 5'-10• C 15 21 23 -24 9'•r E 17 23 2S 28 B'4• D 17 22 23 25 11' 33 . 316 A V-3' C 15 • 21 22 24 ' 8'4" E 16 23 24 25 ' r -T E 17 21 2324 t03' 11' 4 T -W A 4'-9- D 15 20 .22 23 T-0" E 18 22 24 25 T-1• E 18 ,18 21 . 23 24 83' 9' 93' - 10' 103' 11' 43 7.8• A 44" D 16 20 21 23 T•1• E 16 22 23 ` 25 . 6-r E 21 21 22 24 - 5 75• A 4'4r D 16 20 21 23 8'-r E 19 22 23 24 V -r E 16 21 22 23 • 5.5 r -r A 3'-0" D 16 19 21 22 6'-r E 19 21 23 24 5'-9• E 18 -20 22 23 6 Z -V A 3'S• D 16 19 1. 2l 22 5'•10• - F 19 21 23 24 5'-0" E 19 20 22 23 BA 11•10'A A 3'-r 0 1B 20 21 22 5'4i F 19 21 22 24 ' 5'-r E 19 20 21 23 .7 - 1'-9" -. A 3'-0• 0 i6 ZD 21 23 5'•3• F 19 1 21 1 22 24 4'•11" E 1 19 1 20 21 1 23 OVER- NANO Ili MYI1 tJl1'VSVItC V TABLE22 TRIBUTARYWIDTH9 FOR SINOL.E SPAN ATTACHED STRUCTURES PROJECTIONOF SINGLE SPAN STUCTURES (Frj11 enruwxe n .. IN r .. + 8' 9' - 10' 11' 17 17 14' 15' 16 17' 18' 16 20' 21' 1 27 10' • 4- 4.5' S S3' 6 63' T 7.6 r 8S 9' 9.5' t 10' 103' i 11' 1' 43' S' S3' . V a3' T 7.5' S. 83' 9' 93' 10' 10.5' 11' 113' 9-7' Y• S' • 5.5' 6 6.5• T 73' 6 8.5' 9' 93' 10' 10,5' ,. 11' 11.51 } 17 27 7 Sb' 6 1 ' 6.S T 7S 683' 9' 9,5 10' t03' 11' 11.5' 12' .123' t 4' 6' 6.5' - T 7S S 8.6' Q.93' 10' 103' 11' 11.5' 17 123' '13' 173• . S' 6.5• r 7S 6 83' 9' 93' - 10' 103' 11' 11.5' 17 12.5' -13"' .. 13.5' 19 TABLE 23 Post Requirements . for Attached SIngle Span Structures Ili MYI1 tJl1'VSVItC V or rw MYn enruwxe n L1 0.024"x3'k3°Post with Side let 11' B L24 Clover 0.03171A3'Sc3"Atum 11' C L11 Clover 0.D40"xT!ic3"Alum _ D L11 Colonial 0.062" Extruded 17 E 25 3 9-7' A 10'-1' B is 24 25 26 14'-10" D 20 26 27 29 183' B 20 24 25 27 15' 3.5 6-r A 9'-2" B 16 23 25 26 13'-8• ` O ` 21 25 27 28 173• C 20 24 25 26 4 T -r A V -S" 8 19 23 24 26 IZ-8" D 21 25 26 28 11=5' D 21 23 25 26 - 43 64" A r-101 8 19 22 24 25 11'-1Ir D 22 24 26 27 17.81• D 21 23 24 26 5 S -e" A T4' B 19 22 , 24 " 25 %1'2* D 22 24 26 27 10'-1' D 21 23 24 26 53 5'-r A 6-11" B 19 22 23 25 1N -T D 22 24 -25 27 7-r ' D 22 22 • 24 25 8 4'-9- A V -w B 20 22 23 24 10'-1 • E 23 24 25 26 9'-1' D 22 22 24 25 6.5 4'S' A 6'-r C 20 21 23 24 9'-r E 23 23 25 28 9•-0- D 22 22 23 25 7 4'-1" A V-10- C 20 21 23 24 T -r E 23 23 25 26. 64• 0 22 22 23 .25 - 7.5 7.1 D' A 5'-T' C 20 21 22 24 8'-10' E 23 23 24 .26 V -V . E 23 23 - 23 .24 8 3--T' A5'4' C 20 21 22 24. 8'S• E 24 24 24 26 _ r-9•„- E 23 23 .23 24 H3 74• A S'-1' G 20 21 22 .23 6-r IS 24 24 24 25 T -S' E M 23 23 24 • 9 7-r A 4'-10' '^ C 20 21 22 24 r -IV E 24 24 24 25 T -r E 23 23 23 24 9.5 7-0" / A 4'd" 0 20 21 22 24 T -r ' E 24 24 24 , 25, 7'-0• E 23 23 23 24 10 1 Y-101 A 1'-8' D 21 21 23 24 T4' ' E 24 24 24 25 6.9" E 24 24 24 . 24 GENERAL INSTRUCTIONS FOR THESE TABLES TABLE 23 Post Requirements . for Attached SIngle Span Structures TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Post Description Max POST Detail Hgt Code 0.042"x3'k8"Aluminum Post 10' B L1 0.024"x3'k3°Post with Side let 11' B L24 Clover 0.03171A3'Sc3"Atum 11' C L11 Clover 0.D40"xT!ic3"Alum 11' D L11 Colonial 0.062" Extruded 17 E AE 0.041"X3'a' Steel Clover 11' F L11. 0.041'7X3'5)3" Sleet Clover 8' 1 G L11 3116"x3"X3" Steel Square 15 H L21 3116"ffx3"SIeeIS uare 12' 1 121 u 31169)4"x4" Steel S are 15' J L21 31l6-X5"x5' Steel Square 15' x L21 TABLE 24 Post Requirements for Freestanding Structures or Muldspan Attached Structures TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Post Description Maximum Footing Max Height POST Code Detail # 0.041"x3'k3" Steel Clover " d= 20" - 9 • B L11 . 0.041"X3'k3" Steet Clover ON 21"...1.8' B ' Ll l 3119)3'x3" Steel Square d= 30" 12' C L21' 311Sk3"x3" Steel uare d= 32" 8' F 121 311SSt39X3" Steel Square d= 15 F L21 3116"x3"X3" Stee! Sq12 + E L21 3116"x4' x4" Steel uar d= 1" is G I L21 3/16k5'k5"Steel uar d= 16- 1 1 L21 2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT ' TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amer(max Exterior Home I 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE ` - FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 (PATIO UNITS USE 10 PSF MIN. COMMERCIAL UNITS 9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92586 USE 2OPSF MIN) 10. USE THE APPROPRIATE DETAILS (1-1-129). DETAILS MAY REQUIRE POSTTO UPGRADED. 4_ CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES LS AND L2 ON SHEET MIsCS Car( Putnam, P. E. ADEQUATE CLEARSPAN FOR YOUR NEEDS. 'FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEI+ 3441 Ivylink Place S. DETERMINE TRIBUTARY WIDTH FROM TABLE 22 OR l '. SLAB T. DETERMINg MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg, VA 24503 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadputnam0_)ccmcasLnet 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE " SLAB 9. FOLLOW 9.11 FROM ABOVE POST SPACING. SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MIse3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 + ICC ESR1398 (2012 IBC) 9/29/2013 _ Page 11 of66 ' 022015,- OCT 2 2015. - = •` OCT 02 2013 LATTICE COVER 2.0 POST TABLE 2.5 E paschedSingle FreeStanding Or 32 wired Single lFreestancling or E 30 30 32 spen Struea0e IMultispan Units I 30 Stuctrpe IMuffispan Units 31 33'-5' F 31 31 STLEN$NOW 15H' MAX F 31 DTH POSN('T RE POST MW FOOTER 8' ! 2 I POST MIN FOOTERi L ING S LOAD (FT) SPACING FORPOST SPAWN POST SIZE CONSTRAINID FOOTS SPACW 33 SIZE CONSTRAINED FOOT (PSF) 30'-7 ON SLAB SLAB (FT) TYPE 'd" 'd" I •d' I •d' (FT) TYPE •d' 'd' I "d' I -d- 10 5 1Y -T LIVE 5.5 12'-4' 6 11'-4' 6.5 10'-5' 7 9'15" 75 9'•1" 8 8'fi B T4T 95 7'-P f0 6'-9" 10.5 8's 11 V.2" 11.5 5'-11' 12 5'-0' 13 5'-2' 144'-10' 15 4' W I15 RAPll EYPM A 20'-1' C A 18•11" C A 1T-10" D A 16'-1 V D A IV -1' D A 154' D A 14'5' O A 14'-0' 0 A 13'5 D A 13'-0' D A 12'-6' D A 12'-1' D A 11'-7' D A 11'-1' D A 10'-7• 0 A V-10' D A 9'-1' D A W -W D 24 25 28 24 25 28 24 24 27 25 25 27 25 25 27 25 25 26 25 25 26 25 25 26 25 25 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 25 26 26 26 26 26 26 26 26 26 Or PJStructure iMultispan Units MAX 14AX POST LENGTF POST MIN FOOTER 8' 117 I 15' ACM SRE CONSTRAINED FOOT (Fn TYPE 'd' 'd I 'r I 'd 35'-0' E 29 29 32 34'-10" E 30 30 32 34'-1' F 30 30 31 33'-5' F 31 31 31 37.9' F 31 31 31 32'-2' F 32 32 32 31'-7' F 32 32 32 31'-1' F 33 33 33 30'-T F 33 33 33 30'-7 F Sr 34 34 29'-9' F 34 34 34 294" F 15 35 35 29-11' F 35 35 35 28'-0' F 35 35 35 29'-2' F 36 36 36 2T -r F 39 36 36 26'-11' F 371 37 37 26'3' G 38 36 38 10 5 13'•r A ZO-1' C 27 27 3030'-1' 27 E 31 31 33 35'-0' E 32 32 35 LIVE 55 17-4' A 1C--11' C 27 27 30 29'4' E 31 31 33 14'-10' E 33 33 34 27-2' 6 11'-4' A 17'.10' D 27 27 30 264• E 32 32 33 34'-1' F 34 34 34 2S 65 10'-5" A 16'-11" D 28 28 29 2r -r E 33 33 33 33'-5' F 35 35 35 18'-10' 7 91 -0' A 16'-1' D 28 28 29 26'4' E 33 33 33 37-9' F 35 35 15 21 75 9'-1' A 15'-4' D 28 28 29 25'-5' E 33 33 33 =.2' F 36 36 3615 V-11' 8 81 A 1414" D 28 26 28 24 5' F 34 34 34 31'-r F 36 36 36 8 85 8'-0' A 14'-0' O 28 28 28 23'-8' F 34 34 34 31'-1 • F 37 37 37 30 9 T-6' A 13'-0' O 29 29 29 27.10' F 34 34 34 30'-r F 38 38 38 G 9.5 T -r A 131 -0' D 29 29 29 27.2' F 34 34 34 30'-2' F 36 38 38 27 10 V -S' A 1250 31 29 29 29 21'-6' F 3S 35 35 29'-8' F 39 39 39 F 105 65' A 17-1' D 29 29 29 20-10' F 35 35 35 294' F 39 39 39 23 11 V.r A 11'•7' D 29 29 29 20'3' F 35 35 35 28'-11' F 39 39 39 D 11.5 5'-11• A 11'-1' 0 29 29 29 191.9' F 35 35 35 28'0' F 40 40 40 3'-2' 12 V -W A 10'-7' D 29 29 29 19'-3' F 35 35 35 28'-2' F 40 40 40 ' 13 61 4" A 9'-10' D 29 29 29 IV -4' F 36 36 36 27'.7' F 41 41 41 33 14 4'•10- A 9'•1" D 29 29 29 17'$' F 36 36 36 26'•11" F 42 42 42 27 15 4'.9" A 8'15 D 2B 29 13 16'-9" F 36 36 38 2E3- 1G1 42 42 142 20 5 7'-1" A 12'-11' D 21 23 25 27 22'.1' F 25 26 29 30 30'-1' F 27 27 31 32 LIVE 5.5 618 A 17.1' D 21 22 25 27 20'-10' F 25 25 28 30 27-2' F 28 26 30 32 POST 6 5'-11" A 11'-1' 0 21 22 25 26 19'-9' F 25 2S 28 30 281-4' F 28 28 30 32 6.5 5'-51 A 101-3' D 21 22 24 26 18'-10' F 25 25 28 29 27'-7' F 29 29 30 32 'C 7 5'-1' A 9'-T . D 21 21 24 26 18'-0' F 26 26 27 29 26'-11' F 29 29 30 32 5 75 4--9' A V-11' D 21 21 24 25 17'3" F 26 26 27 29 26'-3" F 30 30 30 32 5.5 8 4'-5' A 84' D 21 21 23 25 161$- F 26 26 27 29 25'-9' G 30 30 30 31 6 6.5 4'-2' A 7'-11' D 21 21 23 25 15-11' F 26 26 27 28 25'-3' G 31 M 31 31 615 9 T-11' A TS' D 21 21 23 25 16'-4' F 27 27 27 28 24'-9' 0 31 31 31 31 7 9.5 3'-9- A T-1' D 21 21 23 24 14=10' F 27 27 27 28 24'-4' G 31 31 31 31 7.5 10 31b" A V.9" 0 21 21 23 24 14'-0' F 27 27 27 28 23'-11' G 32 32 32 32 8 10.5 3'11 A 6'-5' D 21 21 22 24 17.10" F 27 27 27 28 23'-6' G 32 32 32 32 85 11 3'-2' A 6'-1' D 21 21 22 24 IT -51 F 27 27 27 27 23'-2' G 33 33 33 33 9 115 T-1' A 5'-10' D 21 21 22 24 13'-1' F 27 27 27 27 22'-8' G 33 33 33 33 95 12 2-11' A S'-7- D 21 21 23 24 12.8' F 27 27 27 27 27-31 G 33 33 33 33 10 13 715' A 5'-2' D 21 21 23 25 12'-0' F 28 28 28 Z8 2V-5 6 34 34 M 34 105 14 7E' A 4'-10' D 21 21 23 25 11'-S' F 28 25 28 28 m'd' G 34 74 34 34 11 115 7-4' A 4'-0 D 21 21 24 25 10'-t1" F 28 26 28 28 20'-0- G 34 34 34 34 ICC ESR1398 (2012 IBC) 9/29/2013 I 30 16 Ga 3"W Steel C Beam (Detail 1-18) 12 Ga 3°x8" Steel C Beam (Detail L18) Double 12 Ga 3 k8" Steel C (Detail 1.8 TABLE 2.6 24 Attached Single lFroestarWing Or 19'x' Aleched Single Ffeestandrlg or 27 Me Single Freestanding Or W.3. F span seveture IMAspan Units 32 Seen SWcwe IMuffispan Units 55 span Strucnae Multispan Units GROUND TRIG MAX POST MAX 29 1 B'-2' MAX POST LENGTH MAX 27 30 MAX POST LENGTH MAX G 30 MAx POST LENGTH SNOW U1DTH POST REO POST MIN FOOTER B' I 17 I 15' POST MIN FOOTER Ir I 17 I 1S POST MIN FOOTER B I 12 I 15' LOAD (FT) SPACING FOR SPACIN 31 9rtE JCONSTRAJNEDFOOTEFSPACIN POST SIZE CONSTRAINED FOOT SPACING PO SIZE CONSTRAJNEDFOOTEF (PSF) 27 ONSLAB SLAB (FT) TYPE'd" 29 'd' •d' 'd' (FT) TYPE 'd' 'd' 'd' 'd• (FT) TYP 'C "d" 'd' -d- YS A (FT) E 22 22 M) Ont M) On) 15'-0' F On) On) (in) (tn) 29 31 On) (in) (in) ON 115 MPH EXPOSURE 8 30 5 4'-10' A 1D'-0' E Is 22 25 26 191-4' F 24 25 28 29 26U• F 26 27 30 31 33 5.5 4'-4' A 9'-9' E 19 21 24 26 16'-2' F 24 25 27 29 25'-5' G 27 27 28 31 33 6 V.W A V -it• E 19 21 24 25 17'-3' F 24 24 27 29 24'$• G 27 27 29 31 33 615 Y-8' A 8'3" E 19 21 23 25 16'-5' F 24 24 27 29 24'0' G 28 28 29 31 33 7 3'4' A TS1 E 19 20 23 25 15'.9' F 25 25 27 28 23S' G 28 28 29 31 34 7.5 Y-2" A 7'-7' E 19 20 23 24 14'-11' F 25 25 26 28 27-11' G 29 29 29 31 34 8 Y-0' A 6'-9' £ 19 20 23 24 14'4' F 25 25 28 28 2251 G 29 29 29 30 35 85 7.10" A 6'4' E 19 20 22 24 (3101 F 25 25 26 28 27-0" G 29 29 29 30 35 9 7-0' A 6101 E 19 19 22 24 131-31 F 25 25 26 27 21'-7' G 30 30 30 3g 35 95 7.6' A 5'-01 E 19 19 22 24 I T-9' F 25 25 25 27 21'-2' G 30 30 30 30 10 7.5" A 5'-5' E 19 19 22 24 17.4" F 26 26 26 27 20'-10- G 30 30 30 30 105 731 A V-2' E 19 20 22 24 I1'-11' F 26 26 M 27 20'-6' G 31 31 31 31 11 7 2' A 4'-11' E 19 20 22 24 11'-r F 26 26 25 27 2Pd" G 31 31 31 31 115 7.1' A C-0' E 19 20 22 24 111-3' F 26 26 26 26 1g'-10' G 31 31 31 3f 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 6 4' -IV A 10'-6' E 22 24 27 29 19'x' F 26 27 30 32 W.3. F 29 29 32 34 55 4'4' A W.S. E 22 23 28 29 1 B'-2' F 27 27 30 32 255' G 30 30 32 34 6 4'-0" A 8'-11' E 22 23 26 28 17'31 F 27 27 29 31 24'-8' G 3l 31 32 34 65 Y-0' A C3' E 22 23 25 27 IV V` F 27 27 29 31 24'-0' G 31 31 32 34 7 YS A T-0' E 22 22 25 27 15'-0' F 28 28 29 31 235' G 32 32 32 34 75 Y -r A TQ' E 22 22 25 27 W-11' F 28 28 29 31 22-11' G 32 32 32 33 8 Y-0' A 6'-91 E 22 22 25 28 14'-4' F 28 28 28 30 27-S' G 33 33 33 33 85 7.1P A 64' E 72 22 24 26 13'-9* F 28 28 28 30 27-01 G 33 33 33 33 9 715' A 6'4' E 22 22 24 26 1313' F 28 28 26 30 21'-r G 33 33 33 33 95 715' A B-6" E 22 22 24 26 12'.9' F 29 29 29 30 21'-2' G 34 34 34 34 10 715" A 51-5' E 22 22 24 25 173' F 29 29 29 29 20'-10' G 34 34 34 34 1015 73' A S'-2' E 22 22 24 26 11'-11' F 29 29 29 29 20'E' G 35 35 35 35 11 7.7 A 4'-11' E 22 22 24 26 11'-r F 29 29 29 29 20'-r G 35 35 35 35 115 1 7.1' I A 4'-8' E 1 22 1 22 1 25 26 11'31 F 1 29 1 28 1 29 29 19'-1P I G 1 35 1 35 1 35 35 LATTICE COVER 2,0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA' A 175' 16 Go 3'x8" Steel C Beam Detail 8) 12 Go 3'It5' Steel C Beam (Detail L18) Double 12 Go 3' S' Steel C Detail 1-8) TABE 2.6 "ed single Freestanding or F llach"Single Freestanding or 28 Attached Freestanding or F span Struewe Multispan Units 30 span struewe Mu)tis an Units 5.5 Structure Multispan Units 11-7' GROUND TRIS MAX POST MAIL 20'4' MAXPOSTLENGTH MAX 25 28 MAXPOSTLENGTH MAX F 27 MAX POST LENGTH 30 SNOW MOTH POST REOD POST MIN FOOTER V I 17 I 15' POST MIN FOOTER 9' I 1r I IV POST MIN FOOTER 8' I 17 I 15' 28 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINIDF SPACING PO 972E CONSTRAINED FOO SPACINGP E 512E CONSTRAINED FOD 24 (PSF) 18'-4' ON SLAB SLAB (FT) TYFE 'd' 'd' 'a• 'd IFTII TYPE 'd' 'd 'e" 'e' (FT) TY 'd "e" '8 'd' C-1' A 9'-1' (FT) 21 21 M) M) M1 M) 1T-6' F fm) lin) (in)M) 27 29 Ont M) fm) On) 29 115 MPH EWOSURE C or 130 MPH EXPOSURE 8 31 20 5 T-1" A 17-11" 0 23 25 28 30 27.1' F 28 28 31 33 31Y-1' F 31 31 33 35 33 LIVE 6.5 C-5' A 17.1' 0 23 24 27 29 20'-10" F 28 28 31 33 29'-2' P 31 31 33 35 8.5 34" 6 5'-11" A 11-1' 0 23 24 27 29 19'-9' F 28 29 30 32 21-4' F 32 32 33 35 3'•r A 8.5 5-S" A 1014' 0 23 24 27 28 18'-10' F 29 29 30 32 2T-7' F 33 33 33 35 A V -g' 7 5--1' A 9'-7- D 23 23 26 28 181-0' F 29 29 30 32 28'-11" F 33 33 33 35 6'S' E 7.6 4'-9" A 8'-11' D 23 23 26 28 1TJ' F 29 29 29 31 26'-3' F 34 34 34 34 E 21 8 4'-S" A 64' D 23 23 26 27 161-6' F 29 29 29 31 25'-8' G 34 34 34 34 21 21 8.5 4'-2' A 7'-11" D 23 23 2S 27 15'-11• F 30 30 30 31 2 -3' G 35 35 35 35 21 22 9 3'•111 A T-5' D 23 23 25 27 15'4' F 30 30 30 31 24'-9' G 35 35 35 35 E 23 9,5 3'-9' A T -f" D 23 23 25 27 14'-10' F 30 30 30 30 241.4' G 35 35 35 35 TABLES 10 3'S' A 6'-V D 23 23 25 26 144' F 30 30 30 30 23'-11" G 36 36 38 36 10.5 14" A 1S' D 23 23 24 26 13' -IO` F 30 30 30 30 23'a' G 38 36 38 36 11 Y -r A V-1" D 23 23 24 26 13'-5' F 31 31 31 31 23'-2' G 37 37 37 37 11.5 3'-1' A 5'-10' D 24 24 25 26 13'-1' F 31 31 31 31 22'5' G 37 37 37 37 12 7-11' A 5'-T D 24 24 23 27 175• F 31 31 31 31 22U' G 37 37 37 37 13 75' I A 5'•r I D 1 21 1 24 25 1 27 11 17-0' F 1 31 1 31 1 31 1 31 it 21'5' 1 O 1 38 1 38 1 38 1 38 115 MPH EXPOSURE B 25 5 V-9' A 175' E 20 23 25 27 206" F 24 25 28 30 2T-10' F 27 27 30 32 - 5.5 V -r A 11-7' E 21 22 29 27 20'4' F 25 25 28 30 27'-0' F 27 27 30 32 - 0 _ 4'-9" A 17-71 E 21 22 25 26 19'-31 F 25 26 28 29 26'4" F 28 28 30 31 31 . 6.5 V -S' A Y-10' E 21 21 24 26 18'-4' F 25 25 27 29 25'-6' G 26 28 29 31 32 7 C-1' A 9'-1' E 21 21 24 25 1T-6' F 25 25 27 29 24'-11" G 29 29 29 31 32 7.5 T•10' A 11.6' E 21 21 23 25 16'•9' F 26 26 27 29 24'-4' G 29 29 29 31 33 8 3'•T A 11.4' E 21 21 23 25 161•1' F 26 26 27 28 23'•10' G 30 30 30 31 33 8.5 34" A T6' E 21 21 23 25 16'-S' F 26 26 26 28 23'-4' 0 30 30 30 31 34 9 3'•r A T-1' E 21 21 23 24 IVA0' F 26 211 ZS 28 22'11" G 30 30 30 31 34 95 3'-0" A V -g' E 21 21 23 24 144' F 26 26 28 ZB 276' G 31 31 31 31 35 10 Y-10' A 6'S' E 21 21 22 24 13'-11" F 27 27 27 211 22'-1' G 31 31 31 31 35 35 75' A 61•1' E 21 21 22 24 1315' F 27 27 27 27 21'•9' G 31 31 31 31 35 _10.5 11 Y -T A 5'-10- E 21 21 22 24 IT -O' F 27 27 27 2T 21'S' G 32 32 32 32 36 11.5 Y6" A V-7- E 21 21 22 24 1 175' F 27 27 27 2T 2181' G 32 32 32 32 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 25 5 5'-9" A 17-0' E 23 25 28 29 2116' F 27 28 31 33 2T-10' F 3D 30 33 35 7.9" 6.5 5'-2" A 11'-7' E 23 24 27 29 W-3- F 28 28 31 32 2"' F 31 31 33 35 A 6 4'-9' A 10'-1- E 23 24 27 29 19'4' F 28 28 30 32 20'4' F 31 31 32 34 4'-1' 6.5 4'-5' A 9'-10' E 23 23 26 28 18'-4' F 26 28 30 32 2561 G 32 32 32 34 A 7 4'-1" A 9'-11 E 23 23 26 28 156' F 29 29 30 31 24'-11' G 32 32 32 M A 75 3'-10' A 8'S' E 23 23 26 27 W-9" F 29 29 29 31 24'4" G 33, 33 33 34 A 8 Y -T A 81-0' E 23 23 25 27 IS`4, F 2.9 29 29 31 23'-10' G 33 33 33 34 A 65 34' A T6" E 23 23 25 27 155' F 29 29 29 31 234' G 34 34 34 34 A B 7-2' A T-11 E 23 23 25 27 14'-10' F 30 30 30 30 27-11' G 34 34 34 34 9.5 7-0' A V-9' E 23 23 25 26 144' F 30 30 30 30 2Y5' G 35 35 35 35 10 Z-10' A S-5' E 23 23 24 26 1S'-11' F 30 30 30 30 2Y-1' G 35 35 35 35 10.5 YS" A 6'-1" E 23 23 24 26 15.5' F 30 30 30 30 21'-9' G 35 35 35 35 11 Y -T A V-10' E 23 23 24 26 13'-0" F 30 30 30 30 21'-5' G 36 36 36 36 11.5 76" A 5'-7' E 23 23 25 26 175' F 30 30 30 30 21'•1' G 36 36 36 36 12 7.4" A 54' E 23 23 26 27 12'-4' F 31 31 31 1 31 11 20'•10' G 38 36 36 36 " 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 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 OF 2 6, CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 SNOW IV11DTHI POST IREDT1 POST I MII LOAD (FT) SPACING FOR SPACINdPO: (PSF)I 5 IO SLAB IBLASI (17) ITYF 115 MPH EXPOSURE B 40 5 3=T A 8'-7 E F 5.5 T-3' A T-5' E G 6 T -w A F-9' E 5.5 6.5 7.9" A 6'-3' E 22 7 7T A T-10' E 26 7.5 7-5' A 5'-5' E 29 8 Y-3" A 5'-1' E A 8,5 2'-1' A V-10' E 26 9* F A 4'S" E 30 9.6 1'-11' A 44"` E 33 10 1'-9' A 4'-1' E E 10.5 T 8' A T-11' E F 14ravwFxonecmcr 26 28 30 21'-10' heel C Beam Detail L78 12 Go 3 8" Slee C Beam Detail L18)1, Double 12 Ga 3'x8" Steel C (Detail8 ed Sine Freestanding or ADaehee single Freestanding or Attadled same Freestand ng or suucwe Multispan Units spmstnKwe Multispan Units Spon Struceue IMultispan Units MAXPOSTLENGTH MAX MAX POST LENGTH MAX MAXPOSTLENGTH F]S :9E ER 0' I lY I 15" POST MIN FOOTER 6' I 17 I iw POST MIN FOOTER 8' 1 17 I /Y CONSTRAINED FOO SPACIN POST 6¢E CONSTRAINED FO SPACING 812E CONSTRAINED FOOTEF 'd" 'd' ' (FT) TYPE 'd 'd'"'''d.(FT) 'd' 'd' 'd' 'd') n nl M1 Ml fm) Ml ."M) 6.1 M) M) M1 18 21 23 2S •1S-3' F 22 24 27 28 23=10" 0 25 25 29 31 18 20 23 25 1V-3' F ,22 24 26 .28 23'-1' G 26 26 29 31 18 20 23 24 14'-5' F 23 23 26 28 2Y -S' G 26 26 29 30 18 20 22 24 13'5' F 23 23 26 27 21-10" O 27 27 28 30 1$ 19 22 24 IT 0" F 23 23 26 27 21'•3' G 27 27 28 30 18 19 22 23 17.5' F 23 23 ' 25 27 20'-10' G 28 28 28 30 18 19 21 23 11'•11' F 23 23 25 27 204' G 28 26 28 30 18 19 21 23 1115' F 24 24 25 27 19'•11' G 28 28 28 30 18 19 22 2:F 11'-0'F 24 24 25 26 19'-r H 29 29 29 30 18 t9 22 2] 10'•T F 24 24 24 . 2611 1 19-3' H 29 211 29 29 18 19 22 24 10'-r F 24 24 24 26 111'•11' H 29 29 29 29 111 1 20 22 24 9'-1C F 24 24 24 28 18'•T H 30 SD 30 30 MPH EXPOSURE R 40 5 Y•T A 6'-2" E ZO 23 25 27 16'-3" F 25 26 29 31 23' -IC G 28 28 32 34 9' 5.5 3'-3" A T•5" E 20 22 25 27 1S-3' F- 25 26 29 31 23'-1' G 29 29 31 33 8' 6 3-0" A 6'-8' E 20 22 25 26 14'5' F 26 26 28 30 22'5' ' G 30 30 31 33 7 6.5 7.9" A 6'-3" E 20 21 24 26 13.5" F . 25 26 28 30 21'-10' G 30 30 31 33 8' 7 Y•T A 5'-10' E 20 21 24 28 131-V F 26 26 28 30 21'4' G 31 31 31 33 11.5' 75 2'•5" A V-5' E 20 21 24 25 lY-5" F 26 26 28 29 20'-10' G 31 31 31 33 8 r -r A V-1" E 20 21 23 25 11'-11' F 26 26 27 29 204" G "32 32 32 33 8.5 Y-1' A 4'-10' E m 20 23 ZS 11'-5• F 27 27 27 29 19'-11' O 32 32 32 B 7-0' A 4'6' E 20 21 24 25 11'-0' F 27 27 27 19'-7' H 321 32 32 32 OVER- Structures Post Description Max POST Detail Hgt Code TABLE 22 TRIBUTARY WIDTHS FOR SING LE SPAN ATTACH ED STRUCTURES 10' B L1 HANG B L24 Clover0.03Dk3'k3"Alum 11' PROJECTION OF SINGLE SPAN STUCTURES IFT) Clover 0.049`xT`x "Alum 11' D L11 Colonial 0.062" Extruded 17 8' 9' 10' 11' 17 IN 14' 15' 16' 17' 18' 19' 20' 21' A 2Y C 4' 4.5' IF 5.5' 6' 65' T 7.5' 8' 65' 0' 95' 10' 105' 11' 5' 5.5' 6' 6.S' T 75' 81 8S 9' I.S. td 10.5 111 11.5' 7 S' 5.5' r 65' T 75' 6' 8.5' 9' 9.51 10' 10.5' IV 11.5' 17 3' 6.6' 6' 65' T 75' 8' 85' 9' 95' 10' ION 11' 11.5' 17 125' 4' 6' 6.5' 7' 7.5' 8' 85' w 9.5' - 10' 10.5' 111 11.5' 17 12.5' .. 13' 5' 1 6.5' T 7.5' 8' 85' 9' 9.5' 10' 10.5' 11' 11.5' 1Y 125' 13' 13.5' TABLE 23 Post Requirements for Attached Single S an Structures Structures Post Description Max POST Detail Hgt Code 0.042')(3'x8" Alumirwm Post 10' B L1 D.024'k3'k3"Postwith Sid lal 11' B L24 Clover0.03Dk3'k3"Alum 11' C L71 Clover 0.049`xT`x "Alum 11' D L11 Colonial 0.062" Extruded 17 E AE 0.041"x3'k3" Steel Clover 11' F L11 0.041"x3')(3" Steel Clover 8' G L11 3116'x3'xW Steel S uare 15' H L21 3115xT'x3" Steel re 17 1 L21 3/16')(4')(4" Sleet S are 15 J L21 3116xS X Steel are 15' K L21 9- 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 FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 26921 US Hwy 74 9. FIND THE OIC SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92685 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 MISC6 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN - 3441 Ivyllnk Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB,FROM TABLE 25 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING eariputnamoComcast.net 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 TABLE 2.4 Post Requirement or Freestanding Structures or Mut • pan Attached Structures Post Description Maximu FootingHeax M de Met IN 0.041"xTk3' Steel Clover d= B L11 0.D4I`ak3' Steel Clover d-- 2 " 5 B L1 3116')(3'X3" Steel faro d= 17 C 1 3116"x3'x3" Steel S r d 8' F 1 3/16'x3')(3" Steel r 3 " 15' F 1 3116"x3')(3" Steel u e - 3 17 E L21 3116"x4'k4"Steel - 4 " 1S G L21 3115)(5 k5' Slael a d- 4 ". 15' L21 ICC ESR1398 (2012 IBC) 9/29/2013Page 13 of 66 JUN 02 2015 LATTICE COVER 1.0 POST SPACINGS FOR PATIO AND WIND AREA: aDet etled Singe FI 'ROIXID TRIB MAX POST MAX A MAX POS;LEN 'ITM MAX 27 SNOW DTH POST REGIO POST MIN FOOTER 8' I 1 ' 1Y POST MIN FOOTE LOAD (FT) I SPACING FOR I SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE (PSF) 17•7" ONSLA9 SLAB (FT) TYPE 'd0 0d" I 'd1 I 'd1 (FT) TYPE 'd1 27 28 (FT) 4 lr-0' A On) On) On) n 22 24 (in) MI L12 Double 0.D4MKZ*x6.625"(Detail L12) D.0427X3!X8" Box Beam Detail L1 Double 0.047k3'xS" (Detail 1.12 Double 0.04MQ'xS.62t2eeng 12) eestanding Or thea singe Freestanding or TABLE 3.1 cued Sbje Freestanding Or erred SInge Freestanding Of coed Single ng orultis an Units an st tre Multispan Units sm strucaue Multispan Units SpanSaumre Multispan Units Span strutwe nitsMAX POST LENGTH MAR MAX POST LENGTH GROUND TPoB MAX POST MAX MAX POSTLENGTH MAX MAIC POST LENGTH MAX LENGTH6 I 10' I 17 POST MIN FOOTER 8' f0' I 17 SNOW YdDTH POST REOD POST MIN 00 8' I 1D' I 17 POST MIN OOi 8' I 10' fY POST MOI 00 ' I 17INSTRAINED FOO SPACING POST 81ZE CONSTRAINED FOO LOAD (FT) SPACI FOR SPAGN POST SUR CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINEDF00 ACIN POST 612E D FOO'd1 'd' 'd1 (FT) TYPE 'd' 'cr -d1 'd' (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' 'd1 'd' (Fn TYPE 'd• 'd1 'd' 'd' (FT) TYPE 'd0 ' 'd'ON M) On) M) fn) Ont (m1 (I T) On) On) On) n) On MI MI On) ) M) 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 32Z -B" A 14'-10' A 21 25 27 26 21'-1' A 24 27 29 30 16'-10- A 23 25 27 29 LIVE 3.5 191-5' A 13'-8' A 22 25 26 26 17•7" 8 24 27 28 30 1T60 A 23 25 27 28 9'-11' 4 lr-0' A 121-0' A 22 24 26 27 1", B 25 25 28 29 161-4' A 24 25 26 28 A 45 15'•1' A 11' -IV A 22 24 26 27 1TJ' B 25 26 28 29 15'-S' B 24 24 26 27 T -T S 13'-r A 11'-2' A 23 24 25 27 16'-0' B 26 26 27 29 14'-7' 8 25 25 26 27 B 55 17.4' A 10'-7' A 23 23 25 26 151-6' B 26 26 27 29 13'-10' 8 25 25 25 27 23 6114' 11=4' A 10'-1' A 23 23 25 26 14-10' 8 27 27 27 28 131-3' B 26 26 28 27 23 25 6.5 1D•-5' A 9-T A 24 24 25 26 14'-2' B 27 27 27 28 17.9' B 26 26 26 26 ZB 7 914" A 9'-Y A 24 24 24 26 13'8' C 27 27 27 28 121-3' B 26 26 26 26 9'-1' 75 9'-1" A 81-10' A 24 24 24 26 1T-2' C 27 27 27 28 11'-9' B 26 26 26 26 • 8 8'6" A 8'50 A 24 24 24 25 17.6' C 28 28 28 28 11.5' B 27 27 27 27 27 63 8'4' A 5.2' B 24 24 24 25 17.3' C 28 28 28 28 11'-0' B 27 27 27 77 28 B T61 A T-10' B 25 25 25 25 11'-10' D 28 28 28 28 1 D'4' C 27 27 27 27 28 93 T-2' A T -T B 25 25 25 25 11'-5' D 28 28 28 28 101-4' C 27 27 27 27 10 6'-9' A r<' B 25 25 25 25 11'-2' D 29 29 29 29 1C-1' C 28 28 28 28 11 340 A 6'-11' B 25 25 25 25 10'-7' 0 29 29 29 29 9'-T D 2528 29 28 28 12 5'6" A 6'6' 8 25 25 25 25 10'-1' D 29 29 29 29 9'-1' D 28 28 28 1 28 13 5'-2' A 6'-2' B 26 26 28 26 9'-T D 30 70 30 30 6'4" D 29 29 2B 2B 10 0 -=.a. A 14'-10' A 22 26 28 29 21'•1" A 25 28 30 32 18'6' A 24 26 26 30 LIVE 35 19'41 A 13'-7' A 23 26 27 29 19'-7' B 26 29 30 31 1T•5' A 25 26 28 29 9'-11' 4 1 r-0' A 1 T T A 23 25 27 28 10J' 8 26 27 29 31 SS' -3" A 25 26 27 28 A 4.5 15••1' A 11'-9' A 24 25 27 28 1T.1' B 27 27 29 30 15'-31 8 26 26 27 28 T -T 5 IT -71 A 11'-01 A 24 25 26 28 16'-0' B 27 27 28 30 14'•5' B 28 26 27 28 B 55 124' A 10'-4' A 24 24 26 27 1F -V B 28 26 28 30 tY-9' B 27 27 27 28 23 6114' 11=4' A 9'-101 A 24 24 26 27 14'•10' B 28 28 28 29 13'-1' B 27 27 27 28 23 25 65 10S0 A 94" A 25 25 25 27 14'-2' B 28 28 28 29 17.7' B 27 27 27 27 ZB 7 r4r A 8'-111 A 2S 25 25 27 IT -8' C 29 29 29 29 1Y-0' B 28 28 28 28 9'-1' 7.5 r-1" A 6161 A 25 25 25 26 13'12' C 29 29 29 29 11'-7' a 23 28 28 28 • 8 814' A 8'-2- A 25 25 25 25 Ir -a" C 29 29 29 29 11•21 8 28 28 28 28 27 85 e'-0' A T-10' A 25 25 25 26 17-2' C 30 30 30 30 10'•9' B 28 28 28 28 28 971-W 7' A T6" 8 26 26 26 26 1Y-10" D 30 30 30 30 10'•51 B 29 29 29 20 28 9S 7'-2" A TJ' B 26 26 26 26 11'15' D 30 30 30 30 17-1' C 29 2S 29 29 10 61•9' A 71-01 B 26 26 26 26 11111' D 30 30 30 30 9'40' C 29 29 29 29 11 6'-21 A 6'-r B 26 26 26 26 10'-5' D 31 31 31 31 91-3' C 29 29 29 29 12 516' A 61•2' B 26 26 26 26 9'110' 0 31 31 31 31 9'-101 O 30 30 30 30 13 5'•7 A 5'•10' B 27 27 27 27 9'51 D 31 31 31 31 Ir 0 30 30 30 30 10 3. 27-0' A 13-7' A 23 27 28 30 19'-11" A 26 29 31 32 1T•5' A 25 27 29 30 LIVE 3.5 19'-5' A 17.5' A 23 26 28 29 16'S' A 26 29 30 32 16'-0' A 25 27 28 30 9'-11' 4 I7* -0' A 11'-5' A 24 26 28 29 17'-2' B 27 28 30 31 14'•11' A 26 26 28 29 A 45 15'-1' A 1014' A 24 25 27 29 16'-1' B 28 28 29 31 14'•1' A 26 26 28 29 T -T 5 13'-7' A 10'-01 A 24 25 27 28 15-0" B 28 28 29 31 13'-4' A 27 27 27 29 B 5.5 12'-40 A 0.5' A 25 25 26 28 14'•5' B 28 25 29 30 176' 8 27 27 27 29 23 6 11=4' A e'-11' A 25 25 26 28 IT -a" a 29 29 29 30 17-0' B 28 28 28 28 23 25 65 10'-5' A 6'-5' A 25 25 26 27 IT -1' B 29 29 29 30 115' B 28 28 28 26 ZB 7 916' A 8.1' A 25 25 26. 27 12'-61 B 29 29 29 30 1110" a 28 28 28 28 9'-1' 7.5 9'-11 A T4' A 26 26 I6 27 17-01 B 30 30 30 30 1e-7' B 28 28 28 28 D 8 816" A T-0' A 26 26 26 27 11161 B 30 30 30 30 10'-3' B 29 29 29 29 27 8.5 e'-0" A T-1" A 26 26 26 27 11'-1' C 3D 30 30 30 9'•10' B 29 29 29 29 28 97-W 28 A 61•9- A 26 26 26 26 10'•9' C 30 30 30 30 5 r B 28 29 29 29 28 95 7112' A 6160 A 26 26 26 26 104' C 31 31 31 31 9'J" B 29 29 29 29 10 6'-9' A 6'J' A 26 26 26 26 W-1' C 31 31 31 31 9'-0' a 30 30 30 30 11 V-2' A 5'-10- A 27 27 27 27 9'•5' C 31 31 31 31 8'6' B 30 30 30 30 12 5'4' A 561 A 27 27 21 27 6-111 D 31 1 11 11 N 8'-1' C 30 30 30 30 13 5'•2" A S -T A 27 27 27 28 8'6" D 32 32 32 32 C S1 31 31 31 (CC ESR1398 (2012 IBC) 9/29/2013 20 3 11-10" A 10'-4' A 21 25 27 28 15'-2" B 24 27 30 31 13'-T B 23 26 27 29 3.5 17-r A 9'-6' A 21 25 26 28 141-0' B 24 27 29 30 12W B 23 25 27 28 4 9'-11' A 81S' A 22 24 26 28 W -T C 25 26 28 30 111-8' B 24 25 27 28 4.5 T-11" A T-1' B 22 24 26 27 Ir -21 C 25 26 28 29 10'-11' B 24 25 26 28 5 T-1' A T -T B 22 24 25 27 111•8' D 25 26 28 29 10'-4' C 25 25 26 27 5.5 61S A r-1' B 22 23 25 27 10'-10" D 26 26 27 29 9'-10• C 25 25 26 27 6 51•11" A SS B 23 23 25 26 104' D 26 26 27 28 9'-0' 0 25 25 26 27 6.5 55` A 64" B 23 23 25 26 9'-10' D 26 26 27 28 8'-11' D 26 26 26 27 7 5'-1" A 6'-01 B 23! 24 ZB 9'-5" D 27 27 Z7. 28 8'-T D 26 26 26 27 7.5 C-9' A V-91 9 7J3 24 26 9'-1' D 27 27 2728 29 SJ' 0 26 26 26 2fi 8 4'-5' A 5.61 B 23 23 24 26 8'6' D 27 27 27 28 T-11' D 26 26 26 2fi 8.5 4'•r A F-7 B 23 23 24 26 8'-5' 0 27 27 27 . 27 TS' D 27 27 27 27 9 3'-11" A S4' B 24 24 24 1 26 8'-1' D 28 28 28 28 Td' 0 27 27 27 27 9.5 T -e' A 1'-17 B 24 24 25 26 T-10' E 28 28 28 28 T-2' D 27 27 27 27 20 3 11'-10' A 104' A 22 26 28 29 W-2' 8 25 28 30 32 13'-T B 24 27 28 30 3.5 10'-2" A B'S' A 22 26 27 29 141-0' B 25 28 30 31 176" B 24 26 28 29 4 8'-11" A e'4' A 23 25 27 29 t3' -W C 26 27 29 31 114' B 25 26 28 29 4.5 T-111 A e-11 B 23 25 27 28 17-2' C 26 27 29 30 10.11" B 25 25 27 29 5 7'-1" A r -T B 23 25 26 29 11'6' O 27 27 28 30 104" C 26 26 27 28 5.5 6'S' A T•71 a 24 24 26 28 IO -10' D 27 27 28 30 9-10' C 26 26 27 28 6 5'-11" A 6'4' B 24 24 26 27 10.41 0 27 27 28 29 9'-4" D 27 27 27 28 6.5 " A 64' B 24 24 25 27 r-101 D 28 28 28 29 8'-11' D 27 27 27 28 7 S-1' A 6'-7 B 24 24 25 27 9'-S- D 28 28 26 29 6'-r 0 27 27 27 28 75 4'6' A 5-91 B 24 24 25 27 6=1" D 28 28 28 29 8'J" D 27 27 27 27 8C-5' A S'6' B 24 24 2S 26 8'4' D 29 29 29 29 r4l" D 28 28 28 28 8.5 4'-2' A SW B 25 25 25 27 8'-5- O 29 29 29 - 29 r6- D 28 28 28 28 9 5.11' A S-0' B 25 25 25 27 8'-1' O 29 29 29 29 TS' D 26 28 28 28 9.5 T-9' A 4AW I B 25 25 26 27 r -IV I E 29 1 29 29 29 11 T -Y 1 D 28 26 28 28 irvmrn W=c Page 14 of 66 or rev mm OCT 02 2013 JUN 02 2015 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! D.047k3'k8" Box Beam Detail 1-1 Double 0.042"x3k8' (Detail l-12) Double 0.04U'AZ 6.625" Detail L12 TABLE 3.1 Attached Single Freestanding Or ed Single Freestanding or Attached Single Freestanding of Span stnntae Multi an Units Span Strueaae Molls an Units Sm Stluc9ae Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH ' MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REOD POST h9N FOOTER T I 10 I 17 POST MIN FOOTER 5' I 17 I 1r POST MIN FOOTER T I 17 I 1r LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINEDFOOT SPACINGPOST' SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED F00 (PSF) ON SLAB SLAB (F) TYPE 'd "d "d 'd (FT) TYPE 'd "d 'd' 'd (FT) TYPE' "d 'd 'd "d (FT) Ml M) M) M) M) (in) M M M1 M1 n) M) 150 MPH EXPOSURE C or 170 MPH EXPOSURE 8 10 3 2r-0" A IT -6' A 23 27 29 31 18•.6" A 25 30 - 31 33 le -1" - A 25 28 29 31 LIVE 3.5 19'-5" A 11 s, A 24 27 28 30 17".0" A 27 29 31 33 14'-11" A 26 27 29 30 29 ^ 4 tr-0' A 17-61 A 24 25 28 3D 15'-11' A 28 28 30 32 131.11' A 26 27 28 30 29 4.5 15'-1' A 7.9' A 24 26 28 29 14'-11' A 28 28 30 32 13'-t' A 27 27 26 30 29 5 13'-T A 9'-r A 25 26 27 29 14'-01 8 29 29 30 31 174' A 27 27 28 29 28 SS 17y" A V-7" A 25 25 27 28 'X-3 B 29 29 29 31 11'-6' A 28 28 28 29 28 6 11-0'' A 8'-1' A 25 25 27 26 17.7' B 29 29 28 31 11'-1' A 28 28 28 29 29 6,5 17.5" A T4" A 26 26 28 28 17-0" B 30 30 30 30 10.7' B 28 28 28 29 29 7 TS" A T4' A 26 26 26 28 111-6' B 30 30 30 30 17-21 . B 29 29 29 28 29 7.5 9'-1" A T-0" A 26 . 26 26 27 11'-0' B 30 3D 30 3D r-9' 8 29 29 29 29 30 66.6" 6.6" A 6-0' A 28 26 26 27 17-7' B 30 30 30 30 53" ,8 29 29 29 29 30 8S r4r A V41 A 26 26 26 27 17-r B 31 31 31 31 7.1' B 30 30 30 30 30 9T-61 T.6" A B-1" A 26 26 26 27 9'-10' B 31 31 31 31 V-9' B 30 30 30 30 30 9.5 T -r A 5'-10' A 27 27 27 27 9'-C B 31 31 31 31 8'-0' 8 30 30 30 30 30 1D 6'-9" A 51-W A 27 27 27 27 7.2" B 31 31 31 31 8'J' B 30 30 30 30 11 6'-r I A S'J" A 1 27 27 1 27 1 28 11 V -T I C 1 32 1 32 32 1 32 11 T-9' B 1 31 1 31 1 31 1 31 We MPH txPuzuk(t G 011 a0 MM LO.OSUKtU 10 3 2r -W A 11'-0' A 24 28 29 31 19'-11' A 28 31 33 35, 15'-1" A 28 28 30 32 LIVE• 3.5 175' A 17-' A 24 27 29 31 t8--5' A 29 31 32 34 /3'-11" A 26 28 29 31 1r-0" 4 1r-0' A TS" A 24 27 28 30 1T-2' B 30 30 32 34 17.11' A 27 27 29 31 15'-1" 4.5 15-1' A 91-0" A 25 26 26 30 1514' B 30 30 32 33 17-1- A 27 27 29 30 13'-7" 5 13'-T A 84" A 25 26 28 29 151-3" 8 3l 31 31 33 11'-5' A 28 18 28 30 17.4" 5.5 Ir -4" A TAW A 25 28 27 29 14'-5' 8 31 31 31 32 17-11 0" A 28 28 28 30 - 6 114' A TS A 26 28 27 29 15-6' B 31 31 31 32 17.3' A 29 29 29 29 17.5 6.5 10•-5" A 71-0" A 26 26 27 28 13'-1' B 32 32 32 32 T -f0" A 29 29 29 29 TA' 7 91-8" A 6-0' A 26 26 27 26 175' 8 32 32 32 32 T -s* A 29 29 29 29 T-1" 7.5 9'-1' A. 1-4' A 26 26 26 28 17-0' B 32 32 32 32 9'-0' A 30 30 30 30 6.6" 88'-G" 5'-0" A 6-0" A 26 26 26 28 ' 11'-6' B 33 33 33 33 8•-0" B 30 30 30 30 8'-0" BS 8'-w A V-9' A 27 27 27 28 11'-1' C 33 33 33 33 V -5'B 31 30 30 30 30 T.6" 9 T-' A 5.5' A 27 27 27 28 IV -T C 33 33 33 33 W.I. a 30 30 30 30 T -r 915 T -r A 54- m tial MPH A F P[ 27 q[MF R 27 27 28 174' C 33 33 33 ' 33 T-10' B 30 30 30 30 1 6'-9' I - I.IPH PYPf1C11RF P t0 3 2rr A 17-0' A 24 28 30 32 16'-r A 27 31 33 34 IC -1' A 26 29 30 32 LIVE 3.5 191-5' A T-9' A 24 27 29 31 14'-10' A 28 30 32 34 15-0" A 27 28 30 32 6S' 4 1r-0" A 8'-11' A 25 27 29 31 13'-9' A 29 30 31 33 Ir -1' A 27 28 29 31 17 4.5 15'-1" A 8'J' A 25 27 28 30 17.10' A 29 29 31 33 111-3' A 28 28 29 31 6 5 13'-7" A r -r A 25 26 28 30 17-0' A 30 30 31 32 1015' A 28 28 29 30 9s 5.5 17.4" A TJ" A 26 26 28 29 11'-4' A 30 30 30 32 17.1' A 29 29 29 30 6111-4 11'' A 6'-9' A 26 26 27 29 17-9- A 30 30 30 32 7-r A 29 29 29 30 BS 17.5 A V-5' A 26 26 27 29 17-31 A 31 31 31 31 9'-r A 29 29 29 30 7 TA' A V-1' A 26 26 27 29 9=9' B 31 31 31 31 V-9' A 30 30 30 30 7.5 T-1" A 5'-9' A 27 27 27 28 9'4' 8 31 31 31 31 8'-5' A 30 30 30 30 8 6.6" A 5'-0" A 27 27 27 28 9'-0' B 31 31 31 31 5'-1' A 30 30 30 30 8.5 8'-0" A V-3' A 27 27 27 28 V -r 8 32 32 32 32 r-9' A 31 31 31 31 9 T.6" A 5-0" A 27 27 27 29 84' 8 32 32 32 32 71S' A 31 31 31 31 9.5 T -r A 4'40' A 27 27 27 29 81-0" B 32 32 32 32 TJ' 8 31 31 31 31 ld 1 6'-9' I A 4'-6" A 1 27 1 27 27 29 T-9' I 8 1 32 1 32 32 32 T-0" B 31 31 31 31 l7%I9CK%1Ljm*inuk,i1ul4D rum Inc= iN Lmz 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. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.1 ICC ESR1398 (2012 IBC) 9/29/2013 I 30 0.042"x3"x8" Box Beam (Detail Lt) Double 0.042W' KB" (Detail L12 h Double 0.0417599.625" Detail L12 TABLE 3.1 9'-1' AaachedSingle Fresstand'dtg or AttachedSingla reestanding or AttachedSingle Freestanding or 18 23 span Stuetxe Multlspan Units Span ctae Multis an Units Span Structae MulUs an Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAXtMAX POST LENGTH MM MAX POST LENGTH SNOW WIDTH POST REOD POST MIN OOT 8' I 17 I 17 POST MIT I 17 Ij 17 POST MIN TE T 17LOAD (FT) S➢ACU4 FOR SPACIN POST SIZE CONSTRAINEDFOOTER SPACIN POSCONSTRAINEDFOO AG POST SQE CONSTRAINED FOO(PSF) ON SLAB SLAB .(FT) TYPE 'd v "d 'd (FT) TYP-d "d ''d' (FT) TYPE "d "d 'd 'd(FIS 26 21 f 27 ) M) M) M) M) M1 - rm) M M1 On) On) 30 3 T-0" A 9'-1' B . 18 23 24 26 131.6' D 20 25 26 X 25 1r-1" C 20 23 25 26 21 f 27 3.5 6.10' A TJ" B 16 22 24 25 17-5' D 21 24 26 27 11'-7' D 20 23 24 26 6S' 4 6-0" A T -T B 19 22 24 25 11'.6" D 21 24 25 27 174" D 21 23 24 25 17 4.5 5'4" A r-0" D 19 22 23 25 17-9' 0 22 24 25 • 27 T-0" 0 2122 24 , 24 25 6 5 4'-10' A 61.6" B 19 21 23 24 17-1' E 22 23 25 26 S'-2' D 21 22 24 25 9s 5.5 44" A 6'-1" C 18 21 23 24 T-7" E 22 23 25 26 8'-8" 0 22 22 23 25 6 4'-0" A 5'-9' C 19 21 22 24 V-1' E 23 23 24 26 8'-r 0 22 22 23 24 6.5 3'S" A 5'5" C 20 21 22 24 81-' E 23 23 24 25 T-10" E 22 22 23 24 7 3'.3' A 5'-2" C 20 20 22 23 V-3" E 23 23 .24 25 T-0" E 22 22 23 24 7.5 3'-r A 4'-11" C 20 20 22 23 r-11' E 23 23 24 i5 T-3' E 23 23 23 24 8 3'-0" A 4'-' D 20 21 22 24 T -T E 23 23 24 25 7 E 23 23 23 21 8.6 7-10' A <'S' D 20 21 22 24 TJ' E 24 24 24 25 6'-9' E 23 23 73 24 30 3 8'-0' A 9'-1" B 20 25 26 28 13'.6" O 23 27 28 30 17-1' C 22 25 27 28 21 f 27 3.5 61IVA 4S' 8'J' B 20 24 26 27 12'-5' 0 23 26 28 29 11'-r - 0 22 25 26 28 6S' 4 6-0" A RT B 21 24 25 27 111.6' 0 24 26 28 29 17-0' ' D 23 2426 T 27 17 4.6 511' A r-0" B 21 23 25 27 10'- 9" D 24 25 27 29 T -r O 23 24 , 25 27 6 5 4'-10' A 61- 8 2t 23 25 26 17-1" E 24 25 27 26 9'-2' O 24 24 25 27 9s 5.5 44" A 7.1" C 21 23 24 26 9'-A E 25 25 27 28 61-0' 0 24 24 25 27 5 4'-0' A 51-0" C 22 23 24 28 W.I. E 25 25 26 28 V-3' O 24 24 25 26 6.5 31-' A 5'-5' C 22 22 24. 25 6'-0' E 25 23 26 28 1-10- E 25 25 25 28 7 3'-S' A 5'-r C 22 22 24 25 6'-3' E 29 26 26 27 r -W E 25 2S 25 28 OVER. HANG I Post Description Max POST Hgt Code TABLE3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 0.042'kWW'Alum(num Post 10' B Lt T Ir 17 11' 1r 13' 14' 1S 16 1T 16 17 27 21 f 27 7 4' 4S' 5' 6.5' 6 6.5' T 7.61 V 8.5' T 9.5' 17 10.5' 9 11' 1' 4.5 5' 6.5' 6 6S' 7' 7.51 6 11.6' T 9.5' 17 10.5' 11' 11.5' r S 515' 6 as T 7.5' 81 8.51 T 9S1 17 10.5' 111 11.5' 17 3' SS' 6• as r 7S' V 8.5' T 9S 17 10.51 11' 115' 12' 125' 4' 6 6s r 7.6 T 8.5 9' 9S' 17 10.5' 11' 11.5' 17 1251. 13' 5' 6.51 r 7S• 8' 85' T 9s 17 las 11' 11.51 17 12.6' IS 13.5' TABLE 3.3 Post Requirements for Attached Single Sp an Structures Post Description Max POST Hgt Code Detail 0.042'kWW'Alum(num Post 10' B Lt 0.024'k3'kTPosiwithSide at 11' B 124 Clover O.030'Sc3'k3"Alum 11' C 1-11 Clover0.040'k3W'Alum 11' D L11 Colonial 0.062" Extruded 12' E AE 0.041"x3'513" Steel Clover 11' F 1-11 0.041°x3 k3" Steel Cbvar 8 G L11 3116'k3'k3" Steel S are 15' H L21 3/16-xT' rW Steel S are 12 1 L21 3/16"XVW" Steel S are 1S J L21 3/16'x5"x6" Steels uare 15' K L21 TABLE 3.4 Post Requirements for Freestanding Structures or Mutdspan Attached Structures Post Description Maximum Footing Max Heigh POST Code Detail # 0.041"x3'k3" Steel Clover d- 20' 9 B 1-11 0.041"x39C3" Steel Clover d= 21"•. 8' B L11 3/16"xT!x3"Steels a = 3D" 1Y C L21 3/16"xX`x3" Steel S 32" S F L21 3/16'k7k3" Steel Sq d- 35" 15' F L21 3116x3"x3" St el Sq d= 37" 17 E L21 3/116'k4'k4' St el S are d= 1" 15'9 L21 3/161X5915" St I S e d= 15' I (21 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.1 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Prot FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (L1-129). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISCS 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 3.1 ' Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel SLAB S. 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 15 of 66 JUN 02 2015 OCT 02 2013 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: 5 13'•7' 16 Ga 3'x8" Steel C Beam Detail L18 12 Ga 3'x6" Steel C Beam (Detail L1B) 20 TABLE 3.6gibed 30 slnple Freestand'utg or 32 Attached saI& Freestanding or 33 W.8. E Span StrucMa Mullispan Units 34 swstrucuue 5-5 Mullis an UnIts GROUND TRIB MAX POST MAX 28 MAX LENGTH MAX 29'-T E MAX POST LENGTH SNOW WIDTH POST RE01) POST MIN FOOTER S' I 17 I 15' POST MIN FOOTER V I 1T I 15' LOAD (FT) SPACING FOR SPACIN POST S12E CONSTRAINEOF00 SPACING POST SDE CONSTRAINED FOOTI (PSF) 35 ON SLAB SLAB (FT) TWE 'd' •d. 'd' 'a• (FT) TYPE 'd' 'd' 'd' 'd' ouble 12 Ge 3'x8" Steel C (Detail LB) 16 Ga 3 xl)" Steel C Beam (Detail L18) 12 Ga 3X8" Sleet C Seam (Detail L78 Double 12 Ga 3'x8" SteelC (Detail L8 ABefiedsinae Freestanding or TABLES. chedsln e Freestanding of Anadled Slagle Freestanding ar Nled sinate reestanding or span sh oze Mulls n Units Spanstrueelre Multispan Units SpanStrueOne Multispan Units span Struc9ue Multispan Units POST MAX POST POT MIN FOOTER MB IPOST 12' LENGTH GROUND WIDTH POST REO'D POT MIN OOTE a, I I 'L I 15. POST POST MIN 00 MAX $- IPOST Ir I IS. POST MIN TE S. IPOST 17LENGTH Is PACING POST SIZE CONSTRAINED FOO LOAD (FT) SPACINGFOR SPACING POST 612E CONSTRAINED FOOTER SPACIN POST 612E CONSTRAINEDFOOTE SPAGN POST SDE CONSTRAINED FOOTS (FT) TYPE 'd- 'd' 'd' 'd' (PSF) ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'd' (F71 TYPE 'd' 'd- 'd' 'd' (FT) TYPE 'd' V 'd' 'd' M) M) 6n) M) (FT) M) M) M) M) M) M) M) M) Ont MI M) M1 In MDY FYDfl CI RF f! n. Idl LIDH CYMl1IDC R 10 5 13'•7' A 201-1' C 20 28 30 30'-1' E 32 32 33 33 W.8. E 33 33 34 LIVE 5-5 174' A 18'-11' C 28 26 30 29'-T E 32 32 33 32 34'-10' E 34 34 34 36 6 114' A 17".17 D 28 28 29 28'4' E 33 33 33 iB P 34'•1' F 35 35 35 28'41 6.5 103' A 11-11' D 28 28 29 27•T E 34 34 34 25 33'•5' F 35 36 36 33 7 9'8 A 16'-1' D 29 29 29 26'b' E 34 34 34 27 3T-9' F 36 38 36 33 73 W-1' A 154' D 29 29 29 25'-5' E 34 34 M W-11' 37T F 37 37 37 1T3' 6 18 A 14'3' D 29 29 29 24'-8' F 35 35 35 4'S' 31'-T F 38 38 38 27 BS 1-0' A 14'-0' D 29 29 29 23'-' F 35 35 35 31'-1' F 38 38 38 27 9 7"4' A 13'4' D 29 29 29 22'-10' F 35 35 35 40 30'-7' F 39 39 39 Td• 9A 7".2' A 13'4' 0 30 30 30 22.2' F 35 35 35 40 30'-2' F 39 39 39 3= 9' 10 1-9' A 17.6' D 30 30 30 21'4' F 36 36 36 24•-4' 29'-B' F 40 40 40 10.5 V-5. A 17.1' O 30 30 30 2V -I0' F 36 36 36 35 294' F 40 40 4D 41 11 1.2' A 11'-7' O 3D 30 30 20.3' -F 36 36 36 35 28'-i i' F 41 41 41 41 11.5 51.11' A 11'-1' O 30 30 30 19'.9' F 36 36 36 1T-5• 26'8 F 41 41 41 23'-2' 12 5'-8' A 10.7' D 30 30 30 1W3' F 36 36 38 27 28'-Y F 41 41 41 35 13 5'-2' A 9'.10' 0 30 30 30 18'4' F 37 37 37 2T-7' F 42 42 42 1! 4'•10' A 9'-1' D 30 30 30 1T4' F 37 37 37 26'-11' F !] 43 43 16 !'8 A 18 D 30 30 30 114' F ]T 37 37 26'-3' G 14 44 {! ICC ESR1398 (2012 IBC) 9/29/2013 20 6 T -1 A 17-11' D 27 27 30 32 221' F 32 32 33 35 30'-1' F 35 35 36 38 5.5 W-5' A 171' D 27 27 29 31 20'-10' F 32 32 33 35 2C -T F 36 36 36 37 6 5'-11' A 71'-1' D 27 27 29 31 iB P F 32 32 32, 35 28'41 F 37 37 37 37 6.5 S' -S' A 103' D 27 27 25 30 11.10' F 33 33 33 34 2T-7' F 37 37 37 37 7 51.1' A W -T D 27 27 28 30 18'-0' F 33 33 33 34 2W.11• F 38 38 38 38 7.6 4'-9• A W-11' D 27 27 28 30 1T3' F 33 33 33 34 261.1' F 35 38 36 38 8 4'S' A 14' D 27 27 27 29 11$' F 34 34 34 34 25-9' G 39 39 39 39 eA 4'-Y A T-11' D 27 27 27 29 16'-11' F 34 34 34 34 25'-3' G 40 40 40 40 9 X-11' A Td• 0 27 27 27 29 16'-4' F 34 34 34 34 24•-9' G 40 40 40 40 9.5 3= 9' A 1 T-' D 27 27 27 29 14-10' F 3434 36 34 34 24•-4' G 41 41 41 41 10 X8 A 1.9' D 27 27 27 26 144' F 35 35 35 35 23'-11' G 41 41 41 41 10.5 741 A V -S 0 27 27 27 29 17.10' F 35 35 35 35 234' G 41 41 41 41 11 3'•Y A 6'-1' D 27 27 27 29 1T-5• F 35 35 35 35 23'-2' G 42 42 42 42 I16 Y1 ' A 5' -17 D 27 27 27 29 13'-1' F 35 35 35 35 224' G 42 42 42 42 2D 5 T-1' A 17-I1' D 26 28 31 33 22'•1' F 33 33 34 37 3D'-1' F 37 37 37 39 5.6 1S A 124' D 28' 28 30 32 26'-10' F 34 34 34 36 29'•2' F 39 38 38 39 6 51.11' A 11'•1' D 28 28 30 32 19'-9' F 34 34 34 - 36 284' F 36 38 38 39 65 514' A 103' 0 28 28 29 32 11.17 F 34 34 34 35 27"-T F 39 39 39 39 7 511 A W -T D 28 28 26 31 114• F 35 35 35 35 W-11' F 4D 40 40 40 7.5 4'7* A V-11' D 28 28 29 31 i T-3' F 35 35 35 35 2F -r F 40 40 40 40 9 4'5' A 84' D 28 28 26 30 114' F 35 35 35 35 251•9' G 41 41 41 41 8.6 42* A 7"-11' D 28 28 28 30 151•11' F 36 3s 38 36 25'S G 41 41 41 41 9 3'-11' A 7'-5' D 28 26 28 30 154' F 36 36 36 36 24'-9' G 42 42 42 42 9.5 3=7 A T•1' 0 28 28 28 30 14'-17 F 36 36 36 36 244' G 42 42 42 42 10 Y8 A 1-S" D 28 28 28 26 14'-4' F 36 36 36 36 23'-111' G 43 43 43 43 10.5 X4' A 18 D 28 26 28 30 131•10• F 36 36 36 36 2X8 G 43 43 43 43 11 3.2' A 1.1' D 28 28 28 30 13'-5' F 37 37 37 37 23'•2' G 44 44 M 44 11.5 1 7-1' 1 A 1 5'•10' D 1 28 1 29 1 28 30 13'-1' F 37 1 37 37 37 22.8' G 44 44 44 44 I ry mrm G vSv= v *I au.- nwrvaune D Page 16 of 66 OCT 02 2013 JUN 02 2015 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA; 5 1 X-7- 16 Ga 3"x8^ Steel C Beam Detail 1-18) 12 Ga 3x8" Steel C Beam (Detail L18) Double 12 Ge 3x8" Steel C Detail LB TABLE 3.5 Aliachgd SIn91e Freestanding or chedsingle Freestanding or NMedSnore Freestanding or 35 SPM sbuctue Multis an Units span swcwre Mullis an Units span Strueuxe Mullispan Units GROUND TRIB MAX POST MAXj=MWFO-0TE-R 5.5 17.4' MAXPOSTLENGTH MAX C 33 MAX POST LENGTH MAX 25'-7' E MAXPOSTLENGTH SNOW WIDTH POST REOID POST 39 39 r I 17 I IV POST MIN' FOOTER r I 1T I IT POST MIN FOOTER B' I 17 15' LOAD (FT) SPACING FOR SPACIN 37 2Y-10- CONSTMNEOFOO SPACIN POST SIZE CONSTRAINEDFOO SPACING POST 61ZE CONSTRAINED FOOTEF(PSF) 16'-11' D ON SLAB SLAB (FT) 24'-Y 'd 'd' 'd (FT) TYPE 'd 'd 'd 'd (FT) TYPE 'd 'd 'd 'd(FT) 32 7 r-8' A 16.1' D (In) 8n) (In) 33 23'-7' n) (In) M M) 38 38 pn) pn) Cm) (in F 150 MPH EXPOSURE C Or 170 MPH EXPOSURE B A 15'"1' D 34 34 34 23'-1' E 39 39 10 5 1 X-7- A 27.1' C 32 32 34 26'-S' D 35 35 36 37 33'-3' E 38 38 311 LIVE ' 5.5 17.4' A 16.11" C 33 33 33 25'-7' E 36 36 36 0 3Y-3' E 39 39 39 E 6 114' A 1T-10' O 33 33 33 24-10' E 37 37 37 2Y-10- 314' E 40 40 40 • BS 5015' A 16'-11' D 33 33 33 24'-Y E 37 37 37 35 301-6' F 40 40 40 32 7 r-8' A 16.1' D 33 33 33 23'-7' E 38 38 38 35 29'-9' F 41 41 41 40 7.5 IVA" A 15'"1' D 34 34 34 23'-1' E 39 39 39 35 29'-1' F 42 42 42 ' 9 8'6 A 14'-6- D .34 34 34 27-6' E 39 39 39 D 28'-5' F 42 42 42 41 6.5 8'-0' A 14'-V 0 34 34 34 27-91 E 39 39 39 17.9' .2T-11' F 43 43 43 E 9 T6 A 13'-6' D 34 34 34 21'-2' E . 40 40 40 A 2T-4' F 43 13 43 10'-6' 95 T -Y A 13'-0' D 34 34 34 27.7' F 40 4D 40 T -Y 2G-10' F 44 M 44 38 10 6'•9' A 17-61 D 35 35 35 27-0' F 41 41 .41 10 26'-S' F 44 44 44 37. 10.5 65" A 17.11 D 35 35 35 19'-6' ..F 41 41 41 A 2G-0' F 45 45 45 37 11 6'-Y A 11'-7' D 35 35 35 19'-1' F 41 41 41 25'-T F 45 45 45 D 11.5 5'-11' A 11=1' D 35 35 35 1W-7' F 41 41 41 48 25'-2' F 46 46 46 17-6' 12 5-6' A 17.7' D 35 35 35 18=Y F 42 42 42 49 24'-10' F 48 46 46 A 1J S•Y A 9..10' D 35 35 35 1T-6' F 42 42 42 49 24'-Y F 47 47 <7 10 5 13'-T A 18=10' B 33 33 34 278' D 37 37 37 37 31=1Y' E 39 39 39 LIVE- 55 17.4' A 1T•10" C 33 33 34 26-9' E 38 38 38 0 W-11" E 40 40 40 E 6 ' 11'-4' A 16-11" C 34 34 34 26'4' E 39 39 39 2Y-10- 37-0' E 41 41 41 • 6.5 10'5' A 16.2' D 34 34 34 254' E 40 4D 40 35 29'•2' E 42 42 42 32 7 91-8' A 155' D 34 34 34 24'-9' E 40 4D 40 35 281-W F 42 42 42 40 75 W-1' A 14'-10' 0 35 35 35 24'-2" - E 41 41 41 35 2T-17 F 43 43 43 ' 8 e'6 A 14'4' D 35 35 35 27-6' E 42 42 42 D 27'4' F 44 44 !1 41 8.5 816 A 139' D 35 35 35 23'-2' F 42 42 42 17.9' 26'-6' F 44 44 40 E 9 16 A 131-31 D 36 36 36 27-9' F 43 43 43 A 26'-2' F 45 45 45 10'-6' 95 T -Y A 1Y -IV D 36 36 36 2r -Y F 43 43 43 T -Y 25'-9' F 45 45 45 38 10 6.9' A 175' D 38 36 35 2116 F 43 43 43 10 25V' F 46 46 46 37. 10.5 6-S A 17-1' D 36 36 36 20'-10• F M 44 44 A 24'-11' F 46 46 46 37 11 6-Y A 11'-7' D 36 36 36 27.3' F 4f 44 " 24'-6• F 47 47 47 D 11.5 V -1I A I 11'-1 D 36 1 36 1 36 16.9' 1 F 1 44 1 11 44 48 24'•2' F 47 f7 Q 170 MPH EXPOSURE C 01 180 MPH EXPOSURE B 10 5 13'-T A 1T-6' 8 33 33 35 24'-3' D 37 37 37 POST MIN 6 I 17 I 15 30'-7' E 40 40 40 CONSTRAINED FOO SPACIN POST 512E CONSTRAINED FOO LIVE 5.5 17.4' A 16.7' B 34 34 34 235' 0 38 3B 38 31 W.S. E 41 41 41 4'-0" A 6 11'-4' A -15'-9' C 34 34 34 2Y-10- 0 39 39 39 31 26.10' E 42 42 42 3-6` A BS 10'5' A 15'-0' C 35 35 35 21'-11' E 38 39 39 32 2C-1' E 43 43 43 3'6 A 7 r4' A 14'-4' C 35 35 35 21'-1' E 40 40 40 33 21.4' E 43 43 43 7•Y A 7.5 9'-1" A 13'-9' C 35 35 35 20'-4' E 4D 40 40 33 26'•9' F 44 M 44 76 A a r-6' A 13'-2' D 36 36 36 19'6 E 41 41 41 34 26-7 F 45 45 45 2A V A 8.5 r-0' A 17.9' D 36 36 36 191.1' E 41 41 41 34 25.8' F 45 45 45 Y-6' A 9 16 A 17X' D 36 36 36 10'-6' E 41 41 41 34 25.2• F 46 46 46 76 A 95 T -Y A I1'-10' D 36 36 38 18'6 E 42 42 42 35 2C-9' F 48 48 46 71 A . 10 6-9' A 1116' D 37 37. 37 1T6 E 42 42 42 35 24'X' F 47 47 47 74' A 105 6'5' A 11-1' D 37 37 37 17".11 E 43 43 43 36 27.11" F 48 48 48 11 6-Y A 17.9' D 37 37 37 161-8' E 43 43 43 23'-6' F 48 48 48 ' 11.5 5.11' A 17-6' O 37 37 37 16X' E 43 43 43 23'-2' F 49 49 49 12 5'-6' A 17-2' D 37 37 37 16.11' E 43 43 43 22=10' F 49 49 49 GENERAL INSTRUCTIONS FOR ESE 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. 5. 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 3x8" Steel C Beam (Detail L18) 12 Ga 31x8" Steel C Beam (Detail L18) Double 12 Ga 3x8" Steel C Detail LB TABLE 3.5 Bled Single Freestanding or Anached Singte Freestanding of Attached6inDle Freastanding or 28 seen strueture Multis Units Pen Struelure Multis n Units s struma Mullis an Units GROUND TRIS MAX POST MAX MAXPOSTLENGTH MAI( MAX POST LENGTH MAX MAX POST LENGTH SNOW WDTH POST REOV POST MIN 6 I 17 I 15 POST MIN OOi r I 1Y II. 15' POST MIN OOT r I I7 IV LOAD (FT) ISPACINGFOR SPACINGPOST SIZE CONSTRAINED FOOTER SPACI POST SIZE CONSTRAINED FOO SPACIN POST 512E CONSTRAINED FOO Qmn ONSLAB SLAB (FT) TYPE 'd 'd 'd 'd (FT) TYPE •d •d •d- i •d (FT) TYPE 'd 'd 'd •d 23 26 on) (in) lIn) fm) (In (in) I Cm) ; (in) pn) M) 8n1 ) 30 5 4A V A 17-81 E 22 24 26 28 19'-4' F 27 27 30 1 32 264' F 30 30 32 34 37 5.5 4'4' A 9'-9' E 22 23 26 28 18'-Y F 28 28 29 31 25'-5' G 31 31 32 34 34 6 4'-0" A 6-11" E 22 23 26 27 1r4• F 28 28 29 31 24'-8" G 31 31 31 33 35 6.5 3-6` A 8'-3•E 3'-8- 22 22 25 27 16'-V F 28 28 29 i 31 24'-0' O 32 32 32 33 36 7 3'6 A T6 E 22 22 25 27 1515' F 28 28 29 30 275' G 33 33 33 33 G 7.5 7•Y A T-2' E 22 22 25 27 14'-11' F 29 29 .29 30 2Y-11' G 33 33 33 33 2Y-11' 8 76 A B'-9' E 22 22 24 26 14'-6' F 29 29 29 30 2751 G 34 34 34 34 32 8.5 2A V A 64' E 22 22 24 26 13'•9' F 29 29 29 30, 27-0' G 34 34 31 34 32 9. Y-6' A 6'6 E 22 22 24 26 134' F 29 29 29 30 21'-T G 34 34 34 34 33 9.5 76 A 5'6 E 22 22 24 26 17.9' F 29 29 29 29 21'•2" G I 35 35 35 35 10 71 A . 5'S• E 22 22 24 26 17.4' F 30 30 30 30 27-17 G 35 35 35 35 10.6 74' A V - 2'E 22 22 25 27 11'-11' F 30 30 30 30 27-6' G 36 36 38 M 30 5 P-10' A 1015' E 25 25 29 31 19'-4' F 30 30 32 34 28'-3' F 34 34 34 37 21' 3 22' 5.5 414' A 9'-9' E 25 25 28 30 18'•2' F 31 31 32 34 25.5' G 34 34 34 38 65' 6 4'6 A 6-11' E 25 25 28 30 LT -3' F 31 31 31 34 24'd' G 35 35 35 36 I7 65 3'-8- A W-3- E 25 25 27 29 16'5' F 31 31 31 33 24'-0' G 36 36 36 36 6' 7 3'-5" A T-6- E 25 25. 27 29 151-8' F 32 32 32 33 23'-5' G 36 36 36 36 95' 7.5 3'-Y A r -Y E 25 25 27 29 14••11' F 32 32 32 33 2Y-11' G 37 37 37 37 8 3'-6' A 6'•9' E 25 25 26 28 144' F 32 32 32 32 22'-5" G 37 37 37 37 85 Y -17A 84 E 25 25 28 28 13'-Y F S2 32 32 32 27.0" G 38 38 3B 38 9 Y-8' A 6147' E 23 23 26 28 131-3' F 33 33 33 33 21'•7• G 38 38 3B 38 OVER- 11A1JG I Post Description _ Max POST Mgt Code TABLE3.2 TRIBUTARY MOTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 0.042"x3'x8" Aluminum Post V I B L1 r r 17 11' 17 13' 14' IV 16 11 18' 111' 27 21' 3 22' 7 4' IS' T 5.5' 6 69 T 7.5' 6 8.5' 9' 99 17 40.51' 11' 1' 4.5' S 55' 6 65' T 79 r 8.5' r 99 17 105' IT 115 7 5 5S 6' 6.5' 1 7,5 8' 8.6' S' 9.5' I7 I05' 11' 119 Ir 3' 5.5' 6' 6.5' T 79 6 a9 r DR 17 10.51 11' 115' 17 125' 4' 6' 69 T 75' B• 6.5 r 9.5' 17 1051 11' 11.5' 1Y 125' ij IT 5' 6.5' T 7.5' r 89 9' 95' 10' 10.5' 11' 11.5' 17 125' 17 13.5' TABLE 3.3 Post Requirements for Attached Single Span Structures Post Description _ Max POST Mgt Code Detail 0.042"x3'x8" Aluminum Post 10' B L1 0.024"x3913"Post with Side lal 11' B L24 Clover 0.030"x2""4" Alum 11' C L11 Clover 0.040 fJ'x3" Alum 11' D 1-11 Colonial 0.062" ExtrudedE185" E AE 0.D41'x3W Steel Clover 3/16"Ifd"x3" Steel uare F L11 0.041'x3'x3" Steel Clover L21 G L11 3116"x3913" Steel Square E H L21 3/16"1Gi'x3' Steel uare I L21 3716"x4'x4' Steel Square J L21 3M x5'x5" Steel S uare K 121 8 FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home 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 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1.1-1.29). DETAILS MAY REQUIRE POST TO UPGRADED. B 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 Carl Putnam, P. I - FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivyflnk 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@comcast.nel SLAB 9. FOLLOW 9.11 FROM ABOVE C SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 17 of 66 TABLE 3.4 Post Requirements for Freestandl Structures or Muldspan Attached Structures Post Description M um F .tin Max Heigh POST Code Detail # 0.0411'x3913" Steel Clover d= - 9 B 1-11 0.D4I"x3'xW SteoI Clover d= 2 F 8' B L11 3116'x3'x3" Steel Square C 121 3/16'x3'x3' Steel S uare F L21 3/16"Ifd"x3" Steel uare Ml F L21 3l169L3913" Steel uar E l21 3l169r4914" Sisal uar G 1 1 3/16"x5915" Steel S e I I L21 JUN OCT 02 2013 @ HEADER (3004-H34 ALUM. ALLOY) FOUR #8 SEE TABLE BELOW FOR SCHEDULE BIUCKLT USED WV X 6 1/2' RNIM © RAFTER do SIDEPLATES (3004-H34 ALUM. ALLOY) 3' x 3' METAL POST DETAIL L.25 EIGHT 114 SMS L13 O O TVD 3/Wx3' EMBEDMENT 00__,,r LAG SCREV V/ 1'I, ME ON EACH SIDE OF POST. DOUGLAS FOR LIMBER FLOOR JUST OR HEADER ATTACHED STRUCTURE POST TO DECK FLOOR JOIST © LATTICE pT.U BES fa 1.5'x15• CJ' o% 21x2' e4' o/c 31x3' 161 o/c DETAIL L4 .0"0 1!' 2'X3' 15' o/c LATTICE 3105 H24 ALUM ALLOY — M L4 POST/RAFTER/LATTICE TUBE (3004-H34 ALUM. ALLOY) RAFTER TO HEADER CONTINUOUS 2°x6' OR 24° 1 7/6• CONNECTION DOUGLAS FIR LEDGER OR BRACKETS PROVIDE SIMPSON STRONG 'r 'I 6063T6 TIE MSTA36 (ICC ESR 2105) AT ALUM ALLOY SPLICE LOCATION y.. Allow able TribVMdth Wmd No. of #8 Screw s Speed t (In) Header 2 3 4 5 116 mph 0.040 1 Double 2x6 11' 15 DOUBLE FOR QUANTITY Ex Z 0.042 0.042x3'x8" V 9' 12' 15' 0.042 Double 3x8 12' 1S 140 mph 0.040 Double 2x6 T 13' 15 Fxp C 0.042 0.042"x3"x8" 5' 7' 9' 12' 0.042 1 Double 3x8 9 14' 15 #14 Screw s 170 mph 0.040Double 2x6 8' 12 15' Exp C 0.042 0,042"x3"x8" 4' 6' 8' 11' 0.042 Double 3x8 8' 13' 15' 140 mph 16G rdn 8" Steel C 15' 8rp C 16G nin Double Steel C 15' 170 mph 16G nin 8" Steel C 11' 15 Exp C 16G nin Double Steel C 15' 3' x 3' METAL POST DETAIL L.25 EIGHT 114 SMS L13 O O TVD 3/Wx3' EMBEDMENT 00__,,r LAG SCREV V/ 1'I, ME ON EACH SIDE OF POST. DOUGLAS FOR LIMBER FLOOR JUST OR HEADER ATTACHED STRUCTURE POST TO DECK FLOOR JOIST © LATTICE pT.U BES fa 1.5'x15• CJ' o% 21x2' e4' o/c 31x3' 161 o/c DETAIL L4 .0"0 1!' 2'X3' 15' o/c LATTICE 3105 H24 ALUM ALLOY — M L4 POST/RAFTER/LATTICE TUBE (3004-H34 ALUM. ALLOY) RAFTER TO HEADER CONTINUOUS 2°x6' OR 24° 1 7/6• CONNECTION DOUGLAS FIR LEDGER OR BRACKETS PROVIDE SIMPSON STRONG 'r 'I 6063T6 TIE MSTA36 (ICC ESR 2105) AT ALUM ALLOY SPLICE LOCATION y.. t=0.060' COVER W/ 0.019' ALUMINUM # of 1/4' LAG SCREW OR L8 ACKET USED W/ 3'x8' #14 SCREW W/ 2.5' EMBED INTO WOOD AND 3'x3' RAFTERS _ STUD SEE TABLE 4 7.5 COLUMN ANC4 DOUBLE FOR QUANTITY HEADERS USE DWNG SIRLIMURI ONE BRACKET PER HEADER 22-_#144 XX I"S(TlEU1✓ SIDE TERNATE REAALT L10FITER TO WALL CONN. SEE GENERAL NOTE #19 AND LATTICE NOTE #3 UNITS MUST COMPY WITH TABLES L1 AND L2 ON SHEET M5 MAX WIND SPEED IS 115 mph EXPOSLARE C ICC ESR1398 (2012 IBC) 9/29/2013 STUD - C.6 ' EXP. 6130. t CIVIL JUN 02 2015 #8 SCREWS W/ SCREWS LOT AL.UU. RAPIER RAFTER HANGER (DETAIL 1.7) 2.5' SIX 1/4' LAG SCREWS OR #14 SCREWS W/ 251 OF PENETRATION INTO WALL rr STUD W/ MIN SG = 0.5 i' MIN 31 x e• ALUM RAFTER BRACKET DETAIL L7 R JHANTATTICE HEIGHT , LATTICE TO RAFTER CONN. M. RAFTER SEE TABLE 7.6 FOR REQUIRED FASTENERS / TWO #8 SMS EACH SIDE (/ THREE #8 SMS EACH SIDE FOR 3X8 RAFTERS IN 25 PSF GROUND SNOW LOADS OR 140 —4 MPH WIND AREAS 1 1/2' FOR 2 X RWM 6063_75 ALUY, AU 0f, T= t 2 3/4' FOR 3 X RAFTERS I © RAFTER HANGER 3.00 0,72[-1.56 0.72 -- 0.931 1 1-7 0 .72 0.931.56 3.OD --I 0.28 0.37 0.72 t = 0.030' ALUM = 0.040' ALUM = 0.041' STEEL L11 3" ALTERNATE POST (3105 H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) `---3' X 8' ALUM HEADER L15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY %--#14 SHEET METAL SCREW SEE GENERAL - NOTE #23 MAXIMUM WIND CONDITION IS 170 MPH EXPOSURE C Page 18 of 66 L- 1.92' FOR 2' X 61/2' RAFF9 L- E92' FOR 3' X 8' 5 .oTYP X m 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY POST ALUM RAFTERS L12 DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT DOUBLE HEADER 0.040'X2'X6A25' OR 0.042'X3'X8' 0.041'x3'x, STEEL PDS FDA #14 EACH SIDE NOTES SEE SHEET MISC5n OR MISC51; FOR MOMENT CONNECTION SPECS 'bjAmerimax213.21 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 OCT 02 2013 Engineer's Stamp NTS, -2012 1 of 4 Req'd Beam I # of Type 114" bolts All C Beams "On Slab* 1 4 16G Steel 3x8 1 4 120 Steel 3x8 j 8 Double 12G Steel 3x8 1 8 DOUBLE HEADER 0.040'X2'X6A25' OR 0.042'X3'X8' 0.041'x3'x, STEEL PDS FDA #14 EACH SIDE NOTES SEE SHEET MISC5n OR MISC51; FOR MOMENT CONNECTION SPECS 'bjAmerimax213.21 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 OCT 02 2013 Engineer's Stamp NTS, -2012 1 of 4 `J X J/Ji!' I HK. SIL. WASHLK 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'. 0.097" IT _k ALTERNATE 3' SQ POST CONNECTOR -- BRACKET (6063T6 ALUM) 2.25" 1.0' IF DETAIL L29 IS NOT USED ATTACH SIDE PLATES AS PER DETAIL L26 0.750" .091--I /8' BOLTS SEE TABLE 7.3 COLUMN 'H' , FOR QUANTITY. 0.04lx3'x3' ,OR #14 SELF' DRILLING SCREWS RSTEEL POST SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY 20 GA ASTM Ae53 GRADE 33 STEEL BRACKET FOUR #8 WOOD SCREWS INTO RAFTER AND 2X FASCIA ONE PER RAFTER .. a G RAFTER ROOF COVERING IS A MAXIMUM DETAIL "A" OF 3 PSF HEAVIER ROOF COVERING /2X DF WOOD SHALL REQUIRE ADDITIONAL FASCIA ENGINEERING ANALYSIS 2 x WOOD FRAMING DOUGLAS FIR—LARCH A f2 OR SEE GENERAL NOTE #23 WWCIR 0.019' ALUM OR 0.035' VINYL COVER L L FASCIA SM TAKE 7A FOR WIXIMUM ALUMINUM FOR OVERHANG SEE sCHMULE 0 RMIT ALTERNATE EAVE ATTACHMENT L19 HEADER SPLICE DETAIL HEADER ER Si W BE ON { Live/Snow Load 2.5• MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid Coyer Wind SIZE 0< (24" OIC) 6" 12" 18" 24" 30" 10 PSI! + 2x4 26-V 20'-8' 1r-0' T-1" - 3'-8' Lattice=135 Exp C 2x6 25'-0' 264Y 25-0' 23=10' 1r-1' =r 3' X 8' HFAOER v 25'-0' 251-0 25'-0' R oxn" 26-0' 3-x8' 12 (t=0.105') OR 264Y 18'-0' C r-1' 3-8" J. 2X6 16 GAUGE (t=0.0591) 25'47 o- ' X 6516 -6' x 3 2x8 STEEL C BEAM` 251-0 251-0' o COLUMN 25'-0' POST 0.0421x3'x8' BOX 19'-0' • - Fy= 50 KSI 51-10' V-4- 1-8" - BEAM WRAP DETAIL Ll 7.75" 19'-0' 171-1' 11'-9' Seal with permanently 2x6 19-0' 19'-0' 19'-0' flexible d waterproof 15-8' 25 pot 2x4 IV_O` 11 3' sealant 3' 8' 1'-9' ' 2x6 15-0' 18'-0 18'-0' 17-10' 9-1' CONTINUOUS 2'x6` DOUGLAS FIR LEDGER L 8 18'-0' 18'-0' -1947 181-V , 3o psi' 2x4 1T-0' OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE 5-1' z4r 0'-0" Lattice -170 Exp C 2x6 EXISTING DF 17" 15.3' IVA" r-1• 2x6 1T-0' 17'U-- 1r-0' 1T-0' FRAMED -VALE 40 psi 2x4 I", 1.00'min. LOCATION COVERW/O.OIVALUMINUM 12 and 16 GA 3'x8' STEEL C BEAM Lattice=170 Exp C 2x6 14'-0' 14'-0', 11'-0' r-2' 4-7- 7'2x8 SEE GENERAL NOTE #23 W/ 0.042'X3'X8' ALUM WRAP 14'-0' 14'-0'. 14'-0' 14'-0' 1 a 60 ps! 2x4 9'0 4'-0' V -O" 0'-0' a-0." Lattice=170 Exp C 2x6 W -O' 9-0' S--9" 41-0` 1/4' Lag Screw 2x8 9'-0 I 9'4 9'-0' 81-8" 5-10' 3'-6' ATTACH LATTICE COVER. 3.5' MIN AS PER L7 F Completely Seal with permanently flexible & 3'-6' waterproof sealant L21 NB.B' MIN PENETRATION INTO WOOD FRAMING V/ MIN SG, = 05 1.00 min.L22 STUCCO ATTACHMENT DETAIL oWITH LEDGER BOARD 3', 4', 5' OR 6' ASTM A500 Synthetic Stucco or GRADE B STEEL POST other non-structurot covering SEE GENERAL NOTE #9 FOR (l' max. thick) CORROSION PROTECTION Sheathing SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 ICC ESRI 398 (2012 IBC) 9/29/201 Page 19 of 66 { Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid Coyer Wind SIZE EAVE OVERHANG (24" OIC) 6" 12" 18" 24" 30" 10 PSI! + 2x4 26-V 20'-8' 1r-0' T-1" - 3'-8' Lattice=135 Exp C 2x6 25'-0' 264Y 25-0' 23=10' 1r-1' =r 2x8 25'-0' 251-0 25'-0' 25'-0' 26-0' 10 pSFF 2x4 264Y 18'-0' 11'-S' r-1' 3-8" Lattice=140 Exp C 2X6 254Y 25'47 2S -O' -6' 16'-r 2x8 25-0' 251-0 251-0' 25-0' 25'-0' 20 psi 2x4 19'-0' • 10-3' 51-10' V-4- 1-8" Laftice=170 Exp C 2x6 19'4Y 19'-0' 171-1' 11'-9' S-4' 2x6 19-0' 19'-0' 19'-0' 191-0' 15-8' 25 pot 2x4 IV_O` 11 3' 6 4' 3' 8' 1'-9' Lattice=170 Exp C 2x6 15-0' 18'-0 18'-0' 17-10' 9-1' US 18'-0' 18'-0' -1947 181-V 18'-0' 3o psi' 2x4 1T-0' 9'-2' 5-1' z4r 0'-0" Lattice -170 Exp C 2x6 1r4y 17" 15.3' IVA" r-1• 2x6 1T-0' 17'U-- 1r-0' 1T-0' 14-8' 40 psi 2x4 I", 6'-r 3.4' y -O" 0'-0" Lattice=170 Exp C 2x6 14'-0' 14'-0', 11'-0' r-2' 4-7- 7'2x8 Us 14'-0' 14'-0'. 14'-0' 14'-0' 1 a 60 ps! 2x4 9'0 4'-0' V -O" 0'-0' a-0." Lattice=170 Exp C 2x6 W -O' 9-0' S--9" 41-0` 2'-1' 2x8 9'-0 I 9'4 9'-0' 81-8" 5-10' F, (I'fNc N , C 68 \ 61301 7 d'1 IVl1. P F F AL1FC 1 0 20 S QT pFSSIp 8 'mer max- 28921 US Hwy 74 G • P Romofand, CA 92585 EXTERIOR HOME PRODUCTS CA11 r aE4/cP OCT 02 2013 om omen orfs & Connection Details For atto &Commercial Lattice Structures Engineers Stamp I' MW OEM- 1. LT02-2012 2 of 4 0.024' 6 5/8' SEE DETAIL L26 2" —{ 0.024' 0.024' 3' 6 5/8' 3" L 3' SQUARE COLUMN (3004—H34 ALUM. ALLOY) L24 2' x 6.5' SIDEPLATES (3004-1134 ALUM. ALLOY) Lattice or Solid Panels Load ORSIDEMOUNT 0.042"x3x8' AWN, Bracket (pso (t = OA 10 DETAIL L9 23'-9" 15'-10" Lattice o Alma Solid Panel $" MIN #8 SMS •I 23'-9 16'-10" 3' x 8' Hendee 3' x 8' Header #1(0.04L") (0.042') (0'0421) 2' x 61 Side Plate SNS 2" MIN EACHRSIDE #1 EACH HEADER I I I 3' x 8' 3"x3" POST I 3"x3• { 2x6.5" SIDEPL I FOUR 1114 SMS EACH SIDE FOR 140 MPH EXP C SLAB ATTACHMENT AND UP TO d=26' FOOTING. a' OR 1/2 'm GALVANIZED OR STAINLESS STEEL HILTI KWD( BOLT TZ CONCRETE ANCHOR (TCC ESR 1917) W/ 2' EMBED L AND 1'0 WASHER /OR EQUIVALENT 'k T I Y—TT ALUMINUM BRACKET FOR CONNECTING POST TO FOOTING OR 4' SLAB (6063—T6 ALUM ALLOY) SINGLE SPAN ATTACHED UNITS ONLY REQUIRES SIDEPLATES AS SHOWN IN DETAIL L26 ALTERNATE1.5" L30 3'X3' RAFTER ATTACHMENT SHS L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS MAXIMUM FOOTING SIZE IS d=26" ICC ESR1398 (2012 IBC) 9/29/2013 3"X 3" 2"X 6.625" POST I SIDEPLATES IALUM. FOOTING BRACKET I:.:o.- SLAB OR FOOT NG — 3"0" ALUMINUM RAFTER TWO #10 OR #14 SMS LATTICE HEADER TOP MOUNT BRACKET 0.21' STEEL Fy = 33 ksi e. BRACKET` IS 1.094' WIDE 8' ^ 2M umora 00MFir)ALUM ` so: H "" RAFTER iwkoot /1 MO ° 1°'^ TOP l lllr /14x38• ws. ATTACH PER TABLE 7.5 1' MIN GAP BETWEEN LEDGER AND ROOF FDR DRAINAGE ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND PERMANENTLY SEALED 0.125"0.5"0.5' STEEL (Fy-33 KSI) 'L' BRACKET 2" SPACING LrLB BETWEEN SCREWS 14 EAVCE3 ATTACHMENT EAVE OVERHANG AND 'L' MUST ALSO COMPLY 0.042"x3"x8" HEADER 1 MIN 3'x9' HEADER CONNECTION SEE NOTE FOR DIMENSIONS 'A' AND 'B' 0 NOTEa SEE SHEET MISC5a OR MISC5b FOR SPECS ON MOMENT CONNECTION Live MAX "L" FOR TOP Load ORSIDEMOUNT Wind Speed 16" olc 24"olc (pso and Exposure 10 130 mph Exp B 23'-9" 15'-10" 140 mph Exp B 2r -r' 16'-1" 116 mph Exp C 23'-9 16'-10" 130 mph Exp C isAo" 1r -r' 140 mph Exp C 16'-4" to' -10" 20 1 140 mph Exp C I Ir -W 73" NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR CORROSION PROTECTION EXISTING SAVE HOOD FRAMING ALUM "SCREWS WITH DETAIL L17 LEDGER BOARD Page 20 of 66 4-8 #14 SMS EACH SIDE SEE NOTE ♦ I I2'X6' SIDEPLATES SEE NOTE FOR THICKNESS i. J NO 2015 FOUR— J14 EACH SIDE, SP PU ANG/,y ♦ Q P \ C 6813 MAXIMUM FOOTING FOR DETAIL IS d=26' J'/ . CIV11. :S\rF r ,, STEEL POST v REQUIRED SW FOR FOR IREDCONS A13 AINED 3/B' x 9' STEEL FOOTINGS REBAR EMBEDDED AT 'B' DEPTH D D D , t d<33' B= 9' Q ' j B d<38' B=12' d<46' B=18' D a.: d <51' B=24' d OCT 02 2013 Engineers Stamp 3" a • D. a. 9" 7 oDNcRErE b d L29 mom—`1 d FREESTANDING OR ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL Amerimax28.211 US Hwy 74 EXTERIOR HOME P R O O U c T S Romoiand, CA 92585 BEJ/CP NTS omLonent arts & onnec -on a ai s For Patio &Commercial Lattice Structures Mr— NEW— LT03-2012 3 of 4