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BPAT2016-0001
78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4+r 44 Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BPAT2016-0001 Property Address: 51945 AVENIDA BERMUDAS APN: 773184022 Application Description: LOPEZ RESIDENCE / AUMAWOOD PATIO COVER 378 SF Property Zoning: Application Valuation: $4,300.00 Applicant: CALIFORNIA SHOWCASE CONSTRUCTION 1507 MARLBOROUGH AVE RIVERSIDE, CA 92507 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: B License No.: 912352 D�`V ^'1— I L, Cof .ttractorC A;P Ci1c��e1�Sc Lo�tsT OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the 5 basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (') I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: Owner: RAMON LOPE 51945 AVENII LA QUINTA, C ICE (760) 777-7125 �,AX (760) 777-7011 Contractor: CALIFORNIA SHOWCASE CONSTRUCTION 1507 MARLBOROUGH AVE RIVERSIDE, CA 92507 (909)567-7737 LIC. No.: 912352 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. . have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work'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. 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:�(� gnature (Applicant Applicant or Agent) 77 ICE (760) 777-7125 �,AX (760) 777-7011 Contractor: CALIFORNIA SHOWCASE CONSTRUCTION 1507 MARLBOROUGH AVE RIVERSIDE, CA 92507 (909)567-7737 LIC. No.: 912352 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. . have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work'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. 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:�(� gnature (Applicant Applicant or Agent) ,�17.i yw''n �te �` ✓R�%r f=!'s:.6`�&� a� �'`� � s � � �s ',�.���:,`I'�'fi�i�, 'ia '�.: '^�� -`� � �:� YsY,'3c;.; '��.%�:^'�n*.k' >> i'+"t�: CCO�IINT.- ax ros, "',,•�-DESCRIPTION.:, _ y BSAS SB1473 FEE, 101-0000-20306• 0 $1.00 $1.00 1/7/16 ETIODD�ECEIPT# CFIECK #�y� CLTD B ✓...`R r...ML`Oa',.. CALIFORNIA SHOWCASE CONSTRUCTI 'CHECK! R11980 30879 MFA Total Paid for BUILDING'STANDARDS ADMINISTRATION BSA: $1.00 $1.00 W y DESCRIPTION. AC OUNT _ ff'� 1�C. , ,,,:��. �z` �QT' '.�� . n. �Q�UN'f . :u;.�PAD, y;..� PpA E. DEVICES, FIRST 20 101-0000-42403..: 0 $24.17 $24.17 1/7/16 PAIDBYs" rFMOD. ` ' 11 RECEI T# CFIE@K#r��z CLTDBI� ��". ;� X1:01 . r w��y. „ .�<x a fn. � .s 3�. R'M CALIFORNIA SHOWCASE CONSTRUCTI CHECK. R11980 30879 MFA. �3 �„i k.4{..XR • `"'N'' :S.,Y'• b' ,:(,.e`.,,,1-�r.�.sl 1.S}�:;" �i'-vS; '+YiY'" }�y. Z'D rY'�s } ,-3. - 'rya'' .'y5•,� PAID �PAIDDATE _DESCRIPTIONm.�A'N..CUNT 4TsYAIVIOUN DEVICES, FIRST 20 PC ' 101-0000-42600.:. 0 $24.17 :' ;.: ... $24.17 1/7/16. M fi REC PT..CHEGK#TDBYs lvlOD CALIFORNIA SHOWCASE CONSTRUCTI CHECK 1111980 30879 MFA Total Paid for ELECTRICAL: $48:34 $48.34 D���DESCI R IONxa" : ACCO T " QTY " , AMOUNT PAID y SPA D D TE PATIO COVER, DESIGNED 101-0000-42404 0 $133.43 $133.43 1/7/16 x s I NE� �M OD R C P,Tj CHECK # r' ,PAIDs�Y � �. CALIFORNIA SHOWCASE CONSTRUCTI CHECK R11980 30879 MFA #55` '.s� S DESCRIPTION COUNT�' AMOUNT {�i"b�'42: PID 2PAId DATE ,..;,r.. PATIO'COVER, DESIGNED.:PC 101-0000-42600 0 -' $168:24" $168.24 '1/7/16 ' PAIDBY a �� IVI"ETFiOD r rr R E PTx#". ,:`h CH K #� ' - �CLTD BY �' 'ffiw 3w d w,�x+•S&i,_. ... .�r'hd a .. _ -.+NsG_935`.�x:.. tfak Yx CALIFORNIA SHOWCASE CONSTRUCTI CHECK R11980 30879- MFA Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $301.67 $30'1.67 "` -:,:t,40 CaE CRIPTION TjM AMOUNT' PAID PDAT:E' t ; : ,>. SMI - RESIDENTIAL 101=0000-20308 0 "- $0.56: $0.56 1/7/16 PAIpBY RECEIPT CHECK# CLTD t : f .. . "MHQU` " B CALIFORNIA SHOWCASE CONSTRUCTI - CHECK R11980 30879 MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0:56 .$Q.56 Description: LOPEZ RESIDENCE / AUMAWOOD PATIO COVER 378 SF NAME TYPE NAME Type: PATIO COVER Subtype: SPECIAL/ENGINEERED Status: ISSUED Applied: 1/7/2016 MFA DESIGN - OPEN/ENCLOSED FAX Approved: 1/7/2016 MFA Parcel No: 773184022 Site Address: 51945 AVENIDA BERMUDAS LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 121 Lot: 10 Issued: 1/7/2016 MFA NO 12 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $4,300.00 Occupancy Type: Construction Type: Expired: 7/5/2016 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 T1945 AVENIDA BERMUDAS Details: 378 SF ALUMAWOOD PATIO COVER AT REAR YARD. (2) FANS AND (1) SWITCH. THIS PERMIT INCLUDES ELECTRICAL INSTALLATIONS. 2013 CALIFORNIA BUILDING CODES. (760)238-8801 ADDITIONAL SITES __j Appueu to Hppruveu Approved to Issued CHRONOLOGY NAME TYPE NAME ADDRESSI CONTACTS CITY STATE ZIP PHONE FAX EMAIL APPLICANT CALIFORNIA SHOWCASE CONSTRUCTION 1507 MARLBOROUGH AVE RIVERSIDE CA 92507 (760)238-8801 CONTRACTOR CALIFORNIA SHOWCASE CONSTRUCTION 1507 MARLBOROUGH AVE RIVERSIDE CA 92507 (760)238-8801 OWNERT RAMON LOPEZ T1945 AVENIDA BERMUDAS LA QUINTA CA 92253 (760)238-8801 Printed: Thursday, January 07, 201612:22:20 PM 1 of 3 SYSTEiMS Permit Details PERMIT NUMBER City of La Quinta BPAT2016-0001 Printed: Thursday, January 07, 2016 12:22:20 PM 2 of 3 • SYS TEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY CALIFORNIA BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 1/7/16 R11980' 30879 CHECK SHOWCASE MFA CONSTRUCTI Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: CALIFORNIA DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 1/7/16 R11980 30879 CHECK SHOWCASE MFA CONSTRUCTI CALIFORNIA DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 1/7/16 R11980 30879 CHECK SHOWCASE MFA CONSTRUCTI Total Paid for ELECTRICAL: $48.34 $48.34 CALIFORNIA PATIO COVER, 101-0000-42404 0 $133.43 $133.43 1/7/16 R11980 30879 CHECK SHOWCASE. MFA DESIGNED CONSTRUCTI CALIFORNIA PATIO COVER, 101-0000-42600 0 $168.24 $168.24 1/7/16 R11980 30879 CHECK SHOWCASE MFA DESIGNED PC CONSTRUCTI Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $301.67 $301.67 CALIFORNIA SMI - RESIDENTIAL 101-0000-20308 0. $0.56 $0.56 1/7/16 R11980 30879 CHECK SHOWCASE MFA CONSTRUCTI Total Paid for STRONG MOTION. INSTRUMENTATION SMI: $0.56 $0.56 TOTALS; Printed: Thursday, January 07, 2016 12:22:20 PM 2 of 3 • SYS TEMS Printed: Thursday, January 07, 2016 12:22:20 PM 3 of 3 RSYSTFiNS P-7: � n # City of La Quinta Building 8i Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Y� roject Address: 51Q 1 wner's Name: A. P. Number: Address: SA.e S Legal Description: City, ST, Zip: ICA. 97-7-6 Contrct r o . lehn: e oe aAt;x • P Address:Ln A 7-77 Project Description: ' 1-15 City, ST, Zip:ty h one: e. P o 3 "7 u� State Lic. # : Z� City Lie. Arch., Engr., Designer: Address: City, ST, Zip: cYTelePh Telephone: Occup an truction TYPe' Con 'ct type( ProJecit l e one • New Add'n Alter Repair Demo ame of Contact Person: Sq. Ft.: # Stories: # Units: elephone # ofContact Person: stimated Value of Projec APPLICANT: DO NOT WRITE BELOW THIS LINE 9 Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance. Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 7rd. Review, ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.I'.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees - St2E: 4�9Z0 4 lo3Q' 14 Awk 6 CmV,E.R:. 3?Sm LzT' C%S Rte'. 5Z. - I7o . T P/ L ` a Q� a l 4' X 2?" 25-7.99 AA.AA ".ev lcc�o sem! t.r— ---,C LAO craved wl �r0. tAj-_ 7-Apf s. % Sui txl. .1 RA"a rL t�PEZ � 51445 AVENtf�e. �3ERMunas l.Ar [�.t9►iw1TA, U4. a12Z.53 C.7to0) 23 S - SSO 1 O •� i HOURS C®N5�'R TSN i October 1§t 0 Ioa�alay - rm��r;. 7 a.a. to 5:30 p.m. ¢ saturda y: MR An. to 5:60 p.m. Sunday: i�rE e Government to 7:0 p.m: �,o tYa 4:0 5:00 p.m. tur l' § 3.Txt gag 1� t , T�Tone A RE -INS CTld[4 FEE 017$11.5Z WILL BE CHARGED PROCEED'— PLANS AND 10B CAR[ ARE NOT ON THE SITE FOR A SCHEDULED INSPECTION NO EXCEPTIONS! F10 - Consction is NOT PERMITTED on th following Code Holidays: Ndw Year's Day Dr, Martin Luther King Jr. Day P sldent's Day M morial Day In lependence Day LE bor Day VE teran's Day T1 anksgiving Day C ristmas Day "AN AD UATELY SIZED DEBRIS CONTAINER IS REQU RED ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION AND MUST BE EMPTIEE AS NECESSARY. FAILURE TO DO SO MAY CAU3E THE CITY TO HAVE THE CONTAINER DUMPEI AT THE EXPENSE OF THE OWNER/ CONTRA TOR." OUINTA APPR VIE® FOR CONST UCTION DATE—BY Amerimax Exterior Home Products Alumawrood", Patio Cover, Carport and Commercial Structure Ennineering 2012 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2012 GENERAL NOTES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS GN02-2012 2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS NP01-2012 SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS 4 PAGES NP02-2012 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS 4 PAGES 0 LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2012 F: LT03-2012 CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS LT04-2012 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 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 A13PAS, 4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02-2012 z Lu Z NP03-2012 0 NP04-2012 U F: 9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS u- CD02-2012 U crin) m CD03-2012 Z CD04-2012 LL O CD05-2012 O Z U CD06-2012 �— tr ✓ CD07-2012 j <y CD08-2012 �" 5 w CD09-2012 V m 0 10 PAGES Miscla-2012 MISCELLANEOUS DETAILS Misclb-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 SEP 28 2015 OCT 02 2013. September 29, 2013 `tt1111/11jfe �p►7-J� ``� PPM. P• iii,, Oy MiONrG.: v ONaI Cl�il� S G • ENSF'-.'� fQ�� ,. .. ���,\ trG� �t�� �pQ OFE�S�O.O� Th PROFESSIONAL ENGINEERING PS PAGE = $ �� 4 Q d �J di 1- � trNut�CP,=LA PAOFESSiONA 187 % PE-5805 ssw L - ` R\ r N': 2 .cj i �' ; • T•.• il'�. O\�' +S � • tv�4 e•., X3.1 :2` h r �` Q" FiG R�.� p,5 fi'L'• 620�� .� d'l '"x, SSP '?I� `G'' 'Q' ', • '•., • ``.` i M. iul p, NIP( fat�. .. t •t �tS y -" .,; 3 � °° AL -•?- � YY"�Er°i� x.:RY � a 1� ��,� � �� rT ��ctv)` a -SStON 1 12 INE PPL p TN 5'• ,fes`•. �. .it • •. G' '9�,� .,. o E�,S ,.`,�0••()N/� A 1 o E p C A lc�lCARL �` G;= O `is ' • u NAL E M #� •P F` SSI NAL cn Pf�TNAM ® AR SJg9 tt 1l1I+,e p ,' 'M- ENGINEEf uj 'x/37/ 7 i PUT NAM Cq �L� ,n. rur veyq 24 _ nal • e 4575 `' t r y112� P`} `=moo' cyrti �r10 EQ9i �� •• '• . �I nurnrrurr ; •• E Jy •.�1 I� `tatttt rnpq`i i •`/C S :••• {� r Clt✓(��' • to C Q� ��� ��SOri1R(�y�` �.�� %9J� .,,.... .••�G>, `�a` 02 ° 5 `.�•�}N 0 ''., •.• GIS •. ' �. •. H aa�"� H v 3Q7 �� e� tF�? �� ` �r7�°°' �, � 1, L r ,°��/.� •.• •��`,`�� i�if � � . a r � , � I • � m UR1PM * I, RL P Lff N+/Q L I (r . • `% i� ♦ 't)� as • STA O ESS, ` : �ttiRF CN�t 5• •. �j '.•�.'� J. CARL M PUTNAIA �):.° Cr '•� �� . License No. 32662 - y; CARL •�� qG 'O FXPires 9�3� �� /ONAL��1Lt.at�tr�"� PROFESSIONAL ENGINE i 7$ �; PUTNAM n r rcULTUR -- EXPIRES 2/25/ +11llllttt t i 1 �: e N ��111tiltlltir►brrrr % o IN `�� 7 v'. : �f E O.......... p(�A Ftv�rnt�� �� O �y .>' 22278 ��t►j +ter �•S• /jI /���i' �rrlllllld4���t��,� F ��','�/O .�`��` ' �-AIERCF ` g * 145 '>Z (� GQ.•'�G% F9F:•:�.j ,' OF t4Q lsso '�����rrrs,,,�� ; 11060 11a • �Gt TF /. : Q , ' �� .: y; @• FF '� `1 sEo ` * pF� •Na. PEI 800358 � Q�� pG��, �'� PtICARL rNAMN�Fq RpFESNE a oPrsS:Qnt,4L , °ATE OF r >R /' " �" - 258 E -. '� r N«** ► t !�,�1 t1 t°-•�Q: NUMB l +s* •.�*S, � P - PifTN ''�•, �•••r ' `'•```��`3h ; X , f �' �, OREGON i A• - PUTNAM YOM '.'�r;trriirtitt►�w` ';,, ,��',` d's G � �� C� G< �O� • ... •. • 3994 994 v u USN/C i t,iti rr N��sll uuar F L M. P �F ENS 'C,QNSj, PVTN ���pFE63/p °i°��' r' �tv ; „?"wq� .:. i4` S/oN1iLE�C'�� �� SN OF1F/31/ •8` �Ja qs • ►r �'• _ \ •`��� CAR w�- '/ LIC ONAL `Z t:HKi- �0- CARL M � • K>f�NA ,5 �;,`��0�'( ,....._��A %: �� IAQ� C�i(py ONPIL " P'a t r' A Q6 ,^ ,R , r' PR 1 R w : inrgl! I PUTNAM m pll; • ?CCS OF ~-e � g5� ;Y.., �.y i N G►� 58 C U Ia?'ic. 1 C�� CIVIL -' „� F ?'QQ, • SKI lb i �/ 1 NO. 46,924 �i.'•.175 �� SEAL \'; r•r, t`a;_ ;� SP V�}`_ F/ A11. * r �������``A��SG! rSTER��a•O•,ff••�•;c•^s:-`y P. 2:30f33 c.5860906 04(...........,:. '°- CAPUTNAN �,,,,,IOWAC? ;ARI NAM `�r�� r��t�1P+L�•�� FNGINE�j��Q IEPIGINEEia ICC ESR9398 (2012 IBC) 9129/2013 Page 9 of 66 �•,�h,� Ad. f ���'�� 0 . \`1�' ST •.... �•���isYt.a ��� ^ ATEOFV P GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2010 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. 3. DESIGN LOADINGS: Ct = 1.2, 1= 1.0, Ce = 1.0 (ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT AMONG CONIFERS) GROUND SNOW LOAD DESIGN LOAD 10 PSF 10 PSF LIVE LOAD ONLY 20 PSF 20 PSF LIVE LOAD ONLY 25 PSF 21 PSF DESIGN ROOF SNOW LOAD 30 PSF 25.2 PSF DESIGN ROOF SNOW LOAD 40 PSF 33.6 PSF DESIGN ROOF SNOW LOAD 60 PSF 50.4 PSF DESIGN ROOF SNOW LOAD FOR 0.25/12 < SLOPE < 1/12 4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 5. CONCRETE MIX: Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2 OF THE 2012 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS AND THE FROST DEPTH IS ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE AND OTHER) DO NOT. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2012 IBC FIGURE 1613.3.1(1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-10 12.8.1.3 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTING SYSTEM POSTS EMBEDDED INTO FOOTINGS =ORDINARY STEEL MOMENT FRAME » R = 1.25 POSTS SURFACE MOUNTED = GENERIC SYSTEM » R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER SHALL BE LESS THAN 30'. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G45 OR A153 B-3, PAINTED ASTM A755 OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 3004H2x ALUMINUM MAY BE SUBSTITUTED FOR 3004H3x. 0� sg\ONAL T i P.6/10 17/ THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A * CONCENTRATED 300 LBF LOAD. �pFESSIp CII THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED PU F TFOFC U 2y 4� Z IN IBC SECTION 1605.3.1.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING m WIND OR SEISMIC FORCES. -' Amerimaxw 28921 US Hwy 74 8 * .6$'U-2015 #, Romoland, CA 92585 JJEXTERIOR HOME PRODJUCT5 DMWN CAL\� . CMP 35ZE-- DRAWING OCT 02 2013 NONE OR PARTGENERAL NOTES ICC ESR1398 (2012 IBC) 9/29/2013 Page 2 of 66 0 DRAWING SHEET ENGINEERS STAMP 0 12 1 OF 2 N�M R 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL AS PER TABLE 1806.2. ALLOWABLE FOUNDATION WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED". ALL STRUCTURES DESCRIBED IN THIS PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR DOUBLED PER IBC SECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, RISK CATEGORY 11. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. THE STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING ASCE7-10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. DEPTH IS THE LOCAL FROST DEPTH. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE AND OTHER) DO NOT. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2012 IBC FIGURE 1613.3.1(1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-10 12.8.1.3 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTING SYSTEM POSTS EMBEDDED INTO FOOTINGS =ORDINARY STEEL MOMENT FRAME » R = 1.25 POSTS SURFACE MOUNTED = GENERIC SYSTEM » R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER SHALL BE LESS THAN 30'. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G45 OR A153 B-3, PAINTED ASTM A755 OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 3004H2x ALUMINUM MAY BE SUBSTITUTED FOR 3004H3x. 0� sg\ONAL T i P.6/10 17/ THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A * CONCENTRATED 300 LBF LOAD. �pFESSIp CII THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED PU F TFOFC U 2y 4� Z IN IBC SECTION 1605.3.1.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING m WIND OR SEISMIC FORCES. -' Amerimaxw 28921 US Hwy 74 8 * .6$'U-2015 #, Romoland, CA 92585 JJEXTERIOR HOME PRODJUCT5 DMWN CAL\� . CMP 35ZE-- DRAWING OCT 02 2013 NONE OR PARTGENERAL NOTES ICC ESR1398 (2012 IBC) 9/29/2013 Page 2 of 66 0 DRAWING SHEET ENGINEERS STAMP 0 12 1 OF 2 N�M R GENERAL NOTES: (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 1318.2.1 AND AF&PA NDS -05 11..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 is", #10 = e", #12 = 32" AND #14 = Z" OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11 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 EAVE 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. ICC 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 bbF Lb GU15 SGV VARIES 10096 OF PROJECTION 'MIN. LENGTH LENGTH & SEE SC ULE FOR MIN. J NO. OF 10 SM FASTENERS PANEL - H FASCIA HEADER NSTALL COLUMN VERTICAL 1 1/2" PANEL MAY OVERHANG 25% OF CLEARSPAN MAXIMUM POJC' MIN. SLOPE 0 25"/FT. [51D FASCIA --PROVIDE 1 1/2- W DRAIN MIN 3.5' CONCRETE SLAB REQ' -�I W/ CONSTRAINED FOOTINGS a ,1UIWWAII1:T-0:: 1 PATIO COVERS ARE LIMITED TO 12' HEIGHT• CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 15' HEIGHT. ICC ESR1398 (2012 IBC) 9/29/2013 �.vvtn rry 1-- 1/2"0 STEEL DAR (RE -BAR w SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY ZZHEADWEMEu1ATE LLER BEAM COLUMN VERTICALLY _ STLCOLTYP PROVIDE 1 1/2' d DRAIN MIN 3.5' CONCRETE SLAB REQ' 'd 'd' 'd' W/ CONSTRAINED FOOTINGS MULT6PAN ATT STRUCTURE KQIF: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). MU PAN FREESTANDINGSTRUCTUR P9, MIN 3.5' CONCRETE SLAB REQ'D p SEE SCHEDULE FOR W/ rnacTRATNrn Fnn7TNf.0 0B _ FOOTING SIZE 'SINGLE SPAN ATTACHED CAKIIITVLM S11t=RE 25% POST SPACING I � MAX. O'HANG 259< OF POST SPACING SEE SCHEDULE FOR POST SPACING MIN 3.5' CONCRETE SLAB REQ'D 3/8'0 X 9' REBAR �; W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE LENG-m VARIES • tEL—n N FOR POST SIZE SEE POST SCHEDULESi HEADER PANEL I UL pROV DE 1 1/2 W/NRAI CONSTNED FOOTINGS3.5' CONCRETE SLAB EQ'D •d' I jZ- SEE SCHEDULE PLACE 3/8'0 STL(RE-BAR) DETAIL AQ OR X3/8-0 STEEL BAR (RE—BAR) SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY Page 4 of 66 C SEP 28 2015 TO MIN 4' CONCRETE SLAB W/O A FOOTING MAY BE USED WHERE 1p TED Izo "COVERPANELATTACHMENT SEPEE�SCHEDULE PROVIDE 1 NCRETE SLAB DRAIN ONSTRAINED AY FOOTINGS L J ^fie I (SEE SCHEDULE FOR �F FOOTING SIZE. SINGLE SPAN ATTACHED STRUCTURE --PROVIDE 1 1/2- W DRAIN MIN 3.5' CONCRETE SLAB REQ' -�I W/ CONSTRAINED FOOTINGS a ,1UIWWAII1:T-0:: 1 PATIO COVERS ARE LIMITED TO 12' HEIGHT• CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 15' HEIGHT. ICC ESR1398 (2012 IBC) 9/29/2013 �.vvtn rry 1-- 1/2"0 STEEL DAR (RE -BAR w SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY ZZHEADWEMEu1ATE LLER BEAM COLUMN VERTICALLY _ STLCOLTYP PROVIDE 1 1/2' d DRAIN MIN 3.5' CONCRETE SLAB REQ' 'd 'd' 'd' W/ CONSTRAINED FOOTINGS MULT6PAN ATT STRUCTURE KQIF: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). MU PAN FREESTANDINGSTRUCTUR P9, MIN 3.5' CONCRETE SLAB REQ'D p SEE SCHEDULE FOR W/ rnacTRATNrn Fnn7TNf.0 0B _ FOOTING SIZE 'SINGLE SPAN ATTACHED CAKIIITVLM S11t=RE 25% POST SPACING I � MAX. O'HANG 259< OF POST SPACING SEE SCHEDULE FOR POST SPACING MIN 3.5' CONCRETE SLAB REQ'D 3/8'0 X 9' REBAR �; W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE LENG-m VARIES • tEL—n N FOR POST SIZE SEE POST SCHEDULESi HEADER PANEL I UL pROV DE 1 1/2 W/NRAI CONSTNED FOOTINGS3.5' CONCRETE SLAB EQ'D •d' I jZ- SEE SCHEDULE PLACE 3/8'0 STL(RE-BAR) DETAIL AQ OR X3/8-0 STEEL BAR (RE—BAR) SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY Page 4 of 66 C SEP 28 2015 3'X8' ALUM HEADER 3'X8' STEEL C DOUBLE ALUM HEADER DOUBLE STEEL C BEAM LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER 104 po �Yp F. sl MIN 3.5' CONCRETE SLAB I REQ'D W/ CONSTRAINED FOOTINGS 1I SINGLE SPAN ATTACHED _LATTICE STRUCTURE PROVIDE 1 1 DRAIN MULTISPAN UNITS REFER TO GENERAL NOTE 22. TW TW ❑'HANG-- i MULTISPAN FREESTANDING LATTICE STRUCTURE MAXIMUM RAFTER OVERHANG �OJ� IS 25% OF CLEARSPAN LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR ' b4t POST HT. HIGHER 3"x 8"x 12 or 16 GA. STEEL "C" BEAM FOR BEAM WRAP DETAIL, DETAIL 118'. ATTACHMENT TO MIN 4' MIN 3.5' CONCRETE SLAB REQ'T CONCRETE SLAB W/O FOOTINGS W/ CONSTRAINED FOOTINGS MAY BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZE SEE SCHEDULE DETAIL L29 ONLY SEE SCHEDULE FOR—.—. FOOTING SIZE 'd" SINGLE SPAN ATTACHED CANnLMED STRUCMtE TW TW TW II OVERHANG = I �p 2'x6.625', 3'x8' OR 3'x3' ALUM RAFTERS VEL LATTICE: 0 SEE DETAISLAB a x MIN 3.5' CONCRETE SLAB MIN 3.5' CONCRETE REQ'D W/ CONSTRAINED REQ'D W/ CONSTRAI FOOTINGS FOOTINGS SINGLE SPAN FREESTANDING LATTICE STRUCTURE RAFTER SPAN 1R SPAN) . OR MORE SPANS —2'x6.625', 3'x8" OR 3'x3" ALUM. RAFTERS _,-PLACE 3/8" SEE SCHEDULE DETAIL L29 OI CLEAR SPAN SEP 28 2015 FREESTANDING STRUCTURE ATTACHED STRUCTURE N��t w;ME""' CONFIGURATIONS. ICC ESR1398 (2012 IBC) 9/29/2013 Page 5 of 66 OCT 02 2013 DRAWI GsHEEr TRIBUTARY WIDTH (TW) DIAGRAM ENGINEERS STAMP NBMIEW SCO2-2012 2 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"x2"x6.625" Rafter (Single Soanl 0.032"x7x6 625" Rafter (Sinale Snanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C p in 115 130 115 120 10 24" 8'-T' 8'-7" 8'-7" 8'-7" LIVE 20" 10'-4" 10'-4" 10'-4" 10'-0" V-5" V-5" 16" 12,_9" 12•_8" 12'-0" 11•-4•• 14'-10" 12" 15'-0" 14'-9" 13'-11" 13'-3" 20 24" 4'-4" 4'-4" 4'-4" 4'-4" LIVE 20" 5'-2" T-2" T-2" V-2" 0.040" 16" 6'-6" V-6" 6'-6" 6'-6" V-1" V-1" 12" V-7" 8'-7" 8'-7" V -T' 25 24" 4'-7' 4'-2" 4'-2" 4'-2„ 4'-8" 20" 4'-11" 4'-11" 4'-11" 4'-11" 16" V-2" V-2" V-2" V-2" 12" 8'-3" V-3" 8'-3" 8'-3" 30 24" T-5" 3'-5" 3'-5" X-5- 20" 4'-2" 4'-2" 4'-2" 4'-2" 16" 5'-2" 5'-2"5'-2" 4'-5" 5'-2" 12" V-10" V-10" V-10" 6'-10" 40 24" 2'-T' 2'-7" 2'-7" 2'-7" 20" Y-1" 3'-1" T-1" 3'-1" 16" Y-10" T-10" T-10" 3'-10" 12" 5'-2" 5'-2" 5'-2" 5'-2" 60 24" l'-9" 1'-9" V-9" 1 _9" 20" 7-1" 2'-1" 7-1" 2'-1" 16" 2'-7" 2'-7" 2'-7" 2'-7" 12" 3'-5" T-5" T-5" 3'-5" I AtSLt 1.1 n n241'x2"x6 625" Rafter (Multisoanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C p in 115 130 115 120 10 24" V-9" V-9" 6'-9" V -9 - LIVE 20" T-9" 7'-9" 7'-9" 7'-9" V-5" V-5" 16" 9'-1" 9'-1" 9'-1" 91-11, 14'-10" 12" 11._1" 11._1.. 11._1.. 11._1" 20 24" T-10" T-10" T-10" Y-10" LIVE 20" 4'-6" 4'-6" 4'-6" 4'-6" 0.040" 16" 5'-5" 5'-5" 6-5" 5'-5- V-1" V-1" 12" V-9" V-9" V-9" V-9- 25 24" T-8" 3'-8" T-8" 3'-8" 4'-8" 20" N-3" 4'-3" N-3" 4'-3" 16" 5'-2" 5'-2" 5'-2" 5'-2" 12" 6'-6" 6'-6" V-6" 6'-6" 30 24" T-1" T-1" T-1" 3'-1" 20" T-8" 3'-8" 3'-8" T-8" 16" 4'-5" 4'-5" 4'-5" 4'-5" 12" 6-8" 5'-8" 5'-8" 5'-8" 40 24" T-5" 2'-5" 2'-5" 2'-5- 20" 2%10" 2'-10" 2'-10" 2'-10" 16" 3'-6" 3'-6" T-6" 3'-6" 12" 4'S" 4'-5" 4'-5" 4'-5" 60 24" 1'-T' V-7" V-7" V-7" 20" V-11" V-11" V-11" V-11" 16" 2'-5" 2'-5" 7-5" 2'-5" 12" T-1" T-1" Y-1" 3'-1" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (s in 115 130 115 120 10 24" 14'-8" 14•_8" 14'-2" 13•_6" LIVE 20" 16'-1" 16'-1" 15'-6" 14'-10" V-5" V-5" 16" 17'-11" 171-11" 17'-4„ 16•_6" 14'-10" 12" 20•_6„ 20•_6" 19•_11" 19,_0" 20 24" 7'-5" 7'-5"T-5" V-1" 7'-5" LIVE 20" V-11" 8'-11" 8'-11" 8'-11" 0.040" 16" 11'-1" 11•_1• 11•_1" 11'-1- V-1" V-1" 12" 14'-8" 14'-8" 14'-8" 14'-8" 25 24" 7•_1" 7'-1" 7'-1" 7'-1" 4'-8" 20" 8'-6" V-6" 8'-6" 8'-6" 16" 10•_7" 10'-T' 10'-7" 10•_7• 12" 14'-0" 14'-0" 14'-0" 14'-0" 30 24" V-11" V-11" 5'-11" 5'-11" 20" 7'-1" 7'-1" 7'-1" T-1" 16" 8'-10" V-10" 8'-10" V-10" 12" 11•_8" 11•_9" 11•4, 11•4• 40 24" 4'-5" 4'-5" 4'-5" 4'-5" 20" 5'-4" 5'-4" 5'-4" 5'-4" 16" V-8" V-8" V-8" V-8" 12" V-10" 8'-10" V-10" 1 8'-10" 60 24" T-0" T-0" T-0" T-0" 20" T -T' T-7" T-7" T-7" 16" 4'-5" 4'-5" 4'-5" 4'-5" 12" 5'-11" 1 V-11" 1 V-11" 5'-11" n n72"v7"vA A75" P.O., /M..Nicn�nl 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 20" 11•_7• 11•_7•• 11•_7" 11•_7" V-5" V-5" 16" 13'-5" 13'-5" 13'-5" 13'-5" 14'-10" 12" 16-0" 16'-0" 16'-0" 16'-0" 20 24" V-1" V-1" V-1" 6'-1" LIVE 20" T-0" T-0" T-0" T-0" 0.040" 16" 8'-4" 8'-4" 8'-4" 8'-4" V-1" V-1" 12" 10,_3" 10•_3" 10•_3" 10•_3" 25 24" 5-10" 5'-10" V-10" V-10" 4'-8" 20" 6'-9" V-9" V-9" V-9" 16" V-0" V-0" V-0" 8'-0" 12" 9'-11" T-11" 9'-11" 9'-11" 30 24" T-0" 5'-0" 5'-0" 5'-0" 20" V-10" V-10" 5'-10" 5'-10" 16" T-0" T-0" T-0" T-0" 12" V-8" V-8" 8'-8" 8'-8" 40 24" T-11" 3'-11" T-11" T-11" 20" 4,-7" 4'-7" 4'-7" 4'-7" 16" 5'-7"5'-7" 10'-0" 5'-7" 5'-7" 12" T_0" 7._0" 7._0" 7._o„ 60 24" 2'-9" 2'-9" 2'-9" 2'-9" 20" 3'-3" T-3- T-3" 3'-3" 16" T-11" T-11" 1 T-11" V-11" 12^ 1 5'-0" 5'-0" 5'-0" 5'-0" IAbLt 1./ 0.040"x2"Y6.625" Rafter Minnie Seanl 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" 181_7" 191_0•• V-5" V-5" 16" 22•_1" 21•_8'• 21•_0•, 20•_5•• 14'-10" 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" 0.040" 16" 15'-10" 15'-10" 15'-10" 15'-W' V-1" V-1" 12" 18•_2" 18•_2" 18•_2,• 18'-2,• 25 24" 10•_8" 10,_8" 10•_8" 10•_8" 4'-8" 20" 12,_8„ 12•_9,• 17_9•, 12'-9" 16" 15•_6" 15'-6" 15'-6" 15•_6" 12" 17•_9" 17•_9" 17,_9" 17•_9" 30 24" V-11" V-11" V-11" V-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" V-9" V-9" V-9" V-9" 20" V-1" 8'-1" V-1" V-1" 16" 10'-0" 10'-0" 10'-0" 10'-0" 12" 13•4,• 13•4•, 13,4• 113'4" 10'-11" 60 24" 4'-6" 4'-6" 4'-6" 4'-6- 20" 5'-5" 5'-5" 5'-5" 5'-5" 16" V-9" V-9" V-9" V-9" 12" 1 8'-11" 1 V-11" V-11" V-11" 0 nd2"Y3'46" Rafter M—le Rnnnl Ground I Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (ps (in) 115 130 115 120 10 36" 16•_1„ 16•_1" 16•_1" 15'-11" LIVE 32" 18,_1,• IVA" 17•_9„ 16,_11„ V-5" V-5" 24" 21•4" 21,_0„ 20,_5• 19•_6,• 14'-10" 16" 25•-4„ 25-4„ 24'-9" 23,_8,• 20 36" 8'-2" V-2" V-2" W -2 - LIVE 32" 9'-2" 9'-2" 9'-2" 9'-7. 0.040" 24" 12,_2" 12,_2„ 12'-2" 12•_2,• V-1" V-1" 16" 18•_1" 18,_1• 18•_1• 18'-1• 25 36"T-10" 8'-2" T-10" 7'-10" 7'-10" 4'-8" 32" V-9" V-9" V-9" V-9" 24" 11_7• 11'-7" 11•_7• 11•_7, 16" 17'-3" 17•_3•, 17,_3,• 17•_3„ 30 36" 6'-6" 6'-6" 6'-6" 6'-6" 32" T-4" T-4" 71-4" 7'-4" 24" 9._9., 9._9., 9._9" 9._9., 16" 14'-5" 14'-5" 14'-5" 14'-5" 40 36" 4'-11" 4'-11"4'-11" 5'-8" 4'-11" 32" V-6" 5'-6" 5'-6" 5'-6" 24" T-4" T-4" 7'-4" 7'-4" 16" 10'-11" W'.-1110!-11' 10'-11" 60 36" 3'-3" 3'-3" 3'-3" 3'-3" 32" 3'-8" 3'-8" 3'-8" T-8" 24" 4'-11" 4'-11" 4'-11" 4'-11" 16" 1 7'-4" T-4" 7'-4" r -4 -- -4" I AtJLt 1.3 I ACLt 1.4 NOTE: RAFTERS MAY OVERHANG 26% OF THEIR CLEARSPAN 0.040'42"Y6 625" Rafter (Multisoanl n nd2"Y3"Y8" Rafter IMuRisnnnl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s in 115 130 115 120 10 24" 13'-9" 13'-9" 13'-9" 13'-9" LIVE 20" 15'-5" 15'-5" 15'-5" 15'-5" V-5" V-5" 16" 17•_9" 17'-9" 17•4• 17•_9" 14'-10" 12" 20'-11" 20'-11" 20'-11" 20'-11" 20 24" V-6" 8'-6" 8'-6" V -6 - LIVE 20" 9'-9" 9'-9" 9'-9" T-9" 0.040" 16" 11'-4" 11•_4" 11'-4" 11•_4•• V-1" V-1" 12" 13'-9" 1I T-9" 13'-9" 13'-9" 25 24" 8'-2" V-2" 8'-2" V-2" 4'-8" 20.. 9.4„ 9._4" 9._4.. V4' 16" 11•_0" 11'-0" 11•_0" 11•_01 12" 13'4" 13'-4" 13'-4" 13'4" 30 24" 7'-1" 7'-1" 7'-1" T-1" 20" V-2" V-2" V-2" V-2" 16" 9'-8" 9'-8" 9'-8" 9'-8" 12" 11'-10" 11'-10" 11'-10" 11'-10" 40 24" 5'-8" 5'-8" 5'-8" 5'-8" 20" V-7" V-7" V-7" V-7" 16" 7'-10" 7'-10" T-10" T-10" 12" 9'-8" 9'-8" 9'-8" 9'-8" 60 24" 4'-0" 4'-0" 4'-0" 4'-0" 20" 4'-8" 4'-8" 4'-8" 4'-6" 16" 5'-8" 5'-8" 5'-8" 5'-8" 12" T-1„ 1 7'4" T-1" T-1" I AbLt 1.S ICC ESR1398 (2012 IBC) 9/29/2013 Page 6 of 66 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (s in 115 130 115 120 10 36" 11•_6" 11•_8•• 11•_8" 11•_8" LIVE 32" 12•_8" 12•_8" 12,_8" 12•_8" V-5" V-5" 24" 15'-4" 15'-4" 15'-4" 15'-4" 14'-10" 16" 19'-8" 191_81• 19•_811 19•_811 20 36" V-10" V-10" 6'-10" V-10" LIVE 32" T-6" 7'-6" 7'-6" T-6" 0.040" 24" 9'-5" 9'-5" 9'-5" 9'-5" V-1" V-1" 16" 12,_8" 12•_8" 12•_8" 12,_8,• 25 36" 6'7 V-7" 6'-7" V-7" 4'-8" 32" T-3" T-3" 7'-3" T-3" 24" 9'-1" 9'-1" 9'-1" 9'-1" 16" 12•_2" 12•_7• 12•_2" 12,_2•• 30 36" 5'-8" V-8" 5'-8" 5'-8" 32" V-3" 6'-3" V-3" V-3- 24" 7'-11" 7'-11" 7'-11" 7'-11" 16" 10•_8•• 10'-9" 10'-9" 10•_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" V-3" 6'-3" 16" 8'-8" V-8" 60 36" T-0" 3'-0" 32" 3'-5" 3'-5" 3'-5" T-5" 24" 4'-5" 4'-5" 1 4'-5" 1 4'-5" 16" 6'-3" 6'-3" 6'-3" 6'-3" 1 ABL- 1.9 3"Y3" Rafter na 6" nro (Multisoan or Sinalel Ground Rafter Wind Speed and Exposure Snow Load Gauge Exp B Exp G (s in 115 130 115 120 10 0.024" 12'-5" 12'-5" 12'-5" 12'-5" LIVE 0.040" 20'-2" 18'-5" 17'-10" 1T-3" 20 0.024" V-5" V-5" V-5" V -5 - LIVE 0.040" 14'-10" 14'-10" 14'-10" 14'-10" 25 0.024" V-2" V-2" V-2" 8'-2" 0.040" 14'-6" 14'-6" 14'-6" 14'-6" 30 0.024" 7'-4" 7'-4" 7'-4" 7'-4- 0.040" 13•_1" 13•_1'• 13•_1" 13•_1•• 40 0.024" V-1" V-1" 6'-1" 6'-1" 0.040" 11,_2" 11•_2,• 11•_2,• 11•_2,• 60 0.024" 1 4'-8" 4'-8" 4'-8" 4'-8" 0.040" 8'-10" 8'-10" 1 V_10" V_10" Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92685 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24 TABLE 1.5 1 SEP 28 2015 OCT 02 2013 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"x2"x6.625" Rafter /Single Soanl 0.032"x2"x6.625" Rafter /Single Soanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C ( sf) (in) 130 . 140 150 170 10 24" 8'-1" 7'-3" 6'-7" 5'-5" LIVE 20" 9'-0" 8'-2" 7'-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" 7'-7" 20 24" 4,-4" 4'-4" 4'4„ 4'-4" LIVE 20" 5'-2" 5'-2" 5'-2" 5'4" 0.040" 16" 6'-6" 6'-6" 6'-6" 6'-6" 12" 8'-T' 8'-7" 8'-7" T -T' 25 24" 4'-2" 4,-2" 4'-2" 4'-2" 4'-8" 20" 4'-11" 4'-11" 4'-11" 4'-11" 16" 6'-2" 6-2" 6'4" 6'-2" 12" 8'-3" 8'-3" 8'-3" T-7" 30 24" T-5" 3'-5" 3'-5" 3'-5" 20" 4'-2" 4'-2" 4'-2" 4'-2" 16" 5'-2" 5'-2" 5'4" 5'-2" P4030 12" 6'-10"IT-1 5'-8" 6'-10" 6'-10" 40 24" 2'-T' 2'-5" 2'-7" 2'-7" 20" 3'-1" 2'-10" T-1" 3'-1" 16" Y-10" 3'-6" TAU' TAW 12" 5'-2" 4'-5" 5'-2„ V-2" 60 24" V-9"1'-9"1'-9"20" V-7" V -7"1'-T' 3'-0" 20" 2'-1" 1'-11" 2'-1" 2'-1" E 16" 2'-7" 2'-7" 2'-7" 2'-T' 12" 1 T-5" 1 T-5" T-5" T-5" TABLE 1.10 0.024"x2"x6.625" Rafter /Multisoanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (sf) in 130 140 150 170 10 24" 6'-9" 6'-9" 6'-7" W -5 - LIVE 20" 7'-9" T-9" 7'-5" 6'-2" 8'-5" 16" 9'-1" T-1" 8'-6" 7'-2" 14'-10" 14'-9" 12" 11•_1" 11•_0,• 9,-8" 7'-7" 20 24" T-10" T-10" T-10" T-10" LIVE 20" 4'-6" 4'-0" 4'-6" 4'-6" 0.040" 16" 5'-5" 5'-5" V-5" 5'-5" 12" 6'-9" 6'-9" 6'-9" 6'-9" 25 24" 3'-8" 3'-8" T-8" T-8- 4'-8" 20" 4'-3" 4'-3" 4'-3" 4'-3" 16" 5'-2„ 5'-2" 5'-2" V-2" 12" 6'-6" 6'-6" 6'-6" 6'-6" 30 24" T-1" 3'-1" Y-1" 3'-1" 20" 3'-8" T-8" 3'-8" 3'-8" 16" 4'-5" 4'-5" 4'-5" 4'-5" P4030 12" 6-8" 5'-8" T-8" 5'-8" 40 24" 2'-5" 2'-5" 2'-5" 2'-5- 20" 2'-10" 2'-10" T-10" 2'-10" 16" 3'-6" 3'-6" 3'-6" 3'-6" 12" 4'-5" 4'-5" 4'-5" 4'-5" 60 24" 1'7 V-7" V -7"1'-T' 3'-0" 20" V-11" 1'-11" V-11" 1'-11" E 16" 2'-5" 2 _5" 2'-5" 2 12" T-1" T-1" 3'-1" 3_1 TABLE 1.15 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (sf) in 130 140 150 170 10 24" 12'-4" 11'-4" 10'-5" 9'-0" LIVE 20" 13'-6" 12'-5" 11'-6" V-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" 7'-5" 7'-5" 7'-5" 7'-5" LIVE 20" 8'-11" 8'-11" 8'-11" 8'-11" 0.040" 16" 11,_1" 11'-1" 11,_1, 11,_1,• 12" 14•_8„ 14'-8,• 14,_8„ 12,_11" 25 24" 7'-1" T-1" 7'-1" 7'-1" 4'-8" 20" 8'-6" 8'-6" 8'-6" 8'-6" 16" 10'-T' 10'-T' 10'-7" 10'-7" 12" 14'-0" 14'-0" 14'-0" 12'-11" 30 24" 5'-11" 5'-11" 5'-11" V-11" 20" T-1" T-1" T-1" T-1" 16" 8'-10" 8'-10" 8'-10" 8'-10" P4030 12" 11'-9" 111-911.11'-9" 8'-8" 11'-9•' 40 24" 4'-5" 4'-5" 4'-5" 4'-5" 20" 5'-4"5'-4" 4'-7" 5'-4" 5'-4" 16" 6'-8" 6'-8" 6'-8" 6'-8" 12" WAY, 8'-10" 8'-10" 8'-10" 60 24" T-0" T-0" 3'-0" 3'-0" 20" 3'-T' T -T' T-7" T -T' E 16" 4'-5" 15'-11- 4'-5" 4'-5" 4'-5" 12" 5'-0" 5'-11" 5'-11" 1 5'-11" TABLE 1.11 0.032"x2"x6.625" Rafter (Multisoanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (p in 130 140 150 170 10 24" 10'-3" 10'-3" 10'-3" 9'-0" LIVE 20" 11'-7" 11'-7" 11'4" 9'-11" 8'-5" 16" 13•_5" 13'-5" 12•_11, 11•_2" 14'-10" 14'-9" 12" 16'-0" 16'-0" 14'-10" 12'-11" 20 24" 6'-1" 6'-1" 6'-1" 6'-1" LIVE 20" 7'-0" T-0" 7'-0" -P-9- 0.040" 16" 8,-4" 8'-4" 8'-4" 8'-4" 12" 10•_3" 10'-3" 10•_3" 10•_3" 25 24" 5'-10" TAY' 5-10" V-10" 4'-8" 20" 6'-9" 6'-9" 6'-9" 6'-9" 16" 8'-0" 8'-0" 8'-0" 8'-0" 12" T-11" 9'-11" 9'-11" 9,-11" 30 24" 5'-0" 5'-0" 5'-0" 5-0" 20" T-10" 5'-10" 5-10" 5'-10" 16" 7'-0" T-0" 7'-0" T-0" P4030 12" 1 8,-8" 8'-8" 8'-8" 8'-8" 40 24" -11" T-11" 3'-11" T-11" 20" 4'-7" IT 4'-7" 4'-7" 4'-7" 16" T-7" 5'-7" 5'-7" 5'-7" 12" 7'-0" 7'-0" 7'-0" 7'-0" 60 24" 2'-9" 2'-9" 2'-9" 2'-9" 20" 3'-3" 3'-3" T-3" 3'-3" E 16" 3'-11" 1 T-11" T-11" T-11- 12" 5'-0" 1 5'-0" 1 5'-0" 5'-0" IABLt 1.15 n nen"v211rR 925" Rag -r Minnl- Snanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (p (in 130 140 150 170 10 24" 16'-1" 14'-11" 13'-10" 12'-1" LIVE 20" 17'-8" 16'-3" 15'-1" 13'-2" 8'-5" 16" 19-3" 18'-2" WAY' Y' 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" 12" 18•_2" 18 _2 18•_2" 16-10" 25 24" 10'-8" 10•_8" 10•_8" 10'-8" 4'-8" 20" 12•_9" 12•_9" 12•_9" 12'-9" 16" 15'-6" 15'-6" 15'-6" 14'-9" 12" 1T-9" 17'-9" 17'-9" 16'-10" 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" P4030 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" 131-4" 1 13'-4" 13'-4" 1 13'-4" 60 24" 4'-6„ 4'-6" 4'-6" 4'-6„ 20" 5'-5" 5'-5" 5'-5" 5'-5" E 16" 6'-9" 6'-9" 6'-9" 6'4" 12" 8'-11" V-11" 8'-11" 8'-11" n n42"y3"xR" Raff-r /Sinn!- Snanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (s (n) 130 140 150 170 10 36" 141_711 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" 16" 18•_1" 18•_1•• 18'-1" 16•_1" 25 36" T-10" 7'-10" 7'-10" 7-10" 4'-8" 32" 8'-9" 8'-9" 8'-9" 8'-9" 24" 11•_7" 11•_7" 11'-7" 11•_7" 16" 17•_3" 17•_3'• 17'-3'• 16•_1'• 30 36" 6'-6" 6'-6" 6'-6" 6'-6- 32- T-4" 7'-4" T-4" T-4" 24" 9'-9" 9'-9" 9'-9" 9'-9" P4030 16" 14'-5" 14'-5" 14'-5" 14'-5" 40 36" 4'-11" 4'-11" 4'-11" 4'-11" 32" 5'-6" 5'-6" 5'-6" 5'-6" 24" 7'-4" 7'-4" T-4" 7'-4" 16" 10'-11"110'-11"110'-11- 9'-8„ 9'-8" 10'-11" 60 36" T-3" 3'-3" 3'-3" T-3" 32" T-8" T-8" 3'-8" 3'-8" E 24" 4'-11" 4'-11" 4'-11" 4'-1 i" 16" T-3" T-4" 7'-4" 7'4" (ABLE 1.1Z IABLt 1.13 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN n nen"v9"vR R95" Raft -r rM. dfienanl n ne2"x3"xR" Raft -r /M.dfi—n) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C p fn 130 140 150 170 10 24" 13'-9" 13'-9" 13'-9" 12'-1" LIVE 20" 15'-5" 15'-5" 15'-1" 13'-2" 8'-5" 16" 17'-9" 17'-9" 16-10" 14'-9" 14'-10" 14'-9" 12" 20•_11" 20•_0" 19•_1•• 16'-10• 20 24" 8'-6" 8'-6" 8'-6" 8'-6" LIVE 20" 9'-9" 9'-9„ 9'-9" 9'-9" 0.040" 16" 11'-4" 11'-4" 11'-4" 11'-4" 12" 13 _9" 13•_9" 13•_9" 13•-9" 25 24" 8'-2" 8'-2" 8'-2" 8!-2- 4'-8" 2V' 9'-4" T-4" 9,-4" 9'-4" 16" 11•_0" 11'_0" 11•_0" 11'-0" 12" 13'-4" 13'-4" 13'4" 13'4 30 24" T-1" T-1" T-1" 7'-1" 20" 8'-2" 8'-2" 8'-2" 8'-2" 16" 9'-8" 9,-8" 9'-8" 9'-8" P4030 12" 11'=10" 11'-10" 11'-10" 10'-9" 40 24" 5'-8" 5'-8" 5'-8" 5'-8" 20" 6'-7" 6'-7" 6'-T' 6'-T' 16" T-10" 7'-10" 7'-10" 7'-10" 12" 9'-8" 9'-8„ 9'-8" 9'-8" 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'-1" 7'-1" T-1" I AbLt 1.1 t 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•• 10'-8" LIVE 32" 12•_8" 12'-8" 12•_8" 11•_5" 8'-5" 24" 164" 15'-4" 15•_3" 13•_3" 14'-10" 14'-9" 16" 19'_8" 19'-8" 18'-6" 16•_1•• 20 36" V-10" V-10" 6'-10" 6'-10" LIVE 32" 7'-6" 7'-6" 7'-6" 7'4" 0.040" 24" 9'-5" 9'-5" 9'-5" 9'-5" 16" 12-8" 12•-8" 12•_8" 12•_8" 25 36" 6'-T' 6'-7" 6'-7" 6'-T' 4'-8" 32" 7'-3" T-3" 7'-3" 7'-3" 24" 9'-1" 9'-1„ 9'-1" 9'-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" T-11" T-11" T-11" 16" 10•_9" 10•_8•, 10'-9" 10'-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'-8" 8'-8" 8'-8" 1 8'-8" 60 36" T-0" T -O" T -O" T-0" 32" 3'-5" T-5" T-5" 3'-5" 24" 4'-5" 4'-5" 4'-5" 4'-5" 16" V-3" 6'-3" 1 6'-3" 6'-3" I ABLE 1.15 3"x3" Raffor fi7r 1R" n/r IWIticnan nr Sinnl-1 Ground Rafter Wind Speed and Exposure Snow Load Gauge Exposure C (s in 130 140 150 170 10 0.024„ 12•_5" 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'-2" 8,-2" 8'-2" 8'-2" 0.040" 14'-0" 14'-6" 14'-6" 13'-6" 30 0.024" 7'-4" 7'-4" 7'-4" 7'-4" 0.040" 13'-1" 13'-1" 13'-1" 13,-1" 40 0.024"6'-1" 6'-1" 6'-1" 6,-1" 0.040" 11-2" 11•_2" 11'-2" 11•_2„ 60 0.024"4'-8" 4'-8" 4'-8" 4'-8" 0.040"18'-10" 8'-10" 8'-10" 8'-10" TABLE 1.14 Amerimax Exterior Home Products gS1ONAL Rom Hwy Q�pFG,,�y Romolanand, CA 92 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 OCT 02 2013 15 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"xZW.625" Rafter (Single Span) 0.040"x2'x6.625" Rafter (Single Span) Ground I Rafter Wind Speed and Exposure Snow Load I Spacing Exp B Exp C (ps in) 115 130 115 120 10 48" 10'-9" 10'-1" 9'-6" 9'-0" LIVE 40" 11'-9" 11,_2„ 10'-7" 10'-0" 32" 13'-1" 12,_8„ 12'-0" 11-4„ 24" 15'-0" 14'-9" 13'-11" 13'-3" 20 48" 6'-6" 6'-6" 6%6" 6'-6" LIVE 40" 7'-10" 7'-10" T-10" T-10" 32" 9,4„ 9,-4" 9,-4„ 9,-4„ 24" 10'-9" 101_91, 10'-9" 101_91, 25 48" 6'-3" 6'-3" 6'-3" 6'-3" 40" T-5" 7'-5" T-5" T-5" 32" 9--1" 9--1" 9'-1"9--l" T-1" 24" 10'-6" 10'-6" 10'-6" 10'-6- 30 48" 5-2-' V-2" 5'-2" 5'-2" 40" 6'-3" 6'-3" 6'3" 6'3" 32" 7'-9" 7'-9" T-9" T-9" 24" 9'-7" 9'-7" 9'-7" 9'-7" 40 48" T-11" 3'-11" T-11" T-11" 40" 4'-8" 4'-8" 4'-8" 4'-8" 32" 5'-10" 5'-10" 5'-10" 5'-10" 24" 7'-9" 7'-9" 7'-9" T-9" 60 48" 2'-7" 2'-7" 2'-7" 2'-7" 40" T-1" 3'-1" T-1" T-1" 32" 3'-11" 1 3'-11" T-11" T-11" 24" 5'-2" 5'-2" 5'-2" 5'-2" FABLE 1.19 0.024"x2'x6.625" Rafter (Muitispan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp 8 Exp C s in 115 130 115 120 10 48" 8'-10" 8'-10" 8'-10" 8'-10" LIVE 40" 9'-11" 9'-11" 9'-11" 14'-10" 32" 11,-4„ 11 41 :, 114„ 11'4" 24" IT -4 1 13.4" 13•-4" 13,_3" 20 48" 5'-5" 5'-5" 5'-5" 5' -5 - LIVE 40" 6'3" 6'-3" 6'-3" 6'-3" 32" 7'-4" 7'-4" 7'-4" 7'-4" 24 8'-10" 8'-10" 8'-10" 8'-10" 25 48" 5'-3" 5'-3" 5'-3" 5'-3" 40" 6'-0" 6'-0" 6'-0" 6'-0" 37, 7--1" 7--1" T-1" T-1" 24" 8'-7" 8'-7" 8'-7" 8'-7" 30 48" 4'-6" 4'-6" 4'-6" 4'-6" 40" 5'-3" 5'3" 5'-3" 5'-3" 32" 6'-2" 6'-2" 6'-2" 6'-2" 24" T-7" 7'-7" T-7" T-7' 40 48" T-7" 3'-7" 3'-7" T-7" 40" 4'-2" 4'-2" 4'-2" 4'-2" 32" 5,-0" 5'-0" 5'-0" 5'-0" 24" 6'-2" 6,-2" V-2" 6'-2" 60 48" 2'-6" 2'-6'- 2'-6" 2'-6" L24" 2'-11" 2'-11" 2'-11" 2'-11" 37, T-7" 3'-7" 3--7" 3'-7" 24" 4'-6" 4'-6" 4'-6" 4'-6" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (PSI) 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'-6" 10'-6" 10'-6" 10.6„ LIVE 40" 1V-6" 11'-6•' 11•_6•' 11•-6„ 32" 12'-10" 12'-10" 17-10" 17-10" 24" 14'-9" 14,_9" 14.8„ 14'-9" 25 48"10'-3" 8'-8" 10'-3" 19-3" 10'-3-' 40" 11'-2" 11'-2" 11,_7' 11'-2" 32" 12,-6„ 12,_6" 12,-6„ 17-6" 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, 11•_5• 11'-5" 11,_5-• 24" 13-_7, 13'-2" 13,_7, 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" 9'-11" 9'-11" 24" 11'-5" 11,_5- 11'_5, 11,41 60 48" 6'-3" 6'-3" 6'-3" 6'-3" 40" 7-3" 7'-3" 7'-3" 7'-3" 37, 81-1" 8'-1" 8'-1" 8'-1" 24" 9.-4" 9.-4" 9'-4" 9.-4" TABLE 1.20 0.032"x2'x6.625" Rafter (Multispan) GroundRafter Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C s 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, 37, 16,-4„ 16,4" 16'4" 16,4„ 24" 18•_11. 18'-11" 18•_11. 16,_11,• 20 48" 9'-0" 9'-0" 9'-0" 9'-0" LIVE 40" 10'-0" 10'-0" 10'-0" 10'-0" 37, 11,4" 11'-4" 11,-4„ 11,-4„ 24" 13'-3" 13'4" 13--3" 13'-3" 25 48" 8'-8" 8'-8" 8'-8" 8-8" 40„ 91_81, 9-_8" 9131, 9-_8„ 37, 11'-0" 11'-0" 11'-0" 11'_0" 24" 12'-11" 12--11" 12'-11" 12'-11" 30 48" 7'-10" 7'-10" 7'-10" 7'-10" 40" 8--8" 8'-8" 8'-8" 8'-8" 32" 9'-1 i" 9'-11" 9'-11" 9'-11" 24" 11,_8„ 11,_8„ 11'-8" 11,-8" 40 48" 6'-0"6'-6" 10,_1'• 6'-6" 6'-0" 40" 7-4" 7'4" 7'4-' 7'4" 32" 8'-4" 8'4" 8'4" 8'4" 24" 9'-11" 9'-11" 9'-11" 9'41" 60 48" 4'-11" 4'-11" 4'-11" 4'-11" 49' 5'-7" 5'-7" 5--7" 5'-7" 37, 6'-6" 6'-8" 61-6" 6'-6" 24" 7'-10" 7'-10" T-10" T-10" TABLE 1.24 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (Ps 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" 22'-1" 21•-8„ 21'-0" 20,-5, 24" 25'-3" 23'-8" 22'-11" 22'-3" 20 48" 13'-0" 13'-0" 13'-0" 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,_2" 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" 17.8„ 17'_9„ 17'4„ 30 48" 11'-7" 11'-7" 11--7" 11.7„ 40" 12'-8" 12,4„ 12'-8" 12'-8„ 32" 14'-2" 14'_2" 14'-2" 14•_2" 24" 16'-3" 16'-3" 16'3" 16'-3" 40 48" 10'-1" 10,_1'• 10'-1" 10'-1" 49- 11'-0" 11'-0" 11,4" 11'-0" 37, 12'-3" 12,_3„ 12'-3" 12'-3" 24" 14,_7, 14'-2" 14,_7, 14'-2" 80 48" 8'-3" 8'-3" 8'-3" 8--3" 40" 9'-0" 9'-0" 9'-0" 8'-0" 32" 10'-1" 10'-1" 10'-1" 10'-1" 24" 11'-T' 11•_7' 11-_7, 11,_7• FABLE 1.21 0.042"x3"x8" Rafter (Single Span) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (ps in 115 130 115 120 10 72" 17-3„ 17'-3" 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„ 24,4„ 23'-8" 20 72" 12,4„ 12,4" 12,-4„ 12,-4" LIVE "' 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 77 12,_0„ 12,_0„ 12'-0" 12,-0„ 64" 12'_9„ 12,_9„ 12,_9" 12'-9" 48" 14'_8" 14'-8" 14,,,8„ 14,_8„ 32" 17'-10" 17'-10" 17'-10" 17'-10" 30 77, 11,_0„ 11'-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'-6" 9.-6" 9'-6" 9'-6" 64" 10'-1" 10'-1" 10.1„ 10.1" 48" 11,_8„ 11'-8" 114'-2" 11,_8„ 11-_8, 37, 14,_2„ 14,_7 13'-2" 14'-2" 60 77, T-9" 7'-9" 7'-9" 7'-9" 64" 8'-3" 8'-3" 8'-3" 8'-3" 48" 9'-0„ 9,-0„ 9'-0„ W-6" 32" 11•_8• 11'-8" 11•_8" 11'-8" TABLE 1.22 NOTE: THESE TABLES REQUIRE THE USE OF DETAIL L31 OR L32 0.040"x2"x6.625" Rafter (Multispan) 0.042"x3"x8" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C 1 s in 115 130 115 120 10 48" 17'-2" 17,_2„ 17,_2" 17,_7, LIVE 40" 18'-9" 18,_9„ 18,_8„ 18'-9" 32" 20'-11" 20'-11" 20'-11" 20'-5" 24" 24•-0" 23'-8" 22'-11" 22'-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" 11--8" 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" 10-_7" 10'-7" 10,_7" 40" 11,-8„ 11,_8„ 11,-8" 11,-8„ 32" 13'-2" 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" 32" 11'_3„ 11'-3" 11,-3" 11,_3" 24" 13'-2" 13'-2" 13'-2" 13'-2" 60 48" 7-2" 7'-2" 7'-2" T-2„ 40" T-11" 7'-11" 7'-11" 7'-11" 32" 9'-0" 9'-0" 9'4" 9'-0" 24" 10,_7, 10'-7" 10,_7" 10'-7" Pa -g, 8 Ot 66 TABLE 1.26 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exp C (s in 115 130 115 120 10 72" 15'-7" 15'-7" 15'-7" 15'-7" LIVE 64" 16'-7" 16'-7" 16'-7" 16,_7, 48" 19'-2" 18,_7, 19'-2'- 19'-2" 32" 23'-5" 23'-5" 23'-5" 23'-5" 20 77, 10'-8" 10,-8„ 10'-8" 10'-8" LIVE 64" 11-4„ 11-4„ 1 V-4" 11,4" 48" 13,-4„ 13,-4„ 13,4•, 13,-4„ 32" 16'-7" 16,-7, 16,_7' 16•_7• 25 77, 10,-4„ 10,-4„ 10,4„ 10,-4" 64" 11•_1" 11-_1„ 11'-1" 11-_1" 48" 'IT -0" 13--0" 'IT -0" 13'-0" 32" 16'-2" 16,_2„ 16'-2" 16'-2" 30 72" 9'-3-' 9'-3" 9'4" 9'-3" 64" 9'-11" 9'-11" 9'-11" 9'-11" 48" 11'-9" 11'-9" 11'-9" 11'-9" 37, 14'-8" 14,_8" 14,_8„ 14,-8„ 40 72" 7'-9" 7'-9" 7-9" T-9" 64„ 8,-4„ 8,-4" 8,-4„ 8,-4„ 48" 9%11" 9'-11" 9--11" 9'-11" 37, 12,_7" 12'-7" 12,_7, 12'-7' 60 72" 5'-11" 5'-11" 5'-11" 5'-11" 64" 6'-5" 6'-5" 6'-5" 6'-5" 48" 7'-9" 7--9" 7'-9" T-9" 32" 9'-11" T-11" 9'-11" 9'-11" FABLE 1.27 Lattice Tubes Ground Lattice Wind Speed and Exposure Snow Load Size Exp B Exp C (s in 115 130 115 120 10 1.5" 72" 72" 72" 72" LIVE Z. 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" 2"x3„ 72„ 72" 72„ 72„ 3" 72„ 72" 72" 72" 25 1.5" 72" 72" 72" 72" 2" 69" 69" 69" 69" 7'x'3„ 72" 72" 72" 72" 3" 72" 72" 72" 72" 30 1.5" 65" 65" 65" 65" 2" 62" 62" 62" 62" 7x3" 72" 72" 72" 72" Y. 72" 72" 72" 72- 40 1.5" 55" 55" 55" 55" Z. 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" k3" 49" 49" 49" 49" 3" 49" 49" 49" 49" Amerimax Exterior Home 28921 US Hwy 74 Romoland, CA 92585 OCT 02 2013 LATTICE 1.0 DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES (REQUIRES THE USE OF DETAIL L31 OR L32) 0 024"Y2"Y6 625" RaffPr (Sinn1A Rnnn1 n nae"Y2"Y6 625" Raker (RinnlP Rnan1 n n4n"Y2"Y6 625" Raffpr (Rinnle Snan1 0.042"x3"x8" Rafter (Single SDanl Lattice Tubes Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (ps (in) 130 140 150 170 10 48" V-1" T-3" 6'-7" 5'-5" LIVE 40" 9'-0" 8'-2" T-5" 6'-2" 32" 10•_3•, 9'-4" 8'-6" T-2" 24" 12,_0" 11,_0„ 9'-8" T-7" 20 48" 6'-6" 6'-6" 6'-6" 5'-5" LIVE 40" T-10" 7'-10" T-5" 6'-2" 32" 9'4" 9'-4" 8'-6" 7'-2" 24" 10•_9" 10,_9" 9'-8" 7'-7" 25 48" 6'-3" 6'-3" 6'-3" 5'-5" 40" T-5" 7'-5" 7'-5" 6'-2" 32" 9'-1" 9'-1" 8'-6" 7'-2" 24" 10•_6„ 10'_6" 9'-8" T-7" 30 48" 5'-2" 5'-2" 5'-2" 5'-2" 40" 6'-3" 6'-3" 6'-3" 6'-2" 32" 7'-9" 7'-9" T-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" V-10" V-10" V-10" 24" 7'-9" 7'-9" 7'-9" 7'-7" 60 48" 2'-7" 2'-7" 2'-6" 2'-6" 40" 3'-1" 3'-V' 7-11" T-11" 32" T-11" T-11" 3'-7" T-7" 24" 5'-2" 5'-2" 4'-6" 4'-6" TABLE 1.29 0.024„Y2'Y6 625" Raffpr (Multisnan% Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (s in 130 140 150 170 10 48" 8'-1" 7'-3" 6'-7" 5'-5" LIVE 40" 9'-0" 8'-2" 7'-5" 6'-2" 32" 10•_3" 9'-4" 8'-6" 7'-2" 24" 12•-0" 11 •_0" 9'-8" 7'-7" 20 48" 5'-5" 5'-5" 5'-5" 5'-5" LIVE 40" 6'-3" 6'-3" 6'-3" 6'-2" 32" 7'4" 7'-4" 7'4" 7'-2„ 24" 8'-10" 8'-10" 1 8'-10" 7'-7" 25 48" 5'-3" 5'-3" 5'-3" 5'-3" 40" 6'-0" 6'-0" 6'-0" 6'-0" 32„ 7'-1" 7'-1" 7'-1" 7'-1" 24" 8'-7" 8'-7" 8'-7" 7'-7" 30 48" 4'-6" 4'-6" 4'-6' 4'-0" 40" 5'-3" 5'-3" 5'-3" 5'-3" 32" 6'-2" 6'-2" 6'-2" 6'-2" 24" 7'-7" 7'-7" 7'-7" 7'-7" 40 48" T-7" T-7" 3'-7" 77-- 40' 4'-2" 4'-2" 4'-2" 4'-2" 32" 5'-0" 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" 7-11" T-11" 32" T-7" T-7" 3'-7" T-7" 24" 4'-6" 4'-6" 4'-6" 4'-6" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (pso (in) 130 140 150 170 10 48" 12'-4" 11,4•, 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" 10'-6" 10'-6" 10'-5" 9'-0" LIVE 40" 11'-6" 11'-6" 11'-6" 9'-11" 32" 12,_10. 12,_10•, 12,_10" 11,_2" 24" 14'-9" 14'-9" 14'4" 12'-11" 25 48" 10'-3" 10'-3" 10'-3" 9'-0" 40" 11,_2,• 11•_2•, 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'-4" 9'-0" 9'-4" 9'-0" 40" 10'-3" 10'-3" 10'-3" 9'-11" 32" 11•_5•, 11•_5" 11,_5• 11,_2„ 24" 13'-2" 13•_2•, 13,_2•, 12•_11" 40 48" 8'-1" 8'-1" 8'-1" 8'-1" 40" 8'-10" 8'-10" 8'-10" 8'-10" 32" 9'-11" 9'-11" 9'-11" 9'-11" 24" 11,_5• 11,_5" 11-5 11•_5• 60 48" 6'-3" 6'-3" 6'-3" 6'-3" 40" T-3" 7.3 7.3„ 7'-3" 32" 8'-1" 8'-1" 8'-1" 8,-1" 24" 9'-4" 9,-4 9,-4„ 9'-4" TABLE 1.30 n 032"Y2"Y6 625" Raftpr Mi isnnn) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 130 140 150 170 10 48" 12'-4" 11' 4" 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'-2" 24" 1 13•_31• 13'_3" 13•_3, 12•_11• 25 48" 8,-8" 8'-8" 8'-8" 8'-8" 40" 9'-8" 9'-8" 9'-8" 9'-8„ 32" 11•_0" 11'_0" 11'-0" 11'-0" 24" 12•_11. 12•_11• 12•_11. 12•_11 30 48" 7-10" 7'-10" T-10" T-10" 40" 8'-8" 8'-8" 8'-8" 8'-8" 32" 9'-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" 7'4" 7'4" 7'4" 32" 8'4" 8'4" 8'-4" 8'4" 24" 9'-11" 9'-11" 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" 7'-10" 7'-10" 7'-10" 7'-10" 1 ABLt 1.34 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (ps in 130 140 150 170 10 48" 16•_1,• 14,_11,• 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'-10" 20 48" 13•_0" 13,_0" 13,_0" 12•_1•, LIVE 40" 14•_2,• 14'-2" 14,_2" 13,_2,• 32" 15'-10" 15'-10" 15'-10" 14'-9" 24" 18,_2" 18,_2,• 18•_2•, 16•_10•, 25 48" 12•_8„ 12•_8,• 12,_8" 12•_1•, 40" 13'-10" 13'-10" 13'-10" 13'-2" 32" 15'-6„ 15'-6„ 15•-6" 14•_9•, 24" 17,_9„ 17,_9„ 17•_9,• 16,_10•, 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" 10•_1,• 10,_1„ 10•_1" 70'--l-- 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" 40" 9'-0" 9'-0" 9'-0" 9'-0" 32" 10,_1•, 10•_1,• 10•_1" 10•_1•• 24" 11•_7• 11,_7• 11'-7" 11•_7' Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C ( so (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" 12•4•, 12•4" 12•4•, 10'-8" LIVE 64" 13'-0" 13'-0" 13'-0" 11'-5" 48" 15'-0" 15•_0" 15•_0" 13•_3,• 32" 18'_3•, 18'-3" 18•_3" 16,_1„ 25 72" 12•4' 12•_0" 12'-0" 10•_8" 64" 12'-9" 12'-9" 12'-9" 11'-5" 48" 14'-8" 14'-8" 14'-8" 13'-3" 32" 17•_10" 17,_10" 17,_10• 16•_1• 30 72" 11'-0" 11'-0" 11'-0" 10•_8" 64" 11'_8" 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'-6" 9'-6" 9'-6" 64" 10'_1" 10•_1" 10'-1" 10•_1•, 48" 11'-8" 11 •_8" 11'-8" 11'-8" 32" 14,_2" 14•_2" 14•_2,• 14,_2" 60 72" 7'-9„ 7'-9" 7'-9" 7'-9" 64" 8'-3" 8'-3" 8'-3" 1 8'-3" 48" 9._6„ 9'-6" 9'-6" 9'-6" 32" 11,_8•• 11'-8" 11 •-8•• 11 •_8" TABLE 1.31 TABLE 1.32 NOTE: THESE TABLES REQUIRE THE USE OF DETAIL L31 OR L32 0.040"x2"x6.625" Rafter (Multisnan) 0.042"x3(8" Rafter (Multisoan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C ( so In 130 140 150 170 10 48" 16'-1" 14'-11" 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,_10„ 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'-9" 24" 17'-2" 17,_2•, 17,_2•, 16,40„ 25 48" 11•_8,• 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" 10'-7" 10'-7" 10'-7" 40" 11,-8„ 11,_8•, 11,_8•, 11,_8•, 32" 13,_2" 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" 32" 11,_3„ 11,_3" 11,_3•, 11,_3•, 24" 13,_2" 13•_2,• 13,_2,• 13,_2" 60 48" 7'-2" 7'-2" 7'-2" 7'-2" 40" 7'-11" 7'-11" 7'-11" 7'-11" 32" 9'-0" 9'-0" 91-01, 9'-0" 24" 10,_7 10,_7 10,_7" 10,_7, rayc a vi w IAbLt 1.30 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" 1 VA" 11'4" 11'-4" 48" 13'-4" 13'-4" 13'-4" 13'-3" 32" 16'-7" 16'-7" 16'-7" 16'-1" 25 72" 10•4•, 10,-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•_1•• 30 72" 9'-3" 9'-3" 9'-3" 9'-3" 64" 9'-11" 9'-11" 9'41" 9'-11" 48" 11,_9" 11,_9" 11•_9•, 11,_9„ 32" 14'-8" 14'-8" 14,_8,• 14,4 40 72" 7'-9" 7'-9" 7'-9" 7'-9" 64" 8'-4„ 8'4" 8'4" 8'-4" 48" 9'-11" 9'-11" 9'-11" 9'41" 32" 12,_7, 12,_7, 12,_7• 12•_7" 60 72" 5'-11" 5'-11" 5'-11" 5'-11" 64" 6'-5" 6'-5" 6'-5" 6'-5" 48" 7'-9" 7'-9" 7'-9" 49" 32" 9'-11" 9,-11" 9'-11" 49" (ABLE 1.36 Ground Lattice Wind Speed and Exposure Snow Load Size Exposure C (ps In 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" 2"x3„ 72" 72" 72" 72" 3" 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" Z. 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" T. 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" 49" 49" Amerimax Exterior Home 28921 US Hwy 74 Romoland, CA 92585 3441 Ivylink Place Lynchburg, VA 24503 TABLE 1.37 OSS F i /v- N 8A 39 r. 618/2017 �t n OCT 02 2013 SEP 28 2015 F i Arun- rnveo e n ones 010-1 r_c e: . en4 TABLE 2.1IlAtteched 0.042'14'7O Box Beam Detail 1-1 Double 0.042"K,t"x6 Detail 12 Double 0.0497Q W.625" Detail L12 TABLE 2.1 0.04211AW 8' Box Beam Detail L1 Double 0.042' TW Detail L72 Double 0.04010"x6.625" Detail 12 28 Single Freestanding or 19-10" Attached Single Freestanding or 28 Attached Freestanding or 10 tteched single Freestanding or A Attached Single Freestanding or 1B Attached Single Freestanding or 26 21'-1" seen structure Muldspan Units 25 Span Structure Multis an Units 18'-10" Structure Mullis an Units 24 25 Ispan structure Mullis an Units 3.6 Span Structure Multis an Units 185' sen Structure Muftis an Units GROUND TRie MAX POST MAX 21 25 MAX POST LENGTH MAX 1T6" A MAX POST LENGTH MAX 25 26 MAX POST LENGTH UND TRIS MAX POST MAX 19 23 MAX POST LENGTH MAX 18'4" B MAX POST LENGTH MAXJ-d 28 27 POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER 9 I 19 I 17 POST MIN FOOTER 9 I 19 I 12' POST 24 25 e' I 19 I 12' W WIDTH POST REO' POST MIN FOOTER 9 I 19 ' 17 POST MIN FOOTER 8' I 19 I 17 POST MIN A I 10' I 12'LOAD A (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POS SIZE CONSTRAINED FOOTE SPACWG IMINFOOTER SIZE CONSTRAINED FOOTSAD [NO (FT) SPACING FOR SPACIN POSSIZE A CONSTRAINED FOOTS SPACI POST SIZE CONSTRAINED FOOTE SPAC WG 23 24 RAINED FOOTS(PSF) 26 18-10' ON SLAB SLAB (FT) TYPE •d 'd 'd' "d (FT) TYPE 'd' 'd 'd 'd (FT) 20 'd 'd •d -d SF) 14110" ON SLAB SLAB (FT) TYPE 'd 'd "d "d (FT) TYPE 'd 'd -d- 'd (FT) P 6.6 -d- "d(FT A 9-7' A 20 21 23 (In) (n) (n (n) B 23 MI (nIn) in) 26 17S" M (in) N N) 72 23 (FT) 7 91S' In) in) (in) (in) A 21 (in) (n) in) (in 24 13'-8" C (in In) 10 115 MPH EXPOSURE B 14'-10' A 20 26 27 29 21'-1' A 23 28 29 31 19-10" A 22 28 27 28 10 3 275" A 14'-19' A 1B 23 25 26 21'-1" A 20 25 27 28 18'-10" A 20 24 25 26 LIVE 3.6 19.6" A 185' A 19 23 24 26 19.7' B 21 25 26 28 1T6" A 20 23 25 26 4 17"-0- A 12'5" A 19 23 24 25 18'4" B 21 25 28 27 leo' A 21 23 24 28 4,5 16'-1" A 11'-10" A 19 22 24 25 1T-3" B 22 24 26 27 15'S" B 21 23 24 26 6 13'-T A 11'-r A 20 22 23 25 16'-4' B 22 24 25 27 14' 7' B 21 22 24 26 6.6 174" A 19-7' A 20 22 23 24 15'5' B 23 24 25 26 18-10' B 22 22 24 25 6 114' A t9-1" A 20 22 23 24 14110" B 23 23 25 26 13'3" B 22 .22 23 25 6.6 195" A 9-7' A 20 21 23 24 14'-2' B 23 23 25 26 17S" B 22 72 23 24 7 91S' A 9-2- A 21 21 23 24 13'-8" C 23 23 24 26 173- B 23 23 23 24 7,6 9-1' A 8'-10' A 21 21 22 24 13'-2' C 24 24 24 26 1115" B 23 23 23 24 8 8'S A 95' A 21 21 22 23 12'5" C 24 24 24 25 111-5" B 23 23 23 24 8.6 8'-0• A 6'-7 B 21 21 22 23 12'3- C 24 24 24 25 111-0" B 23 23 23 24 9 7141, A T-10' B 21 21 22 23 11'-10' D 24 24 24 25 195' C 24 24 24 24 24 9.5 T -r A T-7- B 21 21 22 23 11'5" D 25 25 25 25 194" C 24 24 24 24 A 10 9-V A 7'4" B 22 22 22 23 11'-7 D 25 26 25 25 19-1" C 24 24 24 24 11 9-21 A 9-11' B 22 22 22 23 19-7" D 25 25 25 25 7.7' 0 24 24 24 24 C 12 5'6' A 6'S' 8 22 22 22 23 19-1' D 25 25 25 25 9-1' D 25 25 25 25 G� 13 5'-2' A .2. 0 22 22 22 23 9'-T D 26 26 26 26 8'S' D 25 25 25 25 20 116 MPH FXPOSURF O or 130 MPH FXPrMURF R 7.5 7S A 3'-11" D 16 20 22 10 3 22'5" A 14'-10' A 20 26 27 29 21'-1' A 23 28 29 31 19-10" A 22 28 27 28 LIVE 3.6 19S" A 13'5" A 21 25 27 28 18'-7" B 24 27 29 30 1TS A 23 25 27 28 4 17'4" A 12'5" A 21 25 28 28 18'-3"B C 24 27 28 30 194" A 23 25 27 28 4.5 15'-1" A 11'-10" A 22 24 26 27 1T3- B 25 28 28 29 1T -V B 24 25 28 28 5 13'-r A 11'-r A 22 24 26 27 16'4" 8 25 28 28 29 14'-7" B 24 24 26 27 5.5 174" A 19-7" A 22 24 25 27 1S5' B 25 26 27 29 18-10' B 24 24 26 27 8 11'4" A 19-1" A 23 24 25 26 14'-10" B 26 26 27 29 183" 8 26 26 25 27 6.5 195" A 9-7" A 23 23 26 26 14'-2' 8 26 26 27 28 17-9" B 26 25 25 27 7 95" A 7-T A 23 23 25 26 13'4" C 26 26 27 28 17-r B 25 25 25 26 7.6 9-1" A 8'-10"A B 23 23 24 28 13'-r C 27 27 27 28 115" B 26 26 28 20 8 616" A 8'S" A 24 24 24 26 12'5" C 27 27 27 28 111-5 B 26 2e 26 26 8.5 9-0' A 8'-7 B 24 24 24 25 173" C 27 27 27 27 111-0" B 26 28 28 26 9T -e' A T-10" 8 24 24 24 26 11'-19' D 27 27 27 27 195" C 26 26 26 26 9.5 T-2' A 7'-7' B 24 24 24 25 11'4" D 28 28 28 28 194" C 27 27 27 27 24 1064r 8S A 7'4' B 24 24 24 25 11'-2" D 28 26 28 28 19-1" C 27 27 27 27 A 11 6'-7 A 9-11" B 24 24 24 26 19-7' D 28 28 28 28 9-7' D 27 27 27 27 12 2'-11' A $ B 25 25 25 26 19-1' D 29 29 29 29 9.1' D 28 28 28 28 C 13 Zr5'- A 9-r B 25 25 25 25 9-T D 2B 2B 2B 29 8'S' D 28 28 28 28 2D3 115 MPH 11'-10' A 194" A 18 22 23 24 15'-7 B 18 24 25 26 13'-T B 18 22 24 25 LIVE 3.5 i9 -r A 95' A 18 21 23 24 14'-0' B 19 23 25 26 17S B 18 22 23 24 4 9-11' A 8'6' A 17 2122 22 24 13'-0" C 19 23 24 26 1115" B 1B 21 23 24 4.5 7'-11" A 8'4P 8 17 21 22 23 17-r C 20 22 24 25 19-I1" B 19 21 23 24 5 T-1" A T-7' B 17 20 22 23 11'$' D 20 22 24 25 194• C 19 21 22 24 5.5 95' A 7'-1' B 17 20 21 23 10'-10" D 20 22 23 25 9-10' C 19 21 22 23 6 5'-11" A 61S" B 18 20 21 22 1014" 0 20 22 23 24 74" 0 20 20 22 23 6.6 5'S" A 94" 8 18 20 21 22 9-10- D 21 21 23 24 8'-11- 0 20 20 22 23 7 5'-1" A 9-0" B 18 20 21 22 95' D 21 21 23 24 8'-7" D 20 20 21 23 7.6 4 '-0' A 5' 6' B 18 19 21 22 94" D 21 21 23 24 93" D 20 20 21 23 8 4'S A 5'6" B 18 19 21 22 8'4' D 21 21 22 24 T-11" D 21 21 21 22 6.5 4'-2- A 5'3' B 18 19 20 22 9S' D 21 21 22 23 T5" D 21 21 21 22 98-11" T-10" A 61-0" B 18 19 20 22 B'-1" 0 21 21 22 23 7'S- D 21 21 21 22 9.5 3'A" A 4'-10' B 18 19 21 22 T-10" E 22 22 22 23 T -r D 21 21 21 22 24 10 8S A 4'6' 8 19 19 21 22 T -r E 22 22 22 23 6'-11" D 21 21 21 22 A 11 8-2' A 4'4' 8 19 20 21 22 T-1' E 22 22 22 23 9-r 0 21 21 21 22 12 2'-11' A 4'-0' B 19 20 21 23 9$' E 22 22 22 23 93' E 22 72 22 23 C 13 75' A 3'A' C 19 20 22 23 6'4' E 22 22 22 23 5-11" E 22 22 22 23 ICC ESR1398 (2012 IBC) 9/29/2013 30 115 MPH EXPOSURE B 9'-1 B 17 23 25 26 186" D 20 25 27 28 17-1" C 19 23 25 26 3.5 9-10" A 8'3" B 15 21 23 24 13'6' D 18 23 24 26 17-1" C 17 22 23 24 3.5 6'-10" A 8'3' B 16 21 22 23 175" D 18 23 24 25 11'-7 D 17 21 23 24 4 94" A T-7" B 16 20 22 23 1116' D 18 22 24 26 194' D 18 21 22 24 4.5 514" A 7'-0" B 16 20 21 23 101-9" D 19 22 23 25 91S D 18 21 22 23 5 4'-10' A 6'S B 18 20 21 22 1941 E 19 22 23 24 9-r D 18 20 22 23 5.5 4'4' A 9-1" C 17 20 21 22 7.7' E 19 21 23 24 8'S' D 19 20 22 23 6 4'-0" A 5'-9' C 17 19 21 22 9'-1' E 19 21 23 24 93' D 19 20 21 23 6.5 85' A 61S1 C 17 19 20 22 8'S' E 20 21 22 24 T-10' E 18 20 21 22 7 3'S' A S -r C 17 19 20 22 8'3' E 20 21 22 23 TS E 19 2021 23 22 7.6 3'-7 A 4'-11" C 17 19 20 21 T-11" E 20 21 22 23 7-r E 19 18 21 22 8 -0 3'' A 1'4' D 17 19 20 21 T-7" E 20 20 22 23 T4' E 20 20 21 22 6.5 T-10" A 4'4' D 17 19 20 21 T3' E 20 20 22 23 9-9' E 20 20 21 22 B 75' A 4'3" 0 17 19 20 22 7-0'" E 20 20 21 23 9-W E 20 20 20 22 24 9.5 7S A 4'-1• D 17 19 21 22 95' E 21 21 21 23 93" E 20 20 21 22 A 116 MPH FXPOSIIRF 0 21 m 130 MPH FXP1SIIRF 91S" R 20 23 25 26 4.5 4.5 4'4' A 5'-10" C 17 21 23 24 9-1"E 30 3 8'-0' A 9'-1 B 17 23 25 26 186" D 20 25 27 28 17-1" C 19 23 25 26 3.5 9-10" A 8'3" B 18 23 24 25 17.5" D 20 25 26 28 11'-7 D 20 23 25 26 4 9.01 A 7'-T B 18 22 24 25 11'6- D 21 24 26 27 194' D 20 23 24 26 4.5 5'4'A A T-0" B 18 22 23 25 101-9' D 21 24 25 27 9'S" D 20 22 24 25 5 4'-10" A 9S B 18 22 23 24 19-1' E 21 24 25 26 9-2' D 21 22 24 25 5.5 4'4" A 9-1' C 10 21 23 24 7-T E 22 23 25 28 81 S' D Zt 22 23 25 6 4'-0' A 5'S' C 18 21 23 24 9-1" E 22 23 25 26 8'3• D 21 22 23 25 6.5 85' A 6'6" C 19 21 22 24 95" E 22 23 24 26 T-10" E 21 22 23 24 7 3'S' A 61-2" C 19 21 22 23 8'3' E 22 23 24 25 TS E 22 22 23 24 7.6 T -r A 4'-11" C 19 20 22 23 T-11" E 23 23 24 25 T3" E 22 22 23 24 8 8-0' A 4'6" D 19 20 22 23 T-7" E 23 23 24 25 T-0' E 22 22 23 24 8.5 7-10" A 4'S' D 19 20 22 23 1 T3" E 23 23 24 25 1 9-9' E 22 22 22 24 975' 7-0' A 4'3" D 19 21 22 24 7'-0" E 23 23 23 25 96' E 22 22 22 24 9.6 7-W I A 1 4'-1' D 20 21 22 24 94' I E 1 23 1 23 23 26 6'3' E 23 23 23 24 40 n5 mrn 3 uroaune IVA" n A 7'-7' S 15 20 22 23 11'-7" D 17 22 24 25 19S" D 16 21 22 24 3.5 S -r A 6'-11° B 15 20 21 23 19-T D 17 22 23 24 9'-7" 0 17 21 22 23 4 4'6" A 6'3" B 15 20 21 22 9.9' E 17 21 23 24 8'-10" D 17 20 22 23 4.5 4'-0' A 5'-10" C 15 19 21 22 9'-1" E 18 21 23 24 8'4" D 17 20 21 23 5 8-7" A 514" C 15 19 20 22 8'-7- E 18 21 22 24 7'-10' E 17 20 21 22 5.5 3'3" A 5-0" C 16 19 20 21 9.1" E 18 21 22 23 7'4' E 18 20 21 22 6 8-0 ' A 4' S 0 18 19 20 21 T -r E 18 20 22 23 T4' E 18 19 21 22 6.5 75" A 4'S" D 16 18 20 21 T3" E 19 20 22 23 6'S E 18 19 21 22 7 7-7" A 4'-2" 0 16 18 20 21 9.11'HE 19 20 21 23 94' E 18 19 20 22 7.5 7S A 3'-11" D 16 18 20 21 9-T'19 20 21 22 6'-1" E 18 19 20 21 8 73" A 3'-9' D 16 19 20 21 6'3"19 20 21 22 5'-10' E 19 19 20 21 8.5 7-1" A T-7" 0 18 19 20 21 94'19 20 21 22 5'S"E 19 18 20 21 9 7-0' A 3'S D 18 19 20 22 6'-10'19 19 21 22 5'S° E 19 19 20 22 115 MPH EXPOSURE C ar 130 MPH EXPOSURE B 24 26 27 40 3 8'-1' A T-7" B 16 22 24 25 11'-7" 0 19 3.5 T -r A 6'-11" B 17 22 23 25 19.7- D 19 24 25 27 4 4'S A 6'3' B 17 21 23 24 91S" E 20 23 25 26 4.5 4.5 4'4' A 5'-10" C 17 21 23 24 9-1"E 20 23 25 % p�i0 5 8-7' A 514' C 17 21 22 24 1'-7' ■ 20 23 24 28 -PjJ. . 5.5 3'3' A 514' C 17 21 22 17 8'-1' 0 20 11 ZI 26 8 3'-0' A 4'S" D 1B 20 22 23 71•7' a 11 G� 6.5 75' A 4'S' D 18 20 22 Z7 T3' Q ��• 7 7-T A 41 D /8 20 21 2a 0'•11" 8 s (�1�,. - 7.5 7S A 3'-11" D 16 20 22 6 73' A 3'4T D 18 20 22 22 CJ" P 23 8.5 7-1' A 3'-7' D 18 20 22 22 0'-0" 8 1 21 7 4 9 74' A 3'S' D 18 21 22 24 5%10" Page 10 of 66 OCT 02 2013 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA! TABLE 2.1 0.042'X3 k8" Box Beam Deta l L1 Double 0.042"x3')(8" Detail L12 Double 0.040"X2''6.625" Detail 1-12 TABLE 2.1 0.042'k3'W" Bax Beam Detall L Double 0.042'k3"x8" Detail L12 Double 0.040"XL"x6.625" Detail L12 1 S-2" ached Single Freestanding or 26 Attached Single Freestanding or 29 Attached Freestanding or 20 Attached Single Freestanding or 27 Attached single Freestanding or 3.5 ttechad Single Freestanding or A 95" span structure Mullis an Units 23 Span structure Multis an Units 26 Structure Multispan Units 21 25 span structure Multispan Units 176 span structure Mullis an Units 20 span stn cture Muftlspan Units GROUND TRI. MAX POST MAX A 8'S• MAX POST LENGTH MAX 23 MAX POST LENGTH MAX 13'6 C MAX POST LENGTH GROUND TRIG MAX POST MAX 21 23 MAX POST LENGTH MAX 4.5 MAIC POST LENGTH 7"-11" A MAX POST LENGTH SNOW WIDTH P03T REO'. POST MIN FOOTER 6 1 19 I 12' POST MIN FOOTER 9 19 I 17 POST MIN FOOTER 9 I 19 I 12' SNOW WIDTH POST EO' POST MIN FOOTER 8' 19 I 17 POST MIN FOOTER 6 I 10' I 12' 25 11'6 6 I 19 I 17 LOAD (FT) SPACING FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POS SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) 6PACINO FOR SPACIN POS SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS 91-10" a CONSTRAINED FOOTS(PSF) 23 24 ON SLAB SLAB (FT) TYPE "d 'd 'd "d (FT) TYPE -d 'd 'd "d (FT) TYPE 'd •d' 'd 'd (PSF) 24 ON SLAB SLAB (FT) TYPE "d •d 'd 'd (FT) TYPE •d "d "d" "d 6.5 SS' "d 'd 'd(FT) 64" 8 20 21 23 24 M) (in) IMI) (W 23 23 (In) (in) M) lint 26 6.11" M lin) IbI (b 22 24 (FTI 7 7 5'-1" (in) (in) (in) (in) B 20 (in) (in) In) (in) 23 24 IM) (Inl lin) 116 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11'-10" A 10'4" A 18 24 25 27 1 S-2" B 21 26 27 29 13'-7' B 20 24 26 27 LIVE 3.5 19-7 A 95" A 19 23 25 26 14'6 B 21 25 27 28 176 a 20 24 25 27 4 4 8'-11• A 8'S• A 19 23 24 26 13'6 C 22 25 26 28 1115' B 21 23 25 26 4.5 4.5 7"-11" A 8'-1• B 19 22 24 25 17-2' C 22 24 28 27 19.11" B 21 23 25 26 5 5 7`1' A T-7' B 19 22 24 25 11'6 D 22 24 26 27 1014• C 22 23 24 26 5.5 5.5 6-5' A T-1" B 20 22 23 25 10'-10' D 23 24 26 27 91-10" C 22 23 24 25 6 6 5'-11' A e' g. B 20 22 23 25 10'4" D 23 24 25 27 9'4" D 22 22 24 25 6.5 6.5 SS' A 64" 8 20 21 23 24 9'-10• D 23 23 25 26 6.11" D 22 22 24 25 7 7 5'-1" A 61" B 20 21 23 24 9-6 D 23 23 25 26 8'-7' D 23 23 23 25 7.5 1.5 4'S" A 5'-0" B 20 21 23 24 9-1• D 24 24 25 26 8'3• D 23 23 23 25 8 8 4'S A 5'1' B 20 21 22 24 65" D 24 24 24 26 7* -11" D 23 23 23 24 8.5 8.5 4'-7 A 5'3" B 21 21 22 24 65" D 24 24 24 26 TS• D 23 23 23 24 9 9 741• A 6-0" B 21 21 22 24 9-1' D 24 24 24 25 TS D 23 23 23 24 9.5 8.5 3'S' A 4'-10" B 21 21 22 24 7'-10' E 24 24 24 25 71-2" D 24 24 24 24 10 36 A 4'4' B 21 21 23 24 r-7' E 24 24 24 25 6-11" D 24 24 24 24 11 1 T-7 I A 1 4'4' 1 B 1 21 21 23 24 T-1" E 25 25 25 25 6.7' D 24 29 1 24 1 24 115 MPH EXPOSURE B 25 3 9-r A 101-1" 8 16 22 23 24 14'-10' D 18 23 25 26 13'3' B 18 22 23 25 27 3.5 8'-7 A 94• B 16 21 23 24 1315" D 19 23 24 26 12'3" C 18 22 23 24 26 4 T-7 A 8'S" B 17 21 22 23 175• D 19 23 24 25 111S D 19 21 23 24 26 4.5 64' A 71-10" B 17 21 22 23 11'-10• D 19 22 24 25 10'5' D 19 21 22 24 26 5 S6 A 7-4• B 17 20 22 23 11'-2" D 20 22 23 25 19-1' D 18 21 22 23 26 5.5 S-7 A 6-11" B 17 20 21 23 19-7* D 20 22 23 24 9-T D 19 21 22 23 25 6 4'S" A 65" B 17 20 21 22 19.1• E 20 22 23 24 9'-1" D 20 20 22 23 25 6.5 4'S" A 64" C 19 20 21 22 9-7' E 20 21 23 24 66 D 20 20 22 23 25 7 V-1" A 5.10' C 18 19 21 22 9'-7 E 21 21 23 24 8'4' D 20 20 21 23 25 7.5 T-10" A V-7' C 18 19 21 22 8'-10' E 21 21 22 24 9-0' E 20 20 21 22 24 8 3'.r A 5'4• C 18 19 20 22 6S' E 21 21 22 23 7'-9" E 20 20 21 22 24 8.5 14' A 5'4" C 16 19 20 21 9-2" E 21 21 22 23 TS E 20 20 21 22 24 9 T-7 A 4'-19' C 18 18 20 22 T-10" E 21 21 22 23 r-7 E 21 21 21 ZZ 24 9.5 T -V 1 A 1 4'S" 1 D 1 18 1 19 1 21 1 22 r -T E 21 21 22 23 r4• E 21 21 21 22 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 25 3 9-7" A 19.1' B 18 24 25 28 14'-10" D 20 26 27 29 13'3' B 20 24 25 27 3.5 3.5 6-2' A Ir -2"23 C 14 23 25 26 1315 ' D 21 25 27 28 12' 3" C 20 24 25 26 4 4 r - 21A A 8'S' B 19 23 24 26 1r -w 0 21 25 26 28 1115 0 21 23 25 26 4.5 4.5 64' A r-10' B 19 22 24 25 11'-10" 0 22 24 26 27 1016 D 21 23 24 26 S". 5 516 A r4' B 19 22 24 25 11'-7 D 22 24 26 27 19-1" D 21 23 24 26 5.5 5.5 5-r A 6'-11" B 19 22 23 25 19-7' D 22 24 25 27 9-7" 0 22 22 24 25 6 6 4'S A 65" B 20 22 23 24 10'-1" E 23 24 25 26 9'-1• D 22 22 24 25 6.5 6.5 4'S" A 6-7 C 20 21 23 24 9-7" E 23 23 25 26 65" D 22 22 23 25 7 7 4'-1" A 5'-10" C 20 21 23 24 9-2" E 23 23 25 26 8'4" D 22 22 23 25 7.6 T-19' A 5'-7' C 20 21 22 24 V-101 E 23 23 24 28 6-0" E 23 23 23 24 8 3'-7" A S4" C 20 21 22 24 81S• E 24 24 24 26 7'49' E 23 23 23 24 6.5 14' A 51-1" C 20 21 22 23 81-r E 24 24 24 25 TS E 23 23 23 24 9 3'-7 A 4'-10• C 20 21 22 24 7*40• E 24 24 24 25 7'-r E 23 23 23 24 9.5 T-0" A 4'S" D 20 21 22 24 T-7" E 24 24 24 25 r-0' E 23 23 23 24 10 7.10' A 4'6 D 21 21 23 24 714' E 24 24 24 25 6-0' E 24 24 24 24 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. 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 21 115 MPH EXPOSURE B 60 3 4'-1• A 5'-10' C 13 19 21 22 9-2" E 16 21 23 24 814' 0 15 20 21 23 3.5 3.5 36 A 5'3' C 14 19 20 22 64" E 16 21 22 23 T-7" E 15 20 21 22 4 4 T-0" A 4'-9" D 14 19 20 21 7'6 E 16 20 22 23 T-1' E 16 t9 21 22 4.5 4.5 7S' A 4'4' D 14 18 20 21 T-1' E 16 20 21 23 8'-7" E 18 19 20 22 S". 5 7S' A 4'-0• D 14 18 19 21 6'-7' E 17 20 21 22 8'-2' E 16 19 20 21 5.5 5.5 7-20 A 3'S" 0 14 16 19 20 6.7 E 17 20 21 22 5'S E 16 19 20 21 6 6 76 A 3'S" D 14 18 19 20 5'-10' F 17 19 21 22 SS" E 18 18 20 21 6.5 6.5 1'-10" A 3'-2' D 14 18 19 21 65" F 17 19 21 22 5'-7 E 17 18 20 21 7 7 V-9" A 3'6 D 14 18 20 21 5'3• F 17 18 20 22 4'-11' E 11 18 20 21 7.5 1'-T A 7-10" D 14 10 20 21 S'-0' F 17 19 20 21 V -r F 17 18 20 21 8 V-6' A 75' D 14 19 20 21 4'-9' F 17 19 20 21 4'6 F 17 19 20 21 8.5 1'6 A 76 0 14 19 20 21 416 F 17 19 20 21 414" F 17 19 20 21 60 " 8"... W-1' V•`c A 5 10' ", C ".... 15 V 21 y 23 24 0'-7 E 17 23 25 26 4 8'" 0 17 22 23 25 5' 3.5 3'6A S' 5'3" C 15 21 22 24 8'4• E 18 23 24 25 7'-T E 17 21 23 24 6 4 3'-0" A 4'6 D 15 20 22 23 71S" E 18 22 24 25 T-1' E 18 21 23 24 T 4.5 76 A 4'4' D 18 20 21 23 T-1' E 18 22 23 25 8'-7' E 18 21 72 24 S". A 4'-0" 0 18 20 21 23 8'-r E 18 22 23 24 6-7 E 18 21 22 23 5.5 7-7 A T-8' D 18 18 21 22 6-7' E 19 21 23 24 5' -0" E 18 20 22 23 6 74' A 3'S' D 16 19 21 22 TAW F 19 21 23 24 516 E 19 20 22 23 6.5 1'-10" A T-7 D 16 20 21 22 616 F 19 21 22 24 S-7 E 19 20 21 23 7 1 1'S' A I T -W I D 1 16 1 20 1 21 1 23 5'3" I F 1 19 1 21 1 22 1 24 1 4'-11" 1 E 1 19 1 20 1 21 1 23 OVER- HANG Post Description Max POST Detail Hgt Cade TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' B L1 FT 8' 9 19 11' 17 13' 14' 15' 16 1T 16 19' 29 21' 22- 0.. 4' 4.5 5' S.6 6 6.5' r 7.5' S' 8.6 S' 9.6 19 10.5 11' 1' 4.5' S S.S 6 e.6' T 7.9 9 8.5' 9 9.6 10' 10.5' 11' 11.6 7 S S.S 6 6.6 r 7.5' S' 8.61 9 9.17 19 10.5' 11' 11.5 17 7 5.5' 6' e5 r 7.5' 8' 8.5' 9 9.6' 10' 10.5' 11' 11.5' 17 12.5 V 6 6.51 T 7.5' 8' 8.5' 9' 9.5' 19 10.5' 11' 11.5' 17 12.5 13' 5' 8.51 T 79 8' 8.5' 9 9.9 19 10.5 11' 11.5' 12' 12.5' 17 13.5' TABLE 2.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Cade 0.042"x3'k8" Aluminum Post 10' B L1 0.024'ffffPostwith Side lat 11' B L24 Clover 0.039'A3"IC3'Aum 11' C L71 Clover 0.040'SO AW Alum 11' D L11 Colonial 0.062" Extruded 17 E AE 0.041"A3"x3"Steel Clover 11' F 711 0.041'k3W' Steel Clover 8' G L11 3/16"x3"x3" Steel Square 15' H L21 3/16'x3"x3" Steel S uare 12' 1 L21 3/16"x4914" Steel Square 15-1 J L21 3/16x5915" Steel Square 161 K L21 TABLE 2.4 Post Requirements for Freestanding Structures or Multispan Attached Stru urea Post Description Maximum Footing Max Height OST Code 11 #� 0.041"x3''3" Steel Clover d= 20" 9' I 6 1 0.041')aW Steel Clover d= 21" 8' B L 3/16' 5Z' Steel Square d= 30" 17 L21 3/16"x3""3" Steel Square d= 32" 8' F L21 3/16"x3"x3" Steel Square d= 35" 15' F 1-21 3/16'5053" Steel Square d= 37" 12' E L21 3/16'�c4"x4" Steel Square d= 41" 15' G L21 3/16'k5'k5" Steel Square d= 46" 15' I L21 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (1-1-129). 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 THEN 3441 Ivyilnk Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnaml7a comcast.nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MiSc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 11 of 66 SEP 28 2015 OCT 02 2013 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WINO ARFA! 10 16 Ga 3"x8" Steel C Beam Detail L18 l L78 12 Ga 3'X8" Stee C BIMAXPOST Double 12 Ga 3"x8" Steel C Detail L8 16 Ga 3'x8" Steel C Beam Detail L18 12 Ga 3'x8" Steel C Beam Detail L18 Double 12 Ga 3"xe" Steel C Detail L8 TABLE 2.5 Attached Single Freestanding or ttached Single ng or 30-1" Attached Freestanding or TABLE 2.5 nc`hed single Freestanding or [Attached single Freestanding or ached Single Freestanding or 31 Span structure Multis an Units sen Struaura nits 35'5" Structure Multis an Units span Structure Multis an Units span structure Multis an Units span structure Multispan Units GROUND TRIO MAX POST MAX MAX POST LENGTH MAX LENGTH MAX MAX POST LENGTH GROUND TRIG MAX POS MA% MAX POST LENGTH MAX MAXPOST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST RED'D POST MIN FOOTER 6 I 17 I 15' POST MIN FOOTER I 16' POST MIN FOOTER 8' I 12' I 15' SNOW WIDTH POST ED' POST MIN FOOTER 6 I 17 I 15' POST MIN FOOTER a' ' 17 I IS' POST MIN FOOTER S' I 17 I 15`LOAD (FT) SPACING FOR SPACI POST SIZE CONSTRAINED FOOTS SPACIN POS SIZE D FOOTS SPACING POS 91ZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACIN POSSIZE CONSTRANEDFOOTS SPACI POST SIZE CONSTRAINED FOOTS SPACING OS SIZE CONSTRAINED FOOTS(PSF) ON SLAB SLAB (FT) TYPE "d' -,r "d• 'd (FT) TYPE 'd' ' •d" (FT) TWE 'd' "d" •d" "d• (PSF) ON SLAB SLAB (FT) TYPE •'r'd" "'d'(FT) TYPE "B' 'd' 'd 'd' (FT)(FT) 18'-11" (m) M in) (in) in ) In) 25 b) (N) M (in ( (In) in) h) lin (in) (In) I (In) (in) (InI b (in) In 10 11a mrn --t A 20-1" C 27 27 30 30-1" E 31 31 33 29 35'5" E 32 32 10 5 13'-7" A 20'-1" C 24 25 28 30'-1" E 21 27 31 35'-6" E 29 29 32 LIVE 5.5 174" A 18'-11" C 24 25 28 29-2' E 28 28 30 34'-10' E 30 30 32 34'-1" 6 11'4" A 17-10' D 24 24 27 28'4" E 28 28 30 34'-1'F 2T-7" 30 3D 31 33 6.5 105'A F 16'-11" D 25 25 27 2T-7' E 28 29 30 33'4" F 31 31 31 33 7 9'S" A 16'-1" D 25 25 27 26'6 E 29 29 30 37-V F 31 31 31 25'5" 7.5 9.1' A 1514" D 25 25 26 25'5' E 30 30 30 32' 2' F 32 32 32 28 8 816 A 14'5" D 25 25 28 245 F 30 30 30 31'-T F 32 32 32 D 8.6 6-0• A 14'-0" 0 25 25 26 23'5' F 30 30 30 31'-1" F 33 33 33 A 9 76 A 13'5" 0 26 25 26 27-10' F 30 30 30 30-7" F 33 33 33 9.6 9.5 T-7 A 13'-0' D 26 26 26 27-7 F 31 31 31 30-7 F 34 34 34 F 10 65" A 175" D 26 26 26 21'6 F 31 31 31 295' F 34 34 34 39 10.5 61S' A 17-1" D 26 26 26 20-10' F 31 31 31 29'4• F 35 35 35 F 11 6-2" A 11'•7" D 26 28 2e 203" F 31 31 31 28'-11" F 35 35 35 Y-7 11,5 6-11' A IVA" D 26 26 28 1915" F 31 31 31 265' F 35 35 35 35 12 51S' A 10-7" D 26 26 26 103' F 31 31 31 28'-2" F 36 38 36 F 13 6'-2' A 9-10" D 28 28 28 18'4' F 32 32 32 2T -T' F 36 38 38 29 14 4'-10' A 9-1' D 28 28 28 ITS• F 32 32 32 26'-11" F 37 37 37 28 16 4'S A 8'4" D 26 26 28 166 F 32 32 32 26'3' G 38 38 38 8'S' 176 MPH EXPOSURE C or 130 MPH EXPOSURE B 38 36 36 34 263• G 42 42 42 A 4'6 D 10 5 13'-T' A 20-1" C 27 27 30 30-1" E 31 31 33 29 35'5" E 32 32 35 31 LIVE 5.5 174" A 18'-11" C 27 27 30 29-2" E 31 31 33 25 34'-10' E 33 33 34 28 30 6 114' A 1T-10• D 27 27 30 28'4• E 32 32 33 25 34'-1" F 34 34 34 28 28 6.5 105' A 16'-11" D 28 28 29 2T-7" E 33 33 33 F 335" F 35 35 35 F 29 7 9'S" A 16'-1• D 28 28 29 26'5" E 33 33 33 16'-0• 37-9" F 35 35 35 28'-11' F 7.5 9-1" A 15`4' D 28 28 29 25'5" E 33 33 33 25 37.7 F 36 38 36 29 26'3" 8 8'6 A 14'-8" D 28 28 28 2P6 F 34 34 34 23 31'-T F 36 36 36 27 29 8.6 8'-0' A 14'-W D 28 28 28 23'S" F 34 34 34 21 31'-i" F 37 37 37 26 27 9 7'S" A IT -W D 29 29 28 27-10' F 34 34 34 21 30-T F 38 38 38 27 27 9.6 T-2' q 13'-0' D 29 29 29 27-7 F 34 34 34 D 30'-7 F 38 38 38 F 27 10 6'6 A 175" D 29 29 29 21'5' F 35 35 36 61S' 296 F 39 39 39 14'4' F 10.5 11.1 A 12'-1" 0 29 29 29 20-10' F 35 35 35 A 204• F 39 39 39 24 13-1 D' 11 6-r A 11'-7' D 29 29 29 203' F 35 35 35 Y-7 28'-11' F 39 39 39 22 24 11.5 5'-11' A 11'-I" D 29 29 29 10-9" F 35 35 36 11.5 285' F 40 40 40 21 22 12 6'S" A 10-7• D 29 29 29 193" F 35 35 35 29-T F 40 40 40 21 21 13 5'-7 A 9-10' D 29 29 29 18.4" F 36 36 36 33 2T -T' F 41 41 41 0 21 14 4'-10' A 9'-1' D 28 2g 29 1T5• F 38 38 36 34 28'-11' F d2 42 42 4'-10' D 15 4'S A 8'S' D 28 29 28 16'5' F 38 36 36 34 263• G 42 42 42 A 20 6T-1" trrvaunt 4'-10" A 17-11" D 21 23 25 27 2T-1' F 25 26 29 30 30.1• F 27 27 31 32 LIVE 5.5 61" A 17.1' D 21 22 25 27 20-70' F 25 25 28 30 29'-7 F 28 28 30 32 8'3' 6 5'-11" A it' -1" D 21 22 25 26 195" F 25 25 28 30 264" F 28 28 30 32 T -T 6.5 5`S' A 103" D 21 22 24 26 18'-10" F 25 25 28 29 2T-7" F 29 29 30 32 64' 7 V-1' A 9-7" 0 21 21 24 28 16'-0• F 28 26 27 28 28'-11' F 29 29 30 32 65• 7.5 4'S' A 8'-11' D 21 21 24 25 173• F 26 26 27 29 26'3" F 30 30 30 32 5'-2* 8 4'4" A 8'4" D 21 21 23 25 1615" F 26 26 27 29 251-9' G 30 30 30 31 6.5 4'-2' A 7'-11" D 21 21 23 25 15'-11" F 26 26 27 28 25'3" G 31 31 31 31 29 9 3'-11' A TS' D 21 21 23 25 15'4' F 27 27 27 28 24'-9" G 31 31 31 31 28 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 27 10 34" A 61S' 0 21 21 23 24 14'4' F 27 27 27 28 23.11" G 32 32 32 32 27 10.5 34' A 6.6" D 21 21 22 24 13-1 D' F 27 27 27 28 23'S" G 32 32 32 32 20 11 Y-7 A 6`4" 0 21 21 22 24 13S' F 27 27 27 27 23'-T G 33 33 33 33 27 11.5 3'-1" A T-10" D 21 21 22 24 13'-1" F 27 27 27 27 22'5' G 33 33 33 33 12 7-11" A 5'-T D 21 21 23 24 175" F 27 27 27 27 27-3" G 33 33 33 33 13 76 A 6'-21 0 21 21 23 25 126 F 28 28 28 28 21'1" G 34 34 34 34 14 76 A 4'-10' D 21 21 23 25 11'5" F 28 28 28 28 201" G 34 34 34 34 15 74' A 4'6 D 21 21 24 25 10.11' F 28 28 28 29 20-0" G 34 34 34 34 30 na mrn 5 trrvaunt 4'-10" n A 105• E 19 22 25 26 19'4' F 24 25 28 29 T8'3" F Z6 27 30 31 9S' 5.5 4'4' A 9-0' E 19 21 24 26 18'-2" F 24 25 27 29 25'S G 27 27 29 31 8'3' 6 4'4" A 8'-11" E 19 21 24 25 1T-3' F 24 24 27 29 24'5" G 27 27 29 31 T -T 6,5 35' A 8'3' E 19 21 23 25 16'5" F 24 24 27 29 24'-0" G 28 28 29 31 64' 7 3'-5" A 711" E 19 20 23 25 1515' F 25 26 27 28 2Y-6" G 28 28 29 31 65• 7.5 T-7 A 7--2' E 19 20 23 24 14'-11" F 25 25 26 28 27-11' G 29 29 29 31 5'-2* 8 36 A 6-0" E 19 20 23 24 14'4" F 25 25 26 28 275" G 29 29 29 30 8.5 T-10' A 64' E 19 20 22 24 13'-9" F 25 25 26 28 22'-0' G 29 29 20 30 29 9 75" A 6-0" E 19 19 22 24L33. 133' F 25 25 2B 27 21'-7' G 30 30 30 30 28 9.5 74" A 5`S" E 19 19 22 24F 12'-9" F 25 25 25 27 21'•730 G 34 34 30 3010 27 10 7S" A 5'S E 19 19 22 24F 174" F 28 28 28 27 20-10" G 30 30 30 30 27 10.5 73' A 5'-2" E IB 20 22 24 11'-11" F 28 26 28 27 205' G 31 31 31 31 20 11 2'-7 A 4'41• E 19 20 22 24 11'-T' F 26 26 26 27 20.7 O 31 31 31 31 27 11.5 7-1' A 4'S' E 19 20 22 24 11'3' F 26 26 28 26 19'-10" G 31 31 1 31 1 31 115 MPH EXPOSURE C or 130 MPH EXPOSURE R 30 5 4'-10' A 1015• E 22 24 27 29 19'4• F 26 27 30 32 28'3' F 29 29 32 34 9S' 5.5 4'4' A 95• E 22 23 26 28 18'-7 F 27 27 30 32 255 G 30 30 32 34 8'3' 6 4'-0' A 8'-11" E 22 23 26 28 17'3' F 27 27 29 31 24.5" G 31 31 32 34 T -T 6.5 3'S' A 8.3" E 22 23 25 27 1615" F 27 27 29 31 24'6 G 31 31 32 34 64' 7 3'S" A 715• E 22 22 25 27 1514- F 28 28 29 31 23'4' G 32 32 32 34 65• 7.5 3'-7 A T-2' E 22 22 25 27 14'-11' F 28 28 29 31 27-11' G 32 32 32 33 5'-2* 8 3-0' A 6'6" E 22 22 25 26 14'4' F 28 28 28 30 275' G 33 33 33 33 8.5 2'-10' A 9'4' E 22 22 24 26 13'-9" F 28 28 28 30 27-0' G 33 33 33 33 29 9 75' A 8'-0" E 22 22 24 28 133' F 28 28 28 30 21'-7- G 33 33 33 33 28 9.5 76 A 5'S" E 22 22 24 26 12'-9" F 29 29 29 30 21'-7 G 34 34 34 34 27 10 75" A 514" E 22 22 24 28 174" F 29 29 29 29 20-10" G 34 34 34 34 27 10.5 73' A 5'-T E 22 22 24 28 11'-11" F 29 29 29 29 205' G 35 35 35 35 20 11 7-T A 4'-11• E 22 22 24 28 11'-T' F 29 29 29 29 20-2" G 35 35 35 35 27 11.5 7-1• A 4'6 E 22 22 25 28 11'3' f 29 29 28 29 19'-10' G 35 35 35 35 30- 30 20 MPH EAP05URE e 24 25 28 30 263" F 27 5 4'-10" A 104" E 20 22 25 27 19'4" F 5.6 4'4" A 9S' E 20 22 25 26 18'•7 F 6 4'4D' A e'-11' E 20 22 24 26 1T3" F 6.6 36 A 8'3' E 20 21 24 26 1615" F 7 31' A 7'S" E 20 21 24 25 155' F 7.5 3.7 A T -T E 20 21 23 25 14'-/1" F 8 3-0' A 6'-9' E 20 20 23 25 14'4" F 8.5 2'•10" A 64' E 20 20 23 24 28 211.7 9Z-81 31 A 6'-0" E 20 20 23 24 133' F 9.5 76 A 65• E 20 20 22 24 G 32 10 2'S" A 5`5" E 20 20 22 24 174' F 10.5 Y3' A 5'-2* E 20 20 23 24 11 1 7-2- I A 4'-11" E 1 20 1 20 1 23 1 25 11'•7' F 20 MPH EXPOSURE C or 140 MPH EXPOSURE 8 5 4'•10' A 10'5" E 22 24 27 29 194" F 5.5 4'4' A 95" E 22 24 27 29 18'-7' F 6 4'-0• A 6-11' E 22 23 26 28 173' F 6.5 36 A 813" E 22 23 26 28 16'S" F 7 31' A 7'S" E 22 23 28 26 1615' F 7.5 7-2' A T-2' E 22 22 25 27 14'•11" P 831-W A 6'S' E 22 22 25 27 14'-4' F 8.7-10' 5 A 64' E 22 22 25 27 1347" P 9 76 A 6d E 22 22 25 25 13'4' F 9.5 74" A 5`S' E 22 22 24 20 121A' 1 1 F 10 7S" A 6S" E 22 22 24 25 124" 10.5 7-3" A 5'-2" E 22 22 25 27 11'•11" 11 7.7 A 4'-11" E 22 22 25 27 11'"7" ICC ESR1398 (2012 IBC) 9/29/2013 Page 12 of 66 SEF 28 2015 OCT 02 2013 24 25 28 30 263" F 27 27 30 32 25 25 28 30 2515 G 27 27 30 32 25 25 28 29 245' G 28 28 30 32 25 25 27 29 24'40' G 28 28 30 32 25 25 27 29 235' G 29 29 30 31 26 26 27 29 27-11' G 29 29 29 31 26 26 27 28 275' G 30 30 30 31 26 26 26 28 27-0' G 30 30 30 31 26 26 26 28 21'-T G 31 31 31 31 26 26 26 28 211.7 G 31 31 31 31 26 26 26 28 20-10' G 31 31 31 31 26 28 26 27 205' G 32 32 32 32 27 1 27 27 27 20-7- I G 1 32 1 32 1 32 1 32 27 28 31 33 28 28 30 32 FE.SSIp 26 28 30 32 4R� 28 28 30 32 �U 28 28 30 31 G 29 24 29 31 � 29 . .2 c1 ICC ESR1398 (2012 IBC) 9/29/2013 Page 12 of 66 SEF 28 2015 OCT 02 2013 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND AREA; TABLE 2.5 16 Ga 3"xB" Steel C Beam Detail L18 12 Ga 3'X8" Steel C Beam Detail L78 Double 12 Ga 3"x8" Steel C Detail LS TABLE 2.5 16 Ga 31X8" Steel C Beam Detail 1-18) 12 Ga 3"x8" Steel C Beam Detail 1-18 Double 12 Ga 3"x8" Steel C Data L8 28 ched Single Freestanding or 24 tteched Single Freestanding or 31 Attached Freestanding or F hed single Freestanding or 33 Attached single Freestanding or 5.5 Attached Single Freestanding or 17-1• D span structure Mullis an Units 27 span structure Multis an Units F Structure Muftis an Units 31 33 Ispan structure Mullis an Units 31 span structure Mullis an Units 35 Span structure Multis an Units GROUND TRIO MAX POST MAXLFOO:TER 24 27 MAX POST LENGTH MAX F 28 MAX POST LENGTH MAX 32 28'4" MAX POST LENGTH GROUND TRIG MAX POS MAX 8.5 5'6' MAX POST LENGTH MAX D 23 MAX POST LENGTH MAX 28 18'-10" MAX POST LENGTH SNOW WIDTH POST REO'D POST M 33 6 I 17 I 15' POST MIN FOOTER e' I 17 I 15' POST MIN FOOTER S.I 17 I 15' SNOW WIDTH POST EO' POST MIN FOOTER 6 I 12 I 15' POST MIN FOOTER 6 I 17 I 15' POST MIN FOOTER 0 I 17 I 15' LOAD (FT) SPACING I FOR I SPACIN PCONSTRAINED 23 FOOTS SPACIN POS SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING OS SIZE CONSTRAINED FOOTS(PSF) 18'5 F ON $LAS SLAB (FT) T 26'4' •d' 'd' •d' (FT) TYPE •d' 'd 'd' "d' (FT) TYPE 'd" "d' "d' "d' (PSF) 0 ON SLAB SLAB (FT) TYPE 'd' "d "d' 'd" (FT) TYPE •S 'd" "d' "d' (FT) P 'd' 'd' "d" '8(FT) 35 35 9 9 T-11" A TS" tint M) I1n1 23 23 (In) (in) fin) (In) 15'4" F fin) (in) Iln) (N) 30 31 1FT) G 35 35 (In) (In) (in) (in) 9.5 9.5 (in) (in) (h) (In) T-1" D Un) (tn) tin) (In) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 5 7-1" A 17-11' O 23 25 28 30 27-1"F 24 28 28 31 33 30'-1' F 31 31 33 35 LIVE 5.5 65• A 17-1• D 23 24 27 29 20'-1D" F 28 28 31 33 29'-7 F 31 31 33 35 6 6 6-11" A 11'-1" D 23 24 27 29 tOS F 28 28 30 32 28'4" F 32 32 33 35 8.5 8.5 5'6' A 1015" D 23 24 27 28 18'-10" F 29 29 30 32 27'-7" F 33 33 33 35 7 7 5'-1" A 0-7" D 23 23 26 28 18'-0" F 29 29 30 32 26'-11' F 33 33 33 35 7.5 7.5 4'9" A 8'-11" D 23 23 26 28 1T3• F 29 29 29 31 26'3" F 34 34 34 34 8 8 4'S A 64" 0 23 23 26 27 18'5 F 29 29 29 31 26'4' G 34 34 34 34 8.5 8.5 4'2' A 7'-11, 0 23 23 25 27 15'-11" F 30 30 30 31 25'3" G 35 35 35 35 9 9 T-11" A TS" D 23 23 25 27 15'4" F 30 30 30 31 24'9' G 35 35 35 35 9.5 9.5 3'9' A T-1" D 23 23 25 27 14'-10' F 30 30 30 30 244' G 35 35 35 35 10 10 3'6' A 61S D 23 23 25 26 14'4" F 30 30 30 30 23'-11' G 36 36 36 36 10.5 10.5 3'4' A 6S 0 23 23 24 26 13'-10" F 30 30 30 30 276' G 36 36 38 36 11 11 3'-7 A 8'-1" 0 23 23 24 26 13'5" F 31 31 31 31 23-7 G 37 37 37 37 11.5 11.5 3'-1" A 5'-10" D 24 24 25 26 13'-1' F 31 31 31 31 276" G 37 37 37 37 12 7-11" A T-7' 0 24 24 25 27 175" F 31 31 31 31 273" G 37 37 37 37 GENERAL 13 74r I A 1 5'-2" 1 D 1 24 1 24 1 25 1 27 11 17-0' 1 F 1 31 1 31 1 31 1 31 11 21'5 1 O 1 38 1 38 1 38 1 38 115 MPH EXPOSURE B 25 5519' 5 A 175 E 20 23 25 27 21'5" F 24 25 28 30 2T-10" F 27 27 30 32 35 5.5 51-7 A 11'-7' E 21 22 25 27 20'3" F 25 25 28 30 275 F 27 27 30 32 35 6 4'9' A 10'-7- E 21 22 25 28 1913" F 25 25 28 29 263' F 28 28 30 31 34 8.5 4'4" A 9'-10" E 21 21 24 26 18'4' F 25 25 27 29 25'B" G 28 28 29 31 34 7 4'-1' A 04" E 21 21 24 25 ITS F 25 25 27 29 24'-11• G 29 29 29 31 34 7.5 3'-10• A 66" E 21 21 23 25 16'-9' F 26 26 27 29 24'4' G 29 29 29 31 34 8 1-7" A 6-0' E 21 21 23 25 16'-1" F 26 26 27 26 23'-10" G 30 30 30 31 34 8.5 3'4' A TG E 21 21 23 25 15'5' F 28 26 26 28 234" G 30 30 30 31 34 9 3'-7 A T-1" E 21 21 23. 24 14'-10' F 26 26 26 28 27.11' G 30 30 30 31 34 9.5 3'-0" A 64" E 21 21 23 24 14'-4' F 28 28 28 28 275 G 31 31 31 31 35 10 2'-1D" A 65" E 21 21 22 24 13'-11' F 27 27 27 28 27-1" G 31 31 31 31 35 10.5 74" A 6-1" E 2/ 21 22 24 13.S F 27 27 27 27 21'4" G 31 31 31 31 35 11 7-7- A 6.10' E 21 21 22 24 13'4" F 27 27 27 27 21'5 G 32 32 32 32 38 11.5 76" A 6'-7' E 21 21 22 24 17.8" F 27 27 27 27 21'-1' G 32 32 32 32 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 25 5 69' A 175 E 23 25 28 29 21'6" F 27 28 31 33 2T-10" F 30 30 33 35 5.5 5.5 6-7 A 11'-7" E 23 24 27 29 203" F 28 28 31 32 27'-0• F 31 31 33 35 6 6 4'49• A 10-7' E 23 24 27 29 103" F 28 28 30 32 28'3" F 31 31 32 34 6.5 6.5 4'S• A 9'-10' E 23 23 26 28 18'4" F 28 28 30 32 25'-6' G 32 32 32 34 7 7 4'-1" A 9'-1' E 23 23 26 28 17'5 F 29 29 30 31 24-11' G 32 32 32 34 7.5 7.5 TAY* A 8'4' E 23 23 26 27 169" F 29 29 29 31 244' G 33 33 33 34 8 8 3'-7" A 6-0" E 23 23 25 27 10-1" F 29 29 29 31 23'-10" G 33 33 33 34 8.5 8.5 3'1" A T6" E 23 23 25 27 165" F 29 29 29 31 23'4' G 34 34 34 34 8 9 3'-7 A T-1' E 23 23 25 27 14'-10' F 30 30 30 30 27-11" G 34 34 34 34 9.5 7.0' A 69' E 23 23 25 26 14'4" F 30 30 30 30 22'S G 35 35 35 35 10 7-10" A 65" E 23 23 24 26 13.11' F 30 30 30 30 27-1" G 35 35 35 35 10.5 74" A 6-1" E 23 23 24 26 13'5" F 30 30 30 30 21'6" G 35 35 35 35 11 2-7' A 6-10• E 23 23 24 26 13'-0' F 30 30 30 30 21'5 G 36 36 38 38 11.5 2'S A 6-7' E 23 23 25 26 174" F 30 30 30 30 21'.1" G 36 36 36 36 12 24' A 6'4• E 23 23 25 27 174" F 31 31 31 31 20-10' G 36 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 2.2 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 2.5 115 MPH EXPOSURE 8 40 5 T -T' A 8'-7 E 18 21 23 25 16'-3' F 22 24 27 28 23'-10' G 25 26 29 31 5.5 5.5 3'3' A T. E 18 20 23 25 1513" F 22 24 26 28 23'-1' G 26 28 29 31 6 6 3'-0' A 6'-9' E 18 20 23 24 14'5' F 23 23 28 28 275' G 26 26 29 30 6.5 6.5 74' A 63' E 18 20 22 24 13'5 F 23 23 25 27 21'-10' G 27 27 28 30 7 7 7.7' A 6.10• E 18 19 22 24 13'-0" F 23 23 26 27 21'3" G 27 27 28 30 7.5 7.5 75' A 65" E 18 is 22 23 12'S F 23 23 25 27 20-10' G 28 28 28 30 8 8 73" A 5'-1' E 18 19 21 23 11'-11" F 23 23 25 27 20'4' G 28 28 28 30 8.5 8.5 7-1' A 4'-10" E ie 19 21 23 1115" F 24 24 25 27 18'-11' G 28 28 26 30 8 9 7-0" A 4'S E 18 19 22 23 11'-0' F 24 24 25 26 16-7" H 29 29 29 30 9.5 1'-11' A 4'4" E 18 18 22 23 10'-r F 24 24 24 28 1813" H 29 29 29 29 10 1'4" A 4'-1' E 18 19 22 24 10-7 F 24 24 24 26 16-11" H 29 29 29 29 10.5 1'6• A T-11" E 18 20 22 24 0.10' F 24 24 24 26 18'-r H 30 30 30 30 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 40 5 3'-7' A 8'-2" E 20 23 25 27 18'3' F 25 28 29 31 23'-10' G 28 28 32 34 5' 5.5 3'3" A T4' E 20 22 25 27 1613" F 25 26 29 31 23'-1' G 29 29 31 33 6 6 3'4• A 814" E 20 22 25 26 14'S F 26 2B 28 30 275" G 30 30 31 33 T 6.5 7-9" A 63" E 20 21 24 26 1T -r F 26 28 28 30 21'-10'G 13' 30 30 31 33 7 7-7' A T-10• E 20 21 24 26 13'-0• F 26 26 28 30 21'3" G 31 31 31 33 7.5 7S' A 65" E 20 21 24 25 175 F 28 28 28 29 20-10" G 31 31 31 33 8 73" A 5'-1" E 20 21 23 25 11'-11' F 26 26 27 29 20'4" G 32 32 32 33 8.5 7-1' A 4'-10" E 20 20 23 25 1115" F 27 27 27 28 19'-11' G 32 32 32 32 8 I 74• I A I 4'S I E 1 20 1 21 1 24 1 25 11 It' -W I F 1 27 1 27 1 27 1 29 1 19'4' 1 H 1 32 1 32 1 32 1 32 OVER- HANG Post Description Max POST Detail Hgt Code TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' B L1 FT 6 0 10 11' 17 13' 14' 15, 16' 17' 18' 10 20 21' 27 0 4' 4.6' 5' S.6 6 8.5' 7' 7.6 8' 8.5 9' 9.5' 10 10.5' 11' 1' 4.6 6 5.5' 6' 6.6 7' 7.5' e' 8.5' 9' 9.6' 10 10.5' 11' 11.6 7 5' 5.6 6 6.5' T 7.5' 6 8.5' 9' 9.5' 10 10.6 11' 11.6 17 3' 6.6 6' 6.5' T 7.6 8' 8.5' 9' 8.6 10 10.6 11' 11.6 17 12.6 4' 6' 6.6 T 7.5' 8' 8.6' 6 9.5' 10' 10.5' 11' 11.6 17 12.5' 17 6 6.6' T 7.6 6 8.5' IF 9.5' 10 10.6 11' 11.5' 17 12.5' 13' 13.6 TABLE 2.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code 0.042")a'x8" Aluminum Post 10' B L1 0.024"x3'7Cd"PostwithSide lat 11' B L24 Clover 0.03(75a 3" Alum 11' C L11 Clover 0.040'X3'Sc3"Alum 11' D 1-11 Colonial 0.062" Extruded 12' E AE 0.041"x3"x i" Steel Clover 11' F L71 0.041'X3'!xY Steel Clover 8' G 111 3/16"ffff Steel Square 15' H L21 3/16"x3' x3" Steel Square 17 I L21 3116"x4"x4" Steel Square 15' J L21 3/16-xS'AS" Steel Square 15' K L21 TABLE 2.4 Post Requirements for Freestanding Structures or Itispan Attached Stru urea Post Description Maximum Footing IMax Heigh POST Code d all 0.041"x3'x7 Steel Clover d= 20" 9' B 1 0.041'X3"x3" Steel Clover d= 21" 8' B L 1 3/16'X3"x3" Steel Square d= 30" 17 L21 3/16'X3"x3" Steel Square d= 32" 8' F L21 3/16'XxWxW Steel Square d= 35" 15' F L21 3/16"x3"x3" Steel Square d= 3T' 17 E L21 3/16'X4"x4" Steel Square d= 41" 1 16 G L21 3/16'X5"x5" Steel Square d= 46" 1 15' 1 121 B. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # 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. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEA 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam(rDcomcast.nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 13 of 66 SEP 28 2015 OCT 02 2013 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 3.1 0.042'70.3' 8" Box Beam(Detail L Double 0. 2"x3'7d3" Detail L12 Double 0. 17) .62 Detail L12 Attached Single Freestanding or AttacheffFreestanding standing or sen swcwre Multis an Units ttached Single Freestanding or MAX MAX POST LENGTH ttached Single Freestanding or POST MIN .OTE B' I 1a I 12' LOAD (FT) SPACINGFOR SPACIN POST CONSTRAINED FOOTER JONSLAB s n ss an Units (PSF) SLAB (FT) TYPE 'd 'd "d sen swcture Multis an Units 8+) b) M) s an swaure Multis an Units GROUND TRIG MAX POSTMAXX 22 25 26 POST LENGTH MAXMAX 8 24 POST LENGTH MAXMAX 30 1T4" POST LENGTHSNOW 23 WIDTH POST REOD POST MINI 17'-0" la I 12' POST MIN FOOTER 8' I 117 I 12' POST MIN FOOTER S' I liv12'LOAD 25 (FT) SPACING FOR SPACIN POSTTRAINED 24 FOOTS SPACIN POST SIZE CONSTRAINED FOOTE SPACWG POST SIZE ONSTRAINED FOOTS(PSFI 22 24 ON SLAB SLAB (FT) TVP.•d 25 'd (FT) TYPE "d E' "d 'd (FT) TYPE 'd 'd 7 'dFT) 5 13'-7" A 1 V-2' A 23 in) M) 25 27 (m) (M) (in) (N) 26 26 M) (in) (in) (in) 0.0477G3'7L8" Box Beam (Detail 1) Double 0.042' '7L8" Detail 1.12 Double 0.0497¢"x6.625'(Det a I L72 TABLE 3.1 Attached Single Freestanding or Attached single Freestanding or Attached Single Freestanding or SPen Structure Multis an Units span Structure Multis an Units sen swcwre Multis an Units GROUND TRIS MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH S' I iV I 12' SNOW WIDTH POST REOY) POST MINLd- POST MINLTE S' I 717 I 17 POST MIN .OTE B' I 1a I 12' LOAD (FT) SPACINGFOR SPACIN POST CONSTRAINED FOOTER JONSLAB SPACIN POSTZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS (PSF) SLAB (FT) TYPE 'd 'd "d (FT) TYPEd "d 'd -d (FT) TYPE •d 'd "d' "d(FT) 8+) b) M) n) (i+) ip) h1) (In) (In) in(in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 140 10 3 22'-8" A 14'-10" A 21 25 27 28 21'-1" A 24 27 29 30 18'-117' A 23 2S 27 29 LIVE 3,5 19'5 A 13'-8' A 22 25 26 28 19-7' 8 24 27 28 30 1T4" A 23 26 27 26 4 17'-0" A 176" A 22 24 26 27 181.3' B 25 25 28 29 164" A 24 25 26 28 4.6 16'-1" A 11'-10" A 22 24 26 27 17'3" 8 25 26 28 29 161-5' B 24 24 26 27 5 13'-7" A 1 V-2' A 23 24 25 27 18'-4" B 26 26 27 29 14'-7" B 25 25 26 27 6,5 174" A 117.7' A 23 23 25 26 16'5 B 26 26 27 29 13'-10" B 25 25 25 27 6 11'4" A 117.1" A 23 23 25 26 14'-10' B 27 27 27 28 13'-31 B 26 26 26 27 6.5 117-5" A 9'-7' A 24 24 25 26 14'-7 B 27 27 27 28 17-91 8 26 26 26 26 7 9161 A 9-2' A 24 24 24 25 13'6" C 27 27 27 28 173" 8 26 26 26 26 7.5 9.1" A 8'-101 A 24 24 24 26 13'-7 C 27 27 27 28 1116" B 28 26 28 28 6 8161 A B'S' A 24 24 24 25 174' C 28 28 28 28 11'-5' B 27 27 27 27 8.5 9-0' A 8'-7 B 24 24 24 25 17.3" C 28 28 28 28 11'-0• 8 27 27 27 27 9 761 A T-10" 8 25 26 25 25 11'-10• D 28 28 28 28 1016' C 27 27 27 27 9.5 7'-2" A T-7- B 25 25 25 25 11'5 D 28 28 28 28 1V4• C 27 27 27 27 10 8'-91 A T4" 6 25 25 25 25 111,7 D 29 29 29 29 10'-1" C 28 26 28 28 11 6.7 A 6-11• B 25 25 26 25 117-7' 0 29 29 29 29 9'-7' D 28 28 26 28 12 5'6" A 661" B 25 25 25 25 117-1' D 29 29 28 29 9'-1' D 28 28 28 28 13 6'-7 A V-7 B 26 25 26 26 9-7' D 30 30 30 30 8'61 D 29 29 29 29 130 MPH EXPOSURE C or 150 MPH 10 3 224' A 14'-10" A 22 26 28 29 21'-1" A 25 28 30 32 18'6' A 24 28 28 30 LIVE 3.5 19-5" A 13'-7' A 23 26 27 2919'-7* 1815 B 26 28 30 31 1T4• A 25 26 28 29 4 17'4" A 17-7• A 23 25 27 28 1813" B 26 27 29 31 164" A 25 26 27 29 4.5 1S-1" A 111-8' A 24 25 27 28 17'.3" B 27 27 29 30 15'3• B 28 26 27 28 5 13'-7' A 11'-01 A 24 25 26 28 16.4• B 27 27 28 30 14'6• B 26 20 27 28 5.5 174" A 1V4' A 24 24 26 27 16'4' B 28 28 28 30 13'-9" B 27 27 27 28 6 11'4" A 9'-10• A 24 24 28 27 14'-10" B 28 28 28 29 13'-1' B 27 27 27 26 6.5 1VS" A 9'4" A 25 25 25 27 14'-7' B 28 28 28 29 17-71 B 27 27 27 27 7 96" A 8'-11" A 25 25 25 27 13'4• C 29 29 29 28 12-W B 28 28 28 28 7.6 V-1' A 8'4• A 25 25 25 26 13'-7 C 29 29 29 29 11'-7• B 28 28 28 28 8 8'61 A 9.2" A 26 25 25 26 174" C 29 29 29 29 11'-2' B 28 28 28 28 8.5 6-0• A 7'-10• A 25 25 25 26 12-7 C 30 30 30 30 1V-91 8 28 28 28 28 9 761 A T6• B 26 26 28 26 11'-10" D 30 30 30 30 1174' B 29 29 29 29 9.5 1-2' A 7'31 B 26 26 26 26 7115 D 30 30 30 30 101-11 C 29 29 29 29 10 6-9" A T-0" 8 26 26 28 26 11'-1" 0 30 30 30 30 9-10' C 29 29 29 29 11 6-7 A 6-7' B 26 26 26 26 11741 D 31 3131 31 31 9'.3" C 29 29 29 29 12 51 6" A 6'-7' B 26 28 28 26 9'-10" D 31 31 31 31 -10" 8'8'61" D 30 30 30 30 13 5'-7 A 5-10' B 27 27 27 27 174• D 31 31 31 31 7'4" D 30 1 30 1 30 1 30 140 MPH EXPOSURE C or 160 MPH E 10 3 276" A 13'-7" A 23 27 28 30 19-11" A 28 21) 31 32 1T-51 A 25 27 21) 30 E 3.5 195 A 175 A 23 26 28 29 1815 A 26 29 30 32 16-0" A 25 27 28 30 4 17161 A 111-5" A 24 26 28 29 17'-2" 8 27 28 30 31 14'-11" A 26 26 28 29 4.6 161-1" A 194" A 24 25 27 29 16'-1" B 26 28 29 31 14'4" A 26 26 28 29 6 13'-7' A 194' A 24 25 27 28 1513' B 28 28 29 31 174" A 27 27 27 29 5.5 174" A 91-V A 25 25 26 28 14'61 B 28 28 29 30 1741 B 27 27 27 29 8 11'4" A 8'-11" A 25 25 26 28 13'41 B 29 29 29 30 174" B 28 28 28 28 6.5 195" A 81-5" A 25 25 28 27 13'-1' B 29 29 29 30 11.6" B 28 28 28 28 7 961 A 8'-1" A 25 25 26 27 1761' B 29 29 29 30 11'-0" B 28 28 28 28 7.5 9-1" A T-8" A 26 26 26 27 12'41" B 30 30 30 30 19-7" B 28 28 28 28 8 814" A 7"41 A 28 26 26 27 11'5 B 30 30 30 30 19.31 B 29 29 29 28 8.5 9-0" A T-1" A 26 28 26 27 IVA" C 30 30 30 30 9.10" B 29 29 29 29 9 T5 A 6-9' A 26 26 26 26 117-9' C 30 30 30 30 9.7' B 29 29 29 29 9.5 T-2" A 95 A 26 26 28 26 194• C 31 31 31 31 93" B 29 29 29 29 10 6-91 A 6.3' A 20 26 26 28 19-1" C 31 31 31 31 91-0• B 30 30 30 30 11 6-7 A 5'-101 A 27 27 27 27 961" C 31 31 31 31 8'61 B 30 30 30 30 12 54• A 55 A Z7 27 27 27 9-11" D 31 31 31 31 8'-1' C 30 30 30 30 13 S-7 A S-7 A 27 27 27 2 1 96" 0 32 32 32 32 7'4" C 31 31 31 1 31 ICC ESR1398 (2012 IBC) 9/29/2013 P 20 3 11'-10• A 10'4" A 21 25 27 28 151-7 8 24 27 29 31 117-7' B 23 ZB 27 29 3.5 10'-2" A 95' A 21 25 26 28 14'40' B 24 27 29 30 176" B 23 25 27 28 4 V-11• A 8'6" A 22 24 26 28 13'-0" C 25 26 28 30 1116" B 24 25 27 26 4.5 T-11" A 8'-1" B 22 24 26 27 12'-2" C 25 26 28 29 10-11" B 24 25 28 28 6 711' A 71T' B 22 24 25 27 1116" D 25 26 28 29 10'4" C 25 25 26 27 5.5 65" A T-1' B 22 23 25 27 10'-10" D 26 26 27 29 9'-10' C 25 25 28 27 6 5'-11• A 6'-8" B 23 23 25 26 70'4• D 26 26 27 28 9'4' D 25 25 26 27 6.6 5'4" A 64" B 23 23 25 26 9-/0• D 26 26 27 28 8'-11" D 26 26 28 27 7 V-1" A 6d 9 23 23 24 28 95" D 27 27 27 28 9-7' D 28 2628 27 27 7.5 4'-9" A 5'-8" B 23 23 24 26 9-1" D 27 27 27 28 9.3' D 28 28 26 26 8 461 A 5161 B 23 23 24 28 94" D 27 27 27 28 T-11' D 26 26 26 26 8.6 4'-7 A 5'31 B 23 23 24 28 V.S. D 27 27 27 27 r4" D 27 27 27 27 9 T-11' A 51-V B 24 24 24 26 8'-1" 0 28 28 28 28 T5 D 27 27 27 27 9.5 T-9" A 4'-10' B 24 24 26 26 T-10" E 28 28 29 28 r-2• D 27 27 27 27 150 MPH EXPOSURE C or 170 MPH EXPOSURE B 20 3 11'-10" A 1174" A 22 26 28 29 15'-7 B 25 28 30 32 13'-7"B 24 27 28 30 3.5 10'r A 9'61" A 22 26 27 29 14'-0'B 25 28 30 31 176• B 24 26 20 29 4 9-11• A 8'4"A 23 25 27 29 13'-0•C 26 27 29 31 11'-8" B 25 26 28 29 4.5 T-1 t" A V-1" B 23 25 27 28 12'-7 C 26 27 29 30 117.11" B 25 25 27 29 6 T-1" A T-7' B 23 25 26 28 1115 D 27 27 28 30 7174" C 28 26 27 28 6.6 65" A r -i" B 24 24 28 28 11Y-101 0 27 27 28 30 9-10" C 28 26 27 28 6 5'-11" A 65 B 24 24 26 27 10'4• D 27 77 28 29 94" D 27 27 27 28 6.5 5'61" A 641 B 24 24 26 27 9-10' D 28 28 28 29 8'-11• D 27 27 27 28 7 5'-1' A 81-0" B 24 24 25 27 B'S" D 28 28 28 2B 8'-7" D 27 27 27 28 7.5 4.5 A 6'4" B 24 24 25 27 9-1" D 28 28 28 29 8'3" D 27 27 27 27 6 4'61" A 5'61 B 24 24 25 26 8'4" D 29 29 29 29 T-11" D 28 28 28 28 8.5 4'-7 A 6'1• B 25 25 25 27 8'61' 0 29 29 29 29 T4" D 28 28 28 28 9 3'-11• .A 5'-0" B 25 25 25 27 8'-1" 0 29 29 29 29 TS" D 28 28 28 28 9.5 f T-9" A 4'-10" B 25 25 26 f 27 r-117' E 29 29 29 29 r-2' D 28 28 28 28 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL rnVFRC 111[114 WIMn ARFA1; TABLE 3.1ttached 0.042''x3"x8" Box Beam (Detail L7) Double 0.04750x8" Detail L12 Double 0.040'54''x6.625' (Detail L12 Single Freestanding or 23 Attached Single Freestanding or 31 Attached Single Freestanding or 26 span Structure Multis an Units 33 span structure Multis an Units 25 Span structure MUIBspan Units GROUND TRIG MAX POST MAX 11'8' MAX POST LENGTH MAICMAX 27 28 POST LENGTH MAX A 27 MAX POST LENGTH SNOW WIDTH POST REO'D POST MIN FOOTER 8' 1 10 I 12' POST MIN FOOTER 91 I 10 I 17 POST MIN FOOTER V I 10 I 17 LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTE (PSI:)` 4.5 SLAB SLAB (FT) TYPE "Ir 24 (FT) TYPE "B 'd' "d" "d" (FT) TYPE 'd• "(" 'd' "d" 32 13'-1" (FT) 27 27 ON (N) (N) (IN 5 (in) (In) (in) (N) 0-2' A (in) M) (in) 'in) 10 3 27.8" A 176" A 23 27 29 31 18'-6• A 26 30 31 33 10-1' A 25 28 29 31 LIVE 3.5 191-6" A 11'8' A 24 27 28 30 17'-0" A 27 29 31 33 14'-11" A 28 27 29 30 0 4 17'-0' A 106' A 24 28 28 30 16-11' A 28 29 30 32 13'-11' A 26 27 28 30 T 4.5 15-1" A 9'6"A A 24 28 28 29 14'-11• A 28 28 30 32 13'-1" A 27 27 28 30 5 13'-7" A 0-2' A 25 26 27 29 14'-0" 8 29 29 30 31 174' A 27 27 28 29 5.5 174" A 8'-T A 25 25 27 28 13'3" B 29 29 29 31 1116" A 28 28 28 29 6 1114' A 8'-1" A 25 25 27 28 12'-7" B 29 29 29 31 11'-1' A 28 28 28 29 6.5 108' A 7'6' A 26 26 26 28 17-0" 8 30 30 30 30 10.7' B 28 28 28 29 7 916" A T4' A 26 28 28 28 116' B 30 30 30 30 W -2"B A 29 29 28 29 7.5 7-1" A 71-0' A 26 26 26 27 11'-0' B 30 30 30 30 9-V B 29 29 29 29 8 916" A 916" A 28 26 26 27 10'-7' B 30 30 30 30 915' B 29 29 29 29 8.5 9-0• A 54" A 26 28 28 27 10'-Y 8 31 31 31 31 91-1" 8 30 30 30 30 9 716" A 6'-1" A 26 28 28 27 91.10" B 31 31 31 31 916' 8 30 30 30 30 9.5 T-2" A 5-10" A 27 27 27 27 916' B 31 31 31 31 56' B 30 3D 30 30 109 914' A 6'6" A 27 27 27 27 914' B 31 31 31 31 8'3" B 30 30 30 30 11 B -Y A 5'3' A 27 1 27 27 28 8'-7" C 32 32 32 32 T4' B 31 31 31 31 10 3 276" A 11'6' A 24 28 29 31 191-11' A 28 31 33 35 15-1" A 26 28 30 32 E 3.6 106' A 106' A 24 27 29 31 1815" A 29 31 32 34 13'-11" A 26 28 29 31 0 4 1T4' A 916' A 24 27 28 30 17'-2* 0 30 30 32 34 17-11" A 27 27 29 31 T 4.5 15'-1" A 91-0' A 25 26 28 30 10-1" B 30 30 32 33 17-1' A 27 27 29 30 5 13'-7' A 914" A 25 26 28 29 1513" B 31 31 31 33 11'-6' A 28 28 28 30 5.5 17-C A T-15 A 25 26 27 29 14'5" B 31 31 31 32 10-10' A 28 28 28 30 6 1114" A T-6" A 26 28 27 29 13'6" B 31 31 31 32 103' A 29 29 29 29 6.5 105" A 7'-0" A 20 28 27 28 13'-1" B 32 32 32 32 91-10" A 29 29 29 29 7 916' A 06' A 25 26 27 28 176" B 32 32 32 32 915" A 29 29 29 29 7.5 91-1" A 6'4" A 26 26 26 28 17-W 0 32 32 32 32 91-0" A 30 30 30 30 8 816" A 0-0" A 26 26 28 28 1116' B 33 33 33 33 56" B 30 30 30 30 8.5 5-0" A 51S" A 27 27 27 28 11'-1" C 33 33 33 33 8'5" B 30 30 30 30 1 9 716" A 516' A 27 27 27 28 10'8• C 33 33 33 33 91-1' 8 30 30 30 30 9.5 1 T4" I A 5'4" A 1 27 27 27 28 104' C 1 33 1 33 33 33 7.15 B 30 30 30 30 1 0 3 27.5 A 6 10' A 24 28 30 32 15-Y A 27 31 33 34 14'-1' A 26 29 30 32 LIVE 3.5 105" A 9'6" A 24 27 29 31 14'-10' A 28 30 32 34 13'-0" A 27 28 30 32 0 4 17.5 A 8'-11' A 25 27 29 31 13'-9' A 29 30 31 33 17-1' A 27 28 29 31 T 4.5 15-1" A 813' A 25 27 28 30 17-10' A 29 29 31 33 113' A 28 28 29 31 5 13'-i A T6' A 25 26 28 30 17-W A 30 30 31 32 106' A 28 28 29 30 5.5 174" A 713" A 26 28 28 29 114' A 30 30 30 32 10-1" A 29 29 28 30 6 114' A 56" A 28 1 28 27 29 10'4r A 30 30 30 32 91-7' A 29 29 29 30 6.5 108 A 6'S A 26 26 27 29 103• A 31 31 31 31 91-2* A 29 28 29 30 7 916" A B'-1" A 28 26 27 29 91-0" B 31 31 31 31 816' A 30 30 30 30 7.5 91-1" A 516" A 27 27 27 28 914" 8 31 31 31 31 8'S A 30 30 30 30 8 8'S" A 5'6" A 27 27 27 28 91-0" B 31 31 31 31 91-1" A 30 30 30 30 8.5 91-0" A 6'3' A 27 27 27 28 8'-7' B 32 32 32 32 T4' A 31 31 31 31 9 T6• A F -W A 27 27 27 29 8'4• B 32 32 32 32 T6' A 31 31 31 31 9.5 T-2" A 4'-10' A 27 27 Z7 29 8'-0" B 32 32 32 32 T3" B 31 31 31 31 10 914' A 4'6" A 1 27 27 27 29 T6' 8 32 32 32 32 T-0" B 31 31 31 31 -C-evai ICUt"IIV-rum In- jmoL a 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. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.1 U.10 -4-250 "W" Box Beam Detail Lt Double 0.042"X8'x8" Detail L12 Double 0.040'54"x6.625" (Detail L72) TABLE 3.1 Attached single Freestanding or Attached single Freestanding or Attached Single Freestanding or 24 span structure Mullis an Units span structure Multis an Units Span Structure Multis an Units GROUND 10' 28 LENGTH MAX ST MAX&ID SNOW WIDTH POST REO'D POST INO 2 MIN FOOTER 8' 1 POST MIN 00 IQ- 1 POST MIN W I010L 114617711LOAD (FT) SPACIN FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOO SPACIN POSONSTRAINED FOOTS(PSF) ON SLABSLAB (FT) TYPE "d" 'd" "d' "d' (FT) TYPE "d •d' "d' 'd` (FT) TYP"d' 'd' "d'(in) 18 (in) (In) M) MI (n)hnl Ml (in) (in) (in) 30 3 81-0" A 91-1" B 18 23 24 28 13'8 D 20 25 28 28 17-1" C 20 23 25 28 S' 3.5 6-10" A 913" B 18 22 24 25 175" 0 21 24 26 27 11'-Y D 20 23 24 26 0 4 6'-0" A T -T B 19 22 24 25 1115" 0 21 24 25 27 104" D 21 23 24 25 T 4.5 514' A T-0" B 19 22 23 25 10'-9" D 22 24 25 27 9'6• D 21 22 24 25 5 4'-10" A 6'6" 8 19 21 23 24 10'-1" E 22 23 26 26 g'-2" 0 21 22 24 26 5.5 4'4" A V-1" C 19 21 23 24 91-T E 22 23 25 26 8'6' D 22 22 23 25 6 4'-0" A 5'-0" C 19 21 22 24 9'-1" E 23 23 24 26 813' D 22 22 23 24 6.5 3'6" A 5'-6" C 20 21 22 24 916" E 23 23 24 25 T-10" E 22 22 23 24 7 T -V A 5'-Y C 20 20 22 23 8'3" E 23 23 24 25 T6" E 22 22 23 24 7.5 3'-Y A 4'-11' C 20 20 22 23 T-11' E 23 23 24 25 T3' E 23 23 23 24 6 3'-0" A 4'6" D 20 21 22 24 7'-7" E 23 23 24 25 11 T-0" E 23 23 23 24 6.5 7-10" A 4'5' D 20 21 22 24 T•3' E 24 24 24 25 0-0' E 23 23 23 24 30 3 81-0" A 91-1" B 20 25 26 28 13'5" D 23 27 28 30 17-1" C 22 25 27 28 S' 3.5 5 -10" A 8' 3" B 20 24 26 27 12'6" D 23 26 28 29 11'-2' D 22 25 26 28 0 4 6'-0' A 7'-T B 21 24 25 27 11'6' D 24 28 28 29 10'4• D 23 24 26 27 T 4.5 5'4" A 7'-0' 8 21 23 25 27 10'-5 D 24 25 27 29 9'6' D 23 24 26 27 6 4'-10' A 6'6 " B 21 23 25 26 10'-1' E 24 25 27 28 7 91.' D 24 24 25 27 5.5 4'4' A 5-1' C 21 23 24 26 91-T E 25 25 27 28 8'6" 0 24 24 25 27 6 4'-0' A 5'-0" C 22 23 24 28 91-1" E 25 25 26 28 913"D 24 24 25 26 6.5 3'6" A 5'b' C 22 22 24 25 916"E 25 25 26 28 7'-10' E 25 25 25 26 7 3'S" A V -Y C 22 22 24 25 8'3' 15 28 26 26 27 T6" I E 1 25 1 25 26 1 26 OVER- HANG L"ture9 Post Description Max POST Detail Hgt Code TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' B L1 0.024"1(8513"Post with Side lat 8' 91 10 11' 12' 13' 14' 15 16' 1T 191 191 20 21' 27 0 4' 4.5' S' 5.6 6 6.5 T 7.6' 8' 8.5 9' 9.5' 10 10.5' 11' 1' 4.5' S 5.61 61 6.5 T 7.5' 8' 8.5' 91 9.5' 10 10.5 11' 11.6' 7 S 5.5' 0 6.5' T 7.5' 91 8.5' 91 9.5' 10 10.5' 11' 11.5' IT 3' 5.5' S 6.5 T 7.5 8' 8.5' 9' 9.5' 10 10.5' 11' 11.5 17 12.5' 4' 91 6.5' T 7.5' 8' 8.61 9 9.5' 10 10.5' 11' 11.5' 17 12.5' 1S 5' 1 6.5' T 7.61 91 8.5 91 9.5' 10 10.61 11' 11.5 17 12.5 13' 13.5 TABLE 3.3 Post Requirements for Attached Single Sp an Structures L"ture9 Post Description Max POST Detail Hgt Code 0.042'`8'x8" Aluminum Post 10' B L1 0.024"1(8513"Post with Side lat 11' B L24 Clover 0.030"X85(3" Alum 11' C L11 Clover0.04M"ffAlum 11' D L11 Colonial 0.062" Extruded 12' E AE 0.041''x3"`3" Steel Clover 11' F L11 0.041'`3''x3" Steel Clover 8' G L11 3/165a'x3" Steel Square 16 H L21 3/16%1"x3" Steel Square 12' 1 L21 3/1E'x4''x4" Steel Square 15' J L21 3/16"x5"x5" Steel Square 15' K L21 r� TABLE 3.4 Post Requirements for Freestanding Structures or Multispan Attached L"ture9 Post Description Maximum Footing Max Heig POST Cad De II # 0.041"x3'5(8' Steel Clover d= 20" 9' 11. ALL LATTICE NOT USING DETAIL 129 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MIsc5 Lt 1 0.041'5(3'5(3" Steel Clover d= 21" 8' B L11 3/16'AT"SteelSquare d= 30' 12' C L21 3/19`84" Steel Square d= 32" 8' F L21 3/16'`3"5c3" Steel Square d= 35" 16 F L21 3/16"x3"x3" Steel S 92M d= 37" 12' E L21 3/16''x4"x4" Steel Square d= 41" 15' G L21 3/16"x5"x5" Steel Square I d= 46' 16 1 L21 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 Products 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 (1-1-1-29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL 129 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MIsc5 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEk 34411vylink 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 earlputnam@comcast.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 ICC ESR1398 (2012 IBC) 9/29/2013 Page 15 of 66 SEP 28 2015 OCT 02 2013 LATTICE COVER 3.0 POST SPACINGS FOR PATIO ANI) COMMERCIAL COVERS HIGH WIND AREAS TABLE 3.5 16 Ga 3 &' Steel C Beam (Detall L18)12 Ga 3'WS' Steel C Beam Detail 18 Double 12 Ga 3'x8" Stee C Detail L8 20'-1• Attached single Freestanding or 28 Aduh.d Single Freestanding or 29'-1' AttachedSIngle Freestanding or 32 33 s en structure Mullis an Units 33 span Structure Mulls an Units 36 Span structure MulUs an Units GROUND TRIG MAX POST MAX 28 30 MAX POST LENGTH MAX E 32 MAX POST LENGTH MAX 34'-10' E ST LENGTH SNOW WIDTH POST REO'D POST MW FOOTER 9 I 17 ' 15' POST MIN FOOTER 8' I 17 I 15' POST MIN FOOTER17 I 16' LOAD (FT) SPACING FOR SPACINGPOST 35 SIZE CONSTRAINED FOOTS SPACINGPOST 6.5 SIZE CONSTRAINED FOOTS SPACING POST SIZE ECONST-RAINEDFOOTS (PSF) 30 ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'd• (FT) TYPE 'B' 'd 'd' "d' (FT) TYPE •d"'d"(FT) S 91" A 16'.1" D 29 29 29 (in) Iln) (in) (In E 34 (hl (Irl (In) (b) 37.9' F (in)(In) (In 10 5 13'-7" A 20'-1• C 26 28 3030'-1" Span structure Mullis an Units 29'-1' E 32 32 33 35'S• E 33 33 34 36 LIVE 5.5 174" A 16'-t 1' C 28 28 30 31 29'-T E 32 32 33 34'-10' E 34 34 34 36 36 6 11'4' A 1T-10" 0 28 28 29 30 28'4• E 33 33 33 34'-1" F 35 35 35 37 37 6.5 iVS• A 16' -Ii" 0 28 28 29 30 27'-T E 34 34 34 33'S" F 36 36 36 F 38 7 S 91" A 16'.1" D 29 29 29 D 26'S• E 34 34 34 37.9' F 36 38 36 37-9• F 7.5 9'-11 A 4 15'' D 29 29 29 15'4• 25'S" E 34 34 34 37-2' F 37 37 37 34 37-0' 8 8'6 A 14'-81 D 29 29 29 A 245" F 35 35 35 31'-7• F 38 38 38 36 34 a,5 8'-0' A 14'6 D 29 28 29 8'-0' 23'S• F 35 35 35 31'-1• F 38 38 38 37 37 9 7'6 A 175 D 29 29 29 9 27-10' F 35 35 35 37-T F 39 39 39 37 37 9.6 T-2' A 13'-0'0 41 30 30 30 27-2" F 35 35 35 301,2" F 39 39 39 F 37 10 6'4' A 175 ' D 30 30 30 41 21' S F 36 36 36 29'S" F 40 40 40 21'5" F 10.5 6'S" A 17.1' D 30 30 30 42 20'-10' F 36 36 38 29'4• F 40 40 40 29 21YAD' 11 6'.7 A 11'-7' D 30 30 30 42 20'3" F 36 36 36 26'.11" F 41 41 41 32 29 11.5 V-11• A 11'-1"D 38 30 30 30 42 19'4' F 36 36 36 28'S F 41 41 41 32 32 12 S. A 10'-7" D 30 30 30 F 193" F 36 38 36 28'-7 F 41 41 41 32 32 13 F - 2"A 19'3" 9-10" D 30 30 30 274" 18'4' F 37 37 37 2T-7' F 42 42 42 D 32 14 4'-10" A 9-1" D 30 30 30 26 17'5" F 37 37 37 26-11" F 43 43 43 9-I" D 15 4'6A 32 6'6 D 30 30 30 39 16'4• F 37 37 37 28.3• G 44 44 1 44 A 10 5 13'-7' A 20'-1" C 29 29 31 Span structure Mullis an Units 29'-1' E 33 33 34 MAX MAIC POST LENGTH 35'-" E 35 35 36 SPACIN PAST SIZE CONSTRAINED FOOTER LIVE S5 174" A 19-11" C 30 30 31 (�1 (in) (in) I (in) 282" E 34 34 34 35 34'-10" E 36 36 36 37 6 11'4' A 17'-101 D 30 30 31 31 27'4' E 34 34 34 35 34'-1" F 37 37 37 37 6.5 1015• A 18'-11• D 30 30 30 30 26'-T' E 35 35 35 34 33'4• F 38 38 38 37 7 9S A 16'-1• D 30 30 30 30 28'-0" E 36 38 36 34 37-9• F 38 38 38 38 7.5 9-1" A 15'4• D 31 31 31 30 25'S• E 38 36 38 34 37-0' F 39 39 39 38 8 8'S A 14'S" D 31 31 31 29 24-0 F 36 38 36 34 31'4" F 40 40 40 39 8.5 8'-0' A 14'-0" D 31 31 31 29 23'4" F 37 37 37 34 301-5" F 40 40 40 40 9 T6 A 17S" D 31 31 31 29 27-10• F 37 37 37 34 30'-1" F. 41 41 41 40 9.5 T-7 A 13'6 D 31 31 31 29 27-r F 37 37 37 34 W-7' F 41 41 41 41 10 6'4" A 126 D 31 31 31 28 21'5" F 38 38 38 35 29-1• F 42 42 42 41 10.5 6'S" A 17-1• D 32 32 32 29 21YAD' F 38 38 38 35 29-7' F 42 42 42 41 11 6'-2" A 11'-7' D 32 32 32 29 20'3• F 38 38 38 36 28'-T F 42 42 42 42 11.6 5'-11' A 11'-1" D 32 32 32 29 194` F 38 38 38 35 2T4" F 43 43 43 42 12 5'6 A 10'-7' D 32 32 32 19'3" F 39 39 39 274" F 43 43 43 E 26 13 5'-2" A 9-10" D 32 32 32 194" F 39 39 39 26 26'.7' F 44 44 44 32 32 33 14 4'-10' A 9-I" D 32 32 32 26 ITS' F 38 39 39 32 26'-0' F 45 45 45 4'S A 15 4'S A 6'S D 32 32 32 32 16'4• F 40 40 40 4'-1" 250-5" F 46 48 46 28 105 6 a 30X8" Steel C Beam Detail 18 7' A 20'-1" C 31 31 33 Span structure Mullis an Units 2TS" D 34 34 35 MAX MAIC POST LENGTH 34'-101' E 37 37 37 SPACIN PAST SIZE CONSTRAINED FOOTER LIVE.5 5 174" A 16'-11" C 31 31 32 (�1 (in) (in) I (in) 26'-9" E 35 35 35 35 374" E 38 38 38 37 6 11'4' A 1T-10" D 31 31 32 31 26'-0' E 36 36 36 35 374" F 38 38 38 37 6.5 1015" A 1&-11' 0 32 32 32 30 25'4" E 36 36 38 34 31'-11" F 39 39 39 37 7 9S" A 16'-1' D 32 32 32 30 244' E 37 37 37 34 31'-7 F 40 4D 40 38 7.5 9-11 A 15'4' D 32 32 32 30 24-7 E 37 37 37 34 3VS' F 40 40 40 38 8 81 6 A 14'4" D 32 32 32 29 236 ' E 38 38 38 34 294" F 41 41 41 39 8.5 F -W A 14'-0' D 33 33 33 29 23'-7 F 38 38 38 34 292" F 42 42 42 40 9 7'6 A 13'S" D 33 33 33 29 274' F 39 39 39 34 29-81 F 42 42 42 40 9.5 T-7 A 176 0 33 33 33 29 27-T F 39 39 39 34 28'-2• F 43 43 43 41 10 V-90 A 176 D 33 33 33 28 21'S F 40 40 40 35 276 F 43 43 43 41 10.5 81' S A 17.1" D 33 33 33 29 29-10" F 40 40 40 35 2T -T F 44 44 44 41 11 6'-7 A 11 '-7' D 33 33 33 29 3 20'" F 40 40 40 36 28'4• F 44 44 44 42 11.5 5'-11" A 11'-I' D 33 33 33 29 19-9" F 40 40 40 35 295" F 44 44 44 42 12 5'6 A W-7" D 33 33 33 193 F 41 41 41 26'' 4" F 45 45 45 E 26 13 S -T A 9 -IT D 33 33 33 194' F 41 11 41 26 25'4" F 46 46 46 32 32 33 14 4'-70" A 9-1" D 33 33 33 26 1T6 F 41 41 41 32 24'-9• F 46 46 46 4'S A 15 4'6 A 6'S" D 33 33 33 32 16'4' F 42 42 42 4'-1" 24'-2- 1 F 47 1 47 1 47 28 20 6 a 30X8" Steel C Beam Detail 18 12 Ga 3"x8" Steel C Beam Detail L18 Doub a 12 Ga 3' 8" Stee C Detail 8 TABLE 3.5 lAttach.d Single Freestanding or AttachadSingle Freestanding or Attached Single Freesia rWing or 30 Span structure Mullis an Units Span Structure MulBs an Units span Structure Multis an Units TitX POST MAX MAX POST LENGTH ST LENGTH MAXM-TE MAX MAIC POST LENGTH WIT REO'D POST MIN DOTE S' ' 17 I 15' POST MIN12' I 15' POST MIN 00 8' I 17 I 15' (N FOR LN SPACIN PAST SIZE CONSTRAINED FOOTER SPACIN POSTINED FOOTS SPACIN POST SIZE ONSTRAINED FOOTSAB SLAB (FT) TYPE •d" •d- -cr Y (FT) TYPE"d' 0d (FT) TYPE "d" 'd" 'd 'd' ) lin) (in) (fi) (M On) M) (�1 (in) (in) I (in) 20 5 7'-1" A 17-110 D 27 27 30 32 27.1' F 32 32 33 35 30'-1" F 35 36 36 38 20 5.5 6'S" A 12'-1" D 27 27 29 31 2W -IV' F 32 32 33 35 29.2' F 36 38 36 37 6 5-11' A 11'-1' D 27 27 29 31 19'-9' F 32 32 32 35 28'4" F 37 37 37 37 6.5 5'5' A 101-3" 0 27 27 28 30 19-1 V' F 33 33 33 34 27-7" F 37 37 37 37 7 5'-1' A 9'-T' D 27 27 28 30 1816 F 33 33 33 34 26'-11' F 38 38 38 38 7.5 4'6 A 8'-11" D 27 27 28 30 17'3" F 33 33 33 34 26'3" F 38 38 38 38 8 4'S' A 8'4" D 27 27 27 29 16'6 F 34 34 34 34 25'-9" G 39 39 39 39 8.6 4'-7 A T-11" D 27 27 27 29 IT -11• F 34 34 34 34 253" G 40 40 40 40 9 T-11' A TS" D 27 27 27 29 15'4" F 34 34 34 34 240-5' G 40 40 40 40 9.5 76 A T-1" D 27 27 27 29 14'-10" F 34 34 34 34 244" G 4141 42 41 41 10 76A A 6'6 0 27 27 27 28 W4' F 35 35 35 35 23'-11" G 41 41 41 41 10.5 3'4" A 61S' D 27 27 27 29 17.10• F 35 35 35 35 23'S G 41 41 41 41 11 3'-2• A 6'-1' 0 27 27 27 29 17-50 F 35 35 35 36 232" G 42 42 42 42 11.5 3'-1" A 5.10' D 27 27 27 29 17-1' F 35 35 35 35 22'-60 G 42 42 42 42 20 5 T -1 A 17-11• D 28 28 31 33 27-1" F 33 33 34 37 30'-1• F 37 37 37 39 20 5.5 6'S A 17-1• D 28 26 30 32 2V-10" F 34 34 34 36 29.2' F 38 38 38 39 6 5-11' A 11'-1' D 28 28 30 32 19'4' F 34 34 34 36 28'4• F 38 38 38 39 6.5 5'S" A 1013• D 28 28 29 32 18'-10' F 34 34 34 35 2T-7' F 39 39 39 39 7 5'-1" A 9-7" D 28 28 29 31 161-0' F 35 35 35 35 201-11" F 40 40 40 40 7.5 46 A V-11" D 28 28 29 31 1T3" F 35 35 35 35 26'3• F 40 40 40 40 8 4'S" A 8'4' D 28 28 . 28 30 18'4' F 35 35 35 35 254" O 41 41 41 41 8.5 4'-7' A 7'-11" D 28 28 28 30 15'-11" F 36 36 36 36 2513• G 41 41 41 41 9 7-1V A 71S D 28 28 28 30 15'4' F 38 36 36 38 244" G 42 4242 45 42 9.5 76 A 7-I• D 28 28 28 30 14'-10" F 36 36 38 36 24'4" G 42 42 42 42 10 3' 6 A 6'4 " D 28 28 28 29 14'4" F 36 36 36 36 23'-11" G 43 43 43 43 10.5 34 '" A 6' 5" D 28 26 28 30 13'-10' F 36 36 36 36 236 G 43 43 43 43 11 T-2*A A 6'-1' 0 28 28 28 30 17.6" F 37 37 37 37 23'-7 G 44 44 44 44 11.5 1 Y-1• 1 A V-10' 0 1 28 1 28 28 1 30 13'-1• F 37 37 37 37 22'S" G 44 44 44 44 I A* / QCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 16 of 66 v L/ SEP 15 11U-YJIYWUrtV or tau mrn-K...11eC 20 5 T-1• A 17.11" D 30 30 33 35 27-1' F 36 36 37 39 301-1' F 40 40 40 42 5.6 6'5" A 17-1" D 31 31 32 35 20`-10" F 37 37 37 38 29-T F 41 41 41 41 6 5'-11• A 11'-1" D 31 31 32 34 196 F 37 37 37 38 28'4" F 42 42 42 42 6.5 5'S A 1013" 0 31 31 31 34 18'-10• F 37 37 37 38 2T-7' F 42 42 42 42 7 5'-1• A 9'-7" D 31 31 31 33 181-0" F 38 38 38 38 2a-11' F 43 43 43 43 7.5 4'S A 8'-11" 0 31 31 31 33 17'3" F 38 38 38 38 26'3- F 44 44 44 44 8 4'S A 6'4' 0 31 31 31 32 16'6 F 38 38 38 38 254" G 45 45 45 45 8.5 4'-7' A 7'-11" 0 31 31 31 32 15'-11" F 39 39 39 39 25'3" G 45 45 45 45 9 7-110 A TS D 31 31 31 32 1514• F 39 39 39 39 24'4' G 48 46 46 48 9.5 Y -T A T-1" D 31 31 31 31 14'-10' F 39 39 39 39 244' G 48 46 46 46 10 3'S" A 6'4' D 31 31 31 31 14'4' F 39 39 39 39 23'-11" G 47 47 47 47 10.5 3'4• A 6'S D 31 31 31 32 17.10' F 40 40 40 40 23.6 G 47 47 47 47 11 7-2- A V-1• D 31 31 31 32 175' F 40 40 40 40 23'-T G 40 48 48 48 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 25 5 51-9' A 17S E 26 28 30 32 21'S F 31 31 33 35 5.5 V-7 A 11'-7' E 26 28 29 31 20'3" F 32 32 33 35 6 4'4• A 101.7' E 26 26 29 31 19'3' F 32 32 32 34 �OF68S10 Q 6.5 4'S A 9'-10" E 26 28 28 30 18'4' F 32 32 32 34 ( % �U 7 4'-1" A 9.1' E 28 26 28 30 171-0' P 33 33 83 34 y 7.5 7.10" A 80-60 E 26 26 27 2# 1e'4" P 33 33 33 33 8 7-7' A 81-0" E 26 26 27 29 19'-11 P 33 A 1mi1 8.5 74" A 7S0 E 25 26 27 29 I&W P 34 "'� 9 3'-7 A T-1" E 26 26 27 2D 14'-10" P �V151 9.5 34' A 6'4' E 26 26 28 28 144' I F 9�- 1 '•`,tt * 10 7-10" A 6'S' E 26 26 26 20 1310111 P r_ 10.5 7S A 6'-1' E 26 26 27 2D 13%(P P 3 94 3 1 1 C I \Q- I A* / QCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 16 of 66 v L/ SEP 15 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA; TABLE 3.6 16 Ga 3'X8" Steel C Beam (Detail 18 12 Ga SW Steel C Beam (Detail L18) Double 12 Ga 3"W'Steel (Detail 8 29-1' ttached Single Freestanding or 32 Attache single Freestanding or D Attached single ng orspan 36 37 SWcture Multis an Units 38 span structure Multis an Units LIVE span sWcNre nitsGROUND A TRIG MAX POST MAX 33 25'-7' MAX POST LENOTFI MAX 36 36 MAX POST LENGTH MAX E 39 LENGTHeNOW 39 WIDTH POST REOD POST MIN FOOTER 8' I 17 I 16 POST MIN FOOTER 8' I 17 I 15' POST MIN FOOTER I 15'LOAD 31'4' (FT) SPACING FOR SPACIN POST 572E COA'STRAINEDFOOTE SPACI POST SIZE CONSTRAINED FOOTS SPACING POST SIZE D FOO TE(PSF) 37 37 ON SLAB SLAB (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' •d "d 'd (FT) TYPE "d' ' •a7(FT) 33 33 28-7' E 38 38 (In) (In) (in) (in) 29'3' F (In) lin) (In) (bl 41 40 (In) ) (in) 150 MPH EXPOSURE C or 170 MPH 10 5 13'-7" A 29-1' C 32 32 34 26'57 D 35 35 36 37 33'3' E 38 38 38 LIVE S5 17.47 A 18'-117 C 33 33 33 25'-7' E 36 36 36 38 373• E 39 39 39 40 6 11'-4" A 17'-10" D 33 33 33 24'-10' E 37 37 37 288 31'4' E 40 40 40 39-0" 6.5 19-61 A 16-11" D 33 33 33 24-7 E 37 37 37 34 30'5• F 40 40 40 40 7 91S' A 16.1' D 33 33 33 28-7' E 38 38 38 34 29'3' F 41 41 41 40 7.5 9-1' A 15'41 D 34 34 34 23'-1" E 39 39 39 14'-101 29'4' F 42 42 42 24'-7 8 11, A 14'-8' D 34 34 34 275" E 39 39 39 8'4" , 285" F 42 42 42 35 8.5 V -V A 14'8 D 34 34 34 21'4' E 39 39 39 27'-11" F 43 43 43 35 9 T8 A 13'5" D 34 34 34 21'-7 E 40 40 40 44 2T-0' F 43 43 43 13'31 9.5 T-2" A 13'5- D 34 34 34 20'-T' F 40 40 40 45 26'-10' F 44 44 44 T-2" 10 68 A 175" 0 35 35 35 298 F 41 41 41 258 265" F 44 44 44 L9 10.5 W-5' .A 17-11 D 35 35 35 195' F 41 41 41 43 26'4" F 45 45 45 46 11 a'-2• A 11'-T D 35 35 35 19.1' F 41 41 41 44 25'-T F 45 45 45 48 11.5 5'-11" A 11'-11 D 35 35 35 18'-71 F 41 41 41 293' 25-7' F 46 46 46 245" 12 644 A 10'-7' D 35 35 35 18-2' F 42 42 42 36 24'-101 F 46 46 46 44 13 1 Y-2- 1 A I 9-10' 1 D 1 35 1 35 35 1151 F 42 42 42 37 24'-2" F 47 47 47 160 MPH EXPOSURE C or 180 MPH 10 5 13'-7' A 18'-10' 8 33 33 34 Freestanding or 275' D 37 37 37 GROUND TRIS MAX POST 31'-11" E 39 39 39 POST MIN 00 8' I 17 I 16' LIVE 5.5 174" A 11-10' C 33 33 34 (FT) TYPE 'd" "B 1d' "d" 26'-9" E 38 38 38 (b) (in) (In) M) 30'-11' E 40 40 40 34 8 6 11'4" A 16-11" C 34 34 34 27 288 E 39 39 39 31 39-0" E 41 41 41 33 T 6.5 195" A 18-7 D 34 34 34 27 25'4" E 40 40 40 31 29-7 E 42 42 42 33 7 e'8 A 16-51 D 34 34 34 27 24'8 E 40 40 40 30• 285" F 42 42 42 33 7.5 9'-1" A 14'-101 D 35 35 35 27 24'-7 E 41 41 41 30 27'-101 F 43 43 43 33 8 8'4" A 14'3• 0 35 35 35 26 23'5• E 42 42 42 30 213' F 44 44 44 34 8.6 6-01 A 1314r D 35 35 35 26 23-7 F 42 42 42 30 265• F 44 44 44 34 9 7'S" A 13'31 D 36 36 36 26 278 F 43 43 43 30 26-27 F 45 45 45 34 9.5 T-2" A 17-101 D 36 36 36 26 27-7 F 43 43 43 29 258 F 45 45 45 35 L9 '10 68 A 175• D 36 36 36 26 21'51 F 43 43 43 30 25'4' F 46 46 46 35 10.5 6'S" A 17-1' 0 36 36 36 27 20'-10' F 44 44 44 30 24'-11" F 48 46 46 38 11 5-7 A 11'-7' D 36 36 36 293' F 44 44 44 245" F 47 47 47 11.6 6-1P A 11'-1' D 38 36 36 198 F 44 44 44 24'-7 F 1 47 1 47 47 0 MPH EXPOSURE C or 180 MPH EXP, 10 5 13'-7" A IT -W 8 33 33 35 Freestanding or 243" D 37 37 37 GROUND TRIS MAX POST 30-7' E 40 40 40 POST MIN 00 8' I 17 I 16' LIVE 5.5 174" A 18-T 9 34 34 34 (FT) TYPE 'd" "B 1d' "d" 235" D 38 38 38 (b) (in) (In) M) 29'5" E 41 41 41 34 8 6 11'4• A 151-9' C 34 34 34 27 27-10" D 39 39 39 31 28-10" E 42 42 42 33 T 6.5 19-5" A 15'8 C 35 35 35 27 21-11" E 39 39 39 31 28-71 E 43 43 43 33 7 98 A 14'4' C 35 35 35 27 21'-1' E 40 40 40 30• 2T4' E 43 43 43 33 7.5 9-1" A IT -V C 35 35 35 27 29-0" E 40 40 40 30 26'-0" F 44 44 44 33 8 e'-6" A 13'-7 D 38 36 36 26 19'5" E 41 41 41 30 26-7 F 45 45 45 34 8.5 8-01 A 178 0 36 36 36 26 19'-1" E 41 41 41 30 255" F 45 45 45 34 9 T5" A 173" D 38 36 36 26 18'5" E 41 41 41 30 25.7 F 46 46 48 34 9.5 T-7 A 11'-107 0 36 36 36 26 18'8 E 42 42 42 29 24'-0' F 46 46 46 35 L9 10 88 A 11'5' 0 37 37 37 26 1T5' E 42 42 42 30 243' F 47 47 47 35 10.5 6S A 11'-1" 0 37 37 37 27 17-11 E 43 43 43 30 23'-11" F 48 48 48 38 11 6-7 A 10'8 D 37 37 37 IT -8" E 43 43 43 235" F 48 48 48 11.5 6-11" A 195" 0 37 37 37 16'3' E -43 43 43 28-7 F 49 49 49 12 68 A 19-7 D 37 37 37 15'-11' E 43 43 43 27-10' F 49 49 49 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. 6. 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. T. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 120 MPH EXPOSURE C 30 16 Ga 3'X8" Stea C Beam Detail LIS 12 Ga 3'X8' Sleet C Beam Detail 18 Double 12 Ga 3'X6" Steel C Detail 8 TABLE 3.6 Attache single Freestandng or Attache Single Freestanding or Attached Singie Freestanding or 19-0' Span structure Multis an UNts span Structure Multis an Units span shucture Multis an Units GROUND TRIS MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REDS POST MIN 00 8' I 17 I 16' POST MIN 8' I 17 I 15' POST MIN o0 8' I 17 I IS LOAD (FT) SPACINGFOR SPACINGPOST SIZE CONSTRAINED FOOTER SPACINGPAST SIZE CONSTRAINED FOOTS PACIN POST 512E CONSTRAINED FOOTS (PSF) ON SLAB SLAB (FT) TYPE 'd" "B 1d' "d" (FT) TYPE "d' 'd' "d' 1d" (FT) TYPE 'd' 7d" 'd' "d' (FT) (in) (In) (In) (in) (b) (in) (In) M) (bl (in) (in) (in) 120 MPH EXPOSURE C 30 5 4'-10" A 10'5" E 22 24 28 28 19-0' F 27 27 30 32 263" F 30 30 32 34 5' SS 4'-0" A 98 E 22 23 26 28 18'-7 F 28 28 29 31 25'-5 G 31 31 32 34 8 6 48 A 9-111 E 22 23 26 27 17'3" F 28 28 29 31 24'8 G 31 31 31 33 T 6.5 3'S" A 83' E 22 22 25 27 1615" F 28 26 29 31 24'-0• G 32 32 32 33 7 T-6' A 7'4" E 22 22 25 27 15'5' F 28 28 29 30• 2315" G 33 33 33 33 7.5 8-r A T-7 E 22 22 26 27 1CAV F 29 29 29 30 27-11" G 33 33 33 33 8 3'1" A 6'-9" E 22 22 24 26 14'4' F 29 2B 29 30 275" G 34 34 34 34 8.5 7-10" A 64" E 22 22 24 26 13'11 F 29 29 29 30 278 G 34 34 34 34 6 75" A W -W E 22 22 24 26 13'3' F 29 29 29 30 21'-T G 34 34 34 34 9.5 78 A 65' E 22 22 24 26 IZ-91 F 29 29 29 29 21'-2" G 35 35 35 35 L9 10 75" A 65' E 22 22 24 26 174' F 30 30 30 30 20'-107 G 35 36 35 35 10.5 2'3' A 6'-? E 22 22 25 27 11'-11' F 30 30 30 30 20'5" G 36 38 36 38 140 MPH EXPOSURE C or 160 MPH 30 6 4'-10" A 195" E 25 25 29 31 19'-4" F 30 30 32 34 283' F 34 34 34 37 5' 6.5 4'4' A 98 E 25 25 28 30 18'-7 F 31 31 32 34 25'5• G 34 34 34 38 8 6 48 A 8'-111 E 25 25 28 30 17'3" F 31 31 31 34 244r G 35 35 35 36 T 6.5 3'-0" A 8'3' E 25 26 27 29 16'-5" F 31 31 31 33 24'-0' G 36 38 36 36 7 3'S' A T8 E 25 25 27 29 155' F 32 32 32 33 23'5" G 36 36 36 36 7.5 Y-7 A T-7 E 25 25 27 29 14'-11" F 32 32 32 33 27.11' G 37 37 37 37 8 T -W A 68 E 25 25 26 28 14'4" F 32 32 32 32 22'S" G 37 37 37 37 8.5 7-1 D' A 8-0' E 25 25 26 28 13'8 F 32 32 32 32 278 G 38 38 38 38 6 2'8 A 68 E 25 25 26 28 IT -7 F 33 33 33 33 21'-7" O 38 38 38 38 OVER- HANG Post Description Max POST Detail Hgt Code TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) VY B L1 F 8 9' 19 11' 12' 13' 14' 15' 16' 1T 18' 19 20' 21' 22' 9 4' 4.5' 5' 5.6 8 6.S T 7.6' 8 8.5 9 8.5 19 10.5' 11' 1' 4.5 S 5.5 6 6.6 T 7.6' 8' BS 9 9.6 19 10.5 11' 11.6 7 5' 5.5' 8 6.5 T 7.6 a' 8.5' 9 9.5' 19 10.5' 11' 11.5' 17 3' 6.5' S 6.5' T 7.6 8 8.5' 9' 9.6 10 10.5' 11' 11.6 17 125' 4' 8' 6.5' T 7.6 8 8.5 9 9.5' 19 10.5' 11' 11.5' 17 12.5' IT 5' 6.5' T 7.6 e' a6 9 9.5' 19 10.5' 11' 11.5 17 125 IT 13.5 TABLE 3.3 Post Requirements for Attached Single Sp an Structures Post Description Max POST Detail Hgt Code 0.042"x3"x8" Aluminum Post VY B L1 0.0249x3'%3"Post with Side tat 11' B L24 Clover 0.0309x39x3" Alum 11' C 1-11 Clover 0.041Y'x3'X3" Alum 11' D L11 Colonial 0.062" Extruded 12' E AE 0.041'%39x3" Steel Clover IT F L11 0.Dill"5050Steel Clover 8' G L11 3/16"%3'X3" Steel Square 15' H L21 3/16"x3'%3" Steel Square 17 I L21 3/15%4"x4" Steel Square 15' J L21 3116"x51"x51" Steel Square 15' K L21 TABLE 3.4 Post Requirements for Freestanding Structures or Muttispan Attached StrLure 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN Post Description Maximum Footing Max Heigh POST Code Xtallji^ 0.041"x31%3" Steel Clover d= 20" 9 B L 0.041'%3'X3" Steel Clover d= 21" 6' B 11 T169G3W Steel Square d= 30" 12' L21 3/169x39x3' Steel Square d= 32" 8' F L21 3/16'53x3" Steel Square d= 35" IS F L21 3/16%3'X3" Steel Square d= 37" 12' E L21 3/16'X4'%4" Steel Square d= 41" 15 G L21 3/16'%61A5" Steel Square d= 46" 15' 1 L21 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 ICC ESR1398 (2012 IBC) 9/29/2013 Page 17 of 66 SEP 28 2015 OCT 02 2013 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 Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 28921 US Hwy 74 9, FIND THE O/C SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Romoland, CA 92685 10. USE THE APPROPRIATE DETAILS (1-14,29). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L7 AND L2 ON SHEET MISCS Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cartputnam@comcast.nel SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 17 of 66 SEP 28 2015 OCT 02 2013 3" C- 2 0 L1 HEADER (3004-H34 ALUM. ALLOY) FOUR #E 214 -OSEE TABLE BELOW FOR N SCHEDULE BRACKET USED W\2" X 6 1/0 RAFTERS 2- t=0.024', 0.032' or, 0.040' 00 u7 O RAFTER & SIDEPLATES (3004-H34 ALUM. ALLOY) O LATTICE TUBES Lj 1.5'x1.5' @3' o/c 2'x2• @4' o/c 3'x3' @6' o/c DETAIL L4 AIE YIN 2'X31 @5' o/c LATTICE 3105 H24 ALUM ALLOY F_3* El L4 POST/RAFTER/LATTICE TUBE (3004-H34 ALUM. ALLOY) RAFTER TO HEADER CONNECTION BRACKETS 6063T6 ALUM ALLOY t=0.060' L9 BRACKET USED W/ 3'x8' AND 3'x3' RAFTERS FIR ATTACHED STRUCTURE POST TO DECK FLOOR JOIST DOUBLE HEADERS USE ONE BRACKET PER HEADER 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 EXPOSURE C ICC ESR1398 (2012 IBC) 9/29/2013 CONTINUOUS 2"x6" OR 2x8" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 ([CC ESR 2105) AT SPLICE LOCATION COVER W/ 0.019" ALUMINUM 1/4' LAG SCREW OR #14 SCREW W/ 2.5' EMBED INTO WOOD _ STUD SEE TABLE 7.5 COLUMN ANC4 FOR QUANTITY EXO NG EACH SIDE 1'SCREW=� L10 ALTERNATE RAFTER TO WALL CONN. STUD - SEE TABLE 7.6 FOR \CNAL �� REQUIRED FASTENERS o� L 2 y QQ- op N p C 8 TWO #8 SMS EACH SIDE THREE #8 SMS EACH SIDE FOR 3X8 RAFTERS IN 25 PSF GROUND SNOW LOADS OR 140 CII / MPH WIND AREAS 7tOFC 0� 1 1/2" FOR 2 X RAFTERS (6063-T5 ALUM. WY, Y= f 2 3/4° FOR 3 X RAFTERS L7 RAFTER HANGER x III #8 SCREWS W1,j" 0 WASHERS SCREWS } LONGER THAN LATTICE HEIGHT OLLATTICE TO 6 RAFTER CONN. LATTICE -ALUM. RAFTER ALUM. RAFTER RAFTER HANGER (DETAIL L7) 2.5- SIX 1/4' LAG SCREWS OR #14 SCREWS W/ 2.5' OF PENETRATION INTO WALL STUD W/ MIN SG = 0.5 0 1' MIN 3' X 8' ALUM RAFTER BRACKET DETAIL L7 r3.00 0.72 �1.56� 0.72 — 10.93 -- 0.72 0.931.56 3.00 0.28 1� 0.37 0.72 --� I--0.17 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 0 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY SEE GENERAL-/ —R14 SHEET METAL SCREW NOTE #23 MAXIMUM WIND CONDITION IS 170 MPH EXPOSURE C Page 18 of 66 L= 1.92" FOR 2" X 6 1/2" RAFTERS L= 2.92' FOR 3" X 8" RAFTERS 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY POST DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE O ATTACHMENT L8 Req'd _._. Seam „Al of - _Type Allowable Trib Width Wnd No. of #8 Screws Speed t (in) Header 2 3 4 5 115 mph 0.040 Double 2x6 11' 15' Exp C 0.042 0.042"x3"x8" 6' 9' 12' 15' 0.042 Double 3x8 12' 15- 140 rrph 0.040 Double 2x6 9' 13' 15' 6cp C 0.042 0.042"xWx8" 6 7' 9' 12' 0.042 Double 3x8 9' 14' 15' #14 Screws 170 mph 0.040 Double 2x6 V 12' 15' Grp C 0.042 0.042"x3"x8" 4' 6' 8' 11' 0.042 Double 3x8 8' 13' 15' 140 rrph 16G rrin 8" Steel C 15' Exp C 16G rrn Double Steel C 16 170 nph 16G min 8" Steel C 11' 15' Exp C 16G nin Double Steel C 16 FIR ATTACHED STRUCTURE POST TO DECK FLOOR JOIST DOUBLE HEADERS USE ONE BRACKET PER HEADER 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 EXPOSURE C ICC ESR1398 (2012 IBC) 9/29/2013 CONTINUOUS 2"x6" OR 2x8" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 ([CC ESR 2105) AT SPLICE LOCATION COVER W/ 0.019" ALUMINUM 1/4' LAG SCREW OR #14 SCREW W/ 2.5' EMBED INTO WOOD _ STUD SEE TABLE 7.5 COLUMN ANC4 FOR QUANTITY EXO NG EACH SIDE 1'SCREW=� L10 ALTERNATE RAFTER TO WALL CONN. STUD - SEE TABLE 7.6 FOR \CNAL �� REQUIRED FASTENERS o� L 2 y QQ- op N p C 8 TWO #8 SMS EACH SIDE THREE #8 SMS EACH SIDE FOR 3X8 RAFTERS IN 25 PSF GROUND SNOW LOADS OR 140 CII / MPH WIND AREAS 7tOFC 0� 1 1/2" FOR 2 X RAFTERS (6063-T5 ALUM. WY, Y= f 2 3/4° FOR 3 X RAFTERS L7 RAFTER HANGER x III #8 SCREWS W1,j" 0 WASHERS SCREWS } LONGER THAN LATTICE HEIGHT OLLATTICE TO 6 RAFTER CONN. LATTICE -ALUM. RAFTER ALUM. RAFTER RAFTER HANGER (DETAIL L7) 2.5- SIX 1/4' LAG SCREWS OR #14 SCREWS W/ 2.5' OF PENETRATION INTO WALL STUD W/ MIN SG = 0.5 0 1' MIN 3' X 8' ALUM RAFTER BRACKET DETAIL L7 r3.00 0.72 �1.56� 0.72 — 10.93 -- 0.72 0.931.56 3.00 0.28 1� 0.37 0.72 --� I--0.17 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 0 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY SEE GENERAL-/ —R14 SHEET METAL SCREW NOTE #23 MAXIMUM WIND CONDITION IS 170 MPH EXPOSURE C Page 18 of 66 L= 1.92" FOR 2" X 6 1/2" RAFTERS L= 2.92' FOR 3" X 8" RAFTERS 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY POST DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE O ATTACHMENT L8 Req'd _._. Seam „Al of - _Type 3' x 3' METAL POST All C Beams "On Stab DETAIL L25 L13 EIGHT 114 SMS 00, TWO 3/8•x3. 174BEDHENT 12G Steel 3x8 LAG SCREW W/ I'o, OSE Double 12G Steel 3x8 O O ON EACH SIDE OF POST. FIR ATTACHED STRUCTURE POST TO DECK FLOOR JOIST DOUBLE HEADERS USE ONE BRACKET PER HEADER 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 EXPOSURE C ICC ESR1398 (2012 IBC) 9/29/2013 CONTINUOUS 2"x6" OR 2x8" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 ([CC ESR 2105) AT SPLICE LOCATION COVER W/ 0.019" ALUMINUM 1/4' LAG SCREW OR #14 SCREW W/ 2.5' EMBED INTO WOOD _ STUD SEE TABLE 7.5 COLUMN ANC4 FOR QUANTITY EXO NG EACH SIDE 1'SCREW=� L10 ALTERNATE RAFTER TO WALL CONN. STUD - SEE TABLE 7.6 FOR \CNAL �� REQUIRED FASTENERS o� L 2 y QQ- op N p C 8 TWO #8 SMS EACH SIDE THREE #8 SMS EACH SIDE FOR 3X8 RAFTERS IN 25 PSF GROUND SNOW LOADS OR 140 CII / MPH WIND AREAS 7tOFC 0� 1 1/2" FOR 2 X RAFTERS (6063-T5 ALUM. WY, Y= f 2 3/4° FOR 3 X RAFTERS L7 RAFTER HANGER x III #8 SCREWS W1,j" 0 WASHERS SCREWS } LONGER THAN LATTICE HEIGHT OLLATTICE TO 6 RAFTER CONN. LATTICE -ALUM. RAFTER ALUM. RAFTER RAFTER HANGER (DETAIL L7) 2.5- SIX 1/4' LAG SCREWS OR #14 SCREWS W/ 2.5' OF PENETRATION INTO WALL STUD W/ MIN SG = 0.5 0 1' MIN 3' X 8' ALUM RAFTER BRACKET DETAIL L7 r3.00 0.72 �1.56� 0.72 — 10.93 -- 0.72 0.931.56 3.00 0.28 1� 0.37 0.72 --� I--0.17 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 0 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY SEE GENERAL-/ —R14 SHEET METAL SCREW NOTE #23 MAXIMUM WIND CONDITION IS 170 MPH EXPOSURE C Page 18 of 66 L= 1.92" FOR 2" X 6 1/2" RAFTERS L= 2.92' FOR 3" X 8" RAFTERS 1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY POST DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE O ATTACHMENT L8 Req'd _._. Seam „Al of - _Type ;1%4" bot All C Beams "On Stab 4 16G Steel 3x8 4 12G Steel 3x8 8 Double 12G Steel 3x8 8 ALUM RAFTERS n 0 0 .B. DOUBLE HEADER o jo 0.040'X2'X6.625' OR 0.042'X3'X8' 0.041'x3'x3' STEEL POST FOUR #14 SMS L12 EACH SIDE 1 Zn NOTEr SEE SHEET MISCSo OR MISC510 m FOR MOMENT CONNECTION SPECS * , Amerimax" 28921 US Hwy 74 EX161,10R HOM# p1t00UC7S Romoland,CA 92585 `--.� BEJ/CP OCT 02 2013 . NTS Component Parts & Connection Details For Patio & Commercial Lattice Structur< Engineer's Stamp DATE s ,: LT01-2012 1 of 4 1.575" 2.25" 091--� 0.041x3'x3' _ STEEL POST 3/8' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER TO 8' STEEL 'C' BEAM - 5.5" SEE TABLE 7,4 COLUMN 'N' FOR QUANTITY 2.843" FOR #14 SELF DRILLING SCREWS SEE TABLE 7,4 r}� COLUMN 'L'. ® r 0.097" 2.5" 0.875' BOX 7.75' 0.042'x3'x8 BEAM WRAP DETAIL Ll L18 20 GA ASTM A653 GRADE 33 STEEL BRACKET FOUR #8 WOOD SCREWS INTO RAFTER AND 2X FASCIA ONE PER RAFTER 0 o RAFTER ROOF COVERING IS A MAXIMUM DETAIL A" OF 3 PSF HEAVIER ROOF COVERING /2X DF WOOD SHALL REQUIRE ADDITIONAL FASCIA ENGINEERING ANALYSIS U+U 1 ALTERNATE 3' SQ POST CONNECTOR SEE DETAIL --r BRACKET (6063T6 ALUM) 'Kew 1.D" IF DETAIL L29 IS NOT USED ATTACH SEE GENERAL NOTE #23 HANGER— ' SIDE PLATES AS PER DETAIL L26 o.o1s'AVINYL COVER 0.750 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY — OR #14 SELF DRILLING SCREWS SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY 3'x8' 12 (t=0.105') OR 16 GAUGE (t=0.059') STEEL C BEAM Fy= 50 KSI 12 and 16 GA 3'x8' STEEL C BEAM W/ 0.042'X3'X8' ALUM WRAP F 3'-6' L21 1 11 - 3', 4', 5. OR 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR CORROSION PROTECTION ICC ESR1398 (2012 IBC) EXISTING DF FRAMED WALL 3.5' MIN 2"x WOOD FRAMING DOUGLAS FIR -LARCH #2 OR BTB Seal with permanently ///--- flexfbie & waterproof / sealant / CONTINUOUS 2"x6" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION 1.04:1/4' COVER W/ 0.019" ALUMINUM SEE GENERAL NOTE #23 Lag Screw ATTACH LATTICE COVER AS PER L7 Completely Seal with permanently flexible & waterproof sealant Live/Snow Load L"" ^ MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid Cover Wind FOR MAXIMUM EAVE OVERHANG SEE TABU 78 ALUMINUM FOR FASTENER OVERHANG SEE (24" OIC) 6" 12" 18" 24" 30" RAFTER SCHMULE SCHEDULE 0 RIGHT ALTERNATE EAVE ATTACHMENT 2x4 HEADER SPLICE MUST BE CENTERED ON POST L 19 HEADER SPLICE DETAIL y_ /14 SMS o 0 T-1" FAQ SIDE Lattice=135 Exp C 3' X 8' HEADER o 25'-0' 0 2- f X 6 1/2" SIDEPLATES X 3' 25'-0' ONE EACH SIE OF POSTCOLUMN 1T-1" Seal with permanently ///--- flexfbie & waterproof / sealant / CONTINUOUS 2"x6" DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION 1.04:1/4' COVER W/ 0.019" ALUMINUM SEE GENERAL NOTE #23 Lag Screw ATTACH LATTICE COVER AS PER L7 Completely Seal with permanently flexible & waterproof sealant Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid Cover Wind SIZE EAVE OVERHANG (24" OIC) 6" 12" 18" 24" 30" 10 psf 2x4 25'-0' 20'-V 12'-0" T-1" T-8- Lattice=135 Exp C 2x6 25'-0' 26-V 25'-0' 23-10' 1T-1" 2x8 25'-0' 251-0' 25'-0' 25'-0' 25'-0' 10 PSI 2x4 25'-0' 19'3" 1V-6" T-1" 3'-8" Lattice=140 Exp C 2x6 25'-0' 26-V 25-0' 22'-0" 16'-T 2x8 25'-0' 25'-0' 26-U 25'-0' 25'-0' 20 psi 2x4 19'-0' 10'3" 6-10" 3'4' 1'-8" Lattice=170 Exp C 2x6 19'-0' 19'-0' 1T-1" 11'-9' VAA 2x8 19'-0' 19'-0' 19'-0' 19-U 16'-" 25 psf 2x4 18'-0' 11'3" 6'-4" 3'3' 1'-9" Lattice=170 Exp C 2x6 le -O' I& -a 18'-0' 12'-10° 9'-1" 2x8 18'-0' 18'-0' 18'-0' 18'-0' 18'-0' 30 psi` 2x4 17'-0' 9'-2" 6-1" 2'-8" 0'-0" Lattice=170 Exp C 2x6 1T-0' 1T-0' 15'3" 10'-4' T-1" 2x8 IT -O' 1T-0' 1T-0' 17--0' 14'8- 40 psf 2x4 14'-0' 6'-T T-4' U-0' lY-0' Lattice --170 Exp C 2x6 14'-0 14'-0 11'-0" T-2" 4'-T 2x8 14'-0 14!-0' 14'-0 14'-0' 10'3' 60 PSI 2x4 9'-0 4'-0" O'-0" V-0" a-0" Lattice=170 Exp C 2x6 9'-0' 9'-0' 6-9^ 4'4r 2-1' 2x8 9'-0 9'-0' 9-0 8'�' 6-10" SEP 28 2015 2.5' MIN PENETRATION /I INTO WOOD FRAMING 1.00 min. L22 STUCCO ATTACHMENT DETAIL i W/ MIN SG = 0,5 WITH LEDGER BOARD I -015 Ameri ax - Synthetic Stucco or, cw�� , 28921 US Hwy 74 other non-structural covering ��P E X 7 1° R I O R H O 'M E P R O O U C T S Romoiano, CA 92585 (1' max, thick) �L1TT0� Sheathing N ��` 9 ori /ro SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 Page 19 of 66 OCT 02 2013 Engineers Stamp NTS LT02-2012 2of4 2--j FOUR #14 SMS EACH SIDE FOR 140 MPH EXP 0.042"x3"x8" 4-8 #14 SMS „A„ EACH SIDE C SLAB ATTACHMENT AND UP TO d=261 HEADER SEE NOTE FOOTING, 0.024° —1 MIN 0.024° 0.024° �p OR 1/2 °0 GALVANIZED OR STAINLESS ,I. STEEL HILTI KWIK BOLT TZ CONCRETE ANCHOR (ICC ESR 1917) W/ 2' EMBED AND 1'0 WASHER OR EQUIVALENT S� 3'x8° HEADER CONNECTI❑N 2°XE SIDEPLATES SEE SEE NOTE FOR DIMENSIONSNOTE FOR THICKNESS s 5/a" SEE 3" s s/a" 4 3"X 3" SID 6.625” L25 /SA 29 POST (SIDEPLATES 'A° AND °B° L26 O REQUIREMENTS I DETAIL L26 LUM. FOOTING SEP 28 2015 ALUMINUM BRACKET FOR CONNECTINGRACKET FOUR- #14 SMS POST TO FOOTING OR 4° SLAB EACH SIDE, SPACED 3" (6063-T6 ALUM ALLOY) 4O�R SINGLE SPAN ATTACHED UNITS ONLY ♦LREQUIRES SIDEPLATES AS SHOWN IN O UDETAIL JZ L26 G NOTE, SEE SHEET MISC5o. OR MISC5b FOR SPECS ON 3"x3" ALUMINUM RAFTER SQUARE COLUMN C3004-1-134 ALUM. ALLOY) ALTERNATE 1.5" MOMENT C❑NNECTI❑N 0/2017 L24 2' 6.5' SIDEPLATES ° L30 RAFTER � � TWO #10 OR #14 SMS T S D S * � * x (3004-H34 ALUM, ALLOY) ATTACHMENT LATTICE HEADER MAXIMUM F TING FO T I IVIL DETAI IS FOF 1F0� Lattice or Solid Panels Live MAX •'L" FOR TOP TOP MOUNT BRACKET Load Wind Speed OR SIDE MOUNT SEE SHEET MB FOR STEEL POST REQUIRED SLAB Alun. Bracket 0.042"x3x8" HEADER 0.21" STEEL Fy = 33 ksi (pst) and Exposure 16" o/c 24"o/c 3/8' x FOR CONSTRAINED 9' STEEL FOOTINGS (t = 0.06 DETAIL L9 BRACKET IS 1.094' WIDE 10 130 mph Ex REBAR EMBEDDED AT 8" p p B 23'-9 15-10" 140 mph Exp B 22'-r• 151-11• 'B' DEPTH D D• D Lattice or ° ° Sottd'Pnnels Alum. Bracket 6" MIN (0.060') 8 SMS 115 mph Exp C 23 -9" 15-1o" g• ye �� �o nr) \/ SEE coaxn� 130 mph Exp C 18'-10' tr-T' d < 33' � • 4 � • O' Q B = 9 I B ALUM RAFTER N�Ncrn p4x1�• ^�� 140 mph Exp C 76 4" 10-10 d < 38' . B = 12° D . p . #8 SMS °� 3' x 8' Header #1 L (0.042') (0 x ') Header #2 <0,042') TDP MOUNT /+4,3.s• eaove 20 140 mph Exp C tr-5' 9•-3•• d < 46' t NOT ALLOWED IN SNOW LOAD AREAS d < 51' L 1 * SEE GENERAL NOTE #9 FOR CORROSION PROTECTION B = 18' B = 24° 3" D D . Q, 2' x 6' Side Plate ATTACH PER FOUR #14 SMS 2" MIN TABLE 7.5 9" EACH SIDE FD f I EACH HEADER #14 SMS 1' MIN GAP BETWEEN EXISTING SAVE D' 4 3' x 8' Header #1 (0.042) LEDGER AND ROOF FOR MING DRAINAGEALUM CONCRETE FOOTING L29 I_ 3"x3" POST 3'x3' POST ALL HOUSE PENETRATIONSRAFTER OFESSIQ MUST BE COMPLETELY AND" SCREWS 1q f d --� 2x6.5" SIDEPLATE PERMANENTLY SEALEDES Q -PU F FREESTANDING OR ATTACHED STRUCTURE I I 0.125"x1.5"x1.5' STEEL `Z' G COLUMN TO FOOTING CONNECTION DETAIL (Fy=33 KSI) "L" BRACKET v R1 2' SPACING -Si 8 n BETWEEN SCREWSMO N B CKET ' ABOARD _ L27 ALTERNATIVE SPLICE FOR ATTACHED UNITS O L2$ * 02 �� * Amerimax ' 28921 US Hwy 74 MAXIMUM FOOTING SIZE IS d-26" EAVE ATTACHMENT CIVIK- ��Q E R T E R 1 0 R HOME PRODUCTS Romoland, CA 92585 EAVE OVERHANG AND CA11F� er rn 'L' MUST ALSO COMPLY BEJ/CP WITH DETAIL L17 OCT 02 2093 NTS Com onent Parts & Connection Details Oatio ICC ESR1398 (2012 IBC) 9/29/2013 Page 20 of 66 Engineer's Stamp � For & Commercial Lattice Structuressir LT03-2012 3 of 4 ALUMINUM STUB POST 0 OAlla KATAl ALUM RAFTrn i RAFTER SCRI DOUBLE HEA DETAIL L32 RAFTER 2"X6.625" ALUM RAFTERS USE TWO #14 SMS FOR 10 PSF/115 MPH =OUR #14 SMS FOR ALL OTHERS RAFTERS USE EXP C -OUR #14 SMS FOR 10 PSF/115 MPH EXP C -1 VE #14 SMS FOR ALL OTHER LOADS CREWS REQUIREMENTS ARE PER RAFTER L31 UN®ERHUNG DOUBLE RAFTERS O L32 DOUBLE RAFTERS ICC ESR1398 (2012 IBC) 9/29/2013 Page 21 of 66 MATCH RAFTER SCREWS oar to zvi-1 Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B lExposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C S�ONAL E in 110 115 1 110 115 (pso (in) SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES (s (in) 110 115 110 115 10 0.018 10'-1" 9'-8" 8'-11" 8'-11" 10 0.018 8'-1" 7'-6" 6'-6" 6'S" 0��5 ��L 8'-0" ly ofESSIC �� 2.5" x6" Su er Six Single Span) Detail- N3, A 10 3.5"x12" Super 12 Single Span) Detail D 11'-3" 2.5" x 12" Mark X Single Span Detail B 9'-11" 2"x6" Flat Panel Single Span) Detail N2, C LIVE 0.024 12' 6" 11'-11" 11'-0" 11' 0" Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure me x or ame ro cts 12'-7" 11'-11" 11'-11" Snow Load Gauge Exposure B lExposure C Snow Load Gauge Exposure BExposure 12'-10" C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C 89 1 S 12' 0.036 16'-7" 15'-10" s in 110 115 1 110 115 s (in) 110 115 110 115 s in 110 1 115 110 115 s in 110 1 115 110 115 o o an CA 2 7' 0.018 8 S-2"4!-1 10 0.018 12'-8" 12'-1" 10'-8" 8'-3" 10 0.018 12'-4" 11'-10" 10'-11" 10'-11" 10 0.018 8'-2" T-10" V-11" 6'-7" 10 0.018 11'-3" 10'-9" 9'-0" 8'-8" P 7'-5" 7'-1" LIVE 0.024 8'-7" LIVE 0.024 15'-6" 14'-9" 13'-3" 12'-8" LIVE 0.024 14'-0" 13'-5" 12'-4" 12'-4" LIVE 0.024 12'-2" 11'-9" 10'-10" 10'-8" LIVE 0.024 12'-11" 12'-7" 11'-1 1'-11" rt am, IVA" * * 1$I 12'-6" 12'-3" 0.032 17'-0" 16'-6" 15'_8" 15'-7" 13'_3" 0.032 16'_5" 15'-9" 14'5" 14'-6" 12•-8" 0.032 13'-4" 12,_11" 12'_3" 12'-3" 10'-8" 0.032 14'-2" 13'_9•• 13' " . 13,-1" 1 k 12,_5" 17_3" / Cl 0.018 8'-0" 0.036 17'-8" 17'-2" 16'4" 16'4" V-5" 0.036 17'-7" 16'-10" 15'-6" 15'-6" 6'-3" 0.036 13'-10" 13'-5" 12'-9" 12'-9" 9'-0" 0.036 14'-9" 14'4" 1 -7" 1$-7" j 9'-11" 9' 4" 9'-4" 0.024 20 0.018 10' 6" 9'-4" S'-11" 8'-3" 20 0.018 8'-3" 7'-10" T-1" 6'-9" 20 0.018 T-1" 6'-10" 6'-6" 6'-5" 20 0.018 8'S" 8'-3" 7' 10" 0.032 ( 3 A 11'-2" 10'-4" 1 V-4" CALIF 0.032 LIVE 0.024 12'-9" 12' 4" 12'-0'" 11'-8" LIVE 0.024 11'-6" 11'-2" 10'-10 10' 6" LIVE 0.024 9'-3" 9'-0" 8'-7" 8'-4" LIVE 0.024 11'-3" 10'-10" 1 '-7" 9 earl omcastne 10,_8•• 101-1.11lV-1.11 1 0.036 0.032 14'-11" 14'-8" 14'-4" 14'-1" 0.018 0.032 13'-6" 13'-1" 12'-9" 12'-4" 0.018 0.032 11'-8" 11'-5" 11'-3" 11'-0" 0.018 0.032 12'-6" 12'-3" 12'- 11'-9" 0.018 8'-6" 8'-6" 8'-0" OCT 02 2013 0.036 15'-6" 15'-3" 14'-11" 14'-8" 0.036 14'-6" 14'-0" 13'-7" 13'-3" 0.036 12' 2" 11'-11" 11'-8" 11'-5" 0.036 12'-11" 12'-8" 12'-5" 12'-3" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#10 SCREWS 11'-6" 25 0.018 10'-8" 9'-4" 8'-11" 8'-3" 25 0,018 8'-3" 7'-10" 7'-1" 6'-9" 25 0.018 T-1" 6'-10" 6'-6" 6'-5" 25 0.018 8'-6" 8'-3" 7'-10" T-8" FOR PANEL/HEADER COMBINATIONS Table 4.9 0.036 0.024 12'-9" 12'-4" 11'-8" 11'-8" 0.036 0.024 11'-2" 11'-2" 10'-6" 10' 6" 0.036 0.024 9'-3" Ill' 9'-0" 8'-7" 8'4" 0.018 0.024 10'-10" 10'-10" 9'-6" 9'4" Panel # of #10 screws PER FOOT to attach anel to header T-9" 0.032 14'-11" 14'-8" 14'-1" 14'-1" 5'-3" 0.032 13'-1" 13'-1" 12'-4" 12'-4" 7'-8" 0.032 11'-5" 11'-5" 11'-0" 11'-0" 8'-5" 0.032 12'-3" 12'-3" 11'-9" 11'-9" Headers Gauge1 6'-0" I 2 3 2 I 3 I 4 2 r 3 1 4 1 6 T -O" 0.036 15'-6" 15'-3" 14'-8" 14'4" 9'-4" 0.036 14'-0" 14'-0" 13'-3" 13'4" 10'-5" 0.036 -11" 11'-11" 11'-5" 11'-5" 0.032 0.036 12'-8" 12'-8" 12'-3" 12'-3" in 115 mph Exp B 115 mph Exp C 140 mph Exp C 30 0.018 9'-1" V-11" 8'-6" 8'-3" 30 0.018 T-5" 7'-1" 6'-6" 6'4" 30 0.018 6'-8" 6'-6" 6'-3" 6'-1" 30 0.018 8'-0" 7'-10" T-6" 7'4" Dble 2x6.625 0.018 3' 6' 9' 4' 7' 9' 3' 4' 6' MAX 5'-7" 0.024 11'-8" 11'-8" 11'-1" IVA" V-0" 0.024 10'-6" 10'-6" 9'-4" 9'-2" V-0" 0.024 8'-9" 8'-7" 8'-2" 8'-0" 6'4" 0.024 9'-9" 9'-6" 9'-1" 8'-11" RF Fascia 0.018 3' 6'MAX 0.024 4' MAX MAX 3' MAX MAX MAX 5'-9" 0.032 14'-1" 14'-1" 13'-7" 13'-7" T-8" 0.032 17-4" 12'-4" 11'-9" 11'4" 8'-7" 0.032 11'-0" 11'-0" 10'-8" 10'-8" 6'-9" 0.032 11'-9" 11'-9" 11'-4" 11'4" 3x8 0.018 3' 6' 9' 4' 7' 9' 3' 4' 6' MAX 9'-5" 0.036 14'-8" 14'4" 14'-2" 14'-2" 7'-11" 0.036 13'4" 13'4" 12'-7" 12'-7" T-6" 0.036 11'-5" 11'-5" 11'-1" 11'-1" 10'-1" 0.036 12'-3" 12'-3" 11'10" 11'-10" All Others 0.018 3' 6' 9' 4' 7' 9' 3' 4' 6' MAX 40 0.018 8'4" 8'-2" 7'-10" 7'4- 40 0.018 6'-3" 6'-0" 6-6" 5'4" 40 0.018 V-1" 6'-0" 5'4" 5'-8" 40 0.018 7'-4" 7'-2" 6'-11" 6'-10" Dble 2x6.625 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX 0.024 10'-7" 10'-7" 9'-6" 9'4" 0.024 9'-2" 8'-11" 8'-7" 8'-5" 0.024 8'-0" T-10" T-7" 7'-5" 0.024 V-11" 8'-9" 8'-5" 8'-3" RF Fascia 0.024 4' MAX MAX 6' MAX MAX 4' MAX MAX MAX 0.032 13'-0" 13'-0" 12'-5" 12'-5" 0.032 11'-3" 11'-3" 10'-9" 10'-9" 0.032 V-11" 9'-8" 9'-4" 9'-2" 0.032 11'-0" 11'-0" 10'-9" 10'-9" 3x8 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX 0.036 13'-9" 13'-9" 13'-3" 13'-3" 0.036 12'-0" 12'-0" 11'-6" 11'-6" 0.036 10'-7" 10'-7" 9'-7" 9'S' 0.036 11'-5" 11'-5" 11'-2" 11'-2" All Others 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX. 60 0.018 T-3" V-0" V-0" V-0" 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 5'-4" V-0" V-0" V-0" 60 0.018 6'-4" V-0" V-0" V-0" Dble 2x6.625 0.032 4' 9' 13' 6' 10' 13' 4' 6' 9' 13' 0.024 111-6--111'-6" V-9" V-0" 0'-0" 0'-0" 0.024 7'-5" V-0" V-0" V-0" 0.024 V-11" V-0" V-0" 0'-0" 0.024 7'-9" V-0" V-0" V-0" RF Fascia 0.032 5' MAX MAX 7' MAX MAX 5' MAX MAX MAX 0.032 10'-10" 10'-10" 10'-10" 10'-10" 0.032 9'-4" V-0" V-0" V-0" 0.032 8'-7" V-0" V-0" V-0" 0.032 9'-6" V-0" V-0" V-0" 3x8 0.032 6' 11' MAX 8' 12' MAX 5' 8' 11' MAX 0.036 11'-6" 11'-6" 0.036 10'-0" V-0" 0'-0" 0'-0" 0.036 8'-10" 0'-0" 0'-0" 0'-0" 0.036 10'-1" 10'-1" V-0" V-0" All Others 0.032 6' 11' MAX 8' 12' 5' 8' 11' MAX, TABLE 4.1 TABLE 4.2 TABLE 4.3 TABLE 4.4 IDble 2x6.625 0.036 4' 9' 13' 6' 10' 13' 4' 6' 9' 13' SINGLE SPAN TABLES NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN RF Fascia 0.036 5' MAX MAX 7' MAX MAX 5' 7' MAX MAX 2.5" x6" Su er Six Multis an Detail N3 A 3.5"x12" Super 12 Multis an Detail D 2.5" x 12" Mark X Multis an Detail B 2"x6" Flat Panel Multis an) Detail N2, C 3x8 0.036 6' 12' MAX 8' 13' MAX 6' 8' 11' MAX Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B lExposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C s in 110 115 1 110 115 (pso (in) 110 1 115 110 115 s in 110 111 115 110 115 (s (in) 110 115 110 115 10 0.018 10'-1" 9'-8" 8'-11" 8'-11" 10 0.018 8'-1" 7'-6" 6'-6" 6'S" 10 0.018 8'-0" 7'-7" V-11" 6'-11" 10 0.018 11'-3" 10'-9" 9'-11" 5' LIVE 0.024 12' 6" 11'-11" 11'-0" 11' 0" LIVE 0.024 11'-0" 10'-4" 9'-1" 9'-1" LIVE 0.024 10'-6" 10'-0" 9'-3" 9'-3" LIVE 0.024 12'-11" 12'-7" 11'-11" 11'-11" 10' 0.032 15'-3" 14'-7" 13'-5" 13'-5" 5' 0.032 15'-2" 14'-3" 12'-10" 12'-10" 10' 0.032 13'-1" 12'-6" 11'-6" 11'-6" 5' 0.032 14'-2" 13'-9" 13'-1" 13'-1" 12' 0.036 16'-7" 15'-10" 14'-8" 14'-8" 6' 0.036 16'-11" 16'-0" 14'-5" 14'-5" MAX 0.036 13'-5" 12'-10" 11'-10" 11'-10" 6' 0.036 14'-9" 14'4" 13'-7" 13'-7" 20 0.018 V-3" 8'-0" 7'-9" 7-6"20 7' 0.018 T-9" 5'-5" S-2"4!-1 7' 20 0.018 V-5" 6'-3" 6'-0" V-10" 20 0.018 9'-3" 9'-0" 8'-8" 8'4" LIVE 0.024 10'-3" V-11" 9'4" 9'-4" LIVE 0.024 8'-2" T-9" 7'-5" 7'-1" LIVE 0.024 8'-7" 8'-3" 8'-0" 7'4" LIVE 0.024 11'-3" 10'-10" 10'-7" 10'-3" MAX 0.032 12'-7" 12'-2" 11'-10" 11'-6" 7' 0.032 11'-8" 11'-2" 10'-9" 10'4" MAX 0.032 10'-9" 10'4" IVA" 9'-9" 8' 0.032 12'-6" 12'-3" 12'-0" 11'-9" 0.036 13'_8" 13'_3" 12'_10" 12'-6" 0.036 13'_3" 12•-8" 12'-2" 11'_9" 0.036 11'_0" 10'-8" 10'-4" 10•_1" 0.036 12'_11" 17.8" 12,_5" 17_3" 25 0.018 8'-0" 8'-0"7'-6" 7'-6" 25 0.018 V-5" 5'-5" 4'-3" 4'-1" 25 0.018 6'-3" 6'-3" V-10" V-10" 25 0.018 9'-0" 9'-0" 8'-6" 8'-6" 0.024 9'-11" 9'-11" 9' 4" 9'-4" 0.024 7'-9" 7'-9" 7'4" 7'-1" 0.024 8'-3" 8'-3" 7'4" 7'4" 0.024 10'-10" 10'-10" 10'-3" 10'-3" 0.032 12'-2" 12'-2" 11'-6" 11'-6" 0.032 11'-2" 11'-2" 10'-4" 1 V-4" 0.032 10'-4" 10'-4" 9'-9" V-9" 0.032 12'-3" 12'-3" 11'-9" 11'-9" 0.036 13,_3" 13'_3" 12'_6" 17-6" 0.036 12'_8" 12'-8" 11•_9" 11'-9" 0.036 10'4" 10,_8•• 101-1.11lV-1.11 1 0.036 12'-8" 12•_8" 12'_3" 17_3" 30 0.018 7' 6" 7'-6" 7'-2" 7'-2" 30 0.018 4'-6" 4'-3" T-11" T-9" 30 0.018 V-10" 5'-10" 5'-6" 5'-6" 30 0.018 8'-6" 8'-6" 8'-0" 8'-V- '-0" 0 0.024 9'�" 9' 4" 8'-10" 8'-10" 0.024 7'-1" 7'-1" 6'-6" 6'-6" 0.024 7'-9" 7'-9" 7' 4" 7' 4" 0.024 10'-3" 10'-3" 9'-9" 9'-9" 0.032 11'-6" 11'4" 10'-11" 111,-111" 10'-11" 0.032 10'-4" 10'-4" 9'-7" 9'-7" 0.032 9'-9" 9'-9" 9'-3" 9'4" 0.032 11'-9" 11'-9" 11'4" 11'4" 0.036 12'-0" 12'-6" 11'-11" 0.036 11'-9" 11'-9" 11'-0" 11'-0" 0.036 10'-1" IVA" 9'-7" 9'-7" 0.036 12'4" 12'4" 11'-10" 11'-10" 40 0.018 V-10" 6'-10" 6'-6" 6'-0" 40 0.018 T-9" 3'-8" T-5" 3'-3" 40 0.018 5'-3" 5'-3" 4'-8" 4'-7" 40 0.018 7'-8" 7'-8" 7'-4" 7'-4" 0.024 8'-5" 8'-5" 8'-1" 8'4" 0.024 6'-0" 6'-0" 5'-7" 5'-7" 0.024 T -O" 7'-0" 6'-8" 6'-8" 0.024 9'-4" 9'4" V-11" V-11" 0.032 10'-5" 10'-5" 10'-0" 10'-0" 0.032 8'-11" 8'-11" 8'5" 8'-5" 0.032 8'-10" 8'-10" 8'-5" 8'-5" 0.032 11'-0" 11'-0" 10'-9" 10'-9" 0.036 11' 4" 11'-4" 10'-10" 10'-10" 0.036 10'-3" 10'-3" 9'-8" 9'-8" 0.036 9'-1" 9'-1" 8'-8" 8' 8" 0.036 11'-5" 11'-5" 11'-2" 11'-2" 60 0.018 5'-7" 5'-7" 5'-7" 5'-7" 60 0.018 2'-11" V-0" V-0" V-0" 60 0.018 4'4- V-0" V-0" 0'-0" 60 0.018 6'-4" 6'4" 6'4" 6'-4- 0.024 T -V- 7'-0" 7'-0" T-0" 0.024 4'4" V-0" V-0" V-0" 0.024 5'-9" 5'-9" 5'4" 5'-9" 0.024 7'-8" T-8" 7'-8" 7'-8" 0.032 8'-7" 8'-7" 8'-7" 8'-7" 0.032 6'-9" 6'-9" 6'-9" V-9" 0.032 7'-3" 7'-3" T-3" 7'-3" 0.032 9'-6" 9'-6" 9'-6" 9'-6" 0.036 9'5" 9'-5" 9'-5" 9'-5" 0.036 7'-11" 7'-11" 7'-11" 7'-11" 0.036 7'-6" T-6" 7'-6" 7' 6" 0.036 10'-1" 10'-1" 10'-1" 10'-1" ICC ESR1398 (2012 IBMN/2013 IAMC 4.0 Page 22 8ML 4.r All Others 0.0361 6' 12' MAX 9' 13' MAX 6' 9' 12' MAX 'MAX' means the maximum possible tributary width Minimum number of screws Is on per panel MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS FOR PANFL/HFADER COMBINATIONS Tahle 4.10 IAbLt 4.23 1 Panel # of #14 screws PER FOOT to attach panel to header Headers Gauge 1 2 1 3 1 I 2 I 3 1 1 2 1 3 1 4 in 115 mhExpB 115 mh Exp C 140 mhExpC Dble 2x6.625 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' 4' MAX MAX 3x8 0.018 4' 8' 12' 3' 1 6' 8' 1 2' 4' 6' 8' All Othersi 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' Dble 2x6.625 0.024 5' 10' MAX 4' 7' 11' 3' 5' 8' 10' RF Fascia 0.024 5' MAX MAX 4' MAX MAX 3' 5' MAX MAX 3x8 0.024 5' 10' MAX 4' 7' 11' 3' 5' 8' 10' All Others 0.024 5' 10' MAX 4' 7' 11' 3' 5' 8' 10' Dble 2x6.625 0.032 6' 12' MAX 4' 8' 13' 3' 6' 9' 11' RF Fascia 0.032 6 MAX MAX 5' MAX MAX 3' 6' MAX MAX 3x8 0.032 7' 14' MAX 5' 10' 15' 3' 7' 10' 13' All Others 0.032 7' 14' MAX 5' 10' 15' 3' 7' 10' 13' Dble 2x6.6250.036 6' 12' MAX 4' 8' 13' 3' 6' 9' 11' RF Fascia10.036 0.036 6' MAX MAX 5' MAX MAX 3' 6' MAX MAX 3x8 0.036 8' MAX MAX 6' 11' MAX 4' 7' 11' MAXI All Others 8' MAX MAX 6' 11' MAX 4' 8' 11' IAbLt 4.23 1 SSxONAL EN SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS O�� 4 PU Q�OFESSlQ 2.5" x6" Super Six Single Span Detail- N3, A 3.5"x12" Su er 12 Single Span) Detail D 2.5" x 12" Mark X Single Span Detail B 2"x6" Flat Panel (Single Span Detail N2, C QQ` PQ PU F Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground PanelWind Speed and Exposure Ground Panel Wind Speed and Exposure Am m Nr ro uct Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 289 1 H (so (in) 140 120 130 140 (ps (in) 140 120 130 140 (psf) in 140 120 130 140 (ps in 140 1 120 130 140 Ro of d, A 9 68 8 m 10 0.018 8'-0" 7'-11" 7'4" 6'-9" 10 0.018 10'-6" 10'-6" 7'-1" 6'-6" 10 0.018 6'-5" 6'-4" V-10" 5'-5" 10 0.018 8'-6" 8'-6" 7'-10" 7'-5" rt EX .6/3 LIVE 0.024 12'-3" 12'-1" 11'-2" 8'-5" LIVE 0.024 11'-11" 11'-11" 11'-2" 10'-10" LIVE 0.024 8'-5" 8'-3" 7'-8" 7'-1" LIVE 0.024 11'-7" 11'-7" 10'-10" 10'- " Carl ut , , E. ! * * 151 0.032 15'-1" 14'-11" 13'-8" 12'-8" 0.032 14'-0" 14'-0" 13'-1" 12'-9" 0.032 12'-0" 12'-0" 11'-5" 10'-10" 0.032 12'-9" 12'-9" 12'-3" 1 -0" 3441 a i Cid �Q 0.036 15'-10" 15'-10" 15'-0" 13'-10" 0.036 15'-0" 15'-0" 14'-0" 13'-7" 0.036 12'-5" 12'-5" 11'-11" 11'-2" 0.036 13'-3" 13'-3' 12'-8" 2'-6" Lynch ✓ ¢ vVV��u �1 20 0.018 8'-0" 7'-11" 7'-4" 6'-9" 20 0.018 V-6" 6'-6" V-0" 5'-4" 20 0.018 6'-3" V-3" 5'-10" 5'-5" 20 0.018 7'-6" 7'-6" 7'-2" -10" .43�} OFC{y+-� C FCAUvv LIVE 0.024 11'-8" 11'-4" 11'-1" 8'-5" LIVE 0.024 10'-6" 9'-4" 8'-11" 8'-5" LIVE 0.024 8'-2" 8'-2" 7'-8" 7'-1" LIVE 0.024 V-1" 9'-1" 8'-9" 8'-Vl put -mc ,Q 0.032 14'-1" 13'-10" 13'-7" 12'-8" 0.032 12'-4" 12'-1" 11'-9" 11'-3" 0.032 11'-0" 10'-10" 10'-8" 9'-2" 0.032 11,-9" 11'-7" 11'-4" i�1'J OCT 02 2013 0.036 14'-8" 14'-5" 14'-2" 13'-9" 0.036 13'-3" 12'-11" 12'-7" 12'-0" 0.036 11'-5" 11'-3" 11'-1" 10'-7" 0.036 12'-3" 12'-0" 11'-10" 11'-5" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND010 SCREWS 25 0.018 8'-0" 7'-11" 7'-4" V-9" 25 0.018 6-6" 6'-3" 5'-9" 5'4" 25 0.018 6'-3" 6'-1" V-10" 5'-5" 25 0.018 7'-6" 7'4" 7'-1" V-10" FOR PANELIHEADER COMBINATIONS Table 4.9 0.024 11'-4" 11'4" 10'-10" 8'-5" 0.024 9'4" 9'-2" 8'-9" 8'-5" 0.024 8'-2" 8'-0" 7'-8" 7'-1" 0.024 9'-1" V-11" 8'-7" 8'-3" Panel # of #10 screws PER FOOT to attach anel to header 0.032 13'-10" 13'-10" 13'-3" 12'-8" 0.032 12'-1" 12'-1" 11'-6" 11'-3" 0.032 10'-10" 10'-10" 10'-6" 9'-2" 0.032 11'-7" 11'-7" 11'-2" 11'-0" Headers Gauge1 2 3 2 3 I 4 2 3 4 6 0.036 14'-5" 14'-5" 13'-11" 13'-9" 0.036 12'-11" 12'-11" 12'-3" 12'-0" 0.036 11'-3" 11'-3" 10'-10" 10'-7" 0.036 12'-0" 12'-0" 11' 8" 11'-5" (in) 115 mph Exp B 115 mph Exp C 140 mph Ex C 30 0.018 8'-0" 7'-11" 7'4" 6'-9" 30 0.018 V-0" V-9" 5'4" 0'-0" 30 0.018 V-0" V-11" 5'4" 5'-5" 30 0.018 7'-2" 7'-1" V-10" 6'-7" Dble 2x6.625 0.018 3' 6' 9' 4' 7' 9' 3' 4' 6' MAX 0.024 10'-10" 10'-10" 9'-4" 8'-5" 0.024 V-11" 8'-9" 8'-5" 7'-11" 0.024 7'-10" 7'-8" 7'-5" 7'-1" 0.024 8'-9" 8'-7" 8'-3" 8'-0" RF Fascia 0.018 3' 6' MAX 4' MAX 3' MAX MAX MAX 0.032 13'-3" 13'-3" 12'-9" 12'-5" 0.032 11'-6" 11'-6" 11'-0" 10'-9" 0.032 10'-6" 10'-6' 9'-2" 8'-10" 0.032 11'-2" 11'-2" 10'-10" 10'-9" 3x8 0.018 3' 6' 9' 4' 7' 9' 3' 4' 6' MAX 0.036 13'-11" 13'-11" 13'-6" 13'-3" 0.036 12'-3" 12'-3" 11'-9" 11'-6" 0.036 10'-10" 10'-10" 10'-5" 9'-1" 0.036 11'-8" 11'-8" 11'-3" 11'-2" All Others 0.018 3' 6' 9' 4' 7' 9' 3' 4' 6' MAX 40 0.018 7'-7" 7'-7" 7'4- 0'-0" 40 0.018 0'-0" 0'-0" 0,-00-0 40 0.018 V-7" 6-7" 5'-4" 0'-0" 40 0.018 6'-8" 6'-8" 6'-4" 0'-0" Dble 2x6.625 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX 0.024 9'-3" 9'-3" 8'-9" 0'-0" 0.024 8'-3" 8'-3" 7'-5" 0'-0" 0.024 7'-3" 7-3" 6'-11" 0'-0" 0.024 8'-1" V-1" T-9" 0'-0" RF Fascia 0.024 4' MAX MAX 6' MAX MAX 4' MAX MAX MAX 0.032 12'-2" 12'-2" 11'-9" 11'-7" 0.032 10'-6" 10'-6" 9'4" 0'-0" 0.032 9'-0" 9'-0" 8'-7" 0'-0" 0.032 10'-7" 10'-7" 9'-6" 0'-0" 3x8 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX 0.036 13'-0" 13'-0" 12'-6" 12'-4" 0.036 11'-3" 11'-3" 10'-10" 10'-8" 0.036 9'-3" 9'-3" 8'-10" 0'-0" 0.036 11'-0" 11'-0" 10'-9" 10'-7" All Others 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 V-0" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" Dble 2x6.625 0.032 4' 9' 13' 6' 10' 13' 4' 6' 9' 13' 0.024 0'-0" 0'-0" 0'4" 0'-0" 0.024 0'-0" 0'-0" 0'-0" 0'-0" 0.024 0'-0" 0'-0" 0'-0" 0'-0" 0.024 0'-0" 0'-0" 0'-0" 0'-0" RF Fascia 0.032 5' MAX MAX 7' MAX 5' MAX MAX MAX 0.032 0'-0" 0'-0" 0'-0" 0'-0" 0.032 0'-0" 0'-0" 0'-0" 0'-0" 0.032 0'-0" 0'-0" 0'-0" 0'-0" 0.032 0'-0" 0'-0" 0'-0" 0'-0" 3x8 0.032 6' 11' MAX 8' 12' 5' 8' 11' MAX 0.036 0'-0" 0'-0" 0'-0" 0'-0" 0.036 0'-0" 0'-0" 0'-0" 0'-0" 0.036 0'-0" 0'-0" 0'-0" 0'-0" 0.036 0'-0" 0'-0" 0'-0" 0'-0" All Others 0.032 6' 11' MAX 8' 12' 5' 8' 11'mAA TABLE 4.11 TABLE 4.12 TABLE 4.13 TABLE 4.14 Dble 2x6.625 0.036 4' 9' 13' 6' 10' 13' 4' 6' 9' 13' SINGLE SPAN TABLES NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN RF Fascia 0.036 5' MAX MAX 7' MAX 5' 7' MAX MAX 2.5" x6" Super Six (Multispan Detail N3, A 3.5"x12" Super 12 Mullis an) Detail D 2.5" x 12" Mark X (Mullis an) Detail B 2"x6" Flat Panel (MulUspan) Detail N2, C 3x8 0.036 6' 12' MAX 8' 13' MAX 6' V 11' MAX Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 1 (pst) in 140 120 130 140 (sf) (in) 140 120 130 140 (ps in 140 120 130 140 (pso (in) 140 120 130 140 10 0.018 8'-7" 8'-7" 8'4" 7'-9" 10 0.018 V-1" 6'-1" 5'-5" 5'-2" 10 0.018 V-8" V-8" 6'-3" V-0" 10 0.018 9'-7" 9'-7" 9'4" 9'-11" LIVE 0.024 10'-7" 10'-7" 9'-11" 9'4" LIVE 0.024 8'-8" 8'-8" 7'4" 7'-5" LIVE 0.024 V-10" 8'-10" 8'-3" 8'-0" LIVE 0.024 11'-7" 11'-7" 10'-10" 11'-11" 10' 0.032 13'-0" 13'-0" 12'-2" 11'-10" 5' 0.032 12'-3" 12'-3" 11'-2" 10'-9" 10' 0.032 11'-1" 11'-1" 10'4" 10'-1" 5' 0.032 12'-9" 12'-9" 12'-3" 13'-1" 12' 0.036 14'-2" 14'-2" 13'-3" 12'-10" 6' 0.036 13'-10" 13'-10" 12'-8" 12'-2" MAX 0.036 11'-5" 11'-5" 10'-8" 10'-4" 6' 0.036 13'-3" 13'-3" 12'-8" 13'-7" 20 0.018 7'-6" 7'-4" 7'-2" 6'-10" 20 0.018 V-11" V-11" 3'4" X-3" 20 0.018 5'-10" 5'-8" 5'-0" 5'4" .20 0.018 8'-0" 8'-3" 8'-0" 8'-6" LIVE 0.024 9'-4" 9'-1" V-10" 8'-5" LIVE 0.024 7'-1" 6'-10" 6'-6" 6'-0" LIVE 0.024 7'-9" 7'-7" 7'4" 7'4" LIVE 0.024 10'-3" 10'-0" 9'4" 10'-3" MAX 0.032 11'-6" 11'-2" 10'-11" 10'-5" 7' 0.032 10'4" V-11" 9'-7" V-11" 1 MAXI 0.032 9'-9" 9'-6" 9'-3" 8'-10" 8' 0.032 11'-9" 11'-7" 11'4" 11'-9" 0.036 12'-6" 12'-2" 11'-11" 11'4" 0.036 11'-9" 11'-4" 11'-0" 10'-3" 0.036 10'-1" 9'-10" 9'-7" 9'-1" 0.036 12'-3" 12'-0" 11'-10" 12'-3" 25 0.018 74" 7'-4" 7'4" V-10" 25 0.018 3'-11" 3'-9" 3'-6" 3'-3" 25 0.018 5'-8" V-8" 5'-4" 5'-3" 25 0.018 8'-3" 8'-3" 7'-10" 8'-6" 0.024 9'-1" 9'-1" 8'-8" 8'-5" 0.024 V-10" 6'-10" 6'-3" 6'-0" 0.024 7'-7" 7'-7" 7'-2" 7'4" 0.024 10'-0" 10'-0" 9'4" 10'-3" 0.032 11'-2" 11'-2" 10'-8" 10'-5" 0.032 V-11" V-11" 9'-3" 8'-11" 0.032 9'-6" 9'-6" 9'-0" 8'-10" 0.032 11'-7" 11'-7" 11'-2" 11'-9" 0.036 12'-2" 12'-2" 11'-7" 11'4" 0.036 11'4" 11'4" 10'-7" 10'-3" 0.036 9'-10" 9'-10" 9'11" 9'-1" 0.036 12'-0" 12'-0" 11'-8" 12'-3" 30 0.018 7'-0" 7'-0" 6'-8" 6'-6" 30 0.018 X-8" 3'-6" 3'-3" 3'-1" 30 0.018 5'4" 64" 4'-7" 4'-5" 30 0.018 7'-10" 7'-10" 7'-6" 8'-0" 0.024 V-8" V-8" 8'-3" 8'-1" 0.024 6'-3" 6'-3" 5'-10" 5'-7" 0.024 7'-2" 7'-2" V-10" 6'4" 0.024 9'-6" 9'-6" 9'-1" 9'-9" 0.032 10'-8" 10'-8" 10'-2" 10'-0" 0.032 9'-3" 9'-3" 8'-8" 8'-5" 0.032 9'-0" 9'-0" 8'-8" 8'-5" 0.032 11'-2" 11'-2" 10'-10" 11'-4" 0.036 11'-7" 11'-7" 11'-1" 10'-10" 0.036 10'-7" 10'-7" 10'-0" 9'-8" 0.036 9'-4" 9'-4" V-11" 8'-8" 0.036 11'-8" 11'-8" 11'-3" 11'-10" 40 0.018 6'-4" 6'-4" 6'-1" 6'-0" 40 0.018 V-2" 3'-2" 2'-11" 0'-0" 40 0.018 4'-6" 4'-6" 4'4" 0'4" 40 0.018 7'-2" 7'-2" V-11" 7'4' 0.024 7'-11" 7'-11" 7'-7" 7'-6" 0.024 5'-5" 5'-5" 4'4" 0'4" 0.024 V-7" 6'-7" 6'4" 6'4" 0.024 8'-9" 8'-9" 8'-5" 8'-11" 0.032 9'-9" 9'-9" 9'-5" 9'4" 0.032 8'-2" 8'-2" 7'4" 7'-6" 0.032 8'-3" 8'-3" 7'-11" 7'-10" 0.032 10'-7" 10'-7" 10'4" 10'-9" 0.036 10'-8" 10'-8" 10'-3" 10'-1" 0.036 9'-5" 9'-5" 8'-11" 8'-8" 0.036 8--6-- 8'-6" 8'-2" 8'-1" 0.036 11'-0" 11'-0" 10'4" 11'-2" 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'-0" 0'4" 0'4" 60 0.018 0'-0" 0'-0" 0'-0" 6'-4" 0.024 0'-0" 0'-0" 0'-0" 0'-0" 0.024 0'-0" 0'-0" 0'-0" 0'4" 0.024 0'-0" 0'-0" 0'4" 0'4" 0.024 U-0" 0'-0" 0'-0" 7'-8" 0.032 0.036 0'-0" 0'4" 0'-0" 0'4" 0'-0" 1 0'-0" 0'4" 0'-0" 0.032 0.036 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0.032 0.036 0'-0" 0'4" 0'-0" 0'-0" 0'-0" 0'-0" 0'4" 0'-0" 0.032 0.036 U-0" 0'4" 0'-0" 0'-0" 0'-0" 0' 9'-6" ICC ESR1398 (2012 IML090013 IAULt 4.16 Page 23 IM 4.11 FABLE 4.18 All Others0.036 6' 12' MAX 9 13' MAX 6' 9' 12' MAX 'MAX' means the maximum possible tributary width Minimum number of screws is on per panel MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS FOR PANFUHEADER COMBINATIONS Tahle 4.10 Panel # of #14 screws PER FOOT to attach panel to header Headers Gauge 1 I 2 I 1 I 2 I 3 1 2 3 1 4 (in) 115 mph Exp B 115 mph Exp C 140 mph Exp C Dble 2x6.625 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' 4' MAX MAX 3x8 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' All Others 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' Dble 2x6.625 0.024 5' 10' 4' 7' 11' 3' 5' 8' 10' RF Fascia 0.024 5' MAX Z 4' MAX MAX 3' 5' MAX MAX 3x8 0.024 5' 10' 4' 7' 11' 3' 5' 8' 10' All Others 0.024 5' 10' MAX 4' 7' 11' 3' 5' 8' 10' Dble 2x6.625 0.032 6' 12' MAX . 4' 8' 13' 3' 6' 9' 11' RF Fascia 0.032 6' MAX MAX 5' MAX3' 6' MAX 3x8 0.032 7' 14' MAX 5' 10' 15' 3' 7' 10' 13' All Others 0.032 7' 14' MAX 5' 10' 15' 3' 7' 10' 13' Dble 2x6.625 0.036 6' 12' MAX 4' 8' 13' 3' 6' 9' 11' RF Fascia 0.036 6' MAX MAX 5' MAX MAX 3' 6' MAX MAX 3x8 0.036 8' MAX MAX 6' 11' MAX 4' 7' 11' MAX All Othersl 0.036 8' 1 MAXI MAX 6' 11' 4' 8' 11' MAX shun COVER 6 D PnST 4LP6rIMRS FnR Penn AMn rnMMFRr181 rnVFRS IM 115 Maw WIMn ARFAS TABLE 5.1 .042'76"x8" Box Beam Detail N30 Double 0.042" x3")6" Beam (Detail N25) Double 0.04D")Q'76.625" Beam Detail N25 11'-1" Attached Freestanding or 24 Attached Freestanding or 16'-2- Attached Freestanding or 26 28 Structure Mullis an Units B Structure Multis n Units 27 SWcture Multis an Units GROUND TRIG POST POST MAX 20 24 MAX POST LENGTH MAX 14'-11" B MAX POST LENGTH MAX 27 29 MAX POST LENGTH SNOW WIOTH SPACING REO'D POST MIN FOOTER 6 ' 10' I 17 POST MIN FOOTER 6 I 10' I 17 POST MIN FOOTER 8' I 10 ' 17 LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOT SPACING POST SIZE CONSTRAINED FOOTE (PSF) 21 (FT) SLAB (FT) TYPE -Cr `d "d "d (FT) TYPE -Cr 'd 'd "d (FT) TYPE 'd "d 'd "d 27 5 13'-7' A 6-2" Ih) (h) (h) (IN 23 24 (in) N) (in) (In) C 24 (in) (hl (In) fin) 10 3 27$' A 11'-1" A 20 24 26 27 16'-2- B 22 26 28 29 14'$' B 21 26 27 28 LNE 3.5 19-5" A 10-2" A 20 24 25 26 14'-11" B 23 26 27 29 174" B 22 25 27 28 LOAD 4 1T-0" A 91" A 20 23 25 26 13'-11" 8 23 25 27 28 175" B 22 25 26 28 ONLY 4.5 16'-1" A 6-8" A 21 23 24 26 17-0" C 24 25 27 28 11'3` 8 23 24 26 27 5 13'-7' A 6-2" A 21 23 24 25 17.3" C 24 25 26 28 11'-1' B 23 24 26 27 6.6 17-0" A T$" B 21 22 24 26 11'$" C 24 24 26 27 10S 8 24 24 25 27 6 11'-4" A 7-3" B 21 22 23 25 71'-1" D 25 25 26 27 101-0" C 24 24 25 26 8.5 10-5" A 6-11" B 22 22 23 26 10-7' D 25 25 25 27 9.7" C 24 24 25 26 7 9'4r A 6-r B 22 22 23 24 /9-r D 25 25 25 26 9-2" C 24 24 25 26 7.5 9-1" A 63" B 22 22 23 24 0-8" D 25 25 25 26 8'-10" D 25 25 25 20 8 81S A 6-0` B 22 22 23 24 94" D 26 26 26 26 6S 0 25 25 25 26 8.6 81-0" A S-9' B 22 22 22 24 91-0" D 26 26 26 26 13" D 25 25 25 25 9 TS A SE' B 22 22 22 23 8'-9" D 26 26 26 26 T-11" D 25 25 25 25 115 MPH EXPOSURE B 9.6 T -r A 5'3" 8 23 23 23 23 6S D 26 26 28 26 T$" D 25 25 25 25 T-5' 10 6-0" A S-1" B 23 23 23 23 9-2" 0 26 26 26 28 TS D 26 28 26 26 B 11 6-2" A 4'-9" B 23 23 23 23 T$e D 27 27 27 27 TA` D 26 28 26 26 18 12 6$" A 4'-S B 23 23 23 23 T3' E 27 27 27 27 6'-S' D 26 26 26 26 22 13 5'-r A 4'-r B 23 23 23 23 5-71' E 27 27 27 27 6S" D 27 27 27 21 10 3 274' A 10-1" A 21 26 27 29 14'-11" B 24 28 30 31 13'4" B 23 27 29 31 LIVE 3.5 195" A 93' A 22 26 27 28 13'$' B 25 28 29 31 173" B 24 27 29 30 LOAD 4 1T -W A 9S A 22 26 26 28 12'-9" C 25 27 29 30 11'.5" B 24 27 28 30 ONLY 4.5 15'-1" A T-11" B 23 24 26 27 11'-11" C 26 27 28 30 10-8' 8 25 26 28 29 5 17-7" A 7'S" 8 23 24 26 27 1113" D 26 26 28 30 10-2" C 25 26 27 29 5.5 174" A 6-17" B 23 24 25 27 10$" D 27 27 28 29 9-7' C 26 26 27 29 6 11'4" A 6$' B 23 24 25 26 10-1" D 27 27 27 29 W -r D 26 26 27 28 e.6 10-5" A 6-2` B 23 23 25 28 9$" D 27 27 27 29 6-9" D 26 26 27 28 7 91-8" A 6'-11" 8 24 24 25 26 93' D 27 27 27 28 6-5" D 27 27 27 28 7.5 9-1" A 6-7" 8 24 24 24 26 8'-10" D 28 28 28 28 6'-1" D 27 27 27 28 a I.,. A 5'4" 8 24 24 24 25 81$" D 28 28 28 28 T-9" 0 27 27 27 27 8.6 6-0" A 6'-1" B 24 24 24 25 8'-2" D 28 28 28 28 TS D 27 27 27 27 9 7'S A 4'-11" B 24 24 24 25 T-11" D 28 28 28 28 T-3" D 28 28 28 28 115 MPH EXPOSURE B 9.5 T -r A 4'$` B 24 24 24 25 T$" E 29 29 29 29 T-0` D 28 28 28 28 T-5' 10 6$" A 4'S a 24 24 24 25 71-5` E 29 29 29 29 6.10" 0 28 28 28 28 B 11 6-7' A 4'-r B 26 25 25 25 6-11" E 29 29 29 29 65" D 28 28 28 28 18 12 5'4" A 7-11" 8 25 25 25 25 6S E 29 29 29 29 6-1' E 29 29 29 29 22 13 5'--A A 3'-W 8 25 25 25 25 6.2" E 30 30 30 30 6'-9" E 29 29 29 2B 20 3 11'-10' A 947 A 18 23 25 26 13'4" B 21 25 27 28 17.0" B 20 25 26 27 LNE 3.6 10-r A 8'-r A 19 23 24 25 173" C 21 25 26 28 11'-1' B 21 24 26 27 LOAD 4 6-11" A T$" 8 18 22 24 26 111-5" C 22 24 26 27 103" C 21 24 25 27 ONLY 4.5 T-11" A 6.11" 8 19 22 23 25 19$' 0 22 24 25 27 9-7" C 21 23 25 28 5 T-1" A 6$" B 19 22 23 24 10-0` D 22 24 25 26 94" C 22 23 25 26 5.5 6S A 6-1" B 20 21 23 24 9S D 23 23 25 26 6-r D 22 23 24 26 6 5-11" A 5'$" B 20 21 22 24 9-0" D 23 23 26 26 6-2" D 22 23 24 25 6.5 6'-5" A 5'S" B 20 21 22 23 6-r 0 23 23 24 26 7'-10" D 23 23 24 25 7 5'-1" A S-1" B 20 21 22 23 8'-7 D 23 23 24 25 TS` D 23 23 24 25 7.5 4'-9" A 4'-10" a 20 20 22 23 7-101 D 24 24 24 26 7'-7 D 23 23 23 25 8 4'S A 4'-T' 8 20 20 21 23 T$e D 24 24 24 25 6-11' 0 23 23 23 25 8.5 4'-2" A 4'S' B 20 20 21 23 T -r E 24 24 24 25 6-5" D 23 23 23 24 9 7-11" A 4'-2" B 20 20 21 22 6.11" E 24 24 24 25 6.5" D 24 24 24 24 115 MPH EXPOSURE B 9.6 3'S" A 4'-0' B 21 21 21 22 6$" E 24 24 24 24 6.2" D 24 24 24 24 T-5' 10 7$` A T-10" B 21 21 21 22 6S" E 24 24 24 24 64D 24 24 24 24 B 11 7-r A 3'-7- B 21 21 21 22 6-V E 25 25 25 1 25 S3' E 24 24 24 24 18 12 7-11" A 3'4` B 21 21 21 22 S-8" E 25 25 25 25 54' E 24 24 24 24 22 13 7$" A T-1" B 21 21 21 21 SS E 25 25 25 25 W.I. E 25 25 25 26 30 0.042'7G" x8" Box Beam Detail N30 Double 0.042"x3'76" Beam (Detail N25) Double 0.040x2'76.625" Beam Detail N25 TABLE 5.1 Attached Freestanding or Attachetl Freestanding or Attached Freestanding or 18 Structure Multis an Units Structure Multis an Units SWcture Multis an Units GROUPS) TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POET LENGTH SNOW WIDTH SPACING REO'D POST MIN OOTE 8' I 10 I 12' POST MIN DOTE 8' 1 10 I 17 POST MIN OOT 8' I 10' ( 17 LOAD (FT) ON SLAB FOR I SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACI POST 612E CONSTRAINED FOOTS (PSF) IFr) SLAB (FT) TYPE "d "d "d "d (FT) TYPE `d V "d "d (FT) TYPE 'd 'd- 'T ed 27 (in) (h) (in) (in) (N) (In (E1) (h) M) (W (h) (M) 30 3 94r A T-10" 8 18 23 24 25 17-T C 20 25 26 26 11'3' B 20 29 28 27 3.5 8'-7' A T-7" 8 18 22 24 25 11'-6' D 21 24 28 27 105" C 20 24 25 27 4 T-1` A 6-11" B 18 22 23 25 10.8" D 21 24 25 27 9-8" C 21 23 25 26 4.5 6-0" A 6S" B 19 22 23 24 10-0" D 22 24 25 26 9-0" D 21 23 25 26 6 5'4B" A 6'4" B 19 21 23 24 9-0" 0 22 23 25 26 8'$" 0 21 23 24 26 5.5 5'-7' A 5'-7" B 19 21 22 24 6.10" D 22 23 24 28 9-1" D 22 23 24 25 6 4'-9` A 5'-3" 8 19 21 22 23 6-0" D 22 23 24 25 T-8" D 22 22 24 25 6.6 4'-0" A 4'-11" B 19 20 22 23 e'-0" D 23 23 24 25 T4" D 22 22 24 25 7 4'-1' A 4'$' B 20 20 22 23 T -T E 23 23 24 26 T$' D 22 22 23 25 7.5 3'-9" A 4'S' B 20 20 21 23 T3" E 23 23 23 25 6S D 22 22 23 24 8 31S A 4'3" B 20 20 21 22 6-11" E 23 23 23 25 6-5" D 23 23 Z3 24 8.5 7-0' A 4'-0' B 20 20 21 22 8'$" E 23 23 23 24 6-1. 1 E 23 23 23 24 9 T -r A 7-10' B 20 20 21 22 6S E 24 24 24 24 6-0" E 23 23 23 24 115 MPH EXPOSURE B 9.5 7.0' A 7$" B 20 20 21 22 6-7' E 24 24 24 24 447 E 23 23 23 24 30 3 94r A T-10" 8 20 24 26 27 11'-10" D 23 27 28 30 101-W C 22 26 28 29 3.5 6-2" A T-1" B 20 24 26 27 10-10' 0 23 26 28 29 9'-10' C 22 28 27 29 4 r-1" A 6S B 20 23 25 26 10-i" D 23 26 27 29 9-1" D 23 25 27 28 4.5 64" A 6-0" B 21 23 25 26 94" D 24 25 27 28 8'$" D 23 25 26 28 5 S$' A 5'-T B 21 23 24 28 8'-1L7" D 24 25 27 28 8'-0" D 23 25 28 28 5.6 S -r A S -r B 21 22 24 25 V-3" 0 24 25 28 28 r-7" D 24 24 26 27 6 4'-9' A 4'-10" 8 21 22 24 25 T-10" E 25 25 26 27 T -r D 24 24 20 27 6.5 4'4" A 4'-T' B 21 22 23 25 TS" E 25 25 28 27 8'-10" D 24 24 25 27 7 4'-1" A 4'-0" B 21 22 23 24 7"-1" E 25 25 25 27 6'-7" D 25 25 25 26 7.6 3'4" A 4'-1" B 21 21 23 24 6.9" E 25 25 25 27 63" E 25 26 25 28 8 7$" A 7-11" B 22 22 23 24 6S E 28 26 26 26 6-0" E 25 25 25 28 8.6 7-0" A 3'4r C 22 22 23 24 63" E 28 26 26 26 6'-10" E 25 25 25 26 9 7-2' A 3'S C 22 22 22 24 6.0" E 26 28 28 28 T-7" E 25 25 25 26 115 MPH EXPOSURE B 9.6 7-0" A 1 7-0" 'I C 1 22 22 22 1, 23 6-0" I E 1 26 26 26 26 6'S" E 25 26 25 25 40 3 rn 2"�uacc A r-0" m Bu mr 19 ..a 24c c 26 27 10-8" D 22 26 28 29 9$" C 21 26 27 29 3.5 6-r A 64" 8 19 23 25 26 9-10' D 22 26 27 29 B'-11" 0 22 26 27 28 4 514" A 6'-9" B 19 23 24 26 0.1" D 23 25 27 28 8'3" D 22 25 26 28 4.5 4'-9" A 6'-3" B 20 23 24 25 8'S" D 23 25 26 28 T$" D 22 24 28 27 5 4'4" A 4'-11" B 20 22 24 25 7'-10" E 23 24 26 27 1.3" 0 23 24 28 27 5.5 7-11' A 4'$' B 20 22 23 25 TS" E 24 24 26 27 8'-10` D 23 24 25 27 6 7-7" A 4'3" B 20 22 23 24 T-0" E 24 24 25 27 6S D 23 23 25 26 6.6 74" A 4'-0" B 20 21 23 24 6$" E 24 24 25 27 6-2' E 23 23 25 26 7 7-1' A 3'-9" B 20 21 23 24 64" E 24 24 25 28 5'-10" E 24 24 25 26 7.6 7-10" A 3'S C 20 21 22 24 64" E 24 24 26 26 6'-T E 24 24 24 28 B 748` A 3'4" C 21 21 22 23 5'-9' E 25 25 25 28 6'S" E 24 24 24 25 8.5 7S A 3'-r C 21 21 22 23 6S E 25 25 25 26 5'-r E 24 24 24 25 9 74' A 3'-17 C 21 21 22 23 S3' E 25 25 25 25 5'41' E 24 24 24 26 115 MPH EXPOSURE B 40 3 T -r A T-5' B 17 22 24 25 11'3" D 20 24 26 27 3.5 6-2' A 6$" B 17 22 23 24 104" D 20 24 25 27 4 5'-6* A 6'-1' B 18 21 23 24 941, D 20 23 25 26 4.5 4'-9" A 5'J" B 18 21 22 24 9'-10"D 21 23 24 26 �pFESS/p 5 4'4" A 5'-2" B 18 21 22 23 814" D 21 23 24 25 OQ -pU 5.5 7.11' A 4'-/0` B 10 20 22 23 7'40" D 21 22 24 26 C 6 T-7" A 4'S B 18 20 21 22 7'-6" E 22 22 24 25 Z 6.5 3'4" A 4'3" B 18 20 21 22 7'-0" 6 22 7 3'-1' A 4'4" B 19 20 21 22 5.41. E ,� p7.5 7-10' A 7-10` B i8 18 2122 6V" 8 v.18 7-" A 3'-7- 8 1919 21 22 04"2y015 *2M 8.57$" A 7S C t9 19 20 22 61-10" CQ9 74" A 3'3" C 19 19 20 21 6'.T" 11 2 3 71 � J� ►Y/ -,OCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 24 of 66 �-/JVD SEP SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 116 MPH WIND AREAS TABLE 5.1 0.042')IVW* Box Beam (Detail N30) Double 0.042"X3')8" Beam (Detail N25) I Double 0.04W)0 6.625" Beam (Detail N25 8'4" Attached Freestanding or Attached Freestanding or 26 Attached Freestanding or C 23 Structure Multispan Units Structure Multispan Units 11'-3" Structure Multispan Units GROUND TRIB POST POST MAX 10'-7 MAX POST LENGTHMAX T-7" B MAX PO ST LENGTH MAX 28 27 MAX POST LENGTH SNOW WIDTH SPACING REOD POST MIN FOOTER 6 I 10' I 17 POST MIN FOOTER S. I 10 ' 17 POST MIN FOOTER 6 I 10 ' 17 LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOO SPACING POST S� CONSTRAINED FOO (PSF) 23 (FT) SLAB (FT) TYPE 'd "d I "d I "d (FT) TYPE "d "d I "d 'd (FT) TYPE 'd 'd "d I "d 26 1016" D 24 26 27 (I-) (In) (in) (In) 6-0" (in) (In) (In) (N) 25 27 M) (in) ()n) (In) or 130 MPH 20 3 11'-10" A 8'4" A 20 25 26 28 17-7" C 23 27 29 30 11'-3" B 22 26 28 30 LIVE 3.5 10'-7 A T-7" B 20 24 28 27 1116' D 23 27 28 30 1015" C 23 26 28 29 LOAD 4 8'-11" A 6'-11" B 21 24 25 27 10'4" D 24 26 28 29 04" C 23 26 27 29 ONLY 4.6 r-11" A 65" B 21 23 25 26 1016" D 24 26 27 29 6-0" D 24 25 27 28 4' 5 T-1" A 6-0" B 21 23 25 26 914" D 25 25 27 28 8'4" 0 24 25 26 28 5.5 6S A 5'-71 B 21 23 24 26 6-10" D 25 25 27 28 64' D 24 25 26 28 6 5'-11" A 6J" B 22 22 24 25 64' D 25 25 26 28 T4" D 25 25 26 27 6.5 51S" A 4'-11" B 22 22 24 25 81-0" 0 26 26 26 27 7`4" D 25 25 26 21 7 5'-1" A 4'6" B ' 22 22 23 25 7'-r E 26 26 26 27 r4r D 25 25 25 27 7.5 4'4' A 4'S" B 22 22 23 25 rJ' E 26 26 28 27 6.8' D 25 25 25 27 8 4'S" A 4'J" B 22 22 23 24 6.11" E 26 26 26 27 6S D 25 25 25 26 8.5 4'-2" A 4'.W 8 22 22 23 24 6-8" E 25 26 26 27 B -r D 26 26 26 26 9 7.11" A T-10' B 22 22 23 24 6'-5" E 27 27 27 27 6-0" E 26 26 26 26 9.5 3'4" A T-8" B 22 22 22 24 (r-2" E 27 27 27 27 64" E 26 28 26 26 10 3'S A 3'S 8 22 22 22 24 6-0" E 27 27 27 27 S -r E 26 26 26 26 11 1 3'-2" A I 3'-3" I C 23 1 23 1 23 1 23 11 5'-T 1 E 1 27 1 27 1 27 1 27 11 V-3' 1 E 1 27 1 27 1 27 1 27 )SURE B 25 3 11'4" A 6-0" A 18 23 25 % 13'4" C 21 25 27 28 17-0' B 20 25 26 27 D 3.5 04" A 6-2' A 19 23 24 25 173" C 21 25 26 28 11'-1" B 21 24 28 27 09.w 4 81S A TS B 19 22 24 25 11.5 D 22 24 26 27 10.3' C 21 24 25 27 6.5 4.5 r4" A 6-11" B 19 22 23 25 104" D 22 24 25 27 0-r C 21 23 25 26 4' 5 6'-9" A 61.6" 8 19 22 23 24 106" D 22 24 25 26 0-1" D 22 23 25 26 5.5 6'-2" A 6-1" 8 20 21 23 24 64" D 23 23 25 26 6-r D 22 23 24 26 6 514" A 64" B 20 21 22 24 0-0' D 23 23 2S 26 8'-21 D 22 23 24 25 6.5 6'-7' A T -S' B 20 21 22 23 8'-r D 23 23 24 26 7'-10' D 23 23 24 25 7 4'-10" A 6-1" B 20 21 22 23 8'-21 D 23 23 24 26 T4' D 23 23 24 25 7.5 4'S A 4'-10' B 20 20 22 23 T-10" D 24 24 24 25 T -r D 23 23 23 25 8 4'-3" A 4'-r B 20 20 21 23 TS E 24 24 24 25 6-11" D 23 23 23 25 8.5 4'-0" A 4'S' 8 20 20 21 23 T-2" E 24 24 24 25 64" 0 23 23 23 24 9 T-8" A 4'-2' 8 20 20 21 22 6.11" E 24 24 24 25 6S D 24 24 24 24 9.5 1 7-7* 1 A 1 4'4' 1 B 21 1 21 21 22 64' I E 1 24 1 24 1 24 24 6-r E 24 24 1 24 1 24 115 MPH EXPOSLRE C or 130 MPH EXPOSURE B 25 3 11'4" A 8.4" A 20 25 26 28 17-r C 23 27 29 30 111-3" B 22 28 28 30 D 3.5 64" A 7.4. B 20 24 26 27 11'4" D 23 27 28 30 101-5' C 23 26 28 29 09.w 4 8'4r A 6.11' 8 21 24 25 27 104" 0 24 26 28 29 04' C 23 26 27 29 6.5 4.5 TS A 6'S" B 21 23 25 26 1014" D 24 26 27 29 Ir -T D 24 25 27 28 4' 5 6'-9" A 041" B 21 23 25 26 9'4" D 25 25 27 28 64r D 24 25 26 28 5.5 6-2" A 5'-7* B 21 23 24 26 6-10" D 25 26 27 28 6-1" D 24 25 28 28 6 6.4' A 63' 8 22 22 24 25 8'4" D 25 25 26 28 TF D 25 25 26 27 6.5 6-2" A 4'-11" B 22 22 24 25 6-0" E 28 25 26 27 T-0' D 25 25 26 27 7 4'-10" A 4'4" B 22 22 23 25 T -r E 26 26 26 27 rS D 25 25 25 27 7.5 4'S A 4'S' B 22 22 23 25 T-3" E 26 26 26 27 6$' D 25 25 25 27 8 4'-3" A V_r B 22 22 23 24 6.11" E 26 26 28 27 6-51 D 25 25 25 26 8.5 4'-0" A 4'-W B 22 22 23 24 64' E 28 25 28 27 6-r E 26 26 26 28 9 T -W A 7-10' B 22 22 23 24 6S E 27 27 27 27 W -Ir E 26 28 26 28 9.5 3'-7" A 3'4' C 22 22 22 24 6-r E 27 27 27 27 6-W E 26 26 28 26 10�' 3'4" A 3'S C 22 22 22 24 6-0" E 27 27 27 27 6'-T E 28 28 28 28 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 PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1 ICC ESR1398 (2012 IBC) 9/29/2013 115 MPH 60 0.042')0"x8" Box Beam Detail N30 Double 0.042")0";G" Beam (Detail N25) Double 0.040k0x6.625" Beam Detail N25' TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or 16 Structure MdUspan Units Structure Multispan Units Structure Mullis an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQ'D POST MIN I 10 I 17 POST MIN Or 8' I 10 117 POST MI11TE 6 I 10 I 77 LOAD (FT) ON SLAB FOR I �OOTEF6 SPACING POST CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOO PACI POIZE CONSTRAINED FOOTER (PSF) (FT) SLAB (FT) TYPE "d 'd 'd "d (F7) TYPE 'd "d "d 'd (FT) TYPd "d "d 'd00 25 D (In) (in) (In) IN (in) (in) (in) 115 MPH 60 3 4'-10" A 64" B 16 21 22 24 0-1" D 18 23 25 26 6J" D 18 23 24 25 D 3.5 r -T A S -r B 16 21 22 23 6J" D 19 23 24 25 r-7" 0 18 22 24 25 09.w 4 3'-7' A 4'4" B 18 20 22 23 T -r E 19 22 24 25 T -W D 18 22 23 25 6.5 4.5 T -T A 4'J" B 78 20 21 22 r w E 19 22 23 25 64" D 19 22 23 24 4' 5 7-11" A Y-11" B 16 20 21 22 6'-7" E 20 22 23 24 6-1" E 19 21 23 24 5.5 7-7- A 04" 8 17 19 21 22 6-r E 20 21 23 24 514" E 19 21 22 24 6 7-51 A 3'4" C 17 19 20 22 S-9" E 20 21 22 24 5'-5" E 19 21 22 23 6.5 7-7' A 3'-T C 17 19 20 21 SS E 20 21 22 23 5'-Z' E 20 21 22 23 7 7-1' A 2'-11^ C 17 19 20 21 5'-T E 20 21 22 23 4'-11' E 20 20 22 23 7.5 1'-11" A 74" C 77 78 20 21 4'-11" E 20 20 22 23 4'4" E 20 20 22 23 8 1'-9' A 7-r C 17 18 20 21 4'4" E 20 20 22 23 4'S" E 20 20 21 23 8.5 1'4" A ZS C 17 18 19 21 4'S E 20 20 21 23 4'-3" E 20 20 21 22 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 60 3 4'-10' A V-9' B 18 23 24 26 9'-1" D 21 25 27 28 6J" D 20 25 28 28 D 3.5 4'-7' A 6-2* B 18 22 24 25 8"r E 21 25 26 28 T-7" D 20 24 26 27 09.w 4 3'-71 A 4'S" a 18 22 23 25 T -T E 21 24 26 27 7-0" D 21 24 25 27 6.5 4.5 T -r A 4.3" B 18 22 23 24 r -w E 22 24 25 27 64" D 21 23 25 28 4' 5 7-11" A T-11" 0 19 21 23 24 6-7" E 22 24 25 26 6-1" E 21 23 25 28 5.5 7.7" A 3'4" C 19 21 22 24 6-r E 22 23 25 26 6-0" E 22 23 24 26 6 ZS" A 314" C 19 21 22 23 5'-9" E 22 23 24 26 51S" E 22 23 24 26 6.5 7-2* A 3'-T C 19 20 22 23 SS F 23 23 24 26 V -r E 22 22 24 25 7 7-1' 1 A I 7-11" C 1 19 1 20 1 22 1 23 1 5'2- 1 F 1 23 1 23 1 24 1 25 1 4'-11" 1 E 1 22 1 22 1 24 1 25 OVER- Post Description Max POST Detail Hgt Code TABLE 52 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 9 A Ac 0.042'X0"x8" Aluminum Post 10' HANG N3o 0.024")G")WPost with Side lat 11' B PROJECTION OF SINGLE SPAN STUCTURES (FT) Clover 0.03076'X3" Alum 11' C N11. AH Clover 0.040'X0%0" Alum 11' D (FT) 6 T 8' B 10 11' 17 /13'1 14' 15' 16 1T 10 10 20 21' 27 0,13' 16 3.5' 4' 4.6 S 5.6 6 7' 7.5' 8' 8.5' 09.w 15' 10 10.5 /1' I.j 3.6 4' 4.5' S. �6�.5'1 6.5' 6' 6.6 i') 7.5' 8' BS 6 9.S 10 10.5' 11' 11.5 7 Na Ne Na 6.5 6 6.6 T 7.6 S' 8.5' 9' 9.5' 10 10.5' 11' 11.5' 17 3' Ne Na Na Na Ne Na Ne 8' 8.5' 0 9.5' 10 10.5' 11' 11.5' 17 12.5 4' Ne Na Ne Ne Na Na Na Na Na Na Ne 10.5' 11' 11.5 17 12.5 13' TABLE 5.3 Post Requirements for Attached Single Sp an Structures Post Description Max POST Detail Hgt Code Twin 0.060'k1.5"x1.5" Scroll 9 A Ac 0.042'X0"x8" Aluminum Post 10' B N3o 0.024")G")WPost with Side lat 11' B N16, BK Clover 0.03076'X3" Alum 11' C N11. AH Clover 0.040'X0%0" Alum 11' D N71, AH Colonial 0.062" Extruded 12' E AE 0.041')0"X3" Steel Clover 11' F N11. AH 0.041"X3')0" Steel Clover 8' G N11. AH 3/16')3"X0" Steel Square 16 H N77, AG 3/16'X0")6" Steel S uare 12' 1 N77. AG 3/16'k4"x4" Steel Square 15' J N77. AG 3/16";)6 Steel Square 15' K m7, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.1 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1 -N35 orA-BM) TABLE SA Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height I POST Code Detail # 0.041")G'5 0" Steel Clover d= 20" 9 B IN11, AH 0.041')0"X0" Steel Clover d= 21" V B N11, AH 3/16')0"X3" Steel Square d= 29" 14' E N17, AG 3/16')0')0" Steel Square d= 32" 8' F N17 AG 3/16"x4"x4" Steel Square d= 35" 14' F N17, AG 3/16"x4'5W Steel Square d= 38" 9 F N77 AG 3/16")&IS' Steel Square d= 41" 16 G N17, AG 3/16 6" xii" Steel Square d= 46" 15' 1 N17, AG Amerimax Exterior Home Products 28921 US Hwy 74 / Romoland, CA 92685 Carl Putnam P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cariaublaniWomcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 1 Page 25 of 66 OCT 02 2013 SALID CAVER 5.0 PAST SPAr1MrS FAR PATIA Akin rnMMPRrIAI rAVFR4 IM 116 5dpu irdimn AREAS TABLE 5.6 5.5" Eldfuded Fascia Detail L California Extruded FasGa Detail G) 0.041"161"10" Steel Cloverleaf (Detail W 17.7" Attached Freestanding or 20 Attached Freestanding or 175" A or 20 20 Structure Multis n Units A SWcture Multis an Units 22 23 Multis an Units ROUND TRIB POST POST MAX 21 21 MAX POST LENGTH MAX 1114" A MAX POST LENGTH MAXMAX 21 21 PO ST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER 5 I 10' I 17 POST MIN FOOTER 5 1 101 1 17 POST 21 jAttachedFreestanding B' I 101 I 17LOAD A (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTS SPACING 15'-1" A CONSTRAINED FO OTE(PSF) 8 22 (FT) SLAB (FT) TYPE "d' 'd' "d" "d" (FT) TYPE "d' "d' "d" 'd" (FT) 21 21 "d"'d''d'(11) 22 5 13'-7" A e' -Y B (In) (lo) (m) 22 22 (In) (In) (in) (in) B 22 22 (h) (tri) ( 10 3 274' A 17.7" A 20 20 22 23 175" A 20 20 20 22 101-9' A 19 21 22 23 LIVE 3.5 19'-5" A 11'4" A 21 21 21 22 1114" A 21 21 21 21 WAX A 20 20 22 23 LOAD 4 1T4" A 101-7" B 21 21 21 22 101-5" A 21 21 21 21 9-1" A 20 20 21 22 ONLY 4.6 15'-1" A 8'-10' 8 22 22 22 22 94' B 21 21 21 21 81S A 21 21 21 22 5 13'-7" A e' -Y B 22 22 22 22 9'-0' B 22 22 22 22 T-11" A 21 21 21 22 5.5 17.4" A 8'-7" B 22 22 22 22 8'-6" B 22 22 22 22 TS A 21 21 21 22 8 11'4" A 8'-2" B 22 22 22 22 8'-0' 8 22 22 22 22 T-1" B 21 21 21 22 8.5 10.5" A 7"4" B 22 22 22 22 T4" B 22 22 22 22 54" 8 21 21 21 21 7 9'-8" A 7-4" 8 23 23 23 23 T -Y B 22 22 22 22 S-6" B 22 22 22 22 7.5 01-1" A T-0" 8 23 23 23 23 5-/0" 8 23 23 23 23 5-1" B 22 22 22 22 8 8'4r . A SS B 23 23 23 23 SS B 23 23 23 23 SAW B 22 22 22 22 8.6 8'4" A 5S" 8 23 23 23 23 6'-3" B 23 23 23 23 5'-7" B 22 22 22 22 97'S T4" A S-1" 8 23 23 23 23 S 4" 8 23 23 23 23 SS" B 22 22 22 22 9.5 T -Y A 5'-11" B 23 23 23 23 5'-9" B 23 23 23 23 5-2" B 22 22 22 22 19 10 S-0" A 5'4" 8 23 23 23 23 514" B 23 23 23 23 5-0" 8 23 23 23 23 11 5-2" A 513" B 24 24 24 24 5'-Y 8 23 23 23 23 4'4" B 23LUELd 25 25 25 19 19 12 54" A 4'-11" C 24 24 24 24 4'-10" B 24 24 24 24 4'S' B 2313 25 25 25 V C� 13 S -Y A 4-" C 24 24 24244'4'C 28 7-11' C 2424 26 24 24 4'-Y B23 25 25 25 25 10 a 27.8" A 1114" A 22 22 23 24 111 4' A 22 22 22 23 8'-10" A 21 22 24 25 LVE 3.5 9'4 1" A 1014" 8 23 23 23 24 101-3" 8 23 23 23 23 01-0" A 22 22 23 24 LOAD 4 1T4" A 01-7" B 23 23 23 24 01-51 8 23 23 23 23 813" A 22 22 23 24 ONLY 4.5 15'-1" A 8'-10' B 23 23 23 23 8'4" B 23 23 23 23 T4" A 22 22 22 24 5 13'-7" A S3" 8 24 24 24 24 e'-1' B 24 24 24 24 T -Y a 23 23 23 24 5.6 174" A T-0" B 24 24 24 24 T-7" B 24 24 24 24 64" 8 23 23 23 23 8 11'4" A 14" B 24 24 24 24 7'-Y B 24 24 24 24 54" B 23 23 23 23 6.5 1013" A 5-11" 8 24 24 24 24 8'-01' B 24 24 24 24 614" B 23 23 23 23 7 914" A S-7" B 25 25 26 25 SS B 24 24 24 24 514r B 23 23 23 23 7.5 014" A S3" B 26 25 25 25 8'-1' B 24 24 24 24 5S 8 24 24 24 24 8 814" A 5'-11" B 25 25 25 26 6'-9" B 25 26 25 25 S3" B 24 24 24 24 8.5 9-0" A 54" C 26 25 25 25 614" B 25 26 25 25 S-0" B 24 24 24 24 8 T4" A 514" C 26 25 25 25 54" 8 25 25 25 25 4'-10" B 24 24 24 24 8.5 T -Y A S3' C 25 25 25 26 6'-1" C 25 25 26 25 4'48" B 24 24 24 24 19 10 S-0' A 51-0" C 26 26 25 25 4'-11' C 25 26 25 25 4'4" 8 24 24 24 24 11 S -Y A 4'4' C 25 25 26 25 4'S C 25 25 25 26 4'-Y B 25 25 25 25 19 19 12 54' A 4'4' C 28 26 26 26 4'3" C 25 25 25 25 3'-11" B 25 25 25 25 V C� 13 5'-Y A 4'-1' C 28 26 26 28 7-11' C 28 26 26 28 7-8" C 25 25 25 25 20 3 11'-10" A 101-1" 8 18 19 21 22 8'-11" B 19 18 20 21 S-9" A 18 20 21 22 LIVE 3.5 101-2" A 8'-2* B 18 19 20 22 91-M B 19 19 19 21 T-11" A 18 19 21 22 LOAD 4 5-11" A 5S' B 20 20 20 21 8'3' a 20 20 20 20 T3" A 19 18 20 22 ONLY 4.5 T-11" A T4" B 20 20 20 21 T-7" B 20 20 20 20 S-9' 8 19 19 20 21 6 T-1" A T3' 8 20 20 20 21 T-1" B 20 20 20 20 63' B 19 19 20 21 5.5 55" A 5-9" B 20 20 20 21 5.7" B 20 20 20 20 6'-11" 8 19 19 20 21 6 5-11• A S4" B 21 21 21 21 8'-2" 8 20 20 20 20 51-7" B 20 20 20 21 9.5 5'S' A 5-0' 8 21 21 21 21 5'-10" B 20 20 20 20 53' B 20 20 20 21 7 5'-1" A 54" 8 21 21 21 21 SS B 21 21 21 21 5$ 8 20 20 20 20 1.5 4'-9" A 5'S' 8 21 21 21 21 63" B 21 21 21 21 4'-9" B 20 20 20 20 8 4'-S' A 5'-1" C 21 21 21 21 51-0" 8 21 21 21 21 4'-7" 8 20 20 20 20 8.5 41-2" A 4'-11" C 21 21 21 21 4'-9" 8 21 21 21 21 4'S B 20 20 20 20 9 T-11' A 4'4" C 21 21 21 21 4'4r 8 21 21 21 21 4'-Y 8 20 20 20 20 9.5 7-9" A 4'S C 21 21 21 21 4'4" C 21 21 21 21 4'-1" 8 21 21 21 21 19 10 7S A 4'4" C 21 21 21 21 4'-2- C 21 21 21 21 7-11' B 21 21 21 21 11 7-Y A 4'4' C 22 22 22 22 7' 101' C 21 21 21 21 74' 8 21 21 21 21 19 19 12 20 20 6'-1" S-8" 3'-9" C 22 22 22 22 7-T C 21 21 21 21 75• C 21 21 21 21 V C� 13 74" A 3'4" C 22 22 22 22 74" C 21 21 21 21 73" C 21 21 21 21 30 5.5" ExWded Fascia (Detail L) California E)Muded Fascia (Detail G) 0.041"Xi"X3" Steel Cloverleaf (Detail W TABLE 5.5 Attached Freestanding or 19 Attached Freestanding or Attached Freestanding or 20 Structure MulUspan Units 91-3• Structure Multis an Units Structure Multis an Units GSNOW MAI POST LEI MAX SI O101ST �I MAX LENGTH Oso' DTH SPPAOCI. R D'D POST MIN DOTE 5 I 1VO 17 POST MIN OO7E SH 17 PNWM OST MIN DOTE ' I LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE "d" "d' "d' "d" (FT) TYPE "d' "d' "d" "d' (FT) TYPE "d' 'd. 19 (h) h) (h) h) 20 (N) (In) (in) (N) (in) (in) (in) (in) 30 3 014" A 01.5" B 19 18 20 22 91-3• B 18 18 19 21 8'-1" A 18 18 21 22 3.5 S-2" A SS B 19 18 20 21 S4" B 18 19 19 20 T4' 8 18 19 20 22 4 T-1" A 7'4" B 19 19 20 21 T -T 8 19 19 19 20 S-8" B 18 19 20 21 4.5 54" A T -Y B 19 19 20 21 7'4" B 19 19 18 20 S-3" B 18 19 20 21 6 6'4" A 8'-5' B 20 20 20 21 8'S a 18 19 19 20 5'-10" 8 19 19 20 21 5.5 S -Y A 53" B 20 20 20 20 6'-1" B 20 20 20 20 61S 8 19 19 19 21 6 4'-8" A 6'-10" B 20 20 20 20 6'-8" 8 20 20 20 20 5-2' B 18 19 18 21 6.5 4'4" A 51S C 20 20 20 20 6'-4" B 20 20 20 20 4'-11" B 18 19 19 20 7 4'4" A 5'-2" C 20 20 20 20 5'-1" B 20 20 20 20 4'-8" 8 18 18 18 20 7.5 7-9" A 4'-1V C 20 20 20 20 4'-8" C 20 20 20 20 4'S B 20 20 20 20 8 7S A 4'4" C tri 20 20 20 4'-7' C 20 20 ZD 20 4'3" B 20 20 20 20 8.5 3'4" A 4'4" C 21 21 21 21 4'4" C 20 20 20 20 4'-0" B 20 20 20 20 8 7-2* A 4'3" C 21 21 21 21 4'-Y C 20 20 20 20 3'-10' 8 20 20 20 20 8.5 Y -W A 4'-1' C 21 21 21 21 4'-0" C 20 20 20 20 3'4" C 20 20 20 20 30 3 014 A 8'-101'8 % l0U 8 20 21 22 23 S4' 8 20 20 21 22 T-7" 8 19 21 22 24 3.5 W -2'A T-11' B 21 21 22 23 T9" 8 21 21 21 22 5-11' B 20 21 22 23 4 T-1' A T3" 8 21 21 21 23 T-1" B 21 21 21 22 54" B 20 20 22 23 4.5 14" A 8'4" B 21 21 21 22 54" B 21 21 21 21 5'-10" B 20 20 21 23 5 64' A 6'-2" B 22 22 22 22 6!4" B 21 21 21 21 S-5" B 21 21 21 23 5.5 S -Y A 6'-9' C 22 22 22 22 5-7' B 22 22 22 22 5'-1" B 21 21 21 22 8 4'-0" A 6'4" C 22 22 22 22 53" C 22 22 22 22 4'-10' B 21 21 21 22 6.5 4'4" A 6'-1" C 22 22 22 22 4'-11' C 22 22 22 22 4'-7" B 21 21 21 22 7 41-1" A 4'-101' C 22 22 22 22 4'-8' C 22 22 22 2221 3'-10"C 20 20 20 22 7.5 7-8"W A 4'-7' C 22 22 22 22 PS" C 22 22 22 22 4'-1" B 22 22 22 22 8 3'4' A 4'4" C 22 22 22 22 4'-2" C 22 22 22 22 T-11' C 22 22 22 22 8.5 74" A 4'-1" D 22 22 22 22 4'-0' C 22 22 22 22 Y -W C 22 22 22 22 BT -2'A A 7-11" D 23 23 23 23 7-101' C 22 22 22 22 T-7" C 22 22 22 22 9.5 3'4" A I 7-0" 1 0 23 g 23 23 23 7S C 22 22 22 22 T -W C 22 22 22 22 40 m mrn 3 enr�surce T -Y v A T-10" % l0U 8 MYn GYVOUltC 20 tl 20 22 23 7*4" B 18 19 21 22 8'-10" 8 19 Z7 22 23 3.5 V -2'A T-0" B 20 20 21 23 5-10" B 20 20 20 22 5-2" B 19 20 22 23 4 51S' A 8'-5" B 20 20 21 22 S-3" 8 20 20 20 21 S-7" 8 19 20 21 23 4.5 4'-8" A 6-10" C 20 20 21 22 54" 8 20 20 20 21 5'-2" 8 20 20 21 22 5 4'4" A 61-V C 21 21 21 22 S3" C 20 20 20 21 4'-1P 8 20 20 21 22 5.5 Y-11' A 5'-1" C 21 21 21 22 4'-11' C 21 21 21 21 4'4" B 20 20 21 22 6 3'-7" A 4'-9" C 21 21 21 21 4'-T C 21 21 21 21 4'-3" 8 20 20 20 22 6.5 3'4" A 4'S" C 21 21 21 21 4.4" C 21 21 21 21 4'-0" B 20 20 20 22 7 7-T A 4'-Y C 21 21 21 21 4'-1" C 21 21 21 21 3'-10"C 20 20 20 21 7.5 7-10' A 7-11' D 21 21 21 21 7-10" C 21 21 21 21 7.7" C 21 21 21 21 8 7.8" A T-9" D 21 21 21 21 3'-7" C 21 21 21 21 7S" C 21 21 21 21 8.5 7S A 3'-7"D 21 21 21 21 7S0 21 21 21 21 73" C 21 21 21 21 8 74" A 3'-V D 21 21 21 21 7-3" D 21 21 21 21 3'-2" C 21 21 21 21 115 MPH EXPOSURE B 40 3 T -Y A S-7' B 18 19 20 21 S -Y B 1818 19 20 3.5 5-2" A T-5" 8 16 18 20 21 T4' B 18 18 19 20 4 5'S' A 5.10" 8 18 18 18 21 5-8' 8 18 78 18 20 .- f ESSi�' 4.5 5 4'-9" 4'4" A A 6`3" V-9" B B 19 19 19 19 19 19 20 20 6'-1" S-8" B B 18 19 18 18 20 19 19 18 -IOQP pU T V C� 5.5 T -1Y A 5'S" C 19 19 19 20 5•S" 0 19 19 19 19 6 T-7" A 51-M C 18 19 18 20 4'•11" C 19 19 10 19 �(1 6.6 74" A 4'-0' C 18 19 18 20 4'•7" C 10 1 J A m 7 7-1' A 4'4' C /8 18 18 20 4'4" C 10mil i 7.5 7-101' A 4'3" C 19 18 19 10 4'•1" C 8 74" A 4'-0" C 18 18 19 19 31•11" C ® 8.5 74" A 7-10' D 19 18 19 10 3'S" C ,OCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 26 of 66 s�9r 0 ALIE&-� SEP 28 2015 SOLID COVER 6.0 POST SPACINGS FOR PATIO ANO COMMFRCIAI COVFRS IN 7.15 MPI4 WIND ARFA51 TABLE 5.5 5.5" Extruded Fascia Detail L) California Extruded Fascia Detail G) 0.041"53"x3" Steel Cloverleaf (Deditail W) 9S Attached Freestanding or 21 Attached Freestanding or 9'-3" Attached Freestanng or 21 21 Structure Mullis an Units A Structure Multispen Units 23 Structure Muftis an Units GROUND TRIB POST 8'6" 8 21 21 MAX POST LENGTH MAX 8'4" B MAx POST LENGTH MAX 21 22 MAX POST LENGTH SNOW WIDTH SPACING REOD POST MIN FOOTER 8' I 19 I 17 POST MIN FOOTER 6 I 10' I 17 POST MIN FOOTER 6 I 10' I 17 LOAD (FT) I ON SLAB IPOSTMAX FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTS (PSF) 22 (FT) SLAB (FT) TYPE "d "d' •d' 1 1 (FT) TYPE 'd' 'd' I V 'd• (FT) TYPE -Cr "d' "d' •d' 23 66" 8 5 T-1" A 66' B (h) Imt 22 22 (in) (m) (m) (In) 8 22 (m) 11+) (in) (m) 20 3 11'-10" A 9S 8 21 21 22 24 9'-3" B 21 21 21 23 8'-1" A 20 21 23 24 LIVE 3.6 10'-7 A 8'6" 8 21 21 22 23 8'4" B 2121 19 21 22 74" B 20 21 22 24 LOAD 4 8'-11" A T-9' B 22 22 22 23 r -7'B B 21 21 21 22 6-9' B 21 21 22 23 ONLY 4.5 T-11" A T-2" 8 22 22 22 23 T-0' B 22 22 22 22 6.3" B 21 21 22 23 66" 8 5 T-1" A 66' B 22 22 22 22 65 8 22 22 22 22 6-10" B 21 21 21 23 22 5.5 65• A 6-T B 22 22 22 22 6-1' B 22 22 22 22 51S B 21 21 21 23 22 6 5-11" A 5'-10' B 22 22 22 22 516" B 22 22 22 22 S -T B 22 22 22 22 23 6.5 6S" A 5'4r C 23 23 23 23 14" B 22 22 22 22 4'-11" B 22 22 22 22 23 7 5'-1" A 6-2" C 23 23 23 23 S-1" B 23 23 23 23 4'6" B 22 22 22 22 4'-8" 7.5 4'-0• A 4'41" C 23 23 23 23 4'6" C 23 23 23 23 V -s" 0 22 22 22 22 C 841S" 4'-3" A 4'S C 23 23 23 23 4'-7' C 23 23 23 23 4'-3" B 22 22 22 22 23 8.6 4'-7 A 4'6' C 23 23 23 23 14" C 23 23 23 23 4'-0" B 22 22 22 22 23 9 7-11" A 4'J' C 23 23 23 23 4'-7 C 23 23 23 23 T-10' B 22 22 22 22 23 9.5 3'6• A 4'-1" C 23 23 23 23 4'-P C 23 23 23 23 3'1" B 23 23 23 23 23 10 3'S A T-11" C 23 23 23 23 T-10' C 23 23 23 23 3'-7" C 23 23 23 23 11 3'-7 A 3'6' D 23 23 23 23 3'S C 23 23 23 23 3'4' C 23 23 23 23 25 3111. 11'4' A 10-1" B 18 19 21 22 9'-11" B 19 18 20 21 8'1 A 18 20 21 22 3.5 3.5 9S A 9-T B 18 19 20 22 9S 8 19 19 18 21 7'-11" A 78 19 21 22 814r 4 8'S A 8'S B 20 20 20 21 6J' B 20 20 20 20 T3" B 19 19 20 22 A 4.5 TS A T6' B 20 20 20 21 T -T B 20 20 20 20 6 8'" B 18 19 20 21 66" 8 5 8'4r A TJ" B 20 20 20 21 T-7" 8 20 20 20 20 6-3' B 19 19 20 21 22 5.5 6-7 A 64r B 20 20 20 21 6-T 8 20 20 20 20 5'-11' B 19 19 20 21 22 6 516" A 6-0" B 21 21 21 21 V-7 B 20 20 20 20 5'-T B 20 20 20 21 23 6.5 6-7 A 6-0" B 21 21 21 21 6-10• B 20 20 20 20 63" B 20 20 20 21 23 7 4'-10" A 6S B 21 21 21 21 6S B 21 21 2121 4'S 1 S-0• B 20 20 20 20 4'-8" 7.6 4'4r A 5'S' C 21 21 21 21 9J" B 21 21 21 21 4'S B 20 20 20 20 C 8 4'-3" A 5'-1" C 21 21 21 21 6-0" C 21 21 21 21 4'-7" 8 20 20 20 20 23 8.5 4'-0• A 4'-11' C 21 21 21 21 4'4r C 21 21 21 21 1 4'S B 20 20 20 20 23 9 3'S A 4'S C 21 21 21 21 4'S C 21 21 21 21 4'-T B 20 20 20 20 23 9.5 3'-T A 4'6' C 27 21 21 21 4'-0" C 21 1 21 27 21 4'-1" 8 21 21 1 21 1 21 25 3 11'4' A 95' 8 21 21 22 24 9'-3" 8 21 21 21 23 8'•1" A 20 21 23 24 SPACING POST SIZE CONSTRAINED FOOTER 3.5 9'6' A 8'6' B 21 21 22 23 a,.. B 21 21 21 22 T4" B 20 21 22 24 19 4 814r A T-0" B 22 22 22 23 7'-T B 21 21 21 22 6'-9" B 21 21 22 23 18 4.5 TS A T-7 B 22 22 22 23 T-0" B 22 22 22 22 6.3" B 21 21 22 23 18 6 6-9' A 66" 8 22 22 22 22 W -T B 22 22 22 22 6-10' B 21 21 21 23 B 5.5 6-7 A 8'J' a 22 22 22 22 8'-1" B 22 22 22 22 5'S B 21 21 21 23 16" 6 5'4r A 6-10" C 22 22 22 22 66' B 22 22 22 22 5'-T B 22 22 22 22 19 8.5 6-7 A 66' C 23 23 23 23 S.A. C 22 22 22 22 4'-11" B 22 22 22 22 17 7 4'-19' A 5'-7 C 23 23 23 23 F-1" C 23 23 23 23 4'S B 22 22 22 22 17 7.5 4'S A 4'41" C 23 23 23 23 4'-8" C 23 23 23 23 4'S B 22 22 22 22 17 8 4'-3• A 4'S C 23 23 23 23 4'-T C 23 23 23 23 4'-3" B 22 22 22 22 D 8.5 4'S A 4'6' C 23 23 23 23 4'-4" C 23 23 23 23 4'S B 22 22 22 22 26" 9 3'-8' A 4'J" C 23 23 23 23 4'-7 C 23 23 23 23 3'40" C 22 22 22 22 8.53-T A 4'-1' D 23 23 2323 4'-0' C 23 23 23 23 7-9- C 23 23 23 23 10 3'-0" A 3'-11' D 23 23 23 23 3'-10" C 23 23 23 23 T -T C 23 23 23 23 l mmmRHLII Kul iiw a run inn= iH =a 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 PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.5 60 5.5" Extruded Fascia Detail L California Extruded Fascia (Detail G) 0.041"x3)")O' Steel Cloverleaf (Detail W) TABLE 5.5 Attached Freestanding or 16 Attached Freestanding or Attached Freestanding or 19 Structure Mulris an Units 6J" Structure Mullis an Units Structure Mullis an Units GROUND TRIG POST POST MAIC MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN OO7E 6 i 19 I 17 POST MIN OO7E a' I 19 I 17 POST MIN DOTE S.I 10' I 17 LOAD (FT) ON SLABFOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACI PORT S9E CONSTRAINED FOOTER (PSF) (FT) SLAB (FT) TYPE 'd' 'd' "d" •d" (FT) TYPE 'd' 'd" "d" •d' (FT) 17 (in) (In) (m) (h) 19 (in) M) Iml (in) lm) (in) (m) (m) 60 3 4'-10' A 6S" B 16 18 19 20 6J" B 16 17 18 20 T -Ir B 16 18 20 21 D 3.5 4'-7 A 6-9" C 17 18 19 20 S -T B 18 W 18 19 5'-1" B 16 18 19 21 9 4 7-7' A T -T C 17 17 19 20 5'-1• C 17 17 18 19 1'6" B 16 18 19 20 5.6 4.5 T-2" A 4'4r C 17 17 18 20 4'-7- C 17 17 18 19 4'-0" B 18 17 19 20 4' 5 7-11" A 4'4" C 17 17 18 19 4'-3" C 17 17 18 19 T-11' B 17 17 19 20 5.5 7-71 A 4'-1' C 17 17 18 19 3'-11" C 17 17 17 19 16" C 17 17 18 20 6 7-5" A T-9" D 17 17 18 19 3'4r C 17 17 17 19 T -W C 17 17 18 19 6.5 7.7 A 3'S D 17 17 18 19 1S" C 17 17 17 19 3'4" C 17 17 18 19 7 7-P A 3'4' D 17 17 18 19 3'-7 D 11 17 17 18 3'-1" C 17 17 18 18 7.5 1'-11" A 3'-T D 17 17 18 19 T -o" D 17 17 18 19 7-11" C 17 17 18 18 8 1'-9' A 2'-11' D 18 18 18 19 7-19' D 17 17 18 19 2'-9" D 17 17 18 19 8.5 1'6" A 7-10• D 1 18 18 18 19 26" D 17 17 1 18 19 2'6" D 17 17 1 18 1 19 80 3 V-10" A 6S B 18 19 21 22 6J" B 19 19 20 21 5'S B 19 20 21 23 D 3.5 4'-7' A 5'-9" C 19 19 21 22 5'-T D 1B 18 20 21 5'-1" B 18 20 21 22 9 4 7-T A 5'-7 C 18 19 20 22 S-1• D 19 19 19 21 4'-8" B 1B 19 21 22 5.6 4.5 T-7 A 4'S C 19 19 20 21 4'-T D 19 19 19 21 4'3' B 18 19 20 22 4' 5 7-11" A 4'4" C 19 19 20 21 4'-3" D 19 19 19 20 T-11" B 19 19 20 22 5.5 7-7" A 4'-1' D 19 19 20 21 T-1 t' D 19 19 19 20 3'S C 19 19 20 21 6 7S' A 3'-9' D 19 19 19 21 3'S D 19 19 19 20 3'S C 19 19 20 21 85 7-2" A 7S D 20 20 20 21 3'9' 0 19 19 19 20 3'-3• C 19 19 2D 21 7 7.1' A 3'-0" D 20 20 20 21 V-7 D 19 19 19 20 3'-1' C 1 19 1 19 1 20 1 21 OVER- Post Description Post Description Max POST Detail Hgt Code TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 9' A Ac 0.042')Gi"x8" Aluminum Post 1(Y HANG N3o 0.024")G"10"Post with Side lat 11' B PROJECTIONOF SINGLE SPAN STUCTURES (FTI Clover 0.030")Gi"ff' Alum 11' C Nil. AH Clover 0.040"1Gi"1A" Alum 11' D (FT) 6 T 6 9 19 11' 17 13' 14' 16 16 1T 16 19 20' 2V 27 6 3' 3.5' 4' 4.5' 6 5.9 6 6.5 T 7.5' 8' 8.6 9 95 19 10.5' 11' 1' 3.5' 4' 4.5' 6 5.5' 9 0.6 T 7.5' 9 8.5' 9 9.5' 19 10.5' 11' 11.5' 7 Na Na Ne 5.6 6 6.6 T 7.6 6 8.51 9 9.9 19 10.6 11' 11,5' 17 3' Ne Na Na We Na Na Na 9 8.5' 9 9.6 19 10.6 11' 11.5' 17 12.6 4' Ne Ne Ne Ne Na Ne Na Na We Ne Na 10.6' 11' 11.6' 17 12,5' 13' TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Post Description Max POST Detail Hgt Code Twin 0.060"A.5"A.5" Scroll 9' A Ac 0.042')Gi"x8" Aluminum Post 1(Y B N3o 0.024")G"10"Post with Side lat 11' B Nie, SK Clover 0.030")Gi"ff' Alum 11' C Nil. AH Clover 0.040"1Gi"1A" Alum 11' D N71. AH Colonial 0.062" Extruded 12' E AE 0.041'1G3")Gi" Steel Clover 11' F Nil. AN 0.041 W"Ki" Steel Clover 6 G N11, AH 3/16")G"&'Steel Square 16 H N77. AG 3/16504" Steel Square 17 1 N17. AG 3/16'Wx4" Steel Square 15' J N77. AG 13/16W)6'Steel Square 1 15' K NIT AG TABLE SA Post Requirements for Freestanding Structures or Muitispan Attached Stru n Post Description Maximum Footing Max Heigh OS Cede. Detail #, 0.041')Gi"x3" Steel Clover d= 20" 8' 1 8 0.04196i9Gi' Steel Clover d= 21" 8' B r 1 AH 3/16")Gi")X Steel Square d= 29" 14' AG 3/16"tGi"a' Steel Square d= 32" IT N17, AG 31IG5 )W Steel Square d= 35" 14' F N1JAG 3/16"x4 W Steel Square d= 38" 9' F N13/16"x576" Steel S uare d= 41" 15' G N176"x6')6"Steel Square d= 46" 15' 1 N17 & FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.5 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (N1 -N35 or A -BM) Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 3441 hrylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cariputnampcomcasLnet SLAB 9. FOLLOW 940 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 27 of 66 SEP 28 2015 OCT 02 2013 SOLID COVER 5.0 POST SPACINGS FOR PATIn Awn COMMFRCIAI COVFRS IN 116 MPH WINn ARFAS TABLE 6.6 Classic Extruded Fascia Detail H) Alaskan Extruded Fascia Detail K) Double Steel Cloverleaf Detail AA 22 22 g or 24 Attached Freestanding or Attanits 21 22 23 13'-7' A 21 Structure Multis an Units Structure Multispan Units OROUND TRIS POST POST MAXLENGTH 23 23 23 MAX 13'-2- B MAX POST LENGTH MAX 22 MAX POST LENGTH SNOW WIDTH SPACING REOD POST 24 jAttachedECONSTRAINrDFOOTER I 17 POST MIN FOOTER 8' I 101 I 17 POST MIN FOOTER 8' I 10 I 17LOAD 24 (FT) ON SLAB FOR SPACING 22 23 FOOTER SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTEF(PSF) 161-1" A (FT) SLAB (FT) 24 24 "d' (FT) TYPE 'd" "d "d' 'd" (FT) TYPE "d" 'd' -d" 'd" 8 23 23 23 24 5 (N) A 13'-5" (in) (in) (N) (h) 25 (in) (in) M (in) 10 3 27.8" A 16'-0' B 22 22 23 24 'ITAO" A 21 21 22 23 13'-7' A 21 22 23 24 LIVE 3.6 195" A 16'-2" B 23 23 23 24 13'-2- B 22 22 22 23 17-10" B 22 22 23 24 LOAD 4 171-0" A 14'-5" B 24 24 24 24 17-7" B 22 22 22 23 174" B 22 22 23 24 ONLY 4.6 161-1" A 17-11" C 24 24 24 24 11'-11" B 23 23 23 23 11'-10" 8 23 23 23 24 5 13'-7" A 13'-5" D 26 25 26 25 11'-2" B 23 23 23 23 11'-5" B 23 23 23 23 5.6 17-0" A 173" D 25 25 25 25 10-7' B 24 24 24 24 11'-1" C 24 24 24 24 6 11'-4" A 11'-11" D 25 25 25 25 1014' C 24 24 24 24 10-9' C 24 24 24 24 6.6 10-6" A 11'-7" D 26 26 26 26 9-7' C 24 24 24 24 106• 0 25 26 25 25 7 0-6" A 11'-0" 0 26 28 26 26 9Q C 24 24 24 24 10.3" 0 25 25 25 25 7.5 9-1" A 11'-11 D 27 27 27 27 8'-9` D 25 25 26 25 10.0" D 26 26 28 26 8 8'-5" A 19-10" D 27 27 27 27 8'S" 0 25 25 26 25 9-9" D 26 26 26 26 8.5 814" A 19-T E 27 27 27 27 8'-1" D 25 25 26 25 9-7" D 26 26 26 26 9 T6" A 101-V E 28 28 28 28 T-10" D 25 25 25 25 9-5" D 27 27 27 27 8.5 T -T A 103" E 28 28 28 28 T -T D 25 25 25 25 93' E 27 27 27 27 10 9-9" A 1014- E 28 28 28 28 T4" D 25 25 25 25 9.1" E 27 27 27 27 20 11 9.2" A 91-9' E 29 29 29 29 9-10" D 26 26 26 28 8'6' E 28 28 28 28 19 12 516" A 9.5" E 29 2929 33 29 6'6' D 26 28 26 28 8'-6" E 28 28 28 28 A 13 5'-2" A 9-2" F 30 30 30 30 S'-2" D 26 26 28 28 9-1• E 29 28 29 28 10 3 276" A 16-1"a C 24 24 25 26 13'-1" B 23 23 24 25 17-10" B 23 23 25 26 LIVE 3.5 19-5" A 14'4' C 25 25 25 26 175" B 24 24 24 25 17-7 B 24 24 24 26 LOAD 4 17*4" A 176• D 26 28 26 26 11'-T 8 25 25 25 25 1116" B 25 25 25 26 ONLY 4.5 15'-1" A 13'-2" 0 27 27 27 27 10'-10" C 25 25 25 25 111-2" C 25 25 25 25 5 13'-7' A 17.9" D 27 27 27 27 10-7 C 25 25 25 25 10-10' D 25 26 26 28 5.5 174' A 11'-T D 27 27 27 27 9-T C 28 26 26 26 106' D 26 26 26 26 8 11'4" A 1V-3" 0 28 28 28 28 9-1" D 26 26 26 28 101-7 D 27 27 27 27 8.5 10-5" A 1116" D 28 28 28 28 816" D 26 26 28 26 9'-11" D 27 27 27 27 7 916" A 10'4" E 29 29 29 29 813' D 27 27 27 27 9-8" 0 28 28 28 28 7.5 9-1" A 10-5" E 29 29 29 29 T-11" D 27 27 77 27 9S' 0 28 28 28 28 6 8'6" A 10.3" E 30 30 30 30 7'-7" 0 27 27 27 27 93" E 29 29 29 29 8.5 96" A 117-0' E 30 30 30 30 7-4" D 27 27 27 27 9.1" E 29 29 29 29 9 71-e" A 9-10" E 31 31 31 31 T-1' D 27 27 27 27 9-11" E 29 29 29 29 9.6 T-7' A 96" E 31 31 31 31 6'-10" 0 28 28 20 28 8'-0" E 30 30 30 30 10 6'-9' A 916" E 31 31 31 31 17" 0 28 28 28 28 8'-7" E 30 30 30 30 20 11 9.7 A 9'-7 F 32 32 32 32 9-2" D 28 28 28 28 9-2" E 31 31 31 31 19 12 5'1" A 8'-11" F 33 33 33 33 5'-10" D 28 28 28 28 T-19' E 31 31 31 31 A 13 S-2" A V-8" F 33 33 33 33 5'6" E 28 28 28 28 T6' E 321 32 1 32 1 32 20 3 11'-10" A 14'-1" C 21 21 22 24 173" B 20 20 21 23 17-0" B 20 21 22 24 LIVE 3.5 101-7 A 1751 D 22 22 22 23 11'-T B 21 21 21 22 11'4" B 21 21 22 23 LOAD 4 8'-11" A 17-V D 23 23 23 23 101.4" C 21 21 21 22 10-10" C 21 21 22 23 ONLY 4.5 T-11" A 174' D 23 23 23 23 9-71 C 21 21 21 22 105" D 22 22 22 23 5 7'-1" A 11'-10' O 24 24 24 24 9-0- C 22 22 22 22 101-11 D 23 23 23 23 5.5 9S' A 101-10" D 24 24 24 24 8.6" D 22 22 22 22 9-9" D 23 23 23 23 6 F-11" A 10-5" E 24 24 24 24 8'-1" D 22 22 22 22 9-5" D 23 23 23 23 666 5'-5' A 1013 E 25 25 25 25 T-8" D 22 22 22 22 93' D 24 24 24 24 7 5'-1" A 101-W E 25 25 25 25 T4" D 23 23 23 23 9.0" E 24 24 24 24 7.5 4'-9' A 9A' E 25 25 25 25 T -O" D 23 23 23 23 8'-10' E 26 25 25 25 8 4'-5" A 9-7' E 26 26 26 26 96" D 23 23 23 23 8'-T E 25 25 25 25 a5 4'-7 A 94- E 26 26 26 26 9-51 D 23 23 23 23 9S" E 25 25 25 25 9 3'-11" A 9-T E 27 27 27 27 9-2" D 23 23 23 23 8'-2" E 26 28 26 26 9.5 3'-9" A 9-M F 27 27 27 27 5'-11' 0 23 23 23 23 7'-11" E 26 26 26 26 10 3'6" A 9-10' F 27 27 27 27 516" D 24 24 24 24 T4- E 26 26 26 26 20 11 7-7 A V -T F 28 28 28 28 S-5" 0 24 24 24 24 TS" E 28 26 28 26 19 12 7.11" A V-3" F 28 28 28 28 S-1' E 24 24 24 24 T-1" F 27 27 27 27 A 13 76' A T-10" F 28 28 28 28 4'-9" E 24 24 24 24 9-10" F 27 27 27 27 Classic Extruded Fascia Detail H Alaskan Extruded Fascia Detail K Double Steel Cloverleaf Detail AA TABLE 5.6 Attached Freestanding or Attached Freestanding or Attached reestanding or 22 Structure Muldspan Units Structure Mulcts an Units Structure Multispan Units GROUND TRIB POST POST MAX 20 MAX POST LENGTH MAX POST LENGTH MAX MAX POST LENGTH MAXUSIZE SNOW WIDTH SPACING REO'D POST B 9 I 10' I 12' POST MINS' I 17 I 17 POST MIN OOTE 8' I 101 I 17 LOAD (FT) ON &LAB FOR SPACING jMINDOTE SIZE CONSTRAINED FOOTER SPACING NS7T4NNED FOOTER SPACI POST SIZE CONSTRAINED FOOTER (PSF) (FT) SLAB (FT) "d" 'd' 'd' -d- (FT) •B 'd' •d' (FT) TYPE'd" "B' 'd" 'd' L 22 22 hl (h) h) (hl Ml (in) (h) h) I 1 30 3 96' A 13'6" D 21 21 22 23 11'5" B 20 20 21 22 11'6" B 20 21 22 23 40 3.5 8'-7 A 17.10" D 22 22 22 23 10.5- C 20 20 21 22 10-11" C 21 21 22 23 4 T-1" A 17-0" D 22 22 22 23 96" C 21 21 21 22 105• D 21 21 22 23 4.5 64` A 11'-10' E 23 23 23 23 9'-0" 0 21 21 21 21 10.0" 0 22 22 22 23 5 66" A 1115" E 23 23 23 23 8'-6- D 21 21 21 21 94" D 22 22 22 23 5.5 6-2" A 101-5" E 23 23 23 23 T-111 D 21 21 21 21 9-5" 0 23 23 23 23 6 4'-9- A 10-1" E 24 24 24 24 T-5" D 22 22 22 22 9'-1" E 23 23 23 23 6.5 4'-0" A 0.10" E 24 24 24 24 T-1' 0 22 22 22 22 8'-11" E 24 24 24 24 7 4'-1• A 9%7" E 25 25 25 25 9-9' D 22 22 22 22 8'6'E E 24 24 24 24 7.5 3'6" A 94' E 25 25 26 25 96" D 22 22 22 22 I.S. E 24 24 24 24 8 76" A 9'-7 F 26 26 28 26 9-7 0 22 22 22 22 8'-7 E 25 25 25 25 8.5 Y4' A 9-0" F 26 26 26 26 5'-11" D 23 23 1 23 23 T-11" E 25 25 25 25 1 9 7-7 A 9-10" F 26 26 28 26 51-9" D 23 23 23 23 TS" E 25 25 25 25 9.5 T -O' A 96' F 27 27 27 27 S-5" D 23 23 23 23 T6" E 25 25 1 25 25 30 3 916" A 13'-1' D 23 23 24 25 10'-9- C 22 22 23 24 11'-1" C 22 23 24 25 40 3.5 9-7 A 175• D 24 24 24 25 9-10' C 22 22 22 24 10F D 23 23 24 25 4 T-1" A 11'-10' E 25 25 25 25 9-1" D 23 23 23 23 101-1' D 23 23 24 25 4.5 9-0" A 111-5" E 25 26 25 25 8'-5" D 23 23 23 23 96" D 24 24 24 25 5 SS" A 11'6" E 26 28 26 28 T-11" D 23 23 23 23 94" E 25 25 25 25 5.5 S-7 A 117-0- E 26 26 26 26 TS" 0 24 24 24 24 9-1" E 25 25 26 25 6 4'-9" A 9.9" E 27 27 27 27 T-0" D 24 24 24 24 9.10" E 28 20 28 26 6.5 4'4" A 9-5" E 27 27 27 27 61-W D 24 24 24 24 9-T E 26 28 28 26 7 4'-1' A 913" F 28 28 28 28 9-0" D 24 24 24 24 8'-4" E 27 27 27 27 7.5 3'-V A 9-1" F 28 28 28 28 9-0' D 24 24 24 24 9-0" E 27 27 27 27 8 3'6" A 9-101 F 28 28 28 28 S -V 0 25 25 26 26 T6" E 27 27 27 27 8.5 3.4' A 8'-e" F 29 29 29 29 96" E 25 25 25 25 T-5" E 27 27 27 27 9 3'-7 A 8'-5" F 29 29 29 29 5'-0' E 25 25 25 25 T-0" F 28 28 28 28 9.5 3'-0' A 8'4' F 29 29 28 2B S-1" E 25 25 26 25 T-7' F 28 2B 28 28 ICC ESR1398 (2012 IBC) 9/29/2013 Page 28 of 66 �T 02 2013 OFCAuF�`� Sl:l' 2$ so15 110 MPH kN bUHk G Of 136 MPH k1WU6UHE e 40 3 T-2" A 174` 0 23 23 24 26 96" C 21 21 22 24 101-6" D 22 22 24 25 3.5 9-2" A 111-8" E 24 24 24 25 8'-10' D 21 21 22 23 9-11" D 22 22 24 26 4 61-6" A 11'-7 E 24 24 24 25 8'-1" D 22 22 22 23 96" D 23 23 23 25 4.5 4'6" A 101-V E 25 25 25 25 T-5" D 22 22 22 23 9-1" E 24 24 24 25 5 4'4" A 104" E 26 26 28 26 T-0" 0 22 22 22 22 9-10" E 24 24 24 24 5.6 Y-11" A 95" E 26 26 26 26 9-T D 23 23 23 23 81-5" E 25 25 25 25 6 7-7" A 9'-7 F 26 26 26 26 9-3" D 23 23 23 23 S'-3" E 25 25 26 25 6.5 T-4" A 9-11- F 27 27 27 27 5'-11" 0 23 23 23 23 7'-11" E 25 25 25 25 7 3'-1' A 8'-9' F 27 27 27 27 S -T E 23 23 23 23 T -TE 26 26 26 26 7.5 7-10" A 9-5"F 27 27 27 27 5'-0" E 23 23 23 23 T-0" F 26 26 26 26 8 76" A 8'-3" F 28 28 28 28 5'-1" E 24 24 24 24 T-1" F 28 26 26 26 8.5 76"A 9-0"F 28 28 28 28 4'-11' E 24 24 24 24 6'-11" F 27 27 27 27 8 74' A T6" F 28 28 28 28 4'6' E 24 24 24 24 9.8" F 27 27 27 27 115 MPH EXPOSURE B 40 3 T-2" A 17-8" D 20 20 22 23 10-7 C 19 19 21 22 3.5 9-7 A 17.0" D 21 21 22 23 94` D 19 19 20 22 4 SS' A 11'6• E 22 22 22 23 8'-T 0 20 20 20 21 Cc WESS/C�/ 4.5 4'-0" A 11'-11 E 22 22 22 23 T-11" D 20 20 20 21QC oo 5 44 '' A -8 10" E 23 23 23 23 T-6"0 20 20 20 21 QQ TV C- 5.5 7-11• A 9-9' E 23 23 23 23 7'4" 0 21 21 21 21 C, 6 3'-7- A 9'-6" E 23 23 23 23 6'-7" 0 21 21 21 21 Au yiTi 6.6 3'4" A 9.7 E 24 24 24 24 0'-0" D 21 21 1 _ 7 7.5 3'-1' 7-19 A A 91-0' 9-9" F F 24 25 24 25 24 25 24 20 0'-11" 0'•8" 0 Dr4o V ` 8 76" A 8-7-F 1 2525 25 20 6t6"8 8.5 7-5" A 9-5" F 25 25 25 20 G'-1" 6 2 1y �iZf /1I' 9 74" A 8'-1" F 25 25 25 28 W-0" 2 2 flit .O. ICC ESR1398 (2012 IBC) 9/29/2013 Page 28 of 66 �T 02 2013 OFCAuF�`� Sl:l' 2$ so15 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 116 MPH WIND AREAS TABLE 5.6 Classic Extruded Fascia (Detail H Alaskan Extnuded Fascia Detail K) Double Steel Cloverleaf (Detail AA 24 Attached Freestanding or 11'5" Attached Freestanding or 22 Attached Freestanding or 1115" B Structure Mullis an Units 24 Structure Multis an Units 3.5 Structure Mullis an Units GROUND TRIS POST POST MAX 25 10151 MAX POST LENGTH MAX 23 23 MAX POSTLENGTH MAX C 23 MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER S I 10' I 17 POST MIN FOOTER 8' I 101 I 17 POST MIN FOOTER a I 10" I 17 LOAD (FT) ON SLAB FOR I SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOO SPACING POST SIZE NSTRAINED FOOTS (PSF) 26 (FT) SLAB (FT) TYPE "d °d 'd" "d (FT) TYPE ^,r "d "d "d (FT) TYPE 'd jc�,V 'd T-1" A 1115" E 20 26 (in) (in) (h) (h) 8'-5" D lin) (In) (in) (In) 24 24 Ih) lhI (h) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11'-10" A 13'5 D 24 24 24 25 11'5" B 22 22 23 24 1115" B 22 23 24 28 LIVE 3.5 101-7' A 17.10^ D 24 24 24 25 10151 C 23 23 23 24 W-11" C 23 23 24 25 LOAD 4 8'-11" A 174" D 25 25 25 25 01-6" C 23 23 23 24 1015' D 24 24 24 25 ONLY 4.5 T-11" A 11'-10" E 26 26 28 26 9'-0" D 24 24 24 24 101-T D 24 24 24 25 4" 5 T-1" A 1115" E 20 26 26 26 8'-5" D 24 24 24 24 015" D 25 25 25 25 6.5 es" A 1015^ E 28 28 26 26 T-11' D 24 24 24 24 e'S" D 26 26 26 26 6 5-11" A 101-1" E 27 27 27 27 T-6" D 24 24 24 24 7-1" E 26 26 26 26 6.5 51S A 7.101' E 27 27 27 27 T-1" D 25 25 25 25 8'-11• E 26 26 26 26 7 5'-1" A 7-7" E 28 28 28 28 6'-9' D 25 26 25 25 e' -S" E 27 27 27 27 7.5 4'4r A 9'4" E 28 28 28 28 6'4" 0 25 25 25 25 e" -V E 27 27 27 27 8 4'3 A 01-2" F 29 29 29 29 T-7 D 25 ZS 25 25 01-2" E 28 28 28 28 8.6 4'-2' A 55' F 29 29 29 29 6-11" D 25 25 25 25 7'-11^ E 28 28 28 28 9 5-11• A 81-101 F 29 29 29 29 5'-9" 0 25 25 25 25 T9" E 28 28 28 28 9.5 3'4' A 55" F 30 30 30 30 56' D 26 28 26 26 TS" E 28 28 28 28 10 3'-6" A 8'S F 30 30 30 30 5'4" E 28 26 26 26 T4" F 29 29 29 29 11 3'-T A 8'-1" F 31 31 31 31 5'S" E 26 26 28 1 26 11 T-6" I F 1 29 1 29 1 28 1 29 115 MPH 25 3 114' A 14'-1" C 21 21 22 24 17-31 B 20 20 21 23 17-W B 20 21 22 24 MIN DOTE 3.5 5S" A 13'5 0 22 22 22 23 11'-2" S 21 21 21 22 11'4" B 21 21 22 23 01 4 814" A 17-8" 0 23 23 23 23 1014" C 21 21 21 22 101-10" C 21 21 22 23 S.5 4.5 T4" A 174" D 23 23 23 23 01-7" C 21 21 21 22 101-• D 22 22 22 23 4" 5 5-9" A 11'-10" E 24 24 24 24 C4" D 22 22 22 22 101-1" D 23 23 23 23 5.5 6'-7' A 101-10" E 24 24 24 24 8'-6" D 22 22 22 22 01-9" D 23 23 23 23 6 5'4° A 10.5" E 24 24 24 24 5-1° 0 22 22 22 22 9'4" D 23 23 23 23 6.5 S-2" A 105' E 25 25 25 25 T-6" D 22 22 22 22 9'J" E 24 24 24 24 7 4'-10" A lo4r E 25 26 25 25 T4' D 23 23 23 23 91-W E 24 24 24 24 7.5 4'S" A 91-9• E 25 25 25 26 TS• D 23 23 23 23 8'-10" E 25 25 25 25 84'-3" 4'-3' A 9'-7" E 28 26 26 26 5.8' D 23 23 23 23 5-7" E 25 25 25 25 8.5 4b" A 9'4" E 26 28 28 26 5-5" D 23 23 23 23 55" E 25 25 25 25 9 3'-8" A 9"-2. F 27 27 21 21 6'-2- D 23 23 23 23 8' 2" E 28 26 26 26 9.6 3'-T A 01-0" F 27 27 27 27 5'-11" D 23 23 23 23 T-11" E 26 28 28 1 26 11S MPH EXPOSURE C or 130 MPH 25 3 114" A 13'5" D 24 24 24 25 11'S" B 22 22 23 24 11'-6" B 22 23 24 28 MIN DOTE 3.5 55" A 17-10' D 24 24 24 25 101.5" C 23 23 23 24 101.11" C 23 23 24 25 01 4 8'-6" A 174" D 25 25 25 25 9'-6" C 23 23 23 24 101-5• D 24 24 24 25 S.5 4.5 TS• A 11'-10' E 26 26 26 26 01-W D 24 24 24 24 10'-0" D 24 24 24 25 4" 5 6'-9" A 11'-5" E 28 26 26 26 5-S D 24 24 24 24 55" D 2S 25 25 25 5.5 5-7" A 1015• E 26 26 26 28 T-11" D 24 24 24 24 9'S" D 28 26 26 26 8 5'-8" A 101-1" E 27 27 27 27 T-6" D 24 24 24 24 5-1• E 28 26 26 28 6.5 61-7 A 5-10" E 27 27 27 27 T-1" D 25 25 25 25 5-11" E 26 26 26 28 7 4'-10" A 01-T E 28 26 28 28 5-91 D 25 25 25 25 5-6" E 27 27 27 27 7.5 4'-6" A 54• E 28 28 28 28 551 0 25 25 25 25 81S" E 27 27 27 27 8 4'-3' A 01-2" F 29 29 29 29 5.2' D 25 25 25 25 5-2" E 20 28 28 28 8.6 4'S" A 01-0^ F 29 29 29 29 6'-11• D 25 25 25 25 T-11• E 28 28 28 28 9 3'-9" A 8'-10' F 29 29 29 29 644 D 25 25 25 25 T-8" E 28 28 28 28 9.5 A 8'S' F 30 30 30 30 1 E 26 26 ZB T-5' F 28 28 28 28 10 3'4" A 8'S" F 30 30 30 30 5'4' E 26 26 26 26 T4' F 29 29 29 29 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 PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.6 ICC ESR1398 (2012 IBC) 9/29/2013 115 MPH EXPOSURE S 60 Classic Extruded Fascia (Detail H) Alaskan Extruded Fascia (Detail K) Double Steel Cloverleaf(Detail AA) TABLE 5.6 20 Attached Freestanding or Attached Freestanding or Attached Freestanding or 01-2" D Shucture Multispan Units Structure Multispan Units Structure Muitispan Units GROU D TRIS POST POST MAX D ST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN DOTE 101 I 12' POST MIN DOTE 01 I la I 17 POST MIN DOTE 8' 1 10' I 17 LOAD (FT) ON SLAB FOR SPACING POST SIZENED FOOTER L SPACING POST SGB: CONSTRAINED FOOTER SPA POST SIZE CONSTRAINED FOOTER (PSF) (FT) SLAB (FT) TYPE 'd"d 'd (FT) TYPE 'd °d "d "d (FT) TYPE 'd "d 'd 'T 18 20 (hl(h) (h) (h) (N) (in) (In) (h) (In) (in) (h) 115 MPH EXPOSURE S 60 3 4'-10" A 11'2" E 20 20 21 23 01-2" D 18 19 20 21 91S" D 19 20 21 23 D 3.6 4'-2" A 101-7" E 20 20 21 22 TS" D 18 18 20 21 011" E 19 20 21 22 01 4 T -T A 101-2" E 21 21 21 22 6'-8" D 18 18 19 21 S-7" E 20 20 21 22 S.5 4.5 T-2 A e'-9" F 21 21 21 22 e'-3' D 19 18 19 20 8"-3' E 20 20 21 22 4" 5 7-11" A 914" F 22 22 22 22 V-10" D 19 19 19 20 T-10• E 21 21 21 22 6.6 7.7" A 8"-7" F 22 22 22 22 53 E 19 19 19 20 TS" E 21 21 21 22 6 751 A 8'4" F 22 22 22 22 6,-7 E 19 19 19 20 T-7' F 21 21 21 22 6.5 7-7' A T-111 F 23 23 23 23 P-10" E 19 19 19 20 61.10" F 22 22 22 22 7 7-1" A T-7" F23 28 23 23 23 4'-7" E 19 19 19 20 6'-T F 22 22 22 22 7.5 1'-11" A T-3" F 23 23 23 23 4'4" E 20 20 20 20 54" F 22 22 22 22 8 114" A 5.11" I F 23 23 1 23 23 1 4'-2' E 20 20 20 20 6'-7' F 22 22 22 22 8.5 1'4r A 6'4r F 23 23 23 23 4'4' E 20 20 20 20 5" -it" F 23 23 23 23 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 60 3 4'-10" A 11. 2" E 22 22 23 25 8'-2" 0 20 20 22 23 015" D 21 22 23 25 D 3.5 4'-2" A 101-T E 23 23 23 24 TS" E 20 20 2123 3' 55" E 22 22 23 24 01 4 T.r A 101.2" E 24 24 24 24 5-9" E 21 21 21 22 8'-7" E 22 22 23 24 S.5 4.6 T-2" A fr-r F 24 24 24 24 6"-3• E 21 21 21 22 51" E 23 23 23 24 4" 5 7.11" A 014" F 2526 10.5' 25 25 5.10" E 21 21 21 22 T-10" E 23 23 23 24 5.5 7-7" A 5-7" F 25 25 25 25 6'S' E 21 21 21 22 T5" F 24 24 24 24 8 7-61 A 8.4" F 25 25 25 25 S-2' E 21 21 21 22 T-7 F 24 24 24 24 6.5 7-7 A T-11° F 25 25 25 25 4'-10" E 22 22 22 22 6'-10" F 24 24 24 24 7 7-1' A T-7- F 28 28 28 26 4"-T E 22 22 22 22 5-7' F 25 25 25 25 OVER- Post Description Post Description Max POST Detail Hgt Code TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 9' A Ac 0.042')01x8"Aluminum Post 107 HANG N30 0.02493'X3"Post with Side lat 11' B PROJECTION OF SINGLE SPAN STUCTURES (FT) Clover 0.0309696" Alum 11' C NI 1, AN Clover 0.0409696" Alum 11' D (FT) 5 T 8' S 101 11' 17 13' 14' 15 15 1T 15 101 201 21' 27 (Y 3' 3.9 4' 4.5 5 5.5 6' 6.6 T 7.5 8" 8.5 01 9.5' 101 10.5 11' 1' 3.5 4" 4.5' S 5.5' 6 6.5' T 7.5' S 8.6" 5 9.5' 101 10.5' 11' 11.5' 7 Ne Me Na S.5 6' 6.5 T 7.5 8' 8.5 9" 9.5 101 10.5 11' 11.5' 17 3' Ne N4 We We We Na we 5 8.5' S 9.6101 10.5 11' 11.5' 17 125 4" Na We Ne We Na Ne Ne We Ne Na we 10.5' 11' 11.5 17 12.5 13' TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Post Description Max POST Detail Hgt Code Twin 0.060"x1.5 )1.5" Scroll 9' A Ac 0.042')01x8"Aluminum Post 107 6 N30 0.02493'X3"Post with Side lat 11' B N16, SK Clover 0.0309696" Alum 11' C NI 1, AN Clover 0.0409696" Alum 11' D N11, AH Colonial 0.062" Extruded 12' E AE 0.041'50116" Steel Clover 11' F mi. AH 0.041")G0")L0" Steel Clover 8' G Nil. AH 3/16'X096" Steel Square 15' H NIT AG 3/16")6096" Steel Square 12' 1 N174 AG 3/16"x41x4" Steel Square 15' J N17. AG 3/16')5"x5" Steel Square 15' K mi. AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.6 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1 -N35 orA-BM) TABLE SA Post Requirements for Freestanding Structures or Muitispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail # 0.041'X0" O' Steel Clover d= 20" W B Nl l AH 0.041'W)G" Steel Clover d= 21" 8' B N71, AH 3/16"4")G" Steel Square d= 29" 14' E N17, AG 3/169050 Steel Square d= 32" 8' F N17, AG 3/16"x4')4" Steel Square d= 35" 14' F N17, AG 3/16"x49W" Steel Square d= 38" 9 F N17, AG 3/16')5'56" Steel Square d= 41" 15' G N17, AG 3/16"x6 SG" Steel Square d 46" 15' I N17, All Amerimax Exterior 28921 US Hwy 74 Ronwland, CA 925f Page 29 of 66 Cart Putnam, P. E FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carioutnam ftonicastnet SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 29 of 66 SOLID COVER 6.0 POST SPACIN[:S FOR PATIO ANn COMMFRCIAI. COVFRS IN 116 MPH WIND AREAS TABLE 5.7 4" IaO' I Beam Detail Y 7"x4" I Beam Detail Q 16 Gau a )0"x81 Steel C (Detail 21 Attached or 28 Attached Freestanding or 24 Attached Freestanding orSWcture 31 20'-4' C nits 28 Structure Mullis an Units LIVE Structure Mullis an Units GROUND TRIG POST POST MAX 25 25 ENGTH MAX 25 27 MAX POST LENGTH MAX 16-5" C MAX POST LENGTHSNOW 27 WIDTH 6PACINO REOD POST MIN FOOTER EFreestandingg I 15' POST MIN FOOTER 6 I 17 ' 15 POSTMIN 166" FOOTER 8' 1 12'5LOAD 26 (FT) ON SLAB FOR SPACING POST SIZE FOOTER SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS(PSF) 22 24 (FT) SLAB (FT) TYPE "d"d' 29 (FT) TYPE "d' 'd' "d' 'd' (FT) TYPE "d" "d" 'd' "d" 5 13'-T' A 101.1" B 23 23 (h) 24 17'6' In) (h) (In) (in) 27 29 (h) (h (h) in) 10 3 27-8' A 13'-T A 21 22 26 28 1915" B 24 27 30 31 20'-4' C 24 28 31 31 LIVE 3.5 lr-5" A 17-11" B 22 22 25 25 18'-8' D 25 27 30 31 16-5" C 24 27 30 30 LOAD 4 171.0" A 1/'-11" B 22 22 25 26 166" D 25 26 29 31 16'-10" D 25 27 30 30 ONLY 4.6 15'-1" A 101-11" 8 22 22 24 25 1715" D 26 26 29 30 15'51 D 25 26 29 29 5 13'-T' A 101.1" B 23 23 24 24 17'6' D 27 27 29 30 14'-5" D 26 26 29 29 6.6 17-4" A 01.5" B 23 23 23 24 166" E 27 27 29 29 13'6" D 26 28 28 28 6 11'-4" A 8'-9" B 23 23 23 24 15'-11" E 28 28 26 29 17-8' D 26 26 28 28 6.5 101-5" A 8'4' B 23 23 23 23 15'6' E 28 28 28 28 11'-11" D 28 26 27 27 7 015' A TS" 8 23 23 23 23 14'-3" E 28 28 28 28 11'-1" 0 26 26 27 27 7.6 9-1" A T4' B 23 23 23 23 13'6" E 28 28 28 28 101-6" D 26 28 27 27 8 8'S" A 6-11" B 23 23 23 23 17-101' E 29 29 29 27 r-9" D 28 28 26 26 8.5 016" A 6`4' B 23 23 23 23 1741 E 29 29 29 27 r -r D 26 26 26 28 9 7'6" A 6'-4" B 23 23 23 22 11'-9" E 29 29 29 27 8'S" D 26 26 26 26 9.5 T -r A 66' B 23 23 23 22 1114" E 29 29 29 27 64' D 26 26 26 25 120 MPH EXPOSLRE C 10 6'S" A 5'S" B 24 24 24 22 101-10" E 29 29 2B 26 T-10" D 28 26 26 25 26 11 6'-r A 5'-4" C 24 24 24 22 Io4r E 29 29 29 27 T-1" D 26 26 26 27 27 27 27 12 5'S" A 4'-11" C 24 24 24 22 015' E 31 28 TA 27 6'5' D 28 26 28 5'-7' A 13 5'-r A 4'-7• C 24 24 24 22 8'-9• E 30 30 30 27 6-0" D 26 26 26 22 10 3 22'-8" A 1X-9" B 23HL� 22 27 28 1T-8" C 28 29 32 31 18'-1' 0 26 29 33 31 LIVE 3.5 Ir -51 A 11'6" B 23 21 27 25 1r -V D 27 28 32 31 16'.4" D 26 29 32 30 LOAD 4 1T6" A try B 2426 21 23 26 16'5" D 28 28 31 31 14'-11" D 27 28 31 30 ONLY 4.5 16'-1" A r -T B 2426 20 23 25 16'-11' D 28 28 31 30 13'S' D 27 28 31 29 5 13'-T A 8'-10" B 2425 21 23 24 1T -S, E 29 29 31 30 175" D 27 27 30 29 5.5 17-4" A 8'-2" B 2425 21 22 24 14'-11' E 30 30 31 29 11'-1D" D 28 28 30 28 6 11'-4" A 7'-T B 24 21 25 24 14'6" E 30 30 30 29 101.101 0 28 28 29 28 6.5 1015' A 7'-1" B 25 21 26 23 131-2" E 30 30 30 28 101-0" D 28 28 29 27 7 9'S' A 65" B 25 21 25 23 175" E 30 30 30 28 9'4' D 28 28 28 27 7.5 r-1" A 64" B 25 20 25 23 1115" E 31 31 31 28 65" 0 28 28 28 27 8 8'6" A 66" B 25 21 25 23 11'-r E 31 31 31 27 r -r D 28 28 28 26 8.5 016" A 515" C 26 21 25 23 1015• E 31 31 31 27 TS" D 28 28 28 28 9 7'S• A 5'S" C 2526 21 21 22 101-Y E 31 31 31 27 r4" D 28 28 28 26 9.5 T-2" A 5'-2" C 2525 21 21 22 r-9" E 31 31 31 27 6'-11" D 28 28 28 25 120 MPH EXPOSLRE C 10 6.9" A 4'-11" C 2625 21 21 22 9'-4" E 31 31 31 26 6'.7" D 28 28 28 25 26 11 6-r A 4'S" C 2525 21 21 22 8'S" E 31 31 31 27 6'6" D 28 28 28 27 27 27 27 12 5'S" A 4'-7' C 2526 27 21 22 8'-1" E 31 31 31 27 5'6' D 28 28 28 5'-7' A 13 6'-r A 3'-11' C 2525 27 21 22 T6" E 32 32 32 27 5'-1' D 28 28 ZB 22 20 3 11'-101' A 11'5" B 20 22 24 28 18'-10' D 23 27 30 31 101-r D 22 26 29 31 LIVE 3.5 101-Y A 101-2" B 20 21 24 25 17'-10" E 24 26 29 31 14'5" D 23 28 29 30 LOAD 4 8'-11" A 91-7' B 20 21 23 26 76-T E 25 26 29 31 13'-2' D 23 25 28 30 ONLY 4.5 T-11" A 84" B 20 20 23 25 15'4" E 25 25 28 30 17.1" D 23 25 28 29 5 7'-1" A r6" B 21 21 23 24 14'-1" E 25 25 28 30 11'-0" D 23 24 27 29 5.5 65" A T-1" B 21 21 22 24 13'-1' E 25 25 27 29 101-W 0 23 24 26 28 6 51-11" A 6-T B 21 21 22 24 174" E 26 26 27 29 9-r 0 23 23 26 28 6.5 63 A 6-Y B 21 21 22 23 11'61 E 26 26 27 28 8'6"0 D 23 2726 25 27 7 11" A 110" B 21 21 22 23 101-11" E 28 26 26 28 T-11" D 23 23 25 27 7.5 4'-r' A 51S" C 2121 20 21 23 1014" E 26 26 26 28 T-4" D 23 23 25 27 a 4'-5" A T -2"C C 21 21 21 23 r-9' E 26 26 26 27 6-11" 0 23 23 25 26 a5 4'-r A 4'-11" C 21 21 21 23 014" E 26 26 28 27 6'S" D 23 23 24 28 9 Y-11" A 4'S" C 21 21 21 22 6-11" E 26 28 26 27 6-2" 0 23 23 24 26 9.5 T-9' A 41S" C 21 21 21 22 66" E 26 26 26 27 5'-10" D 23 23 24 25 120 MPH EXPOSLRE C 10 3'6" A 4'41 C 21 21 21 22 6-r E 26 26 25 26 661 D 23 23U233 22 25 26 11 3'•01 A 3'-10" C 21 21 21 22 TS" E 27 27 27 27 5'6" D 23 2325 E E 27 27 27 27 31 33 30 32 �QFESS/� Q U F - P A 3'•T C 21 27 21 22 6'-11" E Z7 27 27 27 1'-T D 23 2324 5'-7' A 13 XS" A 34" C 21 27 21 22 66' F 27 27 27 27 4'41 D 23 2324 22 22 30 4"X31 I Beam Detail Y 016' 7"x4" I Beam Detall Q 16 Gauge )G"x81 Steel C (Detail T TABLE 5.7 Attached Freestanding or Attached Freestanding or E 23 28 29 Structure Mullis an Units Structure Multispan Unitscture 21 26 Mullis an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POSTLENGTH A MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN DOTE 8' I 17 I 15' POST MIN OOT 6 I 17 I 15 tPOSTMIN OOT 6 ' 12' I 15' LOAD (FT) ONSLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACI POST SQE CONSTRAINED FOOTS D SIZE CONLSTRAINED FOOTS(PSF) (FT) SLAB (FT) TYPE 'd" 1d' 'd' 'C (FT) TYPE "d' "d' "d" "d' 7* -1" 1d "d• 'd' "d'(h) B 19 (h) Ih) (h (h) M) (h) in)hI 25 14'-11" (h) (h) (Ir) 30 3 016' A 10'3" B 19 2124 26 25 1T-11" E 23 28 29 31 11'-T D 21 26 29 30 30 3.5 6-2" A r-1" B 19 21 23 25 1615' E 23 26 29 31 13'-1" D 22 25 28 30 4 7* -1" A 8'-2" B 19 20 23 25 14'-11" E 24 25 28 30 11'-10" D 22 25 27 29 4.5 6.4" A TS" B 20 20 22 24 13'-8" E 24 25 28 29 101-7" D 22 24 27 28 5 5'S" A 6'-10" B 20 20 22 24 17-7" E 24 24 27 29 r5" D 22 23 28 28 5.5 5'-2" A 6'4" B 20 20 22 24 11'-9" E 24 24 27 28 015" D 22 23 26 27 6 4'-9" A 5'-101' B 20 20 22 23 101-11' E 25 25 26 28 T-11" D 22 22 25 27 6.5 4'4" A 64" B 20 20 21 23 101-3" E 25 25 26 28 T4" D 22 22 25 27 7 4'-/' A 5-1' C 20 20 21 23 r5" E 25 25 26 27 6'.10" 0 22 22 24 28 7.5 T-9' A 4'-10' C 20 20 21 23 r-2' E 25 25 25 27 6'.4• D 22 22 24 26 8 3'6' A 4'-6" C 20 20 21 22 015" E 25 25 25 27 6'6" D 22 22 24 26 8.5 34" A 4'4" C 20 20 21 22 8'4" E 25 25 25 27 65" D 22 22 24 25 8 T-2" A 4'-1" C 20 20 20 22 T-10" E 25 25 26 26 6'-4" D 22 22 23 25 8.5 3'4" A 3'-11' C 20 20 20 22 TS" E 25 25 25 26 66" D 22 22 23 25 30 3 r4r A 015" B 21 23 26 27 16-11' E 25 28 31 33 176" D 23 28 31 33 30 3.5 6-2" A 64" B 21 22 25 27 15'-2' E 26 28 31 33 17-1" D 24 27 30 32 4 T-1" A T4' B 21 22 25 26 13'6" E 26 27 30 32 101-71 0 24 26 29 31 4.5 64" A 65" B 21 21 24 26 12'-T E 26 26 30 31 r5" 0 24 25 28 30 5 61•8" A 6-2" B 22 22 24 26 11'-T E 26 26 29 31 6.6' D 24 25 28 30 5.5 5'2' A 6-9" B 22 22 23 25 101.9' E 27 27 29 30 11" D 24 24 27 29 6 4'-9" A 6-4" C 22 22 23 25 1016" E 27 27 28 30 T-1" D 24 24 27 29 6.5 4'-4" A 4'-111 C 22 22 23 25 91S' E 27 27 28 30 6-T 0 24 24 20 28 7 4'-1' A 4'-T C 22 22 23 24 8'-10" E 27 27 27 29 6-1" D 24 24 26 28 7.5 a'-9" A 44' C 22 22 22 24 84' E 27 27 27 29 5'4r 0 24 24 20 28 8 3'-8' A 4'-1" C 22 22 22 24 T-11" E 27 27 27 29 5'-4" D 24 24 25 27 8.5 34" A 3'-10• C 22 22 22 24 7'S" E 27 27 27 28 V -W D 24 24 25 27 9 3'-2' A 3'S" C 22 22 22 24 T -r E 27 27 27 28 4'-r' D 24 24 25 27 9.6 3'6' A 3'S' C 22 22 22 2/ 6-101 F 28 28 28 28 4'S" 1 D 1 24 24 25 26 ICC ESR1398 (2012 IBC) 9/29/2013 Page 30 of 66 , FCFCAI �F ,SEP 28 2015 -MYMW .7UHtU 30 3 016" A 101-1" B 20 22 24 26 1T-9' E 24 27 30 32 14'S• D 22 26 29 31 3.5 9'-2" A 8'-1 /" B 20 21 24 25 101-3• E 24 26 29 31 17-11" D 22 26 29 30 4 T-1" A 8'-1" B 20 21 23 25 141.8" E 24 26 29 30 1115" D 23 25 28 30 4.5 611' A 7'4" S 20 20 23 25 13'6" E 25 25 28 30 101-6" D 23 24 27 29 5 511" A 6'-1r' B 20 20 23 24 176" E 25 25 28 29 14" D 23 24 27 28 5.5 6-2" A 6-2' B20 20 22 24 11'-T E 25 25 27 29 6' S" D 23 23 26 28 6 4'-91 A 6'-9' C 20 20 22 24 101-10" E 25 25 27 29 T-10" D 23 23 28 27 6.5 4'4" A 5'-4" C 21 21 22 23 101-Y E 25 25 26 28 T4" 0 23 23 25 27 7 4'-1' A 51-W C 21 21 22 23 r-7" E 25 25 26 28 65" D 23 23 25 27 7.5 3'S' A 4'S" C 21 21 21 23 016" E 26 26 26 28 014" D 23 23 25 26 8 3'1' A 4'S" C 21 21 21 23 8'-7" E 26 26 26 27 6'-11' 0 23 23 24 28 8.5 3'4" A 4'4" C 21 27 21 23 8'-r E 26 26 26 27 5'6" D 23 23 24 28 8 3'-r A 4'-0" C 21 21 21 23 r -r' E 28 26 26 27 6'41 D 23 23 24 25 120 MPH EXPOSLRE C or 140 MPH EXPOSURE B 25 29 32 34 30 3 016" A r-2* a21 23 26 28 101-T E 3.5 6-2" A 8'-1' B 22 23 26 27 14'-10'E 26 28 31 33 4 4.5 T-7" 01.4" A A T -r 6'-7" B B 22 22 22 22 25 25 27 26 1315" 1X4" E E 27 27 27 27 31 33 30 32 �QFESS/� Q U F - P 5 5.6 6'-8' A 6'-0" B 22 22 24 28 11'-4" E 27 27 27 30 31 C/y 5'-7' A 5'-7" C 22 22 24 28 101.7 B 27 29 31 6 4'-9' A 5'-2" C 22 22 24 25 9.4. 6 27 27 29 31 m 6.5 44" A 4'-101 C 22 22 23 21 r"r a 21 28 20 JO V 8 7 4.1" A 1'S• C 22 22 23 25 r•7' L 1 I ` 7.5 8 8.5 3'-r' 3'S' 3'-4' A A A 4'4" 4'-0' 3'S" c C C 22 22 22 22 22 22 23 23 23 25 26 24 81-21 7'S" 714" k/ 1 9 T -r A 3'-T C 22 22 22 24 11'-111 P C 8 CA1JF /1 E I /2gf7 + OCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 30 of 66 , FCFCAI �F ,SEP 28 2015 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREAS 494" I Beam TABLE 5.7 (Detail Y) 7'14" I Beam (Detail Q 16 Gauge )6"x8" Steel C (Detail T Attached Freestanding or 23 Attached Freestanding or 1T4" Attached Freestanding or 29 Structure Mulds an Units 14'-9" Structure Multispan Units 28 Structure Multispan Units GROUND TRIG POST POST MAX 9'-2• B MAX POST LENGTH MAX 25 27 MAX POST LENGTH MAX 27 28 MA XPOST LENGTH SNOW WIDTH SPACING REDID POST MIN FOOTER 8' I IT I 1S POST MIN FOOTER 8' I 17 I 15' POST MIN FOOTER 6 I 17 I is - S LOAD LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SQE CONSTRAINED FOOTS (PSF) T-11" (FT) SLAB (FT) TYPE 'B "d' "d "d• (FT) TYPE •cr 'd 'C 'B (FT) TYPE 'd' "B "d I •Q' 19-9• D 25 26 29 (In) (h) ((n) (m) 5 T -I" (in) (m) (In) (In) B 22 (M) (In) (in) (N) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11'-10" A 10.4" 8 22 23 26 28 1T4" D 25 29 32 34 14'-9" D 24 28 31 33 LIVE 3.5 10-2" A 9'-2• B 22 23 25 27 16-7' E 27 28 31 33 13'-7 D 25 27 31 33 LOAD 4 8'-11" A 8'3• B 22 22 25 27 15-1' E 27 28 31 33 17-0" D 25 27 30 32 ONLY 4.5 T-11" A T4" B 22 22 25 26 13'-10" E 27 27 30 32 19-9• D 25 26 29 31 B 5 T -I" A 6.11" B 22 22 24 26 174' E 27 27 30 32 64• D 25 26 29 30 22 5.5 65" A 651 B 22 22 24 26 11'-11" E 28 28 29 31 8'-10" D 25 25 28 30 22 6 5'-11" A 5.11" 8 23 23 24 25 11'-1' E 28 28 29 31 8'-1' D 25 25 28 29 23 6.5 5'S' A 5'4' C 23 23 23 25 105• E 28 28 28 30 7"4• D 25 25 27 29 25 7 5'-1• A S -T C 23 23 23 25 6-10" E 28 28 28 30 6-11" D 25 25 27 29 6-0" 7.5 4'4• A 4'-10" C 23 23 23 25 63" E 28 28 28 30 64" D 25 25 26 28 E 8 4'-5" A 4'-7" C 23 23 23 24 6.10" E 26 28 28 29 6'-1" D 25 25 26 28 28 8.5 4'-2* A 4'-0" C 23 23 23 24 8'-4' E 28 28 28 29 5'4" 0 25 25 28 28 28 9 T-11" A 4'-2• C 23 23 23 24 91-0" E 28 26 28 29 51S" D 25 25 26 27 28 9.5 3'4" A T-11" C 23 23 23 24 T -T E 29 29 29 29 F-1" D 25 25 25 27 28 10 T-6" A T.O. C 23 2323 24 T3' E 29 29 29 29 4'-10" D 25 25 25 27 11 T-2" A T -V' C 23 23 23 24 64" 1 F 1 29 1 29 1 29 1 29 11 4'S" 1 D 1 25 1 25 1 25 1 26 2S 3 11'-4• A 11'-3" B 20 22 24 28 1114"0 28 23 27 30 31 16-11" 0 22 26 29 31 3.5 3.5 64• A 10-0• B 20 21 24 25 17'5' E 24 26 29 31 14'4" D 22 26 29 30 814• A 4 814" A a'-0' B 20 21 23 25 164" E 25 26 29 30 13'40' D 23 25 26 30 T4' 4.5 TS" A 8'3' B 20 20 23 25 15'-0• E 25 25 28 30 11'-11" D 23 25 27 29 B 5 64" A T-7" B 20 20 23 24 13'-11" E 25 25 28 29 10'-9' 0 23 24 27 29 22 5.5 6-2' A T4' B 21 21 22 24 17-11• E 25 25 27 29 9'-10" D 23 24 26 28 22 6 5'4• A 64• B 21 21 22 24 17-1• E 25 26 27 29 6-0" D 23 23 26 28 23 6.5 5-T A 6-1" B 21 21 22 23 11'-0' E 26 28 27 28 14' D 23 23 25 27 25 7 4'-10" A 5'4" C 21 21 21 23 10.9" E 26 24 26 28 7'4" D 23 23 26 27 6-0" 7.5 4'1" A VA" C 21 21 21 23 10'-T E 26 25 28 28 T3" D 23 23 25 26 E 8 4'3" A 5'-1" c 21 21 21 23 64' E 28 26 28 27 6-9" D 23 23 24 26 28 6.6 4'-0" A 4'-10" C 21 21 21 23 9'-2* E 26 26 26 27 65' D 23 23 24 26 28 9 T -Ir A 4'-7' C 21 21 21 22 64• E 26 26 28 27 64' D 23 23 24 25 28 9.5 1 3'-7• 1 A 1 4'-0" C 1 21 21 21 22 64• E 26 25 28 27 S -W D 23 1 23 1 24 1 25 115 MPH EXPOSURE C or 130 MPH 25 3 11'4" A 10'-1" 8 21 23 28 28 1T4" E 28 28 32 34 14'4' D 24 28 31 33 30 3.5 64" A B'-11" B 22 22 25 27 16'3• E 26 28 31 33 17-11" D 24 27 30 32 27 4 814• A 8'-1" B 22 22 25 27 14'_91 E 27 27 31 32 1114' D 25 27 30 32 25 4.5 TS• A T4' 8 22 22 24 26 IY-6' E 27 27 30 32 1015" D 25 26 29 31 21 5 6-91 A 64" B 22 22 24 26 175" E 27 27 29 31 64• D 25 25 28 30 D 5.5 64' A 6-21 B 22 22 24 26 11'-7" E 27 27 29 31 814" D 25 25 28 30 T3• 6 5'4" A 5'4• B 22 22 23 25 10'-10' E 28 28 29 30 T-10" D 25 25 27 29 27 6.5 S -T A 5-1" C 22 22 23 25 10'-2' E 28 28 28 3o T3' D 25 25 27 29 25 7 4'-10" A 5'-0" C 22 22 23 25 6-71 E 28 28 26 30 6-9" D 25 25 27 26 24 7.5 4'4' A 4'4" C 23 23 23 25 6-0" E 28 26 28 29 613" D 25 25 26 26 24 8 4'-3" A 4'4" C 23 23 23 24 8'-T E 28 28 28 29 5'-11• D 25 25 26 28 E 8.5 4'4" A 4'3' C 23 23 23 24 6-2" E 28 28 28 29 5'4" D 25 25 28 27 74" 9 3'-9' A 4'-0" C 23 23 23 24 T-91 E 28 28 28 29 5'3' D 25 25 25 27 9.5 T -T A T-10" C 23 23 23 24 TS E 28 28 28 28 4'-11" D 25 25 25 27 10 1 74" 1 A 1 3'-8" C 1 23 1 23 23 24 7-1' E 28 28 28 28 4'4• D 25 25 25 27 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 PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.7 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.7 4'50'1 Beam Detail Y 3 TM" I Beam (Detail Q) 16 Gauge )056' Steel C Detail T) TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Mulcts an Units Structure Multispan Units Structure Multispan Units GROUND TRIB I POST POST MAX AX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REO'D POST I 17 I 15' POST MIN OOT S' I 17 I 15' POST MIN OOT 8 I 17 I I6' JIN LOAD (FT) ON SLAG FOR SPACINGSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER PACT POST SIZE CONSTRAINED FOOTER(PSF) (FT) SLAB (FT) "d •6 IFT) TYPE "4" 'd" 'd •d (FT) TYPE •d "C 'd• 'C 30 ) (In) (In) (in) (N) (In) lin) (In) (In) 1W (M) 115 MPH 40 3 T-21 A 8'-10" B 18 21 23 25 16'-11 E 22 28 29 30 17-9" D 21 25 28 30 D 3.5 6-2* A T-10' B 18 20 23 24 14'4• E 22 25 28 30 11'-3" D 21 24 27 29 6 4 5' -SA A T-0" B 19 20 22 24 17-0" E 23 24 27 29 6-11• D 2124 25 25 28 6.5 4.5 4'4 " A 64" B 19 19 22 24 11'-10" E 23 24 27 29 6 6.10•D D 21 23 26 27 4' 5 4'-4" A 6'-10" B 19 19 22 23 10-11• E 23 24 28 28 T-11• D 21 22 25 27 5.5 3'-11" A S-0" C 19 19 21 23 10-2' E 23 23 26 28 T3• D 21 22 25 26 6 T -T A 5'-0" C 19 19 21 23 6-5" E 23 23 26 27 T -T D 21 22 24 26 6.5 3'-4' A 411. C 19 19 21 22 8'-10' E 24 24 25 27 6.1" G 21 21 24 26 7 74" A 4W C 19 19 21 22 6-0' E 24 24 25 27 5'4" D 21 21 24 25 7.5 7-10" A 4'-1" C 19 19 20 22 T-10" E 24 24 25 26 S-0" 1 D 21 21 23 25 8 74• A TAU* C 19 19 20 22 TS E 24 24 24 26 S-0" D 21 21 23 25 8.5 74" A 3'-T' C 19 19 20 22 74" F 24 24 24 26 4' 4' D 21 21 1 23 24 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 40 3 T-2" A 6-2* B 20 22 26 27 14'-10" E 24 27 31 33 11'-10• D 22 27 30 32 D 3.5 6-2" A T -T B 20 22 24 26 13'3' E 25 27 30 32 10-2" D 23 28 29 31 6 4 S$ A 5-61 B 20 21 24 28 17-0" E 25 28 29 31 8'-11' D 23 25 28 30 6.5 4.5 4'-9" A 5'-10" B 20 21 23 25 f0'-11' E 25 28 29 31 T-11• D 23 24 27 29 4' 5 4'-4• A 5'4" C 20 20 23 25 10'4" E 25 25 28 30 T -T D 23 24 27 29 5.5 3'-11" A 4'-11' C 21 21 23 25 63" E 25 25 28 30 64• 0 23 23 26 28 6 3'-T A 4'S• C 21 21 23 24 8'-a" F 26 28 27 29 5-11" D 23 23 28 28 6.5 14" A 4'-2" C 21 21 22 24 8'-1" F 26 28 27 29 V-6" D 23 23 28 27 7 T-1' A T-11" C 21 21 22 24 T-7" F 1 26 1 26 27 1 28 1 64' 1 D 1 23 23 25 1 27 OVER- ctur s Post Description Max POST Detail Hgt Code TABLE 5.2 TRIBUTARY INUTHS FOR SINGLE SPAN ATTACHED STRUCTURES 9 A VIC 0.042'94"x8"Aluminum Post 10' HANG N3o 0.024'94")CS"Post with Side lat 11' B PROJECTION OF SINGLE SPAN STUCTURES (FT) Clover 0.0309494" Alum 11' C N11. AH Clover 0.04090'50" Alum 11' D (FT) 6 T 6 6 10' 11' 17 13' 14' 15 16 1T 16 16 20' 21' 22' O 3' 3.5' 4' 4.5' S 5.5 6 6.51 T 7.5' B' 8.5 6 9.5'10' J 10.5 11' 1' 3.5' 4' 4.6 F 5.51 6 6.5' T 7.5' 6 8.5 B' 9.5' 10 10.5' 11' 11.5 7 Na We Na 6.5 6 6.5 T 7.5' e' aS a' 9.5' 10 10.5 11' II'T 17 3' Na We Na Ne We Na Na 6 a5' 9' Be 10' 10.5' 11' 11.5 17 12.5 4' We Na Na No We Na Na Na Na Na No 10.5 11' 11.5 17 12.5 IN TABLE 5.3 Post Requirements for Attached Single Span Structures ctur s Post Description Max POST Detail Hgt Code Twin 0.060"x1.5'Sr1.5" Scroll 9 A VIC 0.042'94"x8"Aluminum Post 10' B N3o 0.024'94")CS"Post with Side lat 11' B N78. BK Clover 0.0309494" Alum 11' C N11. AH Clover 0.04090'50" Alum 11' D N71, AH Colonial 0.062" Extruded 12' E AE 0.041'1494" Steel Clover 11' F N71. AH 0.04194"x3" Steel Clover 8' G N11, AH 3/1694"x3" Steel Square 15' H N171 AG 3/169494" Steel Square 12' 1 N17, AG 33/1669164"xx45"" 15' J N17S S teel square 15' K na TABLE 5A Post Requiremerds for Freestanding Structures or Muidspan Attached S ctur s Post Description Maximum Footing Max Heig t POST Code petall 0.041'94")4" Steel Clover d= 2(' 1 9' 1 B ; N7 AH 0.041")T)G" Steel Clover d= 21" 8' W1 1, AH 3/1694'94" Steel Square d= 29" 14' N17, AG 3/169094" Steel Square d= 32" 8' F N17, AG W169r49c4" Steel Square d= 35" 14' F N171 AG 3/16914"x4" Steel Square d= 38" 9 F N17, AG 3/169696" Steel Square d= 41" 15' G N17 AG 3/169E'9E" Steel Square d= 46" 15' 1 N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.7 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (N1 -J35 orA43M) Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.7 Lynchburg, VA 24603 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carloutnamCdcomcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 31 of 66 SEP 28 2015 OCT 02 2013 SOLID, COVER 5.0 POST SPACINGS FOR PATIO ANn COMMFRCIAI COVFR3 IN 115 MPH WINO ARFAS TABLE 6.8 12 Gau a x3'XB" Steel C Detail T Double 16 Ga 3"x8" Steel C (Detail T end AY Double 12 Ga 3"x8" Steel C Detail T and AY E Attached Freestanding or 30 Attached Freestanding or 30 Attached Freestanding or 29'-11" F Structure Multis an Units 34 Structure Multispan Units 174" Structure Multis an Units GROUND TRIG OST POST MAX F 31 MAX POST LENGTH MAX 24-0' F MAX POST LENGTH MAX 33 LOAD MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER 4 1 17 1 15' POST MIN FOOTER 8' 1 17 1 15' I POST MIN FOOTER 5 e 1 17 1 is- LOAD LOAD (FT) ON SLAB FOR I SPACIN POST SIZE CONSTRAINED FOOTS SPACINGPOST 31 S1ZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTE (PSF) 34 (FT) SLAB (FT) TYPE 'd' 'd' "d" "d" (FT) TYPE "d" 'd" "d" 'd" (FT) TYPE 'd" •d" -d- •d" 33 33 28'-9" F 35 35 In) (in) (In) (in) 7.5 4.1" (in) (in) N) (in) F 32 in) (Io) In) On) llomYHE ruuUREC 10 5 13'-7" A 27-9" E 30 30 30 24'3" F 30 30 31 29'-11" F 32 32 34 LIVE 5.5 174" A 27-10" F 30 30 30 23'-11" F 31 31 31 24-0' F 33 33 33 LOAD 6 11'41 A 21'-9" F 31 31 31 23'-3' F 32 32 32 28'-7 F 34 34 34 ONLY 6.5 1014" A 206" F 31 31 31 27.7" F 32 32 32 2T-5" F 34 34 34 F 7 9'9' A 191.9" F 31 31 31 22'•1" F 33 33 33 28'-9" F 35 35 35 29 7.5 4.1" A 18'-11" F 32 32 32 21'•7" F 33 33 33 26-1" F 35 35 35 F B 8'3 A 18'3" f 32 32 32 21'•1' F 34 34 34 24.7' F 38 36 36 4'4" 8.5 5-0" A 1T6' F 32 32 32 ZO'6' F 34 34 34 24.1• F 36 38 38 34 9 7'3 A 16'-11" F 33 33 33 203" F 35 35 36 24'•7' F 37 37 37 35 9.5 T-2" A 15.4" F 33 33 33 10.8" F 35 35 35 24'-2" F 37 37 37 32 10 8'•9" A 16'-101 F 33 33 33 19'•1" F 35 35 35 239' F 38 38 38 33 10.6 54" A 1614" F 33 33 33 181•7" F 35 35 35 234• G 38 38 38 31 11 5-7 A 14'-10" F 33 33 33 15.2" F 36 38 36 23'-0" G 38 38 38 31 11.5 5'-11" A 14'4" F 33 33 33 1 r -W F 36 36 38 27.8" G 39 39 39 A 12 S6" A 14'-1" F 34 34 34 1T-3' F 36 36 36 274' G 39 39 39 11 5-2" A 13'4" F 32 32 32 15-6" F 34 34 34 21'"9" F 38 38 38 37 12 S6' A 12'-8' F 33 33 33 16'-1D" F 35 35 35 21'-7 G 39 39 39 14-9"G 13 S-2- A 17-1" F 33 33 33 151-3' F 35 35 35 274r G 39 39 39 115 MPH EXPOSURE C w 130 MPH EXPOSURE 8 105 143" 13'-7" A 21'9' F 33 33 33 2' -it" 23-7 F 33 33 34 28'-1" F 36 36 36 33 LIVE 6.5 174" A 20-7- F 33 33 33 13 111. F 34 34 342T3' 30 F 36 38 36 33 LOAD 6 11'4" A 1081 F 33 33 33 32 21'•10" F 35 35 35 254" F 37 37 37 17-7- ONLY 6.5 104"A 32 15-T F 34 34 34 JS JJ 21'-3"F 35 35 35 26'9' F 38 38 36 32 1614" 7 46` A 17"-9" F 34 34 34 A 20'481 F 36 38 36 2S -i" F 38 38 38 9 p 8 !I 7.5 4-1' A 17"-0"F 11'-1' 34 34 34 33 20-3"F 14'-2" S'4" 37 37 37 24'4" F 39 39 39 A 106' 8 816" A 153" F 35 35 35 19'-7- F 37 37 37 24'-0" F 39 39 39 33 33 33 33 8.5 e'-0" A 161-8" F 35 35 35 7-7- 18'-11" F 37 37 37 23'6" G 40 40 40 6 9 7' 3 A 16'-1" F 35 35 35 4 18'' F 38 38 38 23'-1" G 41 41 41 9.5 1-2" A 14'-7- F 35 35 35 1T -1D` F 38 38 38 22'6" G 41 41 41 10 59' A 14'-1" F 36 36 36 17'41 F 38 38 38 223" G 41 41 41 10.5 4 61" A 17-8" F 36 36 36 W-10" F 38 38 38 21'-11" G 42 42 42 11 5.7 A 13'3" F 36 36 36 15.6" F 39 39 39 21'-7- G 42 42 42 11.5 5-11" A 12'•10" F 36 36 36 15-0" F 39 39 39 21'31 O 43 43 43 12 5'6"A 12'6" F 36 36 36 16'6" F 39 39 39 21'-01 G 43 43 43 11 5-7 A 11'-101F 35 35 35 14'-11" F 37 37 37 204" G 42 42 42 12 56" A 11'31 F 35 35 35 14'3' F 38 38 38 15.11' G 42 42 42 13 V.2' A 10'9' F 38 36 38 13'6" F 39 39 39 19*W G 43 43 43 115 MPH EXPOSURE B 20 5 T-1• A 14.8" F 28 28 28 29 21'-10" F 29 29 31 32 256" F 31 31 33 36 LIVE 5.6 61" 4 A 1816" F 28 28 28 29 21'-7 F 30 30 30 32 251-8• F 32 32 33 34 LOAD 6 5.11• A 1T6" F 29 29 29 29 20-7- F 30 30 30 32 24'-11" F 32 32 32 34 ONLY 8.5 513 A 156' F 29 29 29 29 20.(r F 31 31 31 32 243' F 33 33 33 34 7 6'-1' A 15'-11" F 29 29 29 29 18'-7 F 31 31 31 32 23'6' F 33 33 33 34 7.6 4'-9' A 15'3" F 30 30 30 30 18'6" F 32 32 32 32 274" G 34 34 34 34 8 4'4" A 14'-7- F 30 30 30 30 17"-10' F 32 32 32 32 27-7' G 34 34 34 34 8.5 4'-7 A 14'-0" F 30 30 30 30 17"3" F 32 32 32 32 27-2" G 35 35 35 35 9 7-11" A 176" F 30 30 30 30 161-8' F 32 32 32 32 21'9' G 35 35 35 35 9.5 16' A 13'9' F 30 30 30 30 16'-7 F 33 33 33 33 21'4" G 36 36 36 36 10 3'6' A 12'-7' F 31 31 31 31 15-9" F 33 33 33 33 21'4" G 36 36 36 36 10.5 3'4' A 17-7 F 31 31 31 31 15'4' F 33 33 33 33 209' G 37 37 37 37 11 T-7 A 11'-10' F 31 31 31 31 14'-11" F 33 33 33 33 20'4" G 37 37 37 37 11.5 7.11 A 11'4" F 31 31 31 31 14'6' F 34 34 34 34 20-0" G 37 37 37 37 12 7.11" A 11'-1" F 31 31 '13' 14'-7 G 34 34 34 34 14-9"G 5S6" 38 38 38 38 31 11 3'-7 A 10'3 F 30 30 30 30 13'6" F 32 32 32 32 143" G 36 36 36 36 33 12 2' -it" A 10-0" F 30 30 30 30 12-11" F 33 33 33 33 186" G 37 37 37 37 A 13 76' A 46' F 30 30 30 3D 174' F 33 33 33 33 16'-4' G 38 38 38 38 30 12 Gauge x31)(8" Steel C Detail T Double 16 Ga 3"x8" Steel C Detail T and A Double 12 Ga 3'X8" Steel C Detail T and A' TABLE 6.8 27 Attached Freestanding or 20'-9" Alteched Freestanding or Attached Freestanding Or 29 29 Structure Multispan Units 25-2' Structure Multis an Units Structure Multis en Units I GROUND 31 32 M P T 30 MAXOST LENGTH tee' PI PI St LENGTH WIDTH SPACIN REDID OST MIN DOTE 1STIT 1 15' B POST MIN OOT IT 1 15' POST MIN 00 I 15' LOAD (FT) ON SLAS FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTE PACIN POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd. •d 'd' 'd' (FT) TWE "d 1d" 'd' 'd' (FT) TYPE 'd' 'd V "Cr 32 34 (in) in N (in) 4'9' in) (In) N) (N) in 30 5 51-W A 1T-11" F 27 27 27 28 20'-9" F 29 29 30 32 25-2' F 31 31 32 34 30 5.5 5* -2" A 15-11" F 28 28 28 28 20-1' F 29 29 30 32 24'4' F 31 31 32 34 6 4'9' A 16'4' F 28 28 26 28 19'4" F 30 30 30 32 27-8' F 32 32 32 34 6.5 4'4" A 15-7 F 28 28 28 28 1814' F 30 30 30 31 23'-1' G 32 32 32 34 7 4'-1' A 14'-6' F 28 28 28 28 1719" F 30 30 30 31 27-W G 33 33 33 33 7.5 T -B" A 15-10" F 29 29 29 29 iT4' F 31 31 31 31 27-0" G 33 33 33 33 8 T -W A 13'31 F 29 29 29 29 16'4" F 31 31 31 31 21'3 G 34 34 34 34 8.6 14" A 179' F 29 29 29 29 W-11" F 31 31 31 31 21'-1' G 34 34 34 34 9 3'-2" A 12'3' F 28 29 29 29 15'4"F F 31 31 31 31 20-8" G 35 36 35 35 9.6 3'-0' A 11'-10" F 2B 2B 29 29 14'-11" F 32 32 32 32 204' G 35 36 3S 95 10 T-10' A 11'4" F 30 90 30 30 14'4' F 32 32 32 32 20'-0- G 36 38 36 38 10.5 76"A A 11'-0' F 30 30 30 30 14'-1' G 32 1 32 32 32 19'-8"0 G 38 38 38 98 11 7-7' A 106 " F 30 30 30 30 4 13'' G 32 32 32 32 19' 4" G 36 38 36 36 11.5 74' A 104` F 30 30 30 30 13'4" G 33 33 33 33 14-1" G 37 37 37 37 30 5 51-V A 16'4" F 30 30 30 31 20-0" F 32 32 33 35 24-3.F 34 34 35 37 30 5.5 5'-7 A 15' 9' F 30 30 30 30 14-0' F 32 32 32 34 2T-5" F 35 35 35 37 6 4'9' A 14'-10" F 31 31 31 31 18'-7 F 33 33 33 34 279' G 35 35 35 37 6.5 4'4` A 14'-1' F 31 31 31 31 17"4" F 33 33 33 34 27-2' G 36 36 36 36 7 4'-1' A 13'4' F 31 31 31 31 16'6" F 33 33 33 33 21'-B" G 36 38 3S 36 7.5 3'9' A 17.10" F 31 31 31 31 161-0" F 34 34 34 34 21'-2" G 37 37 37 37 B 3'6` A 174- F 32 32 32 32 15'-V F 34 34 34 34 20-0" G 38 38 38 38 8.5 74" A 11'-10` F 32 32 32 32 14'-11" F 34 34 34 34 203• G 38 38 38 38 9 3'-2" A 11'4" F 32 32 32 32 14'4 F 35 35 35 35 10-11` G 39 39 39 39 9.5 3'-0" A 10.11• F 32 32 32 32 13'-11• G 35 35 35 35 146` G 39 39 39 39 10 7-10' A 10-7" F 32 32 32 32 13'6' G 35 35 35 35 19'-7 G 39 39 39 39 10.5 23 A 14-2" F 33 33 33 33 13'-2" O 35 35 35 35 14-11" G 40 40 40 40 11 2'-7' A 4-10' F 33 33 33 33 176" G 38 36 38 38 18'-7- G 40 40 40 40 11.5 2'4' A 4-T F 33 33 33 33 174 G 36 38 36 36 18'4" O 41 41 41 41 ICC ESR1398 (2012 IBC) 9/29/2013 Page 32 of 66 t 13p/2Q9 ' * OCT 02 2013 OFCAUE�� SSP 28 2015 ll0 MPH EA1,05URE b 30 5 59' A 1T-8" F 28 26 28 29 206• F 29 29 31 33 25-0' F 31 31 33 35 5.5 51-7' A 15.0" F 28 28 28 29 20'-0" F 30 30 31 33 243" F 32 32 33 35 8 4'9' A 15-10" F 29 29 29 29 19'-1` F 30 30 30 32 276' F 33 33 33 35 6.5 4.4" A 1S -W F 29 29 29 29 15.3' F 31 31 31 32 27-11' G 33 33 33 34 7 41-1" A 14.4• F 29 29 29 29 1T-7- F 31 31 31 32 27-0' G 34 34 34 34 7.5 09' A 13'-8" F 29 29 29 29 15-11" F 32 32 32 32 21'-10' G 34 34 34 34 8 3'3 A 13'-1' F 30 30 30 30 16'3" F 32 32 32 32 21.4" G 35 35 35 35 8.5 1-1. A 17-7" F 30 30 30 30 15-9' F 32 32 32 32 20-11' G 35 35 35 35 9 T-7 A 17-1• F 30 30 30J30 15'3" F 32 32 32 32 W-7" G 36 36 36 38 8.5 3'-0" A 11'-8' F 30 30 30 14'9' F 33 33 33 33 20'"2" G 36 36 38 36 10 7-10` A 11'3" F 30 30 30 14'4' G 33 33 33 33 14-te" G 37 37 37 37 10.5 73' A 10-11" F 30 30 30 13'-11' G 33 33 33 33 146" G 37 37 37 37 11 7-7- A 10-7' F 31 31 31 176" G 33 33 33 33 11 G 37 37 37 37 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 30 5S6" A 16'3 F 31 31 31 31 146' F 33 33 33 35 6.5 S-7 A 15`3 F 31 31 31 31 181-9' F 33 33 33 35 r� fWs/0 6 4'9' A 14'•7- F 31 31 31 31 1T-10' F 33 33 33 35 Qi(LY W ` 6.5 4'4" A 13'-10' F 32 32 32 32 1T-1" F 34 34 34 34 I{� .PU 7 4'-1" A 13'-7 F 32 32 32 32 16'4" F 34 34 34 34 . C 7.5 03 A 17-7- F 32 32 32 32 16'41 F 36 35 JS JJ Z� y 8 3'3 A 17-1' F 32 32 32 32 1614" F JJ 35 38 38 m 8.6 04' A 11'•T F 33 33 33 77 14'-0" F JJ J5 9 p 8 !I 8 T-7 A 11'-1' F 33 33 33 3J 14'-2" S'4" G G 3J CJ 1 N ) 9.5 3'9' A 106' F 33 33 33 33 1 ir5l 10 10.5 7-10" 76" A A 104' 10-0' F F 33 33 33 33 33 33 33 33 W -V 17.11" 11 7-7- A 46" F 33 33 33 33 1761. 0 6 ICC ESR1398 (2012 IBC) 9/29/2013 Page 32 of 66 t 13p/2Q9 ' * OCT 02 2013 OFCAUE�� SSP 28 2015 Sol In CnVFR 6 D POST SPACINRS FOR PATIO ANO COMMFRCIAI COVFRS IN 115 MPH WINn ARFAS TABLE 6.8 12 Gauge x3"x8" Steel C Detai(T) Double 16 Ga 3"x8" Steel C Detail T and AY Double 12 Ga 3"x8" Steel C Detail T and A Attached Freestanding or Attached Freestanding or 31 Attached Freestanding or F Structure Mullis en Units Structure Muldspan Units 2544 Structure Muldspan Units GROUND TRIG POST POST MAX SS' MAX POST LENGTH MAX F MAX POST LENGTH MAX 31 31 MAX POST LENGTH SNOW WIDTH SPACING REO'D POST 2416" 5 I 17 I15' POST MIN FOOTER 5 I 17 I 15' POST MIN FOOTER B' I 17 I 15LOAD A (FT) I ON SLAB I FOR I SPACIN JpMtNFOOTER SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS(PSF) F 36 (FT) SLAB (FT) "d" 'd• 'd' "d' (FT) TYPE "d' 'd' •,r 'd' (FT) TYPE 'd' 'd' 'd' "d• 32 181-8" F 34 34 (In) (In) lin) (M) 23-2" (in) (in) (in) (in) 36 36 (in) (in) (In) (in) 206 5 7'-1' A 18'.2" F 31 31 31 31 20-11' F 32 32 33 35 2544 F 34 34 35 38 LIVE 5.5 SS' A 1T-1" F 31 31 31 31 20'1' F 33 33 33 35 2416" F 35 35 35 37 LOAD 65.11" 5'8 A 15 -r F 31 31 31 31 19' 51 F 33 33 33 35 23'-10' F 36 36 30 37 ONLY 6.5 5'-5" A 15'4" F 32 32 32 32 181-8" F 34 34 34 34 23-2" G 36 36 36 37 7 5'-1" A 14'6' F 32 32 32 32 1T-11• F 34 34 34 34 27-7' G 37 37 37 37 7.5 48 A 14'8 _ F 32 32 32 32 1T1• F 35 35 35 35 27-1" G 38 38 38 38 8 4'S A 155' F 33 33 33 33 15-7' F 35 35 35 35 21'8 G 38 38 38 38 8.5 4'-2' A 17-10" F 33 33 33 33 15-0' F 35 35 35 35 21'-2" G 39 39 39 39 9 3-11' A 17S" F 33 33 33 33 15'6' F 36 36 38 36 W-10' G 39 39 39 39 9.5 3'51' A 11'-11• F 33 33 33 33 15'-1" F 36 36 36 38 2051' G 40 40 40 40 10 38 A 11'8 F 33 33 33 33 14'-7' F 36 36 36 36 20.1' G 40 40 40 40 10.5 3'4" A 11'-2" F 34 34 34 34 14'-2" G 36 36 36 38 155' G 41 41 41 41 11 T-2" A 10-10' F 34 34 34 34 13'-10' G 37 37 37 37 156' G 41 41 41 41 11.5 3'-1" A 1aS' F 34 34 34 34 13'45" G 37 37 37 37 15-2" G 41 41 41 41 12 7.11' A 101-2" F 34 34 34 34 13-1" G 37 37 37 37 18'-111 G 42 42 42 42 11 3-2" 1 A 5-7- 1 F 1 32 1 32 1 32 1 32 11 176' F 35 35 1 35 1 35 11 18'51 I G 1 40 1 40 40 40 25 5 55• A 155' F 28 28 28 29 21'5' F 29 29 31 32 251' F 31 31 33 35 MAX POST GTH 5.5 S-2' A 10'4' F 28 26 28 29 21'8 F 30 30 30 32 256' F 32 32 32 34 (In) (In) lin) (in) 8 5'8 A 1T4' F 29 29 29 29 20'5 F 30 30 30 32 24'5' F 32 32 32 34 6.5 5'-2" A 158 F 29 29 29 29 158 F 31 31 31 32 24'-1" F 33 33 33 34 7 4'-10' A 1516" F 29 29 29 29 15-0" F 31 31 31 31 23'51 F 33 33 33 34 7.5 451 A 151-0' F 29 29 29 29 1811" F 31 31 31 31 23-0' G 34 34 34 34 8 4'3" A 14'S" F 30 30 30 30 1716' F 32 32 32 32 276' G 34 34 34 34 8.5 4'-0' A 13'-10' F 30 30 30 30 17'-1" F 32 32 32 32 27-0" G 35 35 35 35 93'8 3'4r A 134' F 30 30 30 30 16'51 F 32 32 32 32 21'-r G 35 35 35 35 8.5 3-7' A 17-10' F 30 30 30 30 158F F 33 33 33 33 21'1• G 36 36 36 36 10 34' A 12'S F 30 30 30 30 15'-7" F 33 33 33 33 20-10' G 36 36 36 36 10.5 T-2" A 17-0" F 31 31 31 31 ,15-2" F 33 33 33 33 206" G 36 36 36 36 11 3'-1' A 71'8 F 31 31 31 31 14'5' F 33 33 33 33 20'-2" G 37 37 37 37 11.5 7-11' A 11'4' F 31 31 31 31 14'4' G 33 33 33 33 15-11" G 37 1 37 37 1 37 25 5 65' A 1T5' F 31 3131 Attached Freestanding or 31 20'6' F 32 32 33 35 254' F 34 34 35 37 MAX POST GTH 5.5 0-2' A 18'-9' F 31 31 31 31 2018 F 33 33 33 35 241" F 35 35 35 37 (In) (In) lin) (in) 6 5'51A lin) (in) On (In) 15'-t0' F 31 31 31 31 1B'-1' F 33 33 33 34 23'-0'F G 36 36 36 37 8.5 5'-2" A 161-0' F 32 32 32 32 18'1' F 34 34 34 34 27-11" G 36 36 36 37 7 4'-101 A 14'4• F 32 32 32 32 17'-7' F 34 34 34 34 274" G 37 37 37 37 7.5 4'6• A 13'8 F 32 32 32 32 15-11• F 34 34 34 34 21'-10' G 37 37 37 37 8 4'3' A 13'-1' F 32 32 32 32 1611' F 35 35 35 35 21'51" G 38 38 38 38 8.5 4'-0" A 17-r F 33 33 33 33 15'5'F G 35 35 35 35 20-11' G 39 39 39 39 9 3'4r A 17-1' F 33 33 33 33 1511' F 35 35 35 35 20.7' G 39 39 39 39 9.5 3-7' A 1118 F 33 33 33 33 14'8 F 36 38 36 36 20'-2" G 39 39 39 39 10 34' A 111-7 F 33 33 33 33 14'4' F 36 36 36 36 15-10" G 40 40 40 40 10.5 3'-r A 10.11" F 33 33 33 33 13'-11' G 36 36 36 36 1551 G 40 40 40 40 11 T-1" A 10-r F 33 33 33 33 IT -W G 36 36 36 36 1911' G 41 41 41 41 11.5 7-11' A 103" F 34 34 3434 13-2" G 36 36 38 38 15-11- G 41 41 41 41 12 Y-10' A 5-11' F 34 34 34 34 17-10" G 37 1 37 37 1 37 18'-0' G 42 42 42 42 VCIY CRALIr1.11 Rul. vwV rum InC0C IAOLCJ 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 PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.8 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8 40 12 Gauge x3"x8" Steel C Detail T Double 16 Ga 3"x8" Steel C Detail T andA' Double 12 Ga 3"x8" Steel C Detail T and A' TABLE 5.8 26 Attached Freestanding or 28 Attached Freestanding or Attached Freestanding or 28 28 SWcture Mullis an Units 32 Structure Multis an Units Structure Mulls an Units POST POST 30 MAX PiSTLEN HIT 34 MAX POST GTH MAX 5112' DTH SPACINREOD SNOUND OW WIB POT MIN 00 1 15' PMOST MIN 00 8' I 17�I 15 IGTH POST MIN 00 SPI 15' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTE PACIN POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE •d' •d' •d• -Cr (FT) TYPE 'd' 'd' •d- 'd' (FT) TYPE "d' 'd" 'd• "d' 32 34 (In) (In) lin) (in) 6 (in (in) In N lin) (in) On (In) 40 5 4'4' A 15-0• F 26 26 26 28 153' F 28 28 30 32 231-r F 30 30 32 34 S 5.5 3'-11' A 16'-0" F 27 27 27 27 151' F 28 28 29 31 27-10' G 31 31 32 34 3/16"x4"x4" Steel Square 6 3'-r A 14'-2" F 27 27 27 27 1T -S' F 29 29 20 31 271" G 31 31 31 33 6.5 3'4" A 13'-5" F 27 27 27 27 194, F 29 28 29 31 21'6' G 32 32 32 33 7 T-1" A 17-10" F 27 27 27 27 18'8 F 29 29 29 30 21'-1" G 32 32 32 33 7.5 7-10' A 171" F 27 27 27 27 15-0" F 30 30 30 30 20-r G 33 33 33 33 8 76' A 11'8 F 28 28 28 28 14'5" F 30 30 30 30 20-2" G 33 33 33 33 8.5 78 A 11'1" F 28 28 28 28 14'1" G 30 30 30 30 105" G 34 34 34 34 9 2'4" A 10'5' F 28 28 28 28 13'-9• G 30 30 30 30 155" G 34 34 34 34 9.5 71' A 1aS" F 28 28 28 28 13'4' G 31 31 31 31 15-1" O 34 34 34 34 10 7-r A 10'-w F 28 28 28 28 17-11" G 31 31 31 31 18'8 G 35 35 35 35 10.5 7-V A 58 F 28 28 28 28 17-7' G 31 31 31 31 18'51' G 35 35 35 35 40 5 4.4" A 14'-11' F 29 29 .29 30 18'-2' F 31 31 32 34 275' G 33 33 35 37 S 5.5 3-11" A 14'8 F 29 29 29 29 1T1" F 31 31 32 34 27-1" G 34 34 34 36 3/16"x4"x4" Steel Square 6 T -r A 13'1' F 29 29 28 29 16'S' F 32 32 32 33 21'51" G 35 35 3S 36 6.5 34• A 1751 F 30 30 30 30 1516' F 32 32 32 33 20-10' G 35 35 35 36 7 3'-1' A 11'-11' F 30 30 30 30 15-0' G 32 32 32 33 204" G 36 36 36 36 7.5 7-10' A 1114" F 30 30 30 30 1V-5" G 33 33 33 33 19'-11• G 38 36 36 36 8 2'51' A t0-10' F 30 30 30 30 13'-11' G 33 33 33 33 191-6' G 37 37 37 37 8.5 76' A 1aS F 31 31 31 31 1T-5" G 33 33 33 33 15-1' G 37 37 37 37 9 2'4' A 10'8 F 31 31 31 31 17-11' G 33 33 33 33 158 G 38 38 38 38 OVER- HANG Post Desaiption Max POST Detail Hgt Code TABLE 52 TRIBUTARY WIDTHS FOR SINGLI PROJECTION OF SINGLE SPAN: (FT) S 7' S 5 10 11' 17 13 0 3 3.5' 4' 4.6' S' 6.5' S 6.5' 1' 3.5' 4' 4.5 S 5.5 S 6.5 T 7 Ne ' We We 5.5' @ 6.5 7' 7.5' 7 nta We n1a Ne We We Ne S 4' n/a We n/a Na Ne Na Na We TABLE 5.3 Post Requirements for Attached Single Sp an Structures Post Desaiption Max POST Detail Hgt Code Twin 0.01W' (1.5"x1.5" Scroll 9' A c 0.042'713"x8" Aluminum Post 10' B N30 0.024"x3'a'Postwith Side lat 11' B NIB. BK Clover 0.030`76 3' Alum 11' C N11. AH Clover 0.040"x3"4"Alum 11' D NI1.AH Colonial 0.062" Extruded 12' E AE 0.041'k 50' Steel Clover 11' F N11, AH 0.041"x3"x3" Steel Clover 8' G N11. AH 3/1V')0'x3" Steel Square 15' H N17, AG 3/16" x3"x3" Steel Square 12' 1 NIT, AG 3/16"x4"x4" Steel Square 15' J N17, AG 3/16"x5'7c5" Steel Square 15' K N17. AG SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 33 of 66 OCT 02 2013 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.8 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (N1 -N35 or A -BM) Cart Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cariputnam(d)comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 33 of 66 OCT 02 2013 Snl In rnVFR a n PACT 9CAr1M12C CnR Da Tin akin rnMitw2rLai rnvFRa ulnu whin aRFac TABLE 6.1 0.042 " Box Beam(Detail 30 Double 0.042' 'k6" Beam(Detail 25 Double 0.0 0')2'x6.625' Beam (Data 25 A Attached Freestanding or 27 Attached Freestanding or B Attached Freestanding or 29 31 Structure Multis an Units 23 Structure Mulfispan Units 30 Structure MUMS an Units GROUND TRIG POST POST MAX 25 26 MAX POST LENGTH MAX B 24 MAX POST LENGTH MAX 30 17-0' MAX POST LENGTH SNOW WIDTH SPACING REO'D P037 MIN FOOTER B' I 16 I 17 POST MIN FOOTER 8' I 16 I 12' POST MIN FOOTER 6 I 10' I 1Y LOAD (FT) ON SLAB I FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) 24 (FT) SLAB (FT) TYPE "d" "d' 'd' "a• (FT) TYPE "d" "d^ 'd 'd" (FT) TYPE "d' "d" 'd" 28 5 13'-7" A TS" B (in) (in) (in) (in) 26 26 M) (fn) (in) 6n) 25 26 (in) -1 (In) (In) 10 3 2 215' A 10'-1" A 21 25 27 28 14'-11' B 24 77 29 31 13'4" B 23 27 28 30 E 3.5 19-5" A 91-3' A 21 25 26 28 13'-8" B 24 27 29 30 17-0' B 23 26 28 29 LOAD 4 1T-0" A 8'S' A 22 24 26 27 17-9' B 25 26 28 30 11'-6^ B 24 26 27 29 ONLY 4.5 16'-1" A 7'-11" A 22 24 25 27 11'-11" C 26 26 28 29 1V-9" B 24 28 27 29 28 5 13'-7" A TS" B 22 24 26 26 11'3^ C 25 26 27 29 10-2" B 25 25 27 28 25 6.5 174" A 6'-11" B 22 23 25 26 10'4" D 26 26 27 28 6-7' G 25 26 26 28 25 6 11'4" A 6'S' B 23 23 24 26 10'-1" 0 26 26 27 28 9.2" C 25 25 26 28 25 6.5 10-6" A 6'-7 B 23 23 24 26 911" 0 26 26 26 28 8'S" D 26 26 26 27 25 7 9151' A 5'-11" B 23 23 24 25 9'3` D 27 27 27 28 81S" D 26 28 26 27 24 7.5 6.1" A 5'-7" B 23 23 24 26 8'-10" 0 27 27 27 27 8'-1" D 26 26 26 27 24 8 111' A 54' 8 23 23 23 25 8'S" 0 27 27 27 27 TS" D 26 26 26 27 24 8.5 6-0"A A 5'-1" B 23 23 23 25 6-2" D 27 27 27 27 T3 0 27 27 27 27 24 97'4" 7'S" A 4'-11" 8 23 23 23 24 T-11" D 27 27 27 27 T3' 0 27 27 27 27 25 9.5 T-2" A 4'S' B 24 24 24 24 TS' 0 28 28 28 28 T-0" D 27 27 27 27 T-7 10 SS" A 4'1" B 24 24 24 24 TS" D 28 26 28 28 540- D 27 27 27 27 D 116-2" S-7 A 4'-r B 24 24 24 24 6'-11' E 28 28 28 28 8'S" D 27 27 27 27 4.5 5 12 SS" A 3-11" B 24 24 24 24 65' E 28 28 28 28 11 D ZB 28 28 28 24 13 5-7 A 3'S^ B 24 24 24 24 6-7 E 29 29 29 29 5'-8' D 28 28 28 28 10 3 275' A 6-0" A 22 27 28 30 13'4" B 25 29 31 33 17-0' B 25 28 30 32 E 3.6 191-5" A 8'4" A 23 26 28 29 12'3" C 26 29 30 32 11'-1' B 25 28 30 31 LOAD 4 171-0" A TS" a 23 26 27 29 11'3 C 27 28 30 31 10'-3" B 26 28 29 31 ONLY 4.5 15'-1' A 6'-11' B 23 25 27 28 165" 0 27 28 29 31 9'-7' C 26 27 29 30 28 5 13'-7" A V-6 B 24 25 27 28 10'-0" 0 27 27 29 31 91-1" C 27 27 28 30 25 6.5 174" A 6-1" B 24 25 26 28 9S" D 28 28 29 30 B'-7" D 27 27 28 30 25 6 11'4' A 6'S " B 24 24 26 27 -0 9'" 0 28 28 28 30 . 67 D 27 27 28 29 25 6.6 10'4" A T-6^ B 24 24 26 27 8'-7" 0 28 28 28 30 T-10' D 28 28 28 29 25 7 91S" A 5'-i" B 25 25 26 27 8'-7 0 29 29 29 29 TS" D 28 29 28 29 24 7.5 7-1' A 4'-10^ B 25 26 25 27 T-10" D 28 29 29 29 T-7 D 28 28 28 29 24 8 65" A 4'-7' 8 25 25 26 26 715" 0 29 29 29 29 6'-11^ D 28 28 28 28 24 8.8 11" A 4'S" B 25 25 25 26 T-7 E 29 29 29 28 65" D 29 29 29 29 24 9 7'S" A 4'-7 B 25 25 25 26 6-11" E 30 30 30 30 65' D 29 29 29 29 25 9.6 T -Z' A 4'-0' B 25 25 25 26 65^ E 30 30 30 30 S-7 D 29 29 29 29 T-7 10 6-9' A 3'-10" B 25 26 25 28 65' E 30 30 30 30 e'4' D 29 29 29 29 D 11 S-7 A 31-7" B 25 25 25 25 6-1" E 30 30 30 30 Sr E 30 30 30 30 4.5 5 12 SS' A 34` B 26 28 26 26 SS' E 30 30 30 30 5'4" E 30 30 30 30 24 13 S-7 A Y-1" B 26 28 28 28 5'1" E 31 31 31 31 5'-1' E 1 30 1 30 1 30 1 30 10 3 274' A 915' A 21 26 28 29 14'4" B 24 28 30 31 17.10" B 24 28 28 31 E 3.5 1P3 A 8'-10'A B 22 25 27 28 13'-7 B 25 28 29 31 11'-10' B 24 27 29 30 LOAD 4 17'4" A 8'-2" A 22 25 27 28 17.3' C 26 27 29 30 11'41^ B 25 27 28 30 ONLY 4.5 161-1" A T-7' 8 23 25 26 28 11'3C D 26 27 29 30 104" 8 25 28 28 29 28 5 13'-r A T-1" B 23 24 26 27 164' D 26 27 28 30 91S' C 26 26 28 29 25 5.5 174" A S•7- B 23 24 25 27 10'-7 D 27 27 28 29 9'3" C 26 26 27 29 25 6 11'4" A3 63" B 23 24 25 27 63 D 27 27 28 29 8'-10" D 26 26 27 28 25 8.5 10' A 5-11" B 24 24 25 26 13" D 27 27 27 29 65" D 27 27 27 28 25 7 91 4" A 5'-7^ B 24 24 25 26 8'-10" 0 28 28 28 28 6-1" D 27 27 27 28 24 7.5 9'-1" A 6'4^ B 24 24 24 26 I.S. 0 28 28 28 28 T49' D 27 27 27 26 24 8 11" .A 5'-1 8 24 24 24 26 8'-7 D 28 28 28 28 S 7'" D 27 27 27 27 24 8.5 8'-0" A 4'-10^ B 24 24 24 25 T-10" D 28 28 28 28 T-7 D 28 28 28 28 24 9 7'S" A 4'1" B 24 24 24 25 7'-7' D 28 29 29 29 6'-11" D 28 28 28 28 25 8.5 T-7 A 4'-S" B 24 24 24 25 T3' E 29 29 29 29 65' D 28 28 28 28 T-7 10 6-B" A 4'-3" B 24 24 24 25 T-1" E 29 29 29 29 6'3 D 28 28 28 28 D 11 6.7 A 4'-0" B 25 25 25 25 6-7' E 29 29 29 1 29 6'-7 0 28 28 28 28 4.5 5 12 S4' A 35" 8 25 25 25 25 63' E 29 29 29 29 5.10" E 29 29 29 29 24 13 S-7 A 73 B 25 25 25 25 T-11' E 30 30 30 30 5'3 I E 29 1 29 29 29 0.042"x3')8" Box Beam Detal N30 Double 0. 2"x3')8" Beam (Detail N25 Doub a 0.040'X19L6.625" Beam Deta I N25' TABLE 6.1 Attached Freestand ng or Attached Freestanding or Attached Freestanding or Structure Multis an Units Structure Multis an Units Structure Multts an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MM PO$T LENGTH MAX MAX POST LENGTH SNOW DTH SPACIN REO'D POST MIN OOTE S' I 10' I 17 POST MIN OOT S' I 10' I 17 8' I 16 I 12' POST MIN[tc LOAD (FT) ON SLAB FOR SFACM POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POSTONSTRAINED FOOTS(PSF) (FT) SLAB (FT) TYPE 'd^ 'd' 'C 'd' (FT) TYPE 'd 'd' ^d' 'd' (FT) TYPE 'd"'T 4T(in) lm)(in) 27 19h1 lin 25 3 1114- A 6-1" A 20 25 27 28 17-7' C 23 27 28 30 71'-0' B 22 27 28 30 27 3.5 I.S. A T4' B 21 24 26 27 11'-2" D 24 27 28 30 10-1' C 23 26 28 29 27 4 813 A 8'-9" B 21 24 26 27 1014" D 24 26 28 29 914" C 23 26 27 29 26 4.6 TS" A 6-2" B 21 24 25 27 85'. D 25 26 28 29 8'4" 0 24 25 27 28 28 5 8'-9" A 513 B 21 23 26 26 6.1" 0 25 26 27 29 63" D 24 25 27 28 25 5.6 6-7 A 51S' B 22 23 24 26 8'•7" D 25 25 27 28 T-10" D 24 25 26 26 25 8 514' A 5'-1" B 22 23 24 26 8'-1" D 25 25 27 28 TS' D 25 25 26 27 25 6.6 S-7 A 4'S" B 22 22 24 25 7"4" D 26 26 26 28 7'-1' D 25 25 28 27 25 7 4'-10" A 4'S" B 22 22 24 25 T4" E 26 26 26 27 6'S" 0 25 25 26 27 24 7.5 4'3 A 4'3" 8 22 22 23 25 T-0" E 26 26 25 27 6S^ D 26 26 28 27 24 8 4'-3' A 4'-1" B 22 22 23 26 6-9" E 26 26 26 27 63' D 26 28 26 27 24 8.6 4'-0" A 3'•70' 8 22 2223 24 24 65" E 27 27 27 77 6-0" E 26 26 28 26 24 9 T -Ir A 3'S" B 22 22 23 24 S-7 E 27 27 27 27 SS" E 26 26 26 26 25 9.5 7-7" A 3'4' B 23 23 23 24 6-0' E 27 27 27 27 S-7' E 26 28 26 26 25 3 114' A 71S' B22 7'-10"8 27 28 30 11'3' D 26 29 31 33 10-7 C 24 28 30 32 27 3.5 9'S" A 64' B 22 26 28 29 10'4' 0 26 29 30 32 9'4' 0 25 28 30 31 27 4 81 3 A 6-1" B 23 26 27 29 63 0 26 28 30 31 64" D 28 28 29 31 26 4.5 T3 A S-7' 8 23 25 27 28 8'-10" D 27 28 29 31 T-1" D 26 27 29 30 28 5 6'S' A 5'-7 B 23 25 26 28 64" D 27 27 29 31 T-7' 0 26 27 28 30 25 6.5 8'-7 A 4'-10"23 A 23 24 26 28 7'40" E 27 27 29 30 T-7' 0 27 27 28 30 25 8 51S" A 4'3 B 24 24 26 27 TS' E 28 26 28 30 6'-10" D 27 27 28 29 25 6.5 T-7 A 4'3" B 24 24 25 27 T-0' E 28 28 28 30 63 D 27 27 28 29 25 7 4'-10' A 4'4" 8 24 24 25 27 63 E 28 28 28 29 6-2" E 28 28 28 28 24 7.5 4'S" A X-10" B 24 24 25 26 64' E 20 28 28 29 5'-11" E 28 28 28 29 24 8 4'3" A T-7"' C 24 24 25 26 6'-1" E 29 29 29 29 614" E 28 28 28 28 24 8.5 4'-0 " A S 7' C 24 24 24 26 5'-10" E 29 29 29 29 S3 E 28 28 28 28 24 9 3'S" A 3'3"C A 24 24 24 26 5'-7" E 29 29 29 29 5'3" E 28 28 28 28 25 8.5 3'-7" A T-1" C 24 24 24 26 5'S" E 28 28 29 29 5'-1' E 29 29 29 29 130 MPH EXPOSURE 8 30 3 9'S"A 7'-10"8 19 24 25 27 11'-10" C 22 28 28 29 1015" B 21 25 27 28 3.5 8'-7 A T-1" 6 16 23 25 26 10'-10" D 22 26 27 29 9'-10" C 22 25 27 28 4 7'-1' A 6'3 B 20 23 24 26 10'-1" D 23 25 27 28 B'-1' 0 22 25 26 28 4.5 64" A 6-0' B 2023 24 25 9'4' D 23 25 26 28 8'S' D 22 24 28 27 5 5'4' A 5'-7" B 20 22 24 25 8'-101' D 23 24 26 27 8'1' 0 23 24 25 27 5.5 5'-r A T-7 B 20 22 23 25 63' D 24 24 26 27 T-7- D 23 24 25 27 6 41^ 4 A 4'-10" B 20 22 23 24 T-10" D 24 24 25 27 T-7 D 23 23 25 26 6.5 4'4" A 4'-7" B 21 21 23 24 TS' E 24 24 25 28 8'-10" D 24 24 25 26 7 4'-1' A 4'4" B 21 21 23 24 T-1" E 24 24 25 26 S-7'0 24 24 24 28 7.5 75" A 4'-7" B 21 21 72 24 8'4' E 25 25 25 26 6'3' D 24 24 24 26 8 73 A 7-11^ B 21 21 22 23 63 E 25 25 25 26 1 6-0' E 24 1 24 24 25 a6 74' A 3'S' B 21 21 22 23 63' E 25 25 25 28 5'-10" E 24 24 24 25 8 52" A 3'3 8 21 21 22 23 6'-0" E 25 25 25 25 5'-7' E 25 25 25 25 130 MPN EXPOSURE C 30 3 9'3 A T-7 B 2125 27 29 111-0" D 24 28 30 31 3.6 6-7 A 65" B 21 25 27 28 16-0" D 24 27 28 31 4 7"A" A 5'-11^ B 21 24 28 28 63" 0 25 27 29 30 QRQf ESSIt� f 4.5 5 64" 5'4" A 51S" B 22 24 28 27 11" 6'"1" D 0 25 26 26 20 28 30 26 ,PI1 . A S5' -0"B 22 24 26 27 29 C - 5.6 5* -7 A 4'S' B 22 23 26 26 nr D 26 28 27 28 6 4'-9' A 4'S" B 22 23 26 26 7'-Y' E 26 26 27 29 6.5 4'4^ A 4'-11' 8 22 23 24 28 6'-10" E 28 26 p 7 4'-1" A 3.11' 8 22 23 24 26 8'-0" fi 27 1 D S 7.5 7-0" A 34'a 23 23 24 20 6d" E * 8 3'3 A 3'$ B 23 23 24 26 5.11" E Q r 8.5 74" A 74" B 23 23 23 26 6'S3" r , 9 7-7 A 7-7 C 23 23 23 26 5'' a 27 ➢I 2 �" \�P 11, 4. I OCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 34 of 66 Ut/ CALW o�cauF�� SEP 28 2015 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA; TABLE 6,1 0.042'k'J"x8" Box BeamDetall N30) Double 0.042"xY`x8" Beam (Detail N25) Double 0.040')2'k6.625' Beam Detail 25) A Attached Freesta=N309) Ing or 29 Attached Freestanding or C Attached Freestanding or 32 34 Structure Mullis an Units 26 Structure I Multispan Units 33 Structure Mullis an Units GROUND TRIG POST POST MAX 27 29 MAX POST LENGTH MAX C 27 MAX POSTLENGTH MAX 33 10-8' MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MW FOOTER 0 I 10 I 1Y POST MIN 24 8' I td I 1Y POST MIN FOOTER 0 I 10 I 1Y LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACI POST IFOOTER SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) 26 (FT) SLAB (FT) TYPE "� 'd 'd' "d" (FT) TYPE 'd 'd' "rr "d' (FT) TYPE '? 'd' 5 13'-7' A 03" B (in) (L) (ln) (lo) 27 29 (N) (M) (in) Pn) 29 29 (in) (In) (b) (b) 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 22'4' A 11" A 23 28 29 31 17-11" C 27 30 32 34 111-8" 8 26 29 31 33 LIVE 3.5 105" A T-10' 8 24 27 29 30 11'-11" C 27 29 31 33 10-8' C 26 29 31 32 LOAD 4 17'-0' A T3' B 24 26 28 30 111-0" D 28 29 31 32 9'-11" C 27 28 30 32 ONLY 4.5 15'-1' A I.S. B 24 26 28 28 103' D 28 29 30 32 04" D 27 28 30 31 5 13'-7' A 03" B 25 28 27 29 0-8" D 29 29 30 32 816' D 28 28 29 31 5.5 174' A 6-1 D" B 25 25 27 28 9'-2' D 29 29 30 31 8'4" D 28 28 29 31 6 11'4' A 56" B 25 25 27 28 w -S" D 29 29 29 31 7'-11" D 28 28 29 30 6.5 105" A 5'-2' 8 25 25 26 28 03' D 30 30 30 31 T6" D 29 29 29 30 7 016" A 4'-10" B 26 25 26 28 T-10' D 30 30 30 30 T3" D 29 29 29 30 7.5 0.1' A 4'-W B 26 26 26 27 T.S. E 30 30 30 30 6'-11" D 29 29 29 29 8 8'-8" A 4'S" B 26 26 26 27 T3" E 30 30 30 30 6'-8" D 30 30 30 30 8.5 0-0" A 4'-T B 28 28 28 27 0-11" E 31 31 31 31 S5" D 30 30 30 30 9 7'-8" A 4'-0' B 26 26 26 27 61-8" E 31 31 31 31 S-2" E 30 30 30 30 9.5 T-2' A 3'-10" B 26 26 28 26 I.S. E 31 31 31 31 6-0" E 30 30 30 30 10 S-9" A 3'-8' B 26 26 25 28 03" E 31 31 31 31 5'-8" E 30 30 30 30 11 1 6--2" 1 A 1 3'S" C 26 26 26 25 5'-10" E 31 31 31 31 5'S" I E 1 31 1 31 31 31 20 3 11'-10' A 8'4' A 20 25 27 28 17-T C 23 27 29 31 11'3' B 23 27 28 30 E 3.5 10-2" A r -71B B 21 25 26 28 11'6" D 24 27 29 30 101" C 23 25 28 29 LOAD 4 8'-11" A 6'-11" B 21 24 26 27 104" 0 24 26 28 30 01" C 24 26 28 29 ONLY 4.5 T-11" A SS" B 21 24 25 27 10-0" D 25 26 28 29 0-0' D 24 26 27 29 5 7'-1' A 6'4' B 22 23 25 26 9'4" D 25 26 27 29 0S" D 24 25 27 28 5.6 615" A 5'-7" B 22 23 25 20 8'40" D 25 25 27 28 S-1" D 25 25 26 28 6 5-11" A S3' B 22 23 24 26 84" D 26 26 27 28 T6" D 25 25 26 28 6.5 I.S. A 4'-11" B 22 23 24 25 8'-0" E 26 26 26 28 7`4' D 25 25 26 27 7 5'-1" A 4'6" B 22 22 24 25 T -T E 26 26 28 28 T-0" D 28 26 28 27 7.5 4'6" A 4'S" 8 22 22 2425 26 T3" E 26 26 26 27 S 48" D 28 28 26 27 8 4'5" A 4'3' B 23 23 23 25 0.11" E 27 27 27 27 05" D 26 26 26 27 8.54'-2" 4'-2' A 4'4" 8 23 23 23 24 S-8" E 27 27 27 27 0.7 E I 26 28 25 26 8 3'-11' A T-10'8 C 23 23 2324 26 05" E 27 27 27 27 64" E 26 28 25 26 8.5 3'6" A T -V C 23 23 23 24 e'-2" E 27 27 27 27 S-9" E 27 27 27 27 C ar 160 MPH EXPOSURE B 20 3 11'-10' A 716 " B 22 27 28 30 11' 3" D 25 29 31 33 10-T C 24 28 30 32 E 3.6 10-2" A 8'-8' B 22 26 28 29 104' D 26 29 30 32 04" C 25 28 30 31 LOAD 4 8'-11" A S-1" B 23 26 27 29 9'1" D 26 28 30 31 11" D 26 28 29 31 ONLY 4.5 T-11' A 5'-7" B 23 25 27 28 0-10" D 27 28 29 31 S-1" D 26 27 29 30 6 7'-1" A V-2' B 23 25 28 28 8'4" D 27 27 29 31 T-7" 0 26 27 28 30 5.5 SS" A 4'-1 P 8 23 24 28 28 T-10" D 27 27 29 30 T-2" D 27 27 28 30 6 V-11' A 4'1" B 24 24 26 27 7'S" E 28 28 28 30 0-1D" D 27 27 28 29 6.5 51" A 4'3" B 24 24 25 27 T-0' E 28 28 28 30 S6" D 27 27 28 29 7 5'-1" A 4'-0' 8 24 24 25 27 6'4" E 28 28 28 29 S-2" 0 28 28 28 29 7.5 4'6' A YAW 8 24 24 25 26 04" E 28 28 28 29 5-11" E 28 28 28 29 8 4'S' A 3'-7" B 24 24 25 26 S-1" E 29 29 29 29 5'-8" E 28 28 28 28 8.5 4'-2' A 3'4" B 24 24 24 28 5-10' E 29 29 29 29 5*1' E 28 28 28 28 9 Y-11' A 3'3" C 24 24 24 26 5'-7' E 29 29 29 29 53" E 28 28 28 28 9.5 3'-0' A 3'-1' C 24 24 24 26 SS" E 28 29 29 29 $-1' E 29 28 29 29 10 3'6' A 3'-0" C 24 24 24 25 5--2" 1 E 29 29 29 29 4'-11" E 29 29 29 29 GENERAL INS 1 RUCTIONS 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 PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.1 1dn MPH FXPnRI1RF R nr 116 MPH FXPMLIRF C 30 0.042"x3'k8" Box Beam Detail N30 Dou a 0.042'k3'k8" Beam (Detail N25) Double 0.040'k2"x6.625" Beam Detail N25) TABLE 6.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or 11'-T Structure Mullis an Units Structure Mullis an Units Structure Mullis an Units OUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH WIDTH SPACIN REOD POSTMIN 00 8'I 10' I 17 POST MIN OOTE S I 10' 1 17 POST MIN DOTE a' I 10 I 1Y [SNOW AD (FT) ONSLAB FOR SPACIN POST SUE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTSSF) (FT) SLAB (FT) TYPE '� 'd" 'Q' -Cr (FT) T1PE 'C -Cr "d' "d' (FT) TYPE "d "d "d" "d" 26 (h) pn) (h) (In) M) (h) (In) M) I On) (in) (m) (in) 1dn MPH FXPnRI1RF R nr 116 MPH FXPMLIRF C 30 3 9'6' A T -T B 20 25 28 28 11'-T D 23 27 29 30 105" C 22 26 28 29 S 3.5 S-2" A T-11" B 20 24 20 27 10-7" D 23 26 28 30 0-T C 23 26 27 29 3116"x4' A4" Steel Square 4 T-1" A S3" B 20 24 25 27 9'-8" D 24 26 28 29 8'-10" D 23 25 27 26 4.5 64" A V-10" B 21 23 25 26 0-1" D 24 26 27 29 8'4" D 23 25 27 28 5 5'1" A 14" B 21 23 24 26 S -T D 24 25 27 28 T-10" D 24 25 26 28 5.5 V-2" A 5* -0' B 21 23 24 25 8'-1" D 25 25 26 28 T4" D 24 24 26 27 6 4'-8" A 4'-8" B 21 22 24 25 T -T E 25 25 26 28 T-0' D 24 24 26 27 6.5 14" A 4'S" B 21 22 24 25 T3" E 25 25 26 27 6'-8" D 25 25 25 27 7 4'-1" A 4'-2" B 22 22 23 25 0.11" E 25 25 28 27 6-4' D 25 25 25 27 7.5 3'-8" A Y-11" B 22 22 23 24 0.7' E 26 26 2627 B-1" E 25 25 25 26 8 T -W A 3'-8"B 1 22 22 1 23 24 S3" E 28 28 1 26 27 1 11 5-10" E 1 25 1 25 25 28 8.5 3'4' A 7.7" 8 22 22 23 24 &-w I E 26 28 1 26 26 5'-8" E 25 25 25 2fi 140 MPH EXPOSURE C 30 3 9'S" A 714" B 22 26 28 30 10.8" D 26 28 31 32 0-8" C 24 28 30 32 S 3.5 0-2" A S4" B 22 26 27 29 9'-10' D 25 28 30 32 8'-11' 0 25 28 29 31 3116"x4' A4" Steel Square 4 7'-1' A S-9' 8 22 25 27 28 0-1" D 26 28 30 31 8'3' D 25 27 29 31 4.5 14" A S3" B 23 25 28 28 V -S" D 28 27 29 31 T-8" 0 26 27 29 30 6 W -w A 4'-11' B 23 24 26 28 T-10" E 27 27 29 30 T3" 0 26 26 28 30 5.5 S-7' A 4'-8' B 23 24 26 27 TS" E 27 27 28 30 6-10' D 26 26 28 29 6 4'-9" A 4'3" B 23 24 25 27 T-0" E 27 27 28 30 06' D 27 27 28 29 6.5 4'4" A 4'1' B 23 23 25 27 0-8" E 28 28 28 29 0-7 E 27 27 27 29 7 1 4'-1' 1 A I 3'-0" I B 1 23 1 23 1 25 1 26 1 04^ 1 E 1 28 1 28 1 28 1 29 11 5'40" 1 E 1 27 1 27 1 27 OVER- HANG Post Desorption Max POST Detail Hgt Code TABLE 62 TRIBUTARY WIDTHS FOR SINGLI PROJECTION OF SINGLE SPAN (FT) 6' 7' 8' 0 10 11' 12' 13' 0 3' 3.5' 4' 4.6 S 5.5' 8' 6.5' 1' 3.6' 4' 4.6 S 5.6 S 6.5 T 7 n/e Ne n/a n/a Na 6.6 7' 7.5' 3' Na Na n/8 Na Na Na We Na 4' n/a n/a n/a Ne Na Na Na Na TABLE 6.3 Post Requirements for Attached Single Span Structures Post Desorption Max POST Detail Hgt Code Twin 0.060"x1.5"x1.5" Scroll 9 A Ac 0.042'x3W Aluminum Post 10' B N30 0.024'k3"x3"Post with Side I 11' B NIS, BK Clover 0.030"x3"xW Alum 11' C N11. AN Clover 0.040'k3'SCb" Alum 11' D NI 1. Ai Colonial 0.062" Extruded 12' E AE 0.041"a5X Steel Clover 11' F N71. AH 0.041'k3W' Steel Clover 8' G N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 3/16"x3"x3" Steel Square 17 I Nn. AG 3116"x4' A4" Steel Square 15' J N17, AG 3/16"x5"x5" Steel Square 15' K N17, AO 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.1 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (N1 -N35 orA-BM) Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING caADutnam(&Comcastnel SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 35 of 66 OCT 02 2013 Snl_In COVER A.D POST SPArlMr:4 FAR Penn ANO rnMMFRrIAI COVFRS 11,1111114 MnMn ARFAS TABLE 6.6 5.&'Extruded as a Detail California Extruded Fascl Dete I G 0.041"xWxYSteell Clove ea Detai 11'4" Attached Freestanding or 22 Attached Freestanding or 11'4" Attached Freestanding or 21 21 Structure Multis an Units A Structure Multis an Units 23 Structure Multis an Units GROUND TRIS POST POST MAX 22 22 MAX POST LENGTH MAX 10'3" A MAX POST LENGTH MAX 22 22 MAX POST LENGTH SNOW WIDTH SPACING REO'O POST MIN FOOTER 8' I 101 I 12' POST MIN FOOTER 8' I 101 I 17 POST MIN FOOTER 8' I 101 I 77 LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) 23 (FT) SLAG (FT) TYPE -d 'd 'd 'd (FT) TYPE "d 'd 'd "d (FT) TYPE "d 'd "d 'd 23 21 5 13'4T A 53" (in) (In) (In In 23 23 (in) (h) (in) (in) B 23 (In) (in) (in) On) 10 3 224r A 11'4" A 22 22 23 24 11'4" A 21 21 21 23 B'-10" A 21 21 23 24 LIVE 3.5 1016' A 101-F A 22 22 22 23 10'3" A 22 22 22 22 9-0' A 21 21 23 24 LOAD 4 17'-0" A 9'-7" B 22 22 22 23 91S" B 22 22 22 22 8'3' A 21 21 22 24 ONLY 4.5 15'•1" A 8'-10" B 23 23 23 23 8.6" B 23 23 23 23 T6' A 22 22 1 22 23 21 5 13'4T A 53" B 23 23 23 23 8'-1" B 23 23 23 23 T-2' A 22 22 22 23 21 5.5 174" A 7'•9" B 23 23 23 23 7'-7" 8 23 23 23 23 5.9" B 22 22 22 23 21 6 11'4" A T-0" B 23 23 23 23 7'-2 B 23 23 23 23 54" B 22 22 22 23 20 6,5 10'4" A 6'-11' B 24 24 24 24 01-0" B 23 23 23 23 5-0" B 23 23 23 23 21 7 016" A 6-7' B 24 24 24 24 6'3 B 24 24 24 24 5.9' B 23 23 23 23 21 7.5 01.1' A 8'-3' 8 24 24 24 24 5-1" B 24 24 24 24 56' B 23 23 23 23 21 9 56" A 5'-11" B 24 24 24 24 5'-9" B 24 24 24 24 &-w B 23 23 23 23 21 8.5 81-0" A 6'6' B 24 24 24 24 516' B 24 24 24 24 54' B 23 23 23 23 21 9 T6' A 55' B 24 24 24 24 5'4" B 24 24 24 24 4'-10• 8 23 23 23 23 21 8.5 7"-2" A 6'3" B 24 24 24 24 6'-1" B 24 24 24 24 4'-8" B 24 24 24 24 A 10 6'-9" A 6'1" B 25 25 25 25 4'-11" B 24 26 24 24 4'6' B 24 24 24 24 24 11 5-2' A 4'6" C 25 25 25 26 4'6" B 24 26 24 24 4'-2" B 24 24 24 24 22 12 S$ A 4'4" C 25 25 25 25 4'3' B 25 []2S 25 1 25 Y-11' B 24 1 24 24 24 5'4' 13 5-2' A 4'-1" C 25 25 25 25 3'-11' C 25 26 25 25 3'-9" B 24 24 24 24 18 3 27.8" A 701-1" B 23 23 24 25 01-71' B 23 23 23 24 5.9' A 22 23 24 28 LIVE 3.5 1015" A W-2" B 24 24 24 25 8'-0' B 24 24 24 24 T-11• A 23 23 24 25 LOAD 4 1T-0' A 8'-6' B 24 24 24 26 8'3" B 24 24 24 24 73' A 23 23 24 25 ONLY 4.5 16'-1' A 7'-0' S 24 24 24 24 7'-T B 24 24 24 24 5-9' B 23 23 23 25 21 5 13'-71 A 7'3' 8 25 25 25 25 7'-1' B 24 24 24 24 53' B 24 24 24 25 21 5.6 174" A 616' 8 25 26 25 25 01-7" B 25 25 25 26 5.11" B 24 24 24 24 21 6 1114" A 6'4" B 25 25 26 25 1-7' 8 25 25 26 25 5'-7" B 24 24 24 24 20 6.5 101-6" A 8'-0" B 25 25 25 25 5"IT a 25 25 25 25 5-r B 24 24 24 24 21 7 it r A 516" B 25 25 25 25 5'6' B 25 25 25 25 F -W B 24 24 24 24 21 7.5 01.1' A 5'S• B 26 26 26 28 5'3' B 25 25 25 26 4'-0" B 26 25 25 25 21 8 8'3 A 5-1" B 26 28 28 28 5-0" B 25 25 25 25 4'-7" B 25 25 26 25 21 8.6 5-0" A 4'-11" C 28 26 26 28 4'-0" B 28 26 26 26 43 B 26 25 26 25 21 8 T6' A 4'6" C 28 28 28 28 4'3 B 26 25 26 26 4'-2" 8 25 26 25 25 21 9.5 T-2" A 4'6' C 26 26 28 26 14' C 26 28 26 26 4'-1' B 26 25 25 25 A 10 613" A B4" C 26 26 26 26 4'-2' C 26 26 26 28 7-11' B 25 25 25 25 24 11 5-2" A 4'-0"C C 26 26 28 26 T-10' C 26 26 28 26 3'S" B 26 26 26 26 22 12 5'-8' A 3'-9" C 26 28 28 28 3'-T C 28 26 % 28 3'S' B 28 28 % 28 5'4' 13 5-7' A 3'6' C 27 27 27 27 3'4' C 26 26 26 26 3'3" C ffi 26 26 28 1 3 22'' 60 A 11-0 '" A 22 22 23 25 101-101' A 22 22 22 23 5 01' A 21 22 24 25 LIVE 3.5 19'5" A 01-11" B 23 23 23 24 S -r B 23 23 23 23 S -T A 22 22 23 25 LOAD 4 1T-0" A 9'-2' B 23 23 23 24 9'-0' B 23 23 23 23 T-11" A 22 22 23 24 ONLY 4.5 15'-1" A 8'S" B 23 23 23 24 813' B 23 23 23 23 T4" A 22 22 23 24 21 5 13'-7- A 7'-10" B 24 24 24 24 7'S" B 24 24 24 24 6'-10' 8 23 23 23 24 21 6.5 174" A 71S' B 24 24 24 24 T3' B 24 24 24 24 5S' B 23 23 23 23 21 6 11'4' A 6'-11' B 24 24 24 24 5-9" B 24 24 24 24 5-1" B 23 23 23 23 20 6.5 1013 A 6'-7' B 24 24 24 24 55' B 24 24 24 24 5'-9' B 23 23 23 23 21 7 9'6" A 53' B 25 25 25 25 5-1" B 24 24 24 24 5'6" B 24 24 24 24 21 7.5 01-1' A 5-11" B 25 25 25 25 5-0' 8 25 25 25 25 53' B 24 24 24 24 21 8 813 A 5.5' B 25 25 25 25 516" B 25 25 25 26 S-0" B 24 24 24 24 21 8.5 8'-0" A 5'-5' B 25 25 25 25 53" B 25 25 25 25 4'-9' B 24 24 24 24 21 8 716" A S-2" B 25 25 25 25 5'-0' B 25 25 26 26 4'-7" B 24 24 24 24 21 8.5 T-2" A 4'-11' C 25 25 25 25 4'-70" B 25 25 25 25 4'S• 8 24 24 24 24 A 105.9" B A 4'-9" C 25 25 25 25 4'-T B 25 25 25 25 4'-3" B 24 24 24 24 24 11 5-r A 4'S" C 26 26 26 26 4'3" C 25 25 26 25 4'-0" B 25 25 25 25 22 12 5'6' A 4'-1" G 26 26 26 26 4'-0' C 25 25 252s 1 22 3'S' B 25 25 25 25 5'4' 13 5-7 A 3'-10' C 28 28 28 28 3'-0' C 26 26 26 26 3'6' 8 ZS 25 25 25 5.5' EWFU ed Fasua Det California Fxtnld Fa a Detal G 0.041'X3'k3' Steel C overleaf (Data1 TABLE 6.6 Attached Freestanding or Attached I Freestanding or Attached Freestanding or Structure Mults an Units Structure Mullis an Units Structure Mullis an Units GROUND TRIS POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACIN REOo POST MIN OOTE S' I 10' I 17 POST MIN DOTE W.I 1a I 17 POST MIN o0 8' I 101 I 17 LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) (FTj SLAB (FT) TYPE "d' 'd "d 'd (FT) TYPE 'd "d 'd 'd (FT) TYPE 'd "d 'd' "d" (in) Ilnl IN) (in) in) (In) In) b) (In) (in) (In (in) 25 3 111-4• A 9-1" B 21 21 22 24 8'-11" 8 21 21 21 23 7'-10" A 20 21 23 24 22 3.5 016' A 8'3' B 21 21 22 23 5-1' B 21 21 21 22 7'-1' B 20 21 22 24 22 4 8'6' A T -WB B 22 22 22 23 T4" B 22 22 22 22 6'6" 8 21 21 22 24 21 4,6 T6' A 6'-11" B 22 22 22 23 5-0" B 22 22 22 22 6'-1' B 21 21 22 23 21 5 6'-0" A V -S" B 22 22 22 23 53' B 22 22 22 22 516" B 21 21 22 23 21 5,5 5-2" A 5-0" B 22 22 22 22 5'-10" B 22 22 22 22 5'-3' B 21 21 21 23 21 8 61-W A 6'-T B 23 23 23 23 56" B 22 22 22 22 5'-0" B 22 22 22 23 20 6.5 6-2" A 53" C 23 23 23 23 5'-2" 8 23 23 23 23 4'6' B 22 22 22 22 21 7 4'-10• A 61-0" C 23 23 23 23 4'-101' C 23 23 23 23 4'6' B 22 22 22 22 21 7.5 4'6" A 4'-0' C 23 23 23 23 4'-7' C 23 23 23 23 4'-3" 8 22 22 22 22 21 8 4'-3' A 4'-8" C 23 23 23 23 4'4" C 23 23 23 23 4'-1' a 22 22 22 22 21 6.5 4'-0" A 4'4" C 23 23 23 23 4'1" C 23 23 23 23 T-11" B 22 22 22 22 21 9 3'-0' A 4'-1" C 23 23 23 23 4'40" C 23 23 23 23 31-9' B 23 23 23 23 21 9.5 7-7" A 3'-11" C 23 23 23 23 310" C 23 23 23 23 T-7' C 23 23 1 23 1 23 25 3 11'4" A 8'3' B 23 23 24 26 8'-1' B 23 23 23 24 T-2" B 22 23 24 26 22 3.5 014" A TS' A 23 23 23 24 25 T4' B 23 23 23 24 55" B 22 22 24 2.6 22 4 B'6" A 5-101' B 24 24 24 25 56" B 23 23 23 24 6'-11" B 23 23 24 26 21 4.5 T6" A 53" 8 24 24 24 24 8'-1" B 24 24 24 24 56" B 23 23 23 26 21 5 8'-9' A 51-0" C 24 24 24 24 513 B 24 24 24 24 51-11 B 23 23 23 25 21 5.5 5-2" A 53 C 24 24 24 24 5'3" C 24 24 24 24 4'-0" B 23 23 23 24 21 6 S6' A 51-0" C 24 24 24 24 4'-11" C 24 24 24 24 4'6" B 24 24 24 24 20 8.6 S-2" A 4'-0" C 25 25 25 25 4'-7" C 24 24 24 24 4'3' B 24 24 24 24 21 7 4'-10" A 4'S' C 25 25 25 25 4'4" C 24 24 24 24 4'-0' B 24 24 24 24 21 7.5 4'6" A 4'3• C 25 25 25 25 4'-1" C 25 25 25 25 Y-10' C 24 24 24 24 21 8 4'3' A 4'-0' D 25 25 25 25 T-11" C 25 25 25 25 3'6" C 24 24 24 24 21 8.6 4'-0" A 3'-10" D 25 25 25 25 T -S" C 25 25 25 25 3'3 C 24 24 24 24 21 8 3'-0" A 3'6• D 25 25 25 25 3'6" C 25 25 25 25 3'4' C 24 24 24 24 21 9.5 3'•T A 3'6' D 25 25 25 25 3.4' D 25 25 25 25 3'3' C 25 25 25 25 130 MPH EXPOSURES 30 3 913 A 8'-10"B 20 20 22 23 8'6"B 20 20 20 22 r.7,A 18 20 22 23 3.6 8'-2" A T-11" B 20 20 21 22 7-1' B 20 20 20 21 5-11' B 10 20 22 23 4 7'-1" A 7'3" B 20 20 21 22 T-7" B 20 20 20 21 54' B 18 20 21 23 4.5 64" A 5.8" B 21 21 21 22 56" B 20 20 20 21 6'-70' 8 20 20 21 22 5 516' A 5-2" B 21 21 21 22 5-0" 8 21 21 21 21 515" B 20 20 21 22 5.5 5-2* A 51-9" 8 21 21 21 21 S-7' B 21 21 21 21 S-1" B 20 20 21 22 6 -0 4'' A 5' 3 B 21 21 21 21 5' 3' B 21 21 21 21 4'-10" B 20 20 20 22 6.5 4'4" A 5.1' C 21 21 21 21 4'-11" B 21 21 21 21 4'-T S 21 21 21 21 7 4'-7" A 4'-10" C 21 21 21 21 4'6" C 21 21 21 21 4'4" B 21 21 21 21 7.5 3'r A 4'-T C 22 22 72 22 4'5" C 21 21 21 214'-1" B 21 21 21 21 8 3'-6' A 4'4" C 22 22 22 22 4'-2" C 21 21 21 21 T-11" B 21 21 21 21 8.5 14" A 4'-1" C 22 22 22 22 4'-0" C 22 22 22 22 3'-9" B 21 21 21 21 B T-2- A 7-11" C 22 22 22 22 7-101' C 22 22 22 22 Y-7" B 21 21 21 21 130 MPH EXPOSURE C w 160 MPH EXPOSURE B 30 3 9'6" A e'-1' B 22 22 23 25 T-11" B 21 21 22 23 3.5 8'-2" A T3' B 22 22 23 24 T-1" B 22 22 22 23 FESS 4 T-1" A 6'-T' B 22 22 22 24 6'3a 22 22 22 23 QQOCGS7 1� 4.5 54" A 5-1' B 22 22 22 24 T-11' B 22 22 22 23 -ru 6 5'4' A 5'-71 B 23 23 23 23 61S" a 22 22 22 22 5.5 5-2" A 5'3" C 23 23 23 23 6'•1" 8 23 23 23 23 8 4'6' A 4'-11' C 23 23 23 23 4'-0" C 23 23 23 23 - 6.5 4'4" A 4'-7- C 2323 23 23 44" C 2J 23 2] Z3 ^ 7 4'-1" A 4'4' C 23 23 23 23 4'•T C 2J g rc 1 7.5 3'-0" A 4'-7" C 23 23 23 23 31•11" C 23 B 3'6' A 3'-1{" C 23 23 23 23 ]'A" I C 1 c t� 8.5 3'-0" 3'-2" A A 3'6' 3'6" C O 24 24 24 24 24 24 24 24 3'•T W-11' C C /53' ] C !L J OCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 36 of 66 v ���� FCALVF SEP 28 2015 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.6 5.5" Extruded Fas aDetail L California Extruded Fascia (Detail G) 0.041'k3'k3" Steel Clove eaf (Detail 911" Attached Freestanding or 24 Attached Freestanding or 6-7- Attached Freestanding or 24 24 SWcture Multis an Units A Structure Multis an Units 25 SWcture Multispan Units GROUND TRIB POST POST MAX 25 25 MAX POST LENGTH MAX 61' B MAX POST LENGTH MAX 24 25 MAX POSTLENGTH SNOW WIDTH SPACING RECD POST MIN FOOTER 6 ' 10' I 17 POST MIN FOOTER 6 I 10' ' 17 POST MIN FOOTER 6 ( 10' f 17 LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTS I (PSF) 25 (FT) SLAB (FT) TYPE 'd" 'd I -Cr I "d (FT) TYPE -d 'd' 'd 'd (FT) TYPE 'd 'd"d' "d 26 4' 5 13W' A V-11" (IN (In) (m) (in) 26 26 (in) Cel lin) Qn) B 25 (in) (N) (m) (in) 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 271" A 911" B 24 24 25 26 6-7- B 24 24 24 25 8'-5' A 23 24 25 27 LIVE 3.5 19'-511 A 6-10" B 25 25 25 28 61' B 24 24 24 25 T1" A 23 23 25 26 LOAD 4 17'1' A 6-1" B 25 25 25 25 T-11' B 25 25 25 25 T6' B 24 24 24 26 ONLY 4.5 15'-1' A 11' B 25 25 25 25 T3" B 25 25 25 25 66" B 24 24 24 26 4' 5 13W' A V-11" a 28 26 26 26 614" B 25 25 25 25 6-1" B 24 24 24 25 5.5 174' A 6'6' B 26 28 26 26 64" B 26 26 28 26 511" B 25 25 25 25 6 1114" A 64" B 26 26 26 26 S-il" B 26 26 26 26 5`4' B 25 25 25 25 6.5 1018 A 5'1" B 26 26 26 26 5-7' B 26 26 28 26 5'-1' B 25 25 25 25 7 9'4' A 5'4' C 28 26 26 26 5'3" B 26 26 26 26 4'-10' 8 25 25 25 25 7.5 9'-11 A V -Y C 27 27 27 27 5'6' C 26 26 26 26 4'-T B 26 26 26 26 666" 4'S" A 4'-11' C 27 27 27 27 4'1" C 26 26 26 26 4'S" B 26 26 26 26 6.5 8'1" A 4'4" C 27 27 27 27 I.S. C 27 27 27 27 4'-1 B 26 28 28 26 9 T6' A 4'6' C 27 27 27 27 4'4' C 27 27 27 27 4'6' B 26 28 26 26 9.5 T-2" A 4'3' C 27 27 27 27 4'-Y C 27 27 27 27 T-11" B 26 26 28 26 1061" 3'6" A 4'-1" C 27 27 27 27 4'6" C 27 27 27 27 3'1" C 26 26 28 26 11 6-Y A V-10" 1 0 1 27 1 27 1 27 1 27 11 T -W I C 1 27 27 1 27 1 27 11 3'6' 1 C 1 26 1 28 1 28 1 26 140 MPH 20 3 11'-10" A 91S' B 21 21 23 24 9'J' B 21 21 21 23 6-1" A 20 21 23 24 LIVE 3.5 1a -Y A 81-W 8 22 22 22 24 64' B 22 22 22 23 T4" B 21 21 23 24 LOAD 4 6-11" A T4' B 22 22 22 23 7'-T B 22 22 22 22 61" B 21 21 22 24 ONLY 4.5 T-11" A T -Y B 22 22 22 23 T-0' B 22 22 22 22 63" B 21 21 22 23 4' 5 T-1" A 61" B 22 22 22 23 6'6" B 22 22 22 22 5'-10" 8 22 22 22 23 5.5 6-5' A 11' B 23 23 23 23 6-1' B 22 22 22 22 5'6' B 22 22 22 23 6 S -it' A 5'-10' C 23 23 23 23 5'4" B 23 23 23 23 S -Y B 22 22 22 23 6.5 SS' A 5'6" C 23 23 23 23 14" C 24 24 24 23 V-11' B 22 22 22 23 7 5'-1' A 5,2" C 23 23 23 23 5'-1" C 24 24 24 23 4'1' B 22 22 22 22 7.5 I.S. A V-11' C 23 23 23 23 4'1' C 25 25 25 23 4'-5" B 22 22 22 22 8 4'S" A 4'1" C 23 23 23 23 4'-T C 25 U23233 25 23 4'3" B 23 23 23 23 8.5 4'-Y A 4'6' C 24 24 24 24 4'4' C 25 25 2S 23 4'6" B 23 23 23 23 9 7.11" A 4'3' C 24 24 24 24 4'-Y C 25 25 25 23 6-10" C 23 23 23 23 9.5 3'6" A 4'-1' D 24 24 24 24 4'6' C 25 25 25 23 T -Ir C 23 1 23 1 23 1 23 140 MPH EXPOSURE C or 160 MPH EXPOSURE 8 20 3 11'-10' , A 813" B 23 23 24 % 6-1' B 23 23 23 24 T -Y B 22 23 24 TB LIVE 3.5 10-21 A 14" B 23 23 24 25 14" B 23 23 23 24 66' B 22 22 24 26 LOAD 4 6-11" A 6'-10" B 24 24 24 25 6'1' B 23 23 23 24 V-11' B 23 23 24 25 ONLY 4.5 T-11` A 63" B 24 24 24 24 8'-1" B 24 24 24 24 I.S. B 23 23 23 25 4' 5 1-1" A 5'4' B 24 24 24 24 5'4" B 24 24 24 24 V.1' B 23 23 23 25 5.5 6-5" A 5'S' C 24 24 24 24 11' B 24 24 24 24 4'4' B 23 23 23 24 6 V-11" A 6-0' C 24 24 24 24 4'-11" C 24 24 24 24 4'6' B 24 24 24 24 6.5 11" A 4'4' C 25 25 25 25 4'-T C 24 24 24 24 4'3" B 24 24 24 24 7 5'-1' A 4'6" C 25 25 25 25 4'4" C 24 24 24 24 4'6' B 24 24 24 24 7.5 11" A 4'3" C 25 25 25 25 4'-1" C 25 25 25 25 3'-10" B 24 24 24 24 B 4'45" A 4'4' C 25 25 25 25 T-11' C 25 25 25 25 3'4' C 24 24 24 24 8.5 4'-2" A 3'-10' C 25 25 25 25 T -S" C 25 25 2S 25 3'6` C 24 24 24 24 9 7.11' A 3'1" D 25 25 25 25 3'6" C 25 25 25 25 3'4" C 24 24 24 24 9.5 T-9- A 3'4" D 25 25 25 25 3'4" C 25 25 25 25 3'3" C 25 25 25 25 10 3'6" A 3'4' D 25 25 25 25 63" C 25 25 25 25 T-1" C 25 25 25 25 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WINDAND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING, 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.5 140 MPH EXPOSURE 8 30 5.6'Extrude FasGa (Detail L California ExtnWed Fas a Detail G) 0.041'k3'k3"Steel Cloverleaf (Dalai W) TABLE 6.6 Attached Freestanding or 22 Attached Freestanding or Attached Freestanding or 14" Structure MulKs an Units 20 Structure Mullis an Units Structure MulOs an Units TRIB POST POST MAX MAX POST LENGTH MAX ST LENGTH MAX MAX POST LENGTH OW WIDTH SPACIN REDD P0.4T MIN DOTE 6 I 10' I 17 POST 16 I 12' POST MIN 00 6 ' 16 I 17 [GROUND AD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN ]POSTECON NED FOOTS SPACIN POST SIZE CONSTRAINED FOOTSSF) (FT) SLAB (FT) TYPE "d' 'd 'd 'd (FT) "d' "d (FT) TYPE "d 21 (bl 22 64' Im) (M) (in) (in) (in) lin) 140 MPH EXPOSURE 8 30 3 916" A 96" B 21 21 22 24 14" B 20 20 21 23 TS" A 20 21 23 24 D 3.5 8'-2" A T4' B 21 21 22 23 Tb" B 21 21 21 22 64' B 20 21 22 24 9' 4 7'-1" A T.0` B 21 21 22 23 6-10' B 21 21 21 22 6`-2' B 20 20 22 23 Ne 4.5 64' A 1-5" B 21 21 21 23 64' B 21 21 21 22 5'1" B 21 21 22 23 4' 5 514' A 614" B 22 22 22 22 6.10" B 22 22 22 22 53" B 21 21 21 23 5.5 V -Y A T-7" B 22 22 22 22 V-5" B 22 22 22 22 4'-11" 8 21 21 21 23 8 4'1" A T-7' C 22 22 22 22 5'-1" B 22 22 22 22 4'4' B 21 21 21 22 6.5 14" A 4'-11" C 22 22 22 22 11' C 22 22 22 22 4'b' B 21 21 21 22 7 4'-1" A 4'4' C 22 22 22 22 4'6" C 22 22 22 22 4'-Y B 22 22 22 22 7.5 T-9` A 4'-5' C 22 22 22 22 4'1" C 22 22 22 22 4'6" B 22 22 22 22 8 3'4" A 4'-Y C 23 23 23 23 4'1" C 22 22 22 22 3'1' B 22 22 22 22 8.5 3'4' A 4'4" C 23 23 23 23 3'-10' C 22 22 22 22 V-7' C 22 22 22 22 140 MPH EXPOSURE C or 160 MPH 30 3 66' A 7'-10" B22 A 22 24 25 T1" B 22 22 23 24 6-10" B 21 23 24 28 D 3.5 8'-7' A T6" B 23 23 23 25 6.10" B 23 23 23 24 6-Y B 22 22 24 25 9' 4 T-1" A 61' B 23 23 23 25 63"B 8.5' 23 23 23 24 S-7" B 22 22 24 25 Ne 4.5 64' A 5'-10" B 23 23 23 24 54' B 23 23 23 23 6-21 B 22 22 23 25 4' 55'4' n/a A 5'S C 24 24 24 24 S3' 8 23 23 23 23 4'-10" B 23 23 23 24 5.5 5'-71 A 5'-1" C 24 24 24 24 4'-11' C 24 24 24 24 4'4' B 23 23 23 24 0 4'-9" A 4'4" C 24 24 24 24 4'-7" C 24 24 24 24 4'3" B 23 23 23 24 6.5 4'4" A 4'S" C 24 24 24 24 4'4' C 24 24 24 24 4'6' B 23 23 23 24 7 1 4'-1" A 1 4'-2- 1 C 1 24 1 24 1 24 1 24 1 4'-1' 1 C 1 24 1 24 1 24 1 24 11 3'-10' I C 1 23 1 23 1 23 1 24 OVER- Post Description Post Description Max POST Detail Hgt Code TABLE 62 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 9 A Ac 0.042"x3'58" Aluminum Post IV HANG N3o 0.024"x3'k3"Post with Side lat IV B PROJECTION OF SINGLE SPAN STUCTURES JFT) Clover 0.030'x3"x3" Alum 11' C N11, AH Clover 0.040"x3'k3" Alum IV D (FT) 6 T 8' 9' 16 11' 17 IV 14' 1S 16 1T 16 19' 26 21' 22 0 3' 3.5' 4' 4.5' S 5.5' 6' 6.5' T 7.5' 6 8.5' 9' 9.6 16 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 7.6 8' 8.5' 6 9.5' 10' 10.5' 11' 11.6' 7 n/a n/a n/a Ne n/a 6.5' T 7.5' 8' 8.51 6 9.5' 10' 10.6' 11' 11,5' 17 3' n/a We n/a Na Na Na We nra Na n1a 9.5' 16 10.5' 11' 11,5 17 125' 4' n/a n/a n)a Na Na Na Na Ne Na n/a Ne Na Na Na Na 12.5' 19' TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Post Description Max POST Detail Hgt Code Twin 0.060"x1.5911.5" Scroll 9 A Ac 0.042"x3'58" Aluminum Post IV B N3o 0.024"x3'k3"Post with Side lat IV B N18, BK Clover 0.030'x3"x3" Alum 11' C N11, AH Clover 0.040"x3'k3" Alum IV D Nn, AH Colonial 0.062" Extruded 12' E 14' 0.0411"ffx2l" Steel Clover 11' F jNii.AH 0.0411"AWx3" Steel Clover 8' G JNII.AH 3/16"x3'k3" Steel Square 15' H NIT AG 3/16"x39C3" Steel Square 12' 1 Nn, AG 3/16'x4'k4" Steel Square 15' J IN17. AG 3/l6"xS'xS" Steel Square 1 16 K IN17. AG TABLE 6.4 Post Requirements for Freestanding Structures or Multis an Attached Stru;turqs Post Description Maximum Footing I Max Height POST Code Detail # 0.041'X3'k'J" Steel Clover 20" 9' 8 11, AH 0,041"x2l"x" Steel Clover 21" S B 113/16'k3"x3" Steel S uare 29" 14' E , AGx3913"Stel S uare 32" 8' N17 AG 3/16"x4"x4" Steel S uare 35" Ed= 14' F N17 AG 3/16"x4'k4" Steel S uare 38" V F N 17, AG 3/169L5'k5" Steel S uare 41" 15' G N17, AG 3/169L6"x6" Steel Square 46" 15' I NIT AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.5 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 28921 US Hwy 74 9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (N1 -N35 or A -BM) ICC ESR1398 (2012 IBC) 9/29/2013 Page 37 of 66 SEP 28 2015 OCT 02 2013 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN 34411vylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cartputnam@comcastnet SLAB 9. FOLLOW 940 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 37 of 66 SEP 28 2015 OCT 02 2013 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMFRCIAI COVERS HIGH WIND ARFAS TABLE 6.6 Classic EXtru ed Fascia Det Alaskan Extruded as a Detail K Dou IS tee C overle (Detal AA Attached Freestanding or 24 Attached Freestanding or B Attached Freestanding or 23 Structure Multis an Units 8 Structure Multis an Units 24 Structure Mullis an Units GROUND TRIB POST I POST MAX 24 MAX POST LENGTH MAX 25 17-5" MAX POST LENGTH MAX 23 23 MAX POST LENGTH SNOW WIDTH BPACING REG'D POST MINfFOOTER 25 9 I 10 I IT POST MW FOOTER 9 I 10' I 12' POST MIN FOOTER 8- I 10 I 12- 7 LOAD LOAD (FT) ON SLAB I FOR SPACINGPOSTZE 24 CONSTRAINED FOOTS SPACI POST SIZE CONSTRAINED FOOTS SPACWG POST S12E CONSTRAINED FOOTS(PSF) 16'-1' A (FT) SLAB (FT) TYPEd 26 "d"d "d (FT) TYPE 'd "d 'd 'd (FT) TYPE 'd 'd"d "d) 8 25 25 25 25 26 (in) (OI) In) 13'-7' A (In (In) (b) (In) 26 26 M) (In) Ih (in) 10 3 22'-8" A IVA* 8 24 24 24 25 13'-1" B 23 23 23 24 12'-10" 8 22 23 24 25 LIVE 3.5 19-51 A 14'4' B 24 24 24 25 17-5" B 23 23 23 24 17-T 8 23 23 24 25 LOAD 4 17'-0" A 13'-9' C 25 25 25 25 11'-7' 8 24 24 24 24 11'-8' B 24 24 24 25 ONLY 4,5 16'-1' A 13'-2" D 26 26 26 26 19.10" B 24 24 24 24 11'-T 8 25 25 25 25 26 6 13'-7' A 174' D 26 26 26 26 10'-2. B 26 25 25 25 19-10" C 25 25 25 25 24 5,5 174" A 11'-7' D 27 27 27 27 9.7" C 25 25 25 25 105" 0 26 26 26 26 1 Y-2- 8 114- A 113' D 27 27 27 27 9'-1" C 26 25 25 25 19-2' D 26 26 25 26 9-2" 6.5 10-5' A 111-0" D 28 28 28 28 81$' C 26 25 25 26 9-11" D 27 27 27 27 10.11- 7 9$" A 10$' 0 28 28 28 28 813" D 26 26 26 26 95' 0 27 27 27 27 28 7.5 9.1' A 105' E 28 28 28 28 T-11" D 26 28 26 26 95" D 27 27 27 77 29 8 814i A 103" E 29 29 29 29 7'-7" D 26 26 26 26 93' D 28 28 28 28 8.5 9-0" A 10-0' E 29 29 29 29 14" 0 26 26 26 26 9-Y E 28 28 28 28 3'-2" 9 7'S A 9'-10" E 30 30 30 30 7'-1" 0 26 28 26 26 8'-11" E 29 29 29 29 9.5 T -T A 91$' E 3D 30 30 30 9-10" 0 27 27 27 27 814' E 29 29 29 29 10 9.9' A 91.6" E 30 30 30 30 S -r 0 27 27 27 27 8'-7" E 29 29 29 29 11V -T A 9.7 E 31 31 31 31 6'-T D 77 27 27 27 8'-T E 30 30 30 30 12 5'$ A 8'-11' F 32 32 32 32 5'-10' 0 27 27 27 271[ T-10' E 30 30 30 30 13 5'-T A 9S" F 32 32 32 32 5'$" 0 28 28 28 28 7'S E 31 31 31 31 10 3 27$" A 14'-1" C 26 28 26 27 173" B 25 25 25 26 17-0" 8 25 25 26 27 LIVE 3.5 19'5" A 13'S' D 27 27 27 27 11'-7' 0 25 25 25 28 11'4" 8 25 25 28 27 LOAD 4 1T4' A 174' D 28 28 28 28 104" 8 26 28 26 26 10-10" C 26 28 26 27 ON4Y 4.5 ITA" A 174' D 28 28 28 28 9'-7" C 26 26 26 26 10S D 27 27 27 27 26 5 13'-7" A 11'-10' D 29 29 29 29 94" C 27 27 27 27 10-1" 0 28 28 28 28 24 5.5 174" A 10-10' 0 29 29 29 29 8'$" D 27 27 27 27 94" D 28 28 28 28 1 Y-2- 8 11'4' A 10$" E 3D 30 30 30 8'-1" D 27 27 27 27 9$" D 29 29 29 29 9-2" 8.5 105" A 193" E 30 30 30 30 T$" 0 27 27 27 27 93' D 29 29 29 29 10.11- 7 91$" A 10-0" E 3131 29 31 31 7'4" D 28 28 28 28 9-0" E 30 30 30 30 28 7.6 9 -1" A 9' 4" E 31 31 31 31 T-0" D 28 28 28 28 SAW E 30 3D 30 30 29 8 8'$" A 9-7" E 32 32 32 32 613" D 28 28 28 28 V-7' E 31 31 31 31 8.5 81-0" A 9'4' E 32 32 32 32 SS" D 28 28 28 28 95" E 31 31 31 31 3'-2" 9 7'4" A 9-2' E 32 32 32 32 6'-2" 0 28 28 28 28 9-2" E 31 31 31 31 9.6 7'-2' A 9-0" F 33 33 33 33 F-11" D 29 29 29 29 T•11" E 31 31 31 31 10 9-9" A 9-10" F 33 33 33 33 514' 0 29 29 29 29 TS E 32 32 32 32 11 S -T A 8'-7" F 34 34 34 34 5'S" D 29 29 29 29 7'S E 32 32 32 32 12 S'S'A A 8'3" F 34 30 34 34 S-1' 0 29 29 29 29 T-1' F 33 33 33 33 13 .1-1A A T-10' F 35 35 35 35 4'4' E 30 30 30 30 5-10" F 33 33 33 33 10 3 274" A 14'4' B 25 25 25 26 17-9" 8 24 24 24 25 17$' B 23 23 25 26 E 3.5 19.5" A 14'-0" C 26 26 26 26 12'-1" B 24 24 24 25 11'-11" B 24 24 25 26 LOAD 4 -0 17'" A 1315" D 26 26 28 26 11'-7 B 25 25 25 25 11'4" B 25 25 25 26 ONLY 4.5 IVAI A 17-10" D 27 27 27 27 10-5 C 25 25 25 25 1041" C 26 26 26 26 26 5 13'-r A 17$' D 28 28 28 28 94" C 26 26 26 26 10$" D 26 26 26 26 24 S5 174" A 11'4" D 28 28 28 28 93' C 26 26 26 26 103" D 27 27 27 27 1 Y-2- 6 1114" A 11'-0" D 26 28 28 28 614" 0 26 26 26 26 9-11" D 27 27 27 27 9-2" 6.5 10S A 10$' E 29 29 29 29 V-4" D 26 26 26 26 9$" D 28 28 28 28 10.11- 7 91$" A 10-5" E 29 29 29 29 T-11" D 27 27 27 27 9$' D 28 28 28 28 28 7.5 9-1" A 10-T E 30 30 30 30 T-7" 0 27 27 27 27 9-2' D 29 29 29 29 29 88'S 4'3" A 10-0' E 30 30 30 30 7'3'D D 27 77 27 27 9-0" E 29 29 29 29 8.5 8'-0' A 949' E 30 30 30 30 7-1' D 27 27 27 27 9-10" E 29 29 29 29 3'-2" 9 TO A 9-7" E 31 31 31 31 614" D 27 27 27 27 8'$' E 30 30 30 30 9.5 r -2'A A 95' E 31 31 31 31 6'$ ' D 28 28 28 28 8' S E 30 30 30 30 10 6'-9' A 93" E 32 32 32 32 93' 0 28 28 28 28 8'3" E 30 30 30 30 11 V-2* A 9-0" F 32 32 32 32 5.11" D 28 28 28 28 T-10' E 3131 31 31 12 5'$' A 94" F 33 33 33 33 S$' D 28 28 28 26 TS E 31 31 31 31 19 S -T A 9S F 33 3333 33 5..r D 28 2B 29 20 T3" E 32 32 32 32 ICC ESR1398 (2012 IBC) 9/29/2013 25 C ass c ded FasciaDeta I Alaskan Extruded Fa CIS Detail Double Ste ClOverla Data AA TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or 24 Structure Multis en Units structure Multis an Units Structure Multis an Units GROUND TRIB PPOST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH PN REDID SNOW WIDTHISAOCSIT POST MIN OOTE 8' I 10 I 17 POST MIN OOTE 9 I 10' I 17 POST MIN ao 8' I 19 I 17 LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACINGPOST SIZE CONSTRAINEDFOOT- SPACIN POST 8RE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE -d 'd 'd "d (FT) TYPE "d 'd 'd V" (FT) TYPE 'd "d 'd "d 26 (In) (in) In) (in) (In) (In) Iln) (in) fin) lin) tin kl) 25 3 11'4' A 13'4" 0 24 24 24 26 11'-1" B 22 22 23 25 11'3" B 23 23 24 26 V -T 3.5 9S A 1".. D 26 25 25 26 19-2" C 23 23 23 24 10'-8" O 23 23 24 26 11'5" 4 814* A 12'-1" D 26 25 25 25 94" C 23 23 23 24 193" D 24 24 24 25 25 4.6 T$" A 11'-7" E 26 26 26 26 9$" D 24 24 24 24 9-10" 0 25 25 25 25 26 5 6'4" A 11'-2" E 27 27 27 27 9-T D 24 24 24 24 9$' D 25 25 25 25 24 5.5 6'-7 A 10'3" E 27 27 27 27 T$" D 24 24 24 24 93' E 28 26 26 26 1 Y-2- 6 5'$" A 9-11" E 27 27 27 27 T3" D 25 25 25 25 8'-11" E 26 26 26 26 9-2" 6.5 51-T A 95" E 28 28 28 28 6'-10" 0 25 25 25 25 8'4' E 27 27 27 27 10.11- 7 4'•10" A 81S" E 28 28 28 28 S -T' D 25 25 25 26 9$' E 27 27 27 27 28 7.6 4'$" A 9-T E 29 29 29 29 S3" D 25 25 25 25 81-W E 28 28 28 20 29 8 4'3" A 914" F 29 29 29 29 9-0" D 25 25 25 25 8'-0" E 28 28 28 28 8.5 4'-0" A 8'-10' F 29 29 29 29 S4" 0 26 26 28 26 T$" E 28 28 28 28 3'-2" 9 T-9" A 8'$" F 30 30 30 30 5'S D 26 28 26 26 T$" E 28 28 28 28 9.5 T -r A 8'$" F 30 30 30 30 54" E 28 26 28 26 7'4" E 29 29 29 29 25 3 11'4" A 17$" D 26 26 26 28101-2" 30 C 25 25 25 26 104' D 25 25 26 28 V -T 3.5 9$" A 17-0" D 27 27 27 28 94" D 25 25 25 26 103' D 26 28 26 28 11'5" 4 81$" A 111 S E 28 28 28 28 8'-T D 25 25 25 26 94' D 27 27 27 27 25 4.5 T6 A 11'-1" E 29 29 29 29 7-11" D 26 26 26 26 9S D 27 27 27 27 26 5 614" A 101$' E 30 30 30 30 TS D 26 26 26 26 9-1" E 28 28 28 28 24 5.5 S-2" A 94" E 30 30 30 30 T-0" D 26 26 28 28 81-9" E 29 29 29 29 1 Y-2- 6 V -S' A 91S E 30 30 30 30 9-r D 27 27 27 27 81$" E 28 29 29 29 9-2" 6.5 S -T A 9-T F 31 31 31 31 S3" D 2T 27 27 2T 813" E 30 30 30 30 10.11- 7 4'-10" A 9-0" F 31 31 31 31 S-11' D 27 27 27 27 T-11" E 30 30 30 E 28 28 4'S A 94' F 32 32 32 32 S$" D 27 27 27 27 TS E 30 30 30 29 29 8 43" A e' -r F 32 32 32 32 S$" E 28 28 28 28 T$' F 31 31 31 30 8.5 4'-0" A 95"F F 33 33 33 33 S -T E 28 28 28 28 7'-7 F 31 31 31 ]307.5 3'-2" 9 3'4" A 8'-1" F 33 33 33 33 5'-0" E 28 28 28 28 T-0' F 31 91 31 9.5 3--r A 7'-10" F 33 33 33 33 4'-10" E 2B 28 2B 28 5-10' F 31 31 31 Page 38 of 66 19.9" Idu men tAYV - C 22 23 11'-1' C 21 22 30 3 91-6" A 17-1" D 23 23 23 26 22 3.5 V -T A 17S D 23 23 23 24 IVA" 4 T-1" A 11'-10" D 24 24 24 24 22 4.5 6.4" A 11'5" E 25 25 25 25 23 5 5'-0" A 111-0" E 25 25 25 25 TS" 5.5 S-7' A 10-0' E 25 25 25 25 24 6 4'4" A 94" E 26 26 26 26 25 6.5 41" A 9S E 26 26 26 26 B' -r 7 4'-1" A 9'3" E 27 27 27 27 23 7.5 3'-9' A 9-1" F 27 27 27 27 24 8 3'$' A 9-10" F 27 27 27 27 S-9" 8.5 74" A 9$" F 26 28 28 28 26 1 9 1 Y-2- I A I 8'S F 1 28 1 28 1 28 1 28 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 3 9S A 17$" D 25 25 25 27 3.5 9-2" A 11'-10" D 26 26 26 26 4 T-1" A 11'4" E 27 27 27 27 4.6 64" A 10.11- E 27 27 27 27 5 51$' A 10S E 28 28 28 28 5.5 T -r A 9-7' E 28 28 28 28 6 4'4" A 9'4" E 28 28 28 28 6.5 4'4" A 9-1" F 29 29 29 29 7 4'-1' A 9.10' F 29 29 29 29 7.6 3'4" A 9$" F 30 30 30 30 83'S 1 1 A I 8'" 5 F 30 30 30 30 8.5 3'4" A 9-T F 31 31 31 31 9 3'-2" A T-11" F 31 31 31 31 Page 38 of 66 19.9" B 21 21 22 23 11'-1' C 21 22 23 25 9.10" C 22 22 22 23 10S D 22 22 23 25 9.1" C 22 22 22 23 IVA" 0 23 23 23 24 95" D 22 22 22 23 9$" D 23 23 23 24 T-11" D 23 23 23 23 94" D 24 24 24 24 TS" D 23 23 23 23 9-1" E 24 24 24 24 T-0" D 23 23 23 23 8'-10" E 25 25 25 25 S$" D 23 23 23 23 B' -r E 25 25 25 25 94" D 23 23 23 23 8'4" E 26 26 26 26 6-0" D 24 24 24 24 81-0' E 26 26 26 26 S-9" D 24 24 24 24 T.S. E 26 20 26 1 26 S$" D 24 24 24 24 TS E 27 27 27 27 9-11" C 23 23 24 25 9-1" D 24 24 24 25 14' D 24 24 24 25 T4" D 24 24 24 24 T3" D 25 25 25 25 04' 0 20 20 20 23 01S' 0 26 25 25 26 IIA, D 25 20 25 26 61A" 0 20&IN 0'-0' D 2 6'•2" 1 fi 6'-0" B JRA CI 1 * A C 1D 'k C/ CAl.1F��\� * OCT 02 2013 SEP 28 2015 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.6 Classic Extruded Fascia (DetailH Alaskan Extruded Festa (Detail K) Double Steel Cloverleaf Detail AA) Attached Freestanding or Attached Freestanding or 28 Attached Freestanding or 26 Structure Mullis an Units Structure Mullis an Units B Structure Mullis an Units GROUND TRIB POST POST MAX A MAX POST LENGTH MAX 28 MAX POST LENGTHMAX 28 28 10-101 APOST LENGTH SNOW WIDTH SPACING REO'0 POST MIN FOOTER 0 1 10 1 12' POST MIN FOOTER S 1 10' 1 12' POST MIN 1T-0• 1o'112'LOAD 17-21 (FT) I ONSLAB I FOR I SPACIN POST SIZE CONSTRAINED FOOTS SPACI POST SIZE CONSTRAINED FOOTS SPACING POST jFOOTER[M8X SIZE ONSTRAINED FOOTS (PSF) 27 (FT) SLAB (FT) TYPE •d' 'd" I "d• I 'd' (FT) TYPE •d" 'd" I •d• I "d' (FT) TYPE -Cr "d' I 'd I "d• 9'3' D 27 27 27 lin) (In) (in) (in) D (in) (in) (N) (in) 28 28 (in) (in) (In) (in) 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 275" A 13'-6' C 27 27 27 28 11'-10• 8 26 26 28 27 111-9' B 26 26 27 28 LIVE 3.5 19.5" A 174' D 28 26 28 28 10-101 C 26 26 26 27 11'-2' C 27 27 27 28 LOAD 4 1T-0• A 17-21 D 29 29 29 29 101-0• C 27 27 27 27 104" D 27 27 27 26 ONLY 4.5 15'-1' A 1115• D 29 29 29 29 9'3' D 27 27 27 27 10'3• D 28 28 28 28 4' 5 13'-7' A 114" E 30 30 30 30 8'S" O 28 28 28 28 9'-11• D 29 29 29 29 6.5 174" A 10'-71 E 30 30 30 30 8'-21 D 28 28 28 28 0-7' D 29 29 29 29 6 1114" A 104' E 31 31 31 31 7'4" D 28 28 28 28 04' E 30 30 30 30 6.5 105" A 10-0' E 32 32 32 32 T4" D 28 28 28 28 0-1" E 30 30 30 30 7 91S" A 04' E 32 32 32 32 7"4" D 29 29 29 29 8'-10' E 31 3131 27 31 7.5 0-1• A 9'-7' E 33 33 33 33 6'4• O 29 29 29 29 8'-T E 31 31 31 31 8 81S• A 9'4• E 33 33 33 33 6'S• D 29 29 29 29 06• E 32 32 32 32 8.5 8'-0' A 9'-2' F 33 33 33 33 0-2• D 29 29 29 29 V-2" E 32 32 32 32 9 7'6" A 9-0" F 34 34 34 34 5'41' D 30 30 30 30 T-11' E 33 33 33 33 9.5 T-2' A 8'-10' F 34 34 34 34 51S" D 30 30 3D 30 71-9' E 33 33 33 33 10 04• A 81S• F 35 35 35 35 56• D 30 30 30 30 7'6" E 33 33 33 33 11 1 0-2" 1 A I S4' F 1 35 1 35 1 35 1 35 11 T -r E 1 30 1 30 1 30 1 30 11 T-21 I F 1 34 1 34 34 34 140 MPH EXPOSURES 2D 3 11'-10• A 5 13'• D 24 24 24 26 5 11'• B 23 23 23 25 11'• 4 a 23 23 25 26 LIVE 3.5 10-2' A 17-10" D 25 25 25 26 1015• C 23 23 23 24 10'-11• C 24 24 24 28 LOAD 4 8'-11' A 17.4' D 26 28 28 26 914" C 24 24 24 24 105" D 24 24 24 25 ONLY 4.5 T-11" A 11'-10' E 25 28 26 26 91-0" D 24 24 24 24 10.0• D 25 25 25 25 4' 6 7'-1" A 1115' E 27 27 27 27 61S" D 24 24 24 24 OS' D 25 25 25 25 5.6 SS' A t(rS' E 27 27 27 27 T-11" D 25 25 25 26 OS• D 26 28 26 28 8 6-11• A 10-1" E 27 27 27 27 716' D 25 25 25 25 0-1' E 27 27 27 27 6.5 SS" A 0-101 E 28 28 28 28 T-1• D 26 25 25 25 V-11• E 27 27 27 27 7 5'-1' A 0-7' E 28 28 28 28 04• D 25 25 25 25 S6• E 27 27 27 27 7.5 4'4• A 04" E 29 29 29 29 6'4" D 25 25 25 25 8'3 E 28 28 28 28 8 4'S" A 0-2' F 29 29 29 29 S-2" D 26 28 26 26 B'-2" E 28 28 28 28 8.5 4'-2• A 0-0' F 3D 30 30 30 5-11" D 26 28 26 26 T-111 E 28 28 28 28 9 7-11' A 8'-10' F 30 30 3o 30 S4" D 28 26 26 26 7110' E 29 29 29 29 8.5 1 T-9" 1 A I 8'-V I F 1 30 1 30 30 30 T -W I E 1 28 1 26 26 26 T4" I F 1 29 1 29 1 28 1 29 )SURE C or 160 MPH EXPOSURE B 20 3 11'-10' A 7" 15 D 28 26 28 28 10'-2" C 25 25 25 26 104• C 25 25 26 28 LIVE 3.5 10-21 A 17-W D 27 27 27 28 04" c 25 25 25 26 103' D 26 28 26 28 LOAD 4 6'-11' A 11'6• E 28 28 28 28 8'-7" 0 25 25 25 26 04' D 27 27 27 27 ONLY 4.5 T-11' A 11'-11 E 29 29 21) 29 T-11• D 28 26 26 26 OS' D 27 27 27 27 4' 5 T-1" A 105' E 30 30 30 30 71S• D 26 28 26 26 0.1• E 28 28 28 28 6.5 SS• A 914• E 30 30 30 30 T4• D 26 26 26 26 04• E 29 29 29 29 8 5'-11• A OS" E 30 30 30 30 6'-7" D 27 27 27 27 8'4• E 29 29 29 29 6.5 5'S' A 9'-21 E 31 31 31 31 03• D 27 27 27 27 83• E 30 30 30 30 7 5'-1• A 0-0' F 31 31 31 31 T-11' 0 27 27 27 27 7* -11• E 30 30 30 30 7.5 4'-9• A 814' F 32 32 32 32 514' D 27 27 27 27 T4• E 30 30 30 30 8 4'S• A V-7' F 32 32 32 32 51S" D 28 28 28 28 TS' E 31 31 31 31 8.5 4'-2" A 81S• F 33 33 33 33 V-2" E 28 28 28 28 T-2• F 31 31 31 31 9 3'-11• A 0-1• F 33 33 33 33 5'4" E 28 28 28 28 T-0• F 31 31 31 31 9.5 3'4' A T40• F 33 33 33 33 4'-10' E 28 28 28 28 6.10" F 31 31 31 31 10 1 76• 1 A T-7" F 1 33 33 33 33 4'-7' 1 E 1 28 1 28 28 28 S4" F 32 32 32 32 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 PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5, DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7, USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.6 140 MPH 30 Classic Exbu ed Fascia Detail H) Alaskan Extruded Fascia Detall K) Double Steel Cloverleaf (Detail AA TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or 10'6" Structure Muf s an Units Structure MulBs an Units I Structure MulOs an Units POST POST OUN[NOWD 10-11" MAX POST G MAX DST MBAX H DIS TH SPACIN REO'D POS MIN 00 88- 1 0' 17 POST MIN OOTE - 1 IW 1GTH 12' POS MIN DOTE 1 101 1 1 AD (FT) ONSLAB FOR SPACIN POST SUE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTSF) (FT) SLAB (FT) TYPE •d• •d' 'Ir 'd (FT) TYPE "d' 'd' •d' 'd' I (FT) TYPE •d• -d" -d' •d" 23 (m) (in) (In) (in) (In) Qn) (In) (in) (in) (in) (In) (6r) 140 MPH 30 3 916" A 17-10" D 24 24 24 26 10'6" C 22 22 23 24 10-11" C 22 23 24 28 D 3.5 0-2" A 173• D 24 24 24 25 0-7' C 23 23 23 24 1014• 0 23 23 24 25 e' 4 7`-1" A 11'-8" E 25 25 25 25 0.10• D 23 23 23 24 0-11" 0 24 24 24 25 n/a 4.5 64• A 11'3 E 28 26 26 26 8'-21 D 23 23 23 23 06• D 24 24 24 25 4' 5 614' A 10-1D' E 28 26 26 26 T4' D 24 24 24 24 0-2• E 25 25 25 25 5.5 1-7' A 0-11• E 26 26 28 26 T-21 0 24 24 24 24 B'-11• E 26 28 28 28 6 4'4• A 0-7• E 27 27 27 27 6'-10' D 24 24 24 24 814' E 26 26 26 26 6.5 4'4' A 14" E 27 27 27 27 OS' D 24 24 24 24 1S' E 27 27 27 27 7 4'-1• A 0-1" F28 1 31 28 28 28 6-2- D 24 24 24 24 8'-1' E 27 27 27 27 7.5 0-9• A a-11• F 28 28 28 28 5'-10• D 25 25 25 25 T-101 E 27 27 27 27 6 3'6" A 8'4" F I 29 29 29 29 S-7" D 25 25 25 25 T-7' E 27 27 27 27 S. 3'4" A 06' F 29 29 29 28 54' E 25 25 25 25 T4' E 28 28 28 28 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 3 9S A 174• D 28 26 26 28 OS" C 24 24 25 26 105• 0 25 25 26 28 D 3.5 v-2" A 111-8' E 27 27 27 27 V-10• D 25 25 25 28 0-11' D 28 2626 v 27 e' 4 T-1" A 11'-21 E 28 28 28 28 6'421 D 25 25 25 25 06' D 26 26 26 27 n/a 4.5 04' A 105" E 29 29 29 29 TS' D 25 25 25 25 0-1' E 27 27 27 27 4' 5 51-V A 10'4" E 29 29 29 29 T-0" D 26 26 26 28 8'-10' E 28 28 28 28 5.5 S-2' A OS" E 29 29 29 29 S-7• D 26 26 20 26 8'4' E 28 28 28 28 8 4'4• A 0-2" F 30 30 30 30 6*3" D 26 26 28 26 03• E 29 29 29 29 6.5 4'4• A 8'-11• F 30 30 30 30 $'-11' 0 25 26 28 28 T-11• E 29 29 29 29 7 1 4'-1' 1 A I 8'4" I F 1 31 1 31 1 31 31 1 S-7" I E 1 27 1 27 1 27 1 27 1 T-7' I E 1 29 1 29 1 29 1 28 OVER- Post Description Max POST Detail Hgt Code TABLE 02 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 9 A Ac 0.042'X3"7B" Aluminum Post 10' HANG N30 0.024"x3"13"Post with Side I 11' B PROJECTION OF SINGLE SPAN STUCTURES (FT) Clover 0.030'X3'73" Alum 11' C N71, AH Clover 0.040'73"x3" Alum 11' D (FT) 6' T 8' 0 10 11' 17 13' 14' 15' 10 1T 18' 10 20 21' 27 0 7 3.5' 4' 4.5' 6 5.5 6' 6.5' T 7.5' v 8.5' e' 9.6 10 10.5' 11' 1' 3.5' 4' 4.5 S 5.5' 0 6.5! T 7.51 8' 8.5' 9' 9.6' 10 10.5 11' 11.6' 7 n/a n/a n1a n/a We 6.51 7' 7.5' 8' 8.6 0 9.51 1(y 10.6' 11' 11.5' 17 3' n/a Na Na nfa n/a Na n/a ole Na We 9.51 10 10.5' 11' 11.5' 17 12.51 4' n/a We n/a n/a n/a n/a r9a Na n/a Ne n/a n1a n1a n1a Ne 12.6' 13' TABLE 6.3 Post Requirements for Attached Single Sp an Structures Post Description Max POST Detail Hgt Code Twin 0.06W0.5"x1.5" Scroll 9 A Ac 0.042'X3"7B" Aluminum Post 10' B N30 0.024"x3"13"Post with Side I 11' B N76, BK Clover 0.030'X3'73" Alum 11' C N71, AH Clover 0.040'73"x3" Alum 11' D N1 I. AH ColoNal 0.062" Extruded 12' E AE 0.041'73'X3" Steel Clover 11' F N11. AH 0.041"x3'73" Steel Clover 8' G N11, AH 3/16"4'X3" Steel Square 16 H N17, AG 3/16"xW)G" Steel Square 12' I N17, AG 3/16'X4'X4" Steel Square 15' J N17, AG 3/16"xTW Steel Square 15' K N17. AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.6 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1 -N35 or A -BM) Amerimax EX 28921 US Hw Romoland, C Carl Putnam, FOR PATIO SLABS FOLLOW 1-11 FROM ABOVE THEh 3441 Ivylink I SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carfputnamCa SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 39 of 66 OCT 02 2013 Snl In rnVFR R n oncT CDACIMGC cno OAlin Akin f MR4CGP1A1 !"nvc OC UIPU MIIMn ADCAC 6.7ched 3 Dete 'x4" Beam Detail 16 Gauge x3'x6' tee C(DetaTABLE B 22 or 27 Attached Freestand ng or C Attached Freestanding or 31 34 ucture nits 25 Structure Multis n Units Multis an Units Structure Multis n Units GROUND TRIG POST POST 23 23 26 ENGTH MAX D 26 MAx POST LENGTH MAx POST 16'-10" MAXPOSTLENGTH SNOW WIDTH SPACING REOD %-X13!'-11Beam 4 FOOTERI EFreestandingg 16' POST MIN FOOTER 9 I 17 1 16' POST MIN FOOTER 6 I 17 I 15' LOAD (FT) ON SLAB FOR 15'b" 0 SIZE D FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTE (PSF) 24 (FT) SLAB 16'4' D 'd 'd (FT) TYPE 'd -d 'd 'd (FT) TYPE 'd "d''d(In 5 13'-r A 9-2" B 24 11M 25 26 (in) (in) (M (In) 28 28 (inI (In) (ti) (In) 10 3 27-8" A 131-0" B 22 24 27 TABLE 6.7 18'-2' C 25 28 31 34 18'-B" C 25 29 32 Multis an Units LIVE 3.5 19-5" A 11'-11" B 23 23 26 MAXffSIZ-ECON-SLED 17'-5" D 26 28 31 POST 16'-10" D 26 28 31 MIN oo LOAD 4 1T-0' A 10-10" B 23 23 26 ONSTRAINED FOOTS(PSF) 16-10' D 27 28 31 TYPEd "4' 15'b" 0 26 28 31 32 ONLY 4.5 15'-1" A 9-11' B 24 24 25 27 16'4' D 28 28 30 32 14'-r D 26 27 30 31 5 13'-r A 9-2" B 24 24 25 26 19-10" E 28 28 30 32 13'-7 D 27 27 30 31 5.5 174" A 8'b" 8 24 24 24 26 15'6" E 29 29 30 31 123" D 27 27 29 30 6 11'4' A 7'-11" 8 24 24 24 26 14'6" E 29 29 30 31 116" D 27 27 29 30 6.6 10'-5" A TS" 8 24 24 24 25 13'-8" E 30 30 30 30 16-0" D 27 27 28 29 7 B'4" A T-0" B 24 24 24 25 17.11• E 30 30 30 30 94" D 27 27 28 29 7.5 9-1" A 6-7" B 24 24 24 25 12'3" E 30 30 30 30 9-7 D 27 27 28 28 B 8'6" A 63" B 24 24 24 25 11'-0" E 30 30 30 29 9-r 0 27 27 27 28 8.5 9-0" A 5-11' B 25 25 25 24 11'-1" E 30 30 30 29 8'-1" D 27 27 27 28 9 7'6" A S4' B 25 25 26 24 19-r E 30 30 30 29 T4" D 27 27 27 27 9.5 T-2' A 54' C 25 25 25 1 24 10'-2' E 30 30 30 29 T3' D 27 27 27 27 10 64" A 6'-2" C 25 25 26 94" E 31 31 31 6-17 D 27 27 27 11 8'-7 A 4'4" C 25 25 25 9'-0' E 31 31 31 6'3" D 27 27 27 12 5'4' A 4'4" c 26 26 25 96" E 31 31 31 5'-9" D 27 27 27 13 6'-2" A 4'-1" C 25 25 25 7'-10" E 31 31 31 5'4" D 27 27 27 10 3 276" A 11'6' B 24 25 28 TABLE 6.7 161-6" D 27 30 33 34 18'-2' D 27 30 34 Multis an Units E 3.5 196" A 10'-2' 0 24 24 28 MAXffSIZ-ECON-SLED 15-11" 0 28 30 33 POST 14'6" D 28 30 33 MIN oo LOAD 4 -0 1T" A 9 -2" B 25 25 27 ONSTRAINED FOOTS(PSF) 15'4" D 29 29 33 TYPEd "4' 13'-7 0 28 29 32 32 ONLY 4.5 15'-1" A 64' B 25 25 27 27 14'-10" E 30 30 33 32 17-1" D 28 29 32 31 5 13'-7' A T4" B 25 25 26 26 14'-1" E 31 31 32 32 11'-0" D 28 28 31 31 5.5 124" A T-1" B 25 25 26 26 13'-1" E 31 31 32 31 19-0" D 28 28 31 30 6 11'4" A B'-7" B 25 25 25 26 173" E 31 31 31 31 9-2' D 28 28 30 30 6.6 196 A 6-2" B 26 26 26 25 6" 11'" E 31 31 31 30 8'6"D D 28 28 30 29 7 91 6" A 5'-10" B 26 26 28 25 16-11" E 32 32 32 30 T-11' D 28 28 29 29 7.5 9 -1" A 5' 6" B 26 26 26 25 19.4" E 32 32 32 30 T4" D 28 28 29 28 8 81 6" A 5'-2' C 26 26 28 25 B'4" E 32 32 32 29 6-11" D 28 28 28 28 8.5 9-0"A A 4'-11" C 26 26 26 24 94" E 32 32 32 29 66"D D 28 28 28 28 9 7'6" A 4'6" C 26 25 28 24 8'-11' E 32 32 32 29 6-2"0 D 28 28 28 27 9.5 T-2" A 4.6" C 26 26 26 1 24 66" E 32 32 32 29 6-10' D 28 28 28 27 10 6'4"A A 4'-3" C 26 28 26 6-2" E 32 32 32 5'6"D D 28 28 28 11 6.2" A 3'-17 C 26 26 26 7'6" E 32 32 32 51-0" D 28 28 28 12 6'-8" A 3'-r C 26 26 28 6'-11' E 33 33 33 4'-r D 28 28 28 13 5'-2' A 3'4" C 26 28 26 66" E 33 33 33 4'3" D 28 28 ZB 10 3 27-8' A 176' B 23 24 27 TABLE 6.7 1T6" D 26 29 32 34 IT -7"D Freestanding or 28 30 33 Multis an Units E 3.5 191-5" A 11'-Z" B 24 24 27 MAXffSIZ-ECON-SLED 1614" 0 27 29 32 POST 15'-17 D 27 29 32 MIN oo LOAD 4 1T-0" A 19-1" B 24 24 28 ONSTRAINED FOOTS(PSF) 16-2' D 28 28 32 TYPEd "4' 14'6" D 27 28 32 32 ONLY 4.5 16'-1' A 93" B 24 24 28 27 IV -w E 29 29 31 32 13'3" 0 27 28 31 31 5 13'-7- A 816" B 24 24 25 26 1513" E 30 30 31 32 174" D 28 28 30 31 5.5 174" A T47 B 25 25 25 26 14.6" E 30 30 31 31 11'4' D 28 28 30 30 6 11'4' A 7*4' B 25 25 25 26 13'6" E 30 30 30 31 196" D 28 28 29 30 6.5 10'6" A 6'-17 B 25 25 25 25 174" E 30 30 30 30 9-1, D 28 28 29 29 7 96" A 66" B 25 25 25 25 IZ-d' E 31 31 31 30 8'-11" D 28 28 28 29 7.5 9-1" A 6-1" B 25 25 25 25 11' 5 E 31 31 31 30 84' D 28 28 28 28 8 816" A S4' 8 25 25 25 25 17-17 E 31 31 31 29 7'-17 D 28 28 28 28 8.5 6-0" A 6.6' 8 26 25 25 24 1014" E 31 31 31 29 T4' D 28 28 28 28 9 716" A 6-2" C 25 25 25 24 947 E 3131 29 31 29 T4' D 28 28 28 27 9.5 T-2" A 4'-11" C 25 25 25 1 24 96" E 31 31 31 29 6-r D 28 28 28 27 10 6-9' A 4'4" C 25 25 25 9-0" E 31 31 31 6'-3" D 28 28 28 11 6-7 A 44" C 25 25 25 94' E 32 32 32 5.4" D 28 28 28 12 S4' A 4'-0" C 25 2525 T4" E 32 32 32 5'3' D Z8 28 2B 13 S-7 A T -r C 28 26 28 T3' E 32 32 32 4'-17 D 28 28 ZB 25 4' 3" I eam(Data A 7x4" I Beam (Detail D) 16 Gauge )9'A8" Steel C Det e11 T TABLE 6.7 17"6" Attached Freestanding or 29 Attached Freestantling or 34 Attached Freestanding or 24 28 Structure Multis an Units Structure Multis an Units 94' Structure Multis an Units GROUND TRIB POST POST MAX 23 MAX POSTLENGTH MAXffSIZ-ECON-SLED POST LENGTH MAX 27 MAX POST LENGTH SNOW WIDTH SPACINGREO'D POST MIN 00 8' I 17 I 1S POST MINI 17 I 15' POST MIN oo S' I 17 I 15' LOAD (FT) ON SLAB FOR SPACINGPOST SIZE CONSTRAINED FOOTER SPACING POSTTRAINFOOTS SPACIN POST 912E ONSTRAINED FOOTS(PSF) (FT) SLAB (FT) TYPE "4' "d 'd 'd (FT) TYPEd "4' (FT) TYPE "d 'd "d' 'd(In) 27 30 32 (in) (in) In) 4.5 n) In) A (in) (In) (N M 25 3 11'4 A 101-0" 8 22 23 26 28 17"6" E 26 29 32 34 14'3" D 24 28 31 33 3.6 94' A 8'-17 8 22 23 26 27 16-0' E 27 28 32 34 174" D 25 28 31 33 4 816' A 7'-11" 8 22 22 25 27 14'-r E 27 28 31 33 1116" D 25 27 30 32 4.5 716" A 73' B 22 22 25 27 13'4' E 27 27 30 32 193' D 25 26 29 31 5 614" A 6-r 0 22 22 24 26 174" E 28 28 30 32 93' D 25 26 29 31 5.6 6'-2" A 6-1" B 23 23 24 26 11'6' E 28 28 29 31 66' D 25 25 28 30 6 5'4' A 5'4" C 23 23 24 26 16-8• E 28 28 29 31 T4" 0 25 25 28 30 6.5 5'-2" A 5'3" C 23 23 23 25 19-0' E 28 28 29 30 7'-1' D 25 26 27 29 7 4'-17 A 4'-11' C 23 23 23 25 96" E 28 28 28 30 6.7" D 25 25 27 29 7.5 4'6" A 4'4' C 23 23 23 25 8'-11" E 28 28 28 30 6-2• D 25 25 28 28 8 4'-3" A 4'6" C 23 23 23 25 66" E 28 28 28 29 54' D 25 25. 26 28 8.5 4'-0" A 4'-2" C 23 23 23 24 6-0' E 29 1 29 29 29 5'6" D 25 25 26 28 9 3'4" A 3'-11" C 23 23 23 24 T4" E 29 29 29 29 5'-2" D 25 25 26 27 9.5 T -r I A 3'-9' C 1 23 23 23 1 24 TJ' E 29 29 29 29 4'-10' D 25 25 25 27 25 3 11'4" A 64' 6 23 25 28 30 15'-11" E 28 31 34 36 17.8' D 26 30 33 36 3.5 91 6" A T-9' a 24 24 27 29 14'-3' E 28 30 33 38 11'-1" D 27 29 32 35 4 S'6" A 6-11" B 24 24 27 29 17-17 E 29 29 33 35 94' D 27 28 32 34 4.5 T6" A 64' 8 24 24 26 28 11'-9' E 29 29 32 34 8'4' D 27 28 31 33 5 6'4' A 6'-9" C 24 24 26 28 19-17 E 30 30 32 34 T-17 D 27 27 30 32 5.5 6-r A 84" C 24 24 20 28 19-0" E 30 30 31 33 7'-1' D Z7 27 30 32 6 51 6" A 4'-11" C 24 24 25 27 94" E 30 30 31 33 66" 0 27 27 29 31 6.5 S-2" A 4'•7" C 24 24 25 27 8'-9' E 30 30 30 32 6-0' D 27 27 29 31 7 4'-17 A 41" C 24 24 26 27L%. E 30 30 30 32 S-7' D 27 27 28 30 7.5 4'6" A 4'-0' C 24 24 25 27 E 30 30 30 32 5'3' D 27 27 28 30 8 4'3" A 3'4" C 24 24 Z4 26 E 30 30 30 31 4'-11" D 27 27 28 30 8.6 4'-0" A 3'-7" C 25 25 25 26 31 31 4'-7' D 27 27 27 29 B 3'4" A 36" C 26 25 Z6 %31 31 44" D 27 27 27 29 9.5 Y-7' A 3.3" C 25 26 ZS 28 F 31 31 31 31 4'-2" 1 D 1 27 1 27 1 27 1 29 130 MP t I,UA'UHt IJ 30 3 96" A 9-7" B 20 72 25 27 1T3" E 25 28 31 33 17-91 D 23 27 30 32 3.6 8'-7' A W6" B 21 22 24 26 156" E 25 27 30 32 1Z4" D 23 26 29 31 4 7'-1' A T-8" B 21 21 24 26 14'-1" E 25 26 29 31 19-11' D 23 26 29 30 4.5 64" A 6'-11" 8 21 21 24 25 17-10" E 26 26 29 31 9-9" D 23 26 28 30 5 514" A 14" B 21 21 23 25 11'-17 E 28 26 28 30 814" 0 23 24 27 29 5.5 5'-7' A 5'-17 B21 21 23 25 11'-0" E 26 26 28 30 6-0' 0 23 24 27 29 6" 8 4'-9" A 51 C 21 21 23 24 193" E 26 26 28 29 T4' 0 23 23 26 28 6.5 4'4" A 5'-1' C 21 21 22 24 96' E 26 26 27 29 64" D 23 23 28 28 7 4'-1' A 4'4" C 21 21 22 24 9-1" E 28 26 27 29 64' D 23 2328 27 7.5 3'4" A 4'6' C 21 21 22 24 8'-7" E 27 27 27 28 5-11" D 23 23 26 27 6" 8 3'6"A 4'3" C 21 21 22 24 9-1" E 27 27 27 28 5'6' 0 23 23 25 Z7 8.5 14" A 4'-0" C 22 22 22 23 T4" E 27 27 27 28 5'-7 D 23 23 25 26 B 1 T-2" A T-9- C 22 22 22 23 T4" E 27 27 27 28 4'-11' D 23 23 24 26 130 MPH EXPOSURE C or 150 MPH EXPOSURE 8 30 3 96" A 814" B 22 24 27 29 15.9" E 27 30 33 35 3.5 8'-2' A T6" B 22 23 26 28 14'-1" E 27 29 32 34 c 4 7'-1" A 6-17 8 22 23 26 28 12'4" E 28 28 31 33 p0rEW1 4.6 614" A 63' B 23 23 25 27 11'-7" E 28 28 31 33 Q p� 5 5'6" A 5'4" C 23 23 25 27 10'4" E 28 28 30 32 T 5.6 5'-2" A S3" C 23 23 25 26 9.11" [ 28 28 80 72 CZ 6 41-9.A 4'-17 C 23 23 24 28 9'3" [ 28 28 29 N (T1 6.5 4'4" A 4'6' C 23 23 24 28 8'•8" [ 29 29 31 Q J 7 /'-1' A 4'3" C 23 23 24 28 8 8'•1" [ 29 1 7.5 314" A 4'-0" C 23 23 24 26 714" [ GG 17�,� 8 3'-8" A 3'4" C 23 23 23 28 T3" [ �` '' * �jLV 1,6 8.5 3'4" A 3'6" C 23 23 23 28 8'•10" P�9 9 T-7 A 34" C 23 23 23 28 84' I 29 ClYUi 81 9 CAUL n * 01 OCT 02 2013 ICC ESR1398 (2012 IBC) 9/29/2013 Page 40 of 66 � cAOF� SrP 28 2015 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS TABLE 6.7 4")3'11 Beam Detail Y 7"x4" I Beam (Detail Q) 16 Gauge x3"x8" Steel C Detail T B Attached Freestanding or 2916-11" Attached Freestanding or D Attached Freestanding or 34 34 Structure Mullis an Units 28 Structure Multispan Units 34 Structure Mullis an Units GROUND TRIS POST POST MAK 25 28 MAX POST LENGTH MAx D 30 MAX POST LENGTH MAX 34 13'-7" MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MW FOOTER 8' I 17 I 15' P03T MIN F](in) 6 I 17 I 15' POST MIN FOOTER 8' I 17 I 15' LOAD (FT) ON SLAB FOR PACING POST SIZE CONSTRAINED FOOTS SPACINGPDST 32 ONLY ONSTRAINED FOOTS SPACWG POST SIZE CONSTRAINED FOOTS (PSF) 26 (FT) SLAB (FT) TYPE "? "d' -Ir 'd' (FT) TYPE 11'-1" "d" "d' "d" (FT) TYPE 'd d "d" 'd' -d- 4' 5 13'-T A T-1" B Ih) (in) PN (h) M) 27 26 13'-Y Ih) (h1 (in) 32 32 (in) Ihl 'hi 1W 10 3 22'-8" A 101-7" B 25 26 2916-11" 28 17'6" D 28 31 34 34 16'-1" D 28 31 35 34 LIVE 3.5 19' 8 A 5 9'" B 25 25 28 28 15' 3" D 30 30 34 34 13'-7" D 28 30 34 33 LOAD 4 1T -0•A A 8'-W B 25 25 28 27 14'4" E 30 30 34 33 174• D 29 30 33 32 ONLY 4.5 15'-1" A T6' B 28 26 27 27 14'3" E 31 31 33 32 11'-1" D 29 29 32 31 4' 5 13'-T A T-1" B 28 26 27 26 13'-Y E 32 32 33 32 101-0' D 29 29 32 31 5.5 174" A 6'-T B 26 26 28 28 17.3" E 32 32 32 31 9.1" D 29 29 31 30 6 11'4" A 6 .1" B 26 28 26 28 11' S E 32 32 32 31 64" D 29 29 31 30 6.5 WIT A 5'S B 26 28 26 25 10'-9" E 32 32 32 30 T-01 D 29 29 30 29 7 9S A 6'4" C 26 26 26 25 10'-1' E 32 32 32 30 7'-2" D 29 29 30 29 7.5 9 .1' A 5'-0" C 26 26 26 25 9-7" E 33 33 33 30 6' 6" D 29 29 29 28 8 81 S A 4'4' C 26 26 29 25 9'-1" E 33 33 33 29 64' D 29 29 29 28 8.5 81 -0" A 4'4' C 26 28 28 25 14. E 33 33 33 29 5-11' D 29 29 29 28 9 7' S A 43 '" C 27 27 27 24 8'3" E 33 33 33 29 S-7' D 29 29 29 28 9.5 T -21A A 4'-1" C 27 27 27 24 T-10" E 33 33 33 29 S4• D 29 29 29 1 27 10 6.9" A T-11" C 27 27 27 26 T-6" E 33 33 33 31 5'-0" 0 29 29 29 29 11 9.2' A 7-7" C 27 27 27 8'-11' I E 1 33 1 33 1 33 4'-7" I D 1 29 1 29 1 29 20 3 11'-101' A 19-1" B 22 23 26 28 17'6" E 26 29 32 34 14'8' D 26 28 32 34 LIVE 3.5 19-2' A 9-11" B 22 23 26 28 16'3" E 27 28 32 34 17.11' D 25 28 31 33 LOAD 4 8'-11" A 6-1" B 22 22 25 27 14'6" E 27 28 31 33 11141' D 25 27 30 32 ONLY 4.5 7'-11' A T4" B 22 22 25 27 13'4" E 27 27 30 32 195" D 25 26 29 31 4' 5 T-1" A 66" B 23 23 24 26 174" E 28 28 30 32 94" D 25 26 29 31 5.5 65" A 6-2* B 23 23 24 28 11'-7" E 28 28 29 31 e'4' D 25 25 28 30 6 5'-11' A 6'6" B 23 23 24 28 19-19 E 28 28 29 31 7'-10" D 26 25 28 30 6.5 5'5' A 514" C 23 23 24 25 10'-2" E 28 28 29 30 T3" D 25 25 27 29 7 5'-1" A S-0" C 23 23 23 25 9'-7" E 28 28 28 30 66' D 25 25 27 29 7.5 4'4" A 4'4' C 23 23 23 25 94' E 28 28 28 30 93" D 25 25 27 28 8 4'S A 4'$ C 23 23 23 25 8'-71 E 29 29 29 29 5'-11' D 25 25 26 28 8.5 4'-Y A 4'3• C 23 23 23 25 8'-2' E 29 29 29 29 51S D 25 25 26 28 9 3'-11" A P-0' C 23 23 23 24 7'4" E 29 29 29 29 613' D 25 25 26 28 9.5 1 3'6" A T-10" C 1 23 23 23 24 TS• I E 1 29 1 29 29 29 4'-11" 1 D 1 25 1 25 1 25 1 27 20 3 11'40• A 8'-10" B 23 25 28 30 15'-11' E 28 31 34 38 174- D 26 30 33 36 E 3.5 19Q" A T-19'8 (h) 24 24 27 29 14'4' E 29 30 33 38 11'3' D 27 29 33 35 LOAD 4 8'-11• A T-0• B 24 24 27 29 13'-0" E 29 29 33 35 9-11" D 27 28 32 34 ONLY 4.5 T-11' A 64" B 24 24 26 28 11'-10• E 30 30 32 34 8'-10" D 27 28 31 33 4' 5 T-1" A 5'-10" B 24 24 26 28 W-11" E 30 30 32 34 T-11' D 27 27 30 32 5.5 65" A 5'4" C 24 24 26 28 10'-Y E 30 30 31 33 T3' D 27 27 30 32 6 5-71' A 6'-0" C 24 24 25 27 9'5' E 30 30 31 33 9.7' D 27 27 29 31 6.5 61S" A 4'-7" C 24 24 25 27 9-10" E 30 30 30 32 6-1" D 27 27 29 31 7 6'-1" A 4'4" C 24 24 25 27 8'4" E 30 30 30 32 541 D 27 27 28 30 7.5 4'4' A 4'-1' C 25 25 25 27 T-10" E 30 30 30 32 54' D 27 27 28 30 8 4'S A T-10" C 25 25 25 26 7'S" E 31 31 31 31 5`-0" D 27 27 28 30 8.5 4'-2" A 3'-T C 25 25 25 28 T-0' E 31 31 31 31 4'S' D 27 27 27 29 9 7-11" A 3'-6' C 25 25 25 28 8'4" . F 31 31 31 3/ 4'S• D 27 27 27 29 9.5 3'6• A 3'3" C 25 25 25 26 65" F 31 31 31 31 4'-Y D 27 27 27 29 10 1 3'4r j A 1 3'-1" 1 C 1 25 1 25 25 26 6-1' 1 F 1 31 1 31 31 31 4'4" D 27 27 27 29 vcncnr�L nw rnva" nv��o rvn mwc IMOLLJ 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 PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.7 4"x3" I Beam Detail Y 7' 4' 1 Beam (Detail Q) 16 Gauge x3"x8" Steel C Detail T) TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure I Mullis an Units Structure Mullis an Units Structure Mullis an Units GROUND TRIG POST MAX MAX POSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH REO'D POST MIN 007 6 I 12' I iS POST MIN 00 9 I 17 I 16' POST MIN oo7E 6 I 17 I 15' ISPACST LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE 'd' "d' 'd' 'd' (FT) TYPE 'd' 'd 'd' •d' (FT) TYPE 'd' "d" "d" (h) (in) (h) lin) (in) lin) Ihl Iln) (In) (in) I (in) (h) 30 3 11' A 9-2" B 21 23 26 28 16.7^ E 28 28 32 34 13'-2" D 24 2B 31 33 D 3.5 8'-2" A 8'-1" B 21 22 25 27 14'-1D" E 28 28 31 33 11'6^ D 24 27 30 32 Ir 4 T-1" A 713" B 21 22 25 27 13'8 E 26 27 30 32 10'4" 0 24 26 29 31 Na 4.5 64" A 6-7' B 22 22 24 26 17J" E 27 27 30 32 9-2" 0 24 28 29 31 4' 5 6'4" A 6-0• B 22 22 24 26 11'4" E 27 27 29 31 63^ D 24 25 28 3D 5.5 T -Y A 5-7" B 22 22 24 25 101-6" E 27 27 29 31 TS D 24 25 28 29 8 4'4" A 6'-2" C 22 22 23 25 9'6" E 27 27 28 30 6.11" D 24 24 27 29 6.5 14" A 4'-10" C 22 22 23 25 9.2" E 27 27 28 30 65" D 24 24 27 29 7 4'-1" A 4'4" C 22 22 23 25 8'-7" E 27 27 28 30 6'-11" D 24 24 26 28 7.5 3'-B" A 4'3' C 22 22 23 25 8'-Y E 27 21 27 29 6'S 0 24 24 28 28 8 3'-6' A 4'-0" C 22 22 22 24 1 TSE 28 28 28 29 5'-2" D I 24 24 26 27 8.5 74' A 1-9. C 22 22 22 24 T4" E 28 28 28 29 4'-11" D 24 1 21 1 25 1 27 30 3 9S A 8'-Y B 23 24 27 29 14'-10" E 28 30 34 36 11'-10' D 26 29 33 35 D 3.5 8'-2" A T -Y B 23 24 27 29 13'3" E 28 29 33 35 101-Y D 28 28 32 34 Ir 4 T-1" A 6'S B 23 23 26 28 17-0" E 28 29 32 34 8'-11" D 26 28 31 33 Na 4.5 64" A 5'-19' B 23 23 26 28 19-11" E 29 29 32 34 T-11" D 26 27 30 32 4' 5 61-8' A 5'4" C 23 23 26 28 101-0" E 29 29 31 33 1-2" D 26 26 30 32 5.5 T-2" A 4'-11" C 24 24 25 27 93" E 29 29 31 33 64" D 26 26 29 31 6 4'6" A 4'4" C 24 24 25 27 6S E 29 29 30 32 6'-11' D 26 26 29 31 6.5 4'4" A 4'-2' C 24 24 25 27 9-1" E 29 29 30 32 SG D 26 26 28 30 7 1 4'-1' 1 A 1 7-11" 1 C 1 24 1 24 1 24 1 26 11 T-7" I E 1 28 1 29 1 29 1 31 5--1' 1 D 1 28 1 28 1 28 1 30 OVER- Post Description Max POST Detail Hgt Code TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 9 A Ac 0.042")OX11" Aluminum Post 10' HANG N30 0.024"x3' OPost with Sideplat 11' B PROJECTIONOF SINGLE SPAN STUCTURES (FT) Clover 0.03VWIA3" Alum 11' C N71, AH Clover 0.040"x3 x3" Alum 11' D (FT) e' T 8' 9' 19 11' 17 13' 14' 15' 16 1T 18' 19 201 21' ZL 01 3' 3.5' 4' 4.6' S 5.5 6 8.5' T 7.5' 6 B.S Ir 9.51 19 10.5' 11' 1' 3.6' 4' 4.5' S. 6.61 6 8.5' T 7.5 8' 8.5' 9 9.5' 101 10.6' 11' 11.5 7 n/a n/a n/a Na Na 6.5 T 7.5' 8' 8.5' 9 9.5' 79 10.5' 11' 11.6' 17 6 n/a n/a n/a Na Na Na Na Na Ne Na 9.5' 101 10.5 11' 11.5 17 12.5' 4' n/a n/a Na n/a Na n/a Na Na Na Na Na Na Na Na Na 12.5' 13' TABLE 6.3 Post Requirements for Attached Single Sp an Structures Post Description Max POST Detail Hgt Code Twin 0.060x1.5"x1.5" Scroll 9 A Ac 0.042")OX11" Aluminum Post 10' B N30 0.024"x3' OPost with Sideplat 11' B Nie, sK Clover 0.03VWIA3" Alum 11' C N71, AH Clover 0.040"x3 x3" Alum 11' D Nil, AM Colonial 0.062" Extruded 12' E AE 0.041"x3'5(3" Steel Clover 11' F N71, AH 0.041"x3'50 Steel Clover Ir G N11, AH 3/16)a"x3" Steel Square 15' H N17. AG 3/16'x3'%ia' Steel Square 12' 1 N17. AG 3/16'x4"x4" Steel Square 15' J N77, AG 3/1&'A5"x5" Steel Square 15' K N17, AG TABLE 6.4 Post Requirements for Freestanding Structures or Multls an Attached Struptur s Post Description Maximum Footing Max Height OST Code Detail # 0.0419OW' Steel Clover d= 20" 9 B 11, A 0.041"xWX3" Steel Clover d= 21" 8' B 11/AH 3/1VA3"x3" Steel Square d= 29" 14' E , AG 3/16"xTIAT Steel Square d= 32" 8' N17, AG 3/16"x4'SL4" Steel Square d= 35" 14' F N17 AG 3/16"x4"x4" Steel Square d= 38" 9' F N17, AG 3/16"x5"x5" Steel Square d= 41" 15' G N17, AG 3/16"x6'k6"Steel Square d= 46" 15' 1 N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.7 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (N1-1,135 orA-BM) Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carloutnam(a)comcast.nel SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 41 of 66 SEP 28 2015 OCT 02 2013 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.8 2 Gauge x3'k8 Stee C Det I T Dou a 16 Ga 3"x8" Steel C (petal Tan AY Ouble 12 Ge 3"x81 Stee C petal Tan AY 32 Attached Freestanding or 23'-T' F reestanding orStructure 33 33 26'-7' F 35 35 Mullis an Units LIVE 5.6 ultis an Units A Structure MulBs an Units GROUND TRIB POST POST MAX 33 33 MAX POST LENGTH MAXMAX F 35 POST LENGTH MAX TOAD 8 MAXPOSTLENGSNOW A WIDTH SPACING REOD POST MIN FOOTER 9 I 17 1 15' POST 34 Al 9 I 17 ' 15' POST MIN FOOTER8'6'LOAD 36 ONLY (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACIN 21'-7" F ONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS(PSF) 37 37 (FT) SLAB (FT) TYPE 'd' "d" •d" "d" (FT) 33 33 "d' "d" •d• (FT) TYPE "d' b"•C "d' 35 26-6" F 37 37 37 (In) (In) (in) (In) 0-1" A 17"6"F lin) lin Qn) 34 34 lin) (In (in) 8n) 190 MPH 10 5 13'-T A 775" F 32 32 32 23'-T' F 33 33 33 26'-7' F 35 35 35 LIVE 5.6 174" A 21'-2" F 32 32 32 27-10• F 33 33 33 27"6" F 35 35 35 TOAD 8 11'-4" A 201-1" F 33 33 33 27.2" F 34 34 34 26'-1 I" F 36 36 36 ONLY 6.6 10'S" A 10-1" F 33 33 33 21'-7" F 34 34 34 29.2" F 37 37 37 203 7 06" A 16'-3" F 33 33 33 21'-1" F 36 35 35 26-6" F 37 37 37 36 7.5 0-1" A 17"6"F 38 34 34 34 20'-7" F 36 36 38 24'-11• F 38 38 38 1513" 8 81 6" A 16'-9' F 34 34 34 20'-1" F 38 38 36 245" F 38 38 38 9 8.6 9-0"A 14'-7• 19.2" F 34 34 34 191.5" F 36 36 36 23'-11' F 39 39 39 42 9 71 51" A 15'-7' F 34 34 34 18'-10" F 37 37 37 23'5" G 39 39 39 G 9.5 T-7 A 19-0"F 35 35 35 18'-4" F 37 37 37 23'-1' G 40 40 40 40 10 61 A" A 14'-7' F 35 35 35 1T-9" F 37 37 37 27.8" G 40 40 40 F 10.5 9.5" A 14'-1" F 35 35 35 iT4' F 38 38 38 274" G 41 41 41 37 11 9-2" A 13'5' F 35 35 35 16'-101' F 38 38 38 21'•11' G 41 41 41 F 11.5 5'-11• A 131-1 F 35 35 35 1615" F 38 38 38 21'-6• G 42 42 42 9-2" 12 516' A 17-11" F 38 36 36 19-1" F 38 38 38 21'4' G 42 42 42 42 11 6'-7 A 12'3'F 1115" 34 34 34 194" F 37 37 37 20'3 G 41 41 41 46 12 96' A 11' -TF 12 34 34 34 14'5' F 37 37 37 203 G 41 41 41 13 S-2" A 11'-1' F 35 35 35 14'-1' F 38 38 38 10-9' G 42 42 42 )bunt G or 1"0 MYN E SURE H 10 5 13'-T A 19'6" F 34 34 34 31 21'-10" F 36 38 38 MAX MAX POST LENGTH MAX MAX POST LENGTH 296' F 38 38 38 SPACIN LIVE 5.5 174" A 186" F 35 36 35 (in) (In) (in) (in) (in) (in) (N) (In) 21'-7' F 36 30 36 35 25'6' F 39 38 39 38 LOAD 8 11'4" A 17"6" F 35 35 35 32 201-T F 37 37 37 35 24'-11" F 40 40 40 37 ONLY 8.5 1015• A 18'6" F 36 36 36 32 203 F 38 38 38 34 243" F 40 40 40 37 7 9'6" A 15'-11• F 38 36 36 32 19'-T F 38 38 38 35 23'6' F 41 41 41 38 7.5 01.1" A 1513" F 36 36 36 33 18'6" F 39 39 39 35 23'-1' G 42 42 42 38 9 8'6" A 14'-7• F 36 36 38 33 1T-10' F 39 39 39 35 27.7' G 42 42 42 39 8.5 9-0" A 14'3 F 37 37 37 33 17'3" F 39 39 39 36 27.2' G 43 43 43 39 8 7"6" A 13'6" F 37 37 37 33 18'4• F 40 40 40 36 21'-9• G 43 43 43 40 9.5 T-2' A 13'-0' F 37 37 37 33 16'-T F 40 40 40 38 21'4" G 44 44 44 40 10 93 A 17-T F 37 37 37 34 16'3 F 40 40 40 36 21'3 G 44 44 44 41 40.5 6'51• A 17-2" F 38 38 38 34 15'4• F 40 40 40 37 2016" G 45 45 45 41 11 9-2" A 11'-10" F 38 38 38 34 14'-11" F 41 41 41 37 204' G 45 45 45 42 11.6 51-11' A 1115" F 38 38 38 34 14'6' F 41 41 41 37 2013 G 46 46 46 42 12 51-W A 11'-1" F 38 38 38 14'-T F 41 41 41 19'3 G 46 46 46 11 9-7 A 106" F 36 36 36 13'6" F 39 39 39 19'3" G 44 44 44 12 96' A 1013 F 37 37 37 12'-11" F 40 40 d0 18'3 G 45 45 45 13 5'-7 A 03 F 37 37 37 1741 F 41 41 41 18'4' G 48 48 46 140 MPH 10 6 13'-T A 21'-2' F 33 33 33 31 27-10• F 34 34 34 MAX MAX POST LENGTH MAX MAX POST LENGTH 27"6" F 36 36 37 SPACIN LIVE 6.5 174" A 20-0' F 33 33 33 (in) (In) (in) (in) (in) (in) (N) (In) 27-1" F 35 35 35 35 296" F 37 37 37 38 LOAD 8 1114• A 18'41• F 34 34 34 32 21'6' F 35 35 35 35 293 F 38 38 38 37 ONLY 0.6 1015' A 193 F 34 34 34 32 20-11• F 36 36 38 34 25'4" F 38 38 38 37 7 9'6" A 17"3" F 34 34 34 32 201.5' F 36 36 36 35 243 F 39 39 39 38 7.5 9-1" A 196^ F 35 35 35 33 19'3 F 37 37 37 35 24'-2" F 39 39 39 38 8 8'6" A 15-10' F 35 35 35 33 10-1" F 37 37 37 35 23'-8" F 40 40 40 39 0.6 81-0' A 1513' F 35 35 35 33 18'6• F 38 38 38 36 23'-2" G 41 41 41 39 9 7"6- A 14'6• F 36 36 38 33 17"-11^ F 38 38 38 36 273 G 41 41 41 40 8.5 T -T A 14'-T F 36 36 36 33 17'.5" F 38 38 38 38 274' G 42 42 42 40 10 93 A 13'3 F 36 36 36 34 19-11" F 39 39 39 36 21'-11' G 42 42 42 41 10.5 9.5" A 13'3' F 36 38 36 34 195' F 39 39 39 37 21'-T G 43 43 43 41 11 9-2" A 17-10" F 36 36 36 34 16'3 F 39 39 39 37 21'-3' G 43 43 43 42 11.5 5-11• A 176" F 37 37 37 34 151-T F 39 39 39 37 201-11" G 43 43 43 42 12 93 A 17.1" F 37 37 37 15'-3" F 40 40 40 206" G 44 44 44 11 8'-2" A 11'-8" F 35 35 35 14'6• F 38 38 38 201-1' G 42 42 42 12 516' A 101-11" F 35 35 35 13'-11" F 39 38 38 19'•7" G 43 43 43 13 51-7 A 105 F 38 38 36 13'4' F 39 39 39 10-2' G 14 44 44 ICC ESR1398 (2012 IBC) 9/29/2013 P )SURE 5 25 12 Gauge x3 8" Stee C Detail Double 16 Ga 3"x8" Steel C Deta l a A Double 12 Ga 3' Stee Detail T and A TABLE 6.8 F Attached Freestanding or Attached Freestanding or Attached Freestanding or 31 31 Structure Multis an Units Structure Multis an Units Structure MulOs an Units GROUND TRIG POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACIN REOD POST MIN 8' I 17 ' 151 POST MIN OOT 9 17 ' 15' POST MIN OOTE S' ' 17 I 15' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOO SPACIN POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE ^d' 'd' "d" "d" (FT) TYPE "d' "d' 'd' •d' (FT) TYPE "d' "d' "d" "d" 31 31 N) in N) (in) (in) (In) (in) (in) (in) (in) (N) (In) )SURE 5 25 5 6'3 A 1T•T F 31 31 31 31 20'5" F 33 33 33 35 24'-11" F 35 35 36 38 5.5 9-2" A 16'-7" F 31 31 31 31 19'•10" F 33 33 33 35 24'-1' F 36 38 38 38 6 5'6" A 15'5" F 32 32 32 32 18•11" F 34 34 34 35 23'-6" F 36 36 36 37 6.5 6'-2" A 14'-10" F 32 32 32 32 18'-1" F 34 34 34 34 27.0" G '37 37 37 37 7 4'-10" A 14'-2" F 32 32 32 32 1715" F 35 35 35 35 27-3" G 38 38 38 38 7.5 4'6" A 13'5" F 33 33 33 33 161-9' F 35 35 35 35 21'5" G 38 38 38 38 6 4'3" A 18-0" F 33 33 33 33 18'-7' F 35 35 35 35 21'3" G 39 39 39 39 8.5 41-0" A 175" F 33 33 33 33 15'-7" F 36 36 36 36 20'-10" G 39 39 39 39 9 3' 9" A 12'4" F 33 33 33 33 15'-1' F 36 36 38 36 2015' O 40 40 q0 40 9.5 3'-T A 1115" F 33 33 33 33 141-7• F 38 36 36 38 201.1" G 40 40 40 40 10 3'4' A it' -T F 34 3q 34 34 14'-2" O 36 36 36 36 19'-B' G 41 41 41 41 10.5 Y-7 A 1015' F 34 34 34 34 13'3 G 37 37 37 37 1915• G 41 41 41 41 11 3'-1" A 105" F 34 34 34 34 13'5' G 37 37 37 37 19'-1" G 42 42 42 42 11.5 7-11 • A 10.1" F 34 34 34 34 1313 G 37 37 37 37 18'-101 G 42 42 42 42 140 MPH 25 6 9-9" A 15'-10" F 34 34 34 34 19-1" F 36 36 36 38 276" F 38 38 38 41 5.5 9.7' A 14'-10" F 34 34 34 34 19-2" F 36 36 36 37 276- G 39 39 39 40 65'6• A 14'-1. F 34 34 34 34 17".3' F 37 37 37 37 27.1' G 40 40 40 40 6.6 S-2" A 13'4' F 35 35 35 35 196' F 3737 37 37 21'6' G 41 41 41 41 7 4'-W" A 176' F 35 35 35 35 19-10"F 38 38 38 38 21'3 G 41 41 41 41 7.5 4'6• A 17-1" F 35 35 35 36 15-3" F 38 38 38 38 206" O 42 42 42 42 8 4'3• A 11'-7' F 35 35 35 35 14'6" F 38 38 38 38 20-1" G 43 43 43 43 8.5 4'-0" A 11'-1" F 36 36 36 38 14'-2" G 39 39 39 39 106• G 43 43 43 43 9 33 A 1015" F 36 36 36 38 13'6' G 39 39 39 39 104" G 44 44 M 44 9.5 3'-T A 19J" F 36 38 36 36 113• G 39 39 39 39 103 G 44 44 44 44 10 3'4• A 9'-11' F 36 36 36 36 17-10' G 40 40 40 40 18'5" G 45 45 45 45 10.5 3'-7 A 91-7" F 36 36 36 36 175" G 40 40 40 40 194' G 46 45 4$ 45 11 3'-1" A 93" F 37 37 37 37 17-1" G 40 40 40 40 18'-1" G 46 46 46 46 11.5 7-11' I A 9'3 I F 1 37 1 37 37 37 1113 1 G 40 l 40 1 40 40 17"3 H 46 46 48 48 130 MPH EXPOSURE B SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMFRCIAI COVERS MIr:M WIND ARFA4 TABLE 6.8 12 Gauge )31x8" teel C (DetailT) Double 16 Ge 3"x8" Steel C Detail T and AY I Double 12 Ga 3'x&'Steel C Detail T and A Attached Freestanding or Attached Freestanding or 35 Attached Freestanding or F Structure Mullis an Units Structure Mullis an Units 25'-7• Structure Mullis an Units GROUND TRIB POST POST MAX 174" MAX POST LENGTH MAX F MAX POST LENGTH MAX 38 32 MAX POST LENGTH SNOW WIDTH SPACING REDID POST MIN FOOTER 8' I 17 I 15' POST MW FOOTER 6 I 17 I 15' POST MIN FOOTER e I 17 I 15' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (P8F) 41 (FT) SLAB (FT) TYPE -Cr 'd' "d" 1d' (FT) TYPE 'd" -cr •d' "d' (FT) TYPE "d' •d" 'd' 'd 32 10'-0' F 39 39 (In) (In) (N) (M) 235" (In) (In) (in) On) 42 42 (In) (in) (In) (in) 10 5 13'-T A 1815" F 35 35 35 31 21'-2" F 37 37 37 35 25'-7• F 39 39 39 38 E 5.5 174" A 1T5" F 36 36 38 32 20'5" F 38 38 38 35 24'-10' F 40 40 40 3B LOAD 6 11'4' A 1651 F 38 36 36 32 10'-10' F 39 39 39 35 24'-1" F 41 41 41 37 ONLY 6.5 101 5 A 165" F 37 37 37 32 10'-0' F 39 39 39 34 235" F 42 42 42 37 4' 7 9'S• A 16-0' F 37 37 37 32 18'-'F F 39 39 39 35 27-11" G 43 43 43 38 7.5 17-1' A 14'4" F 37 37 37 33 1T-7- F 40 40 40 35 275' G 43 43 43 38 8 81 S" A 13'5'F F 38 38 38 33 16'-11• F 40 40 40 35 21'-11" G 44 44 44 39 8.5 S-0' A 13'-2" F 38 38 38 33 16'4" F 41 41 41 36 21'5• G 44 44 44 39 9 T4' A 12'4 F 38 38 38 33 -f' 15'0' F 41 41 41 36 21'-1' G 45 45 45 40 9.5 T-2" A 17-'F F 38 38 38 34 15'-4• F 41 41 41 36 20'4' G 46 46 46 40 10 64' A 11'-10- F 38 38 38 34 14'-11' F 42 42 42 37 W4' G 46 46 48 41 10.5 8'3A A 1115" F 39 39 39 34 W -S' F 42 42 42 37 217-0" G 47 47 47 41 11 0'.2" A 11'-1' F 39 39 39 34 14'-1' G 42 42 42 37 19'5• G 47 47 47 42 11.5 5'-11' A 1015' F 39 39 39 34 13'-9' G 42 42 42 37 19'5" G 48 48 48 1 42 12 65" A 10'5" F 39 39 39 37 1315' G 43 43 43 41 19'-r G 48 48 48 47 11 17-T A 7-10' F 37 37 37 175" F 41 41 41 18'-7- G 46 46 46 20 5 T-1' A 1T4• F 31 31 31 31 20'4r F 33 33 33 35 25'5' F 35 35 36 38 LIVE 5.5 V -w A 16'41 F 32 32 32 32 201-0" F 33 33 33 35 24'-" F 36 36 36 3B LOAD 6 6'-11' A 16-10" F 32 32 32 32 117-1' F 34 34 34 35 23'4• F 36 36 36 37 ONLY 6.5 5'S' A 15'-0' F 32 32 32 32 18'-' F 34 34 34 34 27-11" G 37 37 37 37 4' 7 T-1' A 14'4' F 32 32 32 32 1T -T F 35 35 35 35 27-0' G 38 38 38 38 7.5 4'4' A 13'4• F 33 33 33 33 16'-11" F 35 35 35 35 21'-10' G 38 38 38 38 8 4'45" A 13'-1' F 33 33 33 33 18'-• F 35 35 35 35 21'51 G 39 39 39 39 8.5 4'-2" A 17.7- F 33 33 33 33 1514" F 36 36 36 36 20'-11" G 39 39 39 39 9 Y-111 A 17-1' F 33 33 33 33 15'-" F 36 36 36 36 20-r G 40 40 40 40 9.5 3'4" A 11'4" F 34 34 34 34 141-V F 38 36 38 36 217-2" G 40 40 40 40 10 3'4" A 111-" F 34 34 34 34 14'4' F 37 37 37 37 17-10' G 41 41 41 41 10.5 TA' A 117-11" F 34 34 34 34 13'-11' G 37 37 37 37 1914• G 41 41 41 41 11 T -r A 10'-7- F 34 34 34 34 13.5" G 37 37 37 37 19'-' G 42 42 42 42 11.5 1 T-1" 1 A 1 117-" F 1 34 34 34 34 13'-2- G 1 37 1 37 37 37 18'-11" G 42 1 42 1 42 1 42 20 VCIYCRALIIYJI RY�.IIV ry, 5 T-1" A 16-0' F 34 34 34 34 19'-" F 38 36 36 3823-r Structure MWtis an Units F 38 38 38 41 LIVE 5.5 65• A 16-0• F 34 34 34 34 18'-' F 36 36 38 38 27 -IW G 39 39 39 40 LOAD 6 6.11" A 14'-2m F 34 34 34 34 1TS' F 37 37 37 37 27-" G 40 40 40 40 ONLY 6.5 61-V A 13'.5' F 35 35 35 35 164" F 37 37 37 37 21'$ G 41 41 41 41 4' 7 6-1" A 17-10" F 35 35 35 35 16'9' F 38 38 38 38 21'-1" G 41 41 41 41 7.5 4'4' A 17-' F 35 35 35 35 15'A" F 38 38 38 38 W-7• G 42 42 42 42 6 4'S" A 11'5' F 36 36 36 38 14'9' F 38 38 38 38 217-2' G 43 43 43 43 8.6 4'-2" A 111-" F 36 36 36 36 14'-" F 39 39 39 39 19'4• G 43 43 43 43 9 7-11• A 10'4' F 36 36 38 36 13'4" G 39 39 39 39 195• G 44 44 44 44 9.5 3'4' A 1015' F 36 36 38 36 iT-r G 39 39 39 39 19-1' G 44 44 44 44 10 3'S" A 101-V F 36 36 36 38 17-11" G 40 40 40 40 181-9' G 45 45 45 45 10.5 3'4" A 0'4• F 37 37 37 37 17-7- G 40 40 40 40 18'5• G 45 45 45 45 11 T -T A 9'4" F 37 37 37 37 17-' G 40 40 40 40 18'-2" G 46 46 46 46 11.5 3'-1' A 0'.1' F 37 37 37 37 11'-11' G 40 40 40 40 1T-10" H 46 46 46 46 12 7-11' A I 6-10' I F 1 37 37 37 37 114" G 41 41 41 41 1714" H 47 47 47 47 rum Inmz= IACLCJ 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 PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 O 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.8 30 12 Gauge x3'k8" Stee C Detail 7 Double 16 Ge 31x8" Steel C Detail ? and A Double 12 Ga 31x8" Steel C Detail T and A' TABLE 6.8 30 Attached Freestanding or 31 Attached Freestanding or Attached Freestanding or 32 32 Structure MuiBs an Units 35 Structure MWtis an Units Structure MulBs an Units GROUND TRIS POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAXPOST LENGTH SNOW WIDTH SPACINGREOD POST MIN OOTE 6 I 17 I 16 POST MIN 00 B' I 17 I 1$' POST MIN 00 e' I 17 I 15' LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACINGPOST 61ZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTEF (PSE) (FT) SLAB (FT) TYPE 'd' "d' 'd' "d (FT) TYPE 'd' 'd' 'd' 'd' (FT) TYPE 'd' 'd "d 'd' 35 37 (0) IIN M) lin) 6 M) (in) (In) (In) (in) (in) (In) (in) 30 5 514" A 16.51 F 30 30 30 31 1915" F 32 32 33 35 24'-0" F 34 34 35 38 D 6.5 6-2" A 1515 F 3131 33 31 31 19-T F 33 33 33 35 27-• G 35 35 35 37 0' 6 4'9'A 9' A 14'-r F 31 31 31 31 1T-10' F 33 33 33 34 27-r G 36 36 36 37 Ne 6.5 4'4" A 13'-1D" F 31 31 31 31 1T-1' F 34 34 34 34 21'-11' G 36 36 38 37 4' 7 4'-1" A 13'-T F 32 32 32 32 164" F 34 34 34 34 21'5" G 37 37 37 37 7.5 3'9' A 17-r F 32 32 32 32 165' F 34 34 34 34 20'-11' O 38 36 38 38 8 3'51 A 17-1" F 32 32 32 32 15'-r F 35 35 35 35 2015" G 38 38 38 38 8.5 3'4" A 11'-7- F 32 32 32 32 14'41 F 35 35 35 35 20-1" G 39 39 39 39 9 3' -TA 1 A 11'-1" F 32 32 32 32 14=T F 35 35 35 35 19'4" O 39 39 39 39 9.5 31-0" A 1175" F 33 33 33 33 IT -8" G 35 35 35 35 19-0' O 40 40 40 40 10 7-10" A 10'4" F 33 33 33 33 13'-W G 36 36 36 36 19'-0' G 40 40 40 40 10.5 75• A 101-W F 33 33 33 33 17 -it' G 36 36 36 36 164' G 41 41 41 41 30 5 514" A 14'-11" F 33 33 33 33 16-21 F 35 35 35 37 22'4" 0 38 38 38 40 D 5.5 6-2' A 14'-0" F 33 33 33 33 1T-' F 36 36 36 37 27-1" G 39 38 39 40 0' 6 4'9' A 13'-1 F 34 34 34 34 18'5' F 38 36 36 37 21'5" G 40 40 40 40 Ne 6.5 4'4' A 174P F 34 34 34 34 164' F 37 37 37 37 20'-10' G 40 40 40 40 4' 7 4'-1' A 11'-11" F 34 34 34 34 15'-0" F 37 37 37 37 217.4" G 41 41 41 41 7.5 Y-9* A 1114" F 34 34 34 34 14'S' F 37 37 37 37 IV -11" G 42 42 42 42 8 3'S" A 117-10' F 35 35 35 35 17.11" G 38 38 38 38 19'5`1 G 42 42 42 42 8.5 3'4• A 117.5" F 35 35 35 35 13'S' G 38 38 38 38 19'-1' G 43 43 43 43 9 1 3'-T 1 A I 10'-0" I F 1 35 1 35 1 35 1 35 11 1741' 1 G 1 38 1 38 1 38 1 38 11 18'4" 1 O 1 43 1 43 1 43 1 43 OVER- Post Description Post Description Max POST Detail Hgt Code TABLE B3 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 9 A Ac 0.042'X3"x8" Aluminum Post 10' HANG N3o 0.024")0)OPost with Side let 11' B PROJECTION OF SINGLE SPAN STUCTURES (FT) Clover 0.030k3")XAlum 11' C N11.AH Clover 0.040"x3'50 Alum 11' D (FT) 6 7' e' 9' 117 11' 17 13' 14' 15' IF 17" 18' 19' 20' 21' 27 0' 3' 3.5' 4' 4.6 6 5.6 6 6.5' 7' 7.6 6 8.5' 0' 9.6 10' 10.5' 11' 1' 3.5' 4' 4.6 6 5.6 6 6.5' T 7.6 8' 8.5' 9' 9.6 117 10.5' 11' 11.6 7 nra n/a Na Ne We 6.6 T 7.5' 8' 8.6 17 9.5' 117 10.5' 11' 11.6' 17 3' We Na Na Na Na Na Na Ne Na Na 9.5' 10' 10.5' 11' 11.6' 12' 12.6' 4' Na Na Na Ne Na nla Ne Na Ne Na Ne Na Na n/a Ne 12.6' 13' TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Post Description Max POST Detail Hgt Code Twin 0.060)1.5"x1.5" Scroll 9 A Ac 0.042'X3"x8" Aluminum Post 10' B N3o 0.024")0)OPost with Side let 11' B N16. BK Clover 0.030k3")XAlum 11' C N11.AH Clover 0.040"x3'50 Alum 11' D N11. AH Colonial 0.062" Extruded 12' E AE 0.041'x3"x3" Steel Clover 11' F N11, AH 0.041'k3"x3" Steel Clover 8' F N11AH 3/16"x31x3" Steel S uare 15' 15' NITAG 3/16"x3")3"Steel S uare 17Nn, EGG AG 3/76"x4k4" Steel Square 15' N77, AG3/16"x5'k5"Steel Square 15' N77, AG TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Stru res Post Description Maximum Fooling MaxOS Heigh Cod Detail f1 0.041'X (Y Steel Clover d 20" 1 91 1 B 0.041"x3'KJ' Steel Clover d= 21" 8 B i 11 3/16"x2"")0 Steel Square d= 29" 14' E AG 3/16"x3'k3" Steel Square d= 32" 8' f N17 AG 3/16"x4'k4" Steel Square d= 35" 14' F N17 AG 3/16")4"x4" Steel Square d= 38" 9 F N17, AG 3/16"x5'k5" Steel Square d= 41" 15' GN17, AG 3/16".6"x6" Steel S uare d= 46" 15' 1 1 N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR 9 OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (N7 -N35 orA-BM) Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcastnel SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR1398 (2012 IBC) 9/29/2013 Page 43 of 66 C, 8 3 Ey�.6 6/2017 sTq�OFCAUF���\� SEP 28 2015 OCT 02 2013 USE OF FOAM CORE SANDWICH PANELS WILL REQUIRE THE USE OF A REGISTERED DESIGN PROFESSI❑NAL TO COMPLY WITH EXISTING ICC ESR FOAM CORE SANDWICH PANEL W/ CURRENT ICC ESR ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ . . ♦ . ♦ . ♦ . f f ♦ ♦ ♦ ♦ ♦ • ♦ . ♦ ♦ ♦ ♦ ♦ ♦ . ♦ ♦ . ♦ ♦ • ♦ ♦ ♦♦ ♦ • ♦ ♦ ♦ . • • . . • • • • ♦ ♦ ♦ • ♦ • ♦ ♦ • . ♦ ♦ ♦ . . ♦ . . ♦ . . • • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • • ♦ . ♦ ♦ • ♦ ♦ • • • . . . ♦ . ♦ ♦ ♦ . ♦ . • ♦ ♦ ♦ ♦ . ♦ ♦ ♦ ♦ . ♦ • ♦ . . ♦ ♦ ♦ . ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ . • ♦�. ........... ........... • . ♦ ♦ . • . ♦ . ♦ • • . . ♦ • ♦ . • . ♦ • ♦ ♦ ! ♦ ♦ ♦ ♦ f ♦ ♦ ♦ . . f • . ♦ • f .. ....... .........♦ ♦ ♦ . • . . ♦ ♦ . . ♦ • ♦ . . ....... .......... ........... ........♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ . ♦ ♦ ♦ ♦ ♦ ♦ ♦ • • . ♦ . . ........... ........... ..♦....♦.•♦ ..........• . .. ................... Header 1 METAL SKIN-' N1 SANDWICH PANEL TO HEADER C❑NNECTI❑N ICC ESR1398 (2012 IBC) 9/29/2013 2'x6' ALUM FLAT PANEL N2 t=0.018° 30041-136 t>0.018' 30041-134 '92 0.875 R0.125 R0.125 R0.153 R0.250 0.295 r 2.000 1.958 0.363 f -- 0.525 — I 1.060 f -- 6.000 #8x1/2' SMS @ 3' O/C ATTACH TO TDP OF HEADERS PER TABLE 4.9 OR 4.10 2.5'x6' ALUM FLAT PANEL t=0.018' 30041-136 N3 t>0.018' 30041-134 R= 0.2" 0.95" 0.92"— ,,,R=.125" R=.125" 5" R= 0.15" 3.0" .167" Tr, #8x1/2' J 1sT" SMS @ TYP. 3' O/C 6.00" — ATTACH TO TDP OF HEADERS, PER TABLE 4.9 OR 4.10 1 1.500 1 L62� ' I 125" 1.62s L #10 SMS @ 6' O/C FASCIA CAN BE ROLLED FOR 3 DIFFERENT PANEL HEIGHTS FOR 2', 2.5' AND 3.5' PANEL HEIGHTS 0.316-' 0.75 1.625 SIDE FASCIA IS 1.625 2.00 NOMINAL .018" IN THICKNESS. �-- 3.00 --{ N 4 6 1/2" ROLLFORMED HEADER (3004-1-134 ALUM. ALLOY) FOUR #14 SD SCREWS EACH SIDE FOR FOOTINGS UP TO d=26" 2' x 6.5' Rafter FASCIA FROM Ni, N2, N4 OR N10 ,� L L 'IL "X 6 1 /2" �� POS" SIDEPLATES #10 SMS @ 6' O/C �I ,r ALUM. FOOTING Structural Panel 'IBRACKET I' OR J'0 GALVANIZED OR �f STAINLESS STEEL HILTI SEE TABLE 4.9 OR 4.10 9 X m ;tea a< KWIK BOLT TZ ANCHOR (ICC ESR 1917) W/ 2' EMBED AND �S� " 1. 0 WASHER OR EQUIVALENT ti9 SEE NOTE 4" SLAB OR FOOTING SEE DETAIL BM AT RIGHT Rnfter Talls SS90 0.042' x 3' x 8' Header -PU N8 BRACKET FOR CONNECTING POST TO SLAB OR FOOTING (6063—T6 ALUM ALLOY) N J m SINGLE SPAN ATTACHED UNITS ONLY R,��S�O NrJ NEWPORT FASCIA Pos Q DETAIL * 15 * 10 6�1 3C. �����. tt t 28921 US Hwy 74 E X T E R I O R H 0 P p o 0 u Romoland, CA 92585 P. /30120f17 �CAUFp��� M E c T s * owe mms: sT civic OCT 02 2013 BEYew /CP ""°EComponen TFOFCAL�Fp NTS Parts & Connec ion De ai s Page 44 of 88 Engineer's Stamp for Newport Patio Structures DATE SEP 28' 1 NP01-2012 1 of 4 2.5' COVER PANEL 4.656 1.000 0,0750 �— 4.043— -3- #10 .043- 3'#10 SMS @ 6' ❑/C 0.28 --� 3' I. I-�- 0.37 2.000 /,� N10 CALIFORNIA FASCIA (ALUM 6063 T6) t= 0.030' ALUM = 0.040' ALUM = 0.041' STEEL NOTE: POSTS MAY BE TRIMMED w/FLEX ALUM. FACING. 3" ALTERNATE POST N 1 1 (3105-1-125 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 3' x 3' METAL POST 7SEE GENERAL NOTE 19 ts1Ett " 33 F �r 1s wsa• vmE EIGHT #14 SMS _ \-/ B 2M LEDGER BOAR° Owes Rr) TWO 3/8' X5' LAG DETAIL N8 ALUM SEE GUISM NOTE /23 SCREW W/ 1'0 STEEL O PANEL NAN°Ex /14xW xc.eNx WASHER ONE ON THESE DETAILS ARE LIMITED T❑ /14x3.5• EACH SIDE OF POST 00 150 Mph EXPOSURE B AND 120 Mph Tap MOUNT G i Exp C FOR 10 PSF L is AND 150 MPH EXP C FOR 20 PSF DOUGLAS FIR Fez FASTet1ERA�MZ's 1' MIN GAP -Ire LUMBER FLOOR BETWEEN N 12 J❑IST OR HEADER LEDGER AND RO F TO ALLOW DRAINAGE ATTACHED STRUCTURE POST TOP MOUNT BRACKET TO DECK FLOOR JOIST 3.00" N 14 0.024" OR 0.040" TYP. 3' ALUM SQUARE POST 3.00" t =0.024' 3004H34I R=.093 t =0.040' 3105H26 ICC ESR1398 (2012 IBC) 9/29/2013 ASTM A500 GRADE B STEEL POST N17 SEE GENERAL NOTE #9 FOR C❑RR❑SI❑N PR❑TECTI❑N Page 45 of 66 I— 2--1 2' 0.024" 0.024" 6 5/8' 0.024" 3' 3' SQUARE COLUMN (3004-H34 ALUM ALLOY) N 1 6 2' X6.5' SIDEPLATES (3004-1-134 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL #14X1.5" SCREWS 6 PLACES _ EXISTING EAVE OF WOOD FRAMING 0.125"x1.5"x1.5 STEEL (Fy = 33 KSI) BRACKET. 1" SPACING BETWEEN SCREWS 2x OF LEDGER BOARD J SIDE MOUNT BRACKET EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL N21 Live TOP `— SEE TABLE 4.10 MAX "L" FOR TOP Load Wind Speed 7,75' 16" o/c 24"o/c ENCLOSED IN and Exposure 10 DETAIL N30 21'-3" 14•-2•' TYPICAL 19'-7" 13'-1" 12 (t= 0.105') or 15'-r' 10'-4" 16 Go. (t= 0.059') 13'-7" 9'-1.' Romoland, CA 92585 1 15'-7" 10'4.1 HOME PRODUCTS 0.88775" TYP. 14'-3" 9--7-- '-7"20 20 I N9 STEEL "C"- CHANNEL HEADER 9'-10" 6--7-- 'a" (STEEL A-653 Fy=50 KSI) 4.656 1.000 0,0750 �— 4.043— -3- #10 .043- 3'#10 SMS @ 6' ❑/C 0.28 --� 3' I. I-�- 0.37 2.000 /,� N10 CALIFORNIA FASCIA (ALUM 6063 T6) t= 0.030' ALUM = 0.040' ALUM = 0.041' STEEL NOTE: POSTS MAY BE TRIMMED w/FLEX ALUM. FACING. 3" ALTERNATE POST N 1 1 (3105-1-125 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 3' x 3' METAL POST 7SEE GENERAL NOTE 19 ts1Ett " 33 F �r 1s wsa• vmE EIGHT #14 SMS _ \-/ B 2M LEDGER BOAR° Owes Rr) TWO 3/8' X5' LAG DETAIL N8 ALUM SEE GUISM NOTE /23 SCREW W/ 1'0 STEEL O PANEL NAN°Ex /14xW xc.eNx WASHER ONE ON THESE DETAILS ARE LIMITED T❑ /14x3.5• EACH SIDE OF POST 00 150 Mph EXPOSURE B AND 120 Mph Tap MOUNT G i Exp C FOR 10 PSF L is AND 150 MPH EXP C FOR 20 PSF DOUGLAS FIR Fez FASTet1ERA�MZ's 1' MIN GAP -Ire LUMBER FLOOR BETWEEN N 12 J❑IST OR HEADER LEDGER AND RO F TO ALLOW DRAINAGE ATTACHED STRUCTURE POST TOP MOUNT BRACKET TO DECK FLOOR JOIST 3.00" N 14 0.024" OR 0.040" TYP. 3' ALUM SQUARE POST 3.00" t =0.024' 3004H34I R=.093 t =0.040' 3105H26 ICC ESR1398 (2012 IBC) 9/29/2013 ASTM A500 GRADE B STEEL POST N17 SEE GENERAL NOTE #9 FOR C❑RR❑SI❑N PR❑TECTI❑N Page 45 of 66 I— 2--1 2' 0.024" 0.024" 6 5/8' 0.024" 3' 3' SQUARE COLUMN (3004-H34 ALUM ALLOY) N 1 6 2' X6.5' SIDEPLATES (3004-1-134 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL #14X1.5" SCREWS 6 PLACES _ EXISTING EAVE OF WOOD FRAMING 0.125"x1.5"x1.5 STEEL (Fy = 33 KSI) BRACKET. 1" SPACING BETWEEN SCREWS 2x OF LEDGER BOARD J SIDE MOUNT BRACKET EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL N21 Live TOP MAX "L" FOR TOP Load Wind Speed OR SIDE MOUNT 16" o/c 24"o/c (psf) and Exposure 10 110 mph Exp B 21'-3" 14•-2•' 115 mph Exp B 19'-7" 13'-1" 130 mph Exp B 15'-r' 10'-4" I M 140 mph Exp B 13'-7" 9'-1.' Romoland, CA 92585 110 mph Exp C 15'-7" 10'4.1 HOME PRODUCTS 115 mph Exp C 14'-3" 9--7-- '-7"20 20 130 mph Exp C 11'-4" 7'-7" NTS 140 mph Exp C 9'-10" 6--7-- 'a" T❑P MOUNT BRACKET NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR C❑RROSI❑N PROTECTION 1.5' �0.125' rT STRUCTURAL PANEL 6 ALTERNATIVE EAVE ATTACHMENT ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND PERMANENTLY SEALS -- SEP 28 201 I PU 1 . 2wp P,t�130 017 m I � ' I M 2 S Hwy 74 CtV.��P Romoland, CA 92585 EXTERIOR HOME PRODUCTS OCT 02 2013 ORAWN BY: BEJ/CP TYPE: NTS NAME Componen Parts & Connec ion De ails for Newport Patio Structures Engineer's Stamp °ATE " NP02-2012 2 of 4 20 GA ASTM A653 GRADE 33 STEEL BRACKET FOUR #8 SCREWS INTO RAFTER AND 2X FASCIA ONE PER RAFTER ROOF COVERING IS MAX 0 3 PSF. HEAVIER ROOF O RAFTER COVERING SHALL REQUIRE ADDITIONAL ENGINEERING DETAIL "A" ANALYSIS 2X DF WOOD 2"x WOOD FRAMING FASCIA DOUGLAS FIR -LARCH (NORTH) SEE DETAIL #2 OR BTR A' 0 RIGH1 AGER 1 CHIRAL N21 �Z�E:7 SEE TABLFASTENER OVERHANG SEE ALTERNATE EAVE SEEE GENERAL NOTE #23 SCHmuLE 0 RIGHT ATTACHMENT 010 SMS 0 6' o/c L 6.50' 6' OR 12' WIDE STRUCTURAL PANBS 0 tl36" ROU.FORND)0A40'X3'X3'. UP HEADER ,N4. ALUM POST 2- 5 LlvorSnow Load Imo -3.00'-- MAX DISTANCE TO FIRST ROW OF POSTS "L"_ Solid Cover Wind SIZE EAVE OVERHANG (24' O! N23 ROLLFORMED HEADER 'N4' CONN. 10 Pd DETAILS TO STRUCTURAL PANELS 1s4 #14 x 2" SMS r-1' 0.5' MI TABLE 7.5 010 SMS 0 FOLLOW- FSEE FOR SPACING ING SPG, 1s4181.0 6' O.C. FOR 6' PANELS - t2" O.C. FOR 12" PANELS 184 1.50" 164 1s4 18'4• 10pd MAX LOADS 1r4' " r-1' 10 PSF 140 MPH EXP C /A--?R�AILI-SEE 1 Ir4 1r4 N26 30 PSF 140 MPH EXP B lo tr4 225• 20 PSF 135 MPH EXP C 2x8 t=.06 OR 25 PSF 130 MPH EXP C DETAIL 'J' TYp, 2.50" 30 PSF 120 MPH EXP C 10 Pd L 164 164' 0.30"• -� EXTRUDED HANGER �" (6063-T6 ALUM. ALLOY) 3'4' 1.50"—"1I 2.6 ICC ESR1398 (2012 IBC) 9/29/2013 2- 5 LlvorSnow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L"_ Solid Cover Wind SIZE EAVE OVERHANG (24' O! 6' 12" 18' 24' 30* 10 Pd 2x4 164 1s4 174 r-1' s$ 115 MPH E)(P B 2x6 18'4 1s4181.0 18'4 1r-1• 2x8 184 164 164 1s4 18'4• 10pd 2,4 1r4' 11"-a174 r-1' Y -r 116 MPH ExP C 2x8 Ir4 1r4 1r4 1r4' tr4 2x8 1r4 1r4 174• 1r4 1740 10 Pd 2x4 164 164' 12'4'r -I" 3'4' 140 MPH EXP C 2.6 16.4 164 16'4' 161-a 16'4' 2x8 164 164 164 164• 164 20 PA 2x4 164 101.3' 5110* 3.4• 11.3' 140 MPH EXP C 2.6 16'4 164 164 11.4' s4' 2x8 1614 iso 164 iso 1s4 7'5pd 2 x4 164 11'-3' 64' 3'41• 1'4' 140 MPH E1P C 2x6 16.4 164 164 17.10* 9•4• 2.8 164 iso 164 1614 164 30 Pd 2x4 164 s-7 51-1' I.S. r4 140 MPH EXP C 2x8 15'4 164 164 1014' r-1' 2x8. 15'4 164 1614 1614 14.4' 40 pd2x4 14'4 s -T 3•-0• r4• 014 2:8 14'4 14'4 11'4 T,2' 4•-r 2x 8 14'4 14.4 14'4 14'4 101.31 60 Pd 214 7-10' 414' 1'-7- 0,2' 04' 2x6 12.4 1114' s4' 4.4 7-1' 2x8 174 174 174 614' s-10• DD118LE 044210(8' DR 0440'%2'X6625' HEADERS 4' 3"X 8" ALUM. HEAD 27X 6 1/2'X .024" ALUM. SIDEPLATE N2 3" x 8" HEADER CONNECTION 4— #14 SMS EACH SIDE 3" x 8" ALUM. HEADER 4— #14 SMS EACH SIDE 24" 0/C WITH SIDEPLATES ® 1 0•040'X3'x3' OUBLE 2"x 6.5" or 3"x 8" ' 1/2 - X14 SMS ALUM POST HEADERS IN PLACE OF EACH SIDE 3"X 8" HEADER WITH ® S 2"X 6 1/2" ALUM. 24' O/C POST & SIDEPLATES SIDEPLA TYP 3"X 3" POST WITH SIDEPLATE S END VIEW DOUBLE ALUM 2"X 1 12° 24 HEADER CONNECTI❑N ALUM.. RAFTEFrE R ® 16" OR 24" DOUBLE 2'X6.625' HEADERS (DETAIL N31) O.C. N25 DOUBLE 3'X8' HEADER (DETAIL N30) OR #10 SMS FOLLOWING SPACING 6' O/C FOR 6' PANELS 12' O/C FOR 12' PANEL .UCTURAL PANEL ROLLFORMED HANGER N27 (3004-H34 ALUM. ALLOY) Page 46 of 66 *. i civv t>M�1-W7D CAL1F OCT 02 2013 Engineers Stamp 12--1 .50^ — 8080�" 2.75' 1.0'1 .078'1 1.0'r x-25 #14 x 3/4' SMS F-2.01 6063T5 ALUMINUM BRACKET �vvW ZOPCAL1F0 SEP 28 2015 HANGER 2'X 6 1/2" ALUM. FASCIA WP N28 ALTERNATE -DECORATIVE FASCIA TRIM IcAmenmax 28921 USHWY74 I EXT 6A110R N 0 M 6 PA00UC15 Romoland,CA 92585 NTS 2012 3of4 2x wood studs OF SEE SHEET M8 FOR Lattice or or BTR X16" O/C STEEL POST SLAB REQUIREMENTS Solid Panels /- FOR CONSTRAINED 0.042"x3"x8" ATTACH PANELS / FOOTINGS r Alun. Bracket HEADER PER DETAILS Q P v DETAIL L9 (0.0601) AZ, BD OR BG D 3" �{ 2" Lattice or solidPanelscl "7(0.060') Alum. Bracket 8 SMS 1/4 " LAG B I SCREW OR 'Q #14 SCREW PER 2.5" MIN TABLE 7.5 "0.024' 3' x 8' Header #1 8' Header #2 "ANC4". „p0 3 D d' � °O 0.032' or % 0.040' �n (0.042'>2') Ir xe Plate 9" #14 SMS-/ i #14 SM lY Q 3' x 8' Header #1 CONCRETE FOOTING d N30 , N31 , / I 3"x3" POST I I I (0.042'- I I 3"x3" Posr CONTINUOUS 2x DF WOOD LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105 AT SPLICE 3/8' x 9' STEEL REBAR EMBEDDED AT 'B' HEADER RAFTER & SIDEPLATES (3004-H34 ALUM. ALLOY) I I I 2x6.5" SIDEPLATE I Tt LOCATION) COVER W/ 0.019" ALUMINUM d < 33' B = 9' (3004-H34 ALUM. ALLOY) d < 38' B = 12' d < 46' B = 18' N32 ALTERNATIVE SPLICE FOR ATTACHED UNITS Nes FREESTANDING OR ATTACHED N34 LEDGER BOARD ATTACHMENT POST/FOOTING CONNECTION Seal with permanently flexible SIX 1/4' LAG SCREWS OR #14 SCREWS & waterproof sealant W/2.5' OF PENETRATION INTO WALL STUD) SEE GENERAL NOTE 023 CONTINUOUS 2'x DF LEDGER BOARD OR PROVIDE SIMPSON DF 2' x 4' STRONG TIE MSTA36 (ICC ESR Worm DOUG FIR 2105) AT SPLICE L❑CATION STUD WOOD STUD 1.00'min, COVER W/ 0.019' ALUMINUM SS�ONAL 1/4' Lag Screw 3' X 8' ALUM T RAFTER BRACKET _ r KN DETAIL L7 C68 3 ATTACH PATIO COVER 1 a _ 3'X8' ALUM p, 12 '17/1 3.5' MIN AS PER N26 OR N27 HEADER i f Completely Seal with S CI �P I, permanently flexible & N36 k waterproof sealant ESSIO� PCAt1 0��0f SEP 28 2015 2.5' MIN PENETRATION J 1.00'min, 2.5' MIN Gym INTO WOOD FRAMING 1 #14 SELF -DRILLING SCREW U � 8 Synthetic Stucco or other non-structural covering (1' max. thick) POST ALTERNATIVE FOR SLAB ATTACHMENT Z Amerimax-Sh eathing MAX WIND L❑AD IS 150 MPH EXP B AND * , II,1 28921 US Hwy 74 STUCCO ATTACHMENT DETAIL W/ 130 MPH EXPOSURE C el��Q __ EXTERIOR HOME- P R O O U C T S Romoland, CA 92585 SEE ALLOWABLE DISTANCE TO FIRST N33 CAL1 B, ROW OF POSTS IN TABLE 7.7 LEDGER BOARD BEJ/CP OCT 02 2013 'Component Pas & Connection Details- e ailsICC NTS for Newport Patio Structures ICCESR1398 2012 IBC 9/29/2013 ( ) Page 47 9 of 66 Engineer's Stamp ��: Fl � �� NP04-2012 4 of 4 R= 2- 0.875 95" 0.250-+ 0.92° R0.153 +0.350 R=.125° 0.5" L-RO.125 0.295 R= 0.15° 2.50 3.0" 167° SEE DETAILD .167" SEE DETAIL B' Typ 6.00° q� 2.5'x6' SUPER SIX PANEL t = 0.018' 3004H36 2'x6' FLAT PANEL t >0.018' 3004H34 t = 0.018' 3004H36 ALUMINUM R=.125° 876"" I a.561"OUTSIDE--�{ INSIDE 1450"1.903" 450" -7- .216" TYP. 5 T I T •18' " 2.464" T 1.654" 1.714" 876" I SEE DETAIL D 5 1/2 I 42• TYP. 55 1 7 60° 1.137" 12.00$" 1.137" ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4,9 OR 4.10 OR ATTACH PER STRUCTURAL FASCIA DETAILS 2.5°X12° MARK X ALUMINUM PANEL © 0.018'-0.032' 3004 H36 0.036" 3004 H34 125 18° 5" SIX #14 SDS ON EACH SIDE OF SPLICE B 0 0 0 CENTERLINE 6.50" I 5.5" 0 0 -E 5" 4" 4° .5' SPLICE UNE =TAIL B 9' 9' 3 - #14 SMS ON EACH SIDE OF SPLICE OF ROLLFORMED HEADER SPLICE (3004-H34 ALUM Y) RDLLFDRMED HEADER DETAIL E ��SS`ONAL E G/ 2Qo GQ� lJ t= 0.036" ROLL FORMED 6 1 Z= 0.20 HEADER SPUCE, TIGHT FIT INSIDE OF HEADER, * XP !3 1 9" EA .H SIDE OF i IC 3 #14 , S C10- P R OF EACo E I A41F0 g 3 t SEP 28 2015 * 015 Page 48 of 66 C.1 f CAL1F0� OCT 02 2013 Engineers Stamp --1.500 1.625 0.750 #10 SCREWS @ 6' 0/C 1.625 L 0,125 6.500 2.500 2.00 1.625 5°� 0.316 0.718 1.625 2,000 0,036 3.00 QE 6 1/2" ROLLFORMED FASCIA 3004H34 ALLOY �641#10 SMS @ 6' ❑/C 0.0750 4.656 1.000 SEE TABLE -1 4.9 OR 4.10 2.000 �-- 4.043 © CALIFORNIA FASCIA (6063-T6 ALUM. ALLOY) �Amenmax 28921 US Hwy 74 E X T E R I'o'a HO M E p R o o u c T s Romoland, CA 92585 BEJ/CP NTS Component Parts & Connection Details o CD01-2012 �� 1 of 9 0.875 0.250-+ R0.153 +0.350 L-RO.125 0.295 2.000 0,363 1 [--0.525 1.060 F� SEE DETAIL D 6.000 2'x6' FLAT PANEL t = 0.018' 3004H36 ALUMINUM t > 0.018' 3004H34 ALUMINUM #8x3' SHEET METAL SCREWS @ 3' ❑/C IK"E 0.060" R= 0.08" OUTSIDE--. MO. 3. 00" R= 0.10" 0.125" 3.090 TYP. R= 0.25" 0.72" 1.750 TYP 2.06 1.03 Im 5 .3- SEE .1 50" DETAIL B 6.00" 6.00 12.00 3.5'x12' 'W' PANEL Ot = 0,018' 30041-136 ALUMINUM t > 0.018' 3004H34 ALUMINUM ICC ESR1398 (2012 IBC) 9/29/2013 876"" I a.561"OUTSIDE--�{ INSIDE 1450"1.903" 450" -7- .216" TYP. 5 T I T •18' " 2.464" T 1.654" 1.714" 876" I SEE DETAIL D 5 1/2 I 42• TYP. 55 1 7 60° 1.137" 12.00$" 1.137" ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4,9 OR 4.10 OR ATTACH PER STRUCTURAL FASCIA DETAILS 2.5°X12° MARK X ALUMINUM PANEL © 0.018'-0.032' 3004 H36 0.036" 3004 H34 125 18° 5" SIX #14 SDS ON EACH SIDE OF SPLICE B 0 0 0 CENTERLINE 6.50" I 5.5" 0 0 -E 5" 4" 4° .5' SPLICE UNE =TAIL B 9' 9' 3 - #14 SMS ON EACH SIDE OF SPLICE OF ROLLFORMED HEADER SPLICE (3004-H34 ALUM Y) RDLLFDRMED HEADER DETAIL E ��SS`ONAL E G/ 2Qo GQ� lJ t= 0.036" ROLL FORMED 6 1 Z= 0.20 HEADER SPUCE, TIGHT FIT INSIDE OF HEADER, * XP !3 1 9" EA .H SIDE OF i IC 3 #14 , S C10- P R OF EACo E I A41F0 g 3 t SEP 28 2015 * 015 Page 48 of 66 C.1 f CAL1F0� OCT 02 2013 Engineers Stamp --1.500 1.625 0.750 #10 SCREWS @ 6' 0/C 1.625 L 0,125 6.500 2.500 2.00 1.625 5°� 0.316 0.718 1.625 2,000 0,036 3.00 QE 6 1/2" ROLLFORMED FASCIA 3004H34 ALLOY �641#10 SMS @ 6' ❑/C 0.0750 4.656 1.000 SEE TABLE -1 4.9 OR 4.10 2.000 �-- 4.043 © CALIFORNIA FASCIA (6063-T6 ALUM. ALLOY) �Amenmax 28921 US Hwy 74 E X T E R I'o'a HO M E p R o o u c T s Romoland, CA 92585 BEJ/CP NTS Component Parts & Connection Details o CD01-2012 �� 1 of 9 0.67' 0.09' #10 SMS '@ 6' ❑/C 0.38' �—STABILIZER CUP 0.54' #10 SMS @ 6' ❑/C 5.75' \ 0.63' f----- 4.00' .115 GAUGE TYPICAL 0.50' 2.17' 2.31' OH CLASSIC FASCIA W/ STABLIZER CLIP (6061—T6 Alum. Alloy) 750" #10 SMS @ 375" 6' ❑/C .29111- 29+ " #10 SMS @ 6' ❑/C 1.0" 5.406"` Cx— - STRUCTURAL PAN L 079" .079" 2.725" 109" �---- 4.00" OK ALASKAN HEADER (6105-T5 ALUM. ALLOY) ICC ESR1398 (2012 IBC) 9/29/2013 NOTE: HEADER SPLICE MUST BE LOCATED WITHIN 12" OF A POST. 0.15" EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER 0.15" TYP. 5.406" 8 — #14 SMS 1—c-".250" R. �— 4.00" 8 — #14 T 4" + + -.5"1— 10" _45" .5�----- 10" __45. 24" OI ALASKAN HEADER SPLICE (6063-T5 ALUM. ALLOY) 0.215 2.750 900" #10 SMS @ 0.375t 0.057 6' ❑/C -T i. .375" STABILIZER CLIP- 2.965 o SEE DETAIL V. OSTABILIZER CUP FOR EXTRUDED HEADERS 'H' & 'L' 0 O (6063—T6 ALUM. ALLOY) cV #10 SMS @ 6' ❑/C " STRUCTURAL PANEL 062" 0.062" Al PFN / Q VP I P 1681N 001 9 t-3.00" O 5 1/2' EXTRUDED HEAD (6105-T5 ALUM. ALLOY) Page 49 of 66 SEP 28 2015 1/2 0.08" EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER. TYP. 16' SPLICE DETAIL ON 5 J' EXTRUDED HEADER SPLICE 6063T5 ALUMIMUM ALLOY /2" 6 2151' ,t �meremaX j__l 28921 US Hwy 74 QI EXTERIOR HOME PRODUCTS Romoland,CA92585 CAIIFQ� ownnre OCT 02 2013 BEJ/CP NTS Component Parts & Connection Details Engineer's Stamp Uw f.CD02-2012 2 of 9 j 062" SEE DETAIL 'BB' R=.375" FOR EXTRUDED HANGER W/ A—RAIL 1 187„ 0.11 " 0.192 O A -RAIL T(6063—T6 ALUM. ALLOY) 0.215 2.750 900" #10 SMS @ 0.375t 0.057 6' ❑/C -T i. .375" STABILIZER CLIP- 2.965 o SEE DETAIL V. OSTABILIZER CUP FOR EXTRUDED HEADERS 'H' & 'L' 0 O (6063—T6 ALUM. ALLOY) cV #10 SMS @ 6' ❑/C " STRUCTURAL PANEL 062" 0.062" Al PFN / Q VP I P 1681N 001 9 t-3.00" O 5 1/2' EXTRUDED HEAD (6105-T5 ALUM. ALLOY) Page 49 of 66 SEP 28 2015 1/2 0.08" EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER. TYP. 16' SPLICE DETAIL ON 5 J' EXTRUDED HEADER SPLICE 6063T5 ALUMIMUM ALLOY /2" 6 2151' ,t �meremaX j__l 28921 US Hwy 74 QI EXTERIOR HOME PRODUCTS Romoland,CA92585 CAIIFQ� ownnre OCT 02 2013 BEJ/CP NTS Component Parts & Connection Details Engineer's Stamp Uw f.CD02-2012 2 of 9 II 8—#14 FOAM CORE SANDWICH PANEL WITH CURRENT ICC ESR I ,i II -4�++ T J73-5.49 j .300-1 110 R. ++ 4" I ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ I ♦ ♦ • • ♦ ♦ • • ♦ ♦ ♦ I� 7 •'.'♦+,'♦'•+♦+♦+♦'♦♦♦♦'•'•♦♦'•'♦'♦'♦'•'♦'♦' 11 ASO R. TYP, II + , , , , , , , , , , , , USE ❑F FOAM C❑RE SANDWICH II II 4.4500^ •5" ' '' ' ' ' ' ' ' ' ' ' ' PANELS WILL REQUIRE A REGISTERED I II " ...♦,.....♦ I .........♦....,.♦.,+., II II 2.00 .5" 10 .5 10- 5- DESIGN PROFESSI❑NAL T❑ COMPLY�+++`+`+`++`+`+`+' • • • WITH CURRENT ICC ESR I II♦II 24" -------------- ♦♦•♦♦♦♦ . • • • • • ♦ ♦ • • ♦ ♦ ♦ 120 R. ` ' ` ` ' ' ` ' ' ' ' 3.74 OP CLASSIC ALASKAN HEADER SPLICE IF .100 THICK TYPICAL (6063 T5 ALUM. ALLOY) F METAL SKIN HEADER ICC ESR1398 (2012 IBC) 9/29/2013 O SANDWICH PANEL TO HEADER C❑NNECTI❑N 7' x 4' I BEAM HEADER (6105—T5 ALUM, ALLOY) 1.0' Page 50 of 66 2.5' STRUCTURAL PANEL I / — SEE TABLE 4.10 7.75• 16 GA (t=0.059') 3'X8' STEEL HEADER O 12 GA (t=0.105') 3'X8' STEEL HEADER ASTM A653 GRADE 50 12 GAUGE (0.105') 16 GAUGE (0.059') 3X8 WRAP REQUIRED AS PER DETAIL 0.875" TYP. SEP 28 2 ss�oNAlT Q� GP RP 81 9 �.... F. www w/fl XC .60-2015 *i'ile�'it1't� _ 28921 US Hwy 74 1 n,1VP EXTERIOR HOME PRO ovCTS Romoland,CA 92585 OCT 02 2013 "`J/` r NTS Component Parts & Connection Details Engineer's Stampanre CD03-2012 1 3 of 9 4" "I" BEAM 1/2" Bolts w/0.56' 1" Washers �Sg\ONA G/ UT 3"- -i 6» Q�O� 9rljtcF� 0.09" —t=0.09" 7.0" -0--e--$ I --�--� 0,31' 1/2' Bolts w/ 1" Washers 1 9 EXP1 20;7 v; t k I 5.0" 0' 1" 2-7" C SPLICES ONE EACH SIDE I 4.00` 2.88' 2» 4 T , �TFO OA�1F0�`�\ OF 7" "I" BEAM 36" SEP 28 20151.0" 0.12" 0.3-TI---3,00•----� 1----24„ 7" X 4" I -BEAM SPLICE (6105-T5 ALUM. ALLOY) 4"X3" I BEAM FULL STRENGTH SPLICE BOLT LAYOUT OU 7" X 4" ALUM. I -BEAM FULL STRENGTH SPLICE BOLT LAYOUT 6063—T6 ALUMINUM ALLOY -3.00" —� SEE TABLE FOUR #14 3.004.9 0.024" OR 4.10 SMS PER HEADER 0.72 �1.56� 0.72 SEE TABLE 4.10 H 0.93�- - 0.56' 3.00" ML RP37 0,72 �� 3.00 O 3" SQUARE POST DETAIL W 0.931 .56 0 28 (3004-H34 ALUM. ALLOY) �-� DETAIL AH 0.37 0,72 4.00' 0.072' 2.88• O OR AG Q�OFESSIp� p PU -� 0.17 --� f--o,ll•��` DOUBLE STEEL CLOVERLEAF HEADER t=0.041" 1 8 m ASTM A653 GRADE 40 @3g n X 3 CLOVERLEAF HEADER 0.13 I I F�--3'00'----1 " 2Q15I -* 4x" I BEAM * . 3 / L % s�-_► � rimax 28821 US Hwy 72 (A-653 F =40 KSI STEEL) Y 6063—T6 ALUM clvh�; �,�P EXTERIOR NOME PRODUCTS Romoland,CA 9 585 CA`\Q OCT 02 2013 DRON ft BEJ/CP TYPE NTS WXL. Component Parts & Connection Details ICC ESR1398 (2012 IBC) 9/29/2013 Page 51 of 66 Engineer's Stamp DAM n sNXr. CD04-2012 4 of 9 .75" FASCIA HDR. til I JIM, ilffi TYP. TWO 3/8° BOLTS 1.5° FOUR #14 SD SCREWS EACH SIDE UP TO d=26" FOOTING T .75° TWO 3/8° BOLTS W/ 1 ° DIA. x 3/32° THK. STL WASHER If 0.062'X1.5' SQ ALUM W/ DECORATIVE ALUM SCROLLS OR SOLID FILL 'r 'r ya °0 GALVANIZED STEEL HILTI KWIK BOLT TZ (ICC OEfAILTYP. AF r3l 60° ESR 1917) W/ 2' EMBED AND 1° 0 WASHER OR EQUIVALENT. POST SEE DETAIL BM FOR OPTIONS 7 3 TWO 3/8" BOLTS 29� x 0 o OTiOM CONN. CHANNEL 2.25° 4.5° 2.25° AC SCROLL POST CONNECTION TO CONCRETE SLAB OR F❑❑TING BRACKET = 6063 T6 ALUM ALLOY POST = DETAIL AF ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS 3,000' .094' I14) 4) ry.437T4) 2AD. .020" DP. X112) 8 62- 20) ." RAD(16) ® COLONIAL POSTS (3" ALUM. 6063—T6) "t" = 0.062" UNLESS OTHERWISE NOTED ICC ESR1398 (2012 IBC) 9/29/2013 SEP 28 2015 TWIN 1.5" SQ. X .062" �SS�ONAL F EXTRUDED POST Q�°° P 9 (ALUM. 6063-T6) C�8 3"X 3" 2"X 6 1/2" SIDEPLATES ALUM. FOOTING BRACKET J'0 or J' GALVANIZED OR STAINLESS HILTI KWIK BOLT TZ (ICC ESR 1917) W/ 2' EMBED AND V 0 WASHER OR EQUIVALENT ��e�o;poe e;o SEE DETAIL BM FOR OPTIONS Poe °o SLAB OR FOOTING AD ALUMINUM F❑❑TING BRACKET FOR CONNECTING TO CONCRETE SLAB OR FOOTING 6063 T6 ALUM ALLOY ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS 3'-6° A" 3'-6' 3', 4', 5' or 6' ASTM A500 GRADE B STEEL POST SEE GENERAL NOTE #9 FOR CORR❑SI❑N PROTECTION -PU OCT 02 2013 Engineer's Stamp t (IN)= 0.030, 0.040 (ALUM = 0.041 (STEEL) AH 3' ALUM OR STEEL CLOVERLEAF POST (3105 H25 OR ASTM A653 GRADE 40 STEEL) cAmenmax^ 28921 US Hwy 74 EXTERIOR HOME PROoUcTS Romoland,CA 92585 M W. True: BEJ/CP NEE wmu NTS Component Parts & Connection Details n CD05-2012 5 of 9 V POST 'A' DETAIL AD DOUGLAS FIR UTILITY EIGHT #14 SHS GRADE OR BTR 0 TWO %'X5' LAG SCREW W/ 1' WASHER, 0 0 ONE ON EACH SIDE OF POST. DOUGLAS FIR LUMBER FLOOR JOIST OR HEADER AL ATTACHED STRUCTURE POST TO FLOOR JOIST TWO 3/8" BOLT 0.091" TY r 2.25" i x.097" POST SPACING IS RESTRICTED TO THE 'ON SLAB' SPACING SHOWN IN TABLES 5.1, 5.5, 5.6, 5.7, 5.8, 6.1, 6.5, 6.6, 6.7 OR 6.8. SOLID COVERS MUST USE THESE RESTRICTIONS FOR 10 PSF SNOW/LIVE LOAD MAXIMUM WINDSPEED IS 150 MPH EXP B 120 MPH EXP C FOR 20 PSF OR GREATER SNOW/LIVE LOAD MAXIMUM WINDSPEED IS 150 MPH EXP C 3'x3' ALUMINUM OR STEEL POST (DETAIL AE OR AH) I .750" IT 1.0" IN I . 4" MIN 1.5 5" 5.5" h'O GALVANIZED STEEL HILTI KWIK BOLT TZ QCC ESR 1917) W/ 2' EMBED WITH 1'0 STEEL WASHERS MAX FOOTING SIZE IS d= 31' POST TO F❑❑TING ATTACHMENT DETAIL AP SINGLE SPAN ATTACHED UNITS ONLY ICC ESR1398 (2012 IBC) 9/29/2013 Page 53 of 66 STEEL PU F 8 +A OCT 02 2013 . Engineer's Stamp SEP 28 2015 SEE SHEET M8 FOR CONCRETE I SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS 3/8' x 9' STEEL REBAR EMBEDDED AT 'B' DEPTH d < 33' B = 9' d<38' B=12' d < 46' B = 18' d<51' B=24' CONCRETE FOOTING d FREESTANDING OR ATTACHED STRUCTURE l AQ COLUMN TO FOOTING CONNECTION DETAIL �Amerum. ax 28921 US Hwy 74 EXTERIOR ROME PROOUCTS Romoland,CA 92585 NTS Component Parts & Connection Details n CD06-2012 SHEM.6 of 9 3/8' BOLTS W/ 1.0° DIA. x 3/32' THK. STL. WASHER OR #14 SDS. SEE NOTE FOR QTY (4 FASTENERS MAX). 2.25' LO' ALL 'I' BEAMS & 'C' BEAMS .7 USE TABLE 7.3 COLUMN H FOR NUMBER OF HORIZONTAL BOLTS aosl' 3/8° BOLTS USE TABLE 7.4 COLUMN N 3' x 3' POST OR #14 SDS FOR VERTICAL BOLTS USE 7,3 COLUMN I FOR HORZONTAL #14 SDS USE TABLE 7.4, COLUMN L FOR VERTICAL #14 SDS (SDS= SELF DRILLING ALTERNATE 3" SQ. POST CONNECTOR BRACKET SCREW) (6063-T6 ALUM. ALLOY) 4 FASTENERS MAX 7' x 4' use 4 - 3/8' bolts FOUR #14 SMS EACH 4° x 3' use 4 - 3/8° bolts 0.188'%3'%3' STEEL POST OR LARGER L5' Ld 3" BOLTS 1' MIN i_�eoT. nANM SH ai 3" OALTERNATE - 1 BEAM TO POST CONECTION / 4-' J, * P.130/2jl7 d'/ C U1II. 060 9TFOFCAI W SEP 28 2015 AO ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063-T5 ALUM. ALLOY) Seal with permanently FOUR #14 SMS flexible & waterproof sealantEACH SIDE CONTINUOUS 2'x DF LEDGER BOARD OR PROVIDE SIMPSON 2' x 4' DOUG FIR STRONG TIE MSTA36 (ICC ESR WOOD STUD 1.00'min. 2105) AT SPLICE LOCATION COVER W/ 0.019' ALUMINUM �— 2.5--1 0.875' AW 7.75' 3'x8'x 12 (t=0.105') 3"X 8" BOX OR 16 ga (t=0.059') BEAM WRAP I STEEL C BEAM 3'x8' STEEL C BEAM W/ 0.042'X3'XB' ALUM WRAP ICC ESR1398 (2012 IBC) 9/29/2013 3' x 3' DEMI B-014 U POST TO HEADER CONNECTION FOR 3" X 3' STEEL HEADER "W" Page 54 of 66 1/4' BOLTS ASTM A307 SEE BELOW FOR QTY MOV O0 IO 6' 3X8 ALUM WRAP AY STEEL POST -7 DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND N❑N-SPLICE ATTACHMENT Beam Type ALUMINUM 'I' BEAM OR STEEL C' BEAM All C Beams "Cin Slab" 4 Sln le 16G Steel 3x8 4 Double 16G Steel C 1/4' Lag Screw Single/Double 9213 Steel C 8 ATTACH PATIO COVER AS PER AZ, BD OR BG ° BOLTS W/ 1'0 x z' THK STEEL 3.5' MIN Completely Seal with ' BOLTS WASHER. SEE TABLE permanently flexible & SEE TABLE 7.3 7.4 COLUMN 'N' FOR waterproof sealant COLUMN 'J' FOR QUANTITY QUANTITY. TWO MINIMUM FOR ATTACHMENT TO NON -STUCCO 4 FASTENERS FOUR MAXIMUM WALLS SEE TABLE 7.5 'ANC4' MAX 3" STEEL POST FOR ATTACHMENT THRU STUCCO SEE "t" = 0.041 " 2.5' MIN PENETRATION 1.00'min. ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 INTO WOOD FRAMING Synthetic Stucco or AT 3" STEEL POST TO HEADER CONN. BRACKET other covering (1'structurat max. thick) (6063-T6 ALUM.) Sheathing LEDGER BOARD Av ATTACHMENT DETAIL �— 2.5--1 0.875' AW 7.75' 3'x8'x 12 (t=0.105') 3"X 8" BOX OR 16 ga (t=0.059') BEAM WRAP I STEEL C BEAM 3'x8' STEEL C BEAM W/ 0.042'X3'XB' ALUM WRAP ICC ESR1398 (2012 IBC) 9/29/2013 3' x 3' DEMI B-014 U POST TO HEADER CONNECTION FOR 3" X 3' STEEL HEADER "W" Page 54 of 66 1/4' BOLTS ASTM A307 SEE BELOW FOR QTY MOV O0 IO 6' 3X8 ALUM WRAP AY STEEL POST -7 DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND N❑N-SPLICE ATTACHMENT Beam Type Req'd # of .1/4" bolts All C Beams "Cin Slab" 4 Sln le 16G Steel 3x8 4 Double 16G Steel C 5 Single/Double 9213 Steel C 8 X� 'i.ti[3j 2015 * I Amenmax 28921 US Hwy 74 . �? EXTERIOR HOME PROOUCTS Romoland,CA 92585 OCT 02 2013 Engineer's Stamp AWN or TYPE: BEJ/CP NYE: NTS Component Parts & Connection Details CD07-2012 1 7 of 9 STRUCTURAL PANEL MAX LOADS 1.625° 10 PSF 140 MPH EXP C 0.040" 30 PSF 140 MPH EXP B SEE TABLE 7.5 20 PSF 135 MPH EXP C SEE TABLE 7.5 �10 SMS � 2.5' FOLLO ING SPACING: OR 3.51 6"-O.C. FOR 6•PANELS /Al 12 O.C. FOR 12"PANELS 1.50° ROLLFORMED HANGER (3004-H34 ALUM. ALLOY) # 14 x 2" SMS SEE TABLE 7.5 #10 SMS ® FOLLOW— FOR SPACING ING SPACING: 0.5" MIN 6•,o.c. FOR 6•, PANELS �� 12 O.C. FOR 12 PANELS 1.50" A -RAI L DETAIL J 1 TYR 30 PSF 120 MPH EXP C — 1.50" BD EXTRUDED HANGER (6063—T6 ALUM. ALLOY) 2x wood studs DOUG FIR or BTR ®16" o/c ATTACH PANELS PER DETAILS AZ, BD OR BG 1/4" LAG SCREW PER TABLE 7.5 "ANC4" MIN SCREW SPACING IS 1" CONTINUOUS 2"x DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 ([CC ESR 2105) AT SPLICE LOCATION COVER W/ 0.019" ALUMINUM BF LEDGER BOARD ATTACHMENT ICC ESR1398 (2012 IBC) 9/29/2013 6.5" ® ROLLFORMED HEADER 'E' DETAILS TO STRUCTURAL #14 x 2' SCREW SEE TABLE 7.5 FOR SPACING BG 3 1/2" "G" RAIL (6063-T6 ALUM. Al Page 55 of 66 6" 0/C SEP 28 2015 ��SSIONAL F Gj Quo c,Q�` 6 1 `CIV OF.I 10 SMS ® 6" 0/C OCT 02 2013 Engineer's Stamp 0 BB 3 1/2" "J" HANGER (6063-T6 ALUM. ALLOY) 1.686" 1.500" 1 TOYP2A �__ 1.562" --� BH EXTRUDED CHANNEL CONNECTOR (6063-T6 ALUM. ALLOY) e n aX_ 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 Awn St. 1YPE BEJ/CP ME NTS EComponent Parts & Connection Details i:• Fl SHEM CD08-2012 8 of 9 MAX LOADS 10 PSF 140 MPH EXP C 2.25" 30 PSF 140 MPH EXP B ' OR 20 PSF 135 MPH EXP C 2.50" 25 PSF 130 MPH EXP C 30 PSF 120 MPH EXP C — 1.50" BD EXTRUDED HANGER (6063—T6 ALUM. ALLOY) 2x wood studs DOUG FIR or BTR ®16" o/c ATTACH PANELS PER DETAILS AZ, BD OR BG 1/4" LAG SCREW PER TABLE 7.5 "ANC4" MIN SCREW SPACING IS 1" CONTINUOUS 2"x DOUGLAS FIR LEDGER OR PROVIDE SIMPSON STRONG TIE MSTA36 ([CC ESR 2105) AT SPLICE LOCATION COVER W/ 0.019" ALUMINUM BF LEDGER BOARD ATTACHMENT ICC ESR1398 (2012 IBC) 9/29/2013 6.5" ® ROLLFORMED HEADER 'E' DETAILS TO STRUCTURAL #14 x 2' SCREW SEE TABLE 7.5 FOR SPACING BG 3 1/2" "G" RAIL (6063-T6 ALUM. Al Page 55 of 66 6" 0/C SEP 28 2015 ��SSIONAL F Gj Quo c,Q�` 6 1 `CIV OF.I 10 SMS ® 6" 0/C OCT 02 2013 Engineer's Stamp 0 BB 3 1/2" "J" HANGER (6063-T6 ALUM. ALLOY) 1.686" 1.500" 1 TOYP2A �__ 1.562" --� BH EXTRUDED CHANNEL CONNECTOR (6063-T6 ALUM. ALLOY) e n aX_ 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 Awn St. 1YPE BEJ/CP ME NTS EComponent Parts & Connection Details i:• Fl SHEM CD08-2012 8 of 9 0.21• S1EFL (fY = 33 NSD �j�( j o.t2s• e• eoxrevw� vaa ,s'1r #14X1.5" SCREWS ,s- 6 PLACE'S 1r 2X8 LEDGER BOARD WOOD EXISTING SAVE fnF) SEE GENERAL NOTE 023 ALUM 014x1.5" screws PANEL HANGER TOP MOUNT 14x3.5' screws 1/8" STEEL BRACKET L 2 x10 (FY= 33 KSI) 1• SPACING BETWEEN SCREWS SEE TABLE 7.5 1" MIN GAP SEE CROSS SECTION FOR FASTENER —BETWEEN SCHEDULE AND ROOF AND LEDGER BOARD ERAL NOTE 023 LEDGER FOR TOP MOUNT BRACKET EAVE OVERHANG AND 'L' MUST COMPLY WITH DETAIL BN ALSO SIDE MOUNT BRACKET BI ALTERNATE EAVE ATTACHMENTS 01104-H34 ALUK ALLD17 FOR BOLT25r SIZE SEE ,.-�-I DETAIL 'Bd PANEL Live — - — _ MAX "L" FOR TOP Load It OR SIDE MOUNT Wind Speed (psi) and Exposure 16" o/c 24"o/c 10 110 mph Exp B 21'-3" 14'-2'• 18'0 115 mph Exp B 19'-7" 13'-1" V4r 130 mph Exp B 15'-7" IW41 180 140 mph Exp B 13'-T' 9'4" 18'0 110 mph Exp C 15'-7" 10'41" 2x8 115 mph Exp C 14'-3" 9'-7- 20 130 mph Exp C 1114" T-7" 10 psf 140 mph Exp C 9'40" 6'-7'• ALL HOUSE PENETRATIONS MUST BE COMPLETELY AND PERMANENTLY SEALED NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR CORROSION PROTECTION 80" 2.75' 1 .1078' �i 1,.O�r 2.25 #14 x 3/4' SMS SEE DETAIL N22 NOTE• .+ .+ SEE DETAIL 'BJ' FOR INSTALLATION AND + + PROPER CONNECTIONS. BL �2.0. 1 6063T6 ALUMINUM BRACKET 20 GA ASTM A653 GRADE 33 STEEL BRACKET FOUR #8 WOOD SCREWS INTO RAFTER AND eO2X FASCIA ONE PER RAFTER ROOT COIs COVERING IS MAX 3 PSF. HEAVIER RD COVERING SHALL REQUIRE ADDITIONAL ENGINEERING O ANALYSIS RAFTER DETAIL "A" 2"x WOOD FRAMING 2X DF WOOD DOUGLAS FIR—LARCH (NORTH) . � FASCIA SEF DETAIL. 02 OR BTR A O RIGHT— �_ �FORLSEE TABLE FOR FASTENER OVERHANG SEE SCHEDULE AND SCHEDULE O RIGHT GENERAL NOTE 023 ICC ESR1398 (2012 IBC) 9/29/2013 BN ALTERNATE EAVE ATTACHMENT 3/8' BOLT W/ 3/32' WASHER AS PER TABLE 7.4 USE COLUMN M 2 BE MAXIMUM 3/8' BOLT AS PER TABLE POST C USE COLUMN H POST D&E USE COLUMN J TWO BOLTS MAXIMUM FOR #14 SMS POST C USE COLUMN G 23W POST D&E USE COLUMN I OR 290• SIX SCREWS MAXIMUM ALTERNATE POST CONN. BRACM � 3- SO. POST (DETAIL AH') BJ 3" POST CONNECTIONS FOR FASCIA HEADERS Live/Snow Load RAFTER IMAX DISTANCE TO FIRST ROW OF POSTS "L" Solid Cowr Wind SIZE EAVE OVERHANG (24" OIC) 6" 12" 18" 24" 30" 10 psf 2x4 18'0 18'0 12'-0' T-1- V4r 115 MPH EXP B 2x6 180 18'4 1810 18'0 1T-1" 2x8 194 18'0 1947 18'0 18'0 10 psf 2x4 170 1T-0' 1Y-0' 7'-1' Y -r 115 MPH EXP C 2x6 170 1T-0' 1T0 170 1T-0' 2x8 170 1T4 170 170 170 10 psf 2x4 I& -a 16'0 12'4' T-1" 3'$" 140 MPH EXP C 2x6 1610 160 16'0 16'0 160 2x8 16'0 16'0 16'4 16'0 164 20 psf 214 16'4 1a-3" 5'-10' 3'd• 1'-8" 140 MPH EXP C 2x6 190 1610 16'0 1119' 8'4• 2x8 I 16'0 16'0 1 16'4 16W 1 16'0 25 psf 2x4 16'0 111-3' 6'1' Y -W 1'9" 140 MPH EXP C 2x6 16'4 16'4 16'4 17-110' 9-1" 2X8 16'0 1610 160 16'0 16'0 30 psf 2x4 ISO 9-21 5'-11" Y$' 11-0' 140 MPH EXP C 2x6 150 160 1510 1a-4" T-1' 2X8 16.9 IT -O' IS -O' 1647 14'$• 40 psf 2x4 14'0 S -r TW 1'4" a-0" 2x6 14'0 14'4 111-0' T-2" 4'-T 2x8 I 14'4 I 14'0 1 14'4 14'0 19-3' 60 psf 2x4 .6 B` P 4'-0' 6 t1f�i6 1.r 6'9' 1 a-2' 4'-0" I O-0" Y-1" 2x8 7711 tY0 17-7 V_r S -1D - POST 11 EIGHT 14 SMS THICKNESS /� # t J' OR �'O GALVANIZED OR STAINLES: STEEL HILTI ANCHOR (ICC ESR 1917) W/ 2' EMBED AND 1°0 WASHER OR EQUIVALENT BM POST TO 4" SLAB/ F❑❑TING ATTACHMENT o 131 ALUMINUM BRACKET 6063T6 t = 0.090° >> SLAB ATTACH FOR 140 EXP C t = 0,090° >> F❑❑TING d = 31" MAX t = 0,160° >> F❑❑TING d = 37" MAX WITH D STEEL POST SEP 28 201 �QQr-- PUF P.610/2Q17 5�2 L1 Cj A rn 'IfAc'- _&,r,,� 2" L.ftmqe■ ■ma 28921 US HWy74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 OCT 02 2013 NTS Component Parts &Connection Details Engineer's Stamp OA ' ntq CD09-2012 SKMT'. Of 9 I I I I I I I I I I I I I r I I 1,_ ,)J LOAD BEARING POST SEE DETAILS L25, L29, N8, N29, AD,AP OR AQ FOR POST/CONCRETE ATTACHMENT I POST COLLAR SLAB OR FOOTING ICC ESR1398 (2012 IBC) 9/29/2013 RAFTERS OR SOLID PANELS 0.040'X2'X6.625' ALUM HEADERS OR 0.042'X3'X8' ALUM HEADERS 2'X6.25' ALUMINUM DOUBLE HEADERS z-3'XB' ALUMINUM DOUBLE HEADER STEEL OR ALUMINUM POST FIBERGLASS NON LOAD BEARING POST FIBERGLASS DECORATIVE POST COVER 1.5'X1.5' STEEL L ANGLE BRACKET (TYP) -3/8'X3/4' BOLT I --CONCRETE ANCHOR e v d.' e e od .. PLASTIC HOLE PLUGS 1' MIN FIBERGLASS POST COLLAR FIBERGLASS DECORATIVE P�j2 POST COVER NOTESi 1. FIBERGLASS POSTS ARE NON -LOAD BEARING. 2. ATTACHMENT TO HOLD COVERING #14 SMS AGAINST MINOR LATERAL FORCES. 3. USE MULTIPLE BRACKETS AS NEEDED. 4. FIBERGLASS POSTS MAY BE -#14X3/4' USED FOR ANY STRUCTURE. TEK SCREW 3/8'X % BOLT 1.5'X1.5' STEEL L ANGLE BRACKET (TYP) STEEL OR ALUMINU LOAD BEARING P07 EXISTING ROOF -,-ROOF SNOW LOAD Page 57 of 66 1 nilu t.uvu\ SEP 28 2015 STRUCTURES COMPLYING WITH THIS DETAIL D❑ NOT REQUIRE ADDITIONAL DRIFTING SNOW CONSIDERATIONS GROUND SNOW MAXIMUM LOAD (PSF) 'h' (IN) 10 9 15 14 20 17 25 18 30 20 40 25 50 30 60 33 TWO 3/8" STEEL BOLTS CONTINU❑US WELD SEE TABLE FOR SIZE Fxx= 60 ksi 6"_8// 1.00" -- 0 ASTM A500 GRADE B ' ASTM A36 STEEL PLATE 12,00" t1 Base Plate and Stub Post Specifications M5 O Allowed on L �-1/2"0 GALVANIZED HILTI KWIK A Moment Max Constrained Plate Plate Stub Stub Minimum Capacity Footing Size Size Thickness Post Size Post Size Weld Size (Ibf*ft) d (in) A (in) t1 (in) B (in) t2 (in) (in) 624 21 8 0.375 2.5 0.188 0.125 1065 24 12 0.375 2.5 0.188 0.125 1706 27 11 0.5 2.5 0.188 0.125 2600 30 17 0.5 2.5 0.25 0.188 3365 32 14 0.625 2.5 0.375 0.25 Base Plate and Stub Post Specifications M5 O L �-1/2"0 GALVANIZED HILTI KWIK A BOLT TZ W/ 2 OF EMBEDMENT WELDED MOMENT RESISTING STEEL BASE PLATE ALTERNATIVE TO POST EMBEDMENT IN CONCRETE FOOTING THE WELDED POST BRACKET MUST BE VERIFIED TO COMPLY WITH THE REQUIREMENTS IN DETAIL M5 OF THESE PLANS AND FABRICATED IN ACCORDANCE W/ SECTION 1704,2,5,2 BY AN APPROVED FABRICATOR TO THE SATISFACTION OF THE CODE OFFICIAL ICC ESR1398 (2012 IBC) 9/29/2013 Page 58 of 66 ICY Lb LU15 WALL HANGER 0.120'x2'x2'X2' 014 SMS LONG 'L' ANGLE 6063T5 ALUM ONE #14 X2 B rm SCREW WALL HANGER ONE #10 SMS SCREW FAN BEAM FAN FASTEN TO HANGER BEAM � 25' or 2'- --STRUCTURAL I/rm V B PANEL 1.5' or 2' ID FAN BEAM //"Z i /--A 0.042'x3'xB' HEADER I f CEILING FAN OR /LIGHT FIXTURE ICC ESR1398 (2012 IBC) 9/29/2013 POST 2.000 0.045 —T 2'X2' FAN BEAM 6063T5 ALUM 2.000 R0.170 1.430 NO ORIENTATI❑N SPECIFIED 1 0.060 i 0.048'x1.5'x2.5' 6005T5 3.00 / or 2'x2' FAN BEAM +0.72 1.56-1 0.72 --I 0.93 I- 0,042'x3'x8' 0.72 HEADER I 0.26 0.931.56 /� 0,37 /H\I 072 T —� ko.17 —T — t = 0.041" 3' X 3' CLOVERLEAF HE (A-653 Fy=40 KSI STEEL) CONFORMANCE TO THE APPLICABLE ELECTRICAL CODE IS OUTSIDE THE SCOPE OF THIS DETAIL AND MUST BE APPROVED SEPERATELY, Page 59 of 66 SEP 28 2015 Weight of Fan Beam Spans fan/lights _Allowable 0.048"x1.5"x2.5" 2"x2" Fan Beam ,... _...�.._..� _...�__..�_.�.,.�...... 3x3 Ste e I Beam 30 lbs 15-10" 23' 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE Table7.: Trib Width (ft) Allowable Width for Attached Two Post Structures on Slab Gve or Cround Snow oa 10 Esf 20 pst 3 T217 22- ' 3.6 36-8" 194" 4 32'-1" 16'-11" 4.6 29•6" 15'-1" 5 26-8" 13'-6" 5.5 23'4" 174" 6 21'-5" 11'x" 6.5 19-9" 19-5" 7 18'4" n/a 7.5 1T-1" Na 8 16-W n/a 8.5 15'-1" n/a 9 14'-3" Na 20 POST CODE POST OESCPIP71ONS DETAIL POST HGHT A Twin 0.060'h1.5'7c1.5" Scroll AC 9 B 0.0470!x8"Aluminum Post L1, N30 10' B 0.024"Post with Sideplates L24, N16, BK 11' C Clover 0.030"x3N31" Alum L11. Nil, AH 11' D Clover 0.040"0"0" Alum L11. N11, AH 11' E Colonial 0.062" Extruded AE 11' F 0.041"xTW" Steel Clover L11. N11, AH 11' G 0.041"0"0" Steel Clover Lt 1, N11, AH V H 3/16"x3"x3" Steel Square L21, N17, AG 15' I 3/16"x4"x4" Steel Square 1-21, N17, AG 12' 1 3/16"x5"x5" Steel Square L21, N17, AG 15' K 3/16"x6"x6" Steel Square L21, N17, AG 15' L 3/16"x6"x6" Steel Square L21, N17, AG 1 15 Steel -doter Design #14 319'B 3/8"B #14 #14 3/8"B #14 3/91B #14 3/&'B Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT d (in) (lbs) 128 590 788 192 210 884 310 1384 507 1572 12 90 1 1 1 1 1 1 1 1 1 1 13 114 1 1 1 1 1 1 1 1 1 1 14 143 2 1 1 1 1 1 1 1 1 1 15 176 2 1 1 1 1 1 1 1 1 1 16 213 2 1 1 2 2 1 1 1 1 1 17 256 2 1 1 2 2 1 1 1 1 1 18 304 3 1 1 2 2 1 1 1 1 1 191720 3 3 1 1 2 2 1 2 1r2l 3 36 204 n/a 5 3 2 Na 2 8 2 5 2 21 37 4 1 1 3 3 1 2 1 3 9 22 6 2 5 1 1 3 3 1 2 1 n/a Na 23 Na 5 2 1 4 4 1 3 1 6 4 246 n/a 4 2 1 4 4 1 3 1 3333 n1a Table 7.2 27 1025 9 2 2 6 5 2 4 1 3 1 n/a 28 1143 9 2 2 6 6 2 4 1 3 1 7 29 1270 Na 3 2 7 7 2 5 1 3 1 n/a 30 1406 n/a 3 2 8 7 2 5 2 3 1 1 4 31 1552 n/a 3 2 9 8 2 6 2 4 2 143 32 1707 n/a 3 3 9 9 2 6 2 4 2 n1a 33 1872 n/a 4 3 Na 9 2 7 2 4 2 3 34 2047 n/a 4 3 n/a n/a 3 7 2 5 2 19 35 2233 n/a 4 3 Na Na 3 8 2 5 2 3 36 2430 n/a 5 4 n/a Na 3 8 2 5 2 1 37 2638 n/a 5 4 Na Na 3 9 2 6 2 15' 38 2858 n/a 5 4 n/a Na 3 Na 3 6 2 3 39 3090 n/a 6 4 Na n/a 4 Na 3 7 3 40 3333 n1a 6 5 Na n/a 4 n/a 3 7 3 41 3590 n/a 7 5 n/a n/a 4 n/a 3 8 3 42 3859 n/a 7 5 n1a Na 4 Na 3 8 3 Table 7.2 43 4141 n/a 8 6 n/a Na 5 n/a 3 9 3 3 Na 44 4437 n/a 8 6 n/a n/a 5 Na 4 9 3 3/8"S 45 4746 n/a 9 7 n/a n/a 5 n/a 4 n/a 4 BOLT 46 5070 n/a 9 7 Na n/a 6 Na 4 n/a 4 d (in) 47 5407 n/a Na 7 Na Na 6 n/a 4 Na 4 1 48 5760 n/a Na 8 n/a Ma 6 n/a 5 n1a 4 143 49 6128 n/a Na 8 n/a Na 7 n/a 5 n/a 5 2 50 6510 0 n1a n/a 9 n/a Na 7 n/a 5 Na 5 2 as ener lenrim.logy 17 1 3 1 1 2 304 #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length 3 1 TABLE 7.5: 3/8" B = 3/8" Diameter Bot 357 19 1 n/a III 1 ANC 1 See General Notes for specifics on fasteners LIVE/ O/C able 7.4: Required Number of Fasteners for Tension Loads 2 Aluminum Gage (in) 5 1025 27 3 9 0.036 0.06 0.060 0.0900.100 3 Na 2 1 6 1270 29 3 Na 2 O 7 1406 30 3/8"S #14 3/9'B 3/9'B #14 esign dote BOLT SMS BOLT BOLT SMS Uplift Size 554 132 865 1442 234 (lbs) d (in) 1 1 1 1 1 90 12 1 1 1 1 1 114 13 1 2 1 1 1 143 14 1 2 1 1 1 176 15 1 2 1 1 1 213 16 1 2 1 1 2 256 17 1 3 1 1 2 304 18 1 3 1 1 2 357 19 1 n/a 5070 46 1 2 4 20 1 4 1 1 3 482 21 2 5 1 1 3 555 22 2 5 1 1 3 634 23 2 6 1 1 4 720 24 2 8 2 1 5 1025 27 3 9 2 1 5 1143 28 3 Na 2 1 6 1270 29 3 Na 2 1 7 1406 30 3 Na 2 2 7 1552 31 4 Na 2 2 8 1707 32 4 n/a 3 2 8 1872 33 4 Na 3 2 9 2047 34 5 n/a 3 2 n/a 2233 35 5 rile 3 2 n/a 2430 36 5 n/a 4 2 n/a 2638 37 6 Na 4 2 n/a 2858 38 6 Na 4 3 Na 3090 39 7 Na 4 3 Na 3333 40 7 n/a 5 3 Na 3590 41 7 n/a 5 3 n/a 3859 42 8 Na 5 3 Na 4141 43 9 n/a 6 4 Na 4437 44 9 n/a 6 4 n/a 4746 45 n/a n/a 6 4 n/a 5070 46 Na n/a 7 4 n/a 5407 47 Na Na 7 4 n/a 5760 48 Na Na 8 5 n/a 6128 49 Na n/a 8 5 n/a 6510 50 ICC ESR1398 (2012 IBC) 9/29/2013 Page 60 of 66 1 Spacing between bolts and screws shall be 2.5 times the shank diamter. 2 The edge distance of bolts and screws shall be 3 times the shank diamete 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load rw Wind WIND SPEESNOW (MPH) AND LOAD EXPOSURE (PSF) SPACING CONCRETE ANCHORS SPACING MASONRY ANCHORS SPAN (FT) STUD @ 16" O/C SPACINC 1 Clearspan on this chart is the distance from the wall to the first row of columns. 2 Hilt! Kwik Bolt TZ 3/8" diameter and 7' embed and 1" dia steel washer. ICC ESR 1917 or othe anchor w/ 400# allowable shear and 200# allowable tensile vs live, snow, wind and seismic loads. 3 Masonry anchors must have an allowable shear value of 400# and 200# tensile for live, snow, wind or seismic loads or be specified by a design professional. 4 #14 screws must have 1.5" of penetration into solid wood. 5 1/4" Lag screws must have 21/4" of penetration into studs and 0.5" washers These lag screws must be installed as per AFPS.A NDS Section 11.1.3. See General Note #11 for washer specifications. 6 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads 7 For ANC3 and ANC4 wood framing imust be SG=0.5 or denser (Douglas Fir- Larch' #14 X 2" 1/4" LA SCREWS SCREVI 140 B 10 115 C LIVE 12" 10" 12' 24' 1 1 2 2 140 B 20 140 C LIVE 9' 7" 7" 13 29 2 2 3 3 25 9' 1 7" 7" IT 20' 2 2 3 3 .30 9' 7" 17 18' 2 2 3 3 40 9' 7" 14' 3 3 16' 60 U, 1 7" 9 3 13 ICC ESR1398 (2012 IBC) 9/29/2013 Page 60 of 66 1 Spacing between bolts and screws shall be 2.5 times the shank diamter. 2 The edge distance of bolts and screws shall be 3 times the shank diamete 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load rw Wind Amerimax Exterior Home Products Ground Snow Load (psf) 16" o/c 24" o/c 2 Lag 3 Lags 3 Lags 4 Lags SNO Speed Screws* 1T-6" 13' 10'-9' 9-3" T-1" 71-8" 946" 4'-10" 3'-4" ALUMINUM RAFTER SPACING 18' 14'-4" 12'4" 12'4" 95" 10'-3" 6-8" 6'-7" 1 4'S" LOAD and per 12" 16 24" 30 36" PSF Ex sure Rafter (434) 384.2514 carloutnomi0aftomcas. e 26' 26' 24' 19' 16' LIVE 120 EXP 3 26' 26 26 26' 24' rw1 Ile 8 8 2 LIVE 160 EXP 3 18' 18' 18' 15' 17 4 18' 18' 19 18' 16 25 2 18' 18' 13 1 9' 3 18' 18' 18' 16 13' 4 18' 18' 18' 18' 18' 30 70 P 2 17 1 3 1T 1T 1T 14' 11' 4 1 T 1 17' 17 1 17' 15 40 2 15 13 8' r 5 3 Is 15' 13' 10' 8' 4 15' 15' is 14' 11' 60 2 1 8' S' 4 3 3 17 17 8' T 5' 'Screws are #14 screws w/ 1.5" embedment into G=0.5 solid wood (Douglas Fir) TABLE 7.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS Amerimax Exterior Home Products Ground Snow Load (psf) 16" o/c 24" o/c 2 Lag 3 Lags 3 Lags 4 Lags Exp B Exp C Live 10 Live 10 Live 10 Live 10 Live 20 25 30 40 60 1 1T-6" 13' 10'-9' 9-3" T-1" 71-8" 946" 4'-10" 3'-4" 20'-2" 19'4&" 16-1" 13'-10" 10'-7" 11'-7" 9-9" 7'-6" 5' 13'x" 13' 10'-9" 9-3" T-1" 7'-8" 6'.6' 4'-10" 3'-4" 18' 14'-4" 12'4" 12'4" 95" 10'-3" 6-8" 6'-7" 1 4'S" 115MPH N/A 140 MPH 115 MPH 130 MPH 140 mph 140 mph 140 mph 140 mph 140 m h 140 mph Lattice Structures always use 115 mph Exposure B for the wind condition Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 �OFESS1 Carl Putnam, P. E. �pQ -PU F 3441 Ivylink Place Lynchburg, VA 24503 2� V v Inti (434) 384.2514 carloutnomi0aftomcas. e !! ' �SS10NA C1V'1 rw1 Ile s 1 s /+ OCT 02 2013 XP /30 P01,7 jttl Misc3-2012 �TFOFCAI. SEP 28 2015 7.0 CONCRETE FOOTING OPTIONS EQUIVALENT FOOTINGS FOR FREESTAND AND ATTACHED Trib Q DIAMETER OF w z z g CIRCULAR Footing Depth z _- = FOOTINGS (IN) 0 h o 12" 18" 24" Required Side of Square Footing F 20" 21" 18" 0 0 V 21" 23" 20" 0 U. Z LLL DEPTH OF 0 z CIRCULAR 17" 23" 26" FOOTINGS IN 14" 17" 24" 14" 14" 15" 18" 30" 15" 15" 16" 19" 36" 16" 16" 17" 21" 43" 19" 17" 18" 22" 52" 23" 18" 19" 23" 61" 27" 19" 20" 24" n/a 31" 20" 21" 26" n/a 36" 21" 22" 27" n/a 42" 24" 23" 28" n/a 48" 27" 24" 30" n/a 54" 31" 25" 31" n/a 61" 35" 26" 32" n/a 69" 39" 27" 34" n/a 77" 44" 28" 35" n/a 86" 49" 29" 36" n/a n/a 54" 30" 38" n/a n/a 60" 31" 39" n/a n/a 66" 32" 40" n/a n/a 72" 33" 42" n/a n/a 79" 34" 43" n/a n/a 87" TABLE 7.8 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 CONVERSION TO SQUARE TOP FOOTING TABLE 7.9 SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Structures For Single Span Attached Lattice Trib Trib Area Footings Only Area (sq ft Required "d" of Footing in Footing Depth 15 15" 17" 18" 24" 30" 36" d in Required Side of Square Footing 33 20" 21" 18" 16" 15" 21" 23" 20" 18" 16" 22" 24" 21 " 19" 17" 23" 26" 23" 20" 18" 24" 28" 24" 21 " 20" 25" 29" 26" 23" 21" 26" 31" 27" 24" 22" 27" 33" 29" 26" 23" 28" 35" 30" 27" 25" 29" 37" 32" 29" 26" 30" 39" 34" 30" 27" 31" 41" 35" 32" 29" 32" 43" 37" 33" 30" 33" 45" 39" 35" 32" 34" 47" 40" 36" 33" 35" 49" 42" 38" 35" 36" 51" 44" 39" 36" 37" 53" 46" 41" 38" 38" 55" 48" 43" 39" 39" 57" 50" 44" 41" 40" 60" 52" 46" 42" 41" N/A 54" 48" 44" 42" N/A 56" 50" 45" 43" N/A 58" 51" 47" 44" N/A 60" 53" 49" 45" N/A N/A 55" 50" 46" N/A N/A 57" 52" 47" N/A N/A 59" 54" 48" N/A N/A N/A 55" 49" N/A N/A N/A 57" 50" N/A N/A N/A 59" TABLE 7.9 SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Structures TABLE 7.10 ICC ESR1398 (2012 IBC) 9/29/2013 Page 61 of 66 Existing Residence 4Z000F.00001.0/ Wind Condition 115 mph 115 mph 140 mph Lattice Trib Trib Area Exp B Exp C Exp C Area (sq ft Required "d" of Footing in sq ft 15 15" 17" 20" 25 20 17" 19" 21" 33 25 18" 20" 23" 42 30 19" 21" 25" 50 35 20" 23" 26" 58 40 21" 24" 27" 67 45 22" 25" 28" 75 50 23" 25" 29" 83 55 23" 26" 30" 92 60 24" 27" 31" 100 65 25" 28" 32" 108 70 25" 28" 33" 117 80 26" 30" 34" 133 90 27" 31" 35" 150 100 28" 32" 37" 167 110 29" 33" 38" 183 120 30" 34" 39" 200 130 31" 35" 40" 217 140 32" 36" 41" 233 150 33" 37" 42" 250 160 33" 37" 43" 267 170 34" 38" 44" 283 180 35" 39" 45" 300 190 35" 40" 45" 317 200 36" 40" 46" 333 210 36" 41" 47" 350 220 37" 42" 48" 367 230 38" 42" 48" 383 240 38" 43" 49" 400 TABLE 7.10 ICC ESR1398 (2012 IBC) 9/29/2013 Page 61 of 66 Existing Residence 4Z000F.00001.0/ Panel Spa 1/2 OF PANEL SPAN IF __________r____________ ____� Corner Trib Area I Trib Area for I 1/2 OF PANEL SPAN Middle Post 1 I IF , Post Spacing I IF Panel Overhan Figure 1 Determine Trib Area from Figure 1 INSTRUCTIONS TO USE TABLE 7.10 1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY 2. DETERMINE ACTUAL TRIBUTARY AREA FOR MIDDLE POSTS THIS IS: TRIB WIDTH x POST SPACING FOR END POSTS THIS IS: (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA Amerimax Exterior Home Products C 28921 US Hwy 74 1 Romoland, CA 92585 EX. /3r�12Q-1 Q�pFESS/ cS')9r vNk C PU OFCAU SEP 2 2015 —' 8 3 /n Misc4-2012 ,t 1 2015, OCT 02 2013 7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Sigle Span Attached Lattice Structures Moment Frame A: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.024" Moment Frame A: Detail L12, 4 screws, A=2", B= 5", DBL HEADER Moment Frame B: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.032" Moment Frame B: Detail L26, 6 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L26, 8 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L12,4 screws, A=2", B= 7", DBL HEADER Moment Frame C: Detail L12, 6 screws, A=2", B= 5", DBL HEADER Moment Frame C: Detail L8,4 BOLTS, A=2", B= 7", SINGLE STEEL C Moment Frame D: Detail L8,4 BOLTS, A=2", B= 5", DBL STEEL C Tables L1 and L2 need to be checked for surface mount concrete attachment Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 ICC ESR1398 (2012 IBC) 9/29/2013 Page 62 of 66 L2a Table L2b B Ss Allowed cubic feet REQUIRED NUMBER OF POSTS FOR SI GLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 20% 2099 30% 1050 Table L1a: Use this table for the following headers 30% 1399 40% 788 40% 1050 50% 720 Table L1 b: Use this table for the following headers 50% 960 60% 600 60% 800 Moment Frame A = 367 lbf`ft 70% 685 80% 525 80% 700 90% 467 90% 622 100% 420 Moment Frame B = 489 Ibf•ft 110% 417 110% 555 120% 382 120% 509 130% 388 517 140% 360 r13fo 480 150% 336 Post Height (ft) -448, Post Height (ft) Required 8' 9' 10' 11' 12' 1 8' 9' 10' 11' 12'ffWind quired 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Wind Number Wind Exposure B Wind Exposure C mber Wind Exposure B Wind Exposure C S eed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 110 mph 2 or 3 7' 5.5' 4' 3' 2' 4' 2.5' 1.5' 1' 0' 110 mph 2 or 3 10' 8.5' 7' 5.5' 4' 6' 4.5' 3.5' 2.5' 1.5' 4 12' 10' 8' 6.5' 5.5' 7' 5.5' 4.5' 3' 2' 4 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 5 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 5 15' 15' 15' 14.5' 12.5' 14.5' 12' 10' 8.5' 7' 6 15' 15' 15' 13.5' 11.5' 13.5' 11.5' 9.5' 8' 6.5' 6 15' 15' 15' 15' 15' 15' 15' 13.5' 11.5' 10' 7 15' 15' 15' 15' 15' 15' 14' 12' 10' 8.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 14.5' 13' 115 mph 2 or 3 6' 5' 3.5' 2.5' 1.5' 3.5' 2' 1.5' 0.5' 0' 115 mph 2 or 3 9' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 4 10.5' 8.5' 7' 5.5' 4.5' 6.5' 5' 3.5' 2.5' 1.5' 4 15' 12.5' 10.5' 9' 7.5' 9' 7.5' 6' 4.5' 3.5' 5 15' 12.5' 10.5' 9' 7.5' 9' 7.5' 6' 4.5' 3.5' 5 15' 15' 15' 13' 11' 13' 11' 9' 7.5' 6' 6 15' 15' 14' 12' 10.5' 12' 10' 8.5' 7' 5.5' 6 15' 15' 15' 15' 15' 15' 14.5' 12' 10.5' 8.5' 7 15' 15' 15' 15' 13' 15' 12.5' 10.5' 9' 7.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 13' 11.5' 130 mph 2 or 3 4.5' 3' 2' 1' 0.5' 2' 1' 0.5' 0' 0' 130 mph 2 or 3 6.5' 5' 4' 3' 2' 3.5' 2.5' 1.5' 0.5' 0' 4 7.5' 6' 5' 3.5' 2.5' 4.5' 3' 2' 1' 0.5' 4 11' 9' 7.5' 6' 5' 6.5' 5' 4' 3' 2' 5 11' 9' 7.5' 6' 5' 6.5' 5' 4' 3' 2' 5 15' 13' 11' 9.5' 8' 9.5' 8' 6.5' 5' 4' 6 14.5' 12' 10.5' 8.5' 7' 9' 7' 6' 4.5' 3.5' 6 15' 15' 15' 12.5' 11' 13' 10.5' 9' 7.5' 6' 7 15' 15' 13' 11' 9.5' 11.5' 9.5' 7.5' 6' 5' 7 15' 15' 15' 15' 14' 15' 13.5' 11.5' 9.5' 8' 140 mph 2 or 3 3.5' 2.5' 1.5' 0.5' 0' 1.5' 0.5' 0' 0' 0' 140 mph 2 or 3 5.5' 4' 3' 2' 1' 2.5' 1.5' 1' 0' 0' 4 6.5' 5' 3.5' 2.5' 1.5' 3.5' 2.5' 1.5' 0.5' 0' 4 9.5' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 5 9.5' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 5 13' 11' 9' 7.5' 6' 8' 6.5' 5' 4' 3' 6 12.5' 10' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 6 15' 14.5' 12.5' 10.5' 9' 10.5' 8.5' 7' 5.5' 4.5' 7 15' 13' 10.5' 9' 7.5' 9.5' 7.5' 6' 5' 3.5' 7 15' 15' 15' 13.5' 11.5' 13.5' 11' 9' 7.5' 6.5' 150 mph 2 or 3 2.5' 1.5' 0.5' 0' 0' 1' 0' 0' 0' 0' 150 mph 2 or 3 4.5' 3' 2' 1' 0.5' 2' 1' 0.5' 0' 0' 4 5' 4' 3' 2' 1' 2.5' 1.5' 0.5' 0' 0' 4 7.5' 6' 5' 3.5' 2.5' 4.5' 3' 2' 1' 0.5' 5 8' 6' 5' 3.5' 2.5' 4.5' 3' 2' 1' 0.5' 5 11' 9' 7.5' 6' 5' 6.5' 5' 4' 3' 2' 6 10.5' 8.5' 7' 5.5' 4.5' 6' 4.5' 3.5' 2.5' 1.5' 6 14.5' 12.5' 10.5' 8.5' 7' 9' 7' 6' 4.5' 3.5' 7 13' 10.5' 9' 7.5' 6' 8' 6' 5' 3.5' 2.5' 7 15' 15' 13' 11' 9.5' 11.5' 9.5' 7.5' 6' 5' 170 mph 2 or 3 1.5' 0.5' 0' 0' 0' 0' 0' 0' 0' 0' 170 mph 2 or 3 3' 2' 1' 0' 0' 1' 0' 0' 0' 0' 4 3.5' 2.5' 1.5' 0.5' 0' 1.5' 0.5' 0' 0' 0' 4 5.5' 4' 3' 2' 1' 3' 2' 1' 0' 0' 5 5.5' 4' 3' 2' 1' 3' 2' 1' 0' 0' 5 8' 6.5' 5' 4' 3' 4.5' 3.5' 2.5' 1.5' 0.5' 6 7.5' 6' 4.5' 3.5' 2.5' 4' 3' 2' 1' 0' 6 11' 9' 7.5' 6' 4.5' 6.5' 5' 3.5' 2.5' 1.5' 7 9.5' 7.5' 6' 5' 4' 5.5' 4' 3' 2' 1'1 1 7 13.5' 11.5' 9.5' 8' 6.5' 8' 6.5' 5' 4' 3' Moment Frame A: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.024" Moment Frame A: Detail L12, 4 screws, A=2", B= 5", DBL HEADER Moment Frame B: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.032" Moment Frame B: Detail L26, 6 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L26, 8 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L12,4 screws, A=2", B= 7", DBL HEADER Moment Frame C: Detail L12, 6 screws, A=2", B= 5", DBL HEADER Moment Frame C: Detail L8,4 BOLTS, A=2", B= 7", SINGLE STEEL C Moment Frame D: Detail L8,4 BOLTS, A=2", B= 5", DBL STEEL C Tables L1 and L2 need to be checked for surface mount concrete attachment Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 ICC ESR1398 (2012 IBC) 9/29/2013 Page 62 of 66 L2a Table L2b B Ss Allowed cubic feet Ss Allowe cubic fec 20% 1575 20% 2099 30% 1050 30% 1399 40% 788 40% 1050 50% 720 50% 960 60% 600 60% 800 70% 514 70% 685 80% 525 80% 700 90% 467 90% 622 100% 420 100% 560 110% 417 110% 555 120% 382 120% 509 130% 388 517 140% 360 r13fo 480 150% 336 -448, Directions for using Seismic Table L2i,L2b 1. Determine Tributary width 2. Determine width of structure 3. Determine height of structure 4. Determine number of posts structure has 5. Determine Ss for your area (contac your local building department)"" 6. Choose Table L2a-d based on the header 7. Determine the maximum size allowed on the 8. Multiply #1, #2 and #3 and divide by #4*- 9. If #8 is lower than #7 the structure is OK for 10. If your Ss is over 150% use 150% or SEP 28 20 OCT 02 2013 .no check needed for Patio Covers attached to slab under these conditions "no check needed for Patio Covers that are 10' tall attached to slab under these conditior "'no check needed for Patio Covers that are 8' tall attached to slab under these conditions ""Ss is the Maximum Considered Earthquake Ground Motion (0.2 sec) mapped on Figure 1613.3.1(1) in the 2012 IBC Alternatively, divide by these numbers For 2 post Structures divide by 3 For 3 post Structures divide by 3 For 4 post Structures divide by 4.5 For 5 post Structures divide by 6 For all others add 1.5 to number of posts Not for use in areas with flat roof snow loads exceeds 30 psf. Misc5a-2012 7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Sigle Span Attached Lattice Structures Moment Frame A: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.024" Moment Frame A: Detail L12, 4 screws, A=2", B= 5", DBL HEADER Moment Frame B: Detail L26,4 screws, A=5", B= 7", sideplates = 0.032" Moment Frame B: Detail L26, 6 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L26, 8 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L12, 4 screws, A=2", B= 7", DBL HEADER Moment Frame C: Detail L12,6 screws, A=2", B= 5", DBL HEADER Moment Frame C: Detail L8,4 BOLTS, A=2", B= 7", SINGLE STEEL C Moment Frame D: Detail L8,4 BOLTS, A=2", B= 5", DBL STEEL C Tables L1 and L2 need to be checked for surface mount concrete attachment Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 ICC ESR1398 (2012 IBC) 9/29/2013 Page 63 of 66 )le L2c Table Ltd ment Frame C Moment Frame D Size Size Ss Allowed Ss Allowed 30% 1534 REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 40% 1150 Table L1c: Use this table for the following headers 50% 1052 60% 1656 Table Lid: Use this table for the following headers 60% 1297 70% 751 Moment Frame C = 536 Ibf'ft 80% 767 80% 1135 90% 682 90% 1009 Moment Frame D = 793 Ibf"ft 100% 908 !' 110% 608 1100 900 X 16/30 017 120% 558 1 % 825 130% 566 0% . 8838 Post Height (ft) 140% 526 40% / X78 0 CAS 150% 491 00/ 26 '" SE 015 Post Height (ft) Required 8' 9' 10' 17' 12' 1 8' 9' 10' 11' 12' Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Wind Number Wind Exposure B Wind Exposure C Wind Number Wind Exposure B Wind Exposure C Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 110 mph 2 or 3 11.5' 9.5' 8' 6.5' 5' 7' 5.5' 4' 3' 2' 110 mph 2 or 3 15' 15' 13' 11' 9.5' 11.5' 9.5' 7.5' 6' 5' 4 15' 15' 13.5' 11.5' 9.5' 11.5' 9.5' 8' 6.5' 5' 4 15' 15' 15' 15' 15' 15' 15' 13' 11' 9.5' 5 15' 15' 15' 15' 14.5' 15' 13.5' 11.5' 10' 8' 5 15' 15' 15' 15' 15' 15' 15' 15' 15' 14' 6 15' 15' 15' 15' 15' 15' 15' 15' 13' 11.5' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 14.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 115 mph 2 or 3 10.5' 8.5' 7' 5.5' 4.5' V 4.5' 3.5' 2.5' 1.5' 115 mph 2 or 3 15' 14' 11.5' 10' 8.5' 10' 8.5' 6.5' 5.5' 4' 4 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 4 15' 15' 15' 15' 14.5' 15' 14' 12' 10' 8.5' 5 15' 15' 15' 14.5' 12.5' 14.5' 12.5' 10.5' 8.5' 7' 5 15' 15' 15' 15' 15' 15' 15' 15' 14.5' 12.5' 6 15' 15' 15' 15' 15' 15' 15' 13.5' 11.5' 10' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 13' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 130 mph 2 or 3 7.5' 6' 4.5' 3.5' 2.5' 4' 3' 2' 1' 0' 130 mph 2 or 3 12.5' 10' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 4 12.5' 10.5' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 4 15' 15' 14.5' 12.5' 10.5' 12.5' 10.5' 8.5' 7' 5.5' 5 15' 15' 12.5' 10.5' 9' 11' 9' 7.5' V 4.5' 5 15' 15' 15' 15' 15' 15' 14.5' 12.5' 10.5' 9' 6 15' 15' 15' 14.5' 12.5' 14.5' 12' 10' 8.5' 7' 6 15' 15' 15' 15' 15' 15' 15' 15' 14' 12' 7 15' 15' 15' 15' 15' 15' 15' 12.5' 11' 9' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 140 mph 2 or 3 6' 4.5' 3.5' 2.5' 1.5' 3' 2' V 0.5' 0' 140 mph 2 or 3 10' 8.5' 7' 5.5' 4' 6' 4.5' 3.5' 2.5' 1.5' 4 10.5' 8.5' 7' 5.5' 4.5' 6' 4.5' 3.5' 2.5' 1.5' 4 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 5 15' 12.5' 10.5' 8.5' 7' 9' 7.5' 6' 4.5' 3.5' 5 15' 15' 15' 14.5' 12.5' 14.5' 12' 10.5' 8.5' 7' 6 15' 15' 14' 12' 10' 12' 10' 8' 6.5' 5.5' 6 15' 15' 15' 15' 15' 15' 15' 13.5' 11.5' 10' 7 15' 15' 15' 15' 13' 15' 12.5' 10.5' 9' 7.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 13' 150 mph 2 or 3 5' 3.5' 2.5' 1.5' 1' 2.5' 1.5' 0.5' 0' 0' 150 mph 2 or 3 8.5' 7' 5.5' 4' 3' 5' 3.5' 2.5' 1.5' 0.5' 4 8.5' 7' 5.5' 4.5' 3.5' 5' 3.5' 2.5' 1.5' 1' 4 14' 12' 10' 8.5' 7' 8.5' 7' 5.5' 4.5' 3' 5 12.5' 10.5' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 5 15' 15' 14.5' 12.5' 10.5' 12.5' 10.5' 8.5' 7' 5.5' 6 15' 13.5' 11.5' 10' 8' 10' 8' 6.5' 5.5' 4' 6 15' 15' 15' 15' 14' 15' 13.5' 11.5' 9.5' 8' 7 15' 15' 14.5' 12.5' 10.5' 12.5' 10.5' 8.5' 7' 6' 7 15' 15' 15' 15' 15' 15' 15' 14.5' 12.5' 10.5' 170 mph 2 or 3 3.5' 2' 1.5' 0.5' 0' 1.5' 0.5' 0' 0' 0' 170 mph 2 or 3 6' 4.5' 3.5' 2.5' 1.5' 3' 2' 1' 0.5' 0' 4 6' 5' 3.5' 2.5' 1.5' 3.5' 2' 1.5' 0.5' 0' 4 10.5' 8.5' 7' 5.5' 4.5' 6' 5' 3.5' 2.5' 1.5' 5 9' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 5 15' 12.5' 10.5' 8.5' 7.5' 9' 7.5' 6' 4.5' 3.5' 6 12' 10' 8.5' 7' 5.5' 7.5' 5.5' 4.5' 3.5' 2.5' 6 15' 15' 14' 12' 10' 12' 10' 8' 6.5' 5.5' 7 15' 12.5' 10.5' 9' 7.5' 9' 7.5' 6' 4.5' 3.5' 1 7 15' 15' 15' 15' 13' 15' 12.5' 10.5' 9' 7.5' Moment Frame A: Detail L26, 4 screws, A=5", B= 7", sideplates = 0.024" Moment Frame A: Detail L12, 4 screws, A=2", B= 5", DBL HEADER Moment Frame B: Detail L26,4 screws, A=5", B= 7", sideplates = 0.032" Moment Frame B: Detail L26, 6 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L26, 8 screws, A=5", B= 7", sideplates = 0.024" Moment Frame C: Detail L12, 4 screws, A=2", B= 7", DBL HEADER Moment Frame C: Detail L12,6 screws, A=2", B= 5", DBL HEADER Moment Frame C: Detail L8,4 BOLTS, A=2", B= 7", SINGLE STEEL C Moment Frame D: Detail L8,4 BOLTS, A=2", B= 5", DBL STEEL C Tables L1 and L2 need to be checked for surface mount concrete attachment Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 ICC ESR1398 (2012 IBC) 9/29/2013 Page 63 of 66 )le L2c Table Ltd ment Frame C Moment Frame D Size Size Ss Allowed Ss Allowed 30% 1534 30% 2269 40% 1150 40% 1702 50% 1052 60% 1656 60% 877 60% 1297 70% 751 70% 1112 80% 767 80% 1135 90% 682 90% 1009 8 9 100% 614 100% 908 !' 110% 608 1100 900 X 16/30 017 120% 558 1 % 825 130% 566 0% . 8838 9 140% 526 40% / X78 0 CAS 150% 491 00/ 26 '" SE 015 Directions for using Seismic Table L2a, L2b, L2c or L2d'""""' 1. Determine Tributary width 2. Determine width of structure 3. Determine height of structure 4. Determine number of posts structure has 5. Determine Ss for your area (contac your local building department)"" 6. Choose Table L2a-d based on the header 7. Determine the maximum size allowed on the 8. Multiply #1, #2 and #3 and divide by #4" 9. If #8 is lower than #7 the structure is OK for 10. If your Ss is over 150% use 150% OCT 02 2013 'no check needed for Patio Covers attached to slab under these conditions "no check needed for Patio Covers that are 10' tall attached to slab under these conditior '"*no check needed for Patio Covers that are 8' tall attached to slab under these conditions """"Ss is the Maximum Considered Earthquake Ground Motion (0.2 sec) mapped on Figure 1613.3.1(1) in the 2012 IBC ". Alternatively, divide by these numbers For 2 post Structures divide by 3 For 3 post Structures divide by 3 For 4 post Structures divide by 4.5 For 5 post Structures divide by 6 For all others add 1.5 to number of posts '*"•"' Not for use in areas with flat roof snow loads exceeds 30 psf. Misc6b-2012 P/2 P/2 Y X Z Patio Cover Length (L) Determine Snow Loads on Existing Structure 1 Determine Roof Snow/Live Load, S. See General Note 3. 2 Dead Load = 1 psf 3 Add Dead and Live/Snow Loads, mulitply by half of Panel Span Wall Load = (D + S) P /2 4 Result is wall load in pounds per linear foot Determine Wind Loads on Existing Structure 1 Determine Wind Load, W+ or W-. See Table 1 2 Dead Load included in Down and Up loads 3 Mulitply W+ or W- by half of Panel Span Wall Load = W P /2 4 Result is wall load in pounds per linear foot 5 Maximum Shear Load in X direction is 454 Ibf (110 mph Exposure C, 13' Panel Span) Max load in Y direction (towards house) is 73 plf (110 mph Exp C, 10" 1 beam) Max load in Y direction due to force couple resisting lateral is 104 plf (110 mph Exp C, Projection = Width) Determine Seismic Loads on Existing Structure (Excludes Roof Snow Load over 30 psf 1 Vertical Loads and Horizontal Loads = maximum of 1 psf Combination Loads based on Equation 16-11 1 Determine Combination Load, C. See Table 2 3 Mulitply C by half of Panel Span Wall Load = C P /2 4 Result is wall load in pounds per linear foot ICC ESR1398 (2012 IBC) 9/29/2013 Kz 0.7 0.98 height factor, Exposure B and C Kzt 1 Topographic factor Kd 0.85 Wind Directionality factor 1 1 Importance Factor G 0.85 Gust Factor Cnet 1.2 Net Pressure Coefficent Dead Design Design Down Load Up Load Wind C&C (psf) (psf) re 18.4 11.3 Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carlputnam@comcast.net Page 64 of 66 Misch-2012 Amerimax Structural Properties of Beams, Fascia, Panels and Rafters for Use by Design Professionals Solid Panels 0.018"x2.5"x6" Aluminum Panel 0.024"x2.5"x6" Aluminum Panel 0.032"x2.5"x6" Aluminum Panel 0.036"x2.5"x6" Aluminum Panel 0.018"x3.5"x12" Aluminum Panel 0.024"x3.5"x12" Aluminum Panel 0.032"x3.5"x12" Aluminum Panel 0.036"x3.5"x12" Aluminum Panel 0.018"x2.5"x12" Aluminum Panel 0.024"x2.5"x12" Aluminum Panel 0.032"x2.5"x12" Aluminum Panel 0.036"x2.5"x12" Aluminum Panel 0.018'W'W" Aluminum Panel 0.024"x2"x6" Aluminum Panel 0.032"x2"x6" Aluminum Panel 0.036"x2"x6" Aluminum Panel Aluminum Headers 0.042"x3"x8" Aluminum Headei Double 0.042"x3"x8" Aluminum Headei Double 0.040"x2"x6.625" Aluminum Header Aluminum Fascia California Extruded Fascia Classic Extruded Fascia 5.5" Extruded Fascia Alaskan Fascia 4"x3" [beam 7"x4" Ibeam Steel Headers 0.041"x3"x3" Steel Cloverlea Double 0.041"x3"x3" Steel Cloveriea 12 Gauge Steel C Beam 16 Gauge Steel C Beam Double 12 Gauge Steel C Bean Double 16 Gauge Steel C Bean ICC ESR1398 (2012 IBC) 9/29/2013 Ftu or Fu Fty or Fy Fcy Material E (ksi) (ksi) ASSUMES FULL LATERAL BRACING (ksi) 30041-134 10100 32 Max Allowable Max Allowable 3004H34 10100 32 25 Moment (top in Moment (bottom Max Structural Element I (in 4) top in I (in 4) bottom compression in compression Allowable 25 compression in compression (lbftft) (Ibf-ft) Shear (Ibf) Rafters 31051-125 10100 23 19 17 0.024"x2"x6.625" Aluminum Rafter 2.283 same 298 278 166 0.032"x2"x6.625" Aluminum Rafter 3.072 same 563 504 398 0.040"x2"x6.625" Aluminum Rafter 3.873 same 866 801 784 0.042"x3"x8" Aluminum Rafter 7.907 same 1164 1038 747 0.024"x3"x3" Aluminum Rafter 0.445 same 130 124 380 0.040"x3"x3" Aluminum Rafter 0.754 same 389 343 1506 Solid Panels 0.018"x2.5"x6" Aluminum Panel 0.024"x2.5"x6" Aluminum Panel 0.032"x2.5"x6" Aluminum Panel 0.036"x2.5"x6" Aluminum Panel 0.018"x3.5"x12" Aluminum Panel 0.024"x3.5"x12" Aluminum Panel 0.032"x3.5"x12" Aluminum Panel 0.036"x3.5"x12" Aluminum Panel 0.018"x2.5"x12" Aluminum Panel 0.024"x2.5"x12" Aluminum Panel 0.032"x2.5"x12" Aluminum Panel 0.036"x2.5"x12" Aluminum Panel 0.018'W'W" Aluminum Panel 0.024"x2"x6" Aluminum Panel 0.032"x2"x6" Aluminum Panel 0.036"x2"x6" Aluminum Panel Aluminum Headers 0.042"x3"x8" Aluminum Headei Double 0.042"x3"x8" Aluminum Headei Double 0.040"x2"x6.625" Aluminum Header Aluminum Fascia California Extruded Fascia Classic Extruded Fascia 5.5" Extruded Fascia Alaskan Fascia 4"x3" [beam 7"x4" Ibeam Steel Headers 0.041"x3"x3" Steel Cloverlea Double 0.041"x3"x3" Steel Cloveriea 12 Gauge Steel C Beam 16 Gauge Steel C Beam Double 12 Gauge Steel C Bean Double 16 Gauge Steel C Bean ICC ESR1398 (2012 IBC) 9/29/2013 Ftu or Fu Fty or Fy Fcy Material E (ksi) (ksi) (ksi) (ksi) 30041-134 10100 32 25 22 3004H34 10100 32 25 22 30041-134 10100 32 25 22 30041-134 10100 32 25 22 31051-125 10100 23 19 17 31051-125 10100 23 19 17 0.265 same 138 109 779 30041-136 10100 35 28 25 0.353 same 253 169 927 30041-134 10100 32 25 22 0.471 same 385 253 1236 30041-134 10100 32 25 22 0.53 same 439 301 1391 30041-134 10100 32 25 22 0.545' same 316 352 450 30041-136 10100 35 28 25 0.727 same 409 473 536 30041-134 10100 32 25 22 0.969 same 568 692 715 30041-134 10100 32 25 22 1.09 same 652 808 804 30041-134 10100 32 25 22 0.25 same 184 141 246 30041-136 10100 35 28 25 0.334 same 315 241 584 30041-136 10100 35 28 25 0.445 same 484 371 1384 30041-136 10100 35 28 25 0.501 same 511 392 1970 30041-134 10100 32 25 22 0.154 same 133 150 528 30041-136 10100 35 28 25 0.205 same 196 207 629 30041-134 10100 32 25 22 0.273 same 294 318 838 30041-134 10100 32 25 22 0.307 same 333 382 943 30041-134 10100 32 25 22 7.907 same 1164 1038 747 30041-134 10100 32 25 22 15.814 same 2328 2076 1494 30041-134 10100 32 25 22 7.746 same 1732 1602 1568 30041-134 10100 32 25 22 3.09 same 1160 1536 5478 6063T6 10100 30 25 25 6.03 same 3089 3842 13837 6061T6 10100 38 35 35 3.46 same 1564 1538 3414 6105T5 10100 38 35 35 3.95 same 2349 1905 4963 6105T5 10100 38 35 35 3.617 same 2445 2580 2106 6063T6 10100 30 25 25 13.857 same 6718 6718 4244 6105T5 10100 38 35 35 0.77 same 1028 1028 6694 ASTM A653 Grade 40 29000 55 40 1.54 same 2056 2056 13388 ASTM A653 Grade 40 29000 55 40 13.28 same 8549 8549 11504 ASTM A653 Grade 50 29000 65 50 7.46 same 4805 4805 2394 ASTM A653 Grade 50 29000 65 50 26.56 same 17098 17098 23008 ASTM A653 Grade 50 29000 65 50 14.92 same 9610 9610 4788 ASTM A653 Grade 50 29000 65 50 Page 65 of 66 Misc7-2012 OCT 02 2013 CONSTRAINED FOOTING SIZE d (IN) REQUIRED SLAB AREA PER POST (SQUARE FEET) CONCRETE SLAB THICKNESS �IN� 6 3.515.500 7.2509 9.2500 20 26 17 13 10 . 21 31 20 15 12 22 36 23 17 14 23 41 26 20 16 24 47 30 23 18 25 54 34 26 20 26 61 39 30 23 27 70 44 34 26 28 78 50 38 30 29 88 56 42 33 30 98 63 48 37 31. 110, 70 53 41 32 122 78 59 46 33 135 86 65 51 34 149 95 72 56 35 164 104 79 62 36 180 115 87 68 .-37 198 126 95 75 38 216 137 104 82 39 236 150 114 89 40 257 163 124 97 41 279 178 135 106 42 303 193 146 114 43 328 208 158 124 44 354 225 171 134 45 382 243 185 145 46 412 262 199 156 47 443 282 214 168 48 476 303 230 180 49 511 325 47 1 50 547 348 L=:264 mmmm 0� Ameromax Exterior Horne Products 25921 US Hwy 74 Rornoland; CA 92585 Carl Putnam, P. E. 0 3441 Ivylink Place o Lynchburg, VA 24503 0 W MIE