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BPAT2019-0027
A'. AllAt 78-495 CALLE TAMPICO 11_40 D ., VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 5/22/2019 Permit Type/Subtype: PATIO COVER/CITY STANDARD/PRE-ENGINEERED - OPEN Owner: Application Number: BPAT2019-0027 DAVIDJONES Property Address: 52830 AVE NIDA VILLA 52830 AVENIDA VILLA APN: 773334005 LA QUINTA, CA 92253 Application Description: JONES / 410SF ALUMAWOOD PATIO COVER Property Zoning: Application Valuation: $5,012.00 Applicant:. Contractor: ATLAS AWNING AND SCREEN INC I ATLAS AWNING AND SCREEN INC 754 SOUTH WILLIAMS ROAD p�4 � � � �(i;tg� j 754 SOUTH WILLIAMS ROAD PALM SPRINGS, CA 92264 Prl�y- I f PALM SPRINGS, CA 92264 (760)327-8466 DESON&�jt1:'c.�__„'�•:.:.2u ;., ..,�. b� LIc. No.:835140 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: D03 License No.: 835140 Date: J r Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: 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 w k for which this permit is issued. A6 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: SECURITY NATIONAL INSURANCECOMPANY 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 37 oft �h abor Code, I shall forthwith comply with hose provisions. Date: �� Applica WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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 law relat' g to building construction, and hereby authorize representatives of this city a nter an th a - mentianed property or inspection purposes. I Y& 0, Date: f Signature (Applicant or Agent): Date: 5/22/2019 Application Number: BPAT2019-0027 Property Address: 52830 AVE NIDA VILLA APN: 773334005 Application Description: JONES / 410SF ALUMAWOOD PATIO COVER Property Zoning: Application Valuation: $5,012.00 Applicant: ATLAS AWNING AND SCREEN INC 754 SOUTH WILLIAMS ROAD PALM SPRINGS, CA 92264 Owner: DAVID JONES 52830 AVENIDA VILLA LA QUINTA, CA 92253 Contractor: ATLAS AWNING AND SCREEN INC 754 SOUTH WILLIAMS ROAD PALM SPRINGS, CA 92264 (760)327-8466 Llc. No.: 835140 Detail: 410SFSF SOLID PATIO COVER AT REAR YARD [ALUMAWOOD] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2016 CALIFORNIA BUILDING CODES. FINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT CITY AMOUNT PATIO COVER, STD, OPEN 101-0000-42404 0 $107.27 DESCRIPTION ACCOUNT CITY AMOUNT PATIO COVER, STD, OPEN PC 101-0000-42600 0 $105.66 Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $212.93 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT CITY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $0.65 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.65 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 TOTALS: PERMIT # PLAN LOCATION. Project Address: Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: 773_ * P041 6 &*%ff Aoarne: 1 Address. City, ST, Zip: Telephone: Email: ,1QU e• a Valuation of Project $ Q Contractor Name: New SFD Construction: Address: '7s A Conditioned Space SF City, St, Zip NeK��� Garage SF - Telephone: L-�0 Patio/Porch SF _ Fn�ell l;_� ® At f a S r C�n t� €arc Sprinklers - SF -- State Lic C A ►`t City Bus Li.c:Q Qf� Arch/Eiig Nau,e: Address: 3 ! J y'l City, St, Zip Telephone: Email: State Lic: City Bus Lic:. Construction Type: Grading: Bedrooms: I Stories: Occupancy: # Units: 1 Property Owner's Name: DCA-UJA J(a New Commercial / Tenant Improvements: Address: Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 - --�--- -----_�.___ --�-� - _CIT1r3FU BUILDING & SAFETY EPT. FO DTI I N &PArc�-otR--p 7- --— ! f 4 - fill -- I II I Ff ! a I I 11N L�2[NG & 5IDE i( _ 06R CONSTROCTiON E qY s w t-r A i i I iAy Ile _�J50 AveLl ! I1 -1 _J I � fi l_ 11 _ _. 4 1 i .-T i I i i I I I I Amerinyax Exterior Home Products AlumawoodTm Patio Cover, Carport and Commercial Structure Engineering 2015 IBC PAGES DRAWING 2 PAGES GN01-2015 GN02-2015 1 PAGE 2 PAGES SC01-2015 SCO2-2015 3 PAGES 22 PAGES 4 PAGES LT01-2015 LT02-2015 LT03-2015 LT04-2015 4 PAGES 23 PAGES 4 PAGES NP01-2015 NP02-2015 NP03-2015 NP04-2015 9 PAGES CD01-2015 CD02-2015 CD03-2015 CD04-2015 CD05-2015 CD06-2015 CD07-2015 CD08-2015 CD09-2015 10 PAGES Misc1a-2015 Misc1 b-2015 M isc2-2015 Misc3-2015 M isc4-2015 Misc5a-2015 Misc5b-2015 Misc6-2015 Misc7-2015 Misc8-2015 SECTION DESCRIPTION GENERAL NOTES PROFESSIONAL ENGINEERING STAMPS PAGE SOLID PANEL STRUCTURAL CONFIGURATIONS ALUMAWOOD STRUCTURAL CONFIGURATIONS SECTION 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVERS COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES SECTION 4.0 SOLID COVER PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS COMPONENT PARTS AND CONNECTION DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS FAN BEAM DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 FOOTING AND SLAB ATTACHMENT TABLES 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 FORCES ON EXISTING STRUCTURES STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS �0.es c�E"s 59830 AcifIA�-R - CITY OF LA, QUINTA BUILDING & SAFETY DEPT. 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WO21d 031vino o S3ajnSS32Jd 9NISf1 03N91S30 MAV laOd321 SIHl NI 03812JOS30 S3af110nus 11V '„033dS ONIM N91S30 31VINIllf1„ 3?JV O81 960Z 3Hl NI S033dS ONIM U4 > 3dOIS > Z 6/9Z'O 2J0d 0VOl MONS dOOIJ N91S30 dSd ti'09 dSd 09 OVOI MONS BOON N91S30 dSd 07t, dSd 09 0VOl MONS dOOU N91S30 dSd £'9E dSd Zb 0VOI MONS BOOM N91S30 dSd O'OE dSd L'9E aVV I MONS dOOU N91830 dSd Z'9Z dSd OE 0VO1 MONS dOOU N91S30 dSd O' t Z dSd 9Z AINO OVOI 3AII dSd OZ dSd OZ AINO 0VO1 3AIl dSd O 6 dSd M 0VOI N91S30 OVOI MONS 0Nf1O2J9 (S2GJINOO 9NOAV 1H911031VOOI N3HM 0 (INV 81d3OX3 S3tinSOdX3 IIV) O' 6 = 90 '0' 6 = I 'Z' 6 = 10 :S9N10VO1 N9IS30 'E '3000 9Nlallfl81VNO11VN2131N1 3Hl d0 OZ 2131dVHO 0NV SNOI1VO1d103dS S,NOIIVIOOSSV vmlimmv d0 NO11103 9WZ 3H1 H11M 30NV02JO00V NI N91S30 nnNIINf11V 'Z 3000 9M(ni s-IVNOIIVN2IEiN1 SWZ 3H1 H11M 30NV0aO00V NI 03N91S3a '6 S31ON 1Va3N39 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 B18.6.1 AHD AND AF&PA NDS-05 11.1.4. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME B18.2.1 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 1271, 1408, 1976, 2196, 3006, 3215, 3223, 3231, 3294, 3332, 3528, 3558 OR EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8 =16", #10 = s", #12 = 32" AND #14 = 2" 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. 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) must have constrined footings and are limited to the Ss shown in Section 2.0 or 5.0. 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 LT01-2015 THRU LT03-2015.) 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. May ,et zu-I i ICC ESR 1398 (2015 IBC) 1/12/2017 Page 2 of 84 ENGINEER'S STAMP !1-Adjdo.� D'G Le,nLI� 11AID 6� b8;o git6e �41'���� �� ►' E. 1 ti{,{{tiltilrj,+I'"`. try S3bIdX3 �.r�!• ... _ ;'4 G,: In .+1l�' tt 04?'0N djA i v rvr Vi u; ►1141!lflf * ~7 �i y •� • ��►►►1 ll�jL` i, ]1tit•�� r ' Z Z•r��OR8x�*' y �.. S53'�• ��>> tC6i ao' d,'. 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SLOPE 0.25"/F-r END FASCIA MIN• PANEL SEE SCHEDULE FASTENERS NO. OF � 10 SM COVER PANEL ATTACHMENT TO MIN 4' CONCRETE SLAB FASCIA W/O A FOOTING MAY = BE USED WHERE HEADER INSTALL w PERMITTED COLUMN = SEE SCHEDULE VERTICAL d PROVIDE 1 1 PROVID�11/2" DRAIN MIN 3,5' CONCRETE SLAB DRAIN REQ'D W/ C❑NSTRAINED rd` F❑❑TINGS "dI y � _I ^.r i L _SEE SCHEDULE FOR �-�� FOOTING SIZE. SINGLE SPAN ATTACHED_$TRU T PANEL MAY OVERHANG 25% OF CLEARSPAN MAXIMUM 5G1�EQULES H VAF2IES. 5E7; MAX. O'HANG. 25% COL. SPACING FASCIA PROVIDE 1 1 /2" !II DRAIN I MIN 3,5' CONCRETE SLAB REQ' W/ CONSTRAINED FOOTINGS "d" "d" PATIO COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 15' HEIGHT, ICC ESR 1398 (2015 IBC) 1/12/2017 n SPgN t AR SPAN END ASCI INTER— COVER PN gEE,eD,M TE 1/2 0 STEEL BAR (RE -BAR w VARIES. 7cl- -- LENGTN 1p09, OF PROJECTION MIN LEIyGTH "mod SEE SCHEDULE FOR SIZE ��T_T �: DETAIL AQ OR N29 ONLY ' HEADER INSTALL COLUMN VERTICALLY PROVIDE 1 1/2" DRAIN MIN 3,5' CONCRETE SLAB RE W/ C❑NSTRAINED F❑❑TINGS MAX. SEE SCHEDULE FOR >1 ` FOOTING SIZE "d" "d" SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE n PANEL MIN 3,5' CONCRETE SLAB REQ'D W/ C❑NSTRAINED FOOTINGS re MOTE: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). M T! PAN FREESTANDING ati5 STRUCTURE �QE 4 A� 3/8°0 X 9' REBAR SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE .,.,.., ■ra�zlE5 � FOR POST SIZE SEE POST SCHEDULES FASCIA II I LCOVER HEADER PANEL `PROVIDE 1 1/2" DRAIN _ I 2X PA MIN 3,5' CONCRETE SLAB REQ'D „d" I PANEL SPAN W/ C❑NSTRAINED FOOTINGS Y jam- SEE SCHEDULE FOR SIZE �i?ANEr co... PLACE 3/8"0 STL.(RE-BAR) DETAIL AQ OR N29 ONLY FASCIA IHTERHOIATE MAXIMUM r INML BEAM OVERHANGS 25% POST w Z� STL.COL.TYP. SPACING Q �r �$1 - P:. �13012019 - -.s- 3/8"0 STEEL BAR .d .d. "d" 'd' (RE -BAR) SEE SCHEDULE FOR SIZE VI MuLTSPAN ATTACHED STRUCTURE DETAIL AQ OR N29 ONLY �afiCALIFn� May 27 2017 Page 4of84 ENGINEER'S STAMP MAX. O'HANG 25% OF POST SPACING SEE SCHEDULE FOR POST SPACING - MIN 3,5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS V910 9 96ed LWZ/ZL/L (0131 9WZ) 86£l NS3 001 Jk_lN❑ 621 _IId13Q 3ZIS dOJ 3-ina3H3S 33S N6 X0 „8/£ 30rd< NVdS HV310 30 SN31JVa wnNlwn'1V SNVdS 380w NO (NVdS 8! NVdS 83JdVN dkNViS S,2J33N19N3 / I A7 / 7 X 0 1 A I 4 36nion&S 30111V1 ONIONVE138J NVdS NIS S9NI1❑❑d Q3NIVNISN❑3 /M Q,038 ��HVIS 313N3N❑O A'E NIW M �IVAO 33S 30Illbrl Sa313b'd wn-ly NEx,,c do NSxNG '.927'9xN2 Ml WbdDVIQ (/'11) H1QI/'1 AdvinSI211 38nl9na1S Q3H3'dlld 36n19n81S 9NIQNViS33dJ S9NI1❑❑d Q3NIV8iSN❑3 /M a,038 aVIS 31383N❑3 .S'£ NIW AIN❑ 62-1 -lIVi3a 3ZIS NOJ 3-inQ3HOS 33S S]NIl❑❑d Q3NIVNiSN❑3 /M .--Irlr,0311 HV'IS 30KN❑O .9'E NIW ',BLI, 1IV13Q 'IIV130 dV8M NV38 80J WV38 „0„ 1331S O/M 80 /M 830V3H 3011LV1 a3H❑IH NO aVO-1 M❑NS dSd 0E NOJ xvw ,bZ xvw 196 JNVHN3AO 33I11V-1 38nionNiS 30I11V1 ON1 NV1S3 dd WdSI11nh 9NVHN3/� ❑ { �- I eel p y� 3ZIS JNIl00d L 80d 31nO3HOS 33S m ONIOVdS = 1SOd %9Z ONVH83AO 13NVd 83AOO� xvvw ZZ 31❑N �VN3N39 01 N333N S1INn N'ddSIl-inw -Z/ L N1 301A08d VIOSU N0103m.6d d0 %0S3fi1VA Hi9N31 31na3HOS 33S a311IWN3d 3N3HM a3Sn 3H ,IVW SDNI1❑❑d ❑/M aV_lS 313N3N❑3 .V NIW 01 1N3WH3Vii i 1H 1SOd NVdSNV31O d❑ %SZ SI E]NVH83AD N31AVN wnWIxVW .to -*--9NV'H,❑ aR1'S vi 03HOVllV NVdS 310NIS )=' "[ S❑NIl❑❑d I p a3dNIVNiSN❑3 /M Q,038 r WIS 3ANON❑3 S'E NIW �4)7 p N3H❑IH 60 ad❑3 M❑NS 3Sd 06 d❑d XVW ,t,2 PPVXVW ,9E 9NVH63AO 33IiiV-1 WV3H 3 _1331S Tian❑a 63GV3H wn_IV 3-lSn❑a 3 _1331S .BX,E 83CIV3H wn-ly .BX,E SECTION 4.0 SOLID COVER'PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 2 5" x6" Super Six 5m le Span) UetalL N3. A s.o"xiz' zpupsr iz lain ie zparq uetaii u 4.1 n 1� warn n u, c F, M1 W"� • •.• • -••�•,� ••„ -•• -• •--• - 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 8 Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C 1 (psr) (in) 110 115 130 110 115 120 130 (sf) in 110 115 130 110 115 120 130 (psf) In 110 115 130 110 115 120 130 s in 110 115 1 130 110 115 120 130 10 0 018 12'-l" 1 V-9" 10'-B" 10'-B" 8'4" 7'-11" 7'-4" 10 0.018 -1 12'-5" 12'-0" 11'-1" 111" 1U-10" 10'-7" 7-3" 10 0.018 8'-2" 7-10" V-11" 6'-11" 6'Fr64"64"5'-10" 10 0.018 10'-8" 10'-4" 8'-5" B'-5' 9-3" 6-0" T-6" LIVE 0.024 15'-5" lV-0" 13'-4" 13'-4'" 12'-9" 12'-2" 1V-3" LIVE 0.024 14'-2' 13.9" 12'-9" 12'-9" 12'-5" 12'-2" 1V-5" LIVE 0.024 12'-2" 1V-11" 11'-1" 11'-l" 1U-8" 64"7'-B•' LIVE 0.024 12-11" 12'-8" 12'-l" 12-1" 11'-10" 1l'-9" 1l'-0" 0032 17'-0" 16-8" 16-10" 16-10" 15'-7" 15'4" 14'-3" 0.032 16•7" 16'-2" 14'-11" 14'-11" 14`•7' 14'-3" 13'-5" 0.032 13'4" 1Y-1" 12'-5" 12'•5' 12'-3" 12-0!' lV-6" 0.032 14'-2" 13'-11" 13'4' 134' 13'-0" 12-10" 12-4" 0.036 17'-8" 17'-4" 16'-5" 16'-5" 16'-2" 16'-0" 164' 1 1 0.036 17'-9" 17'-3" 16-0" 16%0" 15'-7" 15'-3" 1414" 1 0.036 13'-10" 1S-7" 17-11" 17-11" 17-B" 17.6" 12-0" 1 1 0.040 15'-3" 14'-11" 14'-7' 14'-7' 14'-0" 13'-9" 1V-3" 20 0 018 9-3" 9'-1" 8'-6" 8'-6" 8'-3" 7'-11" 7'4" 20 1 0.018 V-7" 8'-3" 7-3" 7`-3" 6'-10' 6'-6" 6'-0" 20 0 018 7'-2" 7'-1" 6'-7" V-7" 6-5" 6-3" 5'-10" 20 0.018 8'-1" 8'-0" 7.6" 7-6" 74' 7'-1" 6'-loll LIVE 0.024 12'-9" 12'4" 12'-0" 12'-0" 11'-10" 11'-5" 1l'-1" LIVE 0.024 11%8" 11'-5" 1V-9' 11'-0" 1V-9" 1U-5" 9'-0" LIVE 0.024 9'4" 9'-3" 8'-6" 8'-8" 8'-5" 64' 7'-8" LIVE 0.024 11'•3" 11'-0" 10'-7' 10'-7' 1U-S' 9'-1" 6'-9" 0 032 14'-11" 14'-9" 14'-5" 14'-5" 14'-3" 1 T-11" 13'-8" 0.032 13'-8" 13'-5" 12'-11" 12'-11" 12'-B" 12'-3" 11-10" 0.032 1 V-8" 11'-6" 1 V-3" 1 T-3" 11'-l" 1tT-10" 10'-9" 0.032 12-6" 12'-4" 12'-0" 12'-U' 11'-10" 1 T-7" 1 V.4" 0.036 164' lV-4" 14'-11'" 14'-11" 14'-9" 14'-S 14'-2" 0.036 14'-7" 14'-4" 13'-10" 13'-10" 13'-7" 13'•l" 12'-8" 0.036 12'-2" 12'-0" 11'-8" 11'-B" 11'-T' 11'-4" 1V-1" 0.040 13'-5" 13'-3" 12-11" 12-11" 17-9" 1 12'-6" 12-3" 25 0 018 9'-3" 8'-11" 8'-5" V5" 8`4' 7'-11" 7'4" 25 0.018 8'-3" V-0" 7'-1" 7'-1" V-B" 6-6" V-10" 25 0 018 7%1" V-11" 6-6" T-6" 6'-4" 6-3" 5'-10" 25 0.018 N-0" 7'-10" 7-5" 7-5" 7'-2' 7- ilk 6-9" 0.024 12'-9" 12'-6" 11-10" 1V-10" 11'-7" lV-5" 10'-11., 0.024 11'-5" 11'-5' 10'-9" 1U-9" 10'-7" 1U-5" 8'-11" 0.024 9-3" 9'-1" 8'•6" 8'-6" 8'-3" 8'-7' 7'•8" 0.024 11'4" ll'-0" 10'-5" lV-5" V-7' 9'-1" 8'-7' 0032 14'-11" 14'-9" 14'-3" 14'-3" 14'-l" 13'-11" 13'-6" 0.032 13'-5" 13'-5" 12'-8" 12'-B" 12'-5" 12%3" 1l'-9" 0.032 11'-6" 11'-6" 1T-l" 11'-l" IT-0" lV-10" 10'-6" 0.032 12`4" 12.4" 11'-10" 11`-10" 11'-9" 11'-7" 11'-3" 0.036 1V-6" 15'-4" 14'-9" 14'-9" 14'-7" 14'-5" 14'-0" 0.036 14'-4" 144" 1T.7" 13'-7" 13'-4" 1344" 12'.6" 1 0.036 12'-0" 12'.0" 1T-7" 1V-7" 11'-5" 11'-4" 1V-11" 0.040 13'-3" lV-1' 12-9" 12'-9" 12'-T' 12'-6" 12'-l" 30 0 018 8'-8" 8'-6" 8'-0" V-0" 7'-10" 7'•8" 74" 30 0.018 7'-6" 7'-3" 6'-6" 6'-6" 6'-2" 5'-10" 6-5" 30 0.018 6'-9" 6-7 6'-3" 6'4' 6'-1" 5'-11" 6.9" 30 0.018 7`-7" 7'-6" 7' 1" 7'•1" 6.11" U-5' 6'-U. 0 024 1 V-10" 1 V-7" 11'-3" 11'-3" 1 V-1" 10'-11" 10`.V 0.024 10'-9" 10'.7" V-5" 9'-5" 9'-2' 8'-11" 9-7" 0.024 8'-9" 8'4' V-2' 8'-2' V-0" 7'-9" 7-6" 0.024 1V-5' 9-7" 9'-l" 9-1" 6'-l0'• 8'-7' 8'-4' 0032 14'-3" 14'-l" 13'-9" 13'-9" 13'-8" 13'-6" 13'-0" 0.032 12'-8" 12'-5" 12'-1" 12'-l" 11-10" 1V-8" 1V-2" 0.032 11'-1" 11%o" 1U-9" 10'-9" 1U-B" 1U-6" 9-3" 0.032 'IT-10" 1V-9' 11'-6" 1V-6" 11'4" 11'-V 10'-11" 0.036 14'-9" 14'-7" 14'-4" 14'-4" 14`-2" 14'-0" 13'-8" 0.036 13'-7" 13'-4" 12'-11" 12'-11" 12'-8" 12'-fill 12'-0" 0.036 11'-T' 11'-5" 11'-2" 11'-2' 11'-1" 10-11" 10-8" 0.040 12'-9" 12-7" 12.4" 12'-4" 12'-3" 1Z-1" 11'-9" 36 0.018 8'-2" 8'-0" 7'-8" 7'-8" 7'-7" 7'4" 7-1" 36 0.018 V-8" V-6" 6-10" V-10" V-9" 6-5" 4-3" 36 0.018 64" V-3" 6.11" 5'-11" V-10" V-9" 5'-6" 36 0.018 7'-2" 7'-1" 6'-9" U-5' 6•8" 9•6" 6-3" 0.024 1l'-3" 1l`-1" 1V-7" 10'-7" 1U-5" 9'-5" 9-1" 0.024 9'-6" 9-5" 8'-1l" 8'-11" B'-10" 8'•7" B'-l" 0.024 8'-3" 8'-2" 7 9" 7'-9" 7'-8" T-6" T-2" 0.024 9-2' 9-l" B'-7' 8'-7" 8'-6" 6.4" 6.0'1 0.032 13'-9" 13'-B" 13'-2" 13'-2" 13'-0" 12'-10" 174" 0.032 12'4" 114.10" 11'-4" 11'4' 11'-7' 1V-1" 10'-8" 0.032 10'-9" 1V.8" 9'-T' 9'-7" V-6" 9'-3" V-11" 0.032 11'-6" 11'-4" 11'-0" 11'-0" l0•_ll" l0•_l0" 1o'-7' 0.036 14'4" 14'4' 13'-9" 13'-9" 13'-8" 13'-6" 13'-2" 0036 124-11" 12'-B" 12'-2" 12'-2" 12'-0" 11'-10" 11'-5" 0.036 1V-2" 11'-1" 1U-9" 1U-9" 10'-8" 10'-7" 1 9-8" 0.040 12'-4" 12'-3" 11'-10" 11-10" ll'-5' ll'-8" 11'4" 42 0.018 7'-9" 7'-8" 7'-4" 7'-4" 7'-3" T-1" 6-9" 42 0.018 6'-0" V-10" 5'-4" 5'-4" 5'-3" 4'-4" 4'-0" 42 0.018 6-0" 5'-11" 6.8"t V-8" 5'-7" 5'-6" 5'-3" 42 0.018 6'-10" V-9" V-5" 6'-5' 6'-4" 6-3" 6'-0" 0.024 10'-5" 10'-5" 9'4' 9'-4" 9'-3" 9'-1" 8'4' 0.024 9'-0" 8'•11. 8'-6" 8'-6" 6-5" 8'-l" 7-4- 0.024 7'-10" 7.9" 7-6 7-5" 744" 7-2' V-11" 0.024 6-9" 8'-7' 8'-3" 9-3" 6-2" a-0" T•8" 0.032 13'-0" 13'-0" 12'-6" 12'-6" 12'-4" 12'-2" 1l'-9" 0.032 11'-2" 11'-2" 1U-9. 10'-9" 10'-6" 1V-6" 9'4' 0.032 9'-9" 9-T' 9%2" 9'-2" 9'-1" 8'-11" 8'-T' 0.032 19-11" 10'-11" 10,-8" 10'-8" 1U_74 lu-fill 9'-6" 0.036 13'-8" 13'-8" 13'-3" 13'-3" 13'-2" 13'-0" 12'-7" 0.036 12'-0" 12'-0" l T-6" 1 V-6" 1 V-6' 1141 1V-10" 0.036 10'•8" 10'-B" 10'-4" 10'-4" 9- 10" 9-8" 9'.3" 0.040 11'-9" 11'-9" 11'-6" 11'-fill 11'-4" 11'-3" 11'-0" 50 0.01B 7'-4" 7'-3" 6'-11" 6'-11" 6'-10" 6-9" 6-6" 50 0.018 5'-4" 5-3" 4'-3" 4'-3" 4'-2" 4'-0" 3'-8" 50 0.018 6-8" 5'-7'• 64" 5'-4" 6 4" 5-3" 4'-9" 50 0.018 6'-5' U-4" U-1" 6-1" 5-0" 6-11" 6.9" 0.024 9'-4" 9'-3" 8'-10" 8'•10" V-9" 8'-7" 8'-4" 0.024 V-6" 8'-5" 7'-9" 7'-9" 7-T' 7-4" V-10" 0.024 7-5" 7.4" 7.0" 7'-0" 7-0" 6- 10" 6-7" 0.024 Y-3" 8'-2' 7-10" 7.1(Y' T-9" 7-7" T-4" 0.032 1V-11" 1V-11" 1144" 1V-9" 11'-B" 11'-6' 1l`-2•' 0.032 10'-3" 1V-3" 9•_6" 9'-6" 9'-5" 9'4" 9-11" 0.032 9-2" 9•_l•• B'-9" 64_9'. 9-8" 8'-6" 8'-2" 0.032 1U-4" 1Y-4" 9-W 9-8" 5 7" 5-5" 9-1" 0.036 12' B" 12'-8" 12'-7" 12'-T' 12'-5" 12'-3" 1V-11" 0.036 11'-0" 1 11'-0" 104-10" 10'-loll 10'-9" 1V-6" 9'-7" 0.036 9'-11" 9-10" 9'-5" 9'-5" 9'-4" 9'-2" 8'-loll 0.040 11'-1" ll'-l" 11-4T 11'-0" 19-11" 10'-10" 10'-8" 60 0.018 6'-10" U-9" 6-6" G-6" 6'-5" 6'-4" 6'-7' 60 0.018 4'-4" 4'-2" 3'•10" 3'-10" 3'-9" 31•8" 3'-4" 60 0.018 5'-4" 5'-3" 4'-10" 4'-10" 4'-9" 4'-8" 4'-6" 60 0.018 6'-0" 6'-0" 5-9" 6-9" 5.8" S-7" 5'-5" 0.024 8'-9" 6-8" B'-5" 8'-5" 8'-3" 8'-2" T-1l" 0.024 T-7" 7'-5" V-11" V-11" 6'-8" 6'•7" 6'-2" 0.024 7'-0" 6'-11" 6'-S" 6'-8" 6'-6" 6'-6" V-3" 0.024 7-9" T-8" 7-5" 7'-5" 7'-3" 7'-7' 7' 0" 0.032 1V-11" 10'-11" 10'-11" 10'-11" 10'-11, 10'-10" 10'-7" 0.032 9'-5" 9'-4" 9-0" V-0" 8'-10" 8'-9" 8'-6" 0.032 V-8" V-7' 9-S. 8'-3" 8'-1" 8'-0" 7'-9" 0.032 5-7" 9'-6" 5-2" 9'-7' Y-0" 8'-11" 8'. 8" 0.036 11'-8" 11'. 11'-B" ll'_8" ll••8• 1V-7" 11'4 0.036 1V-1" 10'-1" 9-8" 9'-B" 9'-6" 9'-5" 9'-1" 0.036 1 9'4" 94" 8'-11" V-11" 1 8'-9" 8'-9" 8'-5" 0.040 10'-6" 1(Y-6" 1Y-6" 10'-6" 1Y-6" 10'-5' rnai 9'-9' c A 9 I HCSLt 4 4 10. KA-A, Y 1AA. •Nic nnnV nl F.;l R -� - NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN 91'vR" Flaf Banal IMidTianan) Detail N2 C - nv Qv Ground vI - kP101. Panel v .....�,- Wind Speed and Exposure v.--.- Ground .- .......... Panel .... ...........- Wind Speed and Exposure _._ .. ._ .___ Ground ..... ........ Panel .. .. .. Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure 8 Exposure C Snow Load Gauge Exposure 8 Exposure C (nSq 6n) 110 115 j 130 110 115 120 130 (sf) (in) 110 115 1 130 110 115 120 130 (Dsf) (m) 110 115 1 130 110 115 120 130 (0sf) (in) 110 115 1 130 110 115 120 130 10 0 018 10'-2" 9'-10" 9'-1" 9'-1" 8'-10" 8'-8" 8%1" 10 0 018 7'-11" 7'-7" V-7" 6'-7" 6'4" 6'-1" 5'4' 10 0.018 8'-0" 7-9" 7-1" 7'-1" 6'-11" V-5' 6'-4" 10 0 018 10'-B" 10'-4" 9'-7' 9'-7' 9-4" 9'-7' 8'-7' LIVE 0 024 12'-7" 12'-3" 1 V-4" 11'-4" IV-0" l0'-9" 1 Y-1" LIVE 0.024 10'-11" 10'-6" 9'-4" 9'.4" 9'-0" 8'-9" 7'-11" LIVE 0.024 10'-7" 10'4" 9'•5" 9'-5" 9-2" 9-0" 8'-5" LIVE 0.024 12.11" 12'-8" 12-l" 12-1" l l'-10" 11'•9" 1 T-0'' 0.032 16-10" 15'-5" 14'-3" 14'-3" 13'-11" 13'-7" 12'-9" 0 032 15-0" 14'-6" 13'4" 13'4' 12'-8" 12'•4" 11'4' 0.032 13'-2" 12'-9" 11'-9" 11'4" 11'-6ll 11'-3" 10.6" 0.032 14'-2' 13'-11" 13'-3" 13'•3" 13'•0 12.10" 17-4" 0.036 17'4" 16-11" 15'-8" 15'-8" 15`•3" 14'-1Ilk 14-0" 0.036 16'-10" 16'•3" 14'-9" 14'-9" 14'•4" 13'-11" 12'-10" 0.036 13'-10" 13'-7" 12-9" 12'-9" 17-6" 12-2' 11'-5" 1 0,040 IV-3" 14'-11" 14'-7' 14'-7' 14'•0" 13•9" 13'-3" 20 0 018 8'-3" 8'-7 Flu, 7-1 op, 7-8" 7'-5" T-2" 20 0.018 V-8" 6-6" 4'4" 4'4" 4'-1" 3'-11" 3'-B" 20 0.018 6-5" 6'-4" 6-1" 64" 5'-11" 5'-9" 5'-6" 20 0.018 8'-9" 9-7' 8'-3" 6-3" 8'-1" 7'-10" T7' LIVE 0 024 10'4' 10'-1" 9'.9" 9'-9" V-7" 9'-3" V-11" LIVE 0.024 8'-2' 7'•l1" 7'-6" T-6" 7'-3" V-10" 6'-6" LIVE 0.024 8'•7" 8'-5" 8'-1" e-1" T-11" 7-8" 7-5" LIVE 0.024 11'-3" 11'-0" 10'-7' 10'-7' 10'-5" 1a-1" 9'•9" 0.032 13'-1" 12'-9" 12'-4" 12'-4" 12'-l" 1l'-8" 11%4" 0 032 11'-B" 1l'•4" 10'-9" 1V-9" 1V-6" 1V-0" 9'-7" 0.032 10'-9" 10'•6" 1U-2" lV-7' V-11" 9'•7" 9'-4" 0.032 12-6" 17-4 12-0" 17-0" 11'-10" 11%7' 1T-4" 0.036 14'-4" 14'-0" 13'-6" 13'-6" 13'.3" 12'-10" 12'-5" 0 036 13'-2" 12'-10" 12'-3" 12'-3" 1l'-11" 1 V-5" 11'-0" 0.036 1l'-8" 11'-5" 1 T-0" l l'-0" 1U-10" 10.6 10'-1. 0.040 13'-5" 13'-V 12.11" 12-11" 17.5' 12-6" 12-3" 2,5 0018 8'-l" 8'-1" 7'-8" 7'-8" 7-6" 7'-5" 7'-0" 25 0.018 5'-6" 6-6" 4'-2" 4'-2" 4'4' 3'-11" 3'-7" 25 0.018 6'-4" V-4" 5'-11" 5'-11" 5'-10" 5'-9" V-5" 25 0.018 8'-7" S'-7" 8'-1" VA" 8'-0" T 1Y' 7'-fill 0.024 10'-l" 10'-l" 9'-7" 9'-7" 9'-5" 9'-3" B'-10" 0 024 7'-11" 7'-11" 7'-3" 7'-3" 7'-1" 6'-10" 6'-4" 0.024 9-5" 8'-5" 7'-11" 7'-11" T-9" 7-8" 7'-3" 0.024 1l'-IY' 11'.0" 10'-5' 10`-S' 10'-3' 10'-1" Y-7" 0 032 12'-9" 12'-9" 12'-1" 12'-l" 1 V-11" 1 T-8" 1 V-2" 0 032 1 T-4" 1144" 10'-6" 10'-6" 10'-3" 10'-0" 9'4' 0.032 104•6" 1 U-6" V-11" 9'-11" 9'-9" 9'-7" 9'-2" 0.032 17.4" 124' 11'-10" 11'-10" 1 T-9' 1 T-T' 11'-3' 0.036 14'-0" 14'4" 13'-3" 13'-3" 13'-l" 12'-10" 12'-3" 0.036 12'-10" 12'-10" 1V-11" 1T-11" 11'•8" 1V-5" 10'-9" 0.036 11'•5" 11'.5' 10'-10" 1V-10" 10'-7" IV-S' 9-11" 0.040 13-3" 13'-3" 12'-9" 12-5' 12-7 12-6" 12-1" 30 0.018 7'-B" 7'-6" 7'-3" 7'-3" 7-2" 7'-0" V-9" 30 0 018 4'-5" 4'4" 3'•11" 3'-11" 3'-9" 3'7' 3'4" 30 0 018 5%11" 5'-10" 6-8" 6-8" V-G' V-5" 5'-7' 30 0 018 8'-1" 8'-0" 7'-9" 7'-9" 7-7" 7'-6" 7'-2" 0.024 9'-7" 9'-5" 9'-1" 9'-l" 8'-1l" 8'-10" 8'-5" 0 024 7'-3" 7-1" 68" 6-8" 6'-6" 6'-4" 5'-11" 0.024 7•-11" 7'4' 7'•6" T-6" 7'-5" 7-3" 6-11" 0 024 1U-S' 1U-3" 9-11" 9-11" 9'-9" 9'-7' 9'-2" 0.032 12'-1" 1 V-11" 1 V-6" 1 V-6" 11'•4" 11'-2" 10'-8" 0.032 10'•6" 10'-3" 9'-9" 9'-9" 9'-7" 9-4- 8'-10" 0.032 9•-11" 9'-9" 9'-5" V-5" 9'-4" 9'-2" 8'-9, 0 032 11'-10" 11'-9" 11'-6" 11'-6" 11'-4" 11'-3" 10'-11" 0.036 13'•3" 13'-l" 12'_8• 12'-8" 12'-5" 12'-3• 1 11'_9" 0.036 1 V-11" 11'•8" 1 T-2" 1 V-2' 11'-0" 1 10'4" 1 V-2" 0.036 10'-10" 1 V-7" 10'4' 1 10'•3" 10'•l" 9-11" 1 9'-0' 1 0.040 12-5' 12-T' 12-4" 1 17.4' 12-3" 12'-1" 11'-5' 36 0.018 7'-3" 72" 6'•10" 6'-10" 6'-9" 6'-8" 6'-4" 36 0.018 4'-0" 3'-11" 3'-7" 3'-7" 3'-6" 3'-4" 3'-1" 36 0.018 5'-8" 5'-6" V-3" 5'-3" V-2' 4'-7' 4'-5" 36 0.018 7%9" 7'-7" 7'-3" 7-3" 7'-7' 7'-l" 0- 10" 0.024 9'-1" 8'-11" 8'-7' 8'.7" 8'-5" B'-4" B'-0" 0.024 6'-B" 6'-fill 6'•1"' 6'-1" 5'-11" 5'-10" 5'-5"' 0.024 7'-fill 7'-5" 7'-1" 7'-1" 6-11" 6-10" 6'-T' 0.024 9'-11" 9'-9" 9'-4" 9'-4" 9'-2' 9'-1" 8'-9" 0.032 1l'-6" 1l'-4" 1V-10" 1V-10" 10'4" 10'-7" 1V-2" 0.032 9'-9" 9'-7" 9'-0" 9'-0" V-10" 8'-B" 8'-2" 0032 9'-5" 9'-4" 8'-1l" T-11" 8'-9" 8'-8" 8'-4' 0.032 11'-6" 11'-4" 11'-0" 11'-0" 10'-11" 10'-10" 1U-7" 0.036 12'-8" 12'-5" 1 V-11" I V-11" 11'-9" 11`-7" 1 V-2" 0.036 11'-2" 1 V-0" 10'4" 10'-4" 10'-2" 9'-11" 9'-5" 0.036 10'-3" 1 U41 9'-8" 9'4" 9-6" 9'-5" 9.0" 0.040 12-4" 12-3" 11'-10" l l'-10" 11'-9" l l'-8" 11'4" 42 0.018 6-9" 6'•9" 6'-6" 6'-6" 6'-4" 644" 6'-1" 42 0,018 3'-B" 3'-7" S-3" 3'-3" 3'-2" 3'-1" 2'.10" 42 0 018 5'-2" V-2" 4'-7" 4'-7' N-fill 4'-5" 4'-2" 42 0.018 7-2' 7'-2" 6'-11" 6-11" 5-10" 6'-9" 6'-6" 0.024 8'-5" 8'-5" 8'-1" 8'-l" B'-0" 7'-11" 7'-7" 0.024 5'-11" 5'-11' 5'-7" 5'-7" 5'-5" 5=4" 4'-4" 0 024 6-11" 6-11" 6'-B" 6'-8" V-7' 6'-6" 64" 0.024 94' 9'-2' 9-10" 8`-1111ll 8'-9" 8'-7' 8'4" 0 032 10'-B" 1Y-8" 10'-3" 10'-3" 10'-2" 1U-0" 9'-B" 0.032 V-10" 8'•10" 8'•4" 8'-4" 8'-2' 8'-0" 7'-7" 0 032 8'-9" 8'-9" 8'-5" 8'-5" 64' B'-2' 7'-11" 0.032 10'-11"' 10'-11" 10'-8" l y-8" 10'-7' 10'-6ll 10'-3" 0 036 1 l'-9" 1 V-9" 11'-4" 1 V-4" 11'41 1 V-0" 10'-8" 0.036 10'-2" 10'-2" 9'-7" V-7" Y-5" 9'-3" 8'-10"1 0.036 9'-6" 9'•6" 9-2" 9-2' 9'-0" 8'-11" 8'-7" 0.040 11'-9" 1l'-9" 11'-6" 11'-6' 11'-4" 11'-3" 11'-0" 50 0 018 6-2" 6'-2" 6'-l" 6'-1" 6'-0" 5'�11" 5'-9" 50 0.018 3'•3" Y-2" 2'-11" 2'-11" 2'.11" 2'-9" 2'-7" 50 0.018 4'-7" 4-6" 4'4" 44" 4-3" 4-2" 4'-0" 50 0.018 V-7' 6-7' 6'-6" 6-6" 6-6' 6-4" 0.024 7'-8" 7'-8" 7•-7" V-7" 7'.6" 7'-5" 7'-2" 0.024 5'-1" 5'-1" 4'-fill 4'-fill 4'-5" 4'-3" 4'-0" 0.024 6'•4" 64' U-3" U-S' 6'-7' 6'-1" 5'-11" 0.024 8'-5' 8'-5" 94' 8'-4" 6' 3' 8'-2" 7'-1 " 0.032 Y-9" 9'-9" 9'-8" 9'-8" 9'-7" 9%5" 9'-2" 0.032 7' 9" 74•9" 7'-7" 7'-7" 7-6" 7'-4" 7'-0'" 0.032 V-0" 8'-0" 7'-11" 7'-11" 7-10" T-9" 7'-6" 0.032 10'-4"' 194' VY-3" 1V-3" 10'-2' 1D'-1' 9'-5' 0.036 10'-9" 1V-9" 10'-8" 10'-8" 1Y-6" 1V-5" 10'-1" 0.036 9'-0" 9'4' 8'-10" 8'-10" 8'-8" 8'.7" 8'-2" 0.036 V-8" 8'-8" 8'-7" 8'-7" 8'-fill 8'-5" 8'-2" 0.040 1IT-1" 11'-1" 11'-0" 11'-0" 10-11" 10'-1 10'- 60 0.018 5'-7' V-7" V-7" 6-7" 6-7" 5'-7" 5'-5" 60 0.018 2'-11" 2'-10" 2'-8" 2-8" 2-7" 2'-3" 2'-1" 60 0.018 4'-3" 4'-2" N-0" 4'-0' V-11" V-11" 3'-9" 60 0.018 6'-0" 6-0" 6'-0" 6'-0" 6'-0" 6'-0' 5' 0 0.024 7-1" 7'-1" 7'-1" 7'-1" 7'-1" 7'-0" 6'-9" 0.024 4'-5" 4'-4" 4'•l" 4'-1" V-11" 3'-11" 3'-8" 0.024 6-9" 6-9" 6-9" 5-9" V-9" V-9" V-7' 0.024 7'-9" 7'-9" 7-9" 7'-9" T-9" 7' 0.032 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 8'-11" 8'-8" 0.032 6'-loll 6'-10" 6'-10" 6'-10" V-10" 6'-8" V-5" 0.032 7'-4" 7-4" 7'-4" T-4" 7'-4" 7'-3" 7.0"' 0.032 9'.7" 9'-7' 9'-7' 9'-7" 5-7" 9-6 9-3 5-3' 0.036 9'-11" 9'•11" 9-11" 9'-11" 9'-11" 9'-9" 9'-fill 0.036 7'-11" 7'-11" 7-11" 7'-11" 7'-11" 7-10" 7'-6'" 0.036 8'4' V-0" 8'-0" B'-d' 8'-0 7-11" 7-8 0.040 10'•6" 10'-fill 10-fill 10'-fill 10-6 10'-5" 10-3" I Ab Lt 4.0 Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92585 Carl 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S3LU11Of1b1S OI1Vd ONV IVIO83WWOO NO=I SNVdS 13NVd N3AOO OIIOS 017 N01133S SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS Ground Snow Load: 0 psf Live Load: 10 psf Roof Design Load 21 pst Wind S eed: 115 MPH EXPOSURE or 130 MPH EXPOSURE B Seismic Ss= itw7o seismic uesil n Laxegory u rreesranning ci Auacneu Jiructures Table 5.4a Detail trib a' Min Post Y e cubic feah.g "d' Constrained Uplift Footing (in) Footlng Max Poll Length n trlb 3.5' Min Post T cubk footing Wcubic Constrained Uplift Footing (in) Footing Max Post Length trib 4' Min Post Y fovsinQ'd" Constrained Uplift Footing (in) Footing Max Post Length 0' trlb Min Post cubic fooling'd- Constrained Uplift Footing (in) Footing Max Post Length 0' 2' trib S' Min Post a c8 iclonunil Constrained Uplift Footing (in) Footing Max Post Length trio :S' Min Post e cubic " Constrained Uplift Footing (in) Footing Max Post Length in 8' 10' 32' into 6' Min Post cubic foaling -d" Constrained Uplift Footing (in) Footing Max Post Length e' 10' 32' trib 6.5' Min Post T e cubic footing Wc„Wc Constrained Uplift Footing (in) Footlng Max Post Length I 2' trib T' Min Post M fooling "d" Constrained Uplift Footing (in) Footing Max Post Length In 8' 0' 1 ' tlib 7.5' Min Post a Cubic footling Constrained Uplift Footing (in) Footing Max Post Length cubic footing "d" Constrained trib Min Uplift Footing (In) Post Footing Max Post Length xt aaaaaa8' o' 12' On Slab On Slab 22'-0" C IV-5" C 171.01, C 15'•1" C I3'-7' C 12'i" C 11'•4" C 30'•5" Al 9'-6" C 9'•1" C 111. Ce 0,042'g3'k8" N30 lw.v Al 13 77 29 30 9'•4" Al 22 27 26 30 8%r' Al 22 26 28 29 W-W AI 23 26 27 29 7'-6" Al 23 25 27 28 7.1" A2 23 25 27 28 6'•8" A2 23 25 2S 27 6'-4` A2 24 24 16 21 5'•11" A2 24 24 25 27 5'L8" A2 24 24 25 27 5'•5" A2 24 26 16 27 Double 3"x8" N25 15'-2" AI 24 30 32 34 14'-V' A2 25 30 32 33 IXT' A2 26 29 31 32 IT.2" A2 26 29 30 32 11'-8" B 26 28 30 31 10%11" C 27 28 3D 31 IO'•4" C 27 26 29 31 9'-SO" C 27 27 29 30 9'•4" C 18 27 28 30 9'-0" C 28 27 28 30 ll•r C 28 2fi 78 29 Double 2"x6.625" N25 13'-G" A2 24 28 30 31 3V-V' A2 24 28 19 33 11'-9"' A2 2S 27 29 30 10•11 A2 25 27 28 30 10W' A2 26 26 28 29 9'•10" A2 25 26 27 29 9'4' A2 26 26 27 28 8'•11" $ 27 25 27 28 8'-6" C 27 25 26 28 8'•2" C 71 25 26 27 T•11" C 27 25 26 27 S,5' Exlwded Fai,da L 11'•6" At 22 26 27 29 10'-6" Al 23 25 21 28 9'•9" A2 23 25 26 27 8'•11" AI 13 14 26 27 8'•4" A2 24 24 25 26 7•11" A2 24 23 25 26 7'•4" AI 74 021 25 7'4' A2 24 23 IS 26 6'-7" A2 25 24 25 26 6' 4" Al 25 24 25 27 V-11" Al IS 24 26 27 Callfornla Fascia HIO,G 11, " Al 22 25 26 27 10'4' Al 23 24 26 27 W-8- A2 23 24 IS 26 8'•30" A2 23 2i 24 26 8'•3" A2 24 23 24 25 7J" A2 24 22 74 2S 2"•3^ A2 24 23 24 75 6••11" A2 24 23 25 26 6'•6" A2 24 24 25 26 6'-2" A2 25 24 25 27 5'•11" A2 IS 24 26 27 Alaskan Fascia K 13'•9" A2 24 27 28 30 4' 12'7 A 24 26 I8 29 11'40" A2 25 26 21 29 30'-11" A2 25 25 27 28 10'4' A2 IS 25 26 28 9"-9" A2 2S 73 26 27 9'-3" A2 26 24 26 27 S' W' 8 26 24 25 27 6'-4" 5 27 .14 1.5 26 Ef,On C 27 24 25 27 74" C 27 24 26 27 Cfestic Fascia H 19•8" Al 16 29 31 33 lr•r' C 27 29 33 32 I.&'-10" C 28 29 30 32 151•10" C 28 28 30 31 15'•1" C 29 28 30 31 14'S" D 29 28 29 31 I3'•7' D 30 27 29 30 13'-3" 0 30 27 29 30 12'-8" D 31 27 28 30 Ir-4' D 31 26 28 29 11'•11" D 31 26 IH 29 36GSteer C NS,T 18'.a" A2 26 32 34 35 IG.V' S 27 31 33 34 IS'•3" C 27 30 32 34 13'•10" C 27 30 31 33 12-11 C 27 29 31 32 IX-1- C 18 29 30 32 IV-V' C 28 28 30 31 104' C 28 27 29 30 9'•5" C 28 27 26 20 6'-10" C 28 26 18 29 8'-4" C 211 26 28 29 14 G Steel C N9. T 2V.T' C 28 33 35 37 19'-10" C 2g 32 34 36 18'•2" C 29 32 34 35 3W W' C 29 31 33 34 15'-7" a 29 31 37 34 14'-7" 0 30 So 32 33 I3'•8" D 30 30 31 33 12'-11" R 30 29 3l 32 12'-2" u 30 29 30 32 ll'•e" 0 30 28 30 31 11'-1' D 31 28 30 31 12 GS1eerC N9.T 301" 0 31 36 38 40 274.S" D 31 35 37 39 IS'•9" D 32 35 37 38 23'•9" E 32 34 36 3S 22'-4" E 33 34 35 37 21"-2" E 33 33 35 37 19'-11" E 34 33 34 36 191•0" E 34 32 34 36 18'•0" E 34 32 34 35 17-3" E 35 31 33 35 16'-7' E 3S 31 33 34 Double 165 Steel C N9, HIS, T 33'•4" D 32 37 39 41 31'•0" E 33 36 39 40 29'-0" E 33 36 A$ 4D 2r-1" E 34 35 37 39 25'•9" E 35 35 37 38 24'L4" E 35 34 36 38 23'•1" E 35 36 36 38 22'4' Fl 36 34 35 37 21'•4" Fl 36 33 35 37 2W.71' FI 37 33 35 36 19'-11" F] 37 33 34 36 Double 14 G Site[ C N9, N25, 7 37'-2" E 33 38 40 42 3W-T' E 34 37 40 41 32 -V E 35 37 39 Al 30'14" E 35 36 38 40 28'-Il" Fl 36 36 38 40 27'-7" F] 36 35 37 39 26'-3" Fl 37 35 37 39 751•3" Fl 37 35 37 38 24'12" Fl 39 34 36 38 13'•S" Fl 38 34 36 38 22'•8" Fl 39 34 36 37 Double l2 G Sheer C f49. 103.T 40'e E 34 39 41 A3 404•0"' E 36 39 41 43 39'4' F1 37 39 41 43 37-3" FI 38 38 40 42 35'-S" F1 38 38 40 42 33'-31" Fl 39 37 39 41 3r-3" Fl 40 37 39 41 31'•1" F2 40 36 39 40 29'•10" F2 41 36 38 40 28'•11" F2 41 36 38 40 28'4" F2 42 35 I 39 Sleet Cloverleaf W 1041 Al 21 21 23 24 9'-2" Al 22 21 22 23 SW' Al 22 20 22 23 7'-9" Al 22 21 22 23 7'-3" At 23 22 23 24 (.'-It' Al 23 22 74 25 6•S" A2 23 a3 24 25 C-2" A2 23 23 25 26 5'•19' A2 24 24 25 26 5'-7" A2 24 24 25 27 5'-4" A2 24 24 n 27 DBLSteei Cloverleaf AA i5'-9" A2 25 24 25 26 14'-8" A2 25 23 2S 26 13'•9" A2 25 23 24 26 !2'•Il" B 27 23 24 25 12'•3" C 27 22 24 IS 11'•9" C 27 22 24 25 IV-27 C 28 23 24 25 30'-9" C 28 23 2S 26 10'-4" C 29 24 25 26 100" C 29 24 25 27 T.!Y' D 29 24 26 27 4431 Eleam y 12'•9" A2 23 24 2G 27 11•6" A2 23 24 1$ 26 10'-6" A2 24 23 25 26 913a A2 24 23 24 25 8'•10" A2 24 22 23 25 8'•3" A2 24 22 24 25 7'-7" AI 24 23 24 IS 7'•2" A2 25 23 25 26 6'•8" A2 25 24 25 26 5'-4" A2 25 IA IS 17 B•0" A2 25 24 26 27 7x41 Beam 0 18'•11" B 26 31 33 34 18'-2" C 27 31 32 34 17'-6" C 26 30 32 34 17'-1" C 29 30 32 34 16'•1" D 30 30 32 33 15'-1" D 30 29 31 33 IV-W' D 30 79 30 32 13'-3" 0 30 I8 30 31 12'•6" D 30 28 30 33 11'-10" D 31 28 29 31 11'•4" R 31 27 29 30 Header Detail ltib 115' Mln Pt Tas Uplift Footing In Footing (in) Max Post Length B' 10 32' trib Min Post Uplift Footing Footing(In) Max Post Length Irtb Ili' Min Post T Uplift Footing rooting pill Max Post Length ' 3 trib 11' Min Post T Uplift Footing in F04AI01(inl Max Post Length 8' 0' 7 ' trib il' Min Post a Upon Footing In Footing(In) Max Past Length 8' 204 12, wb 13' Min Past a Uplift Footing In P-UAe lin) Max Post Length W10, 12, lNb 14' Mtn Post a Uplift Footing Fool Ing(in) Max Past Length 8' P' 12, trib 1S' Min Post a Uplift Footlng In Footing [in) Max Post Length 8' 30' 2' trib 16' Min Post e uplift Footing In In Feeling (In) Max Post Length 1 10' 12' tdb 1r Min Post Tat Uplift Footing In Fooling (In) Max Post Length 8' lo' 12' On Slot. Dn SkL 8'-0" C T•6" C 61•9" C 6'-11, C S'43" t 5'•1" C 4"-10" C 4'•6" C 4'•3" C 4'-0" C 0.04nrxaa R30 5'-2" A2 24 IS 26 28 S'-D" A2 24 25 27 28 4'-7" A2 21 26 27 29 4'-3" A2 25 27 28 29 4'-0" A2 22 27 29 30 T-9" A2 25 28 29 31 V-0 A2 25 28 30 31 3'-4" A2 2S 29 30 32 3%2" A2 25 29 31 32 3'•0" A2 25 30 31 33 Double 6'x6" N25 844" C 28 26 28 29 8'-1" C 29 76 77 29 71•6" C 75 26 27 29 7%3" D 29 27 2B 29 VV' 0 Jr. 27 29 30 6'-4" 0 30 28 29 31 fi'41" D 30 28 30 31 5'-8" D 30 29 3o 32 51•5" 9 30 29 31 32 5'-2" D 31 30 31 33 Double 7k6.625 Ks 7'-7" C 27 25 26 28 T-4" C 28 75 27 28 6'-1r' C 24 26 27 29 W-W' C 28 27 28 29 6'-2" C 25 27 29 30 5'-14" C 29 28 29 31 5'-7" D 29 2a 30 31 5'4" 0 30 19 30 32 S%I" D 30 29 31 32 4' 11 D 30 30 31 33 5.5'Extruded Fa is l TAY' A2 2S 25 26 28 5'-6" A2 25 25 27 28 S'-1" AI 12 26 27 29 4%9" A2 26 27 Ig 79 4'•5" A2 22 27 29 30 4'•2' A2 26 28 29 31 3'•11" A2 26 28 30 3L 3'•8" A2 26 29 30 32 3'•6" B 26 29 31 32 3'•4" 8 26 30 31 33 Ca14ornia Fascia k10,G 5'•E" A2 25 2S 26 28 5'-S" A2 25 25 27 26 5'-0" A2 22 26 27 29 4'•8" A2 25 27 28 29 4'-4" A2 72 27 29 30 d'•0" A2 I6 2g 29 31 3'•9" A2 26 28 30 a 3'•7" AI 26 29 30 32 T-5' A2 26 19 31 32 T-3" A2 26 30 31 33 Alaskan Fascla K 713" C 27 25 26 28 7'-2" C 21 25 77 28 6'-8" C 24 26 27 29 6'•3" C 26 27 28 29 5'-11" C 25 27 29 30 5'•7" C 29 28 29 31 51V C 79 28 30 31 51•0" C 29 29 30 32 4'40" C 29 29 31 32 4'•7" D 29 30 31 33 C1as;1c Fascia H SI'•7" D 32 26 28 29 IV4' D 32 26 27 29 10'•B" E 28 2& 27 29 10'•V E 33 27 28 29 9"-7" E 29 27 29 30 5-V E 34 28 29 31 8'-9" E 34 28 30 31 8'4•' E 34 29 30 32 8'•0" E 35 25 3I 32 7.9^ E 35 30 3I 33 16 G Steer C kg, T 7'4' C IS 26 27 28 71fi" C 28 25 27 a8 6'-7" C 24 26 27 29 6'-l" C 28 27 28 29 5'•6" C 24 27 29 30 5'-1- C 78 28 29 31 4'•9" C 28 28 30 31 4 -S" C 28 29 30 32 41•1" C 28 29 31 32 3'-11" C 28 30 31 33 14 G SIWI C .Ng, T W.6" D 31 28 29 31 10'•0" D 31 27 29 30 8'-11" D 27 27 28 29 8%2" 0 El 27 28 29 T16" D 27 27 29 30 6'-I1" D 31 7S 29 31 6'-5" 0 31 2S 30 31 WAY' D 31 29 30 32 5'-7' 0 31 29 31 32 S'-3" D 31 30 31 33 12G Steel NS.T 15'-17" E 35 31 33 34 15'-4" E 35 3p 32 34 14'•3" FI 31 30 32 33 I3'•5" Fl 36 29 31 33 174' Fl 32 29 31 3I 171•0" FI 37 29 30 32 11'•4" FS 37 28 30 31 ID-10" F1 37 29 30 32 W-V' Fl 38 29 33 32 9'41" Fl 38 30 31 33 Rouble 16 G 51"1C 119. H25,T I9'-1" F1 37 32 34 36 18'8^ Fl 38 32 34 '35 17.6" Fl 33 32 33 3S 16'•8" F1 39 31 33 34 25'-30" FI 34 31 32 34 15-1" F1 40 30 32 34 14'-5" F2 40 30 32 33 Ir.10" F2 Al 30 31 33 13'•4" F2 41 29 31 33 12'-IO" F2 41 30 31 33 Doubio 14 G SI eer C N9, N25,T 2r-11" FI 39 33 35 37 21'-3" FI 39 33 35 37 20'4' F2 35 33 35 36 2T-2" F2 41 32 34 36 118'•3" F2 36 32 34 35 1 17'-6" F2 42 31 33 3S 16'•10" FI 42 31 33 35 16'-3" F3 43 31 33 34 154•1" F3 d3 31 32 34 15'•1" F3 44 30 32 34 Double 12 G Steel C N9, HIS,T 1r-1" F2 42 35 37 39 IB'•5" F2 42 35 37 39 25'4" F3 36 34 36 38 23'-13" F3 44 34 36 38 22'-10" F3 39 34 36 37 II'-11" F3 45 33 3S 37 2l'-i" F4 46 33 35 37 1 20'•5" F4 46 33 35 36 I9'•9" F4 47 32 34 36 1 19'-1" F4 47 32 34 36 Steel Cloverleaf W 5'•I" A2 24 25 26 28 4'•I3" A2 24 75 27 21 1 4'•7" A2 21 26 27 29 4'-3" AI 15 27 28 19 4'•0" A2 22 27 29 30 3'-9" A2 25 28 29 31 3'•7" A2 25 28 30 31 3'-5" AI 25 29 30 32 3'-3" A2 26 29 31 32 3`•3" A2 26 30 31 33 RBL Steel Clovetleaf AA 9'-S" D 29 25 26 28 9'-2" D 30 25 27 2it 81-8" O I6 2S 27 29 8"-3" D 11 27 28 29 r•11'" D 27 27 29 30 7'•7" 0 32 28 29 31 7'-6" D 32 28 30 31 r-1" E 32 29 30 32 6'•10" E 33 29 31 32 6'-8" F 33 30 31 13 4x31 Beam y 514]" AI 15 25 26 28 S'•5" AI IS 2S 27 28 4'41" Al 22 26 27 29 er-71" A2 25 27 28 29 1 4'•2" A2 22 27 29 0 3'-U" A2 25 29 29 31 3'4" A2 25 28 30 31 1 3'-S" A2 I8 29 90 32 3'•3" A2 26 29 31 32 1 3'4" A2 26 30 31 33 70 1Beam a 10'•9" D 31 27 28 30 10%3" D 31 27 28 29 1 91-5" D 27 26 28 29 e'-9" D 31 27 a8 29 1 8'•1" D 21 27 29 30 r•7" D 37 2a ,79 31 1,4, 0 32 28 30 3I I 6'-e" D 12 30 32 ".. D 32 19 31 32 1 W-O" D .32. 30 3I 33 Ground Snow Load: 0 psf Live Load: 20 esf Roof Design Load 29 sf Wind Sp eed: 115 MPH EXPOSURE C or 130 MPH EXPOSURE B Seismic Ss= 150% Seismic Design Category D Freestandingor Attached Structures Head Table 5.4b tl a trib Min Post pubic fwkmif 'd" Constrained Uplift Footing (in) Footing Max Post Length trib 35' Min Post T cubic footing "d- Constrained Uplift Footing (in) Footing Max Post Length In 8' 1 ' 15' trib 4' Min Post s ublc fasting -d" Constrained Uplift Footing (in) Footing Max Post Length Ini 6' trib 45' Min Post Y cubic footing '4- Constrained Uplift Footing (in) Footing Max Post Length In B' trlb aaaaeaa Min Post cubic fooUnB " Constrained Uplift Footing (in) Footing Max Posl Length in 8' i2' trib S.5' Min Post a M W real ng'd' Constrained Uplift Footing (in) Footing Max Post Length 1W trib aaa;a' Min Post T e cubk footing %, Constrained Uplift Footing (in) Footing Max Past Length 8' S' trib 6.S• Min Post Wft cubic fooling "i1- Constrained Uplift Footing (in) Footing Max Post Length 1W8' 12' trib Min Post T ruble forA nQ "d" Constrained Uplift Footing (in) Footing Max Post Length a' 12' 15" tdb 7-5" Min Post yvah cubic footing W Constrained Uplift Footing (in) Footing Max Post Le ngth lini 8' Ir 1S' On Slab On Slab 31'-10" A2 Ilf2" A2 8'•11" A2 7'-11" Al 7'•1" A2 6'•5" A2 5'-11" A2 5'-51" A2 5'4" A; 4'-9" A2 0-042"x3's6" N30 8'-7" Al 20 26 29 Al 7'•9" Al 21 26 28 30 7'•2" A2 21 26 28 29 6"-7" A2 21 25 27 29 6'•1" A2 21 2A 27 2S 5'•9" A2 22 24 26 28 5'•5" A2 22 23 26 27 5'-1" A2 22 23 26 27 d.4. A2 22 24 26 28 4'•7" A2 22 24 27 28 Double 3'x8" N25 12'-i 3" A2 ;3 29 32 34 11'•10" B 24 29 32 33 1r,O" C 24 28 31 33 1Y-2" C 25 27 30 32 9'-7" C 25 27 30 32 9'4" C 25 27 30 31 9-7" C 26 26 29 31 81•2" C 26 26 29 30 7'•9" C 26 26 28 30 71b" C 26 2S 28 30 Double 2"x6.625" N25 111•7' A2 22 27 30 32 IW,V A2 23 26 29 31 91•11" A2 23 26 29 31 9'-3" B 24 26 28 30 8'•8" B 24 25 IS 30 S'-3" C 24 25 28 29 7110" C 25 25 27 29 7'•S" C 25 24 27 a8 71•2" C 25 24 27 28 6'•10" C 25. 24 27 28 5-5" Extruded Fascia L B'-7" A2 21 25 27 28 8'•8" .A2 21 74 27 28 e'•0" A2 22 23 26 28 T,3" All 22 23 25 27 614" A2 22 23 25 Ili6'•4' A2 22 22 25 26 V-r A2 I3 23 25 27 5'-7' A2 I3 73 26 27 5'•4" A2 23 24 26 28 5'-1" A2 23 24 27 26 Callf"nio Fascte N30 G 9'•6" A2 21 24 26 28 e'•7" A2 21 23 25 27 ?'-It' A2 7I 21 25 16 7'. V, A2 22 22 24 2fi 6'•B" A2 22 22 24 25 6'•3" A2 22 27 25 26 5'-IQ" A2 22 23 1.5 21 5%6" A2 23 23 26 27 $'-1" A2 23 14 26 28 4'-I1" A2 23 24 27 28 Alaskan Fascia 9 11'�6" A2 22 26 29 30 10'•S" A2 23 25 28 30 9'41" .A2 23 25 27 29 9'-1"' A2 24 24 27 28 8'•7" 8 74 24 26 28 Q'-1" C 24 I3 26 27 7.8" C 25 23 26 27 7'•3" C 25 23 26 I7 61•11" C 25 24 26 28 6'-7" C 25 24 27 28 Classic Faula H 14113"' $ 24 27 30 32 13'3" C 25 2.7 30 32 13'•0" C 26 27 30 31 I7'•6" C 26 27 29 31 12'-V D 77 16 29 31 11'•e" D 27 26 29 31 W-C 0 28 26 29 30 11'-1" 0 2g 25 29 30 10'•9" D 29 26 28 30 10'-7' E 29 25 28 AD 16 G Steel C N% T 151•0" C 24 30 34 36 13'-6" C 25 29 33 35 1X-3" C 25 29 32 34 10'•10" C IS 28 31 33 9'-10" C 25 27 30 32 C-31" C 25 27 79 31 8'-r, C 25 26 29 31 7'-6" C 25 25 28 30 7'•0" C 25 25 28 29 6'•7" C 25 25 27 29 14GSteel C H9eT 17-11" C 76 32 3S 37 36'•2" C 26 31 34 36 14'-30" 0 21 30 33 35 IaW' D 27 29 33 3S 1T•7" D 27 29 32 34 13'-9" 0 27 28 32 33 I2'•0" 0 28 28 31 33 10'-2" O 28 27 30 3a 91•6" D 28 27 30 32 8'-10" D 28 27 29 31 12 G Steel C N9, T 2514" 0 29 35 38 41 23'•2" E 30 34 37 40 2f-4" E 30 33 37 39 194" E 31 32 36 38 18'•S" E 31 32 35 37 IT-S" E 31 31 35 37 1&'•6" E 32 31 34 36 15'•7" E 32 31 34 36 14'-10" E 32 30 33 3S F1 32 30 33 3S Double 16 G Steel C N9 HIS T 27'-5" E 30 35 39 41 26' 1" E 31 35 39 41 24'-7' E .31 34 38 AD 23'•1" E 32 34 37 40 21'40" Fl 33 33 37 39 20'•9" Fl 33 33 36 a$ 19'•k0" Ff 34 33 36 38 IS'-10" Fl 34 32 36 36 IV 1" FI 34 32 35 37 171•5" F1 35 31 35 37 Double 14 G Steel C N9. N25,T 29'-3" E 3o 36 40 d2 21'40" E 3I 35 39 42 26'-7' F1 32 35 39 41 257 FI 33 35 38 41 24'-8" Fl 34 34 38 40 23'•7" Fl 35 34 38 40 22-•6" Fl 35 34 37 39 21'-6" Fl 3fi 33 37 39 213'•9" FI 36 33 36 39 20'•6" F2 36 33 36 38 Double 32 G SteelC N9, N25,Y 33'-3" E 32 37 41 43 31'•7" Fl 33 37 41 43 30'-3" Fl 34 36 40 42 29'-2" Fl 35 36 40 42 29'•7" Fl 36 36 39 42 2T-3" F2 3fi 35 39 41 261•6" F2 37 35 39 41 25'•10" F2 38 35 39 Al 15'•2" FI 38 35 38 41 24'.8" F3 39 34 38 A0 Slael Cloverleaf W 8'4" Al 20 20 23 24 r-7" At 20 20 22 23 6'-II' Al 21 20 23 24 6'-5" A2 21 21 23 25 6'-0" A2 21 22 24 25 Sr-?' A2 21 22 25 26 5'•4" A2 22 23 25 27 5'43"' Al 22 23 26 27 4'•9" A2 22 24 26 28 4.6' A2 22 24 27 28 D6L Steel Cloverleaf AA 12'-I0" A2 23 28 25 27 12%3" 8 24 22 25 26 11'•8"' C 25 22 25 26 11'•I" C 25 21 24 2fi 10'-T' C 26 22 24 25 10'-3" C 26 22 25 26 W,11" D 27 73 25 27 9'-3" 0 27 2; 26 27 8'•1 L" D 27 24 2G 18 8'8" D 27 24 27 2R 4x31 Beam y 10'•4" A2 22 23 26 27 9'-3" A2 22 22 IS 26 8'•4" A2 22 22 24 26 7'.6" AI 27 21 24 25 G'•11" A2 22 22 24 25 67•5" A2 22 22 25 26 5'13" AZ 23 23 25 27 5'-6" A2 23 23 26 27 5'-T' Al 23 24 26 26 4'-11" AI 23 24 27 28 7xd I Awn 0. 38'•8a C 26 31 34 36 1G'•9" 0 27 30 33 35 IV, 3" D 27 29 33 35 13'-I1" D 21 29 32 34 11'-10" 0 27 78 31 33 12'-0" D 28 28 31 32 I1•4" 0 78 27 30 32 10'•5" D 38 27 30 31 9'411" D 78 26 29 31 91-C 0 28 26 29 3D Header trlb Min Post a Uplift Footing footing (in) Max Post Length S' Crib S' Min Post ■ uplift Footing in Fouling(In) Max Post Length 8' 12' is, Irib 9' Min Post e Uplift Footing n Footing(in1 Max Post Length trio Min Post T Uplift Footing in Fooling(in) Max Post Length 15' Wit !0' Min Post T UPW Footing FooUnp(In) Max Post Length S' 12' 1S' trlb 11' Min Post a Uplift Footing Footinglin) Max Post Length 5' trlb 2' Min Post Uplift Footing in Footing(In) Max Post Length 8' 12' 15' 1t16 Min Past Time uplitt Footing Faulfng(In) Max Post Length 8" 12' 5' lrib 1 ' Min Post Uplift Footing Factktg(In ) Max Post Length e' it& Min Post uplift Footing I Fooling fin) Max Post Len gth 5' on Slab On51ab 4%5" A2 4'•2" A2 3'•11" A2 3'•9" A2 31•6" A2 31•2- A2 2'•ll" A2 21-8" A2 2'"6"' A2 2'4" A2 0.042"x3"x8" N30 4'•4" A2 22 24 27 29 4'-1" A2 22 25 28 29 T11" Al 23 25 28 30 3%9" A2 23 26 28 30 3'-7" AI 23 26 29 30 3'•4" A2 23 27 29 31 3'•1" A2 23 27 30 32 2'•11" AI 23 28 31 32 2'-6" A2 23 28 31 33 2'•6" A2 23 29 32 34 Double 3'xS' N25 •7'.2" D 26 z 2S 29 6'•10" D 27 25 28 29 6'-7" D 27 25 28 30 6'-4" 0 27 26 28 30 61.21' D 27 26 29 30 5'•9" D 27 27 29 31 5'•S" D a8 27 30 32 19•1" D 28 28 31 32 WAD" D 28 28 31 33 4'4" D 28 29 32 34 Double 2"x6b25" N25 6'•7" C 26 24 27 29 6'-4" C 26 25 28 29 6'•I" C 76 25 28 30 51•11" C 26 26 18 30 T-V D 26 26 29 30 5'•S" 0 27 27 29 31 5'-1" 0 27 27 30 32 4'-10" D 27 28 31 32 4'•r' D 27 28 34 33 4'4" 0 28 29 32 34 5-S' Extruded Fascia L 4'•11.1 A2 23 14 27 29 A'-7" A2 23 25 28 29 4'-4" A2 23 25 28 30 4'-2" A2 23 26 28 30 4'•0" Q ;4 26 29 30 3'4" A2 24 21 29 31 3'-6" B 24 27 30 32 I'll ' 8 24 28 31 32 3'-0' B 24 28 31 33 2' 10" B 24 29 32 34 Calll"nia Famia 11110's 4'•8" AZ 23 24 27 29 4'•S" AI 23 25 28 29 4'-a" A2 23 25 28 3D 4'•1" A2 23 26 28 30 31111" A2 23 26 29 30 3'•7" A2 23 27 29 31 3'•4" A2 24 27 30 32 3111" A7 24 28 31 32 2'-11" B 24 29 31 33 2'•9" 0 24 29 32 34 Ala skan Fascia K 6'i" C 25 24 27 29 6'T' C 25 25 28 29 51,101, C 26 25 28 30 5'-7" C I6 26 28 30 5'3" C 26 26 29 30 C IS 27 29 31 4'-9" D 26 27 30 32 4'-6" D 27 28 31 32 4'-3" D 2728 31 33 4'•0" D 27 29 32 34 Classic Fascia F1 10'•3" E 30 25 28 30 91•10" E 30 25 28 29 9'-6" E 30 2S 28 30 T,3" E 30 26 28 30 S'-31" E 31 I6 79 30 8'-5" E 31 21 29 31 8'•0" E 31 27 30 32 7.7" E 32 2A 31 32 1'.2' E 32 28 31 33 6'•Il" E 32 29 31 34 16 IS Steel N%T 6'•2" C 2S 24 27 29 5"-9" C 25 25 28 29 51•5" C 25 25 28 30 5'4' C 25 26 28 30 C•11" C 25 26 29 30 4'•5" C 25 27 29 31 4'4" C 25 27 30 31 1.9" C 25 28 31 32 YLS" C 75 28 31 33 3'-3" C 25 29 32 34 14G Steel N%T 8'•A" D 28 26 29 31 T3" D 18 26 28 30 714" D 28 25 28 30 7'-0" 0 28 26 28 30 6'4" D 28 26 19 31 6'•0" D 26 27 29 31 5'•6" 0 28 27 30 32 5"•I" D 38 28 31 32 4'-91" 0 28 2S 31 33 4'•5" D 28 29 32 34 12 G Stec1C 119,T 13'-7" F1 33 30 33 35 Ir-W FI 33 29 37 34 i2'-6" FS 33 29 32 34 12'-1" FS 33 29 32 34 11"16" FS 33 28 32 33 10'•11" F3 34 28 31 33 10'•3" F] 34 28 33 32 9'-8" Fl 34 28 31 32 9'•2" Fl 35 26 31 33 6'-9" F3 35 29 I 34 rN-Q�_ Rouble l6 G Steel C 49. IN25,T 16'•1D" Fl 35 31 35 37 16'-2" F1 35 31 34 36 W-11" F1 36 31 34 36 15'•3" FL 3fi 30 34 36 1r-9" F1 36 30 33 35 13-11" F7 37 30 33 35 3B'•3" F2 37 79 33 34 12'-7" F2 37 29 32 34 12'4' F2 38 29 32 34 1l'•6" F2 38 29 32 34 -y 7 Double 14 G Steel C N9, H25, T 19'•4" F2 37 32 36 38 18'•8" F2 37 32 35 38 19'-2" F2 37 32 35 37 17.8" F2 38 32 35 37 IT -a" F2 38 31 35 31 16'•3" F3 39 31 34 36 LS'•6" F3 39 31 34 36 14'-10" F3 40 30 33 35 14'-3" F3 40 30 33 35 13'•9" F3 40 30 33 35 Double 12GStellC H9, N25,T a4'-1" ; IA-12 40 3n 38 60 23'•A" F3 40 34 36 40 22'4' F3 40 34 37 39 22'-I" F3 41 33 37 39 21'-61" F4 41 33 37 39 IW.W F4 42 33 36 38 IS'-7" F4 42 32 36 38 18'-10" Fd 43 32 36 38 l8'-2" F5 43 32 35 37 17-V FS 44 31 35 37 tJ 6 3 Steel Cloverleaf W 4'•4" A2 22 24 27 29 4'•1" A2 22 25 28 29 4'•0" A2 73 25 I8 30 3' 10" AI 23 26 28 30 3'-8" A2 23 26 29 30 3'S" A7 23 27 29 31 3'-3" AZ 13 27 30 32 4'-0 A2 23 29 31 31 2'•30" 1 33 2'-8" A2 2d 29 32 34 ! DBL Steelgwerleal AA ✓r-4- R 26 24 27 29 S'-1" 0 28 25 2a 29 T-10" 0 2a 25 I9 30 r•8" D 29 26 2B 30 7'•6 D 7 26 M 30 r•1" E 29 IT 29 31 6'•111" E 30 27 30 32 6'•6" E 30 28 33 32 6'•3" 1 33 6'.0" E 31 29 32 3d 1 4x31 Beam y 4'-7" A2 23 24 27 29 4'.4" A2 23 25 28 29 4'-2" A2 23 25 2S 30 3'-11' A2 23 26 28 30 3'-9" A2 23 26 29 30 3'•5" A2 23 27 19 31 3'-7" A2 23 27 30 32 2%11'" A2 23 2B 31 32 I'3" �2_328 1 33 2'•7" A2 I3 I9 32 34 �/3D1Zd�•47xAtBeam a 6-i6 D 2g 26 78 30 g'•5" D 28 25 28 30 8'A" D 28 25 28 30 7.8" D 29 I6 IB 30 7'.4" D 29 26 29 30 6'•9" 0 29 17 29 31 6'•3" D 29 27 30 32 S•30 D 29 Is 3l 32 5'-5" 1 33 5'•1' E 29 29 32 34 •' 1 h Amerimax Exterior Home Products Carl Putnam, P. 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Blgwal b!goo „p, H9noa) mgns -p- Bull9ol olgna _K "HOdl71gn0 _p• 8u pool nqn� •p, Sul loo} mgln ,.p_ Bmlpo) 91gn� ,p. Sulm; ngno j). 8uNooi o!qn� sa.ln;�n,llS pa143e;1V ao BulpueIsaa,ld a AaoaaxeD ualsa0:)iwslaS %OST =SS 31wslaS a 3anSOdx3 HdW OST AO 33ans0dx3 HdW CIET :paad5 puiAA ;sd SZ peol uglsaq ;ooa ;sd OT :peoj anll ;sd 0 :peol mouS puno.l� SHAW a110S UO3 3ZIS 9N11003 4NV 3dA11SOd EEJNI:)VdS 1SOd 0'S NO1133S .s SECTION 5.0 POST SPACING, Ground Snow Load: S.6 Header Oor4fl On Slab On 514b p.042"%3"K8' N30 Parhfe 3"x8' N25 Double 2"x6.62S" N25 546 Extrudird Fascia 1 C+Ilfornla Fascia N1a,G Alaskan Fascia K CIA Fascia }! 16 GSteel C NST 14GSleet C N4 T 12 G Steel C N9, T As25, Astable l6GSlce[[ N9•N7 Double 14 G51eef C NS"N75,T Double l2 G Steel C N9"N25,T Steel Clovcrlear W DBL Steel Clove FICA} AA 431 Beam y 7x41. Beam Q Header Detail On Slab On Slab 0,042"x3-r11' N30 Double 3"x8" N25 Double 2xx6.625' N25 5.5"Exxruded Facca L Callfoxnla Fascia N1D G Ala LkAr. Fascia K Classic Fascia R 36135tee1C N9,T 14G StedC N9 T 12G stool C 119 T Double 16 G Steel C N9, NIS. T 9auble 14 G 5teal C N9, N25, T Double 12 G Sleet C N%N25,T SIoN CFmeerleA} W OBI Hed Clovea9oaf AA 4x3I BCam y 7,41 Be- q POST TYPE AND 0 psf Live Cubic footing 18' Constrained trib Min Uplift Footing (in) Post Footing Max Post Length 3' 9' 2Z'•6" D S'-10" A] 2-3 29 31 32 13'-3" A2 27 32 34 36 ll'•la"' A2 26 30 32 33 9'-31" A2 ;4 27 29 30 9'•10" At 24 26 20 29 12', 0" A2 26 29 30 32 16'•3" C 29 31 33 35 15'•6" C 28 34 36 37 18'•6" C 30 35 37 39 26'•I" D 33 37 43 43 29'•5" E 35 40 42 Ad 3Y•SO" E 36 41 43 45 40'•0" F1 39 ■3 45 48 8'•7" Al 23 23 24 25 33%11" A2 27 26 27 28 IV-8" A2 25 2S 27 29 I7'-1" C 29 33 35 37 Crib Min Uplift Footing (in) Post Footing Max Post Length S.S. ".,aIn e' 1O' 12' 8'.1y" D 4'•3" A2 26 27 29 30 I.,. D 31 28 29 31 6145" C 3a 27 29 30 4'9" A2 27 27 Z9 30 4'-8" A2 27 27 25 30 6.". C 3D 27 29 30 1014' E 35 28 30 31 61•11" C 29 27 24 30 8'•Z" D 32 79 3a 32 13'•5" F1 38 33 34 36 16'•8" F1 41 34 3a 38 AT,2" F2 43 36 38 39 23'•11" F3 46 38 40 42 4'-3"' A7. 26 27 29 30 a'-3" 0 32 27 29 30 4"-7" A2 27 27 29 30 a'•9" D 33 28 30 31 FOOTING SIZE FOR Load: 10 psf cubic too ling'd- Constrained trib Min Uplift Footing (in) Post Footing Max Post Length 35' a 39`•S" D 1 W,0` AS 24 29 30 32 IT.2" A2 27 32 34 3S 30-11" A2 26 29 31 33 8'•11" R2 2S 27 28 30 B'40" A2 25 26 27 28 IV-11" A2 26 28 30 31 15`•6" C 30 31 33 34 13'•10"' C 29 33 35 3fi 26'-9" C 30 34 36 3s IVW' E 34 38 40 42 27'•1" E 36 39 41 43 )0'J" E 37 40 42 44 37'•9" F1 40 42 45 47 T•0" Al 24 22 23 24 12'41" B 28 2S 27 28 9W' 6" A2 75 25 26 28 16'•9" C 30 33 35 37 trib Min Uplift Fdoting(Ihl Post Footing Max Post Length S' e n 8' 0' 7'•6" D 4'-1" A2 26 28 29 31 6'•10" 0 31 28 2D 31 6•4" C 30 28 29 31 4"•6" A2 27 28 79 31 4"-Sp' A2 27 28 29 31 610 C 30 28 29 31 9'•10" E 35 28 29 31 V-5r C 29 28 29 31 r•s" D 32 2B 30 31 12'•11" IF 38 32 34 36 16'•1" Fl 41 34 36 38 18"-7' F2 43 35 37 39 23'•2" F3 46 37 AO 41 4'•1" A2 26 26 29 31 6'-1" D 33 28 29 31 4-4-AZ 27 28 29 33 1 B'4" D 33 28 19 31 SOLID COVERS Roof Design Load cubic tooNng'tl' Constrained trlb Min Uplift Footing (in) Post Footing Max Post Length /' a' ]Y 17'-0" D 7'•4" Al 24 28 3D 31 IV-11' B 28 33 33 34 ](Y-1" A2 27 29 31 32 S'-2" A2 2S 26 28 29 e'•1" A2 25 25 25 28 10'-1" A2 27 27 29 30 14'"10"' C 31 33 32 34 1Y•7" C 29 32 34 35 15'•Y' D 31 34 36 37 21'-I0" E 35 37 39 41 25'•1" E 36 38 AD 42 26'•4" F1 38 39 42 44 34'-10" Fl 41 41 44 46 T-1" At 24 2-3 24 25 12'-1" L 29 25 26 27 W-7" A2 25 24 2.6 27 15'•8" D 33 33 35 36 Ida Min Uplift Footklg(in) Post Footing Max Post Length 9. n 8` to. T-2" D 3"•11" 'A2 20 Ia 30 31 6'•7" D 24 28 30 31 6'-1" C 23 28 30 31 4"4" A2 21 18 33 31 4'-3" A2 20 28 30 31 5'-10" C 23 28 30 31 9'�V' E 27 28 30 31 5•5" C 22 28 30 31 7'•4" ❑ 25 28 30 31 12115" Fl Z9 32 34 35 15'•7" Fl 32 34 36 37 18'-]" FZ 33 35 37 39 22'-7" F3 36 37 39 3'-I1" A2 2a 28 30 31 7'-10" 0 25 I8 30 31 4'•1" A2 20 2B 30 31 7'-11" D 25 22 30 31 28 tnb 4.' 15`•1" 6'-9" Ia'4" 7i" V-151 T.5" 9'•5" 14"-o" 31'•4" 33'•11" 20'•3" 23'•B" 26'•S" 32'-ld' W-T' 117.4" 7`-9" 14'-�{" trlb IV 6'•9" 3'•9" W-4' 5'-11" 4'-2" 4%1" 5'-7" T-2" S%r 6'•il" IY•O" 1S'•2" 1T•7" 3'-10" T-S" 3'•SI" 1 7'•T' psf Min Post a ❑ A2 C A2 A2 A2 A2 D C 0 E E Fl F1 A2 C A2 D Min Post o D A2 D C A2 A2 C E C D Fl Fl F2 F3 A2 D A2 0 Wind Speed: cubic loot ing'd" Constrained Uplift Footing (in) Footing Max Post Length n B' t0' 24 27 29 30 26 31 32 34 27 28 30 31 25 26 27 28 25 24 26 27 27 27 28 30 31 30 32 34 29 31 33 3s 31 33 35 36 35 36 38 40 37 38 40 d2 39 39 Al 43 41 41 43 45 24 23 2S 26 29 24 26 27 26 24 25 26 31 32 34 35 Uplift Foollitg(!nl Footing Max Post Length In S' 3Y 26 29 30 12 31 29 30 32 31 29 30 32 27 29 30 32 27 29 3a 32 30 29 30 32 35 29 30 32 29 19 3C 32 32 29 30 32 39 32 33 35 42 34 36 37 44 35 37 39 47 37 39 43 26 29 30 32 33 29 30 32 27 29 30 32 33 29 30 3; 140 MPH EXPOSURE C cub" rootng -d" Constrained trib Min Uplift Footing (in) Post Footing Max Post Length S' T in S' a SY 1,3'•7"' D 6`•4" A2 25 M 28 30 9`•10" C 29 30 32 33 W-11" B 28 28 30 31 7'•0" A2 26 2S 27 28 6•11" A2 26 2A 25 27 Ir-10" B 28 26 78 29 13'•3" 0 32 3D 32 33 1O'-3" C 29 30 32 34 12%11" D 31 32 34 36 39'-0" E 36 36 38 39 ZT-4" Fl 3g 37 39 41 2S'•3" Fl 39 36 40 42 31'•1" F2 42 40 43 45 64•2" A2 25 24 25 27 l0'A"' C 30 24 25 27 T-2" A2 26 24 25 27 13'•3" D 32 31 33 35 IHb Min Uplift Footing (in) Post Footing Max Post Length IO.i' T e W Sal SZ' C-5" D 3`-T' A2 20 29 31 32 6'•1" D 24 29 31 37 V41" D 23 29 31 32 4"�0" A2 21 29 31 32 T-II" A2 21 25 31 32 5'•5" C 23 29 31 32 W.Iv E 27 29 31 32 W-11" C 22 29 31 32 �•7" 0 25 29 31 32 Il'•T' Fl 30 31 33 35 14W3 F1 32 33 a$ 37 17'•1" F2 34 35 37 38 22.5" F4 36 37 39 41 V-e A2 20 29 31 32 T.5" D 26 29 31 32 13' ]" A2 20 29 31 32 1 T-3" D 25 29 31 32 or 160 MPH EXPOSURE B cubic fooling'a' Constrained tnb Min Uplift Footing (In) Post Footing Max Post Length .S'aaaaaaaain IV 7' lY-4" 0 5'•11" A2 25 26 28 29 9'4" C 29 30 n 33 B'-5" C Ia 2a 29 33 6'•6" A2 26 25 26 27 6'-5" AZ 26 25 26 27 8'-3" B 28 26 7A 29 12'•e" D 32 29 31 33 9'-4" C 29 30 31 33 1T•1" D 32 32 3A 35 17-10" E 36 35 37 39 21'-2" Fl 38 37 39 4D 24'-0" Fl rt0 38 4D u 29'-Sp'' F2 43 40 42 44 5'•9` A2 25 25 26 27 10r•3" C 30 25 26 77 6•7" A2 26 25 26 27 12'•4" D 32 3] 33 34 trr3 Mtn Uplift Foatlpg(in) Post Footing Max Post Length 11' 7 r hr 11 W 12, 6'-2" D 3`-S" A2 26 29 31 33 5'•If" 0 32 29 31 33 51•6' D 31 29 31 33 T,10" A2 27 29 31 33 3%9" A2 27 79 31 33 5'•3" C 30 29 31 33 T".1 E 36 29 31 33 4'-8" C 29 7.9 31 33 6'-4" D 32 29 31 33 W-3" FI 39 31 33 34 L4-C' F2 42 33 35 37 16'-8" F2 A5 34 36 38 20'•11" F4 48 36 39 40 T-6" A2 27 29 31 33 T-3" E 34 29 31 33 3r-7" A2 27 29 31 33 T-0" 0 33 29 31 33 trib 6' 11'-4" 5'•6" 8'.10" e1•0" 6'•I" 6"•0" T-111" 1Y-1" 8'•6" IV4' 10-10" 20'•2" 22'-11" 28'•4" Sr-V 9'•10" W-V 11' 6" trlb 11.5' 5'-11" I--" 5'•9'" S1•5" 3'•9" 3'•7" 5'•1" 8'-5" 4"•5" W-V' 10'-11" IT-11" I6'•3" 2Cr•6" T-5" T-1" 1 3'•5" 6'-9" Seismic Ss= 150% cublclooling"d" Constrained Min Uplift Footing (in) Post Footing Max Post Length T 8' 10' 12, D A2 25 26 28 29 C 29 29 31 32 C 29 27 29 30 A; 26 25 27 28 A2 26 75 27 28 C 28 26 27 VI D 33 29 31 32 C 29 29 31 32 D 32 31 33 35 E 36 34 36 39 FS 39 36 38 40 FS 40 37 39 41 N 43 39 42 44 A2 25 25 27 28 C 31 25 27 28 A2 M a-, 7 26 O 32 30 32 34 Min UI)M Footing (in) Post Footing Max Pos[Length a in 8' 1 IV D A2 26 30 31 33 D 32 30 31 33 D 31 30 31 33 A2 27 30 31 33 A2 27 30 31 33 C 30 30 31 33 E 36 30 31 33 C 29 30 31 33 D 32 30 31 33 F1 39 31 33 34 F2 43 33 3s 36 F3 45 34 36 36 F4 48 36 38 40 AI 27 30 31 33 E 34 30 31 33 A2 27 30 31 331 0 33 3D 31 33 trib 10'•5" 5"•3" 8'•5" T-8" 5'-10" 5',T' 7"•6'r Il'-B" 7'•11" IV-9" W-l" 19'S" 2Y•2" 2T•S" S'•Y' 9r4" I'll, 10'-11" trlb 12' 5'-8" 3"•2" 5'•7" T-3" 3'•7" T-6" 4'-ll" 8'-2" 4'-3" T-T SO'-T' 13'•7" 1 15'-11" 20'•0" 3'•4" 6'•I1" V-4" 1 6'•6" Min Post T Al A2 C C A2 A2 C ❑ C D E Fl Fl F2 A2 0 A2 D aaaaa31 Min Post a 0 A2 P D A2 A2 C E C D Fl F2 F3 F4 A7 E A2 D Seismic Desil cubic oolln8'd' Constrained Uplift Footing (In) Footing Max Post Length In 8" 10, 12, 25 26 27 28 30 29 31 32 29 27 29 30 26 26 27 28 26 26 27 28 29 26 27 IL 33 29 31 32 29 28 3a 32 32 31 33 34 37 34 36 38 39 36 38 40 Al 37 39 41 44 39 41 43 25 26 27 28 31 26 27 28 26 26 27 28 30 32 33 Uplift Fowinii(In) Footing Max Post Length rn try 12" 27 30 32 33 32 30 32 33 31 30 32 33 28 30 32 33 27 30 32 33 31 30 32 33 36 30 32 33 29 30 32 33 32 30 31 33 119 31 32 34 43 33 35 36 45 34 36 38 49 36 3B 40 27 30 32 33 34 30 32 33 27 34)3' 32 33 39 30 32 33 n Cate a D cubic fool Ing "d" Constrained tdb Min Uplift Footing (in) Post Footing Max Post Length T T 0' 9'-e" D n T-Op' A2 26 26 28 29 8'•1" C 30 29 30 32 71•4" C 29 27 28 30 5'-0" A2 27 25 2.8 29 V-S" A2 26 26 2a 29 7-1' C 29 26 28 29 11'-3" D 34 29 30 3; T•4" C ;9 28 30 31 10r•0" D 32 30 32 33 15"-4" E 37 34 36 37 18'-8" FI 40 35 37 39 21'•3" FS 42 37 39 41 26'•5" F2 45 39 41 43 4'•11" A2 26 26 28 29 5'•2" D 31 26 28 29 5'-5" A2 2fi 2fi 28 29 10'-3" D 33 29 31 33 Inh Min Uplph Fooling lln) Post Footing Max Post Length IV 4 in 8' 19' 12' 5'-2" D 3'0" A2 27 31 32 34 5'•3" D 32 31 32 34 5'-7' D 31 31 32 34 3'4" B IS 31 32 34 54' A2 27 31 32 34 4',B'r D 31 31 32 34 7'-15T' E 37 31 32 34 3r41" C 29 31 32 34 S'-4" D 32 31 31 34 lDr-a" PI 40 31 32 34 13'•Dr" F2 43 32 34 36 15'-3" F3 45 34 36 37 19'•3" F4 49 36 3S 40 3'-2" A2 27 11 32 34 W-8" E 35 31 32 34 •1" A2 27 31 32 34 1 6'-1" O 34 31 32 34 trib 9'•1" 4'•9" T•$" 7-1"' 5'-3" S'-1" 61•10'" 10'•Ia" 9'.4W30" 9'•/" IW-117 1T-11" IO'6" 25'•6" 4'111" 8'•10" 51•1" 9•B' 11ib 14" 4'•16" 2'•10" S'-0" 4'-4" 3'-2" 3'-1" 4'-5" 7.5' V-15" 51-01 9'•6" 12'-4" 14'•8" Ila-7" Z'•Irr 5-5" 2'-10" 5118" Freestanding or cubic fooll.Ir W Constrained Min Uplift Footing (in) Post Footing Max Post Length aaaaaa8' 0' II' D A2 26 27 26 29 C 30 28 30 31 C 29 27 28 29 A2 27 27 26 29 A2 26 27 28 29 C 29 27 24 29 E 3l 28 iD 31 C 29 27 29 30 D 32 30 31 33 E 38 33 35 37 FS 40 35 37 39 Fl 42 36 38 40 F3 45 38 AO 42 A2 26 27 28 29 D 32 27 2B 29 A2 26 27 29 29 D 33 29 31 32 Min Uplift Footing (in) Post Footing Max Post Length Y r fn 8' IT 12' D D 27 31 33 35 D 32 31 33 35 0 32 31 33 35 6 28 31 33 35 A2 27 31 33 3S O 31 31 33 35 E 37 31 33 35 C 29 31 33 35 0 32 31 33 35 Fl 40 31 33 35 EZ 44 32 34 35 F3 46 33 35 37 F4 50 3S 37 39 A2 27 31 33 35 E 35 31 33 35 A2 27 31 33 3S D 34 33 33 15 Attached Structures cubic Foaling WTable Constrained trib Min Uplift Footing (in) Post Footing Max Post Length 8' lie e 4'•4" A2 26 27 29 30 7'•4" C 31 28 30 31 6'-T' C 30 27 29 30 5'•a" A2 27 27 29 30 4'40" A2 27 27 29 30 61-6" C 29 27 29 30 1D'•6" E 34 2B 30 31 6'•5" C 29 27 29 30 8'-S" D 3Z 29 31 32 14'•0" Fl 38 33 35 36 1T•3" Fl 40 35 37 38 I9'•10" FZ 42 3b 3B 40 14'-e" F3 46 E. 40 42 4'-0" A2 26 77 29 3D 8r•7" D 32 27 29 3D 4'-10" A2 26 27 29 30 S' V 11 33 29 30 32 Ground Snow Load: 0 psf Live Load: 20 psf Roof Design Load 35 esf Wind Sp eed: 140 MPH EXPOSURE C or 160 MPH EXPOSURE B Seismic Ss= 150% Seismic Design Category D Freestanding or Attached Structures Table 5.6b cede loll On Slab On Slab 0.042"x3"x$" N30 Dvubie 3°x8" N25 Double 2"r6.625' N25 5,5" Extruded Fascia L California F.sc1. N10 G Alaskan Fascia K Classic Fascia H 16 G Steel C 119, T 14 G Steel C 119. T 12G SIMC N9,T Double 16 G.SteelC N%N25,T Double 14 G Steel C N9, N25, T Dbuble 1; G Steel C 719, N25, T Steel Cloverl-1 W DBL 61 eel Cloverleaf AA 4x31 II y 7x41 Beam Q ei Cr esai On Slab On Slab 0.042`x3 W N30 Double rxS" N25 bowls. 2"x6.52S" N2s 5-5'� Exl hided Fascia L California Fascia N1a. G Alaskan Fascia K Classic FAW4 H 16 G Sleel C N9 T 14G SI eel N9,T 12G Steel N9,T Double 16 G 5trel C N9 N25,T Double 14 G Steel C N9, N2S,T Double 12 G Steel C N9, N25"T 51"]Clove'leaf W COL. Ste rl Cloverleaf AA 4x3 1 Beam y 7g41 Beam q Amerimax Exterior Home Products 28921 US Hwy 74 Romoland, CA 92586 trib 2' 17'-30" 9'-9' 14"-5" 17'•11" 10'•Il" IW-Ili" 13'-1"' 16'-3" 3T•3" 204.61, 28'•S" 31'•3" 33'•3" 37"-10" T-S" 14'•e" 12'•0" I8'•11" Ida 3'-Sp' 4'•1" 6'-M'" fi' a" 4'•7"' 4'-Sp' 6'-I" W-11V 9 s"-" 7'•9" W-w. 16"-2" W-S" 23'•4" 4.4' I.".. 4'-0'" I.V. Min Post B Al A2 A2 Al At A2 A2 8 C D D E E Al Al A2 C Min Post 4 8 A2 1) C A2 A2 C E C D F1 Fl F2 F3 A2 D A2 D WWC faGling "d" Constrained Uplift Footing (in) Foating Max Post Length In 8' 21 30 33 3S I4 33 37 39 23 31 34 36 22 28 31 33 22 21 30 32 23 29 32 34 25 31 35 37 26 35 38 41 27 36 40 42 30 39 44 46 31 40 45 47 32 41 45 46 33 42 47 50 21 23 26 27 24 26 29 30 23 27 29 31 26 34 38 40 Uplift Footing[Pnl Footing Max Post Length 2' 1 24 26 29 31 I8 27 30 32 2B 26 29 31 25 26 29 31 2$ 26 29. 31 27 26 29 31 32 ;8 33 32 21 26 29 31 30 28 31 33 35 32 36 3s 3g 34 38 40 40 35 39 41 43 37 41 44 24 26 29 31 30 2629 33 25 26 29 3) 30 2S 31 33 Carl Putnam, 3441 Ivylink Lynchburg, trio Min Post 7 14"-3" B 8'•7" At 32"•11'" A2 11'-7" A2 9'•7" A2 9r•6" A2 11'•8" A2 15'-1- C W-O" C 171.11" C 25%4" E 284'•8" E 3l'-0•' E W-3" F1 e'J" At 13'-7' A2 10'-4" A2 17'40' C Lrlb Min Post e 4'-9" B 3'•11" A2 6'-T' D 6'•1" C W-0a A2 4'•3" A2 F4111" C 7-6" E 51•5" C T-0" D IY•S" Fl I5'-7" Fl W,I' F2 221-7" F3 3'-11" A2 T-10" 0 4'-1" A2 T•21" 0 aaaaa P. E. Place VA 24603 cubkfoatleg'd" Constrained Uplift Footing (in) Footing Max Post Length !n 1 22 29 32 34 25 32 36 38 24 3a 33 35 1?3 27 30 32 23 26 29 31 24 28 32 33 26 31 34 36 21 33 37 39 28 35 39 41 31 38 42 45 33 39 44 A6 33 40 45 47 35 42 46 49 22 I2 25 7G 25 25 28 30 23 26 28 30 28 34 37 40 Upfik Footing(ln) Footing Max Post Length In 8' 12' IS' 24 27 29 31 29 27 30 32 28 27 29 31 25 27 29 31 25 27 29 31 28 27 29 31 32 27 30 32 27 27 29 31 3a 28 31 33 36 32 35 37 38 34 37 40 40 35 39 41 43 37 41 44 24 27 29 31 3027 29 31 25 27 29 31 31 28 31 32 trlb id'-10'" 7'-7' W-T' I0'•5" 8'-6" B'•S" 141•5" 14'•3" 13'-I" IS"-9" 2T•7" 26'-0" 29'-2" 33'•3" 7'•5" 12'•5" T-11" 3G'•/" It'll) 4••5" 3'•8" 6'•3" 5'•10" 4'-1" 4'-0" 5'0 5.1" 5'-1" 61•so" 11"-11" 15'•0" 1T•5" 21'•10r" 3"•0" T-7" T40" 7'-6" Min Post B At B Al A2 A2 A2 C C D E E F1 Fl Al C A2 0 Min Post i B A2 D C A2 AZ C E C 0 Fl Fl F2 F3 A2 D A2 D cubic rowing "d" Constrained Uplift Footing (in) Footing Max Post Length 8' S' 22 28 31 33 26 31 35 37 25 29 32 34 23 Z5 29 31 23 2S 28 30 25 26 31 32 IZ 30 34 36 7.7 32 36 30 28 34 38 40 32 37 41 44 33 38 43 45 35 40 44 46 36 41 45 48 22 22 24 26 26 25 28 Z9 23 25 27 29 29 33 37 39 Uplift Footing (inI Footing Max Post Length n 1 15' 24 27 30 32 29 27 3D 32 28 27 30 32 25 27 3D 32 25 27 30 32 28 27 30 32 33 27 30 32 27 27 30 37 30 27 30 32 36 32 35 37 39 33 37 39 41 35 39 41 44 37 41 43 24 27 30 32 31 27 30 32 25 27 30 32 31 27 90 32 trib .S' 10'•2" 5'-1a" 10'-7" 9'-7" T•7" 7"4" Slip' ]3'•6" 11'-7" 14"-1" 20'•6" 23'•10" 26'•11" 31"•7" 6'-8" 17'-6" 7'-12' 14'-7" Itk4 -S' A'•T" X-15" 6"0" Y•7" T-11" 3'-10" S'•4" 8'•9" 4'-9" 6'-5" 11"-5" 14'•6" 16110" 21'•2" 3r•T' TJ" 3'$" Y-Sp' Min Past Y r B A2 C AZ A2 A2 A2 D C D E E Fl F1 A2 C AZ 0 Min Pos[ B e A2 D D A2 A2 C E C D Fl F2 92 F4 A2 D A2 D Cubic fooling'd" Constrained Uplift Footing (in) Footing Max Past Length In 8' I' 23 27 30 32 26 31 34 36 25 28 32 33 23 26 28 30 23 24 27 29 25 27 30 32 28 30 33 35 27 31 35 37 29 33 37 39 33 36 40 42 34 38 42 44 36 39 43 45 38 40 45 47 22 22 24 26 27 24 27 29 24 24 26 28 29 37 36 38 Uplift FMPng linj Footing Max Past Length 8' 24 27 30 32 29 27 30 32 26 17 30 32 25 27 30 32 25 27 30 32 28 27 30 32 33 27 3a 32 27 27 30 32 30 27 30 32 36 31 35 37 39 33 37 39 41 34 38 40 44 37 40 43 25 27 3C 32 31 27 3D 3; 25 27 30 32 31 27 30 32 trib 4' 8'•11" W-S" 9'•9" 60.30" 6'-13" 64•10" 81•4" W-11' 10'-1" 12r40" IB'•9" 22"•Y' 25'•L" 30'•3" 6'-1" 104" 7'-3" 13'4' ]nb 9' 3'•1]" 3'•4" 5'3" S'•5" 3'•9" 3'-T' 5'-1" W-S" 4'•6" W-I" 10'41" 14"•0" 16'•4" 20'•6" 3'-5" T-2" 3'-0" fi'•9" Min Past H A2 C B A2 AI B b C D IF Fl FS Fl A2 C A2 D Min Post B A2 D 0 A2 A2 C E C b Fl F2 F2 F4 A2 E A2 D cubic rooting "d" Constrained Uplift Footing (in) Footing Max Post Length In 23 27 30 31 27 3C 33 35 26 28 31 33 24 25 28 29 24 24 26 28 26 26 29 31 29 30 33 35 27 30 34 36 29 32 36 38 33 35 39 42 35 37 41 43 36 38 42 45 39 40 44 47 23 23 25 27 27 i4 27 70 24 23 26 27 29 31 3s 37 Uplift Footing (in I Footing Max Post Length in 8' 15' 24 28 31 33 29 22 31 33 Z9 28 31 33 25 78 -Al. 33 2S 26 31 33 28 28 31 33 33 28 31 33 27 28 31 33 30 28 31 33 36 3] 34 36 39 33 36 39 41 34 38 40 A5 36 40 42 25 28 31 33 31 78 31 33 25 28 31 33 31 28 31 33 trib 4.5' 7`•11" S'•9" T-I' a'•3" 61•4" W-3' W-l" 12'-5" S'•11" 11'•9" I7M•5'" 20j.4" 23'•7" 29'•1" V-7' 10'-1" 6'-5" 12'-0" Irlb 9.S' 3'•9" 3'•2" 5'•6" W' 2" 31•7" 3'-6" 4"•11" T-211 4"•3" 5,9'" 10'•6"' 13'-6" 35'•1a"' 204-0" 3'•4" 6-41" 3'-3" 6'•5" Min Post a B A2 C C A2 AZ C D C D E PI F3 F2 A2 C A2 D Min Post T e B A2 D D B A2 C E C 0 1;1 F2 F3 F4 A2 E A2 0 CvEic footing "d" Constrained Uplift Footing (in) Footing Max Post Length m 5' 7$ 76 2F 31 27 29 33 35 26 27 30 32 24 24 27 29 24 ;M 26 27 26 26 29 30 30 29 33 34 27 29 33 34 29 31 35 37 34 35 39 41 36 36 40 43 37 36 42 44 40 40 44 46 23 23 26 27 28 24 26 28 24 23 26 27 30 31 34 3S Uplif! Footing(an) Fooling Max Post Length 8' 25 28 31 33 29 28 31 33 29 28 31 33 25 28 31 33 25 28 31 33 28 28 31 33 33 28 31 33 27 28 31 33 30 28 31 33 36 31 34 36 40 33 36 38 42 34 Ill40 45 36 40 42 25 28 31 33 32 28 3133 25 28 31 33 31 28 31 33 trib S T-1" T.4" 8'•7" T•1a" 5'-11" 5'•10" T-T' 11'•10" VQ" 10'-11" i6'•4" IT.I?r NW- 2T-T' 5'-3" 9'•T' 5'-11" 11'•1" Inb a' 3' 6" 3'•1' S'4" S`-1" 3'•Sa 3'•4" 4'•9" T.11" 4'•1" 5'•G" IV-2" 13'•Y' 15"•5" 19'-6" 3'•Y' 6r•9" 3"-2" 6'-Z" Min Post e 9 A2 C C Al A2 C 0 C ❑ E Fl Fl F2 A2 D A2 D Min Post 8 A2 D D 8 A2 D E C D F1 F2 F3 F4 Al E A2 D cubic footing "d" Constrained Uplift Footing (in) Footing Max Post Length in 8' 23 26 89 3111 27 29 3; 34 27 27 30 32 24 24 27 28 24 24 27 28 26 26 28 30 31 29 32 34 27 29 32 34 30 31 34 36 34 34 38 40 36 36 40 42 38 37 41 43 41 39 43 46 23 24 27 28 2a 24 27 28 24 24 27 28 30 36 33 35 Uplift Foaling{In) Footing Max Post Length 8' 25 29 32 34 30 29 32 34 29 29 32 34 25 29 32 34 25 2B 32 34 28 29 32 34 34 29 32 34 27 29 32 34 30 29 32 34 37 30 34 M. 40 32 36 38 42 34 37 40 AS 36 40 42 25 29 32 34 32 29 32 34 25 29 32 34 31 29 32 34 trib 5 5` W-5" 5'-T 8'•1" 7.4"' 5'-4" S'•5"' T•Yr 11'•3" 7'-A" 10'-0•' 15'•4" 1$'•6" 21'-3" 26'-S" 4'•11"' 9••Y" V-5' 101•3" Irl T,4" T-11" 5'-2" 4'41" 3'•3" 3r-V 4'•7" 7•8" 3'-30" 5'-2" 9'-10" 12'4' 15'4' 19'-0. 3'-1" 6'•7" 3'•0" 5'•13" Min Post T B A2 C C A2 A2 C D C D E F3 FS F2 A2 D Al 0 MM Post r B A2 D D B A2 D E C D FS F2 F3 F4 A2 E A2 0 cubic. looking "d' Constrained Uplift Footing (in) Footing Max Post Length in 8' S' 24 4 29 30 28 29 37 30 27 27 30 31 24 25 27 29 24 25 21 29 27 25 28 29 31 29 32 34 27 28 31 33 30 30 33 35 34 34 37 39 37 35 39 41 38 37 41 43 41 39 43 4S 24 25 77 29 29 25 27 29 24 25 27 29 30 29 33 34 Up' Fooling(lnl Footing Max Past Length i 25 29 32 34 30 29 32 34 29 29 3I 34 26 29 32 34 25 29 32 34 28 19 32 34 34 19 32 34 27 29 32 34 30 25 32 34 37 30 33 35 40 32 36 38 42 33 37 39 46 36 39 42 - 29 32 34 32 29 32 34 25 29 32 34 31 28 32 34 trib 5"-31" 4' 8` 7'•7' T-0" 5'•2" 51•1" 6'-9" IWr 9" 6119" 91•1" 14'-5" W-9" W-41" 25'4" 4'•7" g'-4" 5110" 9•7" 1Nh IV 3'-2" Y•1L7' 5A" 4r•9" 3'•Y' 3'-V 4'-5" 7"-5" T-8" S'-0" V-W 12'-4" 14%r IV4T I'-11" 1 6.5" 2'-Sap' 5.9' Min Post T o S A2 C C A2 At C E C D E Fl F2 F3 A2 ❑ A2 D Min Post T S A2 ❑ D B A2 D E C D F3 F2 F3 F4 AZ E A2 D cubic footing "d" Constrained Uplift Footing (in) Footing Max Post Length in 8' 12' S' 24 25 28 29 28 Ia 31 33 27 26 29 31 25 25 28 29 2A 25 Ia 29 27 25 28 29 31 28 31 38 27 27 30 32 30 30 33 35 35 33 37 39 37 35 39 41 39 36 40 42 d2 38 42 45 24 25 28 29 29 25 28 29 24 25 28 29 30 29 32 34 Upll![ Foaling (an} Footing Max Post Length In 12' 1S' 25 29 33 34 30 29 33 34 29 29 33 34 26 29 33 34 25 29 33 34 29 29 33 34 34 79 33 34 27 29 33 34 30 29 33 34 37 30 33 35 40 32 35 37 43 33 37 39 46 35 39 41 25 29 33 34 32 29 33 34 25 29 33 34 31 29 33 3A tnb 5.5' 4'J" T•I" 6'•8" 4'•10" W-1i" W-4" IW4' 6'-3" ar•5" 13`•$" 16'-117 19"-5" 24'•2" 4'•4" 8'•5" 4%8" 1.".. [lib 1 .S' 3'• 1" 2'$' 4'-I0" -1`4" 31•01" 2' I I" 4' 3•' T•Y' 3'•6" 4'4' 9"•2" 12-4- 14'•3" 18'•2" Y •SD' 6"•3' Y•9" S"•5" Min Post B A2 C C A2 A2 C E C D F1 Fl F2 F3 A2 D A2 D Min Post T B A2 D D B A2 D E C D f1 F2 Q43 F5 A2 E AZ A cubic fool"'d" Constrained Uplift Footing (in) Footing Max Post Length in 12' S' 24 26 28 30 28 28 31 33 28 26 29 30 25 26 28 30 25 26 28 30 27 26 28 30 32 28 31 33 27 27 30 31 3D 25 32 34 35 33 36 38 38 35 38 AO 39 36 AD 42 42 38 42 44 24 26 28 30 30 26 28 30 24 26 28 30 30 28 31 33 Uplift Foolirta [In] Footing Max Post Length 5' 25 30 33 35 30 30 33 35 29 30 33 35 26 30 33 3s 25 30 33 35 29 30 33 35 34 30 IS 35 27 30 33 35 30 30 3335 37 30 33 3S 41 32 35 37 33 37 34 46 35 39 41 25 30 33 3S 33 30 33 3 75 3D 33 3 30 33 n }� A� V •Y"7 •`.n l" C�8 - V F�, Mn �L XI'; 87 I2019 '� � 1 IVl F (434)384-2614 l CA�,�q�� calputnam@comcast.net ICC ESR 1398 (2015 IBC) 1/12/2017 Page 44 of 84 May 27 2017 t 10 S LOZ— IOdN i sain}ona}S 01}0d }uodmON ao; S1N s io a uo! oauu❑ Spod luauodwoo,3,, dO/f 38 HM 989M VO'PuelOWOol s13na08d 3 W 0 H 801tl31X3 -VL AMH sn 1MSZ '(MulbaLur J,-NO S1INn Q3H3ViiV NVdS TI❑NIS 6l63-1d wn-ly 91-6909) 9NIi003 60 9V-lS 01 iS❑d 9NIi03NN❑3 d❑3 i3A0ddS 8N WS -1IV13a 33S ON11003 80 8VIS „-V 1N31VAInD3 80 83HSVM 0 t ° a e °v a q°, o6 aNV a3SW3 ,2 /M Q161 dS3 v o-' ° °° ° ; 33I) NOH3NV Zl l�❑g AIMA "°e I TH -1331S SSTINIV1S NO a3ZINVA-lV9 0,1 a❑ .1 13>1:DV 9 0N11003 'Wfl'i'd S31` ld301S 1SOd ,,z/ l 9 X„Z IS X„ i dW0}S s,a99ui6u3 L 60Z LZ AeW „9Z=P 01 do S9N11003 803 MIS HOV3 SM380S OS *l# Nnoi 0,mo `d 'Wmv -VCH--V00C) 830b3H (13WN IJOA708 „Z/l 9 �N } f 00'£ —I 'SS3NAOIHl NI f .M' IVNIWON 00'2 s29't SI `dIOS`d3 301S 9L'0 '""4 I-- S29'T SlHD13H 13NVd ,S'E aNV s'a 1.2 8❑3 SlHE)I3H -13NVd 1N3d33dIa E b03 a3llDN 3(l NVO VIOSV3 929'T J� � f do'T I — �l S29'T o —1 —I ooS'T I— 0 1HO18 lb' 310N 33S V8 40 Z9 96ed 4.s0d .Aap-oaH ,8 x .£ x .21r0'O T217 80 023, 3lHV1 33S lau,od l-o An}:)n q}S --/ 3/0 19 a SWS Ot# OTN 80 M '2N 'TN W❑NA VIOSV3 12'b NO 023, 3-19Vl N3d SN3aV3H 3❑ d01 01 H3VllV „3/❑ ,£ 00 9 du a SwS 2/txe# u OS'Z ,tea ,5'0 f „Z6'0 a „S6'0 �- „Zo =a t,EHb00S N8I0.0« N 9CHt,00E N8TO'O=:� -13Ndd id-i3 Wfl-ld N9x.S'2 -1Idi3Q VIOSd3 1�1❑dM3N SN sllnl ua4-jDN Ja:�3'021 .9'9 x .2 Z6OVZ6/L (091 9W) 8681 HS3 001 NDI133NN03 �J3Qd3H O 01 -13Ndd H3IMQNdS �N NiAS -lVi3W .IapoaH r r + + + t + + + + r + + + • r + 4 r + r + + + + + + + + + + + f r + + + + + 4 + + + + + 4 4 } + f + + + + + 4 f } 4 } 4 4 + + 4 4 + 4 + 4 f } } + + 4 + + f + } } } + + + 4 4 f } + } } + + + + f + + ♦ + 4 4 + } + + ♦ + + + + f } } } + + + 4 + } } + + 4 4 4 f } } + 4 } } + } + + + + f + ♦ + } } 4 + } ♦ + + + + + 4 4 f + + f + + + + + + + + } 4 4 4 + } f } } + } + + f } } + + + + 4 + f + + } + f + + } + + + + + + + + + ♦ + + t + + + } } 4 4 + } } } + + 4 4 + 4 + + + } 4 4 f f + + + + r + + } + + + + + + f } + + 4 ♦ + + + } + 4 + + + f + + } + + + f r + + + + + + } f + } + + } + 4 } + + + + + + 4 + + + } + + + + f } + + + } } } } f + + + } + + + + + 4 + f } } } } + . . f } + } + } 4 4 f } } + + 4 4 +r + f + } + } } f 4 + } + + + ♦ 4 } + } } + + } } } } + + f + ♦ r } } + + + 4 . + + 4 + + + + 4 + + + + + + + + } + + + + + f + + + 1217 NO 021, 3-lSV1 bad S213aV3H 3❑ d❑1 01 H3VllV 3/0 X a V?3S3 001 iN321�jn0 /M swS .2/Txe# �3Ndd H01MOMdS 32100 VIVOH 000'9 —� 090-T 5;2S'0 VJJ VJ1 ❑NIISIX3 HEM Jk-ldW00 01-lVN0ISS330dd E9E'0 00012 N❑IS3Q Q3�13iSI93�1 d 3❑ 3sn 3Hi 3dlint)3a 8961 osE'0 1-IIM S-13NVd H3IMQNVS 3�1❑0 W'd❑3 3❑ 3Sfl —I — 962'0 092'08 £ST'08 S2T'0a 5;2voN SL8'0 -- 266'0 t,BHt,OOs✓ N81 0'0« 98Hb00E N8TO'0=� �� 73Ndd lb'73 wn-iv N9x,2 0/0 19 a SWS OT# 2,5" om COVER PANEL SEE TABLE 4.21 I 7 75' j ENCLOSED IN DETAIL N30 TYPICAL 12 (t= 0.105') or 16 Go, (t=I 0,059") 0.875" 1 TYP. N9 STEEL "C"— t CHANNEL HEADER (STEEL A-653 Fy=50 KSI) f���6 #10 SMS @ 6" ❑/C 4.656 1,000 - 0,0750 T 2.000 f 4.043 CALIFORNIA FASCIA N 10 (ALUM 6063 T6) 3' x 3' METAL POST EIGHT #14 SMS TWO 3/8' X5' LAG DETAIL N8 SCREW W/ 1'0 STEEL O THESE DETAILS ARE LIMITED TO WASHER ONE ON 0 0 140 mph EXPOSURE B AND 120 mph EACH SIDE OF POST Exp C FOR 10 PSF AND 150 MPH EXP C FOR 20 PSF D❑UGLAS FIR LUMBER FLOOR N 12 J❑IST OR HEADER ATTACHED STRUCTURE POST TO DECK FLOOR JOIST 9 3' ALUM SQUARE POST 3.00" t=0,024" 30041-134 t=0,040' 31051-126 ICC ESR 1398 (2015 IBC) 1/12/2017 — 3.00" 0.024" OR 0.040" TYR 3"— 6" 6" or a" IL- I 3"-6' 1 0.28 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—H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) -^ 0.21• STEEL (FY - 33 KSI) e• BRACKET IS 1.094' WIDE r 2X13 LEDGER BOARD (Doug F1r) ALUM PANEL HANGER TOP MOUi L— SEETABLE 7.3 SEE GENERAL NOTE /23 /140.5• screws 111► _.O,- #143.5• strews FOR FASTENERS MIN GAP BETWEEN LEDGER AND R F TO ALLOW DRAINAGE TOP MOUNT BRACKET ASTM A500 GRADE B STEEL POST N17 SEE GENERAL NOTE #9 FOR C❑RR❑SI❑N PR❑TECTI❑N Page 63 of 84 0.024"— 0.024" 6 5/8' 0.0243' -04 3' 13' SQUARE COLUMN (3004-H34 ALUM. ALLOY) N 1 6 2' x 6.5' SIDEPLATES (3004-H34 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL EXISTING EAVE OF WOOD FRAMING 0.125"x1.5"x1.5" � z:�j STEEL (Fy = 33 KSI) BRACKET. 1 " SPACING BETWEEN SCREWS #14X1.5" SCREWS 6 PLACES _ Live MAX "L" FOR TOP Load I IOR SIDE MOUNT Wind Speed (psf) and Exposure 16" o/c 24"o/c 10 110 mph Exp B 19•4" 12'-10" 115 mph Exp B 17'-10" 111-101, 130 mph Exp B 14•-2" 9--6-- 140 mph Exp B 12•4" 8•-2" 110 mph Exp C 16•-2" 10.4. 115 mph Exp C 1,v-10•• 9•-10'• 20 130 mph Exp C 1r-4" 7'•6" 1 140 mph Exp C 10•-3'• 6-10" TOP MOUNT BRACKET NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR C❑RR❑SI❑N PR❑TECTI❑N 1.5" II-0.125' �u i T L 5' l STRUCTURAL PANEL 4" N 18 ALTERNATIVE EAVE ATTACHMENT 2x OF LEDGER BOARD J SIDE MOUNT BRACKET EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL N21 ALL HOUSE PENETRATI❑NS MUST BE COMPLETELY AND PERMANENTLY SEALED C 6139 /30l2019 * Amerimax 28921 US Hwy 74 C EXTERIOR HOME PRODUCTS Romoland,CA 92585 EJN:T:S E/CP May 27 2017 Engineer's Stamp Component Farts & [;onnection for Newport Patio Structure; NP02-2015 7 1n 2of4 JV 10 2 133H5, I 9LOZ-2OdN _ sa In On l of o .^'q- to dWDIS s,aaauibu3 SIJo}a0 uoJ10auuo0 2R s3Jod lueuodwoa:3111 S1N 3,vas dO/r38 ;B mil 999Z6 VO`PuelOWO�l stal(IQ all d 3w0H aala3tx3 tiLAMH sn Lz6sz Xt?Lulj;oUa -13NVd lvdn10ndis � O oiiv 'Wniv -VCH- I _ A,-• _ J/ b30NVH 03W?30 13Mdd .2T 60d 3/0 .2T S13NVd •Z90' .9 810d 3/0 .9 .05'£ 80 9NI3'ddS .OS'Z DNIAO SO l O iq Slit S'L 318V1 33S x L VI .S29'T IN18i `d10S`d3 3ALV80030-31b'N2I313'd 8ZN 1081 aouvjn 03Wa03110a „Z/L 9 Xuz '00 �tz ao „9 L 0 831dy8 'wniv NZ L X.Z/ L 9 X„z 13A3VNH wnNIwn-id S1E909 ��-0E- SWS .b/E X bT# --�Il-_ .8L0' 1•a•L I .SL'Z "0-� -'- 6L 'OZ LZ n, b8 b0 79 GIBed �� y .TE= 3ZIS 3NI1❑❑A 13I-idn XVW iA1 �� ❑I133NN❑3 �J3QV3H /' d WnIV Tian❑Q bZN f 9 M:lI-AG N3 S31Vf d3GIS H11M Xi i UffldMS lSOd wm'd /❑ .t,2 wniv „z/l 9 X„Z ® .ex.Ex.obo'o l I 301S HOV3 lsod wmd SWS bl# .Ex.Ex.0b0'a I WEN �Pd13Q) d3Q'd3H .8X.E 30Sn❑Q 5 N (TEN I'd13Q) Sd3GV3H .929'9X,2 3-iHn❑Q w1for. 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Bracket 608 SMS � 1 �4" LAG B I SCREW OR D 0 D Q I #14 SCREW PER d 4 � ❑ I 2.5" MIN TABLE 7.5 0,024' 3' x 8' Header #1 3• x s' Header #2 ANC4'p. .' (0,042') 0032 3" D TV ❑ = or � 2' x 6' Side Plate °O 0,040' In 9IJ #14 SMS #14 SM C 4 I 3• x 8• Header CONTINUOUS 2x DF WOOD LEDGER CONCRETE FOOTING N31 I I OR PROVIDE SIMPSON STRONG TIE d N3o 3"x3" POST I l 3"x3" Posr MSTA36 (ICC ESR 2105 AT SPLICE 3/8" x 9" STEEL REBAR EMBEDDED AT "B" HEADE� RAFTER & SIDEPLATES ! I 2xs.5" SIDEPLATE LOCATION) (3004—H34 ALUM. ALLOY) COVER W/ 0.019" ALUMINUM d < 38" B = 9' ( 04 RH34 ALUM. 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