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BPAT2023-1029
BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 12/22/2023 ISSUED DATE: 01/05/2024 Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: Patio Cover 80415 SEGOVIA VIEW WAY BPAT2023-1029 766150016 Lot 24 MB 411/23 TR 31249 $5,280.00 RL, 24 Owner:Cantera Residence Cantera Residence Applicant:Andrew E Fisher 75178 GERALD FORD DRIVE SUITE 2B, PALM DESERT, CA 92211 Contractor:Andrew E Fisher / 937811 75178 GERALD FORD DRIVE SUITE 2B, PALM DESERT, CA 92211 Declaration / Acknowledgement PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER-BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors’ State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 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 Contractors’ State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] 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).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors’ State License Law does not apply to an owner of property who, through employees’ or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors’ State License Law. As an Owner-Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner-builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the WORKERS’ COMPENSATION DECLARATION (1, 2 or 3) 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. 1) Has and will maintain a certificate of consent to self-insure for workers’ compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has 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. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that, if should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being 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 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. 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. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 1/5/24 8:15 pm Page 1 of 4 Permit Type: Permit Number: Property Address: Patio Cover BPAT2023-1029 80415 SEGOVIA VIEW WAY BUILDING PERMIT construction lender preliminary notice from that duty. Printed: 1/5/24 8:15 pm Page 2 of 4 Permit Type: Permit Number: Property Address: Patio Cover BPAT2023-1029 80415 SEGOVIA VIEW WAY BUILDING PERMIT 352SF TRELLIS PATIO COVER AT SOLID YARD [ALUMAWOOD] . 2022 CALIFORNIA BUILDING CODES. Alumawood Patio Structure Solid Freestanding 16' Projection x 22' Length Use of Permit Construction Details -1Each Additional Patio Cover fee3 0Each Additional Patio Cover fee -1Each Additional Patio Cover fee2 1Number of Pre-Engineered Open Patio Covers 0Number of Pre-Engineered Enclosed Patio Cover(s) 0Number of Engineered Patio Cover(s) 0Number of Receptacle/Switch/Lig ht(s) RLZoning Within La Quinta LimitsCity Limits TR 31249Subdivision Name 24Lot Number 1621.68Lot Size Lot 24 MB 411/23 TR 31249 Legal Description 96869Centerlines Valuation Details Type Group Sq Ft Value Financial Information Fee AmountFee Amount PaidInvoice No. INV-00003499 $1.00 Building Standards Administration $1.00 $0.69 SMI - Residential $0.69 $120.83 Patio Cover, Pre-Approved Standard, Open PC $120.83 $8.00 Technology Enhancement Fee $8.00 $6.63 Credit Card Convenience Fee $6.63 $12.00 Digital Archiving and Records Management Fee - OTC $12.00 $122.66 Patio Cover, Pre-Approved Standard, Open $122.66 $271.81 $271.81 Total for Invoice INV-00003499 Grand Total for Permit $271.81 $271.81 Workflow / Inspections Workflow Step / Action Name Action Type Start Date End Date Application Completeness Check v.1 12/26/2023 10:27 12/26/2023 10:27 Submittal Document Verification v.1 Generic Action 12/26/2023 10:27 Plan Check v.1 12/26/2023 0:00 01/05/2024 8:58 Building Review (1 Day) v.1 Receive Submittal 12/26/2023 0:00 01/05/2024 8:58 Permit Issuance v.1 01/05/2024 8:59 01/05/2024 12:15 Contractor / Owner-Builder Information v.1 Generic Action 01/05/2024 8:59 Verify & Invoice Fees v.1 Generic Action 01/05/2024 8:59 Verify Fee Payment & Issue Permit v.1 Generic Action 01/05/2024 12:15 Print, Attach, and Email Building Permit v.1 Create Report 01/05/2024 12:15 01/05/2024 12:15 Patio Cover Inspections v.1 Footing v.1 Inspection Printed: 1/5/24 8:15 pm Page 3 of 4 Permit Type: Permit Number: Property Address: Patio Cover BPAT2023-1029 80415 SEGOVIA VIEW WAY BUILDING PERMIT Framing v.1 Inspection Roof Nail v.1 Inspection Final Inspections v.1 Final Patio Cover v.1 Inspection Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. Inspections A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Certificate of Occupancy A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Service Utilities Printed: 1/5/24 8:15 pm Page 4 of 4 Revision Narrative Letter PERMIT NUMBER: BPAT2023-1029 Add (6) puck lights, (1) dimmer switch, (1) fan j-box to patio cover. Electrical underground work was already permitted and inspected through Teserra Outdoors pool permit. 01/05/2024J.ANAYA BPAT2023-1029 352SF TRELLIS PATIO COVER AT FRONT YARD [ALUMAWOOD] . 2022 CALIFORNIA BUILDING CODES. (1) Fan J-box (6) Can Lights (1) Dimmer Switch for Lights 02/27/2024J.ANAYA BPAT2023-1029 REV1- ADD [8] ELECTRICAL FIXTURES POINT OF CONNECTION AT EXISTING ELECTRICAL STUB OUT PREVIOUSLY APPROVED UNDER POOL PERMIT. Amerimax Exterior Home Products AlumawoodTM Patio Cover, Carport and Commercial Structure Engineering 2021 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2021 GENERAL NOTES GN02-2021 1 PAGE PROFESSIONAL ENGINEERING STAMPS PAGE 2 PAGES SC01-2021 SOLID PANEL STRUCTURAL CONFIGURATIONS SC02-2021 ALUMAWOOD STRUCTURAL CONFIGURATIONS 4 PAGES SECTION 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 38 PAGES SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVERS 4 PAGES LT01-2021 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2021 LT03-2021 LT04-2021 7 PAGES SECTION 4.0 SOLID COVER PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 51 PAGES SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS 4 PAGES NP01-2021 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02-2021 NP03-2021 NP04-2021 9 PAGES CD01-2021 COMPONENT PARTS AND CONNECTION DETAILS CD02-2021 CD03-2021 CD04-2021 CD05-2021 CD06-2021 CD07-2021 CD08-2021 CD09-2021 11 PAGES Misc1a-2021 MISCELLANEOUS DETAILS Misc1b-2021 MISCELLANEOUS DETAILS Misc2-2021 FAN BEAM DETAILS Misc3-2021 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc4a-2021 7.0 ALTERNATIVE FOOTING TABLES Misc4b-2021 7.0 ALTERNATIVE FOOTING TABLES Misc5a-2021 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES Misc5b-2021 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES Misc6-2021 7.0 FORCES ON EXISTING STRUCTURES Misc7-2021 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS December 16, 2022 Misc8-2021 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS Ground Snow Load: 10-60 psf Wind Speed: up to 120 mph Exp C Digitally signed by Carl M Putnam Date: 2023.01.09 12:52:41 -05'00' ICC ESR 1398 (2021 IBC) 12/16/2022 Page 1 of 133 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 2 of 133 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 4 of 133 SECTION 1.0 LATTICE COVER INSTRUCTIONS AND POST TABLES Table 1.2 Post Description Max POST GENERAL INSTRUCTIONS FOR THESE TABLES Hgt Type Detail 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE Twin 0.060"x1.5"x1.5" Scroll 10' A1 AC 2.CHOOSE PROJECTION (DIMENSION PARALLEL W/ RAFTERS), WIDTH (DIMENSION PERP TO RAFTERS) AND OVERHANG OF UNIT 0.040"x3"x3" Aluminum Post 10' A2 L4 3.DETERMINE WIND, LIVE (OR GROUND SNOW LOAD) AND Ss (see Gen Not #3) OF STRUCTURE SITE 0.042"x3"x8" Aluminum Post 11' A3 L1 (PATIO COVERS USE 10 PSF MIN, CARPORT & COMMERCIAL UNITS USE 20 PSF MIN)0.024"x3"x3"Post with 0.024" Sideplates 10' B L24 4.a. DETERMINE IF RAFTERS ARE SINGLE OR MULTISPAN.CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS TABLE 1.1 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 0.040"x3"x3"Post with 0.024" Sideplates 10' C L24 ADEQUATE CLEARSPAN FOR YOUR NEEDS.OVERͲ PROJECTION OF SINGLE SPAN STRUCTURES (FT)Clover 0.030"x3"x3" Alum 11' D L11 b. FOR AN ATTACHED STRUCTURE, CONFIRM THE ALLOWABLE SPAN BASED ON THE RAFTER SUPPORT DETAIL.HANG 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22'Clover 0.040"x3"x3" Alum 11' E L11 c. DETERMINE THE RAFTER TO HEADER FASTENING REQUIREMENTS 0'3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11'0.040"x3"x3"Post with 0.032" Sideplates 10' F L24 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 1.1 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 0.5'3.25' 3.75' 4.25' 4.75' 5.25' 5.75' 6.25' 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.3' 10.8' 11.3'Colonial 0.062" Extruded 11' G AE 6.LOCATE HEADER TABLE IN SECTION 2.0 W/ CORRECT PARAMETERS 1'3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5'0.041"x3"x3" Steel Clover 11' H1 L11 a. GROUND SNOW LOAD, SEE GEN NOTE #3 1.5'n/a 4.25' 4.75' 5.25' 5.75' 6.25' 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.3' 10.8' 11.3' 11.8'0.041"x3"x3" Steel Clover 10' H2 L11 b. LIVE LOAD, SEE #3 ABOVE 2'n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12'0.041"x3"x3" Steel Clover 9' H3 L11 c. BASIC DESIGN WIND SPEED, SEE GEN NOTE #3 2.5'n/a n/a n/a n/a n/a 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.25' 10.8' 11.3' 11.8' 12.3'0.041"x3"x3" Steel Clover 8' H4 L11 d. WIND EXPOSURE, SEE GEN NOTE #3 3'n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5'0.041"x3"x3" Steel Clover 7' H5 L11 e. SEISMIC Ss, SEE GEN NOTE #3 3.5'n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.25' 9.75' 10.25' 10.75' 11.3' 11.8' 12.3' 12.8'1/8"x3"x3" Steel Square 12' I1 L21 f. ATTACHED OR FREESTANDING 4'n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13'1/8"x3"x3" Steel Square 10' I2 L21 g. TRIBUTARY WIDTH 4.5'n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 11.8' 12.3' 12.8' 13.3'3/16"x3"x3" Steel Square 12' J1 L21 haͲe ARE SET BY YOUR LOCAL BUILDING AUTHORITY 5'n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 13' 13.5'3/16"x3"x3" Steel Square 10' J2 L21 7.CHOOSE A HEADER FROM TABLES IN SECTION 2.0 THAT HAS ADEQUATE POST SPACING. FOR PATIO COVERS SUPPORTED BY CONCRETE SLABGOT TO STEP SLAB7 3/16"x4"x4" Steel Square 15' K1 L21 8.DETERMINE FOOTING SIZE 3/16"x4"x4" Steel Square 12' K2 L21 USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET 3/16"x5"x5" Steel Square 15' L1 L21 a. STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE 3/16"x5"x5" Steel Square 12' L2 L21 b. TABLES L1 AND L2 ON SHEET Misc5 ARE SATISFIED 3/16"x6"x6" Steel Square 15' M1 L21 c. GO TO #9a TO DETERMINE POST TYPE Table 1.3 IF EITHER aORbARENOT TRUE THEN:Uplift Constrained d (in) d. CHOOSE CONSTRAINED FOOTING SIZE FROM SECTION 2.0BASED ON THE POST HEIGHT d (in)16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 e. USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE 14 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 f. CONSTRAINED FOOTINGS MUST USEDETAILL29ORM5 15 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 g. GO TO 9b 16 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 9.DETERMINE POST TYPE 17 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 a.IF BOTH 8a AND 8b ARE TRUE THEN USE POST SHOWN IN TABLE IN SECTION 2.0 UNDER 18 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 MIN POST TYPE.CROSS REFERENCE LETTER CODE W/ TABLE 1.2 19 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 IF THIS POST'S MAX HEIGHT IS TOO SHORT, UPGRADE THE POST.20 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 EXAMPLE: IF POST CODE FROM SECTION 2.0 IS H3, WHICH HAS A MAX HEIGHT OF 9' BUTA 10'21 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 ISDESIREDTHENUPGRADEPOSTTOTYPEI1 22H1H1H1H1H1H1H1H2I1I1I1 I1 I1 I1 I1 J1 J1J1J2J2J2J2J2J2K2K2K2K2K2M1M1M1M1M1 b.IF EITHER 8a OR 8b ARE NOT TRUE THEN:23 H1 H1 H1 H1 H1 H1 H1 H2 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND 24 H1 H1 H1 H1 H1 H1 H1 H3 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 CONSTRAINEDFOOTINGONTABLE1.3 25H1H1H1H1H1H1H1H4I1I1I1 I1 I1 I1 I1 J1 J1J1J2J2J2J2J2J2K2K2K2K2K2M1M1M1M1M1 example 1:A 40" UPLIFT FOOTING AND A 20" CONSTRAINED FOOTING 26 H1 H1 H1 H1 H1 H1 H1 H5 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 ARE REQUIRED.POST TYPE "H4" IS REQUIRED.TABLE1.2SHOWSPOSTTYPE 27H1H1H1H1H1H1H1H5I1I1I1 I1 I1 I1 I1 J1 J1J1J2J2J2J2J2J2K2K2K2K2K2M1M1M1M10 "H4" TO BE A 0.041"X3"X3" STEEL CLOVER POST WITH A MAX HEIGHT OF 8'. 28 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 example 2:A20"UPLIFTFOOTINGANDA40"CONSTRAINEDFOOTING 29H1H1H1H1H1H1H2I1I1I1I1 I1 I1 I1 I1 J1 J1J1J2J2J2J2J2J2K2K2K2K2K2M1M1M1M10 ARE REQUIRED.POST TYPE "K2" IS REQUIRED.TABLE1.2SHOWSPOSTTYPE 30H1H1H1H1H1H1H3I1I1I1I1 I1 I1 I1 I2 J1 J1J1J2J2J2J2J2J2K2K2K2K2K2M1M1M1M10 "K2" TO BE A 3/16"X4"X4" STEEL POST WITH A MAX HEIGHT OF 12'.31 H1 H1 H1 H1 H1 H1 H3 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 10.DETERMINE HEADER TO POST OR EXISTING STRUCTURE REQUIREMENTS 32 H1 H1 H1 H1 H1 H2 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 11.USE THE APPROPRIATE DETAILS (L1ͲL34) ON SHEETS LT01 TO LT04 33 H1 H1 H1 H1 H1 H2 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 12.UPLIFT FOOTING MAY CHANGE SHAPE (ROUND, SET DEPTH) OR REDUCE SIZE USING TABLES 7.8, 7.9, 34 H1 H1 H1 H1 H1 H3 H5 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2K2K2K2M1M1M1M10 7.10, 7.11 AND 7.12.35 H1 H1 H1 H1 H2 H3 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 13.CONSTRAINED FOOTINGS MAY CHANGE SHAPE OR BECOME NONCONSTRAINED USING TABLE 7.8 36 H1 H1 H1 H1 H2 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 K2M1M1M1M1 0 CONSTRAINED FOOTINGS MAY BE REDUCED IN SIZE USING TABLE 7.12 37 H1 H1 H1 H2 H3 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 38 H1 H1 H1 H2 H3 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 39 H1 H1 H2 H3 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN 40 H1 H2 H2 H3 H4 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 SLAB 7.FROM THE APPLICABLE TABLE IN SECTION 2.0, USE THE SMALLER OF THE POST SPACING "ON SLAB"41 H2 H2 H3 H3 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 ORHEADERPOSTSPACING 42H2H3H3H4H5I1I1I1I1I1I1I1 I2 J1 J1 J1 J2J2J2J2J2J2K1K2K2K2K2K2M1M1M1M1M10 SLAB 8.BOTH 8a AND 8b MUST BE TRUE 43 H3 H3 H3 H4 H5 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 9.FOLLOW 9a FROM ABOVE 44 H3 H3 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 10.FOLLOW 10 AND 11 FROM ABOVE 45 H3 H4 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 11.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 TO DETERMINE "ON SLAB"POST 46 H4 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 POST SPACING REQUIREMENTS INSTEAD OF SECTION 2.0.HEADER POST SPACING REQUIREMENTS 47 H4 H5 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 ARE STILL DETERMINED FROM SECTION 2.0 48 H5 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 49 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 50 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 51 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 52 I1 I1 I1 I1 I1 I1 I2 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 6 of 133 3' 3.5'0' ND OVERHANGHHANGGHHANGHGGHANGHANGHANGGHANGHHHANGHANGHGGHGGGHHGHGHANGGHHANGGGGHANGGGHANGHANGGGHHHHHGGHHGG OF UNIUUUUUNUNUUNIUUUNUNIUNIUNIUUUUNUNUNUNIUNIUUUNUNUUNUNNNNIUNUUUNINNNNUNUNNNUNUNNNNUNNNNNUNIUUUUUUNINUNINNITTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT AT H HAS H H H H H H H H H TA DETAIL. OVERͲ HANG 6' 7' SECTION 4.0 SOLID COVER PANEL SPANS FOR FREESTANDING COMMERCIAL AND PATIO STRUCTURES 2.5" x6" Super Six (Single Span) DetaiL N3, A 3.5"x12" Super 12 (Single Span) Detail D 2.5" x 12" Mark X (Single Span) Detail B 2"x6" Flat Panel (Single Span) Detail N2, C 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 Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 100 110 115 100 105 110 115 (psf) (in) 100 110 115 100 105 110 115 (psf) (in) 100 110 115 100 105 110 115 (psf) (in) 100 110 115 100 105 110 115 Amerimax Exterior 10 0.018 12'-0'' 12'-0'' 11'-7'' 11'-7'' 11'-3'' 11'-0'' 10'-8'' 10 0.018 12'-1'' 12'-1'' 11'-4'' 11'-4'' 10'-8'' 7'-11'' 7'-4'' 10 0.018 7'-7'' 6'-10'' 6'-7'' 6'-10'' 6'-6'' 6'-3'' 5'-11'' 10 0.018 10'-7'' 10'-7'' 9'-5'' 9'-0'' 8'-9'' 8'-7'' 8'-3''Home Products 0.024 15'-9'' 15'-9'' 15'-3'' 15'-3'' 14'-10'' 14'-5'' 13'-10'' 0.024 14'-7'' 14'-7'' 14'-2'' 14'-2'' 13'-9'' 13'-5'' 13'-0'' 0.024 11'-2'' 11'-2'' 10'-10'' 10'-10'' 10'-6'' 8'-4'' 7'-11''0.024 13'-2'' 13'-2'' 12'-11'' 12'-11'' 12'-8'' 12'-5'' 12'-3''28921 US Hwy 74 0.032 17'-4'' 17'-4'' 16'-11'' 16'-11'' 16'-8'' 16'-4'' 16'-1''0.032 17'-2'' 17'-2'' 16'-7'' 16'-7'' 16'-2'' 15'-8'' 15'-4''0.032 13'-7'' 13'-7'' 13'-4'' 13'-4'' 13'-1'' 12'-10'' 12'-7''0.032 14'-5'' 14'-5'' 14'-2'' 14'-2'' 13'-11'' 13'-8'' 13'-5''Romoland, CA 92585 0.036 17'-11'' 17'-11'' 17'-7'' 17'-7'' 17'-3'' 16'-11'' 16'-8''0.036 18'-4'' 18'-4'' 17'-9'' 17'-9'' 17'-3'' 16'-9'' 16'-4''0.036 14'-1'' 14'-1'' 13'-10'' 13'-10'' 13'-7'' 13'-4'' 13'-1''0.040 15'-6'' 15'-6'' 15'-2'' 15'-2'' 14'-11'' 14'-8'' 14'-5'' 15 0.018 10'-8'' 10'-8'' 10'-8'' 10'-5'' 9'-2'' 9'-0'' 8'-8'' 15 0.018 9'-2'' 8'-4'' 7'-11'' 7'-7'' 7'-1'' 6'-9'' 6'-4'' 15 0.018 7'-4'' 6'-10'' 6'-7'' 6'-8'' 6'-5'' 6'-3'' 5'-11'' 15 0.018 9'-2'' 8'-9'' 8'-7'' 8'-5'' 8'-1'' 7'-11'' 7'-8''Carl Putnam, P. E. 0.024 14'-1'' 14'-1'' 14'-1'' 13'-9'' 13'-5'' 13'-1'' 12'-10''0.024 13'-0'' 13'-0'' 13'-0'' 12'-9'' 12'-5'' 12'-2'' 11'-10''0.024 9'-8'' 9'-3'' 9'-1'' 8'-11'' 8'-6'' 8'-4'' 7'-11''0.024 12'-3'' 12'-3'' 12'-3'' 12'-0'' 11'-10'' 11'-7'' 11'-4''3441 Ivylink Place 0.032 16'-1'' 16'-1'' 16'-1'' 15'-10'' 15'-7'' 15'-4'' 15'-1''0.032 15'-4'' 15'-4'' 15'-4'' 14'-11'' 14'-7'' 14'-3'' 13'-11''0.032 12'-7'' 12'-7'' 12'-7'' 12'-5'' 12'-3'' 12'-0'' 11'-10''0.032 13'-5'' 13'-5'' 13'-5'' 13'-2'' 13'-0'' 12'-10'' 12'-7''Lynchburg, VA 24503 0.036 16'-8'' 16'-8'' 16'-8'' 16'-5'' 16'-2'' 15'-11'' 15'-8''0.036 16'-4'' 16'-4'' 16'-4'' 16'-0'' 15'-7'' 15'-3'' 14'-11''0.036 13'-1'' 13'-1'' 13'-1'' 12'-11'' 12'-8'' 12'-6'' 12'-4''0.040 14'-5'' 14'-5'' 14'-5'' 14'-2'' 13'-11'' 13'-9'' 13'-7''(434) 384-2514 20 0.018 9'-6'' 9'-2'' 9'-0'' 8'-10'' 8'-6'' 8'-5'' 8'-3'' 20 0.018 7'-7'' 7'-1'' 6'-9'' 6'-7'' 6'-1'' 5'-11'' 5'-9'' 20 0.018 6'-8'' 6'-5'' 6'-3'' 6'-2'' 6'-0'' 5'-10'' 5'-9'' 20 0.018 8'-5'' 8'-1'' 7'-11'' 7'-9'' 7'-6'' 7'-5'' 7'-3''carlputnam@comcast.net 0.024 12'-10'' 12'-10'' 12'-10'' 12'-7'' 12'-4'' 12'-1'' 11'-10''0.024 11'-10'' 11'-10'' 11'-10'' 11'-8'' 11'-5'' 11'-2'' 11'-0''0.024 8'-11'' 8'-6'' 8'-5'' 8'-3'' 7'-11'' 7'-10'' 7'-8''0.024 11'-4'' 11'-4'' 11'-4'' 11'-1'' 10'-10'' 10'-8'' 10'-6'' 0.032 15'-1'' 15'-1'' 15'-1'' 14'-11'' 14'-9'' 14'-6'' 14'-4''0.032 13'-11'' 13'-11'' 13'-11'' 13'-8'' 13'-5'' 13'-2'' 12'-11''0.032 11'-10'' 11'-10'' 11'-10'' 11'-8'' 11'-6'' 11'-4'' 11'-2''0.032 12'-7'' 12'-7'' 12'-7'' 12'-5'' 12'-3'' 12'-2'' 12'-0'' 0.036 15'-8'' 15'-8'' 15'-8'' 15'-6'' 15'-3'' 15'-1'' 14'-11''0.036 14'-11'' 14'-11'' 14'-11'' 14'-7'' 14'-4'' 14'-1'' 13'-10''0.036 12'-4'' 12'-4'' 12'-4'' 12'-2'' 12'-0'' 11'-10'' 11'-8''0.040 13'-7'' 13'-7'' 13'-7'' 13'-4'' 13'-2'' 13'-0'' 12'-10'' 25 0.018 9'-4'' 9'-0'' 8'-10'' 8'-8'' 8'-6'' 8'-3'' 8'-2'' 25 0.018 7'-4'' 6'-9'' 6'-7'' 6'-4'' 6'-1'' 5'-9'' 5'-7'' 25 0.018 6'-6'' 6'-3'' 6'-2'' 6'-1'' 6'-0'' 5'-9'' 5'-8'' 25 0.018 8'-3'' 7'-11'' 7'-9'' 7'-8'' 7'-6'' 7'-3'' 7'-2'' 0.024 12'-10'' 12'-10'' 12'-7'' 12'-4'' 12'-1'' 11'-10'' 11'-10''0.024 11'-10'' 11'-10'' 11'-8'' 11'-5'' 11'-2'' 11'-0'' 11'-0''0.024 8'-8'' 8'-5'' 8'-3'' 8'-1'' 7'-11'' 7'-8'' 7'-7''0.024 11'-4'' 11'-4'' 11'-1'' 10'-10'' 10'-8'' 10'-6'' 10'-6'' 0.032 15'-1'' 15'-1'' 14'-11'' 14'-9'' 14'-6'' 14'-4'' 14'-4''0.032 13'-11'' 13'-11'' 13'-8'' 13'-5'' 13'-2'' 12'-11'' 12'-11''0.032 11'-10'' 11'-10'' 11'-8'' 11'-6'' 11'-4'' 11'-2'' 11'-2''0.032 12'-7'' 12'-7'' 12'-5'' 12'-3'' 12'-2'' 12'-0'' 12'-0'' 0.036 15'-8'' 15'-8'' 15'-6'' 15'-3'' 15'-1'' 14'-11'' 14'-11''0.036 14'-11'' 14'-11'' 14'-7'' 14'-4'' 14'-1'' 13'-10'' 13'-10''0.036 12'-4'' 12'-4'' 12'-2'' 12'-0'' 11'-10'' 11'-8'' 11'-8''0.040 13'-7'' 13'-7'' 13'-4'' 13'-2'' 13'-0'' 12'-10'' 12'-10'' 30 0.018 8'-10'' 8'-6'' 8'-5'' 8'-3'' 8'-2'' 7'-11'' 7'-10'' 30 0.018 6'-7'' 6'-1'' 5'-11'' 5'-9'' 5'-7'' 5'-3'' 4'-4'' 30 0.018 6'-2'' 6'-0'' 5'-10'' 5'-9'' 5'-8'' 5'-6'' 5'-5'' 30 0.018 7'-9'' 7'-6'' 7'-5'' 7'-3'' 7'-2'' 7'-0'' 6'-10'' 0.024 11'-10'' 11'-10'' 11'-10'' 11'-8'' 11'-5'' 11'-3'' 11'-1''0.024 11'-0'' 11'-0'' 11'-0'' 10'-9'' 10'-7'' 10'-5'' 9'-6''0.024 8'-3'' 7'-11'' 7'-10'' 7'-8'' 7'-7'' 7'-4'' 7'-3''0.024 10'-6'' 10'-6'' 10'-6'' 9'-8'' 9'-6'' 9'-3'' 9'-1'' 0.032 14'-4'' 14'-4'' 14'-4'' 14'-2'' 14'-0'' 13'-11'' 13'-9''0.032 12'-11'' 12'-11'' 12'-11'' 12'-8'' 12'-5'' 12'-3'' 12'-1''0.032 11'-2'' 11'-2'' 11'-2'' 10'-11'' 10'-9'' 10'-7'' 10'-5''0.032 12'-0'' 12'-0'' 12'-0'' 11'-10'' 11'-8'' 11'-7'' 11'-5'' 0.036 14'-11'' 14'-11'' 14'-11'' 14'-9'' 14'-7'' 14'-5'' 14'-3''0.036 13'-10'' 13'-10'' 13'-10'' 13'-7'' 13'-4'' 13'-1'' 12'-11''0.036 11'-8'' 11'-8'' 11'-8'' 11'-7'' 11'-5'' 11'-4'' 11'-2''0.040 12'-10'' 12'-10'' 12'-10'' 12'-9'' 12'-7'' 12'-5'' 12'-4'' 35.7 0.018 8'-3'' 8'-2'' 8'-0'' 7'-10'' 7'-8'' 7'-7'' 7'-5'' 35.7 0.018 5'-9'' 5'-7'' 5'-5'' 4'-7'' 4'-4'' 4'-2'' 4'-1'' 35.7 0.018 5'-9'' 5'-8'' 5'-7'' 5'-5'' 5'-5'' 5'-4'' 5'-2'' 35.7 0.018 7'-3'' 7'-2'' 7'-1'' 6'-10'' 6'-9'' 6'-8'' 6'-6'' 0.024 11'-3'' 11'-3'' 11'-1'' 11'-1'' 10'-11'' 10'-9'' 10'-7''0.024 10'-5'' 10'-5'' 9'-10'' 9'-6'' 9'-5'' 9'-3'' 9'-0''0.024 7'-8'' 7'-7'' 7'-6'' 7'-3'' 7'-2'' 7'-1'' 6'-11''0.024 9'-8'' 9'-6'' 9'-4'' 9'-1'' 9'-0'' 8'-10'' 8'-8'' 0.032 13'-11'' 13'-11'' 13'-9'' 13'-9'' 13'-7'' 13'-5'' 13'-2''0.032 12'-3'' 12'-3'' 12'-1'' 12'-1'' 11'-10'' 11'-8'' 11'-6''0.032 10'-7'' 10'-7'' 10'-5'' 10'-5'' 9'-7'' 9'-5'' 9'-2''0.032 11'-7'' 11'-7'' 11'-5'' 11'-5'' 11'-4'' 11'-3'' 11'-1'' 0.036 14'-5'' 14'-5'' 14'-3'' 14'-3'' 14'-1'' 14'-0'' 13'-10''0.036 13'-1'' 13'-1'' 12'-11'' 12'-11'' 12'-8'' 12'-6'' 12'-4''0.036 11'-4'' 11'-4'' 11'-2'' 11'-2'' 11'-1'' 10'-11'' 10'-10''0.040 12'-5'' 12'-5'' 12'-4'' 12'-4'' 12'-2'' 12'-1'' 11'-11'' 42 0.018 7'-10'' 7'-8'' 7'-7'' 7'-5'' 7'-4'' 7'-3'' 7'-1'' 42 0.018 5'-1'' 4'-6'' 4'-4'' 4'-2'' 4'-0'' 3'-10'' 3'-9'' 42 0.018 5'-5'' 5'-5'' 5'-4'' 5'-2'' 4'-10'' 4'-9'' 4'-8'' 42 0.018 6'-10'' 6'-9'' 6'-8'' 6'-6'' 6'-5'' 6'-4'' 6'-3'' 0.024 10'-4'' 10'-4'' 10'-4'' 10'-4'' 9'-8'' 9'-7'' 9'-4''0.024 9'-6'' 9'-5'' 9'-3'' 9'-0'' 8'-11'' 8'-10'' 8'-7''0.024 7'-3'' 7'-2'' 7'-1'' 6'-11'' 6'-10'' 6'-9'' 6'-7''0.024 9'-1'' 9'-0'' 8'-10'' 8'-8'' 8'-6'' 8'-5'' 8'-3'' 0.032 12'-10'' 12'-10'' 12'-10'' 12'-10'' 12'-10'' 12'-8'' 12'-6''0.032 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-1'' 10'-11''0.032 9'-8'' 9'-7'' 9'-5'' 9'-2'' 9'-1'' 9'-0'' 8'-9''0.032 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-10'' 10'-9'' 0.036 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-6'' 13'-4''0.036 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 11'-10'' 11'-8''0.036 10'-7'' 10'-7'' 10'-7'' 10'-7'' 10'-7'' 10'-5'' 9'-7''0.040 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-8'' 11'-6'' 50 0.018 7'-2'' 7'-2'' 7'-2'' 7'-0'' 6'-11'' 6'-10'' 6'-8'' 50 0.018 4'-3'' 4'-0'' 3'-11'' 3'-9'' 3'-7'' 3'-6'' 3'-5'' 50 0.018 5'-0'' 4'-10'' 4'-9'' 4'-8'' 4'-7'' 4'-6'' 4'-5'' 50 0.018 6'-4'' 6'-4'' 6'-4'' 6'-2'' 6'-1'' 6'-0'' 5'-11'' 0.024 9'-5'' 9'-5'' 9'-5'' 9'-3'' 9'-2'' 9'-0'' 8'-10''0.024 8'-9'' 8'-9'' 8'-9'' 8'-6'' 8'-5'' 8'-4'' 8'-2''0.024 6'-8'' 6'-8'' 6'-8'' 6'-6'' 6'-5'' 6'-4'' 6'-3''0.024 8'-4'' 8'-4'' 8'-4'' 8'-2'' 8'-1'' 8'-0'' 7'-10'' 0.032 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-9''0.032 10'-3'' 10'-3'' 10'-3'' 10'-3'' 10'-3'' 10'-3'' 9'-7''0.032 8'-10'' 8'-10'' 8'-10'' 8'-8'' 8'-7'' 8'-6'' 8'-4''0.032 10'-4'' 10'-4'' 10'-4'' 10'-4'' 10'-4'' 10'-4'' 9'-8'' 0.036 12'-7'' 12'-7'' 12'-7'' 12'-7'' 12'-7'' 12'-7'' 12'-7''0.036 11'-0'' 11'-0'' 11'-0'' 11'-0'' 11'-0'' 11'-0'' 11'-0''0.036 9'-8'' 9'-8'' 9'-8'' 9'-5'' 9'-4'' 9'-3'' 9'-1''0.040 11'-1'' 11'-1'' 11'-1'' 11'-1'' 11'-1'' 11'-1'' 11'-1'' TABLE 4.20 TABLE 4.21 TABLE 4.22 TABLE 4.23 NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN 2.5" x6" Super Six (Multispan) Detail N3, A 3.5"x12" Super 12 (Multispan) Detail D 2.5" x 12" Mark X (Multispan) Detail B 2"x6" Flat Panel (Multispan) Detail N2, C 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 Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 100 110 115 100 105 110 115 (psf) (in) 100 110 115 100 105 110 115 (psf) (in) 100 110 115 100 105 110 115 (psf) (in) 100 110 115 100 105 110 115 10 0.018 10'-3'' 10'-3'' 9'-11'' 9'-11'' 9'-8'' 9'-4'' 9'-1'' 10 0.018 10'-8'' 10'-8'' 10'-1'' 10'-1'' 9'-7'' 9'-2'' 8'-9'' 10 0.018 6'-7'' 6'-7'' 6'-4'' 6'-4'' 6'-2'' 5'-11'' 5'-9'' 10 0.018 10'-7'' 10'-7'' 10'-3'' 10'-3'' 9'-11'' 9'-8'' 9'-5'' 0.024 13'-2'' 13'-2'' 12'-9'' 12'-9'' 12'-5'' 12'-1'' 11'-9''0.024 14'-7'' 14'-7'' 14'-2'' 14'-2'' 13'-9'' 13'-5'' 13'-0''0.024 9'-0'' 9'-0'' 8'-8'' 8'-8'' 8'-5'' 8'-2'' 7'-11''0.024 13'-2'' 13'-2'' 12'-11'' 12'-11'' 12'-8'' 12'-5'' 12'-3'' 0.032 16'-6'' 16'-6'' 16'-1'' 16'-1'' 15'-7'' 15'-2'' 14'-9''0.032 17'-2'' 17'-2'' 16'-7'' 16'-7'' 16'-2'' 15'-8'' 15'-4''0.032 12'-2'' 12'-2'' 11'-9'' 11'-9'' 11'-5'' 11'-1'' 10'-9''0.032 14'-5'' 14'-5'' 14'-2'' 14'-2'' 13'-11'' 13'-8'' 13'-5'' 0.036 17'-11'' 17'-11'' 17'-7'' 17'-7'' 17'-1'' 16'-8'' 16'-2''0.036 18'-4'' 18'-4'' 17'-9'' 17'-9'' 17'-3'' 16'-9'' 16'-4''0.036 13'-3'' 13'-3'' 12'-10'' 12'-10'' 12'-5'' 12'-1'' 11'-9''0.040 15'-6'' 15'-6'' 15'-2'' 15'-2'' 14'-11'' 14'-8'' 14'-5'' 15 0.018 9'-1'' 9'-1'' 9'-1'' 8'-10'' 8'-8'' 8'-5'' 8'-3'' 15 0.018 8'-9'' 8'-9'' 8'-9'' 8'-5'' 8'-1'' 7'-9'' 7'-5'' 15 0.018 5'-9'' 5'-9'' 5'-9'' 5'-7'' 5'-5'' 5'-4'' 5'-2'' 15 0.018 9'-5'' 9'-5'' 9'-5'' 9'-2'' 9'-0'' 8'-9'' 8'-7'' 0.024 11'-9'' 11'-9'' 11'-9'' 11'-6'' 11'-2'' 10'-11'' 10'-8''0.024 13'-0'' 13'-0'' 13'-0'' 12'-9'' 12'-5'' 12'-2'' 11'-10''0.024 7'-11'' 7'-11'' 7'-11'' 7'-9'' 7'-6'' 7'-4'' 7'-2''0.024 12'-3'' 12'-3'' 12'-3'' 12'-0'' 11'-10'' 11'-7'' 11'-4'' 0.032 14'-9'' 14'-9'' 14'-9'' 14'-5'' 14'-1'' 13'-9'' 13'-6''0.032 15'-4'' 15'-4'' 15'-4'' 14'-11'' 14'-7'' 14'-3'' 13'-11''0.032 10'-9'' 10'-9'' 10'-9'' 10'-6'' 10'-3'' 10'-0'' 9'-9''0.032 13'-5'' 13'-5'' 13'-5'' 13'-2'' 13'-0'' 12'-10'' 12'-7'' 0.036 16'-2'' 16'-2'' 16'-2'' 15'-10'' 15'-5'' 15'-1'' 14'-10''0.036 16'-4'' 16'-4'' 16'-4'' 16'-0'' 15'-7'' 15'-3'' 14'-11''0.036 11'-9'' 11'-9'' 11'-9'' 11'-6'' 11'-2'' 10'-11'' 10'-8''0.040 14'-5'' 14'-5'' 14'-5'' 14'-2'' 13'-11'' 13'-9'' 13'-7'' 20 0.018 8'-3'' 8'-3'' 8'-3'' 8'-1'' 7'-11'' 7'-9'' 7'-7'' 20 0.018 7'-5'' 7'-5'' 7'-5'' 7'-2'' 6'-11'' 6'-8'' 6'-5'' 20 0.018 5'-2'' 5'-2'' 5'-2'' 4'-7'' 4'-5'' 4'-4'' 4'-3'' 20 0.018 8'-7'' 8'-7'' 8'-7'' 8'-5'' 8'-3'' 8'-1'' 7'-11'' 0.024 10'-8'' 10'-8'' 10'-8'' 10'-6'' 10'-3'' 10'-1'' 9'-11''0.024 11'-10'' 11'-10'' 11'-10'' 11'-8'' 11'-5'' 11'-2'' 11'-0''0.024 7'-2'' 7'-2'' 7'-2'' 7'-0'' 6'-10'' 6'-8'' 6'-7''0.024 11'-4'' 11'-4'' 11'-4'' 11'-1'' 10'-10'' 10'-8'' 10'-6'' 0.032 13'-6'' 13'-6'' 13'-6'' 13'-3'' 13'-0'' 12'-9'' 12'-6''0.032 13'-11'' 13'-11'' 13'-11'' 13'-8'' 13'-5'' 13'-2'' 12'-11''0.032 9'-9'' 9'-9'' 9'-9'' 9'-6'' 9'-4'' 9'-2'' 9'-0''0.032 12'-7'' 12'-7'' 12'-7'' 12'-5'' 12'-3'' 12'-2'' 12'-0'' 0.036 14'-10'' 14'-10'' 14'-10'' 14'-6'' 14'-3'' 13'-11'' 13'-8''0.036 14'-11'' 14'-11'' 14'-11'' 14'-7'' 14'-4'' 14'-1'' 13'-10''0.036 10'-8'' 10'-8'' 10'-8'' 10'-5'' 10'-2'' 10'-0'' 9'-10''0.040 13'-7'' 13'-7'' 13'-7'' 13'-4'' 13'-2'' 13'-0'' 12'-10'' 25 0.018 8'-3'' 8'-3'' 8'-1'' 7'-11'' 7'-9'' 7'-7'' 7'-7'' 25 0.018 7'-5'' 7'-5'' 7'-2'' 6'-11'' 6'-8'' 6'-5'' 6'-5'' 25 0.018 5'-2'' 5'-2'' 4'-7'' 4'-6'' 4'-5'' 4'-3'' 4'-2'' 25 0.018 8'-7'' 8'-7'' 8'-5'' 8'-3'' 8'-1'' 7'-11'' 7'-11'' 0.024 10'-8'' 10'-8'' 10'-6'' 10'-3'' 10'-1'' 9'-11'' 9'-11''0.024 11'-10'' 11'-10'' 11'-8'' 11'-5'' 11'-2'' 11'-0'' 11'-0''0.024 7'-2'' 7'-2'' 7'-0'' 6'-10'' 6'-8'' 6'-7'' 6'-7''0.024 11'-4'' 11'-4'' 11'-1'' 10'-10'' 10'-8'' 10'-6'' 10'-6'' 0.032 13'-6'' 13'-6'' 13'-3'' 13'-0'' 12'-9'' 12'-6'' 12'-6''0.032 13'-11'' 13'-11'' 13'-8'' 13'-5'' 13'-2'' 12'-11'' 12'-11''0.032 9'-9'' 9'-9'' 9'-6'' 9'-4'' 9'-2'' 9'-0'' 9'-0''0.032 12'-7'' 12'-7'' 12'-5'' 12'-3'' 12'-2'' 12'-0'' 12'-0'' 0.036 14'-10'' 14'-10'' 14'-6'' 14'-3'' 13'-11'' 13'-8'' 13'-8''0.036 14'-11'' 14'-11'' 14'-7'' 14'-4'' 14'-1'' 13'-10'' 13'-10''0.036 10'-8'' 10'-8'' 10'-5'' 10'-2'' 10'-0'' 9'-10'' 9'-10''0.040 13'-7'' 13'-7'' 13'-4'' 13'-2'' 13'-0'' 12'-10'' 12'-10'' 30 0.018 7'-7'' 7'-7'' 7'-7'' 7'-5'' 7'-4'' 7'-2'' 7'-1'' 30 0.018 6'-5'' 6'-5'' 6'-5'' 6'-3'' 6'-0'' 5'-10'' 5'-8'' 30 0.018 4'-7'' 4'-5'' 4'-4'' 4'-3'' 4'-2'' 4'-0'' 3'-11'' 30 0.018 7'-11'' 7'-11'' 7'-11'' 7'-9'' 7'-8'' 7'-6'' 7'-5'' 0.024 9'-11'' 9'-11'' 9'-11'' 9'-9'' 9'-7'' 9'-5'' 9'-3''0.024 11'-0'' 11'-0'' 11'-0'' 10'-9'' 10'-7'' 10'-5'' 10'-3''0.024 6'-7'' 6'-7'' 6'-7'' 6'-5'' 6'-3'' 6'-2'' 6'-1''0.024 10'-6'' 10'-6'' 10'-6'' 10'-3'' 10'-1'' 9'-11'' 9'-9'' 0.032 12'-6'' 12'-6'' 12'-6'' 12'-3'' 12'-1'' 11'-10'' 11'-8''0.032 12'-11'' 12'-11'' 12'-11'' 12'-8'' 12'-5'' 12'-3'' 12'-1''0.032 9'-0'' 9'-0'' 9'-0'' 8'-9'' 8'-8'' 8'-6'' 8'-4''0.032 12'-0'' 12'-0'' 12'-0'' 11'-10'' 11'-8'' 11'-7'' 11'-5'' 0.036 13'-8'' 13'-8'' 13'-8'' 13'-6'' 13'-3'' 13'-0'' 12'-10''0.036 13'-10'' 13'-10'' 13'-10'' 13'-7'' 13'-4'' 13'-1'' 12'-11''0.036 9'-10'' 9'-10'' 9'-10'' 9'-7'' 9'-5'' 9'-3'' 9'-1''0.040 12'-10'' 12'-10'' 12'-10'' 12'-9'' 12'-7'' 12'-5'' 12'-4'' 35.7 0.018 7'-2'' 7'-2'' 7'-1'' 7'-1'' 6'-11'' 6'-10'' 6'-9'' 35.7 0.018 5'-10'' 5'-10'' 5'-8'' 5'-8'' 5'-6'' 5'-4'' 5'-3'' 35.7 0.018 4'-3'' 4'-2'' 4'-1'' 3'-11'' 3'-11'' 3'-10'' 3'-8'' 35.7 0.018 7'-6'' 7'-6'' 7'-5'' 7'-5'' 7'-3'' 7'-2'' 7'-1'' 0.024 9'-5'' 9'-5'' 9'-3'' 9'-3'' 9'-1'' 8'-11'' 8'-10''0.024 10'-5'' 10'-5'' 10'-3'' 10'-3'' 10'-1'' 9'-11'' 9'-10''0.024 6'-2'' 6'-2'' 6'-1'' 6'-1'' 5'-11'' 5'-10'' 5'-9''0.024 9'-11'' 9'-11'' 9'-9'' 9'-9'' 9'-8'' 9'-6'' 9'-4'' 0.032 11'-10'' 11'-10'' 11'-8'' 11'-8'' 11'-6'' 11'-4'' 11'-2''0.032 12'-3'' 12'-3'' 12'-1'' 12'-1'' 11'-10'' 11'-8'' 11'-6''0.032 8'-6'' 8'-6'' 8'-4'' 8'-4'' 8'-2'' 8'-1'' 7'-11''0.032 11'-7'' 11'-7'' 11'-5'' 11'-5'' 11'-4'' 11'-3'' 11'-1'' 0.036 13'-0'' 13'-0'' 12'-10'' 12'-10'' 12'-7'' 12'-5'' 12'-3''0.036 13'-1'' 13'-1'' 12'-11'' 12'-11'' 12'-8'' 12'-6'' 12'-4''0.036 9'-3'' 9'-3'' 9'-1'' 9'-1'' 9'-0'' 8'-10'' 8'-8''0.040 12'-5'' 12'-5'' 12'-4'' 12'-4'' 12'-2'' 12'-1'' 11'-11'' 42 0.018 6'-6'' 6'-6'' 6'-6'' 6'-6'' 6'-6'' 6'-5'' 6'-4'' 42 0.018 4'-11'' 4'-11'' 4'-11'' 4'-6'' 4'-4'' 4'-3'' 4'-1'' 42 0.018 3'-11'' 3'-11'' 3'-10'' 3'-8'' 3'-8'' 3'-7'' 3'-6'' 42 0.018 6'-10'' 6'-10'' 6'-10'' 6'-10'' 6'-10'' 6'-9'' 6'-8'' 0.024 8'-7'' 8'-7'' 8'-7'' 8'-7'' 8'-7'' 8'-5'' 8'-4''0.024 9'-6'' 9'-6'' 9'-6'' 9'-6'' 9'-6'' 9'-5'' 9'-2''0.024 5'-7'' 5'-7'' 5'-7'' 5'-7'' 5'-7'' 5'-6'' 5'-5''0.024 9'-1'' 9'-1'' 9'-1'' 9'-1'' 9'-1'' 9'-0'' 8'-10'' 0.032 10'-10'' 10'-10'' 10'-10'' 10'-10'' 10'-10'' 10'-8'' 10'-7''0.032 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-1'' 10'-11''0.032 7'-8'' 7'-8'' 7'-8'' 7'-8'' 7'-8'' 7'-7'' 7'-5''0.032 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-10'' 10'-9'' 0.036 11'-11'' 11'-11'' 11'-11'' 11'-11'' 11'-11'' 11'-9'' 11'-7''0.036 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 11'-10'' 11'-8''0.036 8'-5'' 8'-5'' 8'-5'' 8'-5'' 8'-5'' 8'-3'' 8'-2''0.040 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-8'' 11'-6'' 50 0.018 5'-11'' 5'-11'' 5'-11'' 5'-11'' 5'-11'' 5'-11'' 5'-11'' 50 0.018 4'-2'' 4'-2'' 4'-2'' 4'-0'' 3'-11'' 3'-10'' 3'-8'' 50 0.018 3'-6'' 3'-6'' 3'-6'' 3'-5'' 3'-5'' 3'-4'' 3'-3'' 50 0.018 6'-4'' 6'-4'' 6'-4'' 6'-4'' 6'-4'' 6'-4'' 6'-4'' 0.024 7'-10'' 7'-10'' 7'-10'' 7'-10'' 7'-10'' 7'-10'' 7'-10''0.024 8'-5'' 8'-5'' 8'-5'' 8'-5'' 8'-5'' 8'-5'' 8'-5''0.024 5'-0'' 5'-0'' 5'-0'' 5'-0'' 5'-0'' 4'-9'' 4'-8''0.024 8'-4'' 8'-4'' 8'-4'' 8'-4'' 8'-4'' 8'-4'' 8'-4'' 0.032 9'-11'' 9'-11'' 9'-11'' 9'-11'' 9'-11'' 9'-11'' 9'-11''0.032 10'-3'' 10'-3'' 10'-3'' 10'-3'' 10'-3'' 10'-3'' 10'-3''0.032 7'-0'' 7'-0'' 7'-0'' 7'-0'' 7'-0'' 7'-0'' 7'-0''0.032 10'-4'' 10'-4'' 10'-4'' 10'-4'' 10'-4'' 10'-4'' 10'-4'' 0.036 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-11''0.036 11'-0'' 11'-0'' 11'-0'' 11'-0'' 11'-0'' 11'-0'' 11'-0''0.036 7'-8'' 7'-8'' 7'-8'' 7'-8'' 7'-8'' 7'-8'' 7'-8''0.040 11'-1'' 11'-1'' 11'-1'' 11'-1'' 11'-1'' 11'-1'' 11'-1'' TABLE 4.24 TABLE 4.25 TABLE 4.26 TABLE 4.27 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 55 of 133 MAY 09 2023 100 MPH EXP B 105 MPH EXP B 110 MPH EXP B 100 MPH EXP C 105 MPH EXP C 110 MPH EXP C Panel or 115 MPH EXP B or 120 MPH EXP B or 130 MPH EXP B Headers Thickness 1234123123123451234561234567 (in)Number of #10 Sheet Metal Screws Required per foot at Header/Panel Connection (Number of screws required per header for double headers) Dble Headers 0.018 6' MAX MAX MAX 5' 11' MAX 5' 10' MAX 4' 8' MAX MAX MAX 4' 8' MAX MAX MAX MAX 3' 7' 10' MAX MAX MAX MAX Single 3x8 0.018 3' 6' 9' MAX 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 4' 6' 8' 9' MAX 2' 3' 5' 7' 9' 10' MAX 5.5" Alum Fascia 0.018 3' 6' 9' MAX 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 4' 6' 8' 9' MAX 2' 3' 5' 7' 9' 10' MAX All others 0.018 3' 6' 9' MAX 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 4' 6' 8' 9' MAX 2' 3' 5' 7' 9' 10' MAX Dble Headers 0.024 8' MAX MAX MAX 7' 14' MAX 6' 13' MAX 6' 11' MAX MAX MAX 5' 10' MAX MAX MAX MAX 5' 9' 14' MAX MAX MAX MAX Single 3x8 0.024 4' 8' 12' MAX 4' 7' 11' 3' 6' 10' 3' 6' 8' 11' 14' 3' 5' 8' 10' 13' MAX 2' 5' 7' 9' 11' 14' MAX 5.5" Alum Fascia 0.024 4' 8' 12' MAX 4' 7' 11' 3' 6' 10' 3' 6' 8' 11' 14' 3' 5' 8' 10' 13' MAX 2' 5' 7' 9' 11' 14' MAX All others 0.024 4' 8' 12' MAX 4' 7' 11' 3' 6' 10' 3' 6' 8' 11' 14' 3' 5' 8' 10' 13' MAX 2' 5' 7' 9' 11' 14' MAX Dble Headers 0.032 10' MAX MAX MAX 9' MAX MAX 9' 17' MAX 7' 15' MAX MAX MAX 7' 13' MAX MAX MAX MAX 6' 12' MAX MAX MAX MAX MAX Single 3x8 0.032 5' 10' 16' MAX 5' 9' 14' 4' 9' 13' 4' 7' 11' 15' MAX 3' 7' 10' 13' 17' MAX 3' 6' 9' 12' 15' MAX MAX 5.5" Alum Fascia 0.032 5' 10' 16' MAX 5' 9' 14' 4' 9' 13' 4' 7' 11' 15' MAX 3' 7' 10' 13' 17' MAX 3' 6' 9' 12' 15' MAX MAX All others 0.032 5' 10' 16' MAX 5' 9' 14' 4' 9' 13' 4' 7' 11' 15' MAX 3' 7' 10' 13' 17' MAX 3' 6' 9' 12' 15' MAX MAX Dble Headers 0.036 11' MAX MAX MAX 10' MAX MAX 9' 17' MAX 7' 15' MAX MAX MAX 7' 14' MAX MAX MAX MAX 6' 12' 18' MAX MAX MAX MAX Single 3x8 0.036 6' 11' 17' MAX 5' 10' 15' 5' 9' 14' 4' 8' 12' 16' MAX 4' 7' 11' 14' 18' MAX 3' 6' 10' 13' 16' MAX MAX 5.5" Alum Fascia 0.036 6' 12' 18' MAX 5' 11' 16' 5' 10' 15' 4' 8' 12' 17' MAX 4' 8' 11' 15' 19' MAX 3' 7' 10' 14' 17' MAX MAX All others 0.036 6' 12' 18' MAX 5' 11' 16' 5' 10' 15' 4' 8' 12' 17' MAX 4' 8' 11' 15' 19' MAX 3' 7' 10' 14' 17' MAX MAX Table 4.36a Maximum Tributary Width for Each Header/Panel and Number of #10 Screw Combination 100 MPH EXP B 105 MPH EXP B 110 MPH EXP B 100 MPH EXP C 105 MPH EXP C 110 MPH EXP C Panel or 115 MPH EXP B or 120 MPH EXP B or 130 MPH EXP B Headers Thickness 123412312312345123456123456 (in)Number of #14 Sheet Metal Screws Required per foot at Header/Panel Connection (Number of screws required per header for double headers) Dble Headers 0.018 MAX MAX MAX MAX 10' MAX MAX 9' MAX MAX 8' MAX MAX MAX MAX 7' MAX MAX MAX MAX MAX 6' MAX MAX MAX MAX MAX Single 3x8 0.018 6' MAX MAX MAX 5' 10' MAX 5' 9' MAX 4' 8' MAX MAX MAX 4' 7' 11' MAX MAX MAX 3' 6' 10' MAX MAX MAX 5.5" Alum Fascia 0.018 6' MAX MAX MAX 5' 10' MAX 5' 9' MAX 4' 8' MAX MAX MAX 4' 7' 11' MAX MAX MAX 3' 6' 10' MAX MAX MAX All others 0.018 6' MAX MAX MAX 5' 10' MAX 5' 9' MAX 4' 8' MAX MAX MAX 4' 7' 11' MAX MAX MAX 3' 6' 10' MAX MAX MAX Dble Headers 0.024 14' MAX MAX MAX 13' MAX MAX 11' MAX MAX 10' MAX MAX MAX MAX 9' MAX MAX MAX MAX MAX 8' MAX MAX MAX MAX MAX Single 3x8 0.024 7' 15' MAX MAX 7' 13' MAX 6' 12' MAX 5' 10' MAX MAX MAX 5' 9' 14' MAX MAX MAX 4' 9' 13' MAX MAX MAX 5.5" Alum Fascia 0.024 7' 15' MAX MAX 7' 13' MAX 6' 12' MAX 5' 10' MAX MAX MAX 5' 9' 14' MAX MAX MAX 4' 9' 13' MAX MAX MAX All others 0.024 7' 15' MAX MAX 7' 13' MAX 6' 12' MAX 5' 10' MAX MAX MAX 5' 9' 14' MAX MAX MAX 4' 9' 13' MAX MAX MAX Dble Headers 0.032 14' MAX MAX MAX 13' MAX MAX 11' MAX MAX 10' MAX MAX MAX MAX 9' 18' MAX MAX MAX MAX 8' 16' MAX MAX MAX MAX Single 3x8 0.032 7' 15' MAX MAX 7' 13' MAX 6' 12' MAX 5' 10' 16' MAX MAX 5' 9' 14' MAX MAX MAX 4' 9' 13' 17' MAX MAX 5.5" Alum Fascia 0.032 10' MAX MAX MAX 9' 18' MAX 8' 16' MAX 7' 14' MAX MAX MAX 6' 13' MAX MAX MAX MAX 6' 11' 17' MAX MAX MAX All others 0.032 10' MAX MAX MAX 9' 18' MAX 8' 16' MAX 7' 14' MAX MAX MAX 6' 13' MAX MAX MAX MAX 6' 11' 17' MAX MAX MAX Dble Headers 0.036 14' MAX MAX MAX 13' MAX MAX 11' MAX MAX 10' MAX MAX MAX MAX 9' 18' MAX MAX MAX MAX 8' 16' MAX MAX MAX MAX Single 3x8 0.036 7' 15' MAX MAX 7' 13' MAX 6' 12' 18' 5' 10' 16' MAX MAX 5' 9' 14' 19' MAX MAX 4' 9' 13' 17' MAX MAX 5.5" Alum Fascia 0.036 10' MAX MAX MAX 9' 18' MAX 8' 17' MAX 7' 14' MAX MAX MAX 6' 13' MAX MAX MAX MAX 6' 12' 18' MAX MAX MAX All others 0.036 11' MAX MAX MAX 10' MAX MAX 9' 18' MAX 8' 16' MAX MAX MAX 7' 14' MAX MAX MAX MAX 6' 13' MAX MAX MAX MAX Table 4.37a Maximum Tributary Width for Each Header/Panel and Number of #14 Screw Combination Amerimax Exterior Home Products Carl Putnam, P. E. 28921 US Hwy 74 3441 Ivylink Place Romoland, CA 92585 Lynchburg, VA 24503 (434) 384-2514 carlputnam@comcast.net ICC ESR 1398 (2021 IBC) 12/16/2022 Page 57 of 133 X MAX 6 13 MAX MAX MAX SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS Roof Solidity: Ground Snow Load: 10 psf Live Load: 10 psf Wind Speed: 110MPH EXPOSURE C or 130MPH EXPOSURE B Seismic Ss= Seismic Design Category D Structures are Attached to Existing Building 5 cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" Table 5.5a Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 3'Type (in) 8' 10' 12'3.5'Type (in) 8' 10' 12'4'Type (in) 8' 10' 12'4.5'Type (in) 8' 10' 12'5'Type (in) 8' 10' 12'5.5'Type (in) 8' 10' 12'6'Type (in) 8' 10' 12'6.5'Type (in) 8' 10' 12'7'Type (in) 8' 10' 12'7.5'Type (in) 8' 10' 12'8'Type (in) 8' 10' 12' On Slab On Slab 22'Ͳ8'' A3 19'Ͳ5'' A3 17'Ͳ0'' A3 15'Ͳ1'' A3 13'Ͳ7'' A3 12'Ͳ4'' A3 11'Ͳ4'' A3 10'Ͳ5'' A1 9'Ͳ8'' A3 9'Ͳ1'' A3 8'Ͳ6'' A3 0.042"x3"x8" N30 11'Ͳ0'' A1 23 19 20 21 10'Ͳ0'' A1 24 19 20 21 9'Ͳ3''A1 24 2021228'Ͳ7'' A1 24 21 22 23 8'Ͳ0'' A1 25 2122247'Ͳ7'' A1 25 2223247'Ͳ2''A1 25 2224256'Ͳ9'' A1 25 2324256'Ͳ5''A1 26 2324266'Ͳ1'' A1 26 24 25 26 5'Ͳ11''A1 26 242527 Double 3"x8" N25 16'Ͳ3'' A1 26 19 20 21 14'Ͳ11'' A2 27 19 20 21 13'Ͳ10'' A2 27 20 21 22 12'Ͳ11'' A2 28 21 22 23 12'Ͳ2'' A3 28 21 22 24 11'Ͳ7'' A3 29 22 23 24 11'Ͳ0'' A3 29 22 24 25 10'Ͳ6'' A3 29 23 24 25 10'Ͳ0''A3 30 2324269'Ͳ7'' C 30 24 25 26 9'Ͳ4'' C 30 24 25 27 Double 2"x6.625" N25 14'Ͳ6''A1 25 19 20 21 13'Ͳ4'' A1 26 19 20 21 12'Ͳ4'' A1 26 20 21 22 11'Ͳ7'' A2 27 21 22 23 10'Ͳ11'' A2 27 21 22 24 10'Ͳ5'' A2 28 2223249'Ͳ11''A3 28 2224259'Ͳ6'' A3 28 2324259'Ͳ1''A3 29 2324268'Ͳ8'' A3 29 24 25 26 8'Ͳ5''A3 29 242527 5.5" Extruded Fascia L 13'Ͳ11'' A1 25 19 20 21 12'Ͳ9'' A1 25 19 20 21 11'Ͳ10'' A1 26 20 21 22 11'Ͳ0'' A1 26 21 22 23 10'Ͳ4''A2 27 2122249'Ͳ11'' A2 27 2223249'Ͳ4''A2 28 2224258'Ͳ11'' A2 28 2324258'Ͳ6''A3 28 2324268'Ͳ2'' A3 28 24 25 26 7'Ͳ11''A3 29 242527 California Fascia N10, G 12'Ͳ3'' A1 24 19 20 21 11'Ͳ2'' A1 24 19 20 21 10'Ͳ3''A1 25 2021229'Ͳ7'' A1 25 21 22 23 8'Ͳ11''A1 25 2122248'Ͳ6'' A1 26 2223248'Ͳ0''A1 26 2224257'Ͳ8'' A1 26 2324257'Ͳ3''A2 27 2324266'Ͳ11'' A2 27 24 25 26 6'Ͳ8''A2 27 242527 Classic Fascia H 20'Ͳ7'' A3 28 19 20 21 19'Ͳ0'' A3 29 19 21 22 17'Ͳ9'' B 30 20 21 22 16'Ͳ9'' C 30 21 22 23 15'Ͳ10'' C 31 21 22 24 15'Ͳ3'' D 31 22 23 24 14'Ͳ7'' D 32 22 24 25 14'Ͳ0'' D 32 23 24 25 13'Ͳ5'' D 33 23 24 26 13'Ͳ0'' E 33 24 25 26 12'Ͳ8'' E 33 24 25 27 16 G Steel C N9, T 18'Ͳ8'' A2 27 19 20 21 16'Ͳ9'' A2 28 19 20 21 15'Ͳ3'' A3 28 20 21 22 14'Ͳ0'' A3 29 21 22 23 13'Ͳ0'' A3 29 21 22 24 12'Ͳ4'' A3 29 22 23 24 11'Ͳ6''A3 29 22242510'Ͳ10'' B 30 23 24 25 10'Ͳ3'' B 30 23 24 26 9'Ͳ9'' C 30 24 25 26 9'Ͳ4'' C 30 24 25 27 14 G Steel C N9, T 22'Ͳ5'' A3 29 20 21 22 20'Ͳ3'' B 30 20 21 22 18'Ͳ6'' C 30 20 21 22 17'Ͳ1'' C 31 21 22 23 15'Ͳ10'' C 31 21 22 24 15'Ͳ0'' D 31 22 23 24 14'Ͳ1'' D 32 22 24 25 13'Ͳ4'' D 32 23 24 25 12'Ͳ8'' D 32 23 24 26 12'Ͳ0'' D 32 24 25 26 11'Ͳ7'' D 32 24 25 27 12 G Steel C N9, T 32'Ͳ7'' E 33 21 23 24 29'Ͳ8'' E 34 22 23 24 27'Ͳ3'' E 34 22 23 25 25'Ͳ4'' E 35 22 24 25 23'Ͳ9'' E 35 23 24 25 22'Ͳ7'' E 36 23 24 25 21'Ͳ4'' F 36 23 24 26 20'Ͳ3'' F 37 23 25 26 19'Ͳ4'' F 37 23 25 26 18'Ͳ5'' F 37 24 25 26 17'Ͳ10'' G 38 24 25 27 Double 16 G Steel C N9, N25, T 32'Ͳ0'' E 33 21 23 24 29'Ͳ6'' E 34 22 23 24 27'Ͳ6'' E 34 22 23 25 25'Ͳ10'' E 35 22 24 25 24'Ͳ5'' E 36 23 24 25 23'Ͳ5'' F 36 23 24 26 22'Ͳ4'' F 37 23 25 26 21'Ͳ4'' F 37 24 25 26 20'Ͳ6'' G 38 24 25 26 19'Ͳ9'' G 38 24 25 27 19'Ͳ2'' G 38 24 26 27 Double 14 G Steel C N9, N25, T 36'Ͳ10'' E 34 22 23 25 33'Ͳ11'' E 35 23 24 25 31'Ͳ8'' F 36 23 24 25 29'Ͳ9'' F 37 23 25 26 28'Ͳ2'' G 37 24 25 26 27'Ͳ1'' G 38 24 25 27 25'Ͳ10'' G 39 24 26 27 24'Ͳ9'' G 39 24 26 27 23'Ͳ10'' G 39 25 26 27 22'Ͳ11'' G 40 25 26 28 22'Ͳ4''H1 40 252728 Double 12 G Steel C N9, N25, T 40'Ͳ0'' E 35 23 24 25 40'Ͳ0'' G 37 24 25 26 40'Ͳ0'' G 39 24 26 27 39'Ͳ4'' H1 40 25 26 28 37'Ͳ3'' H1 41 25 27 28 35'Ͳ10'' H1 42 26 27 29 34'Ͳ3'' H1 42 26 28 29 32'Ͳ10'' H1 43 26 28 29 31'Ͳ7'' H1 43 26 28 29 30'Ͳ6'' H1 44 27 28 30 29'Ͳ8''H1 44 272930 Steel Cloverleaf W 10'Ͳ10''A1 23 1920219'Ͳ9''A1 23 19 20 21 9'Ͳ0''A1 24 2021228'Ͳ4'' A1 24 21 22 23 7'Ͳ9'' A1 24 2122247'Ͳ5'' A1 25 2223246'Ͳ11''A1 25 2224256'Ͳ7'' A1 25 2324256'Ͳ3''A1 25 2324266'Ͳ0'' A1 26 24 25 26 5'Ͳ9''A1 26 242527 DBL Steel Cloverleaf AA 16'Ͳ9'' A2 26 19 20 21 15'Ͳ6'' A2 27 19 20 21 14'Ͳ5'' A2 28 20 21 22 13'Ͳ7'' A3 28 21 22 23 12'Ͳ10'' A3 29 21 22 24 12'Ͳ4'' A3 29 22 23 24 11'Ͳ10'' B 30 22 24 25 11'Ͳ4'' C 30 23 24 25 10'Ͳ11'' C 30 23 24 26 10'Ͳ6'' C 31 24 25 26 10'Ͳ3'' D 31 24 25 27 4x3 I Beam Y 10'Ͳ4''A1 23 1920219'Ͳ11'' A1 23 19 20 21 9'Ͳ7''A1 24 2021229'Ͳ4'' A1 25 21 22 23 9'Ͳ1'' A1 26 2122248'Ͳ11'' A1 26 2223248'Ͳ8''A2 27 2224258'Ͳ6'' A2 27 23 24 25 8'Ͳ4''A2 28 2324268'Ͳ3'' A3 28 24 25 26 8'Ͳ1''A3 29 242527 7x4 I Beam Q 14'Ͳ8'' A1 25 19 20 21 14'Ͳ1'' A1 26 19 20 21 13'Ͳ7'' A2 27 20 21 22 13'Ͳ2'' A3 28 21 22 23 12'Ͳ10'' A3 29 21 22 24 12'Ͳ7'' A3 29 22 23 24 12'Ͳ4'' C 30 22 24 25 12'Ͳ1'' C 31 23 24 25 11'Ͳ10'' D 31 23 24 26 11'Ͳ8'' D 32 24 25 26 11'Ͳ6'' D 32 24 25 27 trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 8.5'Type (in) 8' 10' 12'9'Type (in) 8' 10' 12'10'Type (in) 8' 10' 12'11'Type (in) 8' 10' 12'12'Type (in) 8' 10' 12'13'Type (in) 8' 10' 12'14'Type (in) 8' 10' 12'15'Type (in) 8' 10' 12'16'Type (in) 8' 10' 12'17'Type (in) 8' 10' 12' On Slab On Slab 8'Ͳ0'' A3 7'Ͳ6'' A3 6'Ͳ9'' A3 6'Ͳ2'' A3 5'Ͳ8'' A3 5'Ͳ2'' A3 4'Ͳ10'' A3 4'Ͳ6'' A3 4'Ͳ3'' A3 4'Ͳ0'' A3 0.042"x3"x8" N30 5'Ͳ8''A1 26 2426275'Ͳ5'' A1 26 25 26 27 5'Ͳ0''A2 26 2527284'Ͳ8'' A2 27 26 27 29 4'Ͳ4'' A2 27 2728294'Ͳ1'' A2 27 2729303'Ͳ10''A2 27 2829313'Ͳ7'' A2 27 2830313'Ͳ5''A2 27 2930323'Ͳ3'' A2 27 29 31 32 Double 3"x8" N25 8'Ͳ11'' C 30 24 26 27 8'Ͳ7'' C 31 25 26 27 8'Ͳ1'' C 31 25 27 28 7'Ͳ7'' D 31 26 27 29 7'Ͳ2'' D 32 27 28 29 6'Ͳ10'' D 32 27 29 30 6'Ͳ6'' D 32 28 29 31 6'Ͳ2'' D 32 28 30 31 5'Ͳ11'' E 33 29 30 32 5'Ͳ8'' E 33 29 31 32 Double 2"x6.625" N25 8'Ͳ2''A3 29 2426277'Ͳ10'' B 30 25 26 27 7'Ͳ4'' C 30 25 27 28 7'Ͳ0'' C 31 26 27 29 6'Ͳ7'' C 31 2728296'Ͳ4''D 31 2729306'Ͳ0'' D 31 28 29 31 5'Ͳ9'' D 32 28 30 31 5'Ͳ6'' D 32 29 30 32 5'Ͳ3'' D 32 29 31 32 5.5" Extruded Fascia L 7'Ͳ7''A3 29 2426277'Ͳ4'' A3 29 25 26 27 6'Ͳ10''A3 29 2527286'Ͳ6'' B 30 26 27 29 6'Ͳ1'' C 30 27 28 29 5'Ͳ10'' C 30 27 29 30 5'Ͳ6'' C 31 28 29 31 5'Ͳ3'' C 31 28 30 31 5'Ͳ1'' C 31 29 30 32 4'Ͳ10'' D 31 29 31 32 California Fascia N10, G 6'Ͳ5''A2 27 2426276'Ͳ2'' A2 27 25 26 27 5'Ͳ9''A2 28 2527285'Ͳ4'' A3 28 26 27 29 5'Ͳ0'' A3 28 2728294'Ͳ9'' A3 28 2729304'Ͳ6''A3 29 2829314'Ͳ3'' A3 29 28 30 31 4'Ͳ1''A3 29 2930323'Ͳ11'' A3 29 29 31 32 Classic Fascia H 12'Ͳ3'' E 34 24 26 27 11'Ͳ10'' E 34 25 26 27 11'Ͳ3'' E 35 25 27 28 10'Ͳ9'' E 35 26 27 29 10'Ͳ3'' E 36 27 28 29 9'Ͳ11'' F 36 27 29 30 9'Ͳ6'' F 37 28 29 31 9'Ͳ2'' F 37 28 30 31 8'Ͳ10'' G 37 29 30 32 8'Ͳ6'' G 38 29 31 32 16 G Steel C N9, T 8'Ͳ9'' C 30 24 26 27 8'Ͳ3'' C 30 25 26 27 7'Ͳ4'' C 30 25 27 28 6'Ͳ9'' C 30 26 27 29 6'Ͳ2'' C 30 2728295'Ͳ9'' C 30 27 29 30 5'Ͳ3'' C 30 28 29 31 4'Ͳ11'' C 30 28 30 31 4'Ͳ8'' C 30 29 30 32 4'Ͳ4'' C 30 29 31 32 14 G Steel C N9, T 11'Ͳ1'' D 33 24 26 27 10'Ͳ7'' E 33 25 26 27 9'Ͳ9'' E 33 25 27 28 9'Ͳ1'' E 33 26 27 29 8'Ͳ4'' E 33 27 28 29 7'Ͳ9'' E 33 27 29 30 7'Ͳ2'' E 33 28 29 31 6'Ͳ8'' E 33 28 30 31 6'Ͳ3'' E 33 29 30 32 5'Ͳ11'' E 33 29 31 32 12 G Steel C N9, T 17'Ͳ1'' G 38 24 26 27 16'Ͳ6'' G 38 25 26 27 15'Ͳ4'' G 38 25 27 28 14'Ͳ5'' G 39 26 27 29 13'Ͳ7'' G 39 27 28 29 12'Ͳ11'' G 40 27 29 30 12'Ͳ3'' G 40 28 29 31 11'Ͳ8'' H1 40 28 30 31 11'Ͳ2'' H1 40 29 30 32 10'Ͳ9'' H1 41 29 31 32 Double 16 G Steel C N9, N25, T 18'Ͳ6'' G 39 24 26 27 17'Ͳ11'' G 39 25 26 27 16'Ͳ11'' G 40 25 27 28 16'Ͳ1'' H1 40 26 27 29 15'Ͳ4'' H1 41 27 28 29 14'Ͳ8'' H1 41 27 29 30 14'Ͳ0'' H1 42 28 29 31 13'Ͳ6'' H1 42 28 30 31 13'Ͳ0'' H1 43 29 30 32 12'Ͳ7''H1 43 29 31 32 Double 14 G Steel C N9, N25, T 21'Ͳ7'' H1 41 25 27 28 20'Ͳ11'' H1 41 25 27 28 19'Ͳ9'' H1 42 26 27 29 18'Ͳ11'' H1 43 26 28 29 18'Ͳ0'' H1 43 27 28 29 17'Ͳ4'' H1 44 27 29 30 16'Ͳ7'' H1 44 28 29 31 16'Ͳ0'' H1 45 28 30 31 15'Ͳ6'' H2 45 29 30 32 14'Ͳ11'' H2 45 29 31 32 Double 12 G Steel C N9, N25, T 28'Ͳ9'' H2 45 27 29 30 27'Ͳ11'' H2 45 27 29 30 26'Ͳ5'' H2 46 28 29 31 25'Ͳ3'' H2 47 28 30 31 24'Ͳ2'' H2 47 28 30 31 23'Ͳ3'' H3 48 29 30 32 22'Ͳ4'' H3 49 29 31 32 21'Ͳ7'' H3 49 29 31 32 20'Ͳ11'' H3 50 29 31 33 20'Ͳ3'' H3 50 30 31 33 Steel Cloverleaf W 5'Ͳ6''A1 26 2426275'Ͳ4'' A1 26 25 26 27 4'Ͳ11''A1 26 2527284'Ͳ7'' A2 27 26 27 29 4'Ͳ4'' A2 27 2728294'Ͳ1'' A2 27 2729303'Ͳ11''A2 27 2829313'Ͳ8'' A2 27 28 30 31 3'Ͳ6''A2 28 2930323'Ͳ4'' A2 28 29 31 32 DBL Steel Cloverleaf AA 9'Ͳ11'' D 31 24 26 27 9'Ͳ7'' D 32 25 26 27 9'Ͳ1'' D 32 2527288'Ͳ8'' E 33 26 27 29 8'Ͳ4'' E 33 27 28 29 8'Ͳ0'' E 34 27 29 30 7'Ͳ8'' E 34 28 29 31 7'Ͳ5'' E 35 28 30 31 7'Ͳ2'' E 35 29 30 32 6'Ͳ11'' E 35 29 31 32 4x3 I Beam Y 7'Ͳ9''A3 29 2426277'Ͳ5'' A3 29 25 26 27 6'Ͳ10''A3 29 2527286'Ͳ4'' A3 30 26 27 29 5'Ͳ11'' B 30 27 28 29 5'Ͳ7'' C 30 27 29 30 5'Ͳ3'' C 30 28 29 31 4'Ͳ11'' C 30 28 30 31 4'Ͳ8'' C 30 29 30 32 4'Ͳ5'' C 30 29 31 32 7x4 I Beam Q 11'Ͳ3'' E 33 24 26 27 11'Ͳ2'' E 33 25 26 27 10'Ͳ10'' E 34 25 27 28 10'Ͳ1'' E 34 26 27 29 9'Ͳ5'' E 35 27 28 29 8'Ͳ10'' E 35 27 29 30 8'Ͳ3'' E 35 28 29 31 7'Ͳ10'' E 35 28 30 31 7'Ͳ5'' E 35 29 30 32 7'Ͳ0'' E 35 29 31 32 Ground Snow Load: 10 psf Live Load: 10 psf Wind Speed: 110MPH EXPOSURE C or 130MPH EXPOSURE B Seismic Ss= Seismic Design Category D FreestandingStructures cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" Table 5.5b Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 3'Type (in) 8' 10' 12'3.5'Type (in) 8' 10' 12'4'Type (in) 8' 10' 12'4.5'Type (in) 8' 10' 12'5'Type (in) 8' 10' 12'5.5'Type (in) 8' 10' 12'6'Type (in) 8' 10' 12'6.5'Type (in) 8' 10' 12'7'Type (in) 8' 10' 12'7.5'Type (in) 8' 10' 12'8'Type (in) 8' 10' 12' On Slab On Slab n/a C n/a C n/a C n/a C n/a C n/a C n/a C n/a C n/a C n/a C n/a C 0.042"x3"x8" N30 11'Ͳ0'' A1 20 26 28 29 10'Ͳ2'' A1 21 26 27 29 9'Ͳ4''A1 21 2527288'Ͳ8'' A1 21 25 26 28 8'Ͳ2'' A1 22 2526277'Ͳ8'' A1 22 2426277'Ͳ3''A1 22 2425266'Ͳ10'' A1 22 2325266'Ͳ7''A1 23 2325266'Ͳ3'' A2 23 23 24 25 5'Ͳ11''A2 23 232426 Double 3"x8" N25 16'Ͳ3'' A2 23 29 31 32 15'Ͳ2'' A2 24 29 30 32 14'Ͳ0'' A3 24 28 30 31 13'Ͳ1'' A3 25 28 29 31 12'Ͳ5'' A3 25 27 29 30 11'Ͳ9'' A3 25 27 28 30 11'Ͳ2'' B 26 26 28 29 10'Ͳ7'' C 26 26 28 29 10'Ͳ2'' C 26 26 27 29 9'Ͳ9'' C 26 26 27 28 9'Ͳ4'' C 27 25 27 28 Double 2"x6.625" N25 14'Ͳ6'' A1 22 27 29 30 13'Ͳ6'' A2 23 27 28 29 12'Ͳ6'' A2 23 26 28 29 11'Ͳ9'' A2 24 26 27 28 11'Ͳ2'' A3 24 25 27 28 10'Ͳ7'' A3 24 25 26 28 10'Ͳ0''A3 25 2526279'Ͳ7'' A3 25 2426279'Ͳ3''A3 25 2425278'Ͳ10'' B 26 24 25 26 8'Ͳ6'' C 26 24 25 26 5.5" Extruded Fascia L 13'Ͳ11'' A1 22 25 27 28 13'Ͳ0'' A1 23 25 26 28 12'Ͳ0'' A2 23 25 26 27 11'Ͳ2'' A2 23 24 25 27 10'Ͳ7'' A2 24 24 25 26 10'Ͳ0'' A2 24 2325269'Ͳ6''A3 24 2324269'Ͳ0'' A3 25 2324258'Ͳ8''A3 25 2324258'Ͳ4'' A3 25 23 24 25 8'Ͳ0''A3 25 232426 California Fascia N10, G 12'Ͳ3'' A1 21 24 25 26 11'Ͳ4'' A1 22 23 25 26 10'Ͳ5''A1 22 2324259'Ͳ8'' A1 22 22 24 25 9'Ͳ2'' A1 23 2223248'Ͳ7'' A2 23 2223248'Ͳ2''A2 23 2123247'Ͳ8'' A2 23 22 23 24 7'Ͳ5''A2 24 2224257'Ͳ1'' A2 24 23 24 25 6'Ͳ9''A2 24 232426 Classic Fascia H 20'Ͳ7'' A3 25 28 30 32 19'Ͳ4'' C 26 28 30 31 18'Ͳ0'' C 26 27 29 30 16'Ͳ11'' C 27 27 29 30 16'Ͳ2'' D 27 27 28 30 15'Ͳ4'' D 28 26 28 29 14'Ͳ8'' D 28 26 28 29 14'Ͳ1'' E 28 26 27 29 13'Ͳ8'' E 29 26 27 28 13'Ͳ2'' E 29 25 27 28 12'Ͳ8'' E 29 25 27 28 16 G Steel C N9, T 18'Ͳ8'' A3 24 30 32 33 17'Ͳ1'' A3 25 30 31 33 15'Ͳ6'' A3 25 29 30 32 14'Ͳ3'' A3 25 28 30 31 13'Ͳ5'' B 26 28 29 31 12'Ͳ6'' C 26 27 29 30 11'Ͳ8'' C 26 27 28 30 11'Ͳ0''C26262829 10'Ͳ6'' C 26 26 28 29 9'Ͳ11'' C 27 26 27 29 9'Ͳ5'' C 27 25 27 28 14 G Steel C N9, T 22'Ͳ5'' B 26 32 33 35 20'Ͳ7'' C 26 31 33 34 18'Ͳ10'' C 27 30 32 34 17'Ͳ4'' D 27 30 31 33 16'Ͳ4'' D 27 29 31 32 15'Ͳ3'' D 28 29 30 32 14'Ͳ3'' D 28 28 30 31 13'Ͳ6'' D 28 28 29 31 12'Ͳ11'' E 28 27 29 30 12'Ͳ3'' E 29 27 29 30 11'Ͳ8'' E 29 27 28 30 12 G Steel C N9, T 32'Ͳ7'' E 29 35 37 39 30'Ͳ2'' E 30 34 36 38 27'Ͳ9'' E 30 33 35 37 25'Ͳ9'' E 31 33 35 36 24'Ͳ4'' F 31 32 34 36 22'Ͳ10'' F 32 32 34 35 21'Ͳ7'' F 32 31 33 35 20'Ͳ6'' G 32 31 33 34 19'Ͳ8'' G 33 31 32 34 18'Ͳ9'' G 33 30 32 34 18'Ͳ0'' G 33 30 32 33 Double 16 G Steel C N9, N25, T 32'Ͳ0'' E 29 35 37 38 30'Ͳ0'' E 30 34 36 38 27'Ͳ10'' E 30 33 35 37 26'Ͳ1'' E 31 33 35 36 24'Ͳ11'' F 32 32 34 36 23'Ͳ8'' G 32 32 34 36 22'Ͳ6'' G 32 32 34 35 21'Ͳ6'' G 33 31 33 35 20'Ͳ10'' G 33 31 33 34 20'Ͳ0''G 34 31 33 34 19'Ͳ4'' G 34 30 32 34 Double 14 G Steel C N9, N25, T 36'Ͳ10'' E 30 36 38 40 34'Ͳ6'' F 31 35 37 39 32'Ͳ1'' F 32 35 37 38 30'Ͳ1'' G 32 34 36 38 28'Ͳ9'' G 33 34 36 37 27'Ͳ4'' G 34 33 35 37 26'Ͳ1'' G 34 33 35 36 25'Ͳ0'' G 34 32 34 36 24'Ͳ2'' H1 35 32 34 36 23'Ͳ3'' H1 35 32 34 35 22'Ͳ6''H1 36 323335 Double 12 G Steel C N9, N25, T 40'Ͳ0'' F 31 37 39 41 40'Ͳ0'' G 33 37 39 41 40'Ͳ0'' G 34 37 39 41 39'Ͳ9'' H1 36 37 39 41 38'Ͳ1'' H1 36 36 38 40 36'Ͳ2'' H1 37 36 38 40 34'Ͳ6'' H1 37 35 37 39 33'Ͳ1''H1 38 35373932'Ͳ1'' H1 38 35 37 38 30'Ͳ11'' H2 39 34 36 38 29'Ͳ11''H2 39 343638 Steel Cloverleaf W 10'Ͳ10'' A1 20 20 22 23 10'Ͳ0'' A1 21 20 21 22 9'Ͳ2''A1 21 2021228'Ͳ5'' A1 21 20 21 22 8'Ͳ0'' A1 22 2022237'Ͳ6'' A1 22 2122237'Ͳ0''A1 22 2123246'Ͳ8'' A1 22 22 23 24 6'Ͳ5''A1 22 2224256'Ͳ1'' A1 23 23 24 25 5'Ͳ10''A2 23 232426 DBL Steel Cloverleaf AA 16'Ͳ9'' A2 23 23 24 25 15'Ͳ8'' A2 24 23 24 25 14'Ͳ7'' A3 25 22 23 25 13'Ͳ9'' A3 25 22 23 24 13'Ͳ2'' A3 25 22 23 24 12'Ͳ6'' C 26 21 22 24 11'Ͳ11'' C 26 21 23 24 11'Ͳ5'' C 27 22 23 24 11'Ͳ1'' D 27 22 24 25 10'Ͳ8'' D 27 23 24 25 10'Ͳ4'' D 27 23 24 26 4x3 I Beam Y 11'Ͳ4'' A1 20 22 24 25 11'Ͳ0'' A1 21 22 23 25 10'Ͳ7'' A1 22 22 23 24 10'Ͳ3'' A1 23 22 23 24 10'Ͳ0''A2 23 2223249'Ͳ8'' A2 24 2123249'Ͳ3''A2 24 2123248'Ͳ10'' A3 24 2223248'Ͳ7''A3 25 2224258'Ͳ3'' A3 25 23 24 25 8'Ͳ0''A3 25 232426 7x4 I Beam Q 16'Ͳ1'' A2 23 28 30 31 15'Ͳ6'' A2 24 28 29 31 14'Ͳ11'' A3 25 28 29 31 14'Ͳ6'' A3 25 27 29 30 14'Ͳ2'' C 26 27 29 30 13'Ͳ9'' C 27 27 29 30 13'Ͳ6'' D 27 27 28 30 13'Ͳ3'' D 28 27 28 30 13'Ͳ1'' E 28 27 28 30 12'Ͳ9'' E 29 27 28 29 12'Ͳ7'' E 29 26 28 29 trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 8.5'Type (in) 8' 10' 12'9'Type (in) 8' 10' 12'10'Type (in) 8' 10' 12'11'Type (in) 8' 10' 12'12'Type (in) 8' 10' 12'13'Type (in) 8' 10' 12'14'Type (in) 8' 10' 12'15'Type (in) 8' 10' 12'16'Type (in) 8' 10' 12'17'Type (in) 8' 10' 12' On Slab On Slab n/a C n/a C n/a C n/a C n/a C n/a C n/a C n/a C n/a C n/a C 0.042"x3"x8" N30 5'Ͳ9''A2 23 2325265'Ͳ6'' A2 23 24 25 26 5'Ͳ1''A2 23 2426274'Ͳ9'' A2 24 25 26 28 4'Ͳ5'' A2 24 2627284'Ͳ2'' A2 24 2628293'Ͳ11''A2 24 2728293'Ͳ8'' A3 24 2729303'Ͳ6''A3 24 2829313'Ͳ4'' A3 24 28 30 31 Double 3"x8" N25 9'Ͳ1'' D 27 25 27 28 8'Ͳ9'' D 27 25 26 28 8'Ͳ2'' D 27 25 26 27 7'Ͳ8'' D 28 25 26 28 7'Ͳ3'' D 28 26 27 28 6'Ͳ11'' E 28 26 28 29 6'Ͳ7'' E 29 27 28 29 6'Ͳ3'' E 29 27 29 30 6'Ͳ0'' E 29 28 29 31 5'Ͳ9'' E 29 28 30 31 Double 2"x6.625" N25 8'Ͳ3'' C 26 23 25 26 8'Ͳ0'' C 26 24 25 26 7'Ͳ6'' C 27 24 26 27 7'Ͳ1'' D 27 25 26 28 6'Ͳ9'' D 27 26 27 28 6'Ͳ4'' D 28 26 28 29 6'Ͳ1'' D 28 27 28 29 5'Ͳ10'' D 28 27 29 30 5'Ͳ7'' E 28 28 29 31 5'Ͳ5'' E 29 28 30 31 5.5" Extruded Fascia L 7'Ͳ9''A3 25 2325267'Ͳ5'' B 26 24 25 26 7'Ͳ0'' C 26 2426276'Ͳ6'' C 26 25 26 28 6'Ͳ2'' C 27 26 27 28 5'Ͳ10'' D 27 26 28 29 5'Ͳ7'' D 27 27 28 29 5'Ͳ4'' D 27 27 29 30 5'Ͳ1'' D 27 28 29 31 4'Ͳ11'' D 28 28 30 31 California Fascia N10, G 6'Ͳ6''A3 24 2325266'Ͳ3'' A3 24 24 25 26 5'Ͳ10''A3 25 2426275'Ͳ5'' A3 25 25 26 28 5'Ͳ2'' A3 25 2627284'Ͳ10'' A3 25 2628294'Ͳ7''A3 25 2728294'Ͳ4'' A3 26 2729304'Ͳ2'' B 26 28 29 31 4'Ͳ0'' C 26 28 30 31 Classic Fascia H 12'Ͳ5'' E 30 25 26 28 12'Ͳ0'' E 30 25 26 28 11'Ͳ5'' E 31 25 26 27 10'Ͳ10'' F 31 25 26 28 10'Ͳ5'' F 32 26 27 28 10'Ͳ0'' G 32 26 28 29 9'Ͳ7'' G 32 27 28 29 9'Ͳ3'' G 33 27 29 30 8'Ͳ11'' G 33 28 29 31 8'Ͳ8'' G 33 28 30 31 16 G Steel C N9, T 8'Ͳ11'' C 27 25 27 28 8'Ͳ5'' C 27 25 26 27 7'Ͳ7'' D 27 24 26 27 6'Ͳ10'' C 27 25 26 28 6'Ͳ4'' C 27 26 27 28 5'Ͳ10'' C 27 26 28 29 5'Ͳ5'' C 27 27 28 29 5'Ͳ1'' D 27 27 29 30 4'Ͳ9'' C 27 28 29 31 4'Ͳ5'' C 27 28 30 31 14GSteelC N9,T 11'Ͳ3'' E 29 27 28 29 10'Ͳ9'' E 29 26 28 29 10'Ͳ0'' E 29 26 27 29 9'Ͳ3'' E 30 25 27 28 8'Ͳ7'' E 30 26 27 28 7'Ͳ10'' E 30 26 28 29 7'Ͳ4'' E 30 27 28 29 6'Ͳ10'' E 30 27 29 30 6'Ͳ5'' E 30 28 29 31 6'Ͳ0'' E 30 28 30 31 12 G Steel C N9, T 17'Ͳ5'' G 33 30 31 33 16'Ͳ9'' G 34 29 31 33 15'Ͳ8'' G 34 29 31 32 14'Ͳ8'' G 34 28 30 31 13'Ͳ10'' H1 35 28 30 31 13'Ͳ1'' H1 35 28 29 31 12'Ͳ5''H1 35 27293011'Ͳ11'' H1 36 27 29 30 11'Ͳ4'' H1 36 28 29 31 10'Ͳ11'' H1 36 28 30 31 Double 16 G Steel C N9, N25, T 18'Ͳ9'' G 34 30 32 34 18'Ͳ2'' H1 35 30 32 33 17'Ͳ2'' H1 35 30 31 33 16'Ͳ3'' H1 36 29 31 32 15'Ͳ6'' H1 36 29 30 32 14'Ͳ10'' H1 36 28 30 32 14'Ͳ3'' H1 37 28 30 31 13'Ͳ8'' H1 37 28 30 31 13'Ͳ2'' H1 38 28 29 31 12'Ͳ9'' H1 38 28 30 31 Double 14 G Steel C N9, N25, T 21'Ͳ11'' H1 36 31 33 35 21'Ͳ2'' H1 36 31 33 35 20'Ͳ1''H1 37 31 33 34 19'Ͳ1'' H1 38 30 32 34 18'Ͳ3'' H1 38 30 32 33 17'Ͳ5'' H1 39 30 31 33 16'Ͳ10'' H2 39 29 31 33 16'Ͳ3'' H2 39 29 31 32 15'Ͳ8'' H2 40 29 31 32 15'Ͳ2'' H2 40 29 30 32 Double 12 G Steel C N9, N25, T 29'Ͳ1'' H2 40 34 36 37 28'Ͳ3'' H2 40 34 35 37 26'Ͳ10'' H2 41 33 35 37 25'Ͳ6'' H3 41 33 35 36 24'Ͳ6'' H3 42 32 34 36 23'Ͳ5'' H3 42 32 34 35 22'Ͳ7'' H3 43 32 34 35 21'Ͳ11'' H3 44 31 33 35 21'Ͳ2'' H4 44 31 33 35 20'Ͳ6'' H4 44 31 33 34 Steel Cloverleaf W 5'Ͳ7''A2 23 2325265'Ͳ5'' A2 23 24 25 26 5'Ͳ0''A2 23 2426274'Ͳ8'' A2 24 25 26 28 4'Ͳ5'' A2 24 2627284'Ͳ2'' A2 24 2628293'Ͳ11''A3 24 2728293'Ͳ9'' A3 24 27 29 30 3'Ͳ7''A3 24 2829313'Ͳ5'' A3 25 28 30 31 DBL Steel Cloverleaf AA 10'Ͳ0'' D 28 23 25 26 9'Ͳ9'' D 28 24 25 26 9'Ͳ3'' E 29 24 26 27 8'Ͳ9'' E 29 25 26 28 8'Ͳ5'' E 29 26 27 28 8'Ͳ1'' E 30 26 28 29 7'Ͳ9'' E 30 27 28 29 7'Ͳ6'' E 31 27 29 30 7'Ͳ3'' E 31 28 29 31 7'Ͳ0'' F 31 28 30 31 4x3 I Beam Y 7'Ͳ9'' B 26 2325267'Ͳ6'' C 26 24 25 26 7'Ͳ0'' C 26 24 26 27 6'Ͳ5'' C 26 25 26 28 6'Ͳ0'' C 26 26 27 28 5'Ͳ8'' C 26 26 28 29 5'Ͳ4'' C 27 27 28 29 5'Ͳ0'' C 27 27 29 30 4'Ͳ9'' D 27 28 29 31 4'Ͳ6'' D 27 28 30 31 7x4 I Beam Q 12'Ͳ5'' E 30 26 28 29 11'Ͳ11'' E 30 26 28 29 11'Ͳ1'' E 30 26 27 28 10'Ͳ3'' E 31 25 27 28 9'Ͳ7'' E 31 26 27 28 8'Ͳ11'' E 31 26 28 29 8'Ͳ5'' F 31 27 28 29 8'Ͳ0'' F 31 27 29 30 7'Ͳ7'' F 31 28 29 31 7'Ͳ2'' F 31 28 30 31 Amerimax Exterior Home Products Carl Putnam, P. E. 28921 US Hwy 74 3441 Ivylink Place Romoland, CA 92585 Lynchburg, VA 24503 carlputnam@comcast.net 150% 150% 100% ICC ESR 1398 (2021 IBC) 12/16/2022 Page 63 of 133 5283031 1283031 7283031 1283031 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 49 of 133 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 110 of 133 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 111 of 133 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 112 of 133 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 113 of 133 7.0 ALTERNATIVE FOOTING TABLES (PAGE 1 CONVERSION TO SQUARE TOP FOOTING For UPLIFT UPLIFT FOOTING SIZE BASED ON ACTUAL SITE DIMENSIONS EQUIVALENT UPLIFT AND Footings Only Wind Condition For Attached Structures CONSTRAINED FOOTINGS Footing Depth 100 MPH 110 MPH 115 MPH 95 MPH 100 MPH 105 MPH 110 MPH 115 MPH 120 MPH 130 MPH 140 MPH Existing Residence DIAMETER OF 18'' 24'' 30'' 36''Exp BExp BExp BExp CExp CExp CExp CExp CExp CExp CExp C CIRCULAR d (in) Required Side of Square Footing Solid or or or or or or or or Lattice FOOTINGS (IN)20'' 21'' 18'' 16'' 15''Cover Wind Condition For Freestanding Structures Cover 12'' 18'' 24'' 36''21'' 23'' 20'' 18'' 16''Trib 120 MPH 130 MPH 140 MPH 110 MPH 120 MPH 120 MPH 130 MPH 130 MPH 140 MPH 150 MPH 160 MPH Trib 1/2 PANEL SPAN DEPTH OF 22'' 24'' 21'' 19'' 17''Area Exp BExp BExp BExp CExp CExp CExp CExp CExp CExp CExp CArea CIRCULAR 23'' 26'' 23'' 20'' 18''(sq ft) Required "d" of Footing (in) (sq ft)Panel Span FOOTINGS (IN)24'' 28'' 24'' 21'' 20'' 15 15'' 16'' 16'' 16'' 17'' 17'' 18'' 18'' 19'' 20'' 21'' 25 Corner Trib Area for 1/2 PANEL SPAN CONSTRAINED 25'' 29'' 26'' 23'' 21'' 20 16'' 17'' 18'' 18'' 18'' 19'' 19'' 20'' 21'' 22'' 23'' 33 Trib Area Trib Middle Post 14'' 17'' 24'' 14'' 14'' 14'' 26'' 31'' 27'' 24'' 22'' 25 17'' 19'' 19'' 19'' 20'' 20'' 21'' 22'' 22'' 24'' 25'' 42 15'' 18'' 30'' 15'' 15'' 15'' 27'' 33'' 29'' 26'' 23'' 30 19'' 20'' 20'' 20'' 21'' 22'' 22'' 23'' 24'' 25'' 26'' 50 16'' 19'' 36'' 16'' 16'' 16'' 28'' 35'' 30'' 27'' 25'' 35 20'' 21'' 22'' 21'' 22'' 23'' 23'' 24'' 25'' 26'' 28'' 58 Post Spacing Panel 17'' 21'' 43'' 19'' 17'' 17'' 29'' 37'' 32'' 29'' 26'' 40 20'' 22'' 23'' 22'' 23'' 24'' 25'' 25'' 26'' 28'' 29'' 67 Overhang 18'' 22'' 52'' 23'' 18'' 18'' 30'' 39'' 34'' 30'' 27'' 45 21'' 23'' 23'' 23'' 24'' 25'' 26'' 26'' 27'' 29'' 30'' 75 Figure 1 19'' 23'' 61'' 27'' 19'' 19'' 31'' 41'' 35'' 32'' 29'' 50 22'' 24'' 24'' 24'' 25'' 26'' 26'' 27'' 28'' 30'' 31'' 83 Determine Trib Area from Figure 1 20'' 24'' n/a 31'' 20'' 20'' 32'' 43'' 37'' 33'' 30'' 55 23'' 24'' 25'' 25'' 26'' 26'' 27'' 28'' 29'' 31'' 32'' 92 21'' 26'' n/a 36'' 21'' 21'' 33'' 45'' 39'' 35'' 32'' 60 23'' 25'' 26'' 25'' 26'' 27'' 28'' 29'' 30'' 31'' 33'' 100 INSTRUCTIONS TO USE TABLE 7.10 22'' 27'' n/a 42'' 24'' 22'' 34'' 47'' 40'' 36'' 33'' 65 24'' 26'' 26'' 26'' 27'' 28'' 29'' 30'' 31'' 32'' 34'' 108 1. TABLE DETERMINES UPLIFT FOOTING SIZE ONLY 23'' 28'' n/a 48'' 27'' 23'' 35'' 49'' 42'' 38'' 35'' 70 25'' 26'' 27'' 27'' 28'' 29'' 30'' 30'' 31'' 33'' 35'' 117 MAY BE USED FOR FREESTANDING COVERS. 24'' 30'' n/a 54'' 31'' 24'' 36'' 51'' 44'' 39'' 36'' 80 26'' 28'' 28'' 28'' 29'' 30'' 31'' 32'' 33'' 35'' 36'' 133 DOES NOT AFFECT REQUIRED CONSTRAINED FOOTING SIZE. 25'' 31'' n/a 61'' 35'' 25'' 37'' 53'' 46'' 41'' 38'' 90 27'' 29'' 30'' 29'' 30'' 31'' 32'' 33'' 34'' 36'' 38'' 150 2. DETERMINE ACTUAL TRIBUTARY AREA 26'' 32'' n/a 69'' 39'' 26'' 38'' 55'' 48'' 43'' 39'' 100 28'' 30'' 31'' 30'' 31'' 32'' 33'' 34'' 35'' 37'' 39'' 167 FOR MIDDLE POSTS THIS IS: 27'' 34'' n/a 77'' 44'' 27'' 39'' 57'' 50'' 44'' 41'' 110 29'' 31'' 32'' 31'' 32'' 33'' 34'' 35'' 37'' 39'' 41'' 183 TRIB WIDTH x POST SPACING 28'' 35'' n/a 86'' 49'' 28'' 40'' 60'' 52'' 46'' 42'' 120 29'' 32'' 33'' 32'' 33'' 34'' 35'' 36'' 38'' 40'' 42'' 200 FOR END POSTS THIS IS: 29'' 36'' n/a n/a 54'' 29'' 41'' N/A 54'' 48'' 44'' 130 30'' 32'' 33'' 33'' 34'' 35'' 36'' 37'' 39'' 41'' 43'' 217 (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH 30'' 38'' n/a n/a 60'' 30'' 42'' N/A 56'' 50'' 45'' 140 31'' 33'' 34'' 34'' 35'' 36'' 37'' 38'' 40'' 42'' 44'' 233 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 31'' 39'' n/a n/a 66'' 31'' 43'' N/A 58'' 51'' 47'' 150 32'' 34'' 35'' 34'' 36'' 37'' 38'' 39'' 40'' 43'' 45'' 250 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA 32'' 40'' n/a n/a 72'' 32'' 44'' N/A 60'' 53'' 49'' 160 32'' 35'' 36'' 35'' 36'' 38'' 39'' 40'' 41'' 44'' 46'' 267 5. INTERMEDIATE VALUES MAY BE INTERPOLATED 33'' 42'' n/a n/a 79'' 35'' 45'' N/A N/A 55'' 50'' 170 33'' 35'' 37'' 36'' 37'' 39'' 40'' 41'' 42'' 45'' 47'' 283 34'' 43'' n/a n/a 87'' 39'' 46'' N/A N/A 57'' 52'' 180 34'' 36'' 37'' 37'' 38'' 39'' 41'' 42'' 43'' 45'' 48'' 300 Amerimax Exterior Home Products 35'' 44'' n/a n/a 95'' 42'' 47'' N/A N/A 59'' 54'' 190 34'' 37'' 38'' 37'' 39'' 40'' 41'' 43'' 44'' 46'' 49'' 317 28921 US Hwy 74 36'' 46'' n/a n/a 103'' 46'' 48'' N/A N/A N/A 55'' 200 35'' 37'' 39'' 38'' 39'' 41'' 42'' 43'' 45'' 47'' 49'' 333 Romoland, CA 92585 37'' 47'' n/a n/a 112'' 50'' 49'' N/A N/A N/A 57'' 210 36'' 38'' 39'' 39'' 40'' 41'' 43'' 44'' 45'' 48'' 50'' 350 38'' 48'' n/a n/a n/a 54'' 50'' N/A N/A N/A 59'' 220 36'' 39'' 40'' 39'' 41'' 42'' 43'' 45'' 46'' 49'' 51'' 367 Carl Putnam, P. E. 39'' 50'' n/a n/a n/a 58''TABLE 7.9 230 37'' 39'' 40'' 40'' 41'' 43'' 44'' 45'' 47'' 49'' 52'' 383 3441 Ivylink Place 40'' 51'' n/a n/a n/a 63'' 240 37'' 40'' 41'' 40'' 42'' 43'' 45'' 46'' 47'' 50'' 53'' 400 Lynchburg, VA 24503 41'' 53'' n/a n/a n/a 68'' 250 38'' 40'' 42'' 41'' 42'' 44'' 45'' 47'' 48'' 51'' 53'' 417 42'' 54'' n/a n/a n/a 73''TABLE 7.8 260 38'' 41'' 42'' 41'' 43'' 44'' 46'' 47'' 49'' 51'' 54'' 433 43'' 55'' n/a n/a n/a 78'' 270 39'' 41'' 43'' 42'' 43'' 45'' 46'' 48'' 49'' 52'' 55'' 450 44'' 57'' n/a n/a n/a 84'' 280 39'' 42'' 43'' 42'' 44'' 45'' 47'' 48'' 50'' 53'' 55'' 467 290 40'' 42'' 44'' 43'' 44'' 46'' 48'' 49'' 50'' 53'' 56'' 483 300 40'' 43'' 44'' 43'' 45'' 47'' 48'' 50'' 51'' 54'' 57'' 500 310 40'' 43'' 45'' 44'' 45'' 47'' 49'' 50'' 52'' 54'' 57'' 517 320 41'' 44'' 45'' 44'' 46'' 48'' 49'' 51'' 52'' 55'' 58'' 533 330 41'' 44'' 46'' 45'' 46'' 48'' 50'' 51'' 53'' 56'' 58'' 550 340 42'' 45'' 46'' 45'' 47'' 49'' 50'' 52'' 53'' 56'' 59'' 567 350 42'' 45'' 46'' 46'' 47'' 49'' 51'' 52'' 54'' 57'' 60'' 583 360 43'' 45'' 47'' 46'' 48'' 49'' 51'' 53'' 54'' 57'' 60'' 600 TABLE 7.10 Misc4a-2021 CO N S T R A I N E D FO O T I N G ( I N ) NO N C O N S T R A I N E D FO O T I N G ( I N ) ICC ESR 1398 (2021 IBC) 12/16/2022 Page 127 of 133