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BPAT2024-0092 Structural Details
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 Digitally signed by Carl M Putnam Date: 2023.05.09 14:04:47 -04'00' 12/10/2024Edward Ghera BPAT2024-0092 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 1 of 133 MAY 09 2023 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 2 of 133 MAY 09 2023 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 4 of 133 MAY 09 2023 SECTION 4.0 SOLID COVER INSTRUCTIONS AND POST TABLES Table 4.2 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/ PANELS), WIDTH (DIMENSION PERP TO PANELS) AND OVERHANG OF UNIT 0.040"x3"x3" Aluminum Post 10' A2 N14/Z 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 N30 (PATIO COVERS USE 10 PSF MIN, CARPORT & COMMERCIAL UNITS USE 20 PSF MIN)0.024"x3"x3"Post with 0.024" Sideplates 10' B N16, BK 4. a. DETERMINE IF PANELS ARE SINGLE OR MULTISPAN. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS TABLE 4.1 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 0.040"x3"x3"Post with 0.024" Sideplates 10' C N16, BK ADEQUATE CLEARSPAN FOR YOUR NEEDS.OVER‐PROJECTION OF SINGLE SPAN STRUCTURES (FT)Clover 0.030"x3"x3" Alum 11' D N11, AH b. FOR AN ATTACHED STRUCTURE, CONFIRM THE ALLOWABLE SPAN BASED ON THE PANEL 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 N11, AH c. DETERMINE THE PANEL 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 N16, BK 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 4.1 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 5.0 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 N11, AH 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 N11, AH 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 N11, AH c. 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 N11, AH d. 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 N11, AH e. SEISMIC, 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 N17, AG 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 N17, AG 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 N17, AG h. a‐e 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 N17, AG 7. CHOOSE A HEADER FROM TABLES IN SECTION 5.0 THAT HAS ADEQUATE POST SPACING. FOR PATIO COVERS SUPPORTED BY CONCRETE SLAB GOT TO STEP SLAB7 3/16"x4"x4" Steel Square 15' K1 N17, AG 8.DETERMINE FOOTING SIZE 3/16"x4"x4" Steel Square 12' K2 N17, AG USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET 3/16"x5"x5" Steel Square 15' L1 N17, AG a. STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE 3/16"x5"x5" Steel Square 12' L2 N17, AG b. PROJECTION IS EQUAL OR SHORTER THAN WIDTH (SEE SHEET SCO1) OR TABLES L1 AND L2 ON MISC5 ARE SATISFIED 3/16"x6"x6" Steel Square 15' M1 N17, AG c. GO TO #9a TO DETERMINE POST TYPE TABLE 4.3 IF EITHER 8a OR 8b ARE NOT TRUE THEN:Uplift Constrained d (in) d. CHOOSE CONSTRAINED FOOTING SIZE FROM SECTION 5.0 BASED 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 USE DETAIL N29, AQ OR M5 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 5.0 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 4.2 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 5.0 IS H3, WHICH HAS A MAX HEIGHT OF 9' BUT A 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 IS DESIRED THEN UPGRADE POST TO TYPE I1 22 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 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 CONSTRAINED FOOTING ON TABLE 4.3 25 H1 H1 H1 H1 H1 H1 H1 H4 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 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. TABLE 4.2 SHOWS POST TYPE 27 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 0 "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: A 20" UPLIFT FOOTING AND A 40" CONSTRAINED FOOTING 29 H1 H1 H1 H1 H1 H1 H2 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 ARE REQUIRED. POST TYPE "K2" IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 30 H1 H1 H1 H1 H1 H1 H3 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 "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 (N1‐N35 on SHEETS NP01‐NP04 or A‐BM ON SHEETS CD01‐CD09 )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 K2 K2 K2 K2 M1 M1 M1 M1 0 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 K2 M1 M1 M1 M1 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 5.0, 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 OR HEADER POST SPACING 42 H2 H3 H3 H4 H5 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 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 5.0. 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 5.0 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 52 of 133 MAY 09 2023 SECTION 4.0 SOLID COVER PANEL SPANS FOR ATTACHED 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) 105 110 115 100 105 110 115 (psf) (in) 105 110 115 100 105 110 115 (psf) (in) 105 110 115 100 105 110 115 (psf) (in) 105 110 115 100 105 110 115 Amerimax Exterior 10 0.018 11'-2'' 10'-7'' 10'-0'' 9'-9'' 9'-2'' 8'-9'' 8'-4'' 10 0.018 12'-1'' 12'-1'' 10'-8'' 10'-6'' 9'-3'' 8'-3'' 7'-5'' 10 0.018 7'-3'' 6'-11'' 6'-7'' 6'-4'' 6'-0'' 5'-9'' 5'-5'' 10 0.018 10'-7'' 10'-3'' 9'-11'' 9'-11'' 9'-8'' 9'-5'' 9'-2''Home Products 0.024 14'-8'' 13'-11'' 13'-3'' 12'-10'' 12'-1'' 11'-6'' 10'-11'' 0.024 14'-7'' 14'-7'' 14'-2'' 14'-2'' 13'-9'' 13'-5'' 13'-0'' 0.024 10'-0'' 9'-6'' 9'-0'' 8'-9'' 8'-3'' 7'-10'' 7'-6'' 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'' 17'-3'' 16'-8'' 15'-9'' 14'-11'' 14'-2'' 0.032 17'-2'' 17'-2'' 17'-2'' 16'-7'' 16'-2'' 16'-2'' 15'-8'' 0.032 13'-7'' 13'-1'' 12'-6'' 12'-1'' 11'-5'' 10'-10'' 10'-4''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'-11'' 17'-11'' 17'-7'' 16'-8'' 15'-10''0.036 18'-4'' 18'-4'' 18'-4'' 18'-4'' 17'-9'' 17'-3'' 16'-9''0.036 14'-1'' 14'-1'' 13'-9'' 13'-4'' 12'-7'' 11'-11'' 11'-4''0.040 15'-6'' 15'-6'' 15'-6'' 15'-2'' 14'-11'' 14'-8'' 14'-5'' 15 0.018 10'-8'' 10'-5'' 10'-0'' 9'-9'' 9'-2'' 8'-9'' 8'-4'' 15 0.018 9'-7'' 9'-2'' 8'-8'' 8'-8'' 8'-4'' 7'-7'' 7'-4'' 15 0.018 7'-3'' 6'-11'' 6'-7'' 6'-4'' 6'-0'' 5'-9'' 5'-5'' 15 0.018 9'-5'' 9'-2'' 9'-0'' 9'-0'' 8'-9'' 8'-7'' 8'-5''Carl Putnam, P. E. 0.024 14'-1'' 13'-11'' 13'-3'' 12'-10'' 12'-1'' 11'-6'' 10'-11'' 0.024 13'-0'' 13'-0'' 12'-9'' 12'-9'' 12'-5'' 12'-2'' 11'-8'' 0.024 9'-11'' 9'-6'' 9'-0'' 8'-9'' 8'-3'' 7'-10'' 7'-6'' 0.024 12'-3'' 12'-3'' 12'-0'' 12'-0'' 11'-7'' 11'-4'' 11'-1''3441 Ivylink Place 0.032 16'-1'' 16'-1'' 16'-1'' 15'-10'' 15'-9'' 14'-11'' 14'-2''0.032 15'-4'' 15'-4'' 15'-4'' 14'-11'' 14'-7'' 14'-3'' 13'-11''0.032 12'-7'' 12'-7'' 12'-5'' 12'-1'' 11'-5'' 10'-10'' 10'-4''0.032 13'-5'' 13'-5'' 13'-2'' 13'-2'' 13'-0'' 12'-10'' 12'-7''Lynchburg, VA 24503 0.036 16'-8'' 16'-8'' 16'-8'' 16'-5'' 16'-5'' 16'-2'' 15'-10''0.036 16'-4'' 16'-4'' 16'-4'' 16'-0'' 16'-0'' 15'-7'' 15'-3''0.036 13'-1'' 13'-1'' 12'-11'' 12'-11'' 12'-7'' 11'-11'' 11'-4''0.040 14'-5'' 14'-5'' 14'-2'' 14'-2'' 13'-11'' 13'-9'' 13'-7''(434) 384-2514 20 0.018 9'-9'' 9'-6'' 9'-6'' 9'-4'' 9'-2'' 8'-9'' 8'-4'' 20 0.018 7'-7'' 7'-7'' 7'-4'' 7'-1'' 6'-9'' 6'-7'' 6'-4'' 20 0.018 6'-8'' 6'-8'' 6'-6'' 6'-4'' 6'-0'' 5'-9'' 5'-5'' 20 0.018 8'-7'' 8'-5'' 8'-5'' 8'-3'' 8'-1'' 7'-9'' 7'-8''carlputnam@comcast.net 0.024 12'-10'' 12'-10'' 12'-10'' 12'-7'' 12'-1'' 11'-6'' 10'-11''0.024 11'-10'' 11'-8'' 11'-8'' 11'-5'' 11'-2'' 11'-0'' 10'-9''0.024 9'-1'' 8'-11'' 8'-11'' 8'-8'' 8'-3'' 7'-10'' 7'-6''0.024 11'-4'' 11'-1'' 11'-1'' 10'-10'' 10'-8'' 10'-6'' 10'-3'' 0.032 15'-1'' 15'-1'' 15'-1'' 15'-1'' 14'-9'' 14'-6'' 14'-2''0.032 13'-11'' 13'-11'' 13'-11'' 13'-8'' 13'-5'' 13'-2'' 12'-11''0.032 11'-10'' 11'-8'' 11'-8'' 11'-6'' 11'-4'' 10'-10'' 10'-4''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'-8'' 15'-6'' 15'-3'' 15'-1''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'-8'' 11'-4''0.040 13'-7'' 13'-7'' 13'-7'' 13'-4'' 13'-2'' 13'-0'' 12'-10'' 25 0.018 9'-6'' 9'-6'' 9'-4'' 9'-2'' 9'-0'' 8'-9'' 8'-4'' 25 0.018 7'-7'' 7'-4'' 7'-1'' 6'-9'' 6'-7'' 6'-4'' 6'-1'' 25 0.018 6'-8'' 6'-6'' 6'-5'' 6'-3'' 6'-0'' 5'-9'' 5'-5'' 25 0.018 8'-5'' 8'-5'' 8'-3'' 8'-1'' 7'-9'' 7'-8'' 7'-6'' 0.024 12'-10'' 12'-7'' 12'-7'' 12'-4'' 12'-1'' 11'-6'' 10'-11''0.024 11'-8'' 11'-8'' 11'-5'' 11'-2'' 11'-0'' 10'-9'' 10'-7''0.024 8'-11'' 8'-11'' 8'-8'' 8'-6'' 8'-3'' 7'-10'' 7'-6''0.024 11'-1'' 11'-1'' 10'-10'' 10'-8'' 10'-6'' 10'-3'' 10'-1'' 0.032 15'-1'' 15'-1'' 14'-11'' 14'-9'' 14'-6'' 14'-6'' 14'-2''0.032 13'-11'' 13'-8'' 13'-8'' 13'-5'' 13'-2'' 13'-2'' 12'-11''0.032 11'-8'' 11'-8'' 11'-6'' 11'-4'' 11'-2'' 10'-10'' 10'-4''0.032 12'-7'' 12'-5'' 12'-5'' 12'-3'' 12'-2'' 12'-2'' 12'-0'' 0.036 15'-8'' 15'-8'' 15'-6'' 15'-6'' 15'-3'' 15'-1'' 14'-11''0.036 14'-11'' 14'-7'' 14'-7'' 14'-4'' 14'-1'' 14'-1'' 13'-10''0.036 12'-4'' 12'-2'' 12'-2'' 12'-0'' 11'-8'' 11'-7'' 11'-4''0.040 13'-7'' 13'-4'' 13'-4'' 13'-2'' 13'-0'' 13'-0'' 12'-10'' 30 0.018 9'-0'' 8'-10'' 8'-10'' 8'-8'' 8'-6'' 8'-5'' 8'-3'' 30 0.018 6'-7'' 6'-7'' 6'-4'' 6'-1'' 5'-11'' 5'-9'' 5'-7'' 30 0.018 6'-2'' 6'-2'' 6'-1'' 6'-0'' 5'-10'' 5'-9'' 5'-5'' 30 0.018 7'-9'' 7'-9'' 7'-8'' 7'-6'' 7'-5'' 7'-3'' 7'-2'' 0.024 11'-10'' 11'-8'' 11'-8'' 11'-5'' 11'-3'' 11'-1'' 10'-11''0.024 11'-0'' 10'-9'' 10'-9'' 10'-7'' 10'-5'' 10'-3'' 10'-1''0.024 8'-5'' 8'-3'' 8'-3'' 8'-1'' 7'-10'' 7'-8'' 7'-6''0.024 10'-6'' 10'-3'' 10'-3'' 10'-1'' 9'-11'' 9'-9'' 9'-8'' 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'' 10'-11'' 10'-11'' 10'-9'' 10'-7'' 10'-5'' 10'-3''0.032 12'-0'' 12'-0'' 12'-0'' 11'-8'' 11'-7'' 11'-5'' 11'-4'' 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'-7'' 11'-7'' 11'-5'' 11'-4'' 11'-2'' 11'-1''0.040 12'-10'' 12'-10'' 12'-10'' 12'-9'' 12'-7'' 12'-5'' 12'-4'' 35.7 0.018 8'-6'' 8'-5'' 8'-3'' 8'-3'' 8'-2'' 8'-0'' 7'-8'' 35.7 0.018 5'-11'' 5'-9'' 5'-7'' 5'-7'' 5'-5'' 5'-1'' 5'-0'' 35.7 0.018 5'-10'' 5'-9'' 5'-8'' 5'-8'' 5'-7'' 5'-5'' 5'-5'' 35.7 0.018 7'-5'' 7'-3'' 7'-2'' 7'-2'' 7'-1'' 6'-10'' 6'-9'' 0.024 11'-3'' 11'-1'' 10'-11'' 10'-11'' 10'-9'' 10'-7'' 10'-5''0.024 10'-5'' 10'-3'' 10'-1'' 10'-1'' 9'-11'' 9'-10'' 9'-8''0.024 7'-10'' 7'-8'' 7'-7'' 7'-7'' 7'-6'' 7'-3'' 7'-2''0.024 9'-11'' 9'-9'' 9'-8'' 9'-8'' 9'-6'' 9'-4'' 9'-3'' 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'-8'' 11'-6'' 11'-4''0.032 10'-7'' 10'-5'' 10'-3'' 10'-3'' 10'-1'' 9'-11'' 9'-10''0.032 11'-7'' 11'-5'' 11'-4'' 11'-4'' 11'-3'' 11'-1'' 11'-0'' 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'-2'' 11'-1'' 11'-1'' 10'-11'' 10'-10'' 10'-8''0.040 12'-5'' 12'-5'' 12'-4'' 12'-4'' 12'-2'' 12'-1'' 11'-10'' 42 0.018 7'-10'' 7'-10'' 7'-8'' 7'-8'' 7'-7'' 7'-5'' 7'-4'' 42 0.018 5'-1'' 5'-1'' 5'-0'' 5'-0'' 4'-10'' 4'-7'' 4'-6'' 42 0.018 5'-5'' 5'-5'' 5'-5'' 5'-5'' 5'-4'' 5'-2'' 5'-1'' 42 0.018 6'-10'' 6'-10'' 6'-9'' 6'-9'' 6'-8'' 6'-6'' 6'-5'' 0.024 10'-4'' 10'-4'' 10'-4'' 10'-4'' 10'-2'' 10'-0'' 9'-11''0.024 9'-6'' 9'-6'' 9'-6'' 9'-6'' 9'-5'' 9'-3'' 9'-2''0.024 7'-3'' 7'-3'' 7'-2'' 7'-2'' 7'-1'' 6'-11'' 6'-10''0.024 9'-1'' 9'-1'' 9'-1'' 9'-1'' 9'-0'' 8'-10'' 8'-9'' 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'-1'' 10'-11'' 10'-9''0.032 9'-8'' 9'-8'' 9'-8'' 9'-8'' 9'-7'' 9'-5'' 9'-4''0.032 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-10'' 10'-9'' 10'-8'' 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'-8'' 11'-6''0.036 10'-7'' 10'-7'' 10'-7'' 10'-7'' 10'-5'' 10'-3'' 10'-2''0.040 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-8'' 11'-6'' 11'-5'' 50 0.018 7'-2'' 7'-2'' 7'-2'' 7'-2'' 7'-2'' 7'-0'' 6'-11'' 50 0.018 4'-3'' 4'-3'' 4'-3'' 4'-3'' 4'-3'' 4'-1'' 4'-0'' 50 0.018 5'-0'' 5'-0'' 5'-0'' 5'-0'' 5'-0'' 4'-11'' 4'-10'' 50 0.018 6'-4'' 6'-4'' 6'-4'' 6'-4'' 6'-4'' 6'-2'' 6'-1'' 0.024 9'-5'' 9'-5'' 9'-5'' 9'-5'' 9'-5'' 9'-5'' 9'-4''0.024 8'-9'' 8'-9'' 8'-9'' 8'-9'' 8'-9'' 8'-9'' 8'-7''0.024 6'-8'' 6'-8'' 6'-8'' 6'-8'' 6'-8'' 6'-6'' 6'-5''0.024 8'-4'' 8'-4'' 8'-4'' 8'-4'' 8'-4'' 8'-4'' 8'-3'' 0.032 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-8''0.032 10'-3'' 10'-3'' 10'-3'' 10'-3'' 10'-3'' 10'-3'' 10'-2''0.032 8'-10'' 8'-10'' 8'-10'' 8'-10'' 8'-10'' 8'-10'' 8'-9''0.032 10'-4'' 10'-4'' 10'-4'' 10'-4'' 10'-4'' 10'-4'' 10'-2'' 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'' 10'-10''0.036 9'-8'' 9'-8'' 9'-8'' 9'-8'' 9'-8'' 9'-8'' 9'-7''0.040 11'-1'' 11'-1'' 11'-1'' 11'-1'' 11'-1'' 11'-1'' 11'-0'' TABLE 4.4 TABLE 4.5 TABLE 4.6 TABLE 4.7 NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN 2.5" x6" Super Six (Multispan) Detail N3, A 3.5" x12 Super 12 (Multi Span) 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) 105 110 115 100 105 110 115 (psf) (in) 105 110 115 100 105 110 115 (psf) (in) 105 110 115 100 105 110 115 (psf) (in) 105 110 115 100 105 110 115 10 0.018 10'-3'' 10'-3'' 10'-3'' 10'-3'' 9'-9'' 9'-4'' 8'-11'' 10 0.018 10'-8'' 10'-8'' 10'-8'' 10'-8'' 10'-1'' 9'-6'' 8'-8'' 10 0.018 6'-7'' 6'-7'' 6'-4'' 6'-4'' 6'-2'' 5'-9'' 5'-7'' 10 0.018 10'-7'' 10'-7'' 10'-7'' 10'-5'' 9'-11'' 9'-5'' 9'-0'' 0.024 13'-2'' 13'-2'' 13'-2'' 13'-2'' 12'-7'' 12'-0'' 11'-5'' 0.024 14'-7'' 14'-7'' 14'-7'' 14'-5'' 13'-8'' 13'-1'' 12'-6'' 0.024 9'-0'' 9'-0'' 9'-0'' 9'-0'' 8'-8'' 8'-5'' 8'-1'' 0.024 13'-2'' 13'-2'' 13'-2'' 13'-2'' 12'-11'' 12'-6'' 12'-0'' 0.032 16'-6'' 16'-6'' 16'-6'' 16'-6'' 15'-11'' 15'-2'' 14'-6''0.032 17'-2'' 17'-2'' 17'-2'' 17'-0'' 16'-2'' 15'-5'' 14'-9''0.032 12'-2'' 12'-2'' 12'-2'' 12'-2'' 11'-9'' 11'-4'' 10'-10''0.032 14'-5'' 14'-5'' 14'-5'' 14'-5'' 14'-2'' 13'-11'' 13'-8'' 0.036 17'-11'' 17'-11'' 17'-11'' 17'-11'' 17'-7'' 16'-9'' 16'-0''0.036 18'-4'' 18'-4'' 18'-4'' 18'-3'' 17'-4'' 16'-7'' 15'-10''0.036 13'-3'' 13'-3'' 13'-3'' 13'-3'' 12'-10'' 12'-5'' 11'-10''0.040 15'-6'' 15'-6'' 15'-6'' 15'-6'' 15'-2'' 14'-11'' 14'-8'' 15 0.018 9'-1'' 9'-1'' 9'-1'' 9'-1'' 8'-10'' 8'-8'' 8'-5'' 15 0.018 8'-9'' 8'-9'' 8'-9'' 8'-9'' 8'-5'' 8'-1'' 7'-9'' 15 0.018 5'-9'' 5'-7'' 5'-5'' 5'-5'' 5'-4'' 5'-2'' 5'-0'' 15 0.018 9'-5'' 9'-5'' 9'-5'' 9'-5'' 9'-2'' 9'-0'' 8'-9'' 0.024 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-6'' 11'-2'' 10'-11'' 0.024 13'-0'' 13'-0'' 13'-0'' 13'-0'' 12'-9'' 12'-5'' 12'-2'' 0.024 7'-11'' 7'-11'' 7'-11'' 7'-9'' 7'-9'' 7'-6'' 7'-2'' 0.024 12'-3'' 12'-3'' 12'-3'' 12'-3'' 12'-0'' 11'-10'' 11'-7'' 0.032 14'-9'' 14'-9'' 14'-9'' 14'-9'' 14'-5'' 14'-1'' 13'-9''0.032 15'-4'' 15'-4'' 15'-4'' 15'-4'' 14'-11'' 14'-7'' 14'-3''0.032 10'-9'' 10'-9'' 10'-9'' 10'-9'' 10'-6'' 10'-3'' 10'-0''0.032 13'-5'' 13'-5'' 13'-5'' 13'-5'' 13'-2'' 13'-0'' 12'-10'' 0.036 16'-2'' 16'-2'' 16'-2'' 16'-2'' 15'-10'' 15'-5'' 15'-1''0.036 16'-4'' 16'-4'' 16'-4'' 16'-4'' 16'-0'' 15'-7'' 15'-3''0.036 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-6'' 11'-2'' 10'-11''0.040 14'-5'' 14'-5'' 14'-5'' 14'-5'' 14'-2'' 13'-11'' 13'-9'' 20 0.018 8'-3'' 8'-3'' 8'-3'' 8'-3'' 8'-1'' 7'-11'' 7'-9'' 20 0.018 7'-5'' 7'-5'' 7'-5'' 7'-2'' 6'-11'' 6'-8'' 6'-5'' 20 0.018 5'-2'' 5'-0'' 5'-0'' 4'-11'' 4'-10'' 4'-8'' 4'-7'' 20 0.018 8'-7'' 8'-7'' 8'-7'' 8'-7'' 8'-5'' 8'-3'' 8'-1'' 0.024 10'-8'' 10'-8'' 10'-8'' 10'-8'' 10'-6'' 10'-3'' 10'-3''0.024 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-8'' 11'-5'' 11'-5''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'-4'' 11'-1'' 10'-10'' 10'-10'' 0.032 13'-6'' 13'-6'' 13'-6'' 13'-6'' 13'-3'' 13'-0'' 13'-0''0.032 13'-11'' 13'-11'' 13'-11'' 13'-11'' 13'-8'' 13'-5'' 13'-5''0.032 9'-9'' 9'-9'' 9'-9'' 9'-9'' 9'-6'' 9'-4'' 9'-4''0.032 12'-7'' 12'-7'' 12'-7'' 12'-7'' 12'-5'' 12'-3'' 12'-3'' 0.036 14'-10'' 14'-10'' 14'-10'' 14'-10'' 14'-6'' 14'-3'' 14'-3''0.036 14'-11'' 14'-11'' 14'-11'' 14'-11'' 14'-7'' 14'-4'' 14'-4''0.036 10'-8'' 10'-8'' 10'-8'' 10'-8'' 10'-5'' 10'-2'' 10'-2''0.040 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-4'' 13'-2'' 13'-2'' 25 0.018 8'-3'' 8'-3'' 8'-1'' 8'-1'' 7'-11'' 7'-9'' 7'-7'' 25 0.018 7'-5'' 7'-2'' 7'-2'' 6'-11'' 6'-8'' 6'-8'' 6'-5'' 25 0.018 5'-0'' 5'-0'' 4'-11'' 4'-10'' 4'-8'' 4'-7'' 4'-6'' 25 0.018 8'-7'' 8'-7'' 8'-5'' 8'-5'' 8'-3'' 8'-1'' 7'-11'' 0.024 10'-8'' 10'-8'' 10'-8'' 10'-6'' 10'-3'' 10'-3'' 10'-1''0.024 11'-10'' 11'-10'' 11'-10'' 11'-8'' 11'-5'' 11'-5'' 11'-2''0.024 7'-2'' 7'-0'' 7'-0'' 6'-10'' 6'-8'' 6'-8'' 6'-7''0.024 11'-4'' 11'-4'' 11'-4'' 11'-1'' 10'-10'' 10'-10'' 10'-8'' 0.032 13'-6'' 13'-6'' 13'-6'' 13'-3'' 13'-0'' 13'-0'' 12'-9''0.032 13'-11'' 13'-11'' 13'-11'' 13'-8'' 13'-5'' 13'-5'' 13'-2''0.032 9'-9'' 9'-9'' 9'-9'' 9'-6'' 9'-4'' 9'-4'' 9'-2''0.032 12'-7'' 12'-7'' 12'-7'' 12'-5'' 12'-3'' 12'-3'' 12'-2'' 0.036 14'-10'' 14'-10'' 14'-10'' 14'-6'' 14'-3'' 14'-3'' 13'-11''0.036 14'-11'' 14'-11'' 14'-11'' 14'-7'' 14'-4'' 14'-4'' 14'-1''0.036 10'-8'' 10'-8'' 10'-8'' 10'-5'' 10'-2'' 10'-2'' 10'-0''0.040 13'-7'' 13'-7'' 13'-7'' 13'-4'' 13'-2'' 13'-2'' 13'-0'' 30 0.018 7'-7'' 7'-7'' 7'-7'' 7'-7'' 7'-4'' 7'-2'' 7'-1'' 30 0.018 6'-5'' 6'-5'' 6'-5'' 6'-3'' 6'-0'' 5'-8'' 5'-6'' 30 0.018 4'-8'' 4'-7'' 4'-7'' 4'-6'' 4'-5'' 4'-4'' 4'-3'' 30 0.018 7'-11'' 7'-11'' 7'-11'' 7'-11'' 7'-9'' 7'-8'' 7'-6'' 0.024 9'-11'' 9'-11'' 9'-11'' 9'-11'' 9'-9'' 9'-9'' 9'-7''0.024 11'-0'' 11'-0'' 11'-0'' 11'-0'' 10'-9'' 10'-9'' 10'-7''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'-6'' 10'-3'' 10'-3'' 10'-1'' 0.032 12'-6'' 12'-6'' 12'-6'' 12'-6'' 12'-3'' 12'-3'' 12'-1''0.032 12'-11'' 12'-11'' 12'-11'' 12'-11'' 12'-8'' 12'-8'' 12'-5''0.032 9'-0'' 9'-0'' 9'-0'' 9'-0'' 8'-9'' 8'-9'' 8'-8''0.032 12'-0'' 12'-0'' 12'-0'' 12'-0'' 11'-10'' 11'-10'' 11'-8'' 0.036 13'-8'' 13'-8'' 13'-8'' 13'-8'' 13'-6'' 13'-6'' 13'-3''0.036 13'-10'' 13'-10'' 13'-10'' 13'-10'' 13'-7'' 13'-7'' 13'-4''0.036 9'-10'' 9'-10'' 9'-10'' 9'-10'' 9'-7'' 9'-7'' 9'-5''0.040 12'-10'' 12'-10'' 12'-10'' 12'-10'' 12'-9'' 12'-9'' 12'-7'' 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'-8'' 5'-6'' 5'-6'' 5'-4'' 5'-3'' 5'-1'' 35.7 0.018 4'-5'' 4'-4'' 4'-3'' 4'-3'' 4'-2'' 4'-1'' 4'-0'' 35.7 0.018 7'-6'' 7'-6'' 7'-6'' 7'-5'' 7'-3'' 7'-2'' 7'-1'' 0.024 9'-5'' 9'-5'' 9'-5'' 9'-5'' 9'-3'' 9'-1'' 8'-11''0.024 10'-5'' 10'-5'' 10'-5'' 10'-5'' 10'-3'' 10'-1'' 9'-11''0.024 6'-2'' 6'-2'' 6'-1'' 6'-1'' 5'-10'' 5'-9'' 5'-8''0.024 9'-11'' 9'-11'' 9'-11'' 9'-11'' 9'-9'' 9'-8'' 9'-6'' 0.032 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-8'' 11'-6'' 11'-4''0.032 12'-3'' 12'-3'' 12'-3'' 12'-3'' 12'-1'' 11'-10'' 11'-8''0.032 8'-6'' 8'-6'' 8'-6'' 8'-4'' 8'-2'' 8'-2'' 8'-1''0.032 11'-7'' 11'-7'' 11'-7'' 11'-7'' 11'-5'' 11'-4'' 11'-3'' 0.036 13'-0'' 13'-0'' 13'-0'' 13'-0'' 12'-10'' 12'-7'' 12'-5''0.036 13'-1'' 13'-1'' 13'-1'' 13'-1'' 12'-11'' 12'-8'' 12'-6''0.036 9'-3'' 9'-3'' 9'-3'' 9'-3'' 9'-1'' 9'-0'' 8'-10''0.040 12'-5'' 12'-5'' 12'-5'' 12'-5'' 12'-4'' 12'-2'' 12'-1'' 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'-11'' 4'-10'' 4'-8'' 4'-7'' 42 0.018 3'-11'' 3'-11'' 3'-11'' 3'-11'' 3'-10'' 3'-8'' 3'-8'' 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'-7'' 8'-5''0.024 9'-6'' 9'-6'' 9'-6'' 9'-6'' 9'-6'' 9'-6'' 9'-5''0.024 5'-7'' 5'-7'' 5'-7'' 5'-7'' 5'-6'' 5'-5'' 5'-4''0.024 9'-1'' 9'-1'' 9'-1'' 9'-1'' 9'-1'' 9'-1'' 9'-0'' 0.032 10'-10'' 10'-10'' 10'-10'' 10'-10'' 10'-10'' 10'-10'' 10'-8''0.032 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-1''0.032 7'-8'' 7'-8'' 7'-8'' 7'-8'' 7'-8'' 7'-8'' 7'-7''0.032 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-11'' 10'-10'' 0.036 11'-11'' 11'-11'' 11'-11'' 11'-11'' 11'-11'' 11'-11'' 11'-9''0.036 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 11'-10''0.036 8'-5'' 8'-5'' 8'-5'' 8'-5'' 8'-5'' 8'-5'' 8'-3''0.040 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-9'' 11'-8'' 50 0.018 5'-11'' 5'-11'' 5'-11'' 5'-11'' 5'-11'' 5'-11'' 5'-10'' 50 0.018 4'-2'' 4'-2'' 4'-2'' 4'-2'' 4'-2'' 4'-2'' 4'-1'' 50 0.018 3'-6'' 3'-6'' 3'-6'' 3'-6'' 3'-6'' 3'-5'' 3'-5'' 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'' 5'-0'' 4'-11''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 4.8 TABLE 4.9 TABLE 4.10 TABLE 4.11 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 53 of 133 MAY 09 2023 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:100 MPH EXPOSURE C or 115 MPH EXPOSURE B Seismic Ss=Seismic Design Category D Structures are Attached to Existing Building 3 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 5.3a 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'‐8'' A3 19'‐5'' A3 17'‐0'' A3 15'‐1'' A3 13'‐7'' A3 12'‐4'' A3 11'‐4'' A3 10'‐5'' A1 9'‐8'' A3 9'‐1'' A3 8'‐6'' A3 0.042"x3"x8"N30 12'‐4'' A1 22 18 19 20 11'‐3'' A1 23 18 20 20 10'‐5'' A1 23 19 20 21 9'‐8'' A1 24 20 21 22 9'‐1'' A1 24 20 21 22 8'‐7'' A1 24 21 22 23 8'‐1'' A1 25 21 22 23 7'‐8'' A1 25 22 23 24 7'‐4'' A1 25 22 23 24 7'‐0'' A1 25 22 24 25 6'‐8'' A1 25 23 24 25 Double 3"x8"N25 18'‐0'' A1 25 18 20 21 16'‐7'' A2 26 19 20 21 15'‐5'' A2 27 19 20 21 14'‐5'' A2 27 20 21 22 13'‐8'' A3 27 20 21 22 12'‐11'' A3 28 21 22 23 12'‐4'' A3 28 21 22 23 11'‐9'' A3 29 22 23 24 11'‐3'' B 29 22 23 24 10'‐10'' C 29 22 24 25 10'‐5'' C 29 23 24 25 Double 2"x6.625"N25 16'‐0''A1 24 18 19 20 14'‐9'' A1 25 18 20 20 13'‐9'' A2 26 19 20 21 12'‐11'' A2 26 20 21 22 12'‐2'' A2 26 20 21 22 11'‐7'' A2 27 21 22 23 11'‐0'' A3 27 21 22 23 10'‐7'' A3 28 22 23 24 10'‐1'' A3 28 22 23 24 9'‐9'' A3 28 22 24 25 9'‐5'' A3 28 23 24 25 5.5" Extruded Fascia L 15'‐6'' A1 24 18 19 20 14'‐3'' A1 25 18 20 20 13'‐2'' A1 25 19 20 21 12'‐4'' A2 26 20 21 22 11'‐8'' A2 26 20 21 22 11'‐0'' A2 26 21 22 23 10'‐6'' A2 27 21 22 23 10'‐0'' A2 27 22 23 24 9'‐7'' A3 27 22 23 24 9'‐2'' A3 28 22 24 25 8'‐10'' A3 28 23 24 25 California Fascia N10, G 13'‐8'' A1 23 18 19 20 12'‐6'' A1 24 18 20 20 11'‐7'' A1 24 19 20 21 10'‐9'' A1 25 20 21 22 10'‐2'' A1 25 20 21 22 9'‐7'' A1 25 21 22 23 9'‐1'' A1 25 21 22 23 8'‐7'' A2 26 22 23 24 8'‐3'' A2 26 22 23 24 7'‐10'' A2 26 22 24 25 7'‐7'' A2 26 23 24 25 Classic Fascia H 22'‐8'' A3 27 20 21 22 21'‐0'' A3 28 20 21 22 19'‐7'' B 29 20 22 23 18'‐6'' C 29 21 22 23 17'‐6'' C 30 21 22 23 16'‐9'' D 30 21 22 23 16'‐0'' D 31 21 23 24 15'‐4'' D 31 22 23 24 14'‐10'' D 32 22 23 24 14'‐4'' E 32 22 24 25 13'‐10'' E 32 23 24 25 16 G Steel C N9, T 21'‐2''A2 27 19 20 21 19'‐1'' A3 27 20 21 22 17'‐6'' A3 28 20 21 22 16'‐1'' A3 28 20 21 22 15'‐0'' A3 28 20 21 22 14'‐0'' A3 29 21 22 23 13'‐2'' C 29 21 22 23 12'‐6'' C 29 22 23 24 11'‐10'' C 29 22 23 24 11'‐3'' C 29 22 24 25 10'‐9'' C 30 23 24 25 14 G Steel C N9, T 25'‐3'' A3 28 20 21 22 22'‐11'' C 29 20 22 23 21'‐0'' C 29 21 22 23 19'‐6'' C 30 21 22 23 18'‐2'' D 30 21 22 23 17'‐1'' D 31 21 23 24 16'‐1'' D 31 21 23 24 15'‐3'' D 31 22 23 24 14'‐6'' D 31 22 23 24 13'‐9'' D 32 22 24 25 13'‐2'' E 32 23 24 25 12 G Steel C N9, T 36'‐5'' E 32 22 23 25 33'‐3'' E 33 22 24 25 30'‐9'' E 33 23 24 25 28'‐8'' E 34 23 24 26 26'‐10'' E 34 23 25 26 25'‐4'' F 35 24 25 26 24'‐0'' F 35 24 25 26 22'‐10'' F 36 24 25 27 21'‐10'' G 36 24 26 27 20'‐11'' G 36 24 26 27 20'‐1'' G 37 24 26 27 Double 16 G Steel C N9, N25, T 35'‐4'' E 32 22 23 24 32'‐8'' E 33 22 24 25 30'‐5'' E 33 23 24 25 28'‐8'' E 34 23 24 26 27'‐1'' E 35 23 25 26 25'‐10'' F 35 24 25 26 24'‐8'' F 36 24 25 27 23'‐8'' G 36 24 26 27 22'‐9'' G 36 24 26 27 21'‐11'' G 37 25 26 27 21'‐2'' G 37 25 26 27 Double 14 G Steel C N9, N25, T 40'‐0'' E 33 23 24 25 37'‐6'' E 34 23 25 26 35'‐0'' F 35 24 25 26 33'‐0'' F 36 24 25 27 31'‐3'' G 36 24 26 27 29'‐9'' G 37 25 26 27 28'‐6'' G 37 25 26 27 27'‐4'' G 38 25 27 28 26'‐4'' G 38 25 27 28 25'‐5'' G 39 25 27 28 24'‐7'' H1 39 26 27 28 Double 12 G Steel C N9, N25, T 40'‐0'' E 33 23 24 25 40'‐0'' F 35 24 25 26 40'‐0'' G 36 24 26 27 40'‐0'' G 38 25 27 28 40'‐0'' H1 39 26 27 29 39'‐4'' H1 40 26 28 29 37'‐8'' H1 41 27 28 30 36'‐2'' H1 41 27 28 30 34'‐10'' H1 42 27 29 30 33'‐8'' H1 42 27 29 30 32'‐7'' H1 43 28 29 31 Steel Cloverleaf W 12'‐1'' A1 22 18 19 20 11'‐0''A1 23 18 20 20 10'‐2'' A1 23 19 20 21 9'‐5'' A1 23 20 21 22 8'‐10'' A1 24 20 21 22 8'‐4'' A1 24 21 22 23 7'‐10'' A1 24 21 22 23 7'‐6'' A1 25 22 23 24 7'‐1'' A1 25 22 23 24 6'‐10'' A1 25 22 24 25 6'‐6'' A1 25 23 24 25 DBL Steel Cloverleaf AA 18'‐5'' A2 26 19 20 21 17'‐1'' A2 26 19 20 21 15'‐11'' A2 27 19 20 21 15'‐0'' A3 27 20 21 22 14'‐3'' A3 28 20 21 22 13'‐7'' A3 28 21 22 23 13'‐0'' B 29 21 22 23 12'‐6'' C 29 22 23 24 12'‐0'' C 29 22 23 24 11'‐7'' C 30 22 24 25 11'‐3'' D 30 23 24 25 4x3 I Beam Y 10'‐10'' A1 21 18 19 20 10'‐5'' A1 22 18 20 20 10'‐1'' A1 23 19 20 21 9'‐10'' A1 24 20 21 22 9'‐7'' A1 24 20 21 22 9'‐4'' A1 25 21 22 23 9'‐2'' A2 26 21 22 23 8'‐11'' A2 26 22 23 24 8'‐9'' A2 27 22 23 24 8'‐8'' A2 27 22 24 25 8'‐6'' A3 27 23 24 25 7x4 I Beam Q 15'‐4'' A1 24 18 19 20 14'‐9'' A1 25 18 20 20 14'‐4'' A2 26 19 20 21 13'‐11'' A2 27 20 21 22 13'‐6'' A3 27 20 21 22 13'‐2'' A3 28 21 22 23 12'‐11'' B 29 21 22 23 12'‐8'' C 29 22 23 24 12'‐5'' C 30 22 23 24 12'‐3'' D 30 22 24 25 12'‐0'' D 31 23 24 25 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 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' 12'18'Type (in) 8' 10' 12' On Slab On Slab 7'‐6'' A3 6'‐9'' A3 6'‐2'' A3 5'‐8'' A3 5'‐2'' A3 4'‐10'' A3 4'‐6'' A3 4'‐3'' A3 4'‐0'' A3 3'‐9'' A3 0.042"x3"x8"N30 6'‐2'' A2 26 23 25 26 5'‐9'' A2 26 24 26 27 5'‐4'' A2 26 25 26 27 5'‐0'' A2 26 25 27 28 4'‐9'' A2 27 26 27 29 4'‐5'' A2 27 26 28 29 4'‐3'' A2 27 27 28 30 4'‐0'' A2 27 27 29 30 3'‐10'' A3 27 28 29 31 3'‐8'' A3 27 28 30 31 Double 3"x8"N25 9'‐8'' C 30 23 25 26 9'‐1'' D 30 24 26 27 8'‐7'' D 31 25 26 27 8'‐1'' D 31 25 27 28 7'‐8'' D 31 26 27 29 7'‐4'' D 31 26 28 29 7'‐0'' E 32 27 28 30 6'‐8'' E 32 27 29 30 6'‐5'' E 32 28 29 31 6'‐2'' E 32 28 30 31 Double 2"x6.625"N25 8'‐9'' B 29 23 25 26 8'‐3'' C 29 24 26 27 7'‐10'' C 30 25 26 27 7'‐5'' C 30 25 27 28 7'‐1'' D 30 26 27 29 6'‐9''D 31 26 28 29 6'‐6'' D 31 27 28 30 6'‐3'' D 31 27 29 30 6'‐0'' D 31 28 29 31 5'‐9'' E 32 28 30 31 5.5" Extruded Fascia L 8'‐3'' A3 28 23 25 26 7'‐9'' A3 29 24 26 27 7'‐3'' C 29 25 26 27 6'‐11'' C 29 25 27 28 6'‐6'' C 30 26 27 29 6'‐3'' C 30 26 28 29 6'‐0'' D 30 27 28 30 5'‐9'' D 30 27 29 30 5'‐6'' D 31 28 29 31 5'‐3'' D 31 28 30 31 California Fascia N10, G 7'‐0'' A2 27 23 25 26 6'‐6'' A3 27 24 26 27 6'‐1'' A3 27 25 26 27 5'‐9'' A3 28 25 27 28 5'‐5'' A3 28 26 27 29 5'‐2'' A3 28 26 28 29 4'‐11'' A3 28 27 28 30 4'‐8'' A3 28 27 29 30 4'‐6'' A3 29 28 29 31 4'‐4'' B 29 28 30 31 Classic Fascia H 13'‐1'' E 33 23 25 26 12'‐5'' E 34 24 26 27 11'‐10'' E 34 25 26 27 11'‐4'' E 35 25 27 28 10'‐10'' F 35 26 27 29 10'‐6'' F 35 26 28 29 10'‐1'' F 36 27 28 30 9'‐9'' G 36 27 29 30 9'‐6'' G 37 28 29 31 9'‐2'' G 37 28 30 31 16 G Steel C N9, T 9'‐10'' C 30 23 25 26 8'‐11'' D 30 24 26 27 8'‐2'' D 30 25 26 27 7'‐5'' D 30 25 27 28 6'‐10''D 30 26 27 29 6'‐5'' D 30 26 28 29 5'‐11'' D 30 27 28 30 5'‐7'' D 30 27 29 30 5'‐3'' D 30 28 29 31 4'‐11'' D 30 28 30 31 14 G Steel C N9, T 12'‐2'' E 32 23 25 26 11'‐3'' E 32 24 26 27 10'‐6'' E 33 25 26 27 9'‐10'' E 33 25 27 28 9'‐3'' E 33 26 27 29 8'‐8'' E 33 26 28 29 8'‐1'' E 33 27 28 30 7'‐7'' E 33 27 29 30 7'‐1'' E 33 28 29 31 6'‐8'' E 33 28 30 31 12 G Steel C N9, T 18'‐7'' G 37 25 26 27 17'‐5'' G 38 25 26 28 16'‐4'' G 38 25 27 28 15'‐5'' G 38 25 27 28 14'‐8'' G 39 26 27 29 13'‐11'' H1 39 26 28 29 13'‐4'' H1 39 27 28 30 12'‐9'' H1 40 27 29 30 12'‐2'' H1 40 28 29 31 11'‐9'' H1 40 28 30 31 Double 16 G Steel C N9, N25, T 19'‐10'' G 38 25 27 28 18'‐9'' G 38 25 27 28 17'‐10'' H1 39 26 27 28 17'‐0'' H1 40 26 27 29 16'‐3'' H1 40 26 28 29 15'‐7'' H1 40 26 28 29 15'‐0'' H1 41 27 28 30 14'‐6'' H1 41 27 29 30 14'‐0'' H1 42 28 29 31 13'‐6''H1 42 28 30 31 Double 14 G Steel C N9, N25, T 23'‐1'' H1 40 26 28 29 21'‐11'' H1 40 26 28 29 20'‐10'' H1 41 27 28 30 19'‐11'' H1 42 27 29 30 19'‐1'' H1 42 27 29 30 18'‐4'' H1 43 28 29 31 17'‐8'' H1 43 28 29 31 17'‐1'' H2 44 28 30 31 16'‐7'' H2 44 28 30 31 16'‐1'' H2 44 28 30 31 Double 12 G Steel C N9, N25, T 30'‐8'' H2 44 28 30 31 29'‐1'' H2 45 28 30 31 27'‐9'' H2 45 29 30 32 26'‐7'' H2 46 29 31 32 25'‐6'' H3 47 29 31 33 24'‐7'' H3 47 30 31 33 23'‐9'' H3 48 30 32 33 23'‐0'' H3 48 30 32 33 22'‐3'' H3 49 30 32 34 21'‐8'' H4 49 31 32 34 Steel Cloverleaf W 6'‐0'' A1 25 23 25 26 5'‐7'' A2 26 24 26 27 5'‐3'' A2 26 25 26 27 4'‐11'' A2 26 25 27 28 4'‐8'' A2 26 26 27 29 4'‐5'' A2 27 26 28 29 4'‐3'' A2 27 27 28 30 4'‐0'' A2 27 27 29 30 3'‐10'' A3 27 28 29 31 3'‐8'' A3 27 28 30 31 DBL Steel Cloverleaf AA 10'‐7'' D 31 23 25 26 10'‐0'' D 31 24 26 27 9'‐7'' E 32 25 26 27 9'‐2'' E 32 25 27 28 8'‐9'' E 33 26 27 29 8'‐5'' E 33 26 28 29 8'‐2'' E 33 27 28 30 7'‐11'' E 34 27 29 30 7'‐8'' E 34 28 29 31 7'‐5'' E 34 28 30 31 4x3 I Beam Y 8'‐2'' A3 28 23 25 26 7'‐9'' B 29 24 26 27 7'‐4'' C 29 25 26 27 6'‐10'' C 29 25 27 28 6'‐5'' C 29 26 27 29 6'‐1'' C 30 26 28 29 5'‐9'' C 30 27 28 30 5'‐5'' C 30 27 29 30 5'‐2'' C 30 28 29 31 4'‐11'' D 30 28 30 31 7x4 I Beam Q 11'‐8'' E 32 23 25 26 11'‐5'' E 33 24 26 27 11'‐2'' E 33 25 26 27 10'‐11'' E 34 25 27 28 10'‐3'' E 34 26 27 29 9'‐8'' E 35 26 28 29 9'‐1'' E 35 27 28 30 8'‐8'' F 35 27 29 30 8'‐3'' F 35 28 29 31 7'‐10'' F 35 28 30 31 Ground Snow Load: 10 psf Live Load: 10 psf Wind Speed:100 MPH EXPOSURE C or 120 MPH EXPOSURE B Seismic Ss=Seismic Design Category D Freestanding Structures 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 5.3b 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 A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 0.042"x3"x8"N30 11'‐9'' A1 19 26 27 28 10'‐10'' A1 20 25 26 28 10'‐0'' A1 20 25 26 27 9'‐3'' A1 20 24 25 27 8'‐8'' A1 21 24 25 26 8'‐2'' A1 21 23 25 26 7'‐9'' A1 21 23 24 26 7'‐4'' A1 21 23 24 25 7'‐0'' A1 22 22 24 25 6'‐8'' A1 22 22 23 25 6'‐5'' A2 22 22 23 24 Double 3"x8"N25 17'‐3'' A2 22 28 30 31 16'‐0'' A2 23 28 29 31 14'‐11'' A2 23 27 29 30 13'‐10'' A3 23 27 28 30 13'‐1'' A3 24 26 28 29 12'‐5'' A3 24 26 27 29 11'‐10'' A3 25 26 27 28 11'‐3'' B 25 25 27 28 10'‐10'' C 25 25 26 28 10'‐5'' C 25 25 26 27 10'‐0'' C 25 25 26 27 Double 2"x6.625"N25 15'‐4'' A1 21 26 28 29 14'‐3'' A1 22 26 27 28 13'‐4'' A2 22 25 27 28 12'‐4'' A2 23 25 26 27 11'‐9'' A2 23 24 26 27 11'‐2'' A3 23 24 25 27 10'‐8'' A3 24 24 25 26 10'‐1'' A3 24 23 25 26 9'‐9'' A3 24 23 25 26 9'‐5'' A3 24 23 24 26 9'‐1'' A3 25 23 24 25 5.5" Extruded Fascia L 14'‐10'' A1 21 25 26 27 13'‐8'' A1 21 24 26 27 12'‐9'' A1 22 24 25 26 11'‐10'' A2 22 23 25 26 11'‐2'' A2 23 23 24 25 10'‐7'' A2 23 23 24 25 10'‐1'' A2 23 22 24 25 9'‐7'' A3 23 22 23 24 9'‐2'' A3 24 22 23 24 8'‐10'' A3 24 22 23 24 8'‐6'' A3 24 22 23 24 California Fascia N10, G 13'‐1'' A1 20 23 24 25 12'‐0'' A1 21 22 24 25 11'‐2'' A1 21 22 23 24 10'‐3'' A1 21 22 23 24 9'‐8'' A1 22 21 22 24 9'‐2'' A1 22 21 22 23 8'‐9'' A2 22 21 22 23 8'‐3'' A2 22 21 22 23 7'‐10'' A2 23 21 22 24 7'‐7'' A2 23 22 23 24 7'‐3'' A2 23 22 23 24 Classic Fascia H 21'‐9'' A3 24 27 29 30 20'‐3'' A3 24 27 29 30 19'‐0'' C 25 27 28 29 17'‐9'' C 25 26 28 29 16'‐11'' D 26 26 27 29 16'‐2'' D 26 25 27 28 15'‐6'' D 27 25 27 28 14'‐10'' D 27 25 26 28 14'‐4'' E 27 25 26 27 13'‐10'' E 28 25 26 27 13'‐5'' E 28 24 26 27 16 G Steel C N9, T 20'‐1'' A2 23 29 31 32 18'‐3'' A3 24 29 30 32 16'‐9'' A3 24 28 30 31 15'‐3'' A3 24 27 29 30 14'‐3'' A3 25 27 28 30 13'‐5'' B 25 26 28 29 12'‐8'' C 25 26 28 29 11'‐10''C 25 26 27 28 11'‐3'' C 25 25 27 28 10'‐9'' C 26 25 26 28 10'‐3'' C 26 25 26 27 14 G Steel C N9, T 24'‐0'' A3 25 31 32 34 21'‐11'' C 25 30 32 33 20'‐3'' C 26 29 31 33 18'‐6'' C 26 29 30 32 17'‐4'' D 26 28 30 31 16'‐4'' D 26 28 29 31 15'‐5'' D 27 27 29 30 14'‐6'' D 27 27 29 30 13'‐9'' D 27 27 28 30 13'‐2'' E 27 26 28 29 12'‐8'' E 28 26 28 29 12 G Steel C N9, T 34'‐9'' E 28 34 36 37 31'‐11'' E 28 33 35 37 29'‐8'' E 29 32 34 36 27'‐3'' E 29 32 34 35 25'‐9'' E 30 31 33 35 24'‐4'' F 30 31 33 34 23'‐2'' F 31 30 32 34 21'‐10'' F 31 30 32 33 20'‐11'' G 31 30 31 33 20'‐1'' G 31 29 31 32 19'‐4'' G 32 29 31 32 Double 16 G Steel C N9, N25, T 33'‐11'' E 28 33 35 37 31'‐6'' E 28 33 35 36 29'‐6'' E 29 32 34 36 27'‐6'' E 29 32 34 35 26'‐1'' F 30 31 33 35 24'‐11'' F 30 31 33 34 23'‐11'' F 31 31 32 34 22'‐9'' G 31 30 32 34 21'‐11'' G 32 30 32 33 21'‐2''G 32 30 31 33 20'‐6'' G 32 29 31 33 Double 14 G Steel C N9, N25, T 38'‐11'' E 29 35 37 38 36'‐2'' E 30 34 36 38 33'‐11'' F 30 33 35 37 31'‐8'' F 31 33 35 36 30'‐1'' G 31 32 34 36 28'‐9'' G 32 32 34 36 27'‐7'' G 32 32 34 35 26'‐4'' G 33 31 33 35 25'‐5'' G 33 31 33 34 24'‐7'' H1 34 31 33 34 23'‐10'' H1 34 31 32 34 Double 12 G Steel C N9, N25, T 40'‐0'' E 29 35 37 39 40'‐0'' F 31 35 37 39 40'‐0'' G 32 35 37 39 40'‐0'' G 33 35 37 39 39'‐9'' H1 34 35 37 39 38'‐1'' H1 35 34 36 38 36'‐6'' H1 36 34 36 38 34'‐10'' H1 36 34 36 37 33'‐8'' H1 36 33 35 37 32'‐7'' H1 37 33 35 37 31'‐7'' H2 37 33 35 36 Steel Cloverleaf W 11'‐7'' A1 19 20 21 22 10'‐7'' A1 20 19 21 21 9'‐9'' A1 20 19 20 21 9'‐0'' A1 20 19 20 21 8'‐5'' A1 21 19 21 22 8'‐0'' A1 21 20 21 22 7'‐7'' A1 21 20 22 23 7'‐1'' A1 21 21 22 23 6'‐10'' A1 21 21 22 24 6'‐6'' A1 22 22 23 24 6'‐3'' A1 22 22 23 24 DBL Steel Cloverleaf AA 17'‐8'' A2 22 22 23 25 16'‐6'' A2 23 22 23 24 15'‐6'' A3 23 21 23 24 14'‐5'' A3 24 21 22 23 13'‐9'' A3 24 21 22 23 13'‐2'' A3 25 20 22 23 12'‐7'' C 25 20 22 23 12'‐0'' C 25 21 22 23 11'‐7'' C 26 21 22 24 11'‐3'' D 26 22 23 24 10'‐11'' D 26 22 23 24 4x3 I Beam Y 11'‐10'' A1 19 21 23 24 11'‐6'' A1 20 21 23 24 11'‐1'' A1 21 21 22 23 10'‐9'' A1 22 21 22 23 10'‐7'' A2 22 21 22 23 10'‐2'' A2 23 21 22 23 9'‐9'' A2 23 20 22 23 9'‐4'' A2 23 21 22 23 9'‐0'' A3 24 21 22 24 8'‐8'' A3 24 22 23 24 8'‐5'' A3 24 22 23 24 7x4 I Beam Q 16'‐9'' A1 22 27 29 30 16'‐4'' A2 23 27 28 30 15'‐8'' A3 23 27 28 29 15'‐3'' A3 24 26 28 29 14'‐11'' C 25 26 28 29 14'‐6'' C 25 26 28 29 14'‐2'' D 26 26 27 29 14'‐0'' D 27 26 27 29 13'‐8'' D 27 26 27 28 13'‐5'' E 28 26 27 28 13'‐3'' E 28 25 27 28 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 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' 12'18'Type (in) 8' 10' 12' On Slab On Slab n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 n/a A3 0.042"x3"x8"N30 5'‐11'' A2 22 23 24 25 5'‐6'' A2 22 23 25 26 5'‐1'' A2 23 24 25 26 4'‐9'' A2 23 24 26 27 4'‐6'' A2 23 25 26 28 4'‐3'' A2 23 25 27 28 4'‐0'' A2 23 26 27 29 3'‐10'' A3 23 26 28 29 3'‐7'' A3 23 27 28 30 3'‐5'' A3 23 27 29 30 Double 3"x8"N25 9'‐4'' C 26 24 26 27 8'‐9'' D 26 24 25 26 8'‐2'' D 27 24 25 26 7'‐9'' D 27 24 26 27 7'‐4'' D 27 25 26 28 7'‐0'' E 27 25 27 28 6'‐8'' E 28 26 27 29 6'‐5'' E 28 26 28 29 6'‐2'' E 28 27 28 30 5'‐11'' E 28 27 29 30 Double 2"x6.625"N25 8'‐5'' C 25 23 24 25 8'‐0'' C 25 23 25 26 7'‐6'' C 26 24 25 26 7'‐2'' D 26 24 26 27 6'‐9'' D 26 25 26 28 6'‐6'' D 27 25 27 28 6'‐3'' D 27 26 27 29 6'‐0'' D 27 26 28 29 5'‐9'' E 27 27 28 30 5'‐6'' E 27 27 29 30 5.5" Extruded Fascia L 7'‐11'' A3 25 23 24 25 7'‐5'' C 25 23 25 26 7'‐0'' C 25 24 25 26 6'‐7'' C 25 24 26 27 6'‐3'' C 26 25 26 28 6'‐0'' D 26 25 27 28 5'‐9'' D 26 26 27 29 5'‐6'' D 26 26 28 29 5'‐3'' D 26 27 28 30 5'‐1'' D 27 27 29 30 California Fascia N10, G 6'‐8'' A2 23 23 24 25 6'‐3'' A3 23 23 25 26 5'‐10'' A3 24 24 25 26 5'‐6'' A3 24 24 26 27 5'‐2'' A3 24 25 26 28 4'‐11'' A3 24 25 27 28 4'‐8'' A3 24 26 27 29 4'‐6'' A3 25 26 28 29 4'‐3'' B 25 27 28 30 4'‐1'' C 25 27 29 30 Classic Fascia H 12'‐8'' E 29 24 25 27 12'‐0'' E 29 24 25 26 11'‐5'' E 30 24 25 26 11'‐0'' F 30 24 26 27 10'‐6'' F 30 25 26 28 10'‐2'' F 31 25 27 28 9'‐9'' G 31 26 27 29 9'‐6'' G 32 26 28 29 9'‐2'' G 32 27 28 30 8'‐10'' G 32 27 29 30 16 G Steel C N9, T 9'‐4'' C 26 24 26 27 8'‐5'' D 26 23 25 26 7'‐7'' C 26 24 25 26 7'‐0'' D 26 24 26 27 6'‐5'' C 26 25 26 28 6'‐0'' D 26 25 27 28 5'‐7'' C 26 26 27 29 5'‐3'' D 26 26 28 29 4'‐11'' C 26 27 28 30 4'‐8'' D 26 27 29 30 14 G Steel C N9, T 11'‐7'' E 28 25 27 28 10'‐9'' E 28 25 26 28 10'‐0'' E 28 25 26 27 9'‐5'' E 29 24 26 27 8'‐8'' E 29 25 26 28 8'‐1'' E 29 25 27 28 7'‐7'' E 29 26 27 29 7'‐1'' E 29 26 28 29 6'‐8'' E 29 27 28 30 6'‐4'' E 29 27 29 30 12 G Steel C N9, T 17'‐10'' G 32 28 30 32 16'‐9'' G 33 28 30 31 15'‐8'' G 33 28 29 30 14'‐10'' G 33 27 29 30 14'‐0'' H1 34 27 28 30 13'‐4'' H1 34 26 28 29 12'‐9'' H1 34 26 28 29 12'‐2'' H1 34 26 28 29 11'‐8'' H1 34 27 28 30 11'‐3'' H1 35 27 29 30 Double 16 G Steel C N9, N25, T 19'‐2'' G 33 29 31 32 18'‐2'' H1 33 29 30 32 17'‐2'' H1 34 28 30 31 16'‐5'' H1 34 28 29 31 15'‐8'' H1 35 28 29 31 15'‐1'' H1 35 27 29 30 14'‐6'' H1 36 27 29 30 14'‐0'' H1 36 27 28 30 13'‐6'' H1 36 27 28 30 13'‐1'' H1 36 27 29 30 Double 14 G Steel C N9, N25, T 22'‐4'' H1 35 30 32 33 21'‐2'' H1 35 30 31 33 20'‐1''H1 36 29 31 32 19'‐3'' H1 36 29 31 32 18'‐5'' H1 37 29 30 32 17'‐9'' H1 37 28 30 31 17'‐1'' H2 38 28 30 31 16'‐7'' H2 38 28 30 31 16'‐0'' H2 38 28 30 31 15'‐6'' H2 39 28 30 31 Double 12 G Steel C N9, N25, T 29'‐8'' H2 38 32 34 36 28'‐3'' H2 39 32 34 35 26'‐10'' H2 39 32 33 35 25'‐9'' H3 40 31 33 35 24'‐8'' H3 40 31 33 34 23'‐10'' H3 41 31 32 34 23'‐0'' H3 41 30 32 34 22'‐3'' H3 42 30 32 33 21'‐7'' H4 42 30 32 33 21'‐0'' H4 43 30 32 34 Steel Cloverleaf W 5'‐9'' A2 22 23 24 25 5'‐5'' A2 22 23 25 26 5'‐0'' A2 23 24 25 26 4'‐9'' A2 23 24 26 27 4'‐6'' A2 23 25 26 28 4'‐3'' A2 23 25 27 28 4'‐0'' A2 23 26 27 29 3'‐10'' A3 23 26 28 29 3'‐8'' A3 24 27 28 30 3'‐6'' A3 24 27 29 30 DBL Steel Cloverleaf AA 10'‐3'' D 27 23 24 25 9'‐9'' D 27 23 25 26 9'‐3'' E 28 24 25 26 8'‐10'' E 28 24 26 27 8'‐6'' E 28 25 26 28 8'‐2'' E 29 25 27 28 7'‐11'' E 29 26 27 29 7'‐8'' E 29 26 28 29 7'‐5'' E 30 27 28 30 7'‐2'' E 30 27 29 30 4x3 I Beam Y 7'‐11''A3 25 23 24 25 7'‐6'' C 25 23 25 26 7'‐0'' C 25 24 25 26 6'‐6'' C 25 24 26 27 6'‐1'' C 25 25 26 28 5'‐9'' C 26 25 27 28 5'‐5'' C 26 26 27 29 5'‐2'' C 26 26 28 29 4'‐11'' C 26 27 28 30 4'‐8'' D 26 27 29 30 7x4 I Beam Q 12'‐10'' E 29 25 27 28 11'‐11'' E 29 25 26 28 11'‐1'' E 29 24 26 27 10'‐5'' E 30 24 26 27 9'‐9'' E 30 25 26 28 9'‐2'' E 30 25 27 28 8'‐8'' E 30 26 27 29 8'‐3'' F 30 26 28 29 7'‐10'' F 30 27 28 30 7'‐6'' F 30 27 29 30 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 61 of 133 MAY 09 2023 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 110 of 133 MAY 09 2023 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 111 of 133 MAY 09 2023 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 112 of 133 MAY 09 2023 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 113 of 133 MAY 09 2023 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 114 of 133 MAY 09 2023 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 118 of 133 MAY 09 2023 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 119 of 133 MAY 09 2023 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 121 of 133 MAY 09 2023