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Home My WebLink AboutIndiana stamped engineer drawnings 9.2.21pages LouveRoof LLC Patio Cover, Carport and Commercial Structure Engineering 2018 IBC This report covers these maximum conditions Ground Snow Loads 20 psf 25 psf Wind Speed (Ultimate) 115 Exposure B and Exposure 115 Exposure C or 130 Exposure B Maximum Ss = 25% Seismic Design Category B PAGES SECTION DESCRIPTION 1Page 1 of 42 GENERAL NOTES 2 Pages 2-3 of 42 LOUVEROOF STRUCTURAL CONFIGURATIONS 10 Pages 4-13 of 42 COMPONENT PARTS AND CONNECTION DETAILS 1Page 14 of 42 LOUVER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 1 Page 15 of 42 Aa. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2 1 Page 16 of 42 Ba. Tables for Attached Structures with Single Span Louvers with at Least 3 Posts for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2 1 Page 17 of 42 Ca. Tables for Attached Structures with Multi Span Louvers and Single Span Headers for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2 1 Page 18 of 42 Da. Tables for Freestanding Structures with Single Span Louvers with 4 posts for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2 1 Page 19 of 42 Ea. Tables for Freestanding Structures with Single Span Louvers with at least 6 posts for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2 1 Page 20 of 42 Fa. Tables for Freestanding Structures with Multi Span Louvers and Single Span Headers for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2 1 Page 21 of 42 Ga. Tables for Attached Structures with Louvers Parallel w/ Building Wall for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2 1 Page 22 of 42 Ha. Tables for Attached Structures with Louvers Parallel w/ Building Wall w/ Fewer Posts for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2 8 Pages 23-30 of 42 Sections Ab to Hb: Tables for Structure Types A-H for Header 'b'= Double 0.125"x2x8 Alum Header Detail Cx7 8 Pages 31-38 of 42 Sections Ac to Hc: Tables for Structure Types A-H for Header 'c'= Single 0.25"x4x8 Alum Header Detail S12 1 Page 39 of 42 W. ATTACHMENT TO WALL 1 Page 40 of 42 Xa. MOMENT RESISTING FOOTING SIZE for Constrained Footings 1 Page 41 of 42 Xb. MOMENT RESISTING FOOTING SIZE for Non Constrained Footings 1 Page 42 of 42 Y. REQUIRED FASTENERS FOR POST CONNECTIONS AND RETURN BEAM ALTERNATIVES September 2, 2021Digitally signed by Carl M Putnam Date: 2021.09.02 17:19:12 -04'00' 11/29/21 GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2015 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. 3. DESIGN LOADINGS: Ct = 1.2, I = 1.0, Ce = 1.0 (ALL EXPOSURES EXCEPT B AND C WHEN LOCATED TIGHT IN AMONG CONIFERS) GROUND SNOW LOAD DESIGN LOAD 10 PS 10 PSF LIVE LOAD ONLY 20 PSF 20 PSF LIVE LOAD ONLY 25 PSF 21 PSF DESIGN ROOF SNOW LOAD 30 PSF 25.2 PSF DESIGN ROOF SNOW LOAD 35.7 PSF 30.0 PSF DESIGN ROOF SNOW LOAD 42 PSF 35.3 PSF DESIGN ROOF SNOW LOAD 50 PSF 42 PSF DESIGN ROOF SNOW LOAD 60 PSF 50.4 PSF DESIGN ROOF SNOW LOAD FOR 0.25/12 < SLOPE < 1/12 WIND SPEEDS IN THE 2018 IBC ARE "ULTIMATE DESIGN WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR RISK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-16 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNBROKEN ICE AND OTHER) DO NOT. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2018 IBC FIGURE 1613.2.1(1) Ss > 150% ARE NOT REQUIRED AS PER ASCE7-16 12.8.1.3 FOR Ss<215% S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM POSTS EMBEDDED INTO FOOTINGS = INVERTED PENDULUM >> R = 2.0 POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A CONCENTRATED 300 LBF LOAD. THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED IN 2018 IBC SECTION 1605.3.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING WIND OR SEISMIC FORCES. 4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (1 PAGE) b. STRUCTURAL CONFIGURATIONS (1 PAGE) c. LOUVER SPAN TABLES (1 PAGE) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 5. CONCRETE MIX: Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2 OF THE 2018 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS (DETAIL Cx13) WHEN THE POST LOAD IS 750 LBF OR LESS AND THE FROST DEPTH IS ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS. CONCRETE ANCHORS SHALL BE SET BACK A MINIMUM OF 3 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB OR PER THEIR MFG INSTRUCTIONS OR ICC ESR REPORT. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL FROM TABLE 1806.2 OF THE 2018 IBC. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER IBC SECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. THE BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN ROOF SNOW/LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING DEPTH IS THE LOCAL FROST DEPTH. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER (EXTERIOR EXPOSURE) AS PER IBC SECTION 1402.2 (WALLS) AND /OR 1503 (ROOFS), WHICHEVER IS MORE APPROPRIATE. 9. ALL STEEL SHALL BE GALVANIZED PER ASTM A-653 G90, A123 G45 OR A153 B-3, PAINTED PER ASTM A755 OR PROTECTED WITH AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS (Ftu and Fty) MAY BE USED. 6061T6 ALUMINUM MAY BE SUBSTITUTED FOR 6105T5. 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (300 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARE SPECIFED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH ANSI/ASME STANDARD B18.6.1 AHD AND AF&PA NDS-18 12.1.5. ALL LAG SCREWS ANSI/ASME B18.2.1 AND AWC NDS-18 12.1.4. ALL STEEL WASHERS TO BE ASTM F844 W/ DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1, TYPE A. THE MINIMUM WASHER DIAMETER SHALL BE 2X THE BOLT DIAMETER. ALL STEEL NUTS TO BE ASTM A563. SCREWS AND BOLTS SHALL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR 1271, 1408, 1976, 2196, 3006, 3215, 3223, 3231, 3294, 3332, 3528, 3558, OR EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8 =5 16", #10 = 3 8", #12 = 13 32" AND #14 = 1 2" OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11 15. STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER WITHOUT APPROVAL OF THE CODE OFFICIAL. 16. ALUMINUM ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION IN IBC SECTION 1505.2. 17. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF FREESTANDING COVERS SHALL BE LESS THAN 30'. 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL SECTION M7.1 OR M7.2. 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + SNOW/LIVE LOAD FROM THE PATIO COVER IS 750 LBS CONCENTRATED LOAD AT EACH POST AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 1366 LBS FOR 115 MPH EXP C WIND SPEED. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL Cx16. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. 20. All structures must comply with one of the following: a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category (SDC) A-D up to the maximum Ss noted in the tables. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) must have constrained footings and are limited to the Ss shown in the plan. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL Cx15. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITH A LONGEST SPAN TO SHORTEST SPAN RATIO OF 1.2. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 23. LOUVERS AND GUTTERS MUST BE SLOPED TO DRAIN PER SITE CONDITIONS. DATE DESC DRAWN BY 1 07-16-20 CMP GENERAL NOTES CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 1 of 42 SEPT 02 2021 11/29/21 PROJECTIONWIDTH POST HEIGHTFRONT ELEVATION3.5" MIN POST SPACING EXISTING WALL LOUVER SPANHEIGHTLOUVER DETAIL S1 DETAIL Cx6 NON STRUCTURAL HEADER DETAIL S2 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 PER TABLES POST DETAIL S4 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 LOUVER DETAIL S1 LOUVER DETAIL S1 POST TO SLAB/ FOOTING CONNECTION (DETAIL Cx13, Cx14, OR Cx18) SIDE ELEVATION PLAN PROJECTIONWIDTH POST HEIGHTFRONT ELEVATION POST SPACING EXISTING WALL LOUVER SPANHEIGHTDETAIL Cx6 DETAIL Cx1 STRUCTURAL HEADER DETAIL S2 (S12 REQUIRED FOR S12 INTERMEDIATE BEAM) POST DETAIL S4 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 LOUVER DETAIL S1 LOUVER DETAIL S1 SIDE ELEVATION PLAN STRUCTURE TYPE C - MULTI SPAN LOUVER ATTACHED STRUCTURE (2 POSTS ONLY)STRUCTURE TYPE A - SINGLE SPAN LOUVER ATTACHED STRUCTURE (2 POST ONLY)PROJECTIONWIDTH POST HEIGHT FRONT ELEVATION 3.5" MIN POST SPACING EXISTING WALL LOUVER SPANHEIGHT LOUVER DETAIL S1 DETAIL Cx6 NON STRUCTURAL HEADER DETAIL S2 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 PER TABLES POST DETAIL S4 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 LOUVER DETAIL S1 LOUVER DETAIL S1 SIDE ELEVATION PLAN PROJECTIONWIDTH POST HEIGHTFRONT ELEVATION3.5" MINPOST SPACINGLOUVER SPANHEIGHTLOUVER DETAIL S1 NON STRUCTURAL HEADER DETAIL S2 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 PER TABLES POST DETAIL S4 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 LOUVER DETAIL S1 LOUVER DETAIL S1 LOUVER TO BEAM CONNECTION DETAIL Cx3 SIDE ELEVATION PLAN STRUCTURE TYPE D - SINGLE SPAN LOUVER FREESTANDING STRUCTURE (4 POST ONLY)STRUCTURE TYPE B - SINGLE SPAN LOUVER ATTACHED STRUCTURE (3 POST MINIMUM) STRUCTURAL RETURN BEAM DETAIL S2, S12 OR Cx12 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 PER TABLES 1/4":12" 1/4":12"1/4":12" LOUVER DETAIL S1 POST TO FOOTING CONNECTION (DETAIL Cx13, Cx14, OR Cx18) POST TO SLAB/ FOOTING CONNECTION (DETAIL Cx13, Cx14, OR Cx18) POST TO FOOTING CONNECTION Cx14, OR Cx18 LOUVER TO BEAM CONNECTION DETAIL Cx3 LOUVER TO BEAM CONNECTION DETAIL Cx3 LOUVER TO BEAM CONNECTION DETAIL Cx3 DETAIL Cx10 M1-M6 WHERE REQUIRED DETAIL Cx10 DETAIL Cx10 M1-M6 WHERE REQUIRED DETAIL Cx10 M1-M6 WHERE REQUIRED CORNER CONDITION DETAIL Cx1 CORNER CONDITION DETAIL Cx2 MAX 2' OVERHANG POST SPACING MAX 2' OVERHANG LOUVER SPAN MAX 2' OVERHANG MAX 2' OVERHANG POST AND FOOTING REQUIRED OR SEE TABLES FOR NUMBER OF RETURN BEAMS AND NUMBER OF WALL FASTENERS IF NO POST USE Cx12 AND TABLES SECTION C FOR # OF BEAMS IF POST THEN USE S2 CORNER CONDITION DETAIL Cx2 CORNER CONDITION DETAIL Cx2 CONSTRAINED OR NON CONSTRAINED FOOTING SLAB ATTACHED SLAB ATTACHED SLAB ATTACHED CONSTRAINED OR NON CONSTRAINED FOOTING CONSTRAINED FOOTING REQUIRES 3.5" MIN ATTACHED SLAB NON CONSTRAINED FOOTING CONSTRAINED FOOTING REQUIRES 3.5" MIN ATTACHED SLAB NON CONSTRAINED FOOTING 2STND PLANS DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 2 of 42 SEPT 02 2021 11/29/21 PROJECTIONWIDTH POST HEIGHTFRONT ELEVATION 3.5" MIN POST SPACINGLOUVER SPANHEIGHTLOUVER DETAIL S1 NON STRUCTURAL HEADER DETAIL S2 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 PER TABLES POST DETAIL S4 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 LOUVER DETAIL S1 LOUVER DETAIL S1 LOUVER TO BEAM CONNECTION DETAIL Cx3 SIDE ELEVATION PLAN WIDTHPROJECTION POST HEIGHT FRONT ELEVATION 3.5" MIN LOUVER SPAN EXISTING WALL HEIGHTLOUVER DETAIL S1 DETAIL Cx9 BEAM TO BEAM CONNECTION (SEE DETAIL Cx1) NON STRUCTURAL HEADER DETAIL S2 OR S12 POST DETAIL S4 NON STRUCTURAL HEADER DETAIL S2 OR Cx7 LOUVER DETAIL S1 LOUVER DETAIL S1 LOUVER TO MOUNTING RAIL TO BEAM CONNECTION SIDE ELEVATION PLAN STRUCTURE TYPE G - SINGLE/ MULTI SPAN LOUVERS PARALLEL TO ATTACHED STRUCTURE (1 BAY MINIMUM)STRUCTURE TYPE E - SINGLE SPAN FREESTANDING STRUCTURE (6 POST MINIMUM) STRUCTURE TYPE F - MULTI SPAN LOUVER FREESTANDING STRUCTURE (4 POST ONLY) STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 PER TABLES PROJECTIONWIDTH POST HEIGHT FRONT ELEVATION 3.5" MIN POST SPACINGLOUVER SPAN HEIGHT POST DETAIL S4 STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 LOUVER DETAIL S1 LOUVER DETAIL S1 LOUVER TO BEAM CONNECTION DETAIL Cx3 SIDE ELEVATION PLAN LOUVER DETAIL S1 DETAIL Cx1 STRUCTURAL HEADER DETAIL S2 (S12 REQUIRED FOR INTERMEDIATE BEAM S12) RETURN BEAM DETAIL S2, S12 OR Cx12 DOUBLE OR SINGLE 2X8 DETAIL S2, S12 OR Cx7 PER TABLES POST FOOTING CONNECTION DETAIL Cx14, OR Cx18 POST TO FOOTING CONNECTION DETAIL Cx14, OR Cx18 POST TO SLAB/ FOOTING CONNECTION (DETAIL Cx13, Cx14, OR Cx18) DETAIL Cx8 DETAIL Cx8 DETAIL Cx10 M1-M6 WHERE REQUIRED CORNER CONDITION DETAIL Cx1 CORNER CONDITION DETAIL Cx2 CORNER CONDITION DETAIL Cx2 POST SPACING MAX 2' OVERHANG LOUVER SPANPOST SPACINGLOUVER SPAN MAX 2' OVERHANG POST AND FOOTING REQUIRED OR SEE TABLES FOR NUMBER OF RETURN BEAMS IF NO POST USE Cx12 AND TABLES SECTION F FOR # OF BEAMS IF POST THEN USE S2 CONSTRAINED FOOTING REQUIRES 3.5" MIN ATTACHED SLAB NON CONSTRAINED FOOTING CONSTRAINED FOOTING REQUIRES 3.5" MIN ATTACHED SLAB NON CONSTRAINED FOOTING SLAB ATTACHED SLAB ATTACHED 24" MAX OVERHANG ALLOWED IF DETAIL Cx14 IS USED WIDTHPROJECTION LOUVER SPAN EXISTING WALL LOUVER DETAIL S1 DETAIL Cx9 BEAM TO BEAM CONNECTION (SEE DETAIL Cx1) RETURN BEAM DETAIL Cx12 SEE TABLES IN SECTION H FOR NUMBER STRUCTURAL HEADER DETAIL S2, S12 OR Cx7 PER TABLES LOUVER SPAN POST SPACINGLOUVER SPAN LOUVER SPAN POST HEIGHT FRONT ELEVATION 3.5" MIN HEIGHTPOST DETAIL S4 RETURN BEAM DETAIL Cx12 SEE TABLES IN SECTION H FOR NUMBER LOUVER DETAIL S1 LOUVER TO MOUNTING RAIL TO BEAM CONNECTION PLAN DETAIL Cx10 M1-M6 WHERE REQUIRED LOUVER DETAIL S1 SIDE ELEVATION POST TO FOOTING CONNECTION (DETAIL Cx14, OR Cx18) CORNER CONDITION DETAIL Cx2 STRUCTURE TYPE H - MULTI SPAN LOUVERS PARALLEL TO ATTACHED STRUCTURE (2 BAYS MIN) CONSTRAINED FOOTING REQUIRES 3.5" MIN ATTACHED SLAB NON CONSTRAINED FOOTING 3STND PLANS DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 3 of 42 SEPT 02 2021 11/29/21 2"8"0.125"7"7" 0.1875" 7.998"1.500"0.093"3"5.5"2"0.500" 0.080"0.704"REF.1.625"0.509"REF.6.500"1.75"0.125" 1.750"1.750" 0.125" 3.500" 4.000" 7.375"0.250"0.250"1.500"0.125" 2 HOLES THRU Ø.228 C'CINK Ø.438 X82° 1.170"1.170" Ø0.584 " Ø0.25 0 " 6.573" 2.000" 2.000" 0.480".5"0.955"0.312"4 S2 BEAM PROFILE S1 LOUVER PROFILE S3 GUTTER PROFILE S4 POST S6 END CAP PIVOT STRIP COMPONENTS 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM S9 INSIDE BRACKET 6063-T6 ALUMINUM S8 2x INSIDE BRACKET 6063-T6 ALUMINUM S7 ACTUATOR PLATE 6063-T6 ALUMINUM S5 FIBERGLASS ENDCAP NYLON 6/6 33% GLASS FILL CHEMLON 133 GH (TENSILE YIELD = 25.5 KSI) DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 4 of 42 SEPT 02 2021 11/29/21 6" MIN 6.500"0.125"0.070" MIN CONTINUOUS PERIMETER AND CORNER WELDS (Fxx = 60 KSI) 0.125" ASTM A36 STEEL PLATE WELDED TO TOP FOUR WELDED 0.125" ASTM A36 STEEL PLATES 1.750" 4.500"1.750"4.500" 6.250"6.250"0.125" FABRICATED FROM DETAIL S8 4"8"0.250" 3.500"1.750"0.125"0.3750" 18"10"10"1" 1"8"1" 8" 1" (4) 9/16" Ø HOLES 0.375" ASTM A36 STEEL PLATE 0.125" ASTM A36 STEEL PLATES 6.5000"6.5000"6.5000" 0.070" CONT WELD Fxx = 60 KSI 5COMPONENTS S10 PAINTED STEEL POST INSERT S11 MITERED CORNER BRACKET S12 6063-T6 ALUMINUM BEAM S13 4X INSIDE BRACKET 6063-T6 ALUMINUM DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC S14 WELDED STEEL BASEPLATE LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 5 of 42 SEPT 02 2021 11/29/21 2.13"1.5" 1" 0.13"2.13"1.6"1.13"1.13"ASSEMBLED SIDE VIEWSFRONT VIEWS ISO VIEWS 6COMPONENTS DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC S15 PIVOT CLIP .125" STAINLESS STEEL 304 SERIES LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 6 of 42 SEPT 02 2021 11/29/21 DETAIL S2 OR S12 DETAIL S8 OR S13 #14 x 1" SCREWS1.750" 6.500"1" MINDETAIL S1 LOUVEROOF PIVOT STRIP DETAIL S6 LOUVEROOF GUTTER DETAIL S3 #10 x 1" @ 16" O/C #10 x 1" @ 7.375" O.C. DETAIL S1 #12x1.25" BEVEL HEAD SCREW END CAP DETAIL S5 DETAIL S2 OR S12 DETAIL S8 OR S13 #14 x 1" SCREWS 1.750"6.500"7 Cx1 STRUCTURAL BEAM TO BEAM CONNECTION Cx3 BEAM TO LOUVER CONNECTION CONFIGURATIONS Cx4 LOUVER ASSEMBLY Cx2 NON STRUCTURAL BEAM TO BEAM CONNECTION DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 7 of 42 SEPT 02 2021 11/29/21 2.500" SEAL W/ CONT. SILICONE BEAD DETAIL S2 1/4" LL358 LEDGERLOK SCREW (ICC ESR 1078) W/ 2.25" MIN PENETRATION INTO SOLID WOOD FRAMING (SEE TABLE W1 FOR NUMBER OF SCREWS AND SPACING) (2) #14 x 1" SCREWS @ 16" O.C. DETAIL S2 SEE TABLE Y1 FOR NUMBER AND TYPE OF FASTENERS DETAIL S4 DETAIL Cx7, S12 OR S2 DETAIL S9 OR S10 SEE TABLE Y2 FOR NUMBER/TYPE OF FASTENERS - SEE DETAILS M1-M6 IF REQUIRED 2.500" SEAL W/ CONT. SILICONE BEAD DETAIL S2 OR S12 1/4" LL358 LEDGERLOK SCREW (ICC ESR 1078) W/ 2.25" MIN PENETRATION INTO SOLID WOOD FRAMING (TWO NEAREST STUDS) SEE TABLES IN SECTION C,G OR H FOR REQUIRED NUMBER OF FASTENERS SPLIT ON 2-3 NEAREST STUDS OR SPREAD OUT ON CONTINUOUS WALL FRAMING (4) #14 SDS 1" MINDETAIL S8 OR S13 1.750"6.500"SEE TABLE Y1 FOR NUMBER AND TYPE OF FASTENERS DETAIL S4 DETAIL S9 OR S10 DETAIL S8 OR S13 #14 SDS SEE TABLE Y1 COLUMN V1 FOR NUMBER/TYPE OF FASTENERS (MIN 4) SEE Cx8 FOR FASTENER TYPE AND NUMBER DETAIL S2 OR S12 INTERIOR POST 8 Cx5 BEAM TO BEAM SPLICE AT INTERIOR POST CONFIGURATIONS Cx6 WALL ATTACHMENT Cx7 DOUBLE BEAM Cx8 DOUBLE HEADER TO POST Cx9 WALL ATTACHMENT DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 8 of 42 SEPT 02 2021 11/29/21 SEE DETAIL M1-M6 FOR FASTENER TYPE AND LOCATION. FASTENERS MUST COMPLY WITH TABLES Y2 AS WELL. SEE TABLE Y1 FOR NUMBER AND TYPE OF FASTENERS. DETAIL S4 DETAIL S2 OR S12 DETAIL S10 IF DOUBLE BEAM SEE DETAIL Cx8 5.000"(4) #14 SDS 0.625" MIN DETAIL S10 DETAIL S4 DETAIL S2. S12 OR Cx7 0.625" MIN5.250"1.750" 1.750" 1.750"(8) #14 SDS DETAIL S10 DETAIL S4 DETAIL S2, S12 OR Cx7 5.000"0.625" MIN (8) #14 SDS DETAIL S10 DETAIL S4 DETAIL S12 OR Cx7 5.000"2.500"2.500" (12) #14 SDS DETAIL S10 DETAIL S4 DETAIL S12 OR Cx7 0.625" MIN 5.000"(2) 1/2" STEEL BOLTS W/ 3/4" WASHER DETAIL S10 DETAIL S4 DETAIL S2, S12 5.000"(4) 1/2" STEEL BOLTS W/ 3/4" WASHER DETAIL S10 DETAIL S4 DETAIL S12 OR Cx7 9CONFIGURATIONS Cx10 STEEL INSERT MOMENT FRAME M1 MOMENT FRAME #1: 451 LBF*FT M2 MOMENT FRAME #2: 779 LBF*FT M3 MOMENT FRAME #3: 902 LBF*FT M4 MOMENT FRAME #4: 1108 LBF*FT M5 MOMENT FRAME #5: 1832 LBF*FT M6 MOMENT FRAME #6: 3672 LBF*FT NOTE: M1 AND M6 MAY BE USED W/ DOUBLE BEAM. USE SAME NUMBER OF FASTENERS. EQUAL FASTENERS PER BEAM DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 9 of 42 SEPT 02 2021 11/29/21 SEE TABLE Y1 FOR NUMBER AND TYPE OF FASTENERS MITERED CORNER BRACKET DETAIL S11 POST DETAIL S4 BEAM DETAIL S2 TOP VIEW SIDE VIEW SEE TABLE Y1 FOR NUMBER AND TYPE OF FASTENERS MITERED CORNER BRACKET DETAIL S11 POST DETAIL S4 BEAM DETAIL S2, S12, Cx7 or Cx12 1" MIN SEE TABLE Y2 FOR TYPE AND NUMBER OF FASTENERS (2) #14 x 1" SCREWS @ 16" O.C. DETAIL S2 OR S12 10CONFIGURATIONS Cx11 NON MOMENT CORNER CONNECTION (REQUIRES DETAIL Cx14) Cx12 MULTIPLE RETURN BEAM SEE TABLES FOR NUMBER AND REQUIREMENTS DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 10 of 42 SEPT 02 2021 11/29/21 "d""d" 16"3" DETAIL S4 3/8" x 16" STEEL REBAR EMBEDDED AT 9" CONCRETE FOOTING ALUMINUM SURFACES EMBEDDED IN CONCRETE SHALL BE COVERED W/ PLASTIC TAPE 9"CONSTRAINED FOOTINGS REQUIRE A 3.5" MIN ATTACHED CONCRETE SLAB. NON CONSTRAINED FOOTINGS DO NOT. CONCRETE SLAB OR FOOTING DDETAIL S9 SEE TABLE Y1 FOR TYPE AND NUMBER OF FASTENERS DETAIL S4 1/2" GALVANIZED HILTI KWIK BOLT TZ (ICC ESR 1917) CONCRETE ANCHORS W/ 2" EMBEDMENT (2) ANCHORS REQUIRED FOR d= 34" UPLIFT FOOTING (4) ANCHORS REQUIRED FOR d=39" UPLIFT FOOTING DETAIL S1 4" MIN EXISTING ROOF STRUCTURES COMPLYING WITH THIS DETAIL DO NOT REQUIRE ADDITIONAL DRIFTING SNOW CONSIDERATIONS GROUND SNOW MAXIMUM LOAD (PSF) "h" (IN) 20 17 25 18 30 20 35.7 23 42 26 PATIO COVER ROOF SNOW LOAD h 15 14 50 30 60 33 DETAIL S4 POST CONNECTOR DETAIL S9 3/8" LAG SCREWS W/ 3" PENETRATION INTO WOOD BLOCKING (2) LAG SCREWS TO REPLACE "d"= 29" UPLIFT FOOTING 3/4"MIN12" MAX DECK BEAM DECK POST (3) #14 SDS BOTH SIDES POST TO HEADER CONNECTION DETAILS M1-M6 REQUIRED STEEL JOIST HANGER OR OTHER CONNECTION INSTALLED PER MFG INSTRUCTIONS DOUBLE 2x WOOD BLOCKING RESTING DIRECTLY ON WOOD DECK BEAM 1/4" LAG SCREW W/ AT LEAST 2.5" PENETRATION INTO WOOD BLOCKING 11CONFIGURATIONS Cx13 POST TO SLAB/ FOOTING CONNECTION Cx14 CONCRETE FOOTING Cx15 Cx16 ATTACHED STRUCTURE POST TO DECK SNOW DRIFT DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 11 of 42 SEPT 02 2021 11/29/21 SEE TABLE Y1 FOR TYPE AND NUMBER OF FASTENERS DETAIL S4 DETAIL S9 12" MAX OFFSET FROM POST DOUBLE BEAM PER DETAIL Cx7 12" MAX OFFSET FROM POST 24" MAX SEE TABLE Y2 FOR TYPE AND NUMBER OF FASTENERS. FASTENERS MAY HAVE TO COMPLY WITH DETAIL M1 TO M6 12CONFIGURATIONS Cx17 DOUBLE BEAM SPLICE AT POST DESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 12 of 42 SEPT 02 2021 11/29/21 CONCRETE FOOTING MAX UPLIFT FOOTING d = 49" DETAIL S14 (1) #14 SDS ALL SIDES (4) 1/2" GALVANIZED HILTI KWIK BOLT TZ (ICC ESR 1917) CONCRETE ANCHORS W/ 2" EMBEDMENT INTO CONCRETE FOOTING POST OVER INSERT DETAIL S4 "d""d" 13CONFIGURATIONSDESC DATE DRAWN BY 07-16-20 CMP CARL PUTNAM P.E.3441 IVY LINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET 14560 BERGEN BLVD SUITE 300 NOBLESVILLE, IN 46060 (317) 770-0205 info@seehomeimp.com LouveRoof, LLC Cx18 STEEL WELDED MOMENT RESISTING BASE PLATE MAXIMUM OVERTURNING MOMENT = 2000 LBF*FT LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 13 of 42 SEPT 02 2021 11/29/21 LOUVER SPANS FOR COMMERCIAL AND PATIO STRUCTURES Attached Structures Ground Design Snow Load Roof Load Exposure B (mph) Exposure C (mph) (psf) (psf) 95 100 105 110 115 120 130 140 150 160 95 100 105 110 115 120 130 140 150 160 10 10 Live/Snow 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 12'-0'' 12'-0'' 12'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 12'-0'' 12'-0'' 12'-0'' 20 20 Live/Snow 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 25 21 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 30 25.2 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 35.71 30.00 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 43 36.12 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 50 42 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-2'' 10'-7'' 60 50.4 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 10'-9'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-0'' 10'-6'' 10'-1'' 9'-8'' Freestanding Structures Ground Design Snow Load Roof Load Exposure B (mph) Exposure C (mph) (psf) (psf) 95 100 105 110 115 120 130 140 150 160 95 100 105 110 115 120 130 140 150 160 10 10 Live/Snow 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 12'-0'' 12'-0'' 12'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 13'-0'' 12'-0'' 12'-0'' 12'-0'' 20 20 Live/Snow 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 25 21 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 30 25.2 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 35.71 30.00 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 43 36.12 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 12'-0'' 50 42 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-10'' 11'-7'' 11'-1'' 60 50.4 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 11'-2'' 10'-11'' 10'-5'' 8'-6'' LouveRoof, LLC Carl Putnam, PE 14560 Bergen Boulevard 3441 Ivylink Place Suite 300 Lynchburg, VA 24503 Noblesville, IN 46060 carlputnam@comcast.net (317) 770-0205 info@seehomeimp.com LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 14 of 42 SEPT 02 2021 11/29/21 Aa. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table A1a Ground Snow Load 25 psf Table A3a ATTACHED STRUCTURE Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 Design Max Width on Max End Overturning Moment Design Max Width on Max End Overturning Moment Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) 20.0 6 3 21.3 21.1 21 252 312 342 21.0 6 3 20.4 20.8 21 252 180 197 20.0 8 4 16.0 19.1 23 336 416 457 21.0 8 4 15.3 18.9 23 178 221 242 20.0 9 4.5 14.2 18.4 23 378 468 514 21.0 9 4.5 13.6 18.2 23 195 241 265 20.0 10 5 12.8 17.8 24 420 520 571 21.0 10 5 12.2 17.6 24 210 260 286 A 20.0 11 5.5 11.6 17.2 25 462 572 628 21.0 11 5.5 11.1 17.0 25 225 279 306 20.0 12 6 10.6 16.8 25 504 624 685 21.0 12 6 10.2 16.5 25 240 297 326 Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C 8 10 11 END FOOTING B END FOOTING C Design or 130 Exposure B Max Width on Max End Overturning Moment Design or 130 Exposure B Max Width on Max End Overturning Moment Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) INSTRUCTIONS FOR USING THESE TABLES 20.0 6 3 21.3 20.3 24 353 437 479 21.0 6 3 20.4 20.1 24 353 437 479 1. These instructions are for a SINGLE SPAN ATTACHED LouveRoof cover WITH 20.0 8 4 16.0 18.4 26 470 583 639 21.0 8 4 15.3 18.2 26 470 583 639 ONLY TWO POSTS. 20.0 9 4.5 14.2 17.7 26 529 656 719 21.0 9 4.5 13.6 17.5 27 529 656 719 2. Determine wind and snow loads for structure site area. For zero snow load areas use 20.0 10 5 12.8 17.1 27 588 729 799 21.0 10 5 12.2 16.9 28 588 729 799 10 psf for patio covers and 20 psf for carports or commercial structures. 20.0 11 5.5 11.6 16.6 28 646 801 879 21.0 11 5.5 11.1 16.4 29 646 801 879 3 Choose "A". "A" will be limited by maximum louver span. 20.0 12 6 10.6 16.1 28 705 874 959 21.0 12 6 10.2 16.0 29 705 874 959 4 Determine maximum "B" from tables on this page Table A2a Table A4a 5 The maximum "C" is 24'' 6 Choose Post Height USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 7 Determine Uplift Footing Size. Post Height 8 ft 10 ft Table A5 8 Determine Overturning Moment by cross indexing "A" and Post Height B (ft) B (ft) 9 Choose Lateral Force Resisting System max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 a. Moment Frame: Details M1-M6 (ft) OVERTURNING MOMENT (LBF*FT) These details are allowed if the moment value shown in the detail is higher 6 252 252 252 252 252 252 252 252 312 312 312 312 312 312 312 312 115 Exposure B than the Overturning Moment. 8 336 336 336 336 336 336 336 336 416 416 416 416 416 416 416 416 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 378 378 378 378 378 378 378 378 468 468 468 468 468 468 468 468 115 Exposure B Cx18 (welded steel base plate) 10 420 420 420 420 420 420 420 420 520 520 520 520 520 520 520 520 115 Exposure B i Determine "Overturning Moment" from tables on this page 11 462 462 462 462 462 462 462 462 572 572 572 572 572 572 572 572 115 Exposure B ii Detail Cx18 may only be used if Overturning Moment is below limit 12 504 504 504 504 504 504 504 504 624 624 624 624 624 624 624 624 115 Exposure B specified in Detail Cx18. iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the Post Height 8 ft 10 ft Table A6 required footing size from #7 (Uplift Footing Size) and Overturning B (ft) B (ft) Moment to determine allowable footing sizes. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index (ft) OVERTURNING MOMENT (LBF*FT) the required footing size from #7 (Uplift Footing Size) and Overturning 6 353 353 353 353 353 353 353 353 437 437 437 437 437 437 437 437 115 Exposure C Moment to determine allowable footing sizes. 8 470 470 470 470 470 470 470 470 583 583 583 583 583 583 583 583 115 Exposure C 10 Fasten to wall as per Detail Cx6 9 529 529 529 529 529 529 529 529 656 656 656 656 656 656 656 656 115 Exposure C 10 588 588 588 588 588 588 588 588 729 729 729 729 729 729 729 729 115 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 11 646 646 646 646 646 646 646 646 801 801 801 801 801 801 801 801 115 Exposure C SLAB 1 Follow Instructions #1-3 above. 12 705 705 705 705 705 705 705 705 874 874 874 874 874 874 874 874 115 Exposure C SLAB 2 Maximum structure width is "B +2C" SLAB 3 Follow Instructions #5-8 above. B (ft) Table A7 LouveRoof, LLC Carl Putnam, PE SLAB 4 Follow #9a above, embedding into concrete is not an option. max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place SLAB 5 Fasten to wall as per Detail Cx6 (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 6 18 18 19 20 20 21 22 22 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net For Structures using a "B" less than the maximum allowed 8 19 20 21 22 22 23 24 24 115 Exposure B (317) 770-0205 1 Follow instructions #1-3 above 9 20 21 22 23 23 24 25 25 115 Exposure B info@seehomeimp.com 2 Choose a "B" less than the maximum allowed 10 21 22 23 23 24 25 26 26 115 Exposure B 3 The maximum "C" is 24'' 11 21 22 23 24 25 26 26 27 115 Exposure B 4 Choose Post Height 12 22 23 24 25 26 26 27 28 115 Exposure B 5 Determine Overturning Moment by cross indexing "A" and "B" with the correct height from Table A5 or Table A6 B (ft) Table A8 6 Determine Uplift Footing from Table A7 or Table A8 max A 10 12 14 16 18 20 22 24 7 Follow Instruction #9-10 above (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 19 20 21 22 23 23 24 24 115 Exposure C 8 21 22 23 24 25 26 26 27 115 Exposure C 9 22 23 24 25 26 27 27 28 115 Exposure C 10 23 24 25 26 27 28 28 29 115 Exposure C 11 24 25 26 27 28 28 29 30 115 Exposure C 12 24 26 27 28 28 29 30 31 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 15 of 42 SEPT 02 2021 11/29/21 Ba. Tables for Attached Structures with Single Span Louvers with at Least 3 Posts max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table B1a Ground Snow Load 25 psf Table B3a Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 ATTACHED STRUCTURE Design Middle End Overturning Moment Design Middle End Overturning Moment Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) 20.0 6 3 10.6 21.1 25 21 252 312 342 21.0 6 3 10.2 20.8 25 21 252 312 342 20.0 8 4 8.0 19.1 27 22 336 416 457 21.0 8 4 7.7 18.9 27 23 336 416 457 20.0 9 4.5 7.1 18.4 28 23 378 468 514 21.0 9 4.5 6.8 18.2 28 23 378 468 514 20.0 10 5 6.4 17.8 28 23 420 520 571 21.0 10 5 6.1 17.6 28 24 420 520 571 20.0 11 5.5 5.8 17.2 29 24 462 572 628 21.0 11 5.5 5.6 17.0 29 25 462 572 628 A 20.0 12 6 5.3 16.8 30 24 504 624 685 21.0 12 6 5.1 16.5 29 25 504 624 685 Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design or 130 Exposure B Middle End Overturning Moment Design 130 Exposure B Middle End Overturning Moment C B B END FOOTING Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) END FOOTING 20.0 6 3 10.6 20.3 28 24 353 437 479 21.0 6 3 10.2 20.1 28 24 353 437 479 20.0 8 4 8.0 18.4 30 26 470 583 639 21.0 8 4 7.7 18.2 30 26 470 583 639 INSTRUCTIONS FOR USING THESE TABLES 20.0 9 4.5 7.1 17.7 31 26 529 656 719 21.0 9 4.5 6.8 17.5 31 26 529 656 719 1. These instructions are for a SINGLE SPAN ATTACHED LouveRoof cover WITH AT 20.0 10 5 6.4 17.1 32 27 588 729 799 21.0 10 5 6.1 16.9 32 27 588 729 799 LEAST 3 POSTS. 20.0 11 5.5 5.8 16.6 32 28 646 801 879 21.0 11 5.5 5.6 16.4 32 28 646 801 879 2. Determine wind and snow loads for structure site area. For zero snow load areas use 20.0 12 6 5.3 16.1 33 28 705 874 959 21.0 12 6 5.1 16.0 33 28 705 874 959 10 psf for patio covers and 20 psf for carports or commercial structures. Table B2a Table B4a 3 Choose "A". "A" will be limited by maximum louver span. 4 Determine maximum "B" from tables on this page USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 5 The maximum "C" is 24'' Post Height 8 ft 10 ft Table B5 6 Choose Post Height B (ft) B (ft) 7 Determine Uplift Footing Size. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 8 Determine Overturning Moment by cross indexing "A" and Post Height (ft) OVERTURNING MOMENT (LBF*FT) 9 Choose Lateral Force Resisting System 6 252 252 252 252 252 252 257 280 312 312 312 312 312 312 318 347 115 Exposure B a. Moment Frame: Details M1-M6 8 336 336 336 336 336 336 342 373 416 416 416 416 416 416 424 463 115 Exposure B These details are allowed if the moment value shown in the detail is higher 9 378 378 378 378 378 378 385 420 468 468 468 468 468 468 477 521 115 Exposure B than the Overturning Moment. 10 420 420 420 420 420 420 428 467 520 520 520 520 520 520 530 579 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 11 462 462 462 462 462 462 471 513 572 572 572 572 572 572 583 636 115 Exposure B Cx18 (welded steel base plate) 12 504 504 504 504 504 504 513 560 624 624 624 624 624 624 636 694 115 Exposure B i Determine "Overturning Moment" from tables on this page ii Detail Cx18 may only be used if Overturning Moment is below limit Post Height 8 ft 10 ft Table B6 specified in Detail Cx18. B (ft) B (ft) iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 required footing size from #7 (Uplift Footing Size) and Overturning (ft) OVERTURNING MOMENT (LBF*FT) Moment to determine allowable footing sizes. 6 353 353 353 353 353 353 353 353 437 437 437 437 437 437 437 437 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index 8 470 470 470 470 470 470 470 470 583 583 583 583 583 583 583 583 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 9 529 529 529 529 529 529 529 529 656 656 656 656 656 656 656 656 115 Exposure C Moment to determine allowable footing sizes. 10 588 588 588 588 588 588 588 588 729 729 729 729 729 729 729 729 115 Exposure C 10 Fasten to wall as per Detail Cx6 11 646 646 646 646 646 646 646 646 801 801 801 801 801 801 801 801 115 Exposure C 12 705 705 705 705 705 705 705 705 874 874 874 874 874 874 874 874 115 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS SLAB 1 Follow Instructions #1-3 above. B (ft) Table B7 LouveRoof, LLC Carl Putnam, PE SLAB 2 Maximum post spacing is "B (on slab)" max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place SLAB 3 Follow Instructions #5-8 above. (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 SLAB 4 Follow #9a above, embedding into concrete is not an option. 6 20 21 22 23 24 25 26 26 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net SLAB 5Fasten to wall as per Detail Cx6 8 22 23 24 25 26 27 28 29 115 Exposure B (317) 770-0205 9 23 24 25 26 27 28 29 30 115 Exposure B info@seehomeimp.com For Structures using a "B" less than the maximum allowed 10 23 25 26 27 28 29 30 31 115 Exposure B 1 Follow instructions #1-3 above 11 24 26 27 28 29 30 31 32 115 Exposure B 2 Choose a "B" less than the maximum allowed 12 25 26 28 29 30 31 32 33 115 Exposure B 3 The maximum "C" is 24'' 4 Choose Post Height B (ft) Table B8 5 Determine Overturning Moment by cross indexing "A" and "B" max A 10 12 14 16 18 20 22 24 with the correct height from Table B5 or Table B6 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 Determine Uplift Footing from Table B7 or Table B8 6 22 23 24 26 27 28 28 29 115 Exposure C 7 Follow Instructions #9-10 above 8 24 26 27 28 29 30 31 32 115 Exposure C 9 25 27 28 29 30 32 33 34 115 Exposure C 10 26 28 29 30 32 33 34 35 115 Exposure C 11 27 28 30 31 33 34 35 36 115 Exposure C 12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 16 of 42 SEPT 02 202111/29/21 Ca. Tables for Attached Structures with Multi Span Louvers and Single Span Headers max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table C1a Ground Snow Load 25 psf Table C3a Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) ATTACHED STRUCTURE Roof 115 Exposure B Required Required Cube Footing 8 10 11 Roof 115 Exposure B Required Required Cube Footing 8 10 11 Design # of Return # of Wall End Overturning Moment Design # of Return # of Wall End Overturning Moment Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) 20.0 6 6 1 2 16.8 23 504 624 685 21.0 6 6 1 2 16.5 23 504 624 685 20.0 8 8 1 3 15.2 25 671 833 913 21.0 8 8 1 3 15.0 25 671 833 913 20.0 9 9 2 3 14.6 26 755 937 1027 21.0 9 9 2 3 14.4 25 755 937 1027 20.0 10 10 2 3 13.8 26 839 1041 1142 21.0 10 10 2 3 13.5 26 839 1041 1142 20.0 11 11 3 3 13.0 26 923 1145 1256 21.0 11 11 3 3 12.8 26 923 1145 1256 A 20.0 12 12 3 3 12.4 27 1007 1249 1370 21.0 12 12 3 3 12.1 27 1007 1249 1370 Post at mid span Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) B This header requires 1 beam 'a' < OR use number of Roof 115 Exposure C Required Required Cube Footing 8 10 11 Roof 115 Exposure C Required Required Cube Footing 8 10 11 Return Beams. Design or 130 Exposure B # of Return # of Wall End Overturning Moment Design or 130 Exposure B # of Return # of Wall End Overturning Moment Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) 20.0 6 6 1 2 16.1 26 705 874 959 21.0 6 6 1 2 16.0 26 705 874 959 20.0 8 8 1 3 14.6 28 940 1166 1278 21.0 8 8 1 3 14.4 28 940 1166 1278 A 20.0 9 9 2 3 13.7 28 1058 1311 1438 21.0 9 9 2 3 13.4 28 1058 1311 1438 20.0 10 10 2 3 12.9 29 1175 1457 1598 21.0 10 10 2 3 12.7 29 1175 1457 1598 20.0 11 11 2 3 12.2 29 1293 1603 1758 21.0 11 11 2 3 12.0 29 1293 1603 1758 20.0 12 12 3 3 11.6 30 1410 1749 1918 21.0 12 12 3 3 11.4 29 1410 1749 1918 Table C2a Table C4a END FOOTING END FOOTING C USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) INSTRUCTIONS FOR USING THESE TABLES Post Height 8 ft 10 ft Table C5 1. These instructions are for a MULTI SPAN ATTACHED LouveRoof cover and SINGLE SPAN HEADERS B (ft) B (ft) 2. Determine wind and snow loads for structure site area. For zero snow load areas use 10 psf max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 for patio covers and 20 psf for carports or commercial structures. (ft) OVERTURNING MOMENT (LBF*FT) 3 Choose "A". "A" will be limited by maximum louver span. 6 504 504 504 504 504 504 504 504 624 624 624 624 624 624 624 624 115 Exposure B 4 Determine maximum "B" from tables on this page 8 671 671 671 671 671 671 671 671 833 833 833 833 833 833 833 833 115 Exposure B 5 The maximum "C" is 24'' 9 755 755 755 755 755 755 755 755 937 937 937 937 937 937 937 937 115 Exposure B 6 Choose Post Height 10 839 839 839 839 839 839 839 839 1041 1041 1041 1041 1041 1041 1041 1041 115 Exposure B 7 Determine Uplift Footing Size. 11 923 923 923 923 923 923 923 923 1145 1145 1145 1145 1145 1145 1145 1145 115 Exposure B 8 Determine Overturning Moment by cross indexing "A" and Post Height 12 1007 1007 1007 1007 1007 1007 1007 1007 1249 1249 1249 1249 1249 1249 1249 1249 115 Exposure B 9 Choose Lateral Force Resisting System a. Moment Frame: Details M1-M6 Post Height 8 ft 10 ft Table C6 These details are allowed if the moment value shown in the detail is higher B (ft) B (ft) than the Overturning Moment. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or (ft) OVERTURNING MOMENT (LBF*FT) Cx18 (welded steel base plate) 6 705 705 705 705 705 705 705 705 874 874 874 874 874 874 874 874 115 Exposure C i Determine "Overturning Moment" from tables on this page 8 940 940 940 940 940 940 940 940 1166 1166 1166 1166 1166 1166 1166 1166 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 9 1058 1058 1058 1058 1058 1058 1058 1058 1311 1311 1311 1311 1311 1311 1311 1311 115 Exposure C specified in Detail Cx18. 10 1175 1175 1175 1175 1175 1175 1175 1175 1457 1457 1457 1457 1457 1457 1457 1457 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 11 1293 1293 1293 1293 1293 1293 1293 1293 1603 1603 1603 1603 1603 1603 1603 1603 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning 12 1410 1410 1410 1410 1410 1410 1410 1410 1749 1749 1749 1749 1749 1749 1749 1749 115 Exposure C Moment to determine allowable footing sizes. iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index B (ft) Table C7 LouveRoof, LLC Carl Putnam, PE the required footing size from #7 (Uplift Footing Size) and Overturning max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place Moment to determine allowable footing sizes. (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 10 Use mid span post with footing OR go to Instruction #11 6 20 21 22 23 24 25 26 26 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 11 If there is no mid span post, use Required # of Return Beams AND Required # of Wall Fasteners 8 22 23 24 25 26 27 28 29 115 Exposure B (317) 770-0205 and see Detail Cx9 for additional connection requirements 9 23 24 25 26 27 28 29 30 115 Exposure B info@seehomeimp.com 12 Fasten to wall as per Detail Cx6 10 23 25 26 27 28 29 30 31 115 Exposure B 11 24 26 27 28 29 30 31 32 115 Exposure B For Structures using a "B" less than the maximum allowed 12 25 26 28 29 30 31 32 33 115 Exposure B 1 Follow instructions #1-3 above 2 Choose a "B" less than the maximum allowed B (ft) Table C8 3 The maximum "C" is 24'' max A 10 12 14 16 18 20 22 24 4 Choose Post Height (ft) UPLIFT ONLY CUBE FOOTING d (IN) 5 Determine Overturning Moment by cross indexing "A" and "B" 6 22 23 24 26 27 28 28 29 115 Exposure C with the correct height from Table C5 or Table C6 8 24 26 27 28 29 30 31 32 115 Exposure C 6 Determine Uplift Footing from Table C7 or Table C8 9 25 27 28 29 30 32 33 34 115 Exposure C 7 Follow Instruction #9-12 above 10 26 28 29 30 32 33 34 35 115 Exposure C 11 27 28 30 31 33 34 35 36 115 Exposure C 12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 17 of 42 SEPT 02 2021 11/29/21 Da. Tables for Freestanding Structures with Single Span Louvers with 4 posts max Ss= 25% Seismic Design Category B Ground Snow Load 20 psf Table D1a Ground Snow Load 25 psf Table D3a Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 C Design End Overturning Moment Design End Overturning Moment END FOOTING B END FOOTING Load (psf) A trib B d (in) (lbf *ft) Load (psf) A trib B d (in) (lbf *ft) 20.0 6 3 20.8 18 849 1053 1155 21.0 6 3 20.6 18 842 1044 1145 20.0 8 4 19.1 19 788 977 1072 21.0 8 4 18.8 19 781 968 1062 20.0 9 4.5 18.3 20 762 945 1036 21.0 9 4.5 18.1 20 756 937 1028 20.0 10 5 17.7 20 742 920 1009 21.0 10 5 17.5 20 734 910 998 20.0 11 5.5 17.1 21 722 896 982 21.0 11 5.5 17.0 21 717 889 975 20.0 12 6 16.7 21 706 875 960 21.0 12 6 16.4 21 699 867 950 A Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C 8 10 11 Design or 130 Exposure B End Overturning Moment Design or 130 Exposure B End Overturning Moment Load (psf) A trib B d (in) (lbf *ft) Load (psf) A trib B d (in) (lbf *ft) 20.0 6 3 20.0 21 1221 1514 1660 21.0 6 3 19.7 21 1208 1498 1642 20.0 8 4 18.1 22 1127 1398 1533 21.0 8 4 17.9 22 1118 1387 1521 20.0 9 4.5 17.4 23 1092 1354 1485 21.0 9 4.5 17.3 23 1083 1343 1473 20.0 10 5 16.8 23 1060 1315 1442 21.0 10 5 16.7 23 1052 1305 1431 END FOOTING B END FOOTING 20.0 11 5.5 16.3 24 1035 1283 1407 21.0 11 5.5 16.1 24 1026 1272 1395 20.0 12 6 15.8 24 1011 1254 1375 21.0 12 6 15.7 24 1004 1245 1365 INSTRUCTIONS FOR USING THESE TABLES Table D2a Table D4a 1. These instructions are for a SINGLE SPAN FREESTANDING LouveRoof cover WITH ONLY FOUR POSTS. USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 2. Determine wind and snow loads for structure site area. For zero snow load areas use Post Height 8 ft 10 ft Table D5 10 psf for patio covers and 20 psf for carports or commercial structures. B (ft) B (ft) 3 Choose "A". "A" will be limited by maximum louver span. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 4 Determine maximum "B" from tables on this page (ft) OVERTURNING MOMENT (LBF*FT) 5 The maximum "C" is 24'' 6 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 6 Choose Post Height 8 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 7 Determine Uplift Footing Size. 9 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 8 Determine Overturning Moment by cross indexing "A" and Post Height 10 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 9 Lateral Force Resisting System is Detail Cx14 or Cx18 11 478 547 615 684 770 855 941 1027 593 678 763 849 955 1061 1167 1273 115 Exposure B a. Moment Frame Details M1-M6 are not allowed 12 478 560 653 747 840 933 1027 1120 593 694 810 926 1041 1157 1273 1389 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or Cx18 (welded steel base plate) Post Height 8 ft 10 ft Table D6 i Determine "Overturning Moment" from tables on this page B (ft) B (ft) ii Detail Cx18 may only be used if Overturning Moment is below limit max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 specified in Detail Cx18. (ft) OVERTURNING MOMENT (LBF*FT) iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 6 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning 8 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C Moment to determine allowable footing sizes. 9 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index 10 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 11 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C Moment to determine allowable footing sizes. 12 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C For Structures using a "B" less than the maximum allowed B (ft) Table D7 LouveRoof, LLC Carl Putnam, PE 1 Follow instructions #1-3 above max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place 2 Choose a "B" less than the maximum allowed (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 3 The maximum ''C'' is 24'' I24'' 6 15 15 16 17 17 18 18 19 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 4 Choose Post Height 8 16 17 18 18 19 19 20 20 115 Exposure B (317) 770-0205 5 Determine Overturning Moment by cross indexing "A" and "B" 9 17 18 18 19 20 20 21 21 115 Exposure B info@seehomeimp.com with the correct height from Table D5 or Table D6 10 17 18 19 20 20 21 21 22 115 Exposure B 6 Determine Uplift Footing from Table D7 or Table D8 11 18 19 20 20 21 22 22 23 115 Exposure B 7 Follow Instruction #9 above 12 19 19 20 21 22 22 23 23 115 Exposure B B (ft) Table D8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 17 17 18 19 19 20 20 21 115 Exposure C 8 18 19 20 21 21 22 23 23 115 Exposure C 9 19 20 21 21 22 23 23 24 115 Exposure C 10 20 21 21 22 23 24 24 25 115 Exposure C 11 20 21 22 23 24 24 25 26 115 Exposure C 12 21 22 23 24 24 25 26 26 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 18 of 42 SEPT 02 2021 11/29/21 Ea. Tables for Freestanding Structures with Single Span Louvers with at least 6 posts max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table E1a Ground Snow Load 25 psf Table E3a Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 Design Middle End Overturning Moment Design Middle End Overturning Moment Load (psf) A trib B d (in) d (in) (lbf *ft) Load (psf) A trib B d (in) d (in) (lbf *ft) MIDDLE FOOTING 20.0 6 3 20.8 21 18 1425 1767 1938 21.0 6 3 20.6 21 18 1410 1748 1917 20.0 8 4 19.1 23 19 1302 1615 1771 21.0 8 4 18.8 23 19 1288 1597 1752 20.0 9 4.5 18.3 23 20 1250 1551 1701 21.0 9 4.5 18.1 23 20 1239 1536 1684 20.0 10 5 17.7 24 20 1211 1501 1647 21.0 10 5 17.5 24 20 1195 1482 1625 20.0 11 5.5 17.1 24 21 1171 1452 1593 21.0 11 5.5 17.0 24 21 1160 1438 1577 A 20.0 12 6 16.7 25 21 1138 1411 1548 21.0 12 6 16.4 25 21 1124 1394 1529 Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C 8 10 11 MIDDLE FOOTING Design or 130 Exposure B Middle End Overturning Moment Design or 130 Exposure B Middle End Overturning Moment C B B END FOOTING Load (psf) A trib B d (in) d (in) (lbf *ft) Load (psf) A trib B d (in) d (in) (lbf *ft) END FOOTING 20.0 6 3 20.0 25 21 2033 2522 2766 21.0 6 3 19.7 24 21 2008 2489 2730 20.0 8 4 18.1 26 22 1847 2290 2512 21.0 8 4 17.9 26 22 1829 2268 2488 INSTRUCTIONS FOR USING THESE TABLES 20.0 9 4.5 17.4 27 23 1776 2202 2415 21.0 9 4.5 17.3 27 23 1758 2180 2391 1. These instructions are for a SINGLE SPAN FREESTANDING LouveRoof cover 20.0 10 5 16.8 27 23 1713 2124 2330 21.0 10 5 16.7 27 23 1697 2104 2308 WITH AT LEAST 6 POSTS. 20.0 11 5.5 16.3 28 24 1662 2061 2260 21.0 11 5.5 16.1 28 24 1644 2038 2235 2. Determine wind and snow loads for structure site area. For zero snow load areas 20.0 12 6 15.8 29 24 1615 2002 2196 21.0 12 6 15.7 29 24 1600 1984 2176 use 10 psf for patio covers and 20 psf for carports or commercial structures. Table E2a Table E4a 3 Choose "A". "A" will be limited by maximum louver span. 4 Determine maximum "B" from tables on this page USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 5 The maximum "C" is 24'' Post Height 8 ft 10 ft Table E5 6 Choose Post Height B (ft) B (ft) 7 Determine Uplift Footing Size. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 8 Determine Overturning Moment by cross indexing "A" and Post Height (ft) OVERTURNING MOMENT (LBF*FT) 9 Lateral Force Resisting System is Detail Cx14 or Cx18 6 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B a. Moment Frame Details M1-M6 are not allowed 8 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B Cx18 (welded steel base plate) 10 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B i Determine "Overturning Moment" from tables on this page 11 752 820 957 1094 1230 1367 1504 1640 932 1017 1187 1356 1526 1695 1865 2034 115 Exposure B ii Detail Cx18 may only be used if Overturning Moment is below limit 12 820 820 957 1094 1230 1367 1504 1640 1017 1017 1187 1356 1526 1695 1865 2034 115 Exposure B specified in Detail Cx18. iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the Post Height 8 ft 10 ft Table E6 required footing size from #7 (Uplift Footing Size) and Overturning B (ft) B (ft) Moment to determine allowable footing sizes. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index (ft) OVERTURNING MOMENT (LBF*FT) the required footing size from #7 (Uplift Footing Size) and Overturning 6 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C Moment to determine allowable footing sizes. 8 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 9 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C For Structures using a "B" less than the maximum allowed 10 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 1 Follow instructions #1-3 ab24'' 11 1121 1223 1427 1631 1835 2038 2242 2446 1390 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 2 Choose a "B" less than the maximum allowed 12 1223 1223 1427 1631 1835 2038 2242 2446 1517 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 3 The maximum "C" is 4 Choose Post Height B (ft) Table E7 LouveRoof, LLC Carl Putnam, PE 5 Determine Overturning Moment by cross indexing "A" and "B" max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place with the correct height from Table E5 or Table E6 (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 6 Determine Uplift Footing from Table E7 or Table E8 6 17 18 19 19 20 21 22 22 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 7 Follow Instruction #9 above 8 18 19 20 21 22 23 24 24 115 Exposure B (317) 770-0205 9 19 20 21 22 23 24 25 25 115 Exposure B info@seehomeimp.com 10 20 21 22 23 24 25 26 26 115 Exposure B 11 20 22 23 24 25 26 26 27 115 Exposure B 12 21 22 23 24 25 26 27 28 115 Exposure B B (ft) Table E8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 19 20 21 22 23 24 24 25 115 Exposure C 8 21 22 23 24 25 26 27 28 115 Exposure C 9 21 23 24 25 26 27 28 29 115 Exposure C 10 22 24 25 26 27 28 29 30 115 Exposure C 11 23 24 26 27 28 29 30 31 115 Exposure C 12 24 25 26 28 29 30 31 32 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 19 of 42 SEPT 02 2021 11/29/21 Fa. Tables for Freestanding Structures with Multi Span Louvers and Single Span Headers max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table F1a Ground Snow Load 25 psf Table F3a Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) END FOOTING END FOOTING Roof 115 Exposure B Required Cube Footing 8 10 11 Roof 115 Exposure B Required Cube Footing 8 10 11 Design # of Return Exterior Overturning Moment Design # of Return Exterior Overturning Moment Load (psf) A trib Beams B d (in) (lbf *ft) Load (psf) A trib Beams B d (in) (lbf *ft) 20.0 6 6 1 15.9 21 543 673 738 21.0 6 6 1 15.7 21 538 667 731 20.0 8 8 1 14.3 22 547 678 744 21.0 8 8 1 14.0 22 547 678 744 20.0 9 9 2 13.3 23 615 763 837 21.0 9 9 2 13.1 23 615 763 837 20.0 10 10 2 12.5 23 683 848 930 21.0 10 10 2 12.3 23 683 848 930 A 20.0 11 11 2 11.9 24 752 932 1022 21.0 11 11 2 11.7 24 752 932 1022 20.0 12 12 3 11.3 24 820 1017 1115 21.0 12 12 3 11.1 24 820 1017 1115 Post at mid span OR Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) B This header requires 1 beam 'a' < use required number Roof 115 Exposure C Required Cube Footing 8 10 11 Roof 115 Exposure C Required Cube Footing 8 10 11 of Return Beams Design or 130 Exposure B # of Return Exterior Overturning Moment Design or 130 Exposure B # of Return Exterior Overturning Moment Load (psf) A trib Beams B d (in) (lbf *ft) Load (psf) A trib Beams B d (in) (lbf *ft) 20.0 6 6 1 15.2 24 774 959 1052 21.0 6 6 1 15.1 24 768 952 1045 A 20.0 8 8 1 13.2 26 815 1011 1109 21.0 8 8 1 13.0 26 815 1011 1109 20.0 9 9 2 12.4 26 917 1137 1248 21.0 9 9 2 12.1 26 917 1137 1248 20.0 10 10 2 11.6 27 1019 1264 1386 21.0 10 10 2 11.5 27 1019 1264 1386 20.0 11 11 2 11.0 27 1121 1390 1525 21.0 11 11 2 10.8 27 1121 1390 1525 20.0 12 12 3 10.4 28 1223 1517 1663 21.0 12 12 3 10.3 28 1223 1517 1663 Table F2a Table F4a C END FOOTING END FOOTING C USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) Post Height 8 ft 10 ft Table F5 INSTRUCTIONS FOR USING THESE TABLES B (ft) B (ft) 1. These instructions are for a MULTI SPAN FREESTANDING LouveRoof cover max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 and Single Span Headers (ft) OVERTURNING MOMENT (LBF*FT) 2. Determine wind and snow loads for structure site area. For zero snow load areas use 24.6 6 410 410 478 547 615 683 752 820 509 509 593 678 763 848 932 1017 115 Exposure B 10 psf for patio covers and 20 psf for carports or commercial structures. 24.6 8 547 547 547 547 615 683 752 820 678 678 678 678 763 848 932 1017 115 Exposure B 3. Choose "A". "A" will be limited by maximum louver span. 24.6 9 615 615 615 615 615 683 752 820 763 763 763 763 763 848 932 1017 115 Exposure B 4. Determine maximum "B" from tables on this page 24.6 10 683 683 683 683 683 683 752 820 848 848 848 848 848 848 932 1017 115 Exposure B 5. The maximum "C" is 24'' 24.6 11 752 752 752 752 752 752 752 820 932 932 932 932 932 932 932 1017 115 Exposure B 6. Choose Post Height 24.6 12 820 820 820 820 820 820 820 820 1017 1017 1017 1017 1017 1017 1017 1017 115 Exposure B 7. Determine Uplift Footing Size. 8. Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8 ft 10 ft Table F6 9. Lateral Force Resisting System is Detail Cx14 or Cx18 B (ft) B (ft) a. Moment Frame Details M1-M6 are not allowed max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or (ft) OVERTURNING MOMENT (LBF*FT) Cx18 (welded steel base plate) 36.7 6 612 612 713 815 917 1019 1121 1223 758 758 885 1011 1137 1264 1390 1517 115 Exposure C i Determine "Overturning Moment" from tables on this page 36.7 8 815 815 815 815 917 1019 1121 1223 1011 1011 1011 1011 1137 1264 1390 1517 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 36.7 9 917 917 917 917 917 1019 1121 1223 1137 1137 1137 1137 1137 1264 1390 1517 115 Exposure C specified in Detail Cx18. 36.7 10 1019 1019 1019 1019 1019 1019 1121 1223 1264 1264 1264 1264 1264 1264 1390 1517 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 36.7 11 1121 1121 1121 1121 1121 1121 1121 1223 1390 1390 1390 1390 1390 1390 1390 1517 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning 36.7 12 1223 1223 1223 1223 1223 1223 1223 1223 1517 1517 1517 1517 1517 1517 1517 1517 115 Exposure C Moment to determine allowable footing sizes. iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index B (ft) Table F7 LouveRoof, LLC Carl Putnam, PE the required footing size from #7 (Uplift Footing Size) and Overturning max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place Moment to determine allowable footing sizes. (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 6 18 19 20 21 22 23 23 24 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net For Structures using a "B" less than the maximum allowed 8 20 21 22 23 24 25 26 26 115 Exposure B (317) 770-0205 1 Follow instructions #1-3 above 9 21 22 23 24 25 26 27 28 115 Exposure B info@seehomeimp.com 2 Choose a "B" less than the maximum allowed 10 21 23 24 25 26 27 28 28 115 Exposure B 3 The maximum "C" is 24'' 11 22 23 25 26 27 28 29 29 115 Exposure B 4 Choose Post Height 12 23 24 25 26 28 28 29 30 115 Exposure B 5 Determine Overturning Moment by cross indexing "A" and "B" with the correct height from Table F5 or Table F6 B (ft) Table F8 6 Determine Uplift Footing from Table F7 or Table F8 max A 10 12 14 16 18 20 22 24 7 Follow Instruction #9 above (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 21 22 23 24 25 26 27 27 115 Exposure C 8 23 24 25 26 27 28 29 30 115 Exposure C 9 23 25 26 27 29 30 31 31 115 Exposure C 10 24 26 27 28 30 31 32 33 115 Exposure C 11 25 27 28 29 31 32 33 34 115 Exposure C 12 26 27 29 30 31 33 34 35 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 20 of 42 SEPT 02 2021 11/29/21 Ga. Tables for Attached Structures with Louvers Parallel w/ Building Wall max Ss= 25% Seismic Design Category B Ground Snow Load 20 psf Table G1a Ground Snow Load 25 psf Table G3a Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) ATTACHED STRUCTURE Roof 115 Exposure B Required Cube Footing 8 10 11 Roof 115 Exposure B Required 8 10 11 Design Max B (ft) # of Wall Max Middle End Overturning Moment Design Max B (ft) # of Wall Max Middle End Overturning Moment Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 10.6 2 15.9 25 20 891 1105 1212 21.0 6 6 10.2 2 15.8 25 20 885 1097 1203 beam 'a' 20.0 8 8 8.0 3 14.4 27 21 822 1019 1117 21.0 8 8 7.7 3 14.2 26 21 812 1007 1105 20.0 9 9 7.1 3 13.4 27 22 780 967 1061 21.0 9 9 6.8 3 13.2 27 21 770 954 1047 20.0 10 10 6.4 3 12.7 28 22 746 925 1014 21.0 10 10 6.1 3 12.4 28 22 735 912 1000 B 20.0 11 11 5.8 3 12.0 28 22 715 887 972 21.0 11 11 5.6 3 11.8 28 22 705 875 959 20.0 12 12 5.3 3 11.4 29 23 688 853 935 21.0 12 12 5.1 3 11.2 29 23 680 843 924 Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) non structural beam MIDDLE FOOTING Roof 115 Exposure C Required 8 10 11 Roof 115 Exposure C Required 8 10 11 END FOOTING A A END FOOTING Design or 130 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment Design or 130 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment C Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 10.6 2 15.4 28 22 1194 1481 1624 21.0 6 6 10.2 2 15.3 28 22 1187 1472 1614 20.0 8 8 8.0 2 13.5 27 22 1080 1339 1469 21.0 8 8 7.7 2 13.4 30 24 1069 1326 1454 20.0 9 9 7.1 2 12.7 28 22 1026 1272 1395 21.0 9 9 6.8 3 12.5 30 24 1015 1258 1380 20.0 10 10 6.4 3 11.9 28 22 980 1215 1333 21.0 10 10 6.1 3 11.8 31 25 970 1203 1319 20.0 11 11 5.8 3 11.3 29 23 940 1166 1279 21.0 11 11 5.6 3 11.1 31 25 929 1152 1264 20.0 12 12 5.3 3 10.7 29 23 906 1123 1232 21.0 12 12 5.1 3 10.5 32 25 895 1109 1217 Table G2a Table G4a USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) INSTRUCTIONS FOR USING THESE TABLES Post Height 8 ft 10 ft Table G5 1. These instructions are for an Attached LouveRoof Cover with B (ft) B (ft) WITH LOUVERS PARALLEL TO EXISTING WALL max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 2. Determine wind and snow loads for structure site area. For zero snow load areas use (ft) OVERTURNING MOMENT (LBF*FT) 10 psf for patio covers and 20 psf for carports or commercial structures. 6 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 3. Choose "A". "A" will be limited by maximum louver span. 8 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 4. Determine maximum "B" from tables on this page 9 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 5. The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 10 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B the Max ''C'' is 0'' 11 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 6. Choose Post Height 12 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 7. Determine Uplift Footing Size. 8. Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8 ft 10 ft Table G6 9. Choose Lateral Force Resisting System B (ft) B (ft) a. Moment Frame: Details M1-M6 max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 These details are allowed if the moment value shown in the detail is higher (ft) OVERTURNING MOMENT (LBF*FT) than the Overturning Moment. 6 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 8 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C Cx18 (welded steel base plate) 9 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C i Determine "Overturning Moment" from tables on this page 10 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 11 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C specified in Detail Cx18. 12 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the required footing size from #7 (Uplift Footing Size) and Overturning B (ft) Table G7 LouveRoof, LLC Carl Putnam, PE Moment to determine allowable footing sizes. max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 the required footing size from #7 (Uplift Footing Size) and Overturning 6 20 21 22 23 24 25 26 26 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net Moment to determine allowable footing sizes. 8 22 23 24 25 26 27 28 29 115 Exposure B (317) 770-0205 10. Fasten to wall at every header per Detail Cx9 and Required Number of Wall Fasteners 9 23 24 25 26 27 28 29 30 115 Exposure B info@seehomeimp.com per these tables 10 23 25 26 27 28 29 30 31 115 Exposure B 11 24 26 27 28 29 30 31 32 115 Exposure B FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 12 25 26 28 29 30 31 32 33 115 Exposure B SLAB 1 Follow Instructions #1-3 above. SLAB 2 Maximum post spacing is "B (on slab)" B (ft) Table G8 SLAB 3 The maximum ''C'' is 0" max A 10 12 14 16 18 20 22 24 SLAB 4 Follow Instructions #6 and #8 above, skip #7. (ft) UPLIFT ONLY CUBE FOOTING d (IN) SLAB 5 Follow #9 above, embedding into concrete is not an option. 6 22 24 25 26 27 28 29 30 115 Exposure C SLAB 6 Fasten to wall at every header per Detail Cx9, Slab attach requires 3 wall fasteners 8 25 26 28 29 30 31 32 33 115 Exposure C 9 26 27 29 30 31 32 33 34 115 Exposure C For Structures using a "B" less than the maximum allowed 10 27 28 30 31 32 33 35 36 115 Exposure C 1 Follow instructions #1-3 above 11 27 29 31 32 33 35 36 37 115 Exposure C 2 Choose a "B" less than the maximum allowed 12 28 30 32 33 34 36 37 38 115 Exposure C 3 The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 4 Choose Post Height 5 Determine Overturning Moment by cross indexing "A" and "B" with the correct height from Table G5 or Table G6 6 Determine Uplift Footing from Table G7 or Table G8 7 Follow Instructions #9-10 above Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 21 of 42 SEPT 02 2021 11/29/21 Ha. Tables for Attached Structures with Louvers Parallel w/ Building Wall w/ Fewer Posts max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table H1a Ground Snow Load 25 psf Table H3a Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) ATTACHED STRUCTURE Roof 115 Exposure B Required Required Cube Footing 8 10 11 Roof 115 Exposure B Required Required 8 10 11 Design # of Return # of Wall Max Middle End Overturning Moment Design # of Return # of Wall Max Middle End Overturning Moment Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 1 2 15.9 29 23 668 828 909 21.0 6 6 1 2 15.8 29 23 662 821 900 beam 'a' 20.0 8 8 1 3 14.4 31 25 603 747 820 21.0 8 8 1 3 14.2 31 24 594 737 808 20.0 9 9 2 3 13.4 31 25 564 699 767 21.0 9 9 2 3 13.2 31 25 554 687 753 20.0 10 10 2 3 12.7 32 25 532 659 723 21.0 10 10 2 3 12.4 32 25 522 647 710 B 20.0 11 11 2 3 12.0 32 26 512 635 697 21.0 11 11 3 3 11.8 32 25 503 624 684 20.0 12 12 3 3 11.4 33 26 531 658 722 21.0 12 12 3 3 11.2 33 26 522 647 710 A A A A Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Beam 'a' Single 0.125"x2"x8" Alum Header Detail S2 Post Height (ft) Return Beams Return Beams Roof 115 Exposure C Required Required 8 10 11 Roof 115 Exposure C Required Required 8 10 11 END FOOTING MIDDLE FOOTING END FOOTING Design or 130 Exposure B # of Return # of Wall Max Middle End Overturning Moment Design or 130 Exposure B # of Return # of Wall Max Middle End Overturning Moment Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 1 2 15.4 33 26 905 1122 1231 21.0 6 6 1 2 15.3 33 26 898 1114 1222 20.0 8 8 1 2 13.5 34 27 796 987 1083 21.0 8 8 1 2 13.4 34 27 786 975 1069 20.0 9 9 2 2 12.7 35 28 744 923 1012 21.0 9 9 2 3 12.5 35 28 734 910 998 20.0 10 10 2 3 11.9 35 28 701 869 953 21.0 10 10 2 3 11.8 35 28 691 857 940 20.0 11 11 2 3 11.3 36 29 663 822 901 21.0 11 11 2 3 11.1 36 28 652 809 887 20.0 12 12 3 3 10.7 36 29 630 781 856 21.0 12 12 3 3 10.5 36 29 619 768 842 Table H2a Table H4a USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) INSTRUCTIONS FOR USING THESE TABLES Post Height 8 ft 10 ft Table H5 1. These instructions are for an Attached LouveRoof Cover with B (ft) B (ft) WITH LOUVERS PARALLEL TO EXISTING WALL w/ Fewer Posts max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 2. Determine wind and snow loads for structure site area. For zero snow load areas use (ft) OVERTURNING MOMENT (LBF*FT) 10 psf for patio covers and 20 psf for carports or commercial structures. 6 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 3. Choose "A". "A" will be limited by maximum louver panel span. 8 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 4. Determine maximum "B" from tables on this page 9 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 5. The maximum ''C'' is 0'' 10 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 6. Choose Post Height 11 428 513 599 684 770 855 941 1027 530 636 743 849 955 1061 1167 1273 115 Exposure B 7. Determine Uplift Footing Size. 12 467 560 653 747 840 933 1027 1120 579 694 810 926 1041 1157 1273 1389 115 Exposure B 8. Determine Overturning Moment by cross indexing "A" and Post Height 9. Choose Lateral Force Resisting System Post Height 8 ft 10 ft Table H6 a. Moment Frame: Details M1-M6 B (ft) B (ft) These details are allowed if the moment value shown in the detail is higher max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 than the Overturning Moment. (ft) OVERTURNING MOMENT (LBF*FT) b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 6 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C Cx18 (welded steel base plate) 8 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C i Determine "Overturning Moment" from tables on this page 9 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 10 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C specified in Detail Cx18. 11 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 12 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning Moment to determine allowable footing sizes. B (ft) Table H7 LouveRoof, LLC Carl Putnam, PE iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place the required footing size from #7 (Uplift Footing Size) and Overturning (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 Moment to determine allowable footing sizes. 6 25 26 28 29 30 31 32 33 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 10. Fasten to wall at every header per Detail Cx9 and Required Number of Wall Fasteners 8 27 29 31 32 33 35 36 37 115 Exposure B (317) 770-0205 per these tables 9 28 30 32 33 35 36 37 38 115 Exposure B info@seehomeimp.com 11. Use number of 2x8 (Detail C2) Return Beams per tables on this page. Table Y3 gives 10 29 31 33 35 36 37 38 39 115 Exposure B an alternative number of 4x8's (Detail S12, i.e. five 2x8's = two 4x8's) 11 30 32 34 36 37 38 40 41 115 Exposure B 12 31 33 35 37 38 39 41 42 115 Exposure B STRUCTURE TYPE H IS NOT ALLOWED TO ATTACH TO A 3.5" CONCRETE SLAB B (ft) Table H8 For Structures using a "B" less than the maximum allowed max A 10 12 14 16 18 20 22 24 1 Follow instructions #1-3 above (ft) UPLIFT ONLY CUBE FOOTING d (IN) 2 Determine maximum "B" from tables on this page 6 28 30 32 33 34 36 37 38 115 Exposure C 3 Choose a "B" less than the maximum allowed 8 31 33 35 36 38 39 40 42 115 Exposure C 4 The maximum "C" is 0" 9 32 34 36 38 39 41 42 43 115 Exposure C 5 Determine Overturning Moment by cross indexing "A" and "B" 10 33 36 37 39 41 42 44 45 115 Exposure C with the correct height from Table H5 or Table H6 11 35 37 39 40 42 44 45 46 115 Exposure C 6 Determine Uplift Footing from Table H7 or Table H8 12 36 38 40 42 43 45 46 48 115 Exposure C 7 Follow Instructions #9-11 above Uplift Only Uplift Only Uplift Only Uplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 22 of 42 SEPT 02 202111/29/21 Ab. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table A1b Ground Snow Load 25 psf Table A3b ATTACHED STRUCTURE Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 Design Max Width on Max End Overturning Moment Design Max Width on Max End Overturning Moment Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) 20.0 6 3 21.3 24.0 22 252 312 342 21.0 6 3 20.4 24.0 22 252 203 222 20.0 8 4 16.0 24.0 24 336 416 457 21.0 8 4 15.3 23.8 24 216 268 294 20.0 9 4.5 14.2 23.2 25 378 468 514 21.0 9 4.5 13.6 23.0 25 236 293 321 20.0 10 5 12.8 22.4 26 420 520 571 21.0 10 5 12.2 22.2 26 254 315 346 A 20.0 11 5.5 11.6 21.7 26 462 572 628 21.0 11 5.5 11.1 21.5 26 272 337 370 20.0 12 6 10.6 21.1 27 504 624 685 21.0 12 6 10.2 20.8 27 290 359 394 Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C 8 10 11 END FOOTING B END FOOTING C Design or 130 Exposure B Max Width on Max End Overturning Moment Design or 130 Exposure B Max Width on Max End Overturning Moment Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) INSTRUCTIONS FOR USING THESE TABLES 20.0 6 3 21.3 24.0 25 353 437 479 21.0 6 3 20.4 24.0 25 353 437 479 1. These instructions are for a SINGLE SPAN ATTACHED LouveRoof cover WITH 20.0 8 4 16.0 23.2 27 470 583 639 21.0 8 4 15.3 23.0 28 470 583 639 ONLY TWO POSTS. 20.0 9 4.5 14.2 22.3 28 529 656 719 21.0 9 4.5 13.6 22.1 29 529 656 719 2. Determine wind and snow loads for structure site area. For zero snow load areas use 20.0 10 5 12.8 21.5 29 588 729 799 21.0 10 5 12.2 21.3 30 588 729 799 10 psf for patio covers and 20 psf for carports or commercial structures. 20.0 11 5.5 11.6 20.9 29 646 801 879 21.0 11 5.5 11.1 20.7 30 646 801 879 3 Choose "A". "A" will be limited by maximum louver span. 20.0 12 6 10.6 20.3 30 705 874 959 21.0 12 6 10.2 20.1 31 705 874 959 4 Determine maximum "B" from tables on this page Table A2b Table A4b 5 The maximum "C" is 24'' 6 Choose Post Height USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 7 Determine Uplift Footing Size. Post Height 8 ft 10 ft Table A5 8 Determine Overturning Moment by cross indexing "A" and Post Height B (ft) B (ft) 9 Choose Lateral Force Resisting System max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 a. Moment Frame: Details M1-M6 (ft) OVERTURNING MOMENT (LBF*FT) These details are allowed if the moment value shown in the detail is higher 6 252 252 252 252 252 252 252 252 312 312 312 312 312 312 312 312 115 Exposure B than the Overturning Moment. 8 336 336 336 336 336 336 336 336 416 416 416 416 416 416 416 416 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 378 378 378 378 378 378 378 378 468 468 468 468 468 468 468 468 115 Exposure B Cx18 (welded steel base plate) 10 420 420 420 420 420 420 420 420 520 520 520 520 520 520 520 520 115 Exposure B i Determine "Overturning Moment" from tables on this page 11 462 462 462 462 462 462 462 462 572 572 572 572 572 572 572 572 115 Exposure B ii Detail Cx18 may only be used if Overturning Moment is below limit 12 504 504 504 504 504 504 504 504 624 624 624 624 624 624 624 624 115 Exposure B specified in Detail Cx18. iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the Post Height 8 ft 10 ft Table A6 required footing size from #7 (Uplift Footing Size) and Overturning B (ft) B (ft) Moment to determine allowable footing sizes. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index (ft) OVERTURNING MOMENT (LBF*FT) the required footing size from #7 (Uplift Footing Size) and Overturning 6 353 353 353 353 353 353 353 353 437 437 437 437 437 437 437 437 115 Exposure C Moment to determine allowable footing sizes. 8 470 470 470 470 470 470 470 470 583 583 583 583 583 583 583 583 115 Exposure C 10 Fasten to wall as per Detail Cx6 9 529 529 529 529 529 529 529 529 656 656 656 656 656 656 656 656 115 Exposure C 10 588 588 588 588 588 588 588 588 729 729 729 729 729 729 729 729 115 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 11 646 646 646 646 646 646 646 646 801 801 801 801 801 801 801 801 115 Exposure C SLAB 1 Follow Instructions #1-3 above. 12 705 705 705 705 705 705 705 705 874 874 874 874 874 874 874 874 115 Exposure C SLAB 2 Maximum structure width is "B +2C" SLAB 3 Follow Instructions #5-8 above. B (ft) Table A7 LouveRoof, LLC Carl Putnam, PE SLAB 4 Follow #9a above, embedding into concrete is not an option. max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place SLAB 5 Fasten to wall as per Detail Cx6 (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 6 18 18 19 20 20 21 22 22 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net For Structures using a "B" less than the maximum allowed 8 19 20 21 22 22 23 24 24 115 Exposure B (317) 770-0205 1 Follow instructions #1-3 above 9 20 21 22 23 23 24 25 25 115 Exposure B info@seehomeimp.com 2 Choose a "B" less than the maximum allowed 10 21 22 23 23 24 25 26 26 115 Exposure B 3 The maximum "C" is 24'' 11 21 22 23 24 25 26 26 27 115 Exposure B 4 Choose Post Height 12 22 23 24 25 26 26 27 28 115 Exposure B 5 Determine Overturning Moment by cross indexing "A" and "B" with the correct height from Table A5 or Table A6 B (ft) Table A8 6 Determine Uplift Footing from Table A7 or Table A8 max A 10 12 14 16 18 20 22 24 7 Follow Instruction #9-10 above (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 19 20 21 22 23 23 24 24 115 Exposure C 8 21 22 23 24 25 26 26 27 115 Exposure C 9 22 23 24 25 26 27 27 28 115 Exposure C 10 23 24 25 26 27 28 28 29 115 Exposure C 11 24 25 26 27 28 28 29 30 115 Exposure C 12 24 26 27 28 28 29 30 31 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 23 of 42 SEPT 02 202111/29/21 Bb. Tables for Attached Structures with Single Span Louvers with at Least 3 Posts max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table B1b Ground Snow Load 25 psf Table B3b Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 ATTACHED STRUCTURE Design Middle End Overturning Moment Design Middle End Overturning Moment Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) 20.0 6 3 10.6 24.0 26 21 280 347 381 21.0 6 3 10.2 24.0 26 22 280 347 381 20.0 8 4 8.0 24.0 29 23 373 463 508 21.0 8 4 7.7 23.8 29 24 371 460 504 20.0 9 4.5 7.1 23.2 30 24 406 503 552 21.0 9 4.5 6.8 23.0 30 25 402 499 547 20.0 10 5 6.4 22.4 31 25 435 540 592 21.0 10 5 6.1 22.2 31 26 431 535 586 20.0 11 5.5 5.8 21.7 31 25 463 575 630 21.0 11 5.5 5.6 21.5 31 26 462 572 628 A 20.0 12 6 5.3 21.1 32 26 504 624 685 21.0 12 6 5.1 20.8 32 27 504 624 685 Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design or 130 Exposure B Middle End Overturning Moment Design 130 Exposure B Middle End Overturning Moment C B B END FOOTING Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) END FOOTING 20.0 6 3 10.6 24.0 30 25 353 437 479 21.0 6 3 10.2 24.0 30 25 353 437 479 20.0 8 4 8.0 23.2 33 27 470 583 639 21.0 8 4 7.7 23.0 33 27 470 583 639 INSTRUCTIONS FOR USING THESE TABLES 20.0 9 4.5 7.1 22.3 34 28 529 656 719 21.0 9 4.5 6.8 22.1 33 28 529 656 719 1. These instructions are for a SINGLE SPAN ATTACHED LouveRoof cover WITH AT 20.0 10 5 6.4 21.5 34 29 588 729 799 21.0 10 5 6.1 21.3 34 29 588 729 799 LEAST 3 POSTS. 20.0 11 5.5 5.8 20.9 35 29 646 801 879 21.0 11 5.5 5.6 20.7 35 29 646 801 879 2. Determine wind and snow loads for structure site area. For zero snow load areas use 20.0 12 6 5.3 20.3 36 30 705 874 959 21.0 12 6 5.1 20.1 36 30 705 874 959 10 psf for patio covers and 20 psf for carports or commercial structures. Table B2b Table B4b 3 Choose "A". "A" will be limited by maximum louver span. 4 Determine maximum "B" from tables on this page USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 5 The maximum "C" is 24'' Post Height 8 ft 10 ft Table B5 6 Choose Post Height B (ft) B (ft) 7 Determine Uplift Footing Size. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 8 Determine Overturning Moment by cross indexing "A" and Post Height (ft) OVERTURNING MOMENT (LBF*FT) 9 Choose Lateral Force Resisting System 6 252 252 252 252 252 252 257 280 312 312 312 312 312 312 318 347 115 Exposure B a. Moment Frame: Details M1-M6 8 336 336 336 336 336 336 342 373 416 416 416 416 416 416 424 463 115 Exposure B These details are allowed if the moment value shown in the detail is higher 9 378 378 378 378 378 378 385 420 468 468 468 468 468 468 477 521 115 Exposure B than the Overturning Moment. 10 420 420 420 420 420 420 428 467 520 520 520 520 520 520 530 579 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 11 462 462 462 462 462 462 471 513 572 572 572 572 572 572 583 636 115 Exposure B Cx18 (welded steel base plate) 12 504 504 504 504 504 504 513 560 624 624 624 624 624 624 636 694 115 Exposure B i Determine "Overturning Moment" from tables on this page ii Detail Cx18 may only be used if Overturning Moment is below limit Post Height 8 ft 10 ft Table B6 specified in Detail Cx18. B (ft) B (ft) iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 required footing size from #7 (Uplift Footing Size) and Overturning (ft) OVERTURNING MOMENT (LBF*FT) Moment to determine allowable footing sizes. 6 353 353 353 353 353 353 353 353 437 437 437 437 437 437 437 437 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index 8 470 470 470 470 470 470 470 470 583 583 583 583 583 583 583 583 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 9 529 529 529 529 529 529 529 529 656 656 656 656 656 656 656 656 115 Exposure C Moment to determine allowable footing sizes. 10 588 588 588 588 588 588 588 588 729 729 729 729 729 729 729 729 115 Exposure C 10 Fasten to wall as per Detail Cx6 11 646 646 646 646 646 646 646 646 801 801 801 801 801 801 801 801 115 Exposure C 12 705 705 705 705 705 705 705 705 874 874 874 874 874 874 874 874 115 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS SLAB 1 Follow Instructions #1-3 above. B (ft) Table B7 LouveRoof, LLC Carl Putnam, PE SLAB 2 Maximum post spacing is "B (on slab)" max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place SLAB 3 Follow Instructions #5-8 above. (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 SLAB 4 Follow #9a above, embedding into concrete is not an option. 6 20 21 22 23 24 25 26 26 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net SLAB 5Fasten to wall as per Detail Cx6 8 22 23 24 25 26 27 28 29 115 Exposure B (317) 770-0205 9 23 24 25 26 27 28 29 30 115 Exposure B info@seehomeimp.com For Structures using a "B" less than the maximum allowed 10 23 25 26 27 28 29 30 31 115 Exposure B 1 Follow instructions #1-3 above 11 24 26 27 28 29 30 31 32 115 Exposure B 2 Choose a "B" less than the maximum allowed 12 25 26 28 29 30 31 32 33 115 Exposure B 3 The maximum "C" is 24'' 4 Choose Post Height B (ft) Table B8 5 Determine Overturning Moment by cross indexing "A" and "B" max A 10 12 14 16 18 20 22 24 with the correct height from Table B5 or Table B6 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 Determine Uplift Footing from Table B7 or Table B8 6 22 23 24 26 27 28 28 29 115 Exposure C 7 Follow Instructions #9-10 above 8 24 26 27 28 29 30 31 32 115 Exposure C 9 25 27 28 29 30 32 33 34 115 Exposure C 10 26 28 29 30 32 33 34 35 115 Exposure C 11 27 28 30 31 33 34 35 36 115 Exposure C 12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 24 of 42 SEPT 02 202111/29/21 Cb. Tables for Attached Structures with Multi Span Louvers and Single Span Headers max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table C1b Ground Snow Load 25 psf Table C3b Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) ATTACHED STRUCTURE Roof 115 Exposure B Required Required Cube Footing 8 10 11 Roof 115 Exposure B Required Required Cube Footing 8 10 11 Design # of Return # of Wall End Overturning Moment Design # of Return # of Wall End Overturning Moment Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) 20.0 6 6 1 3 21.1 25 504 624 685 21.0 6 6 1 3 20.8 25 504 624 685 20.0 8 8 2 3 19.2 27 671 833 913 21.0 8 8 2 3 19.0 27 671 833 913 20.0 9 9 2 3 18.4 28 755 937 1027 21.0 9 9 2 3 18.2 28 755 937 1027 20.0 10 10 3 4 17.8 28 839 1041 1142 21.0 10 10 3 4 17.6 28 839 1041 1142 20.0 11 11 3 4 17.2 29 923 1145 1256 21.0 11 11 3 4 17.0 29 923 1145 1256 A 20.0 12 12 4 4 16.7 30 1007 1249 1370 21.0 12 12 4 4 16.6 29 1007 1249 1370 Post at mid span Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) B This header requires 1 beam 'b' < OR use number of Roof 115 Exposure C Required Required Cube Footing 8 10 11 Roof 115 Exposure C Required Required Cube Footing 8 10 11 Return Beams. Design or 130 Exposure B # of Return # of Wall End Overturning Moment Design or 130 Exposure B # of Return # of Wall End Overturning Moment Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) 20.0 6 6 1 3 20.3 28 705 874 959 21.0 6 6 1 3 20.1 28 705 874 959 20.0 8 8 2 3 18.5 30 940 1166 1278 21.0 8 8 2 3 18.3 30 940 1166 1278 A 20.0 9 9 2 3 17.7 31 1058 1311 1438 21.0 9 9 2 3 17.5 31 1058 1311 1438 20.0 10 10 3 3 17.1 32 1175 1457 1598 21.0 10 10 3 4 17.0 32 1175 1457 1598 20.0 11 11 3 4 16.6 32 1293 1603 1758 21.0 11 11 3 4 16.4 32 1293 1603 1758 20.0 12 12 4 4 16.1 33 1410 1749 1918 21.0 12 12 4 4 15.9 33 1410 1749 1918 Table C2b Table C4b END FOOTING END FOOTING C USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) INSTRUCTIONS FOR USING THESE TABLES Post Height 8 ft 10 ft Table C5 1. These instructions are for a MULTI SPAN ATTACHED LouveRoof cover and SINGLE SPAN HEADERS B (ft) B (ft) 2. Determine wind and snow loads for structure site area. For zero snow load areas use 10 psf max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 for patio covers and 20 psf for carports or commercial structures. (ft) OVERTURNING MOMENT (LBF*FT) 3 Choose "A". "A" will be limited by maximum louver span. 6 504 504 504 504 504 504 504 504 624 624 624 624 624 624 624 624 115 Exposure B 4 Determine maximum "B" from tables on this page 8 671 671 671 671 671 671 671 671 833 833 833 833 833 833 833 833 115 Exposure B 5 The maximum "C" is 24'' 9 755 755 755 755 755 755 755 755 937 937 937 937 937 937 937 937 115 Exposure B 6 Choose Post Height 10 839 839 839 839 839 839 839 839 1041 1041 1041 1041 1041 1041 1041 1041 115 Exposure B 7 Determine Uplift Footing Size. 11 923 923 923 923 923 923 923 923 1145 1145 1145 1145 1145 1145 1145 1145 115 Exposure B 8 Determine Overturning Moment by cross indexing "A" and Post Height 12 1007 1007 1007 1007 1007 1007 1007 1007 1249 1249 1249 1249 1249 1249 1249 1249 115 Exposure B 9 Choose Lateral Force Resisting System a. Moment Frame: Details M1-M6 Post Height 8 ft 10 ft Table C6 These details are allowed if the moment value shown in the detail is higher B (ft) B (ft) than the Overturning Moment. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or (ft) OVERTURNING MOMENT (LBF*FT) Cx18 (welded steel base plate) 6 705 705 705 705 705 705 705 705 874 874 874 874 874 874 874 874 115 Exposure C i Determine "Overturning Moment" from tables on this page 8 940 940 940 940 940 940 940 940 1166 1166 1166 1166 1166 1166 1166 1166 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 9 1058 1058 1058 1058 1058 1058 1058 1058 1311 1311 1311 1311 1311 1311 1311 1311 115 Exposure C specified in Detail Cx18. 10 1175 1175 1175 1175 1175 1175 1175 1175 1457 1457 1457 1457 1457 1457 1457 1457 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 11 1293 1293 1293 1293 1293 1293 1293 1293 1603 1603 1603 1603 1603 1603 1603 1603 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning 12 1410 1410 1410 1410 1410 1410 1410 1410 1749 1749 1749 1749 1749 1749 1749 1749 115 Exposure C Moment to determine allowable footing sizes. iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index B (ft) Table C7 LouveRoof, LLC Carl Putnam, PE the required footing size from #7 (Uplift Footing Size) and Overturning max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place Moment to determine allowable footing sizes. (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 10 Use mid span post with footing OR go to Instruction #11 6 20 21 22 23 24 25 26 26 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 11 If there is no mid span post, use Required # of Return Beams AND Required # of Wall Fasteners 8 22 23 24 25 26 27 28 29 115 Exposure B (317) 770-0205 and see Detail Cx9 for additional connection requirements 9 23 24 25 26 27 28 29 30 115 Exposure B info@seehomeimp.com 12 Fasten to wall as per Detail Cx6 10 23 25 26 27 28 29 30 31 115 Exposure B 11 24 26 27 28 29 30 31 32 115 Exposure B For Structures using a "B" less than the maximum allowed 12 25 26 28 29 30 31 32 33 115 Exposure B 1 Follow instructions #1-3 above 2 Choose a "B" less than the maximum allowed B (ft) Table C8 3 The maximum "C" is 24'' max A 10 12 14 16 18 20 22 24 4 Choose Post Height (ft) UPLIFT ONLY CUBE FOOTING d (IN) 5 Determine Overturning Moment by cross indexing "A" and "B" 6 22 23 24 26 27 28 28 29 115 Exposure C with the correct height from Table C5 or Table C6 8 24 26 27 28 29 30 31 32 115 Exposure C 6 Determine Uplift Footing from Table C7 or Table C8 9 25 27 28 29 30 32 33 34 115 Exposure C 7 Follow Instruction #9-12 above 10 26 28 29 30 32 33 34 35 115 Exposure C 11 27 28 30 31 33 34 35 36 115 Exposure C 12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 25 of 42 SEPT 02 202111/29/21 Db. Tables for Freestanding Structures with Single Span Louvers with 4 posts max Ss= 25% Seismic Design Category B Ground Snow Load 20 psf Table D1b Ground Snow Load 25 psf Table D3b Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 C Design End Overturning Moment Design End Overturning Moment END FOOTING B END FOOTING Load (psf) A trib B d (in) (lbf *ft) Load (psf) A trib B d (in) (lbf *ft) 20.0 6 3 24.0 19 957 1187 1301 21.0 6 3 24.0 19 957 1187 1301 20.0 8 4 24.0 20 957 1187 1301 21.0 8 4 23.7 20 948 1176 1289 20.0 9 4.5 23.1 21 924 1146 1257 21.0 9 4.5 22.8 21 917 1137 1247 20.0 10 5 22.3 22 899 1115 1223 21.0 10 5 22.0 21 889 1103 1210 20.0 11 5.5 21.6 22 875 1085 1189 21.0 11 5.5 21.4 22 867 1076 1180 20.0 12 6 21.0 23 854 1058 1161 21.0 12 6 20.7 22 845 1048 1149 A Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C 8 10 11 Design or 130 Exposure B End Overturning Moment Design or 130 Exposure B End Overturning Moment Load (psf) A trib B d (in) (lbf *ft) Load (psf) A trib B d (in) (lbf *ft) 20.0 6 3 24.0 22 1427 1769 1941 21.0 6 3 24.0 22 1427 1769 1941 20.0 8 4 22.8 24 1367 1696 1860 21.0 8 4 22.6 24 1356 1682 1844 20.0 9 4.5 22.0 24 1323 1640 1799 21.0 9 4.5 21.7 24 1312 1626 1784 20.0 10 5 21.2 25 1283 1591 1745 21.0 10 5 21.0 25 1273 1578 1731 END FOOTING B END FOOTING 20.0 11 5.5 20.5 26 1251 1551 1701 21.0 11 5.5 20.3 25 1239 1537 1685 20.0 12 6 20.0 26 1221 1514 1661 21.0 12 6 19.8 26 1212 1503 1648 INSTRUCTIONS FOR USING THESE TABLES Table D2b Table D4b 1. These instructions are for a SINGLE SPAN FREESTANDING LouveRoof cover WITH ONLY FOUR POSTS. USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 2. Determine wind and snow loads for structure site area. For zero snow load areas use Post Height 8 ft 10 ft Table D5 10 psf for patio covers and 20 psf for carports or commercial structures. B (ft) B (ft) 3 Choose "A". "A" will be limited by maximum louver span. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 4 Determine maximum "B" from tables on this page (ft) OVERTURNING MOMENT (LBF*FT) 5 The maximum "C" is 24'' 6 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 6 Choose Post Height 8 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 7 Determine Uplift Footing Size. 9 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 8 Determine Overturning Moment by cross indexing "A" and Post Height 10 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 9 Lateral Force Resisting System is Detail Cx14 or Cx18 11 478 547 615 684 770 855 941 1027 593 678 763 849 955 1061 1167 1273 115 Exposure B a. Moment Frame Details M1-M6 are not allowed 12 478 560 653 747 840 933 1027 1120 593 694 810 926 1041 1157 1273 1389 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or Cx18 (welded steel base plate) Post Height 8 ft 10 ft Table D6 i Determine "Overturning Moment" from tables on this page B (ft) B (ft) ii Detail Cx18 may only be used if Overturning Moment is below limit max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 specified in Detail Cx18. (ft) OVERTURNING MOMENT (LBF*FT) iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 6 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning 8 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C Moment to determine allowable footing sizes. 9 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index 10 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 11 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C Moment to determine allowable footing sizes. 12 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C For Structures using a "B" less than the maximum allowed B (ft) Table D7 LouveRoof, LLC Carl Putnam, PE 1 Follow instructions #1-3 above max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place 2 Choose a "B" less than the maximum allowed (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 3 The maximum ''C'' is 24'' I24'' 6 15 15 16 17 17 18 18 19 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 4 Choose Post Height 8 16 17 18 18 19 19 20 20 115 Exposure B (317) 770-0205 5 Determine Overturning Moment by cross indexing "A" and "B" 9 17 18 18 19 20 20 21 21 115 Exposure B info@seehomeimp.com with the correct height from Table D5 or Table D6 10 17 18 19 20 20 21 21 22 115 Exposure B 6 Determine Uplift Footing from Table D7 or Table D8 11 18 19 20 20 21 22 22 23 115 Exposure B 7 Follow Instruction #9 above 12 19 19 20 21 22 22 23 23 115 Exposure B B (ft) Table D8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 17 17 18 19 19 20 20 21 115 Exposure C 8 18 19 20 21 21 22 23 23 115 Exposure C 9 19 20 21 21 22 23 23 24 115 Exposure C 10 20 21 21 22 23 24 24 25 115 Exposure C 11 20 21 22 23 24 24 25 26 115 Exposure C 12 21 22 23 24 24 25 26 26 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 26 of 42 SEPT 02 202111/29/21 Eb. Tables for Freestanding Structures with Single Span Louvers with at least 6 posts max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table E1b Ground Snow Load 25 psf Table E3b Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 Design Middle End Overturning Moment Design Middle End Overturning Moment Load (psf) A trib B d (in) d (in) (lbf *ft) Load (psf) A trib B d (in) d (in) (lbf *ft) MIDDLE FOOTING 20.0 6 3 24.0 22 19 1640 2034 2231 21.0 6 3 24.0 22 19 1640 2034 2231 20.0 8 4 24.0 24 20 1640 2034 2231 21.0 8 4 23.7 24 20 1623 2012 2207 20.0 9 4.5 23.1 25 21 1576 1954 2143 21.0 9 4.5 22.8 25 21 1561 1935 2122 20.0 10 5 22.3 26 22 1525 1892 2075 21.0 10 5 22.0 26 21 1505 1867 2047 20.0 11 5.5 21.6 26 22 1476 1830 2007 21.0 11 5.5 21.4 26 22 1461 1812 1987 A 20.0 12 6 21.0 27 23 1434 1778 1950 21.0 12 6 20.7 27 22 1416 1756 1926 Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C 8 10 11 MIDDLE FOOTING Design or 130 Exposure B Middle End Overturning Moment Design or 130 Exposure B Middle End Overturning Moment C B B END FOOTING Load (psf) A trib B d (in) d (in) (lbf *ft) Load (psf) A trib B d (in) d (in) (lbf *ft) END FOOTING 20.0 6 3 24.0 26 22 2446 3033 3327 21.0 6 3 24.0 26 22 2446 3033 3327 20.0 8 4 22.8 28 24 2327 2886 3165 21.0 8 4 22.6 28 24 2305 2858 3134 INSTRUCTIONS FOR USING THESE TABLES 20.0 9 4.5 22.0 29 24 2238 2775 3043 21.0 9 4.5 21.7 29 24 2215 2747 3013 1. These instructions are for a SINGLE SPAN FREESTANDING LouveRoof cover 20.0 10 5 21.2 30 25 2158 2676 2935 21.0 10 5 21.0 30 25 2138 2651 2908 WITH AT LEAST 6 POSTS. 20.0 11 5.5 20.5 30 26 2094 2596 2848 21.0 11 5.5 20.3 30 25 2071 2568 2816 2. Determine wind and snow loads for structure site area. For zero snow load areas 20.0 12 6 20.0 31 26 2034 2523 2767 21.0 12 6 19.8 31 26 2016 2500 2741 use 10 psf for patio covers and 20 psf for carports or commercial structures. Table E2b Table E4b 3 Choose "A". "A" will be limited by maximum louver span. 4 Determine maximum "B" from tables on this page USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 5 The maximum "C" is 24'' Post Height 8 ft 10 ft Table E5 6 Choose Post Height B (ft) B (ft) 7 Determine Uplift Footing Size. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 8 Determine Overturning Moment by cross indexing "A" and Post Height (ft) OVERTURNING MOMENT (LBF*FT) 9 Lateral Force Resisting System is Detail Cx14 or Cx18 6 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B a. Moment Frame Details M1-M6 are not allowed 8 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B Cx18 (welded steel base plate) 10 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B i Determine "Overturning Moment" from tables on this page 11 752 820 957 1094 1230 1367 1504 1640 932 1017 1187 1356 1526 1695 1865 2034 115 Exposure B ii Detail Cx18 may only be used if Overturning Moment is below limit 12 820 820 957 1094 1230 1367 1504 1640 1017 1017 1187 1356 1526 1695 1865 2034 115 Exposure B specified in Detail Cx18. iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the Post Height 8 ft 10 ft Table E6 required footing size from #7 (Uplift Footing Size) and Overturning B (ft) B (ft) Moment to determine allowable footing sizes. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index (ft) OVERTURNING MOMENT (LBF*FT) the required footing size from #7 (Uplift Footing Size) and Overturning 6 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C Moment to determine allowable footing sizes. 8 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 9 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C For Structures using a "B" less than the maximum allowed 10 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 1 Follow instructions #1-3 ab24'' 11 1121 1223 1427 1631 1835 2038 2242 2446 1390 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 2 Choose a "B" less than the maximum allowed 12 1223 1223 1427 1631 1835 2038 2242 2446 1517 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 3 The maximum "C" is 4 Choose Post Height B (ft) Table E7 LouveRoof, LLC Carl Putnam, PE 5 Determine Overturning Moment by cross indexing "A" and "B" max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place with the correct height from Table E5 or Table E6 (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 6 Determine Uplift Footing from Table E7 or Table E8 6 17 18 19 19 20 21 22 22 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 7 Follow Instruction #9 above 8 18 19 20 21 22 23 24 24 115 Exposure B (317) 770-0205 9 19 20 21 22 23 24 25 25 115 Exposure B info@seehomeimp.com 10 20 21 22 23 24 25 26 26 115 Exposure B 11 20 22 23 24 25 26 26 27 115 Exposure B 12 21 22 23 24 25 26 27 28 115 Exposure B B (ft) Table E8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 19 20 21 22 23 24 24 25 115 Exposure C 8 21 22 23 24 25 26 27 28 115 Exposure C 9 21 23 24 25 26 27 28 29 115 Exposure C 10 22 24 25 26 27 28 29 30 115 Exposure C 11 23 24 26 27 28 29 30 31 115 Exposure C 12 24 25 26 28 29 30 31 32 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 27 of 42 SEPT 02 202111/29/21 Fb. Tables for Freestanding Structures with Multi Span Louvers and Single Span Headers max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table F1b Ground Snow Load 25 psf Table F3b Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) END FOOTING END FOOTING Roof 115 Exposure B Required Cube Footing 8 10 11 Roof 115 Exposure B Required Cube Footing 8 10 11 Design # of Return Exterior Overturning Moment Design # of Return Exterior Overturning Moment Load (psf) A trib Beams B d (in) (lbf *ft) Load (psf) A trib Beams B d (in) (lbf *ft) 20.0 6 6 1 20.0 22 684 848 930 21.0 6 6 1 19.8 22 677 840 921 20.0 8 8 2 18.2 24 621 769 844 21.0 8 8 2 18.0 24 615 763 837 20.0 9 9 2 17.5 24 615 763 837 21.0 9 9 2 17.3 24 615 763 837 20.0 10 10 3 16.9 25 683 848 930 21.0 10 10 3 16.7 25 683 848 930 A 20.0 11 11 3 16.3 26 752 932 1022 21.0 11 11 3 16.2 26 752 932 1022 20.0 12 12 4 15.9 26 820 1017 1115 21.0 12 12 4 15.7 26 820 1017 1115 Post at mid span OR Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) B This header requires 1 beam 'b' < use required number Roof 115 Exposure C Required Cube Footing 8 10 11 Roof 115 Exposure C Required Cube Footing 8 10 11 of Return Beams Design or 130 Exposure B # of Return Exterior Overturning Moment Design or 130 Exposure B # of Return Exterior Overturning Moment Load (psf) A trib Beams B d (in) (lbf *ft) Load (psf) A trib Beams B d (in) (lbf *ft) 20.0 6 6 1 19.1 26 975 1209 1325 21.0 6 6 1 19.0 26 968 1200 1316 A 20.0 8 8 2 17.4 28 885 1097 1203 21.0 8 8 2 17.2 28 878 1089 1194 20.0 9 9 2 16.7 28 917 1137 1248 21.0 9 9 2 16.6 28 917 1137 1248 20.0 10 10 2 16.1 29 1019 1264 1386 21.0 10 10 3 16.0 29 1019 1264 1386 20.0 11 11 3 15.6 30 1121 1390 1525 21.0 11 11 3 15.5 30 1121 1390 1525 20.0 12 12 4 15.2 31 1223 1517 1663 21.0 12 12 4 15.1 30 1223 1517 1663 Table F2b Table F4b C END FOOTING END FOOTING C USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) Post Height 8 ft 10 ft Table F5 INSTRUCTIONS FOR USING THESE TABLES B (ft) B (ft) 1. These instructions are for a MULTI SPAN FREESTANDING LouveRoof cover max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 and Single Span Headers (ft) OVERTURNING MOMENT (LBF*FT) 2. Determine wind and snow loads for structure site area. For zero snow load areas use 24.6 6 410 410 478 547 615 683 752 820 509 509 593 678 763 848 932 1017 115 Exposure B 10 psf for patio covers and 20 psf for carports or commercial structures. 24.6 8 547 547 547 547 615 683 752 820 678 678 678 678 763 848 932 1017 115 Exposure B 3. Choose "A". "A" will be limited by maximum louver span. 24.6 9 615 615 615 615 615 683 752 820 763 763 763 763 763 848 932 1017 115 Exposure B 4. Determine maximum "B" from tables on this page 24.6 10 683 683 683 683 683 683 752 820 848 848 848 848 848 848 932 1017 115 Exposure B 5. The maximum "C" is 24'' 24.6 11 752 752 752 752 752 752 752 820 932 932 932 932 932 932 932 1017 115 Exposure B 6. Choose Post Height 24.6 12 820 820 820 820 820 820 820 820 1017 1017 1017 1017 1017 1017 1017 1017 115 Exposure B 7. Determine Uplift Footing Size. 8. Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8 ft 10 ft Table F6 9. Lateral Force Resisting System is Detail Cx14 or Cx18 B (ft) B (ft) a. Moment Frame Details M1-M6 are not allowed max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or (ft) OVERTURNING MOMENT (LBF*FT) Cx18 (welded steel base plate) 36.7 6 612 612 713 815 917 1019 1121 1223 758 758 885 1011 1137 1264 1390 1517 115 Exposure C i Determine "Overturning Moment" from tables on this page 36.7 8 815 815 815 815 917 1019 1121 1223 1011 1011 1011 1011 1137 1264 1390 1517 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 36.7 9 917 917 917 917 917 1019 1121 1223 1137 1137 1137 1137 1137 1264 1390 1517 115 Exposure C specified in Detail Cx18. 36.7 10 1019 1019 1019 1019 1019 1019 1121 1223 1264 1264 1264 1264 1264 1264 1390 1517 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 36.7 11 1121 1121 1121 1121 1121 1121 1121 1223 1390 1390 1390 1390 1390 1390 1390 1517 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning 36.7 12 1223 1223 1223 1223 1223 1223 1223 1223 1517 1517 1517 1517 1517 1517 1517 1517 115 Exposure C Moment to determine allowable footing sizes. iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index B (ft) Table F7 LouveRoof, LLC Carl Putnam, PE the required footing size from #7 (Uplift Footing Size) and Overturning max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place Moment to determine allowable footing sizes. (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 6 18 19 20 21 22 23 23 24 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net For Structures using a "B" less than the maximum allowed 8 20 21 22 23 24 25 26 26 115 Exposure B (317) 770-0205 1 Follow instructions #1-3 above 9 21 22 23 24 25 26 27 28 115 Exposure B info@seehomeimp.com 2 Choose a "B" less than the maximum allowed 10 21 23 24 25 26 27 28 28 115 Exposure B 3 The maximum "C" is 24'' 11 22 23 25 26 27 28 29 29 115 Exposure B 4 Choose Post Height 12 23 24 25 26 28 28 29 30 115 Exposure B 5 Determine Overturning Moment by cross indexing "A" and "B" with the correct height from Table F5 or Table F6 B (ft) Table F8 6 Determine Uplift Footing from Table F7 or Table F8 max A 10 12 14 16 18 20 22 24 7 Follow Instruction #9 above (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 21 22 23 24 25 26 27 27 115 Exposure C 8 23 24 25 26 27 28 29 30 115 Exposure C 9 23 25 26 27 29 30 31 31 115 Exposure C 10 24 26 27 28 30 31 32 33 115 Exposure C 11 25 27 28 29 31 32 33 34 115 Exposure C 12 26 27 29 30 31 33 34 35 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 28 of 42 SEPT 02 202111/29/21 Gb. Tables for Attached Structures with Louvers Parallel w/ Building Wall max Ss= 25% Seismic Design Category B Ground Snow Load 20 psf Table G1b Ground Snow Load 25 psf Table G3b Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) ATTACHED STRUCTURE Roof 115 Exposure B Required Cube Footing 8 10 11 Roof 115 Exposure B Required 8 10 11 Design Max B (ft) # of Wall Max Middle End Overturning Moment Design Max B (ft) # of Wall Max Middle End Overturning Moment Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 10.6 3 20.1 26 21 1077 1335 1464 21.0 6 6 10.2 3 19.9 26 21 1068 1324 1452 beam 'b' 20.0 8 8 8.0 3 18.2 28 23 995 1234 1353 21.0 8 8 7.7 3 18.1 28 22 988 1225 1344 20.0 9 9 7.1 3 17.5 29 23 964 1195 1311 21.0 9 9 6.8 3 17.4 29 23 956 1185 1300 20.0 10 10 6.4 3 17.0 30 24 938 1163 1275 21.0 10 10 6.1 4 16.8 30 24 929 1153 1264 B 20.0 11 11 5.8 4 16.4 31 24 914 1133 1243 21.0 11 11 5.6 4 16.3 31 24 906 1124 1233 20.0 12 12 5.3 4 15.9 31 25 892 1107 1214 21.0 12 12 5.1 4 15.8 31 25 886 1099 1205 Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) non structural beam MIDDLE FOOTING Roof 115 Exposure C Required 8 10 11 Roof 115 Exposure C Required 8 10 11 END FOOTING A A END FOOTING Design or 130 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment Design or 130 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment C Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 10.6 3 19.4 30 24 1441 1786 1959 21.0 6 6 10.2 3 19.3 30 24 1432 1775 1947 20.0 8 8 8.0 3 17.6 30 24 1331 1650 1810 21.0 8 8 7.7 3 17.5 32 25 1323 1640 1799 20.0 9 9 7.1 3 17.0 31 24 1289 1599 1753 21.0 9 9 6.8 3 16.8 33 26 1281 1588 1742 20.0 10 10 6.4 3 16.4 31 25 1254 1555 1705 21.0 10 10 6.1 3 16.3 34 27 1246 1545 1695 20.0 11 11 5.8 4 15.9 32 25 1223 1516 1663 21.0 11 11 5.6 4 15.7 34 27 1214 1506 1651 20.0 12 12 5.3 4 15.4 33 26 1195 1482 1625 21.0 12 12 5.1 4 15.3 35 28 1186 1471 1614 Table G2b Table G4b USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) INSTRUCTIONS FOR USING THESE TABLES Post Height 8 ft 10 ft Table G5 1. These instructions are for an Attached LouveRoof Cover with B (ft) B (ft) WITH LOUVERS PARALLEL TO EXISTING WALL max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 2. Determine wind and snow loads for structure site area. For zero snow load areas use (ft) OVERTURNING MOMENT (LBF*FT) 10 psf for patio covers and 20 psf for carports or commercial structures. 6 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 3. Choose "A". "A" will be limited by maximum louver span. 8 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 4. Determine maximum "B" from tables on this page 9 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 5. The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 10 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B the Max ''C'' is 0'' 11 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 6. Choose Post Height 12 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 7. Determine Uplift Footing Size. 8. Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8 ft 10 ft Table G6 9. Choose Lateral Force Resisting System B (ft) B (ft) a. Moment Frame: Details M1-M6 max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 These details are allowed if the moment value shown in the detail is higher (ft) OVERTURNING MOMENT (LBF*FT) than the Overturning Moment. 6 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 8 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C Cx18 (welded steel base plate) 9 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C i Determine "Overturning Moment" from tables on this page 10 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 11 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C specified in Detail Cx18. 12 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the required footing size from #7 (Uplift Footing Size) and Overturning B (ft) Table G7 LouveRoof, LLC Carl Putnam, PE Moment to determine allowable footing sizes. max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 the required footing size from #7 (Uplift Footing Size) and Overturning 6 20 21 22 23 24 25 26 26 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net Moment to determine allowable footing sizes. 8 22 23 24 25 26 27 28 29 115 Exposure B (317) 770-0205 10. Fasten to wall at every header per Detail Cx9 and Required Number of Wall Fasteners 9 23 24 25 26 27 28 29 30 115 Exposure B info@seehomeimp.com per these tables 10 23 25 26 27 28 29 30 31 115 Exposure B 11 24 26 27 28 29 30 31 32 115 Exposure B FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 12 25 26 28 29 30 31 32 33 115 Exposure B SLAB 1 Follow Instructions #1-3 above. SLAB 2 Maximum post spacing is "B (on slab)" B (ft) Table G8 SLAB 3 The maximum ''C'' is 0" max A 10 12 14 16 18 20 22 24 SLAB 4 Follow Instructions #6 and #8 above, skip #7. (ft) UPLIFT ONLY CUBE FOOTING d (IN) SLAB 5 Follow #9 above, embedding into concrete is not an option. 6 22 24 25 26 27 28 29 30 115 Exposure C SLAB 6 Fasten to wall at every header per Detail Cx9, Slab attach requires 3 wall fasteners 8 25 26 28 29 30 31 32 33 115 Exposure C 9 26 27 29 30 31 32 33 34 115 Exposure C For Structures using a "B" less than the maximum allowed 10 27 28 30 31 32 33 35 36 115 Exposure C 1 Follow instructions #1-3 above 11 27 29 31 32 33 35 36 37 115 Exposure C 2 Choose a "B" less than the maximum allowed 12 28 30 32 33 34 36 37 38 115 Exposure C 3 The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 4 Choose Post Height 5 Determine Overturning Moment by cross indexing "A" and "B" with the correct height from Table G5 or Table G6 6 Determine Uplift Footing from Table G7 or Table G8 7 Follow Instructions #9-10 above Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 29 of 42 SEPT 02 2021 11/29/21 Hb. Tables for Attached Structures with Louvers Parallel w/ Building Wall w/ Fewer Posts max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table H1b Ground Snow Load 25 psf Table H3b Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) ATTACHED STRUCTURE Roof 115 Exposure B Required Required Cube Footing 8 10 11 Roof 115 Exposure B Required Required 8 10 11 Design # of Return # of Wall Max Middle End Overturning Moment Design # of Return # of Wall Max Middle End Overturning Moment Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 1 3 20.1 31 25 842 1044 1145 21.0 6 6 1 3 19.9 31 25 834 1034 1134 beam 'b' 20.0 8 8 2 3 18.2 33 27 765 949 1041 21.0 8 8 2 3 18.1 33 26 759 941 1032 20.0 9 9 2 3 17.5 34 27 736 913 1001 21.0 9 9 2 3 17.4 34 27 729 903 991 20.0 10 10 3 3 17.0 35 28 711 882 968 21.0 10 10 3 4 16.8 35 28 704 873 957 B 20.0 11 11 3 4 16.4 36 28 702 871 955 21.0 11 11 3 4 16.3 36 28 695 862 946 20.0 12 12 4 4 15.9 37 29 744 922 1012 21.0 12 12 4 4 15.8 36 29 737 914 1003 A A A A Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Beam 'b' Double 0.125"x2x8 Alum Header Detail Cx7 Post Height (ft) Return Beams Return Beams Roof 115 Exposure C Required Required 8 10 11 Roof 115 Exposure C Required Required 8 10 11 END FOOTING MIDDLE FOOTING END FOOTING Design or 130 Exposure B # of Return # of Wall Max Middle End Overturning Moment Design or 130 Exposure B # of Return # of Wall Max Middle End Overturning Moment Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 1 3 19.4 35 28 1140 1414 1551 21.0 6 6 1 3 19.3 35 28 1132 1404 1539 20.0 8 8 2 3 17.6 38 30 1036 1284 1408 21.0 8 8 2 3 17.5 37 30 1028 1275 1398 20.0 9 9 2 3 17.0 39 31 996 1235 1355 21.0 9 9 2 3 16.8 38 30 988 1225 1344 20.0 10 10 3 3 16.4 39 31 962 1193 1309 21.0 10 10 3 3 16.3 39 31 955 1184 1299 20.0 11 11 3 4 15.9 40 32 932 1156 1268 21.0 11 11 3 4 15.7 40 32 924 1146 1257 20.0 12 12 4 4 15.4 41 33 906 1124 1232 21.0 12 12 4 4 15.3 41 33 898 1113 1221 Table H2b Table H4b USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) INSTRUCTIONS FOR USING THESE TABLES Post Height 8 ft 10 ft Table H5 1. These instructions are for an Attached LouveRoof Cover with B (ft) B (ft) WITH LOUVERS PARALLEL TO EXISTING WALL w/ Fewer Posts max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 2. Determine wind and snow loads for structure site area. For zero snow load areas use (ft) OVERTURNING MOMENT (LBF*FT) 10 psf for patio covers and 20 psf for carports or commercial structures. 6 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 3. Choose "A". "A" will be limited by maximum louver panel span. 8 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 4. Determine maximum "B" from tables on this page 9 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 5. The maximum ''C'' is 0'' 10 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 6. Choose Post Height 11 428 513 599 684 770 855 941 1027 530 636 743 849 955 1061 1167 1273 115 Exposure B 7. Determine Uplift Footing Size. 12 467 560 653 747 840 933 1027 1120 579 694 810 926 1041 1157 1273 1389 115 Exposure B 8. Determine Overturning Moment by cross indexing "A" and Post Height 9. Choose Lateral Force Resisting System Post Height 8 ft 10 ft Table H6 a. Moment Frame: Details M1-M6 B (ft) B (ft) These details are allowed if the moment value shown in the detail is higher max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 than the Overturning Moment. (ft) OVERTURNING MOMENT (LBF*FT) b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 6 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C Cx18 (welded steel base plate) 8 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C i Determine "Overturning Moment" from tables on this page 9 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 10 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C specified in Detail Cx18. 11 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 12 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning Moment to determine allowable footing sizes. B (ft) Table H7 LouveRoof, LLC Carl Putnam, PE iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place the required footing size from #7 (Uplift Footing Size) and Overturning (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 Moment to determine allowable footing sizes. 6 25 26 28 29 30 31 32 33 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 10. Fasten to wall at every header per Detail Cx9 and Required Number of Wall Fasteners 8 27 29 31 32 33 35 36 37 115 Exposure B (317) 770-0205 per these tables 9 28 30 32 33 35 36 37 38 115 Exposure B info@seehomeimp.com 11. Use number of 2x8 (Detail C2) Return Beams per tables on this page. Table Y3 gives 10 29 31 33 35 36 37 38 39 115 Exposure B an alternative number of 4x8's (Detail S12, i.e. five 2x8's = two 4x8's) 11 30 32 34 36 37 38 40 41 115 Exposure B 12 31 33 35 37 38 39 41 42 115 Exposure B STRUCTURE TYPE H IS NOT ALLOWED TO ATTACH TO A 3.5" CONCRETE SLAB B (ft) Table H8 For Structures using a "B" less than the maximum allowed max A 10 12 14 16 18 20 22 24 1 Follow instructions #1-3 above (ft) UPLIFT ONLY CUBE FOOTING d (IN) 2 Determine maximum "B" from tables on this page 6 28 30 32 33 34 36 37 38 115 Exposure C 3 Choose a "B" less than the maximum allowed 8 31 33 35 36 38 39 40 42 115 Exposure C 4 The maximum "C" is 0" 9 32 34 36 38 39 41 42 43 115 Exposure C 5 Determine Overturning Moment by cross indexing "A" and "B" 10 33 36 37 39 41 42 44 45 115 Exposure C with the correct height from Table H5 or Table H6 11 35 37 39 40 42 44 45 46 115 Exposure C 6 Determine Uplift Footing from Table H7 or Table H8 12 36 38 40 42 43 45 46 48 115 Exposure C 7 Follow Instructions #9-11 above Uplift Only Uplift Only Uplift Only Uplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 30 of 42 SEPT 02 2021 11/29/21 Ac. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table A1c Ground Snow Load 25 psf Table A3c ATTACHED STRUCTURE Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 Design Max Width on Max End Overturning Moment Design Max Width on Max End Overturning Moment Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) 20.0 6 3 21.3 24.0 22 252 312 342 21.0 6 3 20.4 24.0 22 252 203 222 20.0 8 4 16.0 24.0 24 336 416 457 21.0 8 4 15.3 24.0 24 218 270 296 20.0 9 4.5 14.2 24.0 25 378 468 514 21.0 9 4.5 13.6 24.0 25 245 304 333 20.0 10 5 12.8 24.0 26 420 520 571 21.0 10 5 12.2 24.0 26 272 338 370 A 20.0 11 5.5 11.6 24.0 27 462 572 628 21.0 11 5.5 11.1 23.8 27 297 369 404 20.0 12 6 10.6 23.4 28 504 624 685 21.0 12 6 10.2 23.1 28 316 392 430 Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C 8 10 11 END FOOTING B END FOOTING C Design or 130 Exposure B Max Width on Max End Overturning Moment Design or 130 Exposure B Max Width on Max End Overturning Moment Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) Load (psf) A trib slab (B+2C) B d (in) (lbf *ft) INSTRUCTIONS FOR USING THESE TABLES 20.0 6 3 21.3 24.0 25 353 437 479 21.0 6 3 20.4 24.0 25 353 437 479 1. These instructions are for a SINGLE SPAN ATTACHED LouveRoof cover WITH 20.0 8 4 16.0 24.0 28 470 583 639 21.0 8 4 15.3 24.0 29 470 583 639 ONLY TWO POSTS. 20.0 9 4.5 14.2 24.0 29 529 656 719 21.0 9 4.5 13.6 24.0 30 529 656 719 2. Determine wind and snow loads for structure site area. For zero snow load areas use 20.0 10 5 12.8 23.9 30 588 729 799 21.0 10 5 12.2 23.6 31 588 729 799 10 psf for patio covers and 20 psf for carports or commercial structures. 20.0 11 5.5 11.6 23.2 30 646 801 879 21.0 11 5.5 11.1 22.9 31 646 801 879 3 Choose "A". "A" will be limited by maximum louver span. 20.0 12 6 10.6 22.5 31 705 874 959 21.0 12 6 10.2 22.3 32 705 874 959 4 Determine maximum "B" from tables on this page Table A2c Table A4c 5 The maximum "C" is 24'' 6 Choose Post Height USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 7 Determine Uplift Footing Size. Post Height 8 ft 10 ft Table A5 8 Determine Overturning Moment by cross indexing "A" and Post Height B (ft) B (ft) 9 Choose Lateral Force Resisting System max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 a. Moment Frame: Details M1-M6 (ft) OVERTURNING MOMENT (LBF*FT) These details are allowed if the moment value shown in the detail is higher 6 252 252 252 252 252 252 252 252 312 312 312 312 312 312 312 312 115 Exposure B than the Overturning Moment. 8 336 336 336 336 336 336 336 336 416 416 416 416 416 416 416 416 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 378 378 378 378 378 378 378 378 468 468 468 468 468 468 468 468 115 Exposure B Cx18 (welded steel base plate) 10 420 420 420 420 420 420 420 420 520 520 520 520 520 520 520 520 115 Exposure B i Determine "Overturning Moment" from tables on this page 11 462 462 462 462 462 462 462 462 572 572 572 572 572 572 572 572 115 Exposure B ii Detail Cx18 may only be used if Overturning Moment is below limit 12 504 504 504 504 504 504 504 504 624 624 624 624 624 624 624 624 115 Exposure B specified in Detail Cx18. iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the Post Height 8 ft 10 ft Table A6 required footing size from #7 (Uplift Footing Size) and Overturning B (ft) B (ft) Moment to determine allowable footing sizes. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index (ft) OVERTURNING MOMENT (LBF*FT) the required footing size from #7 (Uplift Footing Size) and Overturning 6 353 353 353 353 353 353 353 353 437 437 437 437 437 437 437 437 115 Exposure C Moment to determine allowable footing sizes. 8 470 470 470 470 470 470 470 470 583 583 583 583 583 583 583 583 115 Exposure C 10 Fasten to wall as per Detail Cx6 9 529 529 529 529 529 529 529 529 656 656 656 656 656 656 656 656 115 Exposure C 10 588 588 588 588 588 588 588 588 729 729 729 729 729 729 729 729 115 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 11 646 646 646 646 646 646 646 646 801 801 801 801 801 801 801 801 115 Exposure C SLAB 1 Follow Instructions #1-3 above. 12 705 705 705 705 705 705 705 705 874 874 874 874 874 874 874 874 115 Exposure C SLAB 2 Maximum structure width is "B +2C" SLAB 3 Follow Instructions #5-8 above. B (ft) Table A7 LouveRoof, LLC Carl Putnam, PE SLAB 4 Follow #9a above, embedding into concrete is not an option. max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place SLAB 5 Fasten to wall as per Detail Cx6 (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 6 18 18 19 20 20 21 22 22 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net For Structures using a "B" less than the maximum allowed 8 19 20 21 22 22 23 24 24 115 Exposure B (317) 770-0205 1 Follow instructions #1-3 above 9 20 21 22 23 23 24 25 25 115 Exposure B info@seehomeimp.com 2 Choose a "B" less than the maximum allowed 10 21 22 23 23 24 25 26 26 115 Exposure B 3 The maximum "C" is 24'' 11 21 22 23 24 25 26 26 27 115 Exposure B 4 Choose Post Height 12 22 23 24 25 26 26 27 28 115 Exposure B 5 Determine Overturning Moment by cross indexing "A" and "B" with the correct height from Table A5 or Table A6 B (ft) Table A8 6 Determine Uplift Footing from Table A7 or Table A8 max A 10 12 14 16 18 20 22 24 7 Follow Instruction #9-10 above (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 19 20 21 22 23 23 24 24 115 Exposure C 8 21 22 23 24 25 26 26 27 115 Exposure C 9 22 23 24 25 26 27 27 28 115 Exposure C 10 23 24 25 26 27 28 28 29 115 Exposure C 11 24 25 26 27 28 28 29 30 115 Exposure C 12 24 26 27 28 28 29 30 31 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 31 of 42 SEPT 02 2021 11/29/21 Bc. Tables for Attached Structures with Single Span Louvers with at Least 3 Posts max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table B1c Ground Snow Load 25 psf Table B3c Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 ATTACHED STRUCTURE Design Middle End Overturning Moment Design Middle End Overturning Moment Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) 20.0 6 3 10.6 24.0 26 21 280 347 381 21.0 6 3 10.2 24.0 26 22 280 347 381 20.0 8 4 8.0 24.0 29 23 373 463 508 21.0 8 4 7.7 24.0 29 24 373 463 508 20.0 9 4.5 7.1 24.0 30 24 420 521 571 21.0 9 4.5 6.8 24.0 30 25 420 521 571 20.0 10 5 6.4 24.0 31 25 467 579 635 21.0 10 5 6.1 24.0 31 26 467 579 635 20.0 11 5.5 5.8 24.0 32 26 513 636 698 21.0 11 5.5 5.6 23.8 32 27 509 631 692 A 20.0 12 6 5.3 23.4 33 27 546 677 743 21.0 12 6 5.1 23.1 33 28 539 669 734 Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design or 130 Exposure B Middle End Overturning Moment Design 130 Exposure B Middle End Overturning Moment C B B END FOOTING Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) END FOOTING 20.0 6 3 10.6 24.0 30 25 353 437 479 21.0 6 3 10.2 24.0 30 25 353 437 479 20.0 8 4 8.0 24.0 33 28 470 583 639 21.0 8 4 7.7 24.0 33 28 470 583 639 INSTRUCTIONS FOR USING THESE TABLES 20.0 9 4.5 7.1 24.0 34 29 529 656 719 21.0 9 4.5 6.8 24.0 34 29 529 656 719 1. These instructions are for a SINGLE SPAN ATTACHED LouveRoof cover WITH AT 20.0 10 5 6.4 23.9 35 30 588 729 799 21.0 10 5 6.1 23.6 35 30 588 729 799 LEAST 3 POSTS. 20.0 11 5.5 5.8 23.2 36 30 646 801 879 21.0 11 5.5 5.6 22.9 36 30 646 801 879 2. Determine wind and snow loads for structure site area. For zero snow load areas use 20.0 12 6 5.3 22.5 37 31 705 874 959 21.0 12 6 5.1 22.3 37 31 705 874 959 10 psf for patio covers and 20 psf for carports or commercial structures. Table B2c Table B4c 3 Choose "A". "A" will be limited by maximum louver span. 4 Determine maximum "B" from tables on this page USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 5 The maximum "C" is 24'' Post Height 8 ft 10 ft Table B5 6 Choose Post Height B (ft) B (ft) 7 Determine Uplift Footing Size. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 8 Determine Overturning Moment by cross indexing "A" and Post Height (ft) OVERTURNING MOMENT (LBF*FT) 9 Choose Lateral Force Resisting System 6 252 252 252 252 252 252 257 280 312 312 312 312 312 312 318 347 115 Exposure B a. Moment Frame: Details M1-M6 8 336 336 336 336 336 336 342 373 416 416 416 416 416 416 424 463 115 Exposure B These details are allowed if the moment value shown in the detail is higher 9 378 378 378 378 378 378 385 420 468 468 468 468 468 468 477 521 115 Exposure B than the Overturning Moment. 10 420 420 420 420 420 420 428 467 520 520 520 520 520 520 530 579 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 11 462 462 462 462 462 462 471 513 572 572 572 572 572 572 583 636 115 Exposure B Cx18 (welded steel base plate) 12 504 504 504 504 504 504 513 560 624 624 624 624 624 624 636 694 115 Exposure B i Determine "Overturning Moment" from tables on this page ii Detail Cx18 may only be used if Overturning Moment is below limit Post Height 8 ft 10 ft Table B6 specified in Detail Cx18. B (ft) B (ft) iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 required footing size from #7 (Uplift Footing Size) and Overturning (ft) OVERTURNING MOMENT (LBF*FT) Moment to determine allowable footing sizes. 6 353 353 353 353 353 353 353 353 437 437 437 437 437 437 437 437 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index 8 470 470 470 470 470 470 470 470 583 583 583 583 583 583 583 583 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 9 529 529 529 529 529 529 529 529 656 656 656 656 656 656 656 656 115 Exposure C Moment to determine allowable footing sizes. 10 588 588 588 588 588 588 588 588 729 729 729 729 729 729 729 729 115 Exposure C 10 Fasten to wall as per Detail Cx6 11 646 646 646 646 646 646 646 646 801 801 801 801 801 801 801 801 115 Exposure C 12 705 705 705 705 705 705 705 705 874 874 874 874 874 874 874 874 115 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS SLAB 1 Follow Instructions #1-3 above. B (ft) Table B7 LouveRoof, LLC Carl Putnam, PE SLAB 2 Maximum post spacing is "B (on slab)" max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place SLAB 3 Follow Instructions #5-8 above. (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 SLAB 4 Follow #9a above, embedding into concrete is not an option. 6 20 21 22 23 24 25 26 26 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net SLAB 5Fasten to wall as per Detail Cx6 8 22 23 24 25 26 27 28 29 115 Exposure B (317) 770-0205 9 23 24 25 26 27 28 29 30 115 Exposure B info@seehomeimp.com For Structures using a "B" less than the maximum allowed 10 23 25 26 27 28 29 30 31 115 Exposure B 1 Follow instructions #1-3 above 11 24 26 27 28 29 30 31 32 115 Exposure B 2 Choose a "B" less than the maximum allowed 12 25 26 28 29 30 31 32 33 115 Exposure B 3 The maximum "C" is 24'' 4 Choose Post Height B (ft) Table B8 5 Determine Overturning Moment by cross indexing "A" and "B" max A 10 12 14 16 18 20 22 24 with the correct height from Table B5 or Table B6 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 Determine Uplift Footing from Table B7 or Table B8 6 22 23 24 26 27 28 28 29 115 Exposure C 7 Follow Instructions #9-10 above 8 24 26 27 28 29 30 31 32 115 Exposure C 9 25 27 28 29 30 32 33 34 115 Exposure C 10 26 28 29 30 32 33 34 35 115 Exposure C 11 27 28 30 31 33 34 35 36 115 Exposure C 12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 32 of 42 SEPT 02 2021 11/29/21 Cc. Tables for Attached Structures with Multi Span Louvers and Single Span Headers max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table C1c Ground Snow Load 25 psf Table C3c Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) ATTACHED STRUCTURE Roof 115 Exposure B Required Required Cube Footing 8 10 11 Roof 115 Exposure B Required Required Cube Footing 8 10 11 Design # of Return # of Wall End Overturning Moment Design # of Return # of Wall End Overturning Moment Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) 20.0 6 6 1 3 23.4 26 504 624 685 21.0 6 6 1 3 23.1 26 504 624 685 20.0 8 8 2 3 21.2 28 671 833 913 21.0 8 8 2 4 21.0 28 671 833 913 20.0 9 9 2 4 20.4 29 755 937 1027 21.0 9 9 2 4 20.2 29 755 937 1027 20.0 10 10 3 4 19.7 29 839 1041 1142 21.0 10 10 3 4 19.5 29 839 1041 1142 20.0 11 11 4 4 19.1 30 923 1145 1256 21.0 11 11 4 4 18.9 30 923 1145 1256 A 20.0 12 12 4 4 18.6 31 1007 1249 1370 21.0 12 12 5 5 18.4 30 1007 1249 1370 Post at mid span Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) B This header requires 1 beam 'c' < OR use number of Roof 115 Exposure C Required Required Cube Footing 8 10 11 Roof 115 Exposure C Required Required Cube Footing 8 10 11 Return Beams. Design or 130 Exposure B # of Return # of Wall End Overturning Moment Design or 130 Exposure B # of Return # of Wall End Overturning Moment Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B d (in) (lbf *ft) 20.0 6 6 1 3 22.5 29 705 874 959 21.0 6 6 1 3 22.3 29 705 874 959 20.0 8 8 2 3 20.5 31 940 1166 1278 21.0 8 8 2 3 20.3 31 940 1166 1278 A 20.0 9 9 2 4 19.6 32 1058 1311 1438 21.0 9 9 2 4 19.5 32 1058 1311 1438 20.0 10 10 3 4 19.0 33 1175 1457 1598 21.0 10 10 3 4 18.8 33 1175 1457 1598 20.0 11 11 4 4 18.4 34 1293 1603 1758 21.0 11 11 3 4 18.2 33 1293 1603 1758 20.0 12 12 4 4 17.8 34 1410 1749 1918 21.0 12 12 4 4 17.7 34 1410 1749 1918 Table C2c Table C4c END FOOTING END FOOTING C USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) INSTRUCTIONS FOR USING THESE TABLES Post Height 8 ft 10 ft Table C5 1. These instructions are for a MULTI SPAN ATTACHED LouveRoof cover and SINGLE SPAN HEADERS B (ft) B (ft) 2. Determine wind and snow loads for structure site area. For zero snow load areas use 10 psf max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 for patio covers and 20 psf for carports or commercial structures. (ft) OVERTURNING MOMENT (LBF*FT) 3 Choose "A". "A" will be limited by maximum louver span. 6 504 504 504 504 504 504 504 504 624 624 624 624 624 624 624 624 115 Exposure B 4 Determine maximum "B" from tables on this page 8 671 671 671 671 671 671 671 671 833 833 833 833 833 833 833 833 115 Exposure B 5 The maximum "C" is 24'' 9 755 755 755 755 755 755 755 755 937 937 937 937 937 937 937 937 115 Exposure B 6 Choose Post Height 10 839 839 839 839 839 839 839 839 1041 1041 1041 1041 1041 1041 1041 1041 115 Exposure B 7 Determine Uplift Footing Size. 11 923 923 923 923 923 923 923 923 1145 1145 1145 1145 1145 1145 1145 1145 115 Exposure B 8 Determine Overturning Moment by cross indexing "A" and Post Height 12 1007 1007 1007 1007 1007 1007 1007 1007 1249 1249 1249 1249 1249 1249 1249 1249 115 Exposure B 9 Choose Lateral Force Resisting System a. Moment Frame: Details M1-M6 Post Height 8 ft 10 ft Table C6 These details are allowed if the moment value shown in the detail is higher B (ft) B (ft) than the Overturning Moment. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or (ft) OVERTURNING MOMENT (LBF*FT) Cx18 (welded steel base plate) 6 705 705 705 705 705 705 705 705 874 874 874 874 874 874 874 874 115 Exposure C i Determine "Overturning Moment" from tables on this page 8 940 940 940 940 940 940 940 940 1166 1166 1166 1166 1166 1166 1166 1166 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 9 1058 1058 1058 1058 1058 1058 1058 1058 1311 1311 1311 1311 1311 1311 1311 1311 115 Exposure C specified in Detail Cx18. 10 1175 1175 1175 1175 1175 1175 1175 1175 1457 1457 1457 1457 1457 1457 1457 1457 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 11 1293 1293 1293 1293 1293 1293 1293 1293 1603 1603 1603 1603 1603 1603 1603 1603 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning 12 1410 1410 1410 1410 1410 1410 1410 1410 1749 1749 1749 1749 1749 1749 1749 1749 115 Exposure C Moment to determine allowable footing sizes. iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index B (ft) Table C7 LouveRoof, LLC Carl Putnam, PE the required footing size from #7 (Uplift Footing Size) and Overturning max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place Moment to determine allowable footing sizes. (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 10 Use mid span post with footing OR go to Instruction #11 6 20 21 22 23 24 25 26 26 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 11 If there is no mid span post, use Required # of Return Beams AND Required # of Wall Fasteners 8 22 23 24 25 26 27 28 29 115 Exposure B (317) 770-0205 and see Detail Cx9 for additional connection requirements 9 23 24 25 26 27 28 29 30 115 Exposure B info@seehomeimp.com 12 Fasten to wall as per Detail Cx6 10 23 25 26 27 28 29 30 31 115 Exposure B 11 24 26 27 28 29 30 31 32 115 Exposure B For Structures using a "B" less than the maximum allowed 12 25 26 28 29 30 31 32 33 115 Exposure B 1 Follow instructions #1-3 above 2 Choose a "B" less than the maximum allowed B (ft) Table C8 3 The maximum "C" is 24'' max A 10 12 14 16 18 20 22 24 4 Choose Post Height (ft) UPLIFT ONLY CUBE FOOTING d (IN) 5 Determine Overturning Moment by cross indexing "A" and "B" 6 22 23 24 26 27 28 28 29 115 Exposure C with the correct height from Table C5 or Table C6 8 24 26 27 28 29 30 31 32 115 Exposure C 6 Determine Uplift Footing from Table C7 or Table C8 9 25 27 28 29 30 32 33 34 115 Exposure C 7 Follow Instruction #9-12 above 10 26 28 29 30 32 33 34 35 115 Exposure C 11 27 28 30 31 33 34 35 36 115 Exposure C 12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 33 of 42 SEPT 02 2021 11/29/21 Dc. Tables for Freestanding Structures with Single Span Louvers with 4 posts max Ss= 25% Seismic Design Category B Ground Snow Load 20 psf Table D1c Ground Snow Load 25 psf Table D3c Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 C Design End Overturning Moment Design End Overturning Moment END FOOTING B END FOOTING Load (psf) A trib B d (in) (lbf *ft) Load (psf) A trib B d (in) (lbf *ft) 20.0 6 3 24.0 19 957 1187 1301 21.0 6 3 24.0 19 957 1187 1301 20.0 8 4 24.0 20 957 1187 1301 21.0 8 4 24.0 20 957 1187 1301 20.0 9 4.5 24.0 21 957 1187 1301 21.0 9 4.5 24.0 21 957 1187 1301 20.0 10 5 24.0 22 957 1187 1301 21.0 10 5 24.0 22 957 1187 1301 20.0 11 5.5 23.9 23 955 1184 1299 21.0 11 5.5 23.7 23 947 1174 1288 20.0 12 6 23.3 23 932 1155 1267 21.0 12 6 23.0 23 922 1143 1254 A Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C 8 10 11 Design or 130 Exposure B End Overturning Moment Design or 130 Exposure B End Overturning Moment Load (psf) A trib B d (in) (lbf *ft) Load (psf) A trib B d (in) (lbf *ft) 20.0 6 3 24.0 22 1427 1769 1941 21.0 6 3 24.0 22 1427 1769 1941 20.0 8 4 24.0 24 1427 1769 1941 21.0 8 4 24.0 24 1427 1769 1941 20.0 9 4.5 24.0 25 1427 1769 1941 21.0 9 4.5 24.0 25 1427 1769 1941 20.0 10 5 23.5 26 1401 1737 1905 21.0 10 5 23.3 26 1389 1723 1890 END FOOTING B END FOOTING 20.0 11 5.5 22.8 26 1365 1693 1856 21.0 11 5.5 22.5 26 1352 1677 1839 20.0 12 6 22.1 27 1332 1652 1812 21.0 12 6 21.9 27 1322 1639 1797 INSTRUCTIONS FOR USING THESE TABLES Table D2c Table D4c 1. These instructions are for a SINGLE SPAN FREESTANDING LouveRoof cover WITH ONLY FOUR POSTS. USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 2. Determine wind and snow loads for structure site area. For zero snow load areas use Post Height 8 ft 10 ft Table D5 10 psf for patio covers and 20 psf for carports or commercial structures. B (ft) B (ft) 3 Choose "A". "A" will be limited by maximum louver span. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 4 Determine maximum "B" from tables on this page (ft) OVERTURNING MOMENT (LBF*FT) 5 The maximum "C" is 24'' 6 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 6 Choose Post Height 8 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 7 Determine Uplift Footing Size. 9 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 8 Determine Overturning Moment by cross indexing "A" and Post Height 10 478 547 615 683 752 820 889 957 593 678 763 848 932 1017 1102 1187 115 Exposure B 9 Lateral Force Resisting System is Detail Cx14 or Cx18 11 478 547 615 684 770 855 941 1027 593 678 763 849 955 1061 1167 1273 115 Exposure B a. Moment Frame Details M1-M6 are not allowed 12 478 560 653 747 840 933 1027 1120 593 694 810 926 1041 1157 1273 1389 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or Cx18 (welded steel base plate) Post Height 8 ft 10 ft Table D6 i Determine "Overturning Moment" from tables on this page B (ft) B (ft) ii Detail Cx18 may only be used if Overturning Moment is below limit max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 specified in Detail Cx18. (ft) OVERTURNING MOMENT (LBF*FT) iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 6 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning 8 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C Moment to determine allowable footing sizes. 9 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index 10 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 11 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C Moment to determine allowable footing sizes. 12 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C For Structures using a "B" less than the maximum allowed B (ft) Table D7 LouveRoof, LLC Carl Putnam, PE 1 Follow instructions #1-3 above max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place 2 Choose a "B" less than the maximum allowed (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 3 The maximum ''C'' is 24'' I24'' 6 15 15 16 17 17 18 18 19 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 4 Choose Post Height 8 16 17 18 18 19 19 20 20 115 Exposure B (317) 770-0205 5 Determine Overturning Moment by cross indexing "A" and "B" 9 17 18 18 19 20 20 21 21 115 Exposure B info@seehomeimp.com with the correct height from Table D5 or Table D6 10 17 18 19 20 20 21 21 22 115 Exposure B 6 Determine Uplift Footing from Table D7 or Table D8 11 18 19 20 20 21 22 22 23 115 Exposure B 7 Follow Instruction #9 above 12 19 19 20 21 22 22 23 23 115 Exposure B B (ft) Table D8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 17 17 18 19 19 20 20 21 115 Exposure C 8 18 19 20 21 21 22 23 23 115 Exposure C 9 19 20 21 21 22 23 23 24 115 Exposure C 10 20 21 21 22 23 24 24 25 115 Exposure C 11 20 21 22 23 24 24 25 26 115 Exposure C 12 21 22 23 24 24 25 26 26 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 34 of 42 SEPT 02 202111/29/21 Ec. Tables for Freestanding Structures with Single Span Louvers with at least 6 posts max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table E1c Ground Snow Load 25 psf Table E3c Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Roof 115 Exposure B Cube Footing 8 10 11 Roof 115 Exposure B 8 10 11 Design Middle End Overturning Moment Design Middle End Overturning Moment Load (psf) A trib B d (in) d (in) (lbf *ft) Load (psf) A trib B d (in) d (in) (lbf *ft) MIDDLE FOOTING 20.0 6 3 24.0 22 19 1640 2034 2231 21.0 6 3 24.0 22 19 1640 2034 2231 20.0 8 4 24.0 24 20 1640 2034 2231 21.0 8 4 24.0 24 20 1640 2034 2231 20.0 9 4.5 24.0 25 21 1640 2034 2231 21.0 9 4.5 24.0 25 21 1640 2034 2231 20.0 10 5 24.0 26 22 1640 2034 2231 21.0 10 5 24.0 26 22 1640 2034 2231 20.0 11 5.5 23.9 27 23 1637 2030 2226 21.0 11 5.5 23.7 27 23 1621 2010 2204 A 20.0 12 6 23.3 28 23 1590 1972 2163 21.0 12 6 23.0 28 23 1571 1948 2137 Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Roof 115 Exposure C 8 10 11 Roof 115 Exposure C 8 10 11 MIDDLE FOOTING Design or 130 Exposure B Middle End Overturning Moment Design or 130 Exposure B Middle End Overturning Moment C B B END FOOTING Load (psf) A trib B d (in) d (in) (lbf *ft) Load (psf) A trib B d (in) d (in) (lbf *ft) END FOOTING 20.0 6 3 24.0 26 22 2446 3033 3327 21.0 6 3 24.0 26 22 2446 3033 3327 20.0 8 4 24.0 29 24 2446 3033 3327 21.0 8 4 24.0 29 24 2446 3033 3327 INSTRUCTIONS FOR USING THESE TABLES 20.0 9 4.5 24.0 30 25 2446 3033 3327 21.0 9 4.5 24.0 30 25 2446 3033 3327 1. These instructions are for a SINGLE SPAN FREESTANDING LouveRoof cover 20.0 10 5 23.5 31 26 2394 2968 3255 21.0 10 5 23.3 31 26 2371 2940 3225 WITH AT LEAST 6 POSTS. 20.0 11 5.5 22.8 31 26 2322 2880 3158 21.0 11 5.5 22.5 31 26 2297 2848 3124 2. Determine wind and snow loads for structure site area. For zero snow load areas 20.0 12 6 22.1 32 27 2256 2798 3069 21.0 12 6 21.9 32 27 2236 2772 3040 use 10 psf for patio covers and 20 psf for carports or commercial structures. Table E2c Table E4c 3 Choose "A". "A" will be limited by maximum louver span. 4 Determine maximum "B" from tables on this page USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) 5 The maximum "C" is 24'' Post Height 8 ft 10 ft Table E5 6 Choose Post Height B (ft) B (ft) 7 Determine Uplift Footing Size. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 8 Determine Overturning Moment by cross indexing "A" and Post Height (ft) OVERTURNING MOMENT (LBF*FT) 9 Lateral Force Resisting System is Detail Cx14 or Cx18 6 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B a. Moment Frame Details M1-M6 are not allowed 8 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B Cx18 (welded steel base plate) 10 683 820 957 1094 1230 1367 1504 1640 848 1017 1187 1356 1526 1695 1865 2034 115 Exposure B i Determine "Overturning Moment" from tables on this page 11 752 820 957 1094 1230 1367 1504 1640 932 1017 1187 1356 1526 1695 1865 2034 115 Exposure B ii Detail Cx18 may only be used if Overturning Moment is below limit 12 820 820 957 1094 1230 1367 1504 1640 1017 1017 1187 1356 1526 1695 1865 2034 115 Exposure B specified in Detail Cx18. iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the Post Height 8 ft 10 ft Table E6 required footing size from #7 (Uplift Footing Size) and Overturning B (ft) B (ft) Moment to determine allowable footing sizes. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index (ft) OVERTURNING MOMENT (LBF*FT) the required footing size from #7 (Uplift Footing Size) and Overturning 6 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C Moment to determine allowable footing sizes. 8 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 9 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C For Structures using a "B" less than the maximum allowed 10 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 1 Follow instructions #1-3 ab24'' 11 1121 1223 1427 1631 1835 2038 2242 2446 1390 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 2 Choose a "B" less than the maximum allowed 12 1223 1223 1427 1631 1835 2038 2242 2446 1517 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 3 The maximum "C" is 4 Choose Post Height B (ft) Table E7 LouveRoof, LLC Carl Putnam, PE 5 Determine Overturning Moment by cross indexing "A" and "B" max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place with the correct height from Table E5 or Table E6 (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 6 Determine Uplift Footing from Table E7 or Table E8 6 17 18 19 19 20 21 22 22 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 7 Follow Instruction #9 above 8 18 19 20 21 22 23 24 24 115 Exposure B (317) 770-0205 9 19 20 21 22 23 24 25 25 115 Exposure B info@seehomeimp.com 10 20 21 22 23 24 25 26 26 115 Exposure B 11 20 22 23 24 25 26 26 27 115 Exposure B 12 21 22 23 24 25 26 27 28 115 Exposure B B (ft) Table E8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 19 20 21 22 23 24 24 25 115 Exposure C 8 21 22 23 24 25 26 27 28 115 Exposure C 9 21 23 24 25 26 27 28 29 115 Exposure C 10 22 24 25 26 27 28 29 30 115 Exposure C 11 23 24 26 27 28 29 30 31 115 Exposure C 12 24 25 26 28 29 30 31 32 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 35 of 42 SEPT 02 2021 11/29/21 Fc. Tables for Freestanding Structures with Multi Span Louvers and Single Span Headers max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table F1c Ground Snow Load 25 psf Table F3c Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) END FOOTING END FOOTING Roof 115 Exposure B Required Cube Footing 8 10 11 Roof 115 Exposure B Required Cube Footing 8 10 11 Design # of Return Exterior Overturning Moment Design # of Return Exterior Overturning Moment Load (psf) A trib Beams B d (in) (lbf *ft) Load (psf) A trib Beams B d (in) (lbf *ft) 20.0 6 6 1 22.2 23 758 940 1031 21.0 6 6 1 22.0 23 751 932 1022 20.0 8 8 2 20.1 24 688 853 936 21.0 8 8 2 20.0 24 682 846 928 20.0 9 9 2 19.4 25 661 820 899 21.0 9 9 2 19.2 25 656 814 893 20.0 10 10 3 18.7 26 683 848 930 21.0 10 10 3 18.5 26 683 848 930 A 20.0 11 11 3 18.1 26 752 932 1022 21.0 11 11 4 17.9 26 752 932 1022 20.0 12 12 4 17.6 27 820 1017 1115 21.0 12 12 4 17.4 27 820 1017 1115 Post at mid span OR Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) B This header requires 1 beam 'c' < use required number Roof 115 Exposure C Required Cube Footing 8 10 11 Roof 115 Exposure C Required Cube Footing 8 10 11 of Return Beams Design or 130 Exposure B # of Return Exterior Overturning Moment Design or 130 Exposure B # of Return Exterior Overturning Moment Load (psf) A trib Beams B d (in) (lbf *ft) Load (psf) A trib Beams B d (in) (lbf *ft) 20.0 6 6 1 21.2 27 1081 1340 1470 21.0 6 6 1 21.1 26 1073 1331 1460 A 20.0 8 8 2 19.3 28 981 1217 1334 21.0 8 8 2 19.1 28 974 1207 1324 20.0 9 9 2 18.6 29 945 1172 1286 21.0 9 9 2 18.4 29 935 1160 1272 20.0 10 10 3 17.9 30 1019 1264 1386 21.0 10 10 3 17.8 30 1019 1264 1386 20.0 11 11 3 17.3 31 1121 1390 1525 21.0 11 11 3 17.2 31 1121 1390 1525 20.0 12 12 4 16.9 31 1223 1517 1663 21.0 12 12 4 16.7 31 1223 1517 1663 Table F2c Table F4c C END FOOTING END FOOTING C USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) Post Height 8 ft 10 ft Table F5 INSTRUCTIONS FOR USING THESE TABLES B (ft) B (ft) 1. These instructions are for a MULTI SPAN FREESTANDING LouveRoof cover max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 and Single Span Headers (ft) OVERTURNING MOMENT (LBF*FT) 2. Determine wind and snow loads for structure site area. For zero snow load areas use 24.6 6 410 410 478 547 615 683 752 820 509 509 593 678 763 848 932 1017 115 Exposure B 10 psf for patio covers and 20 psf for carports or commercial structures. 24.6 8 547 547 547 547 615 683 752 820 678 678 678 678 763 848 932 1017 115 Exposure B 3. Choose "A". "A" will be limited by maximum louver span. 24.6 9 615 615 615 615 615 683 752 820 763 763 763 763 763 848 932 1017 115 Exposure B 4. Determine maximum "B" from tables on this page 24.6 10 683 683 683 683 683 683 752 820 848 848 848 848 848 848 932 1017 115 Exposure B 5. The maximum "C" is 24'' 24.6 11 752 752 752 752 752 752 752 820 932 932 932 932 932 932 932 1017 115 Exposure B 6. Choose Post Height 24.6 12 820 820 820 820 820 820 820 820 1017 1017 1017 1017 1017 1017 1017 1017 115 Exposure B 7. Determine Uplift Footing Size. 8. Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8 ft 10 ft Table F6 9. Lateral Force Resisting System is Detail Cx14 or Cx18 B (ft) B (ft) a. Moment Frame Details M1-M6 are not allowed max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or (ft) OVERTURNING MOMENT (LBF*FT) Cx18 (welded steel base plate) 36.7 6 612 612 713 815 917 1019 1121 1223 758 758 885 1011 1137 1264 1390 1517 115 Exposure C i Determine "Overturning Moment" from tables on this page 36.7 8 815 815 815 815 917 1019 1121 1223 1011 1011 1011 1011 1137 1264 1390 1517 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 36.7 9 917 917 917 917 917 1019 1121 1223 1137 1137 1137 1137 1137 1264 1390 1517 115 Exposure C specified in Detail Cx18. 36.7 10 1019 1019 1019 1019 1019 1019 1121 1223 1264 1264 1264 1264 1264 1264 1390 1517 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 36.7 11 1121 1121 1121 1121 1121 1121 1121 1223 1390 1390 1390 1390 1390 1390 1390 1517 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning 36.7 12 1223 1223 1223 1223 1223 1223 1223 1223 1517 1517 1517 1517 1517 1517 1517 1517 115 Exposure C Moment to determine allowable footing sizes. iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index B (ft) Table F7 LouveRoof, LLC Carl Putnam, PE the required footing size from #7 (Uplift Footing Size) and Overturning max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place Moment to determine allowable footing sizes. (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 6 18 19 20 21 22 23 23 24 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net For Structures using a "B" less than the maximum allowed 8 20 21 22 23 24 25 26 26 115 Exposure B (317) 770-0205 1 Follow instructions #1-3 above 9 21 22 23 24 25 26 27 28 115 Exposure B info@seehomeimp.com 2 Choose a "B" less than the maximum allowed 10 21 23 24 25 26 27 28 28 115 Exposure B 3 The maximum "C" is 24'' 11 22 23 25 26 27 28 29 29 115 Exposure B 4 Choose Post Height 12 23 24 25 26 28 28 29 30 115 Exposure B 5 Determine Overturning Moment by cross indexing "A" and "B" with the correct height from Table F5 or Table F6 B (ft) Table F8 6 Determine Uplift Footing from Table F7 or Table F8 max A 10 12 14 16 18 20 22 24 7 Follow Instruction #9 above (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 21 22 23 24 25 26 27 27 115 Exposure C 8 23 24 25 26 27 28 29 30 115 Exposure C 9 23 25 26 27 29 30 31 31 115 Exposure C 10 24 26 27 28 30 31 32 33 115 Exposure C 11 25 27 28 29 31 32 33 34 115 Exposure C 12 26 27 29 30 31 33 34 35 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 36 of 42 SEPT 02 202111/29/21 Gc. Tables for Attached Structures with Louvers Parallel w/ Building Wall max Ss= 25% Seismic Design Category B Ground Snow Load 20 psf Table G1c Ground Snow Load 25 psf Table G3c Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) ATTACHED STRUCTURE Roof 115 Exposure B Required Cube Footing 8 10 11 Roof 115 Exposure B Required 8 10 11 Design Max B (ft) # of Wall Max Middle End Overturning Moment Design Max B (ft) # of Wall Max Middle End Overturning Moment Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 10.6 3 22.2 27 22 1174 1456 1597 21.0 6 6 10.2 3 22.0 27 22 1165 1445 1584 beam 'c' 20.0 8 8 8.0 3 20.2 29 23 1084 1344 1474 21.0 8 8 7.7 3 20.1 29 23 1076 1335 1464 20.0 9 9 7.1 4 19.5 30 24 1049 1301 1427 21.0 9 9 6.8 4 19.3 30 24 1041 1290 1415 20.0 10 10 6.4 4 18.8 31 24 1020 1265 1388 21.0 10 10 6.1 4 18.6 31 24 1011 1254 1375 B 20.0 11 11 5.8 4 18.2 32 25 994 1232 1352 21.0 11 11 5.6 4 18.0 31 25 986 1222 1340 20.0 12 12 5.3 4 17.7 32 26 970 1203 1319 21.0 12 12 5.1 4 17.5 32 25 963 1194 1310 Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) non structural beam MIDDLE FOOTING Roof 115 Exposure C Required 8 10 11 Roof 115 Exposure C Required 8 10 11 END FOOTING A A END FOOTING Design or 130 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment Design or 130 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment C Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib (on slab) Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 10.6 3 21.5 31 24 1571 1948 2136 21.0 6 6 10.2 3 21.4 31 24 1561 1935 2123 20.0 8 8 8.0 3 19.5 31 24 1449 1797 1971 21.0 8 8 7.7 3 19.4 33 26 1440 1786 1958 20.0 9 9 7.1 3 18.8 32 25 1403 1740 1908 21.0 9 9 6.8 4 18.7 34 27 1394 1728 1896 20.0 10 10 6.4 4 18.2 32 26 1364 1691 1855 21.0 10 10 6.1 4 18.0 35 27 1355 1681 1843 20.0 11 11 5.8 4 17.6 33 26 1329 1648 1808 21.0 11 11 5.6 4 17.4 35 28 1320 1637 1795 20.0 12 12 5.3 4 17.1 34 27 1299 1610 1766 21.0 12 12 5.1 4 16.9 36 29 1289 1598 1753 Table G2c Table G4c USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) INSTRUCTIONS FOR USING THESE TABLES Post Height 8 ft 10 ft Table G5 1. These instructions are for an Attached LouveRoof Cover with B (ft) B (ft) WITH LOUVERS PARALLEL TO EXISTING WALL max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 2. Determine wind and snow loads for structure site area. For zero snow load areas use (ft) OVERTURNING MOMENT (LBF*FT) 10 psf for patio covers and 20 psf for carports or commercial structures. 6 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 3. Choose "A". "A" will be limited by maximum louver span. 8 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 4. Determine maximum "B" from tables on this page 9 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 5. The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 10 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B the Max ''C'' is 0'' 11 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 6. Choose Post Height 12 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 7. Determine Uplift Footing Size. 8. Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8 ft 10 ft Table G6 9. Choose Lateral Force Resisting System B (ft) B (ft) a. Moment Frame: Details M1-M6 max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 These details are allowed if the moment value shown in the detail is higher (ft) OVERTURNING MOMENT (LBF*FT) than the Overturning Moment. 6 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 8 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C Cx18 (welded steel base plate) 9 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C i Determine "Overturning Moment" from tables on this page 10 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 11 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C specified in Detail Cx18. 12 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the required footing size from #7 (Uplift Footing Size) and Overturning B (ft) Table G7 LouveRoof, LLC Carl Putnam, PE Moment to determine allowable footing sizes. max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 the required footing size from #7 (Uplift Footing Size) and Overturning 6 20 21 22 23 24 25 26 26 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net Moment to determine allowable footing sizes. 8 22 23 24 25 26 27 28 29 115 Exposure B (317) 770-0205 10. Fasten to wall at every header per Detail Cx9 and Required Number of Wall Fasteners 9 23 24 25 26 27 28 29 30 115 Exposure B info@seehomeimp.com per these tables 10 23 25 26 27 28 29 30 31 115 Exposure B 11 24 26 27 28 29 30 31 32 115 Exposure B FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 12 25 26 28 29 30 31 32 33 115 Exposure B SLAB 1 Follow Instructions #1-3 above. SLAB 2 Maximum post spacing is "B (on slab)" B (ft) Table G8 SLAB 3 The maximum ''C'' is 0" max A 10 12 14 16 18 20 22 24 SLAB 4 Follow Instructions #6 and #8 above, skip #7. (ft) UPLIFT ONLY CUBE FOOTING d (IN) SLAB 5 Follow #9 above, embedding into concrete is not an option. 6 22 24 25 26 27 28 29 30 115 Exposure C SLAB 6 Fasten to wall at every header per Detail Cx9, Slab attach requires 3 wall fasteners 8 25 26 28 29 30 31 32 33 115 Exposure C 9 26 27 29 30 31 32 33 34 115 Exposure C For Structures using a "B" less than the maximum allowed 10 27 28 30 31 32 33 35 36 115 Exposure C 1 Follow instructions #1-3 above 11 27 29 31 32 33 35 36 37 115 Exposure C 2 Choose a "B" less than the maximum allowed 12 28 30 32 33 34 36 37 38 115 Exposure C 3 The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 4 Choose Post Height 5 Determine Overturning Moment by cross indexing "A" and "B" with the correct height from Table G5 or Table G6 6 Determine Uplift Footing from Table G7 or Table G8 7 Follow Instructions #9-10 above Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 37 of 42 SEPT 02 202111/29/21 Hc. Tables for Attached Structures with Louvers Parallel w/ Building Wall w/ Fewer Posts max Ss=25% Seismic Design Category B Ground Snow Load 20 psf Table H1c Ground Snow Load 25 psf Table H3c Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) ATTACHED STRUCTURE Roof 115 Exposure B Required Required Cube Footing 8 10 11 Roof 115 Exposure B Required Required 8 10 11 Design # of Return # of Wall Max Middle End Overturning Moment Design # of Return # of Wall Max Middle End Overturning Moment Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 1 3 22.2 32 26 934 1158 1270 21.0 6 6 1 3 22.0 32 26 925 1147 1258 beam 'c' 20.0 8 8 2 3 20.2 35 27 849 1052 1154 21.0 8 8 2 3 20.1 34 27 842 1044 1145 20.0 9 9 2 4 19.5 36 28 816 1012 1110 21.0 9 9 2 4 19.3 35 28 808 1002 1099 20.0 10 10 3 4 18.8 36 29 789 978 1073 21.0 10 10 3 4 18.6 36 29 781 968 1062 B 20.0 11 11 3 4 18.2 37 29 779 966 1059 21.0 11 11 4 4 18.0 37 29 771 956 1049 20.0 12 12 4 4 17.7 38 30 825 1023 1122 21.0 12 12 4 4 17.5 38 30 818 1014 1112 A A A A Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Beam 'c' Single 0.25"x4x8 Alum Header Detail S12 Post Height (ft) Return Beams Return Beams Roof 115 Exposure C Required Required 8 10 11 Roof 115 Exposure C Required Required 8 10 11 END FOOTING MIDDLE FOOTING END FOOTING Design or 130 Exposure B # of Return # of Wall Max Middle End Overturning Moment Design or 130 Exposure B # of Return # of Wall Max Middle End Overturning Moment Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) Load (psf) A trib Beams Fasteners B (ft) d (in) d (in) (lbf *ft) 20.0 6 6 1 3 21.5 36 29 1265 1568 1720 21.0 6 6 1 3 21.4 36 29 1255 1557 1707 20.0 8 8 2 3 19.5 39 31 1149 1424 1562 21.0 8 8 2 3 19.4 39 31 1140 1414 1550 20.0 9 9 2 3 18.8 40 32 1105 1370 1502 21.0 9 9 2 4 18.7 40 32 1096 1359 1490 20.0 10 10 3 4 18.2 41 32 1067 1323 1452 21.0 10 10 3 4 18.0 41 32 1059 1313 1440 20.0 11 11 3 4 17.6 42 33 1034 1282 1406 21.0 11 11 3 4 17.4 42 33 1025 1271 1394 20.0 12 12 4 4 17.1 43 34 1005 1246 1367 21.0 12 12 4 4 16.9 42 34 996 1235 1354 Table H2c Table H4c USE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) INSTRUCTIONS FOR USING THESE TABLES Post Height 8 ft 10 ft Table H5 1. These instructions are for an Attached LouveRoof Cover with B (ft) B (ft) WITH LOUVERS PARALLEL TO EXISTING WALL w/ Fewer Posts max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 2. Determine wind and snow loads for structure site area. For zero snow load areas use (ft) OVERTURNING MOMENT (LBF*FT) 10 psf for patio covers and 20 psf for carports or commercial structures. 6 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 3. Choose "A". "A" will be limited by maximum louver panel span. 8 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 4. Determine maximum "B" from tables on this page 9 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 5. The maximum ''C'' is 0'' 10 420 504 588 671 755 839 923 1007 520 624 729 833 937 1041 1145 1249 115 Exposure B 6. Choose Post Height 11 428 513 599 684 770 855 941 1027 530 636 743 849 955 1061 1167 1273 115 Exposure B 7. Determine Uplift Footing Size. 12 467 560 653 747 840 933 1027 1120 579 694 810 926 1041 1157 1273 1389 115 Exposure B 8. Determine Overturning Moment by cross indexing "A" and Post Height 9. Choose Lateral Force Resisting System Post Height 8 ft 10 ft Table H6 a. Moment Frame: Details M1-M6 B (ft) B (ft) These details are allowed if the moment value shown in the detail is higher max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 than the Overturning Moment. (ft) OVERTURNING MOMENT (LBF*FT) b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 6 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C Cx18 (welded steel base plate) 8 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C i Determine "Overturning Moment" from tables on this page 9 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 10 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C specified in Detail Cx18. 11 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C iii. For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the 12 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C required footing size from #7 (Uplift Footing Size) and Overturning Moment to determine allowable footing sizes. B (ft) Table H7 LouveRoof, LLC Carl Putnam, PE iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index max A 10 12 14 16 18 20 22 24 14560 Bergen Boulevard 3441 Ivylink Place the required footing size from #7 (Uplift Footing Size) and Overturning (ft) UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 Moment to determine allowable footing sizes. 6 25 26 28 29 30 31 32 33 115 Exposure B Noblesville, IN 46060 carlputnam@comcast.net 10. Fasten to wall at every header per Detail Cx9 and Required Number of Wall Fasteners 8 27 29 31 32 33 35 36 37 115 Exposure B (317) 770-0205 per these tables 9 28 30 32 33 35 36 37 38 115 Exposure B info@seehomeimp.com 11. Use number of 2x8 (Detail C2) Return Beams per tables on this page. Table Y3 gives 10 29 31 33 35 36 37 38 39 115 Exposure B an alternative number of 4x8's (Detail S12, i.e. five 2x8's = two 4x8's) 11 30 32 34 36 37 38 40 41 115 Exposure B 12 31 33 35 37 38 39 41 42 115 Exposure B STRUCTURE TYPE H IS NOT ALLOWED TO ATTACH TO A 3.5" CONCRETE SLAB B (ft) Table H8 For Structures using a "B" less than the maximum allowed max A 10 12 14 16 18 20 22 24 1 Follow instructions #1-3 above (ft) UPLIFT ONLY CUBE FOOTING d (IN) 2 Determine maximum "B" from tables on this page 6 28 30 32 33 34 36 37 38 115 Exposure C 3 Choose a "B" less than the maximum allowed 8 31 33 35 36 38 39 40 42 115 Exposure C 4 The maximum "C" is 0" 9 32 34 36 38 39 41 42 43 115 Exposure C 5 Determine Overturning Moment by cross indexing "A" and "B" 10 33 36 37 39 41 42 44 45 115 Exposure C with the correct height from Table H5 or Table H6 11 35 37 39 40 42 44 45 46 115 Exposure C 6 Determine Uplift Footing from Table H7 or Table H8 12 36 38 40 42 43 45 46 48 115 Exposure C 7 Follow Instructions #9-11 above Uplift Only Uplift Only Uplift Only Uplift Only LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 38 of 42 SEPT 02 202111/29/21 W. ATTACHMENT TO WALL #14 SCREW W/ 2.5'' EMBEDMENT or 1/4'' LedgerLok w/ 2.125'' embed in SG=0.5 WOOD (Doug Fir/So Yellow Pine) (DETAIL Cx6) TABLE W1 Live Load Ground Snow Loads 10 20 25 30 psf 35.7 psf 42 psf 50 psf 60 psf Roof Design+ Dead Load 13.5 psf 23.5 psf 24.5 psf 28.7 psf 33.5 psf 38.8 psf 45.5 psf 53.9 psf Wind Number of Fasteners per 24 in or less Wind Speed and Exposure Uplift 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 3 Load (psf) ALLOWABLE Louver Span (ft) 95 Exposure B 10.6 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 100 Exposure B 11.7 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 105 Exposure B 12.9 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 110 Exposure B 14.2 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 115 Exposure B 15.5 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 120 Exposure B 16.8 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 130 Exposure B 19.8 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 95 Exposure C 29.9 11 13 13 11 12 12 11 12 12 11 12 12 11 12 12 11 12 12 11 12 12 12 12 100 Exposure C 14.8 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 105 Exposure C 16.4 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 110 Exposure C 18.1 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 115 Exposure C 19.8 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 120 Exposure C 21.7 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 130 Exposure C 23.6 13 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 140 Exposure C 27.7 12 13 13 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 150 Exposure C 32.1 10 13 13 10 12 12 10 12 12 10 12 12 10 12 12 10 12 12 10 12 12 12 12 160 Exposure C 32.1 10 13 13 10 12 12 10 12 12 10 12 12 10 12 12 10 12 12 10 12 12 12 12 LouveRoof, LLC Carl Putnam, PE 14560 Bergen Boulevard 3441 Ivylink Place Suite 300 Lynchburg, VA 24503 Noblesville, IN 46060 carlputnam@comcast.net (317) 770-0205 info@seehomeimp.com LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 39 of 42 SEPT 02 2021 11/29/21 Xa. MOMENT RESISTING FOOTING SIZE for Constrained Footings Table X1 Uplift Overturning Moment (lbf*ft) CONSTRAINED CUBE FOOTING (in) d x d x d Footing (in) 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2250 2500 2750 3000 3250 3500 18 18 19 20 21 22 22 23 24 24 25 25 26 26 27 27 27 28 28 29 30 30 31 32 32 20 20 20 20 21 22 22 23 24 24 25 25 26 26 27 27 27 28 28 29 30 30 31 32 32 21 21 21 21 21 22 22 23 24 24 25 25 26 26 27 27 27 28 28 29 30 30 31 32 32 22 22 22 22 22 22 22 23 24 24 25 25 26 26 27 27 27 28 28 29 30 30 31 32 32 23 23 23 23 23 23 23 23 24 24 25 25 26 26 27 27 27 28 28 29 30 30 31 32 32 24 24 24 24 24 24 24 24 24 24 25 25 26 26 27 27 27 28 28 29 30 30 31 32 32 25 25 25 25 25 25 25 25 25 25 25 25 26 26 27 27 27 28 28 29 30 30 31 32 32 26 26 26 26 26 26 26 26 26 26 26 26 26 26 27 27 27 28 28 29 30 30 31 32 32 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 28 28 29 30 30 31 32 32 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 29 30 30 31 32 32 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 30 30 31 32 32 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 31 32 32 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 Table X2 Uplift Overturning Moment (lbf*ft) CONSTRAINED SMALLEST FOOTING WIDTH x WIDTH x DEPTH Footing (in) 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2250 2500 2750 3000 3250 3500 18 18x18x17 17x17x19 17x17x21 16x16x23 16x16x24 15x15x25 15x15x27 14x14x28 14x14x29 14x14x30 14x14x31 14x14x32 13x13x33 13x13x34 13x13x34 13x13x35 13x13x36 13x13x37 12x12x38 12x12x40 12x12x42 12x12x43 11x11x45 11x11x46 20 22x22x16 21x21x18 20x20x20 19x19x21 19x19x23 18x18x24 18x18x25 18x18x26 17x17x27 17x17x28 17x17x29 16x16x30 16x16x31 16x16x32 16x16x32 16x16x33 15x15x34 15x15x34 15x15x36 15x15x38 14x14x39 14x14x41 14x14x42 14x14x43 21 24x24x16 23x23x18 22x22x19 21x21x21 21x21x22 20x20x23 20x20x24 19x19x25 19x19x26 18x18x27 18x18x28 18x18x29 18x18x30 17x17x31 17x17x31 17x17x32 17x17x33 17x17x33 16x16x35 16x16x37 16x16x38 15x15x39 15x15x41 15x15x42 22 26x26x15 25x25x17 24x24x19 23x23x20 22x22x21 22x22x23 21x21x24 21x21x25 20x20x26 20x20x27 20x20x27 19x19x28 19x19x29 19x19x30 19x19x30 18x18x31 18x18x32 18x18x33 18x18x34 17x17x36 17x17x37 17x17x38 16x16x40 16x16x41 23 29x29x15 27x27x17 26x26x18 25x25x20 24x24x21 24x24x22 23x23x23 23x23x24 22x22x25 22x22x26 21x21x27 21x21x27 21x21x28 20x20x29 20x20x30 20x20x30 20x20x31 20x20x32 19x19x33 19x19x35 18x18x36 18x18x37 18x18x38 18x18x40 24 31x31x14 29x29x16 28x28x18 27x27x19 26x26x20 25x25x21 25x25x22 24x24x23 24x24x24 23x23x25 23x23x26 23x23x27 22x22x28 22x22x28 22x22x29 22x22x30 21x21x30 21x21x31 21x21x32 20x20x34 20x20x35 20x20x36 19x19x38 19x19x39 25 33x33x14 31x31x16 30x30x17 29x29x19 28x28x20 27x27x21 27x27x22 26x26x23 26x26x24 25x25x25 25x25x25 24x24x26 24x24x27 24x24x28 24x24x28 23x23x29 23x23x30 23x23x30 22x22x32 22x22x33 21x21x34 21x21x35 21x21x37 20x20x38 26 36x36x14 34x34x15 32x32x17 31x31x18 30x30x19 29x29x20 29x29x21 28x28x22 28x28x23 27x27x24 27x27x25 26x26x26 26x26x26 26x26x27 25x25x28 25x25x28 25x25x29 24x24x29 24x24x31 23x23x32 23x23x33 23x23x35 22x22x36 22x22x37 27 38x38x13 36x36x15 35x35x17 33x33x18 32x32x19 31x31x20 31x31x21 30x30x22 29x29x23 29x29x23 29x29x24 28x28x25 28x28x26 27x27x26 27x27x27 27x27x28 26x26x28 26x26x29 26x26x30 25x25x31 25x25x33 24x24x34 24x24x35 23x23x36 28 41x41x13 39x39x15 37x37x16 36x36x17 34x34x19 34x34x20 33x33x20 32x32x21 31x31x22 31x31x23 30x30x24 30x30x24 30x30x25 29x29x26 29x29x26 29x29x27 28x28x28 28x28x28 27x27x30 27x27x31 26x26x32 26x26x33 25x25x34 25x25x35 29 43x43x13 41x41x14 39x39x16 38x38x17 37x37x18 36x36x19 35x35x20 34x34x21 34x34x22 33x33x22 32x32x23 32x32x24 32x32x25 31x31x25 31x31x26 30x30x26 30x30x27 30x30x28 29x29x29 28x28x30 28x28x31 27x27x32 27x27x33 27x27x34 30 46x46x13 44x44x14 42x42x16 40x40x17 39x39x18 38x38x19 37x37x20 36x36x20 36x36x21 35x35x22 34x34x23 34x34x23 33x33x24 33x33x25 33x33x25 32x32x26 32x32x26 32x32x27 31x31x28 30x30x30 30x30x31 29x29x32 29x29x33 28x28x34 31 49x49x12 46x46x14 44x44x15 43x43x16 41x41x17 40x40x18 39x39x19 39x39x20 38x38x21 37x37x22 37x37x22 36x36x23 36x36x24 35x35x24 35x35x25 34x34x25 34x34x26 34x34x26 33x33x28 32x32x29 31x31x30 31x31x31 30x30x32 30x30x33 32 52x52x12 49x49x14 47x47x15 45x45x16 44x44x17 43x43x18 42x42x19 41x41x20 40x40x20 39x39x21 39x39x22 38x38x23 38x38x23 37x37x24 37x37x24 36x36x25 36x36x25 36x36x26 35x35x27 34x34x28 33x33x30 33x33x31 32x32x32 32x32x33 33 55x55x12 52x52x13 50x50x15 48x48x16 46x46x17 45x45x18 44x44x19 43x43x19 42x42x20 42x42x21 41x41x21 40x40x22 40x40x23 39x39x23 39x39x24 38x38x24 38x38x25 38x38x26 37x37x27 36x36x28 35x35x29 35x35x30 34x34x31 34x34x32 34 58x58x12 55x55x13 52x52x14 50x50x15 49x49x16 48x48x17 46x46x18 45x45x19 45x45x20 44x44x20 43x43x21 43x43x22 42x42x22 41x41x23 41x41x23 40x40x24 40x40x25 40x40x25 39x39x26 38x38x27 37x37x28 37x37x29 36x36x30 35x35x31 35 61x61x12 58x58x13 55x55x14 53x53x15 51x51x16 50x50x17 49x49x18 48x48x19 47x47x19 46x46x20 45x45x21 45x45x21 44x44x22 44x44x23 43x43x23 43x43x24 42x42x24 42x42x25 41x41x26 40x40x27 39x39x28 38x38x29 38x38x30 37x37x31 36 64x64x12 61x61x13 58x58x14 56x56x15 54x54x16 53x53x17 51x51x18 50x50x18 49x49x19 49x49x20 48x48x20 47x47x21 46x46x22 46x46x22 45x45x23 45x45x23 44x44x24 44x44x24 43x43x25 42x42x26 41x41x28 40x40x28 40x40x29 39x39x30 37 67x67x12 64x64x13 61x61x14 59x59x15 57x57x16 55x55x17 54x54x17 53x53x18 52x52x19 51x51x19 50x50x20 50x50x21 49x49x21 48x48x22 48x48x22 47x47x23 47x47x23 46x46x24 45x45x25 44x44x26 43x43x27 43x43x28 42x42x29 41x41x30 38 71x71x12 67x67x12 64x64x13 62x62x14 60x60x15 58x58x16 57x57x17 56x56x18 55x55x18 54x54x19 53x53x20 52x52x20 51x51x21 51x51x21 50x50x22 49x49x22 49x49x23 48x48x23 47x47x25 46x46x26 45x45x27 45x45x28 44x44x28 43x43x29 39 74x74x12 70x70x12 67x67x13 65x65x14 63x63x15 61x61x16 59x59x17 58x58x17 57x57x18 56x56x19 55x55x19 54x54x20 54x54x21 53x53x21 52x52x22 52x52x22 51x51x23 51x51x23 50x50x24 48x48x25 48x48x26 47x47x27 46x46x28 45x45x29 40 78x78x12 73x73x12 70x70x13 68x68x14 65x65x15 64x64x16 62x62x17 61x61x17 60x60x18 59x59x19 58x58x19 57x57x20 56x56x20 55x55x21 55x55x21 54x54x22 54x54x22 53x53x23 52x52x24 51x51x25 50x50x26 49x49x27 48x48x28 47x47x28 1 Footings with at least one dimension longer than 4x the shortest dimension should use rebar along the longest dimension LouveRoof, LLC Carl Putnam, PE 2 The mimimim depth of a footing is 12" 14560 Bergen Boulevard 3441 Ivylink Place 3 Footings in Tables X1 and X2 require Detail Cx14 and an attached 3.5" concrete slab. Footings WITHOUT a 3.5" concrete slab are non-constrained and must use Tables X3 or X4 Suite 300 Lynchburg, VA 24503 4 It is acceptable to use a larger uplift footing and/or a larger Overturning Moment to size the footing. Noblesville, IN 46060 carlputnam@comcast.net Example 1: Uplift footing = 40", Overturning Moment = 300 lbf*ft requires a large flat footing which may be too big for the site, increasing Overturning Moment gives a smaller footprint (317) 770-0205 Example 2: An 18" Uplift footing, Overturning Moment = 3500 lbf*ft requires a thin deep footing that is difficult to dig. Increasing Uplift Footing makes it easier. info@seehomeimp.com LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 40 of 42 SEPT 02 2021 11/29/21 Xb. MOMENT RESISTING FOOTING SIZE for Non Constrained Footings Table X3 Uplift Overturning Moment (lbf*ft) NON CONSTRAINED CUBE FOOTING SIZE Footing (in) 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2250 2500 2750 3000 3250 3500 18 21 22 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 20 21 22 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 21 21 22 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 22 22 22 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 23 23 23 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 24 24 24 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 25 25 25 25 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 26 26 26 26 26 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 27 27 27 27 27 27 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 28 28 28 28 28 28 28 28 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 29 29 29 29 29 29 29 29 29 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 38 30 30 30 30 30 30 30 30 30 30 30 30 31 31 32 32 33 33 33 34 35 36 37 38 38 31 31 31 31 31 31 31 31 31 31 31 31 31 31 32 32 33 33 33 34 35 36 37 38 38 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 33 33 33 34 35 36 37 38 38 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 34 35 36 37 38 38 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 35 36 37 38 38 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 36 37 38 38 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 37 38 38 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 Table X4 Uplift Overturning Moment (lbf*ft) NON CONSTRAINED SMALLEST FOOTING WIDTH x WIDTH x DEPTH Footing (in) 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2250 2500 2750 3000 3250 3500 18 16x16x24 15x15x27 14x14x30 13x13x32 13x13x35 13x13x37 12x12x39 12x12x41 12x12x43 11x11x44 11x11x46 11x11x48 11x11x49 11x11x51 11x11x52 10x10x54 10x10x55 10x10x56 10x10x59 10x10x63 9x9x65 9x9x68 9x9x71 9x9x74 20 17x17x23 16x16x26 15x15x29 15x15x31 14x14x33 14x14x36 14x14x37 13x13x39 13x13x41 13x13x43 12x12x44 12x12x46 12x12x47 12x12x49 12x12x50 12x12x52 11x11x53 11x11x54 11x11x57 11x11x60 10x10x63 10x10x66 10x10x68 10x10x71 21 19x19x22 18x18x25 17x17x28 16x16x30 16x16x32 15x15x34 15x15x36 15x15x38 14x14x40 14x14x41 14x14x43 13x13x44 13x13x46 13x13x47 13x13x48 13x13x50 13x13x51 12x12x52 12x12x55 12x12x58 11x11x61 11x11x63 11x11x66 11x11x68 22 21x21x22 19x19x24 19x19x27 18x18x29 17x17x31 17x17x33 16x16x35 16x16x37 16x16x38 15x15x40 15x15x41 15x15x43 14x14x44 14x14x45 14x14x47 14x14x48 14x14x49 14x14x50 13x13x53 13x13x56 13x13x59 12x12x61 12x12x63 12x12x66 23 23x23x21 21x21x24 20x20x26 19x19x28 19x19x30 18x18x32 18x18x34 17x17x36 17x17x37 17x17x39 16x16x40 16x16x41 16x16x43 16x16x44 15x15x45 15x15x47 15x15x48 15x15x49 14x14x52 14x14x54 14x14x57 13x13x59 13x13x61 13x13x64 24 24x24x20 23x23x23 22x22x25 21x21x28 20x20x29 20x20x31 19x19x33 19x19x35 18x18x36 18x18x37 18x18x39 17x17x40 17x17x41 17x17x43 17x17x44 16x16x45 16x16x46 16x16x47 16x16x50 15x15x53 15x15x55 15x15x57 14x14x59 14x14x62 25 26x26x20 25x25x22 24x24x25 23x23x27 22x22x29 21x21x30 21x21x32 20x20x34 20x20x35 19x19x36 19x19x38 19x19x39 19x19x40 18x18x41 18x18x43 18x18x44 18x18x45 17x17x46 17x17x49 16x16x51 16x16x53 16x16x56 15x15x58 15x15x60 26 28x28x19 27x27x22 25x25x24 24x24x26 24x24x28 23x23x30 22x22x31 22x22x33 21x21x34 21x21x35 21x21x37 20x20x38 20x20x39 20x20x40 19x19x41 19x19x43 19x19x44 19x19x45 18x18x47 18x18x50 17x17x52 17x17x54 17x17x56 16x16x58 27 31x31x19 29x29x21 27x27x23 26x26x25 25x25x27 25x25x29 24x24x30 24x24x32 23x23x33 23x23x34 22x22x36 22x22x37 21x21x38 21x21x39 21x21x40 21x21x41 20x20x42 20x20x44 20x20x46 19x19x48 19x19x50 18x18x53 18x18x55 18x18x56 28 33x33x18 31x31x21 29x29x23 28x28x25 27x27x26 26x26x28 26x26x30 25x25x31 25x25x32 24x24x34 24x24x35 23x23x36 23x23x37 23x23x38 22x22x39 22x22x40 22x22x41 22x22x42 21x21x45 20x20x47 20x20x49 20x20x51 19x19x53 19x19x55 29 35x35x18 33x33x20 31x31x22 30x30x24 29x29x26 28x28x27 28x28x29 27x27x30 26x26x32 26x26x33 25x25x34 25x25x35 25x25x36 24x24x37 24x24x38 24x24x39 23x23x40 23x23x41 22x22x44 22x22x46 21x21x48 21x21x50 21x21x52 20x20x54 30 37x37x18 35x35x20 33x33x22 32x32x24 31x31x25 30x30x27 29x29x28 29x29x30 28x28x31 28x28x32 27x27x33 27x27x34 26x26x35 26x26x36 26x26x37 25x25x38 25x25x39 25x25x40 24x24x43 23x23x45 23x23x47 22x22x49 22x22x50 22x22x52 31 40x40x17 37x37x19 36x36x21 34x34x23 33x33x25 32x32x26 31x31x28 31x31x29 30x30x30 29x29x31 29x29x32 28x28x34 28x28x35 28x28x36 27x27x37 27x27x38 26x26x39 26x26x39 25x25x42 25x25x44 24x24x46 24x24x48 23x23x49 23x23x51 32 42x42x17 40x40x19 38x38x21 36x36x23 35x35x24 34x34x26 33x33x27 32x32x28 32x32x30 31x31x31 31x31x32 30x30x33 30x30x34 29x29x35 29x29x36 28x28x37 28x28x38 28x28x39 27x27x41 26x26x43 26x26x45 25x25x46 25x25x48 24x24x50 33 45x45x16 42x42x19 40x40x20 38x38x22 37x37x24 36x36x25 35x35x26 34x34x28 34x34x29 33x33x30 32x32x31 32x32x32 31x31x33 31x31x34 31x31x35 30x30x36 30x30x37 29x29x38 29x29x40 28x28x42 27x27x44 27x27x45 26x26x47 26x26x49 34 47x47x16 44x44x18 42x42x20 41x41x22 39x39x23 38x38x25 37x37x26 36x36x27 36x36x28 35x35x29 34x34x30 34x34x31 33x33x32 33x33x33 32x32x34 32x32x35 32x32x36 31x31x37 30x30x39 30x30x41 29x29x43 28x28x44 28x28x46 27x27x48 35 50x50x16 47x47x18 45x45x20 43x43x21 42x42x23 40x40x24 39x39x25 38x38x27 38x38x28 37x37x29 36x36x30 36x36x31 35x35x32 35x35x33 34x34x34 34x34x35 33x33x35 33x33x36 32x32x38 31x31x40 31x31x42 30x30x44 29x29x45 29x29x47 36 53x53x16 49x49x18 47x47x19 45x45x21 44x44x22 43x43x24 41x41x25 41x41x26 40x40x27 39x39x28 38x38x29 38x38x30 37x37x31 37x37x32 36x36x33 36x36x34 35x35x35 35x35x36 34x34x37 33x33x39 32x32x41 32x32x43 31x31x44 31x31x46 37 55x55x15 52x52x17 50x50x19 48x48x21 46x46x22 45x45x23 44x44x24 43x43x26 42x42x27 41x41x28 40x40x29 40x40x30 39x39x31 38x38x32 38x38x32 37x37x33 37x37x34 37x37x35 36x36x37 35x35x39 34x34x40 33x33x42 33x33x43 32x32x45 38 58x58x15 55x55x17 52x52x19 50x50x20 48x48x22 47x47x23 46x46x24 45x45x25 44x44x26 43x43x27 42x42x28 42x42x29 41x41x30 40x40x31 40x40x32 39x39x33 39x39x33 38x38x34 37x37x36 37x37x38 36x36x40 35x35x41 34x34x43 34x34x44 39 61x61x15 57x57x17 55x55x18 53x53x20 51x51x21 49x49x22 48x48x24 47x47x25 46x46x26 45x45x27 44x44x28 44x44x29 43x43x30 42x42x30 42x42x31 41x41x32 41x41x33 40x40x34 39x39x35 38x38x37 38x38x39 37x37x40 36x36x42 36x36x43 40 64x64x14 60x60x16 57x57x18 55x55x19 53x53x21 52x52x22 51x51x23 49x49x24 48x48x25 47x47x26 47x47x27 46x46x28 45x45x29 45x45x30 44x44x31 43x43x32 43x43x32 42x42x33 41x41x35 40x40x37 39x39x38 39x39x40 38x38x41 37x37x43 1 Footings with at least one dimension longer than 4x the shortest dimension should use rebar along the longest dimension LouveRoof, LLC Carl Putnam, PE 2 The mimimim depth of a footing is 12" 14560 Bergen Boulevard 3441 Ivylink Place 3 Footings in Tables X3 and X4 require Detail Cx14 BUT NO attached 3.5" concrete slab. Footings WITH a 3.5" concrete slab are constrained and may use Tables X1 or X2 Suite 300 Lynchburg, VA 24503 4 It is acceptable to use a larger uplift footing and/or a larger Overturning Moment to size the footing. Noblesville, IN 46060 carlputnam@comcast.net Example 1: Uplift footing = 40", Overturning Moment = 300 lbf*ft requires a large flat footing which may be too big for the site, increasing Overturning Moment gives a smaller footprint (317) 770-0205 Example 2: An 18" Uplift footing, Overturning Moment = 3500 lbf*ft requires a thin deep footing that is difficult to dig. Increasing Uplift Footing makes it easier. info@seehomeimp.com LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 41 of 42 SEPT 02 2021 11/29/21 Y. REQUIRED FASTENERS FOR POST CONNECTIONS AND RETURN BEAM ALTERNATIVES TABLE Y1 Required Number of TABLE Y2 Required Number of Nomenclature Fasteners for Shearing Loads Fasteners for Tensile Loads SDS= SELF DRILLING SCREW min t (in) >>>>> 0.125 0.125 0.125 0.1875 min t (in) >>>>> 0.125 0.125 0.125 0.1875 0.1875 BOLT= ASTM A307 STEEL BOLT V1 V2 V3 V4 T1 T2 T3 T4 T5 ALL BOLTS REQUIRE A STEEL WASHER Uplift Net 625 1442 1923 2651 Uplift Net 266 721 962 1082 1442 EQUAL TO TWICE THE BOLT DIAMETER Footing Uplift #14 3/8" 1/2" 1/2" Footing Uplift #14 3/8" 1/2" 3/8" 1/2" min t = minimum thickness metal in the connection d (in) (lbf) SDS Bolt Bolt Bolt d (in) (lbf) SDS Bolt Bolt Bolt Bolt for tensile connections look at bracket and header 20 417 1 1 1 1 20 417 2 1 1 1 1 for shear connections look at post and bracket 21 482 1 1 1 1 21 482 2 1 1 1 1 Shearing Load = load is transverse to the fastener axis 22 555 1 1 1 1 22 555 3 1 1 1 1 Tensile Load = load is parallel to the fastener axis 23 634 2 1 1 1 23 634 3 1 1 1 1 24 720 2 1 1 1 24 720 3 1 1 1 1 25 814 2 1 1 1 25 814 4 2 1 1 1 INSTRUCTIONS 26 915 2 1 1 1 26 915 4 2 1 1 1 1 Know the required UPLIFT footing, "d", from the tables in sections A-G 27 1025 2 1 1 1 27 1025 4 2 2 1 1 2 Determine the minimum metal thickness, "min t", of the connection 28 1143 2 1 1 1 28 1143 5 2 2 2 1 3 Cross index the "d" and the desired fastener with the correct "min t" 29 1270 3 1 1 1 29 1270 5 2 2 2 1 4 Choose a fastener pattern that is symmetric. If double beam 30 1406 3 1 1 1 30 1406 6 2 2 2 1 (detail Cx7) then split the fasteners evenly among them 31 1552 3 2 1 1 31 1552 6 3 2 2 2 5 You may need to add a fastener to ensure they are evenly divided. 32 1707 3 2 1 1 32 1707 7 3 2 2 2 6 The minimum spacing between fasteners is 4x the root diameter 33 1872 3 2 1 1 33 1872 8 3 2 2 2 (#14 SDS = 0.25") of the fastener 34 2047 4 2 2 1 34 2047 8 3 3 2 2 7 Minimum edge distance is 2x the root diameter of the fastener 35 2233 4 2 2 1 35 2233 9 4 3 3 2 8 All horizontal fasteners in post connections must comply only with Table Y1 36 2430 4 2 2 1 36 2430 10 4 3 3 2 9 For posts using Detail Cx14 (post embedded in footing) or Cx18 (welded 37 2638 5 2 2 1 37 2638 10 4 3 3 2 steel base plate) all vertical fasteners must comply with Table Y2 38 2858 5 2 2 2 38 2858 11 4 3 3 2 10 For posts not using Detail Cx14 or Cx18 then all vertical fasteners must 39 3090 5 3 2 2 39 3090 12 5 4 3 3 comply with Table Y2 AND the appopriate Detail of M1-M6. 40 3333 6 3 2 2 40 3333 13 5 4 4 3 41 3590 6 3 2 2 41 3590 14 5 4 4 3 LouveRoof, LLC Carl Putnam, PE 42 3859 7 3 3 2 42 3859 15 6 5 4 3 14560 Bergen Boulevard 3441 Ivylink Place 43 4141 7 3 3 2 43 4141 16 6 5 4 3 Suite 300 Lynchburg, VA 24503 44 4437 8 4 3 2 44 4437 17 7 5 5 4 Noblesville, IN 46060 carlputnam@comcast.net 45 4746 8 4 3 2 45 4746 18 7 5 5 4 (317) 770-0205 46 5070 9 4 3 2 46 5070 20 8 6 5 4 info@seehomeimp.com 47 5407 9 4 3 3 47 5407 21 8 6 5 4 48 5760 10 4 3 3 48 5760 22 8 6 6 4 49 6128 10 5 4 3 49 6128 24 9 7 6 5 50 6510 11 5 4 3 50 6510 25 10 7 7 5 Table Y3 Allowed Substution for Multiple Return Beams 0.125"x2x8's required (Detail S2) 2 3 4 5 6 7 8 0.25"x4x8's required (Detail S13) 1 2 2 2 3 3 3 LouveRoof Standard Plan v9 (2018 IBC) 9/2/2021 Page 42 of 42 SEPT 02 2021 11/29/21