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HomeMy WebLinkAboutEng.stamped drawnings IndianaLouveRoof LLC Patio Cover, Carport and Commercial Structure Engineering 2018 IBCThis report covers these maximum conditionsGround Snow Loads20psf30psfWind Speed (Ultimate)100 Exposure C or 115 Exposure Band Exposure115 Exposure C or 130 Exposure BMaximum Ss =50%Seismic Design Category CPAGESSECTION DESCRIPTIONPage 1 of 37GENERAL NOTESPages 2-3 of 37LOUVEROOF STRUCTURAL CONFIGURATIONSPages 4-11 of 37COMPONENT PARTS AND CONNECTION DETAILSPage 12 of 37LOUVER SPANS FOR COMMERCIAL AND PATIO STRUCTURESPage 13 of 37Aa. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2Page 14 of 37 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 S2Page 15 of 37 Ca. Tables for Attached Structures with Multi Span Louvers and Single Span Headers for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2Page 16 of 37 Da. Tables for Freestanding Structures with Single Span Louvers with 4 posts for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2Page 17 of 37 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 S2Page 18 of 37 Fa. Tables for Freestanding Structures with Multi Span Louvers and Single Span Headers for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2Page 19 of 37 Ga. Tables for Attached Structures with Louvers Parallel w/ Building Wall for Header 'a'= Single 0.125"x2"x8" Alum Header Detail S2Pages 20-26 of 37 Sections Ab to Gb: Tables for Structure Types A-G for Header 'b'= Double 0.125"x2x8 Alum Header Detail Cx7Pages 27-33 of 37 Sections Ac to Gc: Tables for Structure Types A-G for Header 'c'= Single 0.25"x4x8 Alum Header Detail S12Page 34 of 37W. ATTACHMENT TO WALLPage 35 of 37Xa. MOMENT RESISTING FOOTING SIZE for Constrained FootingsPage 36 of 37Xb. MOMENT RESISTING FOOTING SIZE for Non Constrained FootingsPage 37 of 37Y. REQUIRED FASTENERS FOR POST CONNECTIONS AND RETURN BEAM ALTERNATIVESApril 6, 2021 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 CHAPTER20 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 LOAD10 PS10 PSF LIVE LOAD ONLY 20 PSF20 PSF LIVE LOAD ONLY 25 PSF21 PSF DESIGN ROOF SNOW LOAD 30 PSF25.2 PSF DESIGN ROOF SNOW LOAD35.7 PSF30.0 PSF DESIGN ROOF SNOW LOAD 42 PSF35.3 PSF DESIGN ROOF SNOW LOAD50 PSF42 PSF DESIGN ROOF SNOW LOAD 60 PSF50.4 PSF DESIGN ROOF SNOW LOADFOR 0.25/12 < SLOPE < 1/12WIND SPEEDS IN THE 2018 IBC ARE "ULTIMATE DESIGN WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT AREDESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR RISK CATEGORY II. FOR ATTACHEDSTRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WINDLOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIREHIGHER 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 FAMILYDWELLING 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 LOADINGMAXIMUM 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 STRUCTURESSITE CLASS = DBASIC SEISMIC FORCE RESISTNG SYSTEMPOSTS EMBEDDED INTO FOOTINGS = INVERTED PENDULUM >> R = 2.0POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R= 1.25ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURETHESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A CONCENTRATED 300LBF LOAD.THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED IN 2018 IBCSECTION 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 PERMITMUST 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 LOADe. ALL APPROPRIATE DETAILSf. 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 INFIGURE 1904.2 OF THE 2018 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS (DETAILCx13) WHEN THE POST LOAD IS 750 LBF OR LESS AND THE FROST DEPTH IS ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS. CONCRETE ANCHORS SHALL BE SET BACK A MINIMUM OF 3 INCHESFROM 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 FOUNDATIONPRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER IBCSECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPAREDFILLS 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 ADDITIONALENGINEERING. 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. CARPORTSMUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL ORASPHALT.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 COATINGCOMPLYING 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 DIPPEDGLAVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE ANCHOR BOLTS ARESPECIFED 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 SCREWSANSI/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. THEMINIMUM WASHER DIAMETER SHALL BE 2X THE BOLT DIAMETER. ALL STEEL NUTS TO BE ASTM A563. SCREWS AND BOLTS SHALL HAVE A MINIMUM EDGEDISTANCE 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, OREQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8 =516", #10 = 38", #12 = 1332" AND #14 = 12" OR STEEL WASHERS OF SIMILAR DIAMETER AND AS PERGENERAL NOTE #1115. 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 ABSORBENTBUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED INACCORDANCE 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 750LBS CONCENTRATED LOAD AT EACH POST AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THEMAXIMUM CONNECTION UPLIFT LOAD IS 1366 LBS FOR 115 MPH EXP C WIND SPEED. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAINTHESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCALBUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL Cx16. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONALENGINEERING.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 MUSTBE BASED ON LONGEST ACTUAL SPAN.DATEDESCDRAWN BY107-16-20CMPGENERAL NOTESCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 1 of 37 PROJECTIONWIDTHPOST HEIGHTFRONT ELEVATION3.5" MIN POST SPACINGEXISTING WALLLOUVER SPANHEIGHTLOUVERDETAIL S1DETAIL Cx6NON STRUCTURAL HEADERDETAIL S2STRUCTURAL HEADERDETAIL S2, S12 OR Cx7 PERTABLESPOSTDETAIL S4STRUCTURAL HEADERDETAIL S2, S12 OR Cx7LOUVERDETAIL S1LOUVERDETAIL S1POST TO SLAB/FOOTINGCONNECTION (DETAILCx13, Cx14, OR Cx18)SIDE ELEVATIONPLANPROJECTION WIDTHPOST HEIGHT FRONT ELEVATIONPOST SPACINGEXISTING WALLLOUVER SPAN HEIGHT DETAIL Cx6DETAIL Cx1STRUCTURAL HEADERDETAIL S2(S12 REQUIRED FOR S12 INTERMEDIATE BEAM)POSTDETAIL S4STRUCTURAL HEADERDETAIL S2, S12 OR Cx7LOUVERDETAIL S1LOUVERDETAIL S1SIDE ELEVATIONPLANSTRUCTURE TYPE C - MULTI SPAN LOUVER ATTACHED STRUCTURE (2 POSTS ONLY)STRUCTURE TYPE A - SINGLE SPAN LOUVER ATTACHED STRUCTURE (2 POST ONLY)PROJECTIONWIDTHPOST HEIGHTFRONT ELEVATION3.5" MIN POST SPACINGEXISTING WALLLOUVER SPANHEIGHTLOUVERDETAIL S1DETAIL Cx6NON STRUCTURAL HEADERDETAIL S2STRUCTURAL HEADERDETAIL S2, S12 OR Cx7 PER TABLESPOSTDETAIL S4STRUCTURAL HEADERDETAIL S2, S12 OR Cx7LOUVERDETAIL S1LOUVERDETAIL S1SIDE ELEVATIONPLANPROJECTION WIDTHPOST HEIGHT FRONT ELEVATION3.5" MIN POST SPACINGLOUVER SPAN HEIGHT LOUVERDETAIL S1NON STRUCTURAL HEADERDETAIL S2STRUCTURAL HEADERDETAIL S2, S12 OR Cx7 PER TABLESPOSTDETAIL S4STRUCTURAL HEADERDETAIL S2, S12 OR Cx7LOUVERDETAIL S1LOUVERDETAIL S1LOUVER TO BEAM CONNECTIONDETAIL Cx3SIDE ELEVATIONPLANSTRUCTURE TYPE D - SINGLE SPAN LOUVER FREESTANDING STRUCTURE (4 POST ONLY)STRUCTURE TYPE B - SINGLE SPAN LOUVER ATTACHED STRUCTURE (3 POST MINIMUM)STRUCTURAL RETURN BEAMDETAIL S2, S12 OR Cx12STRUCTURAL HEADERDETAIL S2, S12 OR Cx7 PER TABLES1/4":12"1/4":12"1/4":12"LOUVERDETAIL S1POST TO FOOTINGCONNECTION (DETAILCx13, Cx14, OR Cx18)POST TO SLAB/FOOTINGCONNECTION (DETAILCx13, Cx14, OR Cx18)POST TO FOOTINGCONNECTIONCx13, Cx14, OR Cx18LOUVER TO BEAM CONNECTIONDETAIL Cx3LOUVER TO BEAM CONNECTIONDETAIL Cx3LOUVER TO BEAMCONNECTIONDETAIL Cx3DETAIL Cx10 M1-M6WHERE REQUIREDDETAIL Cx10DETAIL Cx10 M1-M6WHERE REQUIREDDETAIL Cx10 M1-M6WHERE REQUIREDCORNER CONDITIONDETAIL Cx1CORNER CONDITIONDETAIL Cx2MAX 2' OVERHANGPOST SPACINGMAX 2' OVERHANGLOUVER SPANMAX 2' OVERHANGMAX 2' OVERHANGPOST AND FOOTINGREQUIRED OR SEE TABLESFOR NUMBER OF RETURNBEAMS AND NUMBER OFWALL FASTENERSIF NO POST USE Cx12 ANDTABLES SECTION C FOR #OF BEAMS IF POST THENUSE S2CORNER CONDITIONDETAIL Cx2CORNER CONDITIONDETAIL Cx2CONSTRAINED ORNON CONSTRAINEDFOOTINGSLAB ATTACHEDSLAB ATTACHEDSLAB ATTACHEDCONSTRAINED ORNON CONSTRAINEDFOOTINGCONSTRAINED FOOTING REQUIRES3.5" MIN ATTACHED SLABNON CONSTRAINEDFOOTINGCONSTRAINED FOOTING REQUIRES3.5" MIN ATTACHED SLABNON CONSTRAINEDFOOTING2STND PLANSDESCDATEDRAWN BY07-16-20CMPCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 2 of 37 PROJECTIONWIDTHPOST HEIGHTFRONT ELEVATION3.5" MIN POST SPACINGLOUVER SPANHEIGHTLOUVERDETAIL S1NON STRUCTURAL HEADERDETAIL S2STRUCTURAL HEADERDETAIL S2, S12 OR Cx7 PER TABLESPOSTDETAIL S4STRUCTURAL HEADERDETAIL S2, S12 OR Cx7LOUVERDETAIL S1LOUVERDETAIL S1LOUVER TO BEAM CONNECTIONDETAIL Cx3SIDE ELEVATIONPLANWIDTH PROJECTIONPOST HEIGHT FRONT ELEVATION3.5" MIN LOUVER SPANEXISTING WALLHEIGHT LOUVERDETAIL S1DETAIL Cx9BEAM TO BEAMCONNECTION(SEE DETAIL Cx1)NON STRUCTURAL HEADERDETAIL S2 OR S12POSTDETAIL S4NON STRUCTURAL HEADERDETAIL S2 OR Cx7LOUVERDETAIL S1LOUVERDETAIL S1LOUVER TO MOUNTING RAILTO BEAM CONNECTIONSIDE ELEVATIONPLANSTRUCTURE TYPE G - SINGLE SPAN LOUVER ATTACHED STRUCTURE (2 POST MINIMUM)STRUCTURE TYPE E - SINGLE SPAN FREESTANDING STRUCTURE (6 POST MINIMUM)STRUCTURE TYPE F - MULTI SPAN LOUVER FREESTANDING STRUCTURE (4 POST ONLY)STRUCTURAL HEADERDETAIL S2, S12 OR Cx7 PER TABLESPROJECTIONWIDTHPOST HEIGHTFRONT ELEVATION3.5" MIN POST SPACINGLOUVER SPANHEIGHTPOSTDETAIL S4STRUCTURAL HEADERDETAIL S2, S12 OR Cx7LOUVERDETAIL S1LOUVERDETAIL S1LOUVER TO BEAM CONNECTIONDETAIL Cx3SIDE ELEVATIONPLANLOUVERDETAIL S1DETAIL Cx1STRUCTURAL HEADERDETAIL S2(S12 REQUIRED FORINTERMEDIATE BEAMS12)RETURN BEAMDETAIL S2, S12 OR Cx12DOUBLE OR SINGLE 2X8DETAIL S2, S12 OR Cx7 PER TABLES1/4":12"POST FOOTINGCONNECTIONDETAIL Cx13, Cx14, ORCx18POST TO FOOTINGCONNECTIONDETAIL Cx13, Cx14,OR Cx18POST TO SLAB/FOOTINGCONNECTION (DETAILCx13, Cx14, OR Cx18)DETAIL Cx10DETAIL Cx10DETAIL Cx10 M1-M6WHERE REQUIREDCORNER CONDITIONDETAIL Cx1CORNER CONDITIONDETAIL Cx2CORNER CONDITIONDETAIL Cx2POST SPACINGMAX 2' OVERHANGLOUVER SPANPOST SPACING LOUVER SPAN MAX 2' OVERHANGPOST AND FOOTINGREQUIRED OR SEE TABLESFOR NUMBER OF RETURNBEAMSIF NO POST USE Cx12 ANDTABLES SECTION F FOR #OF BEAMS IF POST THENUSE S2CONSTRAINED FOOTING REQUIRES3.5" MIN ATTACHED SLABNON CONSTRAINEDFOOTINGCONSTRAINED FOOTING REQUIRES3.5" MIN ATTACHED SLABNON CONSTRAINEDFOOTINGSLAB ATTACHEDSLAB ATTACHED24" MAX OVERHANGALLOWED IF DETAIL Cx14IS USED3STND PLANSDESCDATEDRAWN BY07-16-20CMPCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 3 of 37 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 THRUØ.228 C'CINKØ.438 X82°1.170"1.170"Ø0.584"Ø0.250"6.573"2.000"2.000"0.480".5"0.955"0.312"4S2BEAM PROFILES1LOUVER PROFILES3GUTTER PROFILES4POSTS6END CAP PIVOT STRIPCOMPONENTS6063-T6 ALUMINUM6063-T6 ALUMINUM6063-T6 ALUMINUM6063-T6 ALUMINUM6063-T6 ALUMINUMS9INSIDE BRACKET6063-T6 ALUMINUMS82x INSIDE BRACKET6063-T6 ALUMINUMS7ACTUATOR PLATE6063-T6 ALUMINUMS5FIBERGLASS ENDCAPNYLON 6/6 33% GLASS FILLCHEMLON 133 GH(TENSILE YIELD = 25.5 KSI)DESCDATEDRAWN BY07-16-20CMPCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 4 of 37 6" MIN6.500"0.125"0.070" MIN CONTINUOUSPERIMETER AND CORNERWELDS(Fxx = 60 KSI)0.125" ASTM A36 STEELPLATE WELDED TO TOPFOUR WELDED 0.125"ASTM A36 STEELPLATES1.750"4.500"1.750"4.500"6.250"6.250"0.125"FABRICATED FROMDETAIL S84"8"0.250"3.500"1.750"0.125"0.3750"18"10"10" 1"1"8"1"8"1"(4) 9/16" Ø HOLES0.375" ASTM A36STEEL PLATE0.125" ASTM A36STEEL PLATES6.5000"6.5000"6.5000"0.070" CONT WELDFxx = 60 KSI5COMPONENTSS10PAINTED STEEL POST INSERTS11MITERED CORNER BRACKETS126063-T6 ALUMINUM BEAMS134X INSIDE BRACKET6063-T6 ALUMINUMDESCDATEDRAWN BY07-16-20CMPCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCS14WELDED STEEL BASEPLATELouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 5 of 37 DETAIL S2 OR S12DETAIL S8 OR S13#14 x 1" SCREWS1.750"6.500"1" MIN DETAIL S1LOUVEROOF PIVOT STRIPDETAIL S6LOUVEROOF GUTTERDETAIL S3#10 x 1" @ 16" O/C#10 x 1" @ 7.375" O.C.D DETAIL S1#12x1.25" BEVEL HEAD SCREWEND CAPDETAIL S5DETAIL S2 OR S12DETAIL S8 OR S13#14 x 1" SCREWS1.750"6.500"6Cx1STRUCTURAL BEAM TO BEAMCONNECTIONCx3BEAM TO LOUVER CONNECTIONCONFIGURATIONSCx4LOUVER ASSEMBLYCx2NON STRUCTURAL BEAM TO BEAMCONNECTIONDESCDATEDRAWN BY07-16-20CMPCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 6 of 37 2.500"SEAL W/ CONT. SILICONE BEADDETAIL S21/4" LL358 LEDGERLOK SCREW(ICC ESR 1078) W/ 2.25" MINPENETRATION INTO SOLID WOODFRAMING(SEE TABLE W1 FOR NUMBER OFSCREWS AND SPACING)(2) #14 x 1" SCREWS@ 16" O.C.DETAIL S2SEE TABLE Y1 FOR NUMBERAND TYPE OF FASTENERSDETAIL S4DETAIL Cx7, S12 OR S2DETAIL S9 OR S10SEE TABLE Y2 FORNUMBER/TYPE OFFASTENERS - SEE DETAILSM1-M6 IF REQUIRED2.500"SEAL W/ CONT. SILICONE BEADDETAIL S2 OR S121/4" LL358 LEDGERLOK SCREW (ICC ESR 1078)W/ 2.25" MIN PENETRATION INTO SOLID WOODFRAMING(TWO NEAREST STUDS)SEE TABLES IN SECTION C OR G FOR REQUIREDNUMBER OF FASTENERS SPLIT ON 2-3 NEARESTSTUDS OR SPREAD OUT ON CONTINOUS WALLFRAMING(4) #14 SDS1" MIN DETAIL S8 OR S131.750"6.500"SEE TABLE Y1 FOR NUMBERAND TYPE OF FASTENERSDETAIL S4DETAIL S9 OR S10DETAIL S8 OR S13#14 SDS SEE TABLE Y1COLUMN V1 FORNUMBER/TYPE OFFASTENERS (MIN 4)SEE Cx8 FOR FASTENERTYPE AND NUMBERDETAIL S2 OR S127Cx5BEAM TO BEAM SPLICE AT POSTCONFIGURATIONSCx6WALL ATTACHMENTCx7DOUBLE BEAMCx8DOUBLE HEADER TO POSTCx9WALL ATTACHMENTDESCDATEDRAWN BY07-16-20CMPCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 7 of 37 SEE DETAIL M1-M6 FORFASTENER TYPE ANDLOCATION. FASTENERS MUSTCOMPLY WITH TABLES Y2 ASWELL.SEE TABLE Y1 FOR NUMBERAND TYPE OF FASTENERS.DETAIL S4DETAIL S2 OR S12DETAIL S10IF DOUBLE BEAMSEE DETAIL Cx85.000"(4) #14 SDS0.625" MINDETAIL S10DETAIL S4DETAIL S2. S12 OR Cx70.625" MIN5.250" 1.750"1.750"1.750"(8) #14 SDSDETAIL S10DETAIL S4DETAIL S2, S12 OR Cx75.000"0.625" MIN(8) #14 SDSDETAIL S10DETAIL S4DETAIL S12 ORCx75.000"2.500"2.500"(12) #14 SDSDETAIL S10DETAIL S4DETAIL S12 ORCx70.625" MIN5.000"(2) 1/2" STEEL BOLTSW/ 3/4" WASHERDETAIL S10DETAIL S4DETAIL S2, S125.000"(4) 1/2" STEEL BOLTSW/ 3/4" WASHERDETAIL S10DETAIL S4DETAIL S12 OR Cx78CONFIGURATIONSCx10STEEL INSERT MOMENT FRAMEM1MOMENT FRAME #1: 451 LBF*FTM2MOMENT FRAME #2: 779 LBF*FTM3MOMENT FRAME #3: 902 LBF*FTM4MOMENT FRAME #4: 1108 LBF*FTM5MOMENT FRAME #5: 1832 LBF*FTM6MOMENT FRAME #6: 3672 LBF*FTNOTE: M1 AND M6 MAYBE USED W/ DOUBLEBEAM. USE SAMENUMBER OFFASTENERS. EQUALFASTENERS PER BEAMDESCDATEDRAWN BY07-16-20CMPCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 8 of 37 SEE TABLE Y1 FOR NUMBERAND TYPE OF FASTENERSMITERED CORNER BRACKETDETAIL S11POSTDETAIL S4BEAMDETAIL S2TOP VIEWSIDE VIEWSEE TABLE Y1 FOR NUMBERAND TYPE OF FASTENERSMITERED CORNER BRACKETDETAIL S11POSTDETAIL S4BEAMDETAIL S2, S12, Cx7 or Cx121" MINSEE TABLE Y2 FOR TYPE ANDNUMBER OF FASTENERS(2) #14 x 1" SCREWS@ 16" O.C.DETAIL S2 OR S129CONFIGURATIONSCx11NON MOMENT CORNER CONNECTION(REQUIRES DETAIL Cx14)Cx12MULTIPLE RETURN BEAMSEE TABLES FOR NUMBER AND REQUIREMENTSDESCDATEDRAWN BY07-16-20CMPCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 9 of 37 "d""d"16"3"DETAIL S43/8" x 16" STEEL REBAREMBEDDED AT 9"CONCRETE FOOTINGALUMINUM SURFACES EMBEDDED INCONCRETE SHALL BE COVERED W/PLASTIC TAPE9"CONSTRAINED FOOTINGS REQUIREA 3.5" MIN ATTACHED CONCRETESLAB.NON CONSTRAINED FOOTINGS DONOT.CONCRETE SLABOR FOOTINGD DETAIL S9SEE TABLE Y1 FORTYPE AND NUMBER OFFASTENERSDETAIL S41/2" GALVANIZED HILTI KWIKBOLT TZ (ICC ESR 1917)CONCRETE ANCHORS W/ 2"EMBEDMENT(2) ANCHORS REQUIRED FORd= 34" UPLIFT FOOTING(4) ANCHORS REQUIRED FORd=39" UPLIFT FOOTINGDETAIL S14" MINEXISTING ROOFSTRUCTURES COMPLYING WITH THIS DETAILDO NOT REQUIRE ADDITIONAL DRIFTINGSNOW CONSIDERATIONSGROUND SNOW MAXIMUMLOAD (PSF) "h" (IN) 20 17 25 18 30 20 35.7 23 42 26PATIO COVERROOF SNOW LOADh 15 14 50 30 60 33DETAIL S4POST CONNECTORDETAIL S9 3/8" LAG SCREWS W/ 3" PENETRATION INTO WOODBLOCKING(2) LAG SCREWS TO REPLACE "d"= 31" UPLIFT FOOTING(4) LAG SCREWS TO REPLACE "d"=42" UPLIFT FOOTING3/4"MIN12" MAXDECK BEAMDECK POST(3) #14 SDS BOTH SIDESPOST TO HEADER CONNECTION DETAILSM1-M6 REQUIREDSTEEL JOIST HANGER OR OTHERCONNECTION INSTALLED PER MFGINSTRUCTIONSDOUBLE 2x WOOD BLOCKING RESTINGDIRECTLY ON WOOD DECK BEAM1/4" LAG SCREW W/ AT LEAST 2.5"PENETRATION INTO WOOD BLOCKING10CONFIGURATIONSCx13POST TO SLAB/ FOOTING CONNECTIONCx14CONCRETE FOOTINGCx15Cx16ATTACHED STRUCTURE POST TO DECKSNOW DRIFTDESCDATEDRAWN BY07-16-20CMPCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 10 of 37 SEE TABLE Y1 FOR TYPE ANDNUMBER OF FASTENERSDETAIL S4DETAIL S912" MAX OFFSET FROM POSTDOUBLE BEAM PERDETAIL Cx712" MAX OFFSET FROM POST24" MAXSEE TABLE Y2 FOR TYPE ANDNUMBER OF FASTENERS.FASTENERS MAY HAVE TOCOMPLY WITH DETAIL M1 TOM611CONFIGURATIONSCx17DOUBLE BEAM SPLICE AT POSTDESCDATEDRAWN BY07-16-20CMPCARL PUTNAM P.E.3441 IVY LINK PLACELYNCHBURG, VA 24503CARLPUTNAM@COMCAST.NET14560 BERGEN BLVDSUITE 300NOBLESVILLE, IN 46060(317) 770-0205info@seehomeimp.comLouveRoof, LLCLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 11 of 37 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 v8 (2018 IBC) 4/6/2021 Page 12 of 37 Aa. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table A1a Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 Design 115 Exposure B Max Width on Max End Overturning Moment Design 115 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)20.0 6 3 21.3 20.8 22 267 331 363 25.2 6 3 17.4 19.8 21 267 301 331 20.0 8 4 16.0 19.1 23 355 441 483 25.2 8 4 13.1 18.1 23 300 372 408 20.0 9 4.5 14.2 18.4 24 400 496 544 25.2 9 4.5 11.6 17.4 24 327 406 44520.0 10 5 12.8 17.7 25 444 551 604 25.2 10 5 10.5 16.8 24 354 439 481 A 20.0 11 5.5 11.6 17.1 25 489 606 665 25.2 11 5.5 9.5 16.3 25 379 470 516 20.0 12 6 10.6 16.7 26 533 661 725 25.2 12 6 8.7 15.8 25 404 501 550 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 or 8 10 11 Roof 115 Exposure C or 8 10 11 END FOOTING B END FOOTING C Design 130 Exposure B Max Width on Max End Overturning Moment Design 130 Exposure B Max Width on Max End Overturning MomentLoad (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 25.2 6 3 17.4 19.3 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 25.2 8 4 13.1 17.5 26 470 583 639 ONLY TWO POSTS. 20.0 9 4.5 14.2 17.7 26 529 656 719 25.2 9 4.5 11.6 16.9 27 529 656 719 2.Determine wind and snow loads for structure site area. For zero snow load areas use20.0 10 5 12.8 17.1 27 588 729 799 25.2 10 5 10.5 16.3 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 25.2 11 5.5 9.5 15.8 28 646 801 879 3 Choose "A". "A" will be limited by maximum louver span. 20.0 12 6 10.6 16.1 28 705 874 959 25.2 12 6 8.7 15.3 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 HeightUSE 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 8ft 10 ft Table A5 8 Determine Overturning Moment by cross indexing "A" and Post Height B (ft)B (ft)9 Choose Lateral Force Resisting Systemmax 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 higher6 267 267 267 267 267 267 267 286 331 331 331 331 331 331 331 354 100 Exposure C than the Overturning Moment. 8 355 355 355 355 355 355 355 381 441 441 441 441 441 441 441 473 100 Exposure C b.Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 400 400 400 400 400 400 400 429 496 496 496 496 496 496 496 532 100 Exposure C Cx18 (welded steel base plate) 10 444 444 444 444 444 444 444 476 551 551 551 551 551 551 551 591 100 Exposure C i Determine "Overturning Moment" from tables on this page11 489 489 489 489 489 489 489 524 606 606 606 606 606 606 606 650 100 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit12 533 533 533 533 533 533 533 572 661 661 661 661 661 661 661 709 100 Exposure C specified in Detail Cx18. iii.For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the Post Height 8ft 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 C10 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 19 19 20 21 21 22 23 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net For Structures using a "B" less than the maximum allowed8 20 21 21 22 23 24 24 25 100 Exposure C (317) 770-0205 1 Follow instructions #1-3 above 9 21 21 22 23 24 25 25 26 100 Exposure C info@seehomeimp.com 2 Choose a "B" less than the maximum allowed 10 21 22 23 24 25 25 26 27 100 Exposure C 3 The maximum "C" is 24'' 11 22 23 24 25 26 26 27 28 100 Exposure C 4 Choose Post Height12 23 24 25 25 26 27 28 28 100 Exposure C 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 A8max 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 C11 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 v8 (2018 IBC) 4/6/2021 Page 13 of 37 Ba. Tables for Attached Structures with Single Span Louvers with at Least 3 Posts max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table B1a Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 81011 ATTACHED STRUCTURE Design 115 Exposure B Middle End Overturning Moment Design 115 Exposure B 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 20.8 26 21 426 528 579 25.2 6 3 8.7 19.8 25 21 405 502 55020.0 8 4 8.0 19.1 28 22 519 643 705 25.2 8 4 6.5 18.1 27 23 492 610 669 20.0 9 4.5 7.1 18.4 28 23 562 697 764 25.2 9 4.5 5.8 17.4 28 24 532 659 723 20.0 10 5 6.4 17.7 29 24 603 747 820 25.2 10 5 5.2 16.8 28 24 572 709 778 20.0 11 5.5 5.8 17.1 30 24 641 795 872 25.2 11 5.5 4.8 16.3 29 25 609 755 828 A20.0 12 6 5.3 16.7 30 25 680 843 925 25.2 12 6 4.4 15.8 30 25 645 800 878 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 or 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design 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 24 414 513 562 25.2 6 3 8.7 19.3 28 24 394 488 53620.0 8 4 8.0 18.4 30 26 501 621 682 25.2 8 4 6.5 17.5 30 25 477 592 649 INSTRUCTIONS FOR USING THESE TABLES 20.0 9 4.5 7.1 17.7 31 26 542 673 738 25.2 9 4.5 5.8 16.9 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 25.2 10 5 5.2 16.3 31 27 588 729 799 LEAST 3 POSTS. 20.0 11 5.5 5.8 16.6 32 28 646 801 879 25.2 11 5.5 4.8 15.8 32 27 646 801 879 2.Determine wind and snow loads for structure site area. For zero snow load areas use20.0 12 6 5.3 16.1 33 28 705 874 959 25.2 12 6 4.4 15.3 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 8ft 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 6 267 267 286 327 367 408 449 490 331 331 354 405 456 506 557 608 100 Exposure C a. Moment Frame: Details M1-M6 8 355 355 381 436 490 544 599 653 441 441 473 540 608 675 743 810 100 Exposure C These details are allowed if the moment value shown in the detail is higher9 400 400 429 490 551 612 674 735 496 496 532 608 683 759 835 911 100 Exposure C than the Overturning Moment. 10 444 444 476 544 612 680 749 817 551 551 591 675 759 844 928 1013 100 Exposure C b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 11 489 489 524 599 674 749 823 898 606 606 650 743 835 928 1021 1114 100 Exposure C Cx18 (welded steel base plate)12 533 533 572 653 735 817 898 980 661 661 709 810 911 1013 1114 1215 100 Exposure C i Determine "Overturning Moment" from tables on this page ii Detail Cx18 may only be used if Overturning Moment is below limit Post Height 8ft 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. 6 353 353 353 353 367 408 449 490 437 437 437 437 456 506 557 608 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index8 470 470 470 470 490 544 599 653 583 583 583 583 608 675 743 810 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 9 529 529 529 529 551 612 674 735 656 656 656 656 683 759 835 911 115 Exposure C Moment to determine allowable footing sizes. 10 588 588 588 588 612 680 749 817 729 729 729 729 759 844 928 1013 115 Exposure C 10 Fasten to wall as per Detail Cx611 646 646 646 646 674 749 823 898 801 801 801 801 835 928 1021 1114 115 Exposure C12 705 705 705 705 735 817 898 980 874 874 874 874 911 1013 1114 1215 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 23 24 25 25 26 27 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net SLAB 5 Fasten to wall as per Detail Cx6 8 22 24 25 26 27 28 29 30 100 Exposure C (317) 770-02059 23 25 26 27 28 29 30 31 100 Exposure C info@seehomeimp.com For Structures using a "B" less than the maximum allowed10 24 25 27 28 29 30 31 32 100 Exposure C 1 Follow instructions #1-3 above 11 25 26 28 29 30 31 32 33 100 Exposure C 2 Choose a "B" less than the maximum allowed 12 25 27 28 30 31 32 33 34 100 Exposure C 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 above8 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 C12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 14 of 37 Ca. Tables for Attached Structures with Multi Span Louvers and Single Span Headers max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table C1a Ground Snow Load 30 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 100 Exposure C or Required Required Cube Footing 8 10 11 Roof 100 Exposure C or Required Required Cube Footing 8 10 11 Design 115 Exposure B # of Return # of Wall End Overturning Moment Design 115 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 16.7 24 533 661 725 25.2 6 6 1 3 15.8 23 533 661 72520.0 8 8 1 3 15.2 25 711 881 967 25.2 8 8 2 3 14.2 25 711 881 967 20.0 9 9 2 3 14.5 26 800 992 1088 25.2 9 9 2 3 13.3 25 800 992 108820.0 10 10 2 3 13.7 27 889 1102 1208 25.2 10 10 2 3 12.4 26 889 1102 1208 20.0 11 11 3 3 12.9 27 977 1212 1329 25.2 11 11 3 3 11.8 26 977 1212 1329 A20.0 12 12 3 3 12.3 27 1066 1322 1450 25.2 12 12 3 3 11.2 26 1066 1322 1450 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 or Required Required Cube Footing 8 10 11 Roof 115 Exposure C or Required Required Cube Footing 8 10 11 Return Beams. Design 130 Exposure B # of Return # of Wall End Overturning Moment Design 130 Exposure B # of Return # of Wall End Overturning MomentLoad (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 25.2 6 6 1 2 15.3 26 705 874 95920.0 8 8 1 3 14.6 28 940 1166 1278 25.2 8 8 1 3 13.5 27 940 1166 1278 A 20.0 9 9 2 3 13.7 28 1058 1311 1438 25.2 9 9 2 3 12.6 28 1058 1311 143820.0 10 10 2 3 12.9 29 1175 1457 1598 25.2 10 10 2 3 11.8 28 1175 1457 159820.0 11 11 2 3 12.2 29 1293 1603 1758 25.2 11 11 2 3 11.2 28 1293 1603 1758 20.0 12 12 3 3 11.6 30 1410 1749 1918 25.2 12 12 3 3 10.6 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 psfmax 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.6 533 533 533 533 533 533 533 533 661 661 661 661 661 661 661 661 100 Exposure C 4 Determine maximum "B" from tables on this page 8 711 711 711 711 711 711 711 711 881 881 881 881 881 881 881 881 100 Exposure C 5 The maximum "C" is 24''9 800 800 800 800 800 800 800 800 992 992 992 992 992 992 992 992 100 Exposure C 6 Choose Post Height 10 889 889 889 889 889 889 889 889 1102 1102 1102 1102 1102 1102 1102 1102 100 Exposure C 7 Determine Uplift Footing Size. 11 977 977 977 977 977 977 977 977 1212 1212 1212 1212 1212 1212 1212 1212 100 Exposure C 8 Determine Overturning Moment by cross indexing "A" and Post Height 12 1066 1066 1066 1066 1066 1066 1066 1066 1322 1322 1322 1322 1322 1322 1322 1322 100 Exposure C 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 23 24 25 25 26 27 100 Exposure C 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 24 25 26 27 28 29 30 100 Exposure C (317) 770-0205 and see Detail Cx9 for additional connection requirements 9 23 25 26 27 28 29 30 31 100 Exposure C info@seehomeimp.com 12 Fasten to wall as per Detail Cx610 24 25 27 28 29 30 31 32 100 Exposure C 11 25 26 28 29 30 31 32 33 100 Exposure C For Structures using a "B" less than the maximum allowed12 25 27 28 30 31 32 33 34 100 Exposure C 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 C68 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 above10 26 28 29 30 32 33 34 35 115 Exposure C 11 27 28 30 31 33 34 35 36 115 Exposure C12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 15 of 37 Da. Tables for Freestanding Structures with Single Span Louvers with 4 posts max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table D1a Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 CDesign 115 Exposure B End Overturning Moment Design 115 Exposure B 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 20.6 19 949 1177 1291 25.2 6 3 19.6 18 909 1127 1236 20.0 8 4 18.8 20 878 1088 1194 25.2 8 4 17.8 20 841 1043 1144 20.0 9 4.5 18.1 21 850 1054 1156 25.2 9 4.5 17.2 20 817 1013 1111 20.0 10 5 17.4 21 826 1024 1123 25.2 10 5 16.6 21 794 984 1079 20.0 11 5.5 16.9 22 806 999 1096 25.2 11 5.5 16.0 21 772 958 1050 20.0 12 6 16.4 22 833 1033 1133 25.2 12 6 15.6 22 800 992 1088 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 or 8 10 11 Roof 115 Exposure C or 8 10 11Design 130 Exposure B End Overturning Moment Design 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 25.2 6 3 19.1 20 1175 1457 1598 20.0 8 4 18.1 22 1127 1398 1533 25.2 8 4 17.3 22 1086 1347 1477 20.0 9 4.5 17.4 23 1092 1354 1485 25.2 9 4.5 16.7 23 1052 1305 1431 20.0 10 5 16.8 23 1060 1315 1442 25.2 10 5 16.0 23 1021 1266 1389 END FOOTING B END FOOTING 20.0 11 5.5 16.3 24 1035 1283 1407 25.2 11 5.5 15.6 24 997 1236 135620.0 12 6 15.8 24 1011 1254 1375 25.2 12 6 15.1 24 975 1209 1326 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'' 6 539 617 694 771 848 925 1002 1079 669 765 860 956 1051 1147 1242 1338 100 Exposure C 6 Choose Post Height8 544 653 762 871 980 1089 1198 1307 675 810 945 1080 1215 1350 1485 1620 100 Exposure C 7 Determine Uplift Footing Size. 9 612 735 857 980 1102 1225 1347 1470 759 911 1063 1215 1367 1519 1671 1823 100 Exposure C 8 Determine Overturning Moment by cross indexing "A" and Post Height 10 680 817 953 1089 1225 1361 1497 1633 844 1013 1181 1350 1519 1688 1856 2025 100 Exposure C 9 Lateral Force Resisting System is Detail Cx14 or Cx18 11 749 898 1048 1198 1347 1497 1647 1796 928 1114 1299 1485 1671 1856 2042 2228 100 Exposure C a.Moment Frame Details M1-M6 are not allowed12 817 980 1143 1307 1470 1633 1796 1960 1013 1215 1418 1620 1823 2025 2228 2430 100 Exposure C 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 1225 1347 1470 885 1011 1137 1264 1390 1519 1671 1823 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index10 713 817 953 1089 1225 1361 1497 1633 885 1013 1181 1350 1519 1688 1856 2025 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 11 749 898 1048 1198 1347 1497 1647 1796 928 1114 1299 1485 1671 1856 2042 2228 115 Exposure C Moment to determine allowable footing sizes.12 817 980 1143 1307 1470 1633 1796 1960 1013 1215 1418 1620 1823 2025 2228 2430 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 16 17 17 18 19 19 20 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 4 Choose Post Height 8 17 18 19 19 20 20 21 21 100 Exposure C (317) 770-0205 5 Determine Overturning Moment by cross indexing "A" and "B" 9 18 19 19 20 21 21 22 22 100 Exposure C info@seehomeimp.com with the correct height from Table D5 or Table D6 10 18 19 20 21 21 22 23 23 100 Exposure C 6 Determine Uplift Footing from Table D7 or Table D8 11 19 20 21 21 22 23 23 24 100 Exposure C 7 Follow Instruction #9 above 12 20 20 21 22 23 23 24 25 100 Exposure C B (ft)Table D8max 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 C9 19 20 21 21 22 23 23 24 115 Exposure C 10 20 21 21 22 23 24 24 25 115 Exposure C11 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 v8 (2018 IBC) 4/6/2021 Page 16 of 37 Ea. Tables for Freestanding Structures with Single Span Louvers with at least 6 posts max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table E1a Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11Design 115 Exposure B Middle End Overturning Moment Design 115 Exposure B 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 20.6 22 19 1590 1971 2162 25.2 6 3 19.6 22 18 1509 1872 205320.0 8 4 18.8 24 20 1447 1795 1968 25.2 8 4 17.8 23 20 1374 1704 1869 20.0 9 4.5 18.1 24 21 1392 1726 1893 25.2 9 4.5 17.2 24 20 1325 1643 1802 20.0 10 5 17.4 25 21 1343 1665 1826 25.2 10 5 16.6 24 21 1279 1586 174020.0 11 5.5 16.9 25 22 1304 1617 1773 25.2 11 5.5 16.0 25 21 1236 1533 1681 A20.0 12 6 16.4 26 22 1264 1567 1719 25.2 12 6 15.6 25 22 1202 1490 1635 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 or 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design 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 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 25.2 6 3 19.1 24 20 1942 2408 2641 20.0 8 4 18.1 26 22 1847 2290 2512 25.2 8 4 17.3 26 22 1764 2188 2399 INSTRUCTIONS FOR USING THESE TABLES20.0 9 4.5 17.4 27 23 1776 2202 2415 25.2 9 4.5 16.7 26 23 1697 2104 2308 1.These instructions are for a SINGLE SPAN FREESTANDING LouveRoof cover 20.0 10 5 16.8 27 23 1713 2124 2330 25.2 10 5 16.0 27 23 1635 2027 2224 WITH AT LEAST 6 POSTS. 20.0 11 5.5 16.3 28 24 1662 2061 2260 25.2 11 5.5 15.6 28 24 1586 1967 2157 2.Determine wind and snow loads for structure site area. For zero snow load areas20.0 12 6 15.8 29 24 1615 2002 2196 25.2 12 6 15.1 28 24 1542 1912 2097 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 6 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C a.Moment Frame Details M1-M6 are not allowed 8 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C b.Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C Cx18 (welded steel base plate) 10 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C i Determine "Overturning Moment" from tables on this page11 848 925 1079 1233 1387 1541 1695 1850 1051 1147 1338 1529 1720 1911 2102 2294 100 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 12 925 925 1079 1233 1387 1541 1695 1850 1147 1147 1338 1529 1720 1911 2102 2294 100 Exposure C 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 allowed12 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 19 20 20 21 22 23 23 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 7 Follow Instruction #9 above8 19 20 21 22 23 24 25 26 100 Exposure C (317) 770-0205 9 20 21 22 23 24 25 26 27 100 Exposure C info@seehomeimp.com 10 21 22 23 24 25 26 27 28 100 Exposure C 11 21 23 24 25 26 27 28 29 100 Exposure C 12 22 23 25 26 27 28 29 29 100 Exposure C B (ft)Table E8max 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 C9 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 C12 24 25 26 28 29 30 31 32 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 17 of 37 Fa. Tables for Freestanding Structures with Multi Span Louvers and Single Span Headers max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table F1a Ground Snow Load 30 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 100 Exposure C or Required Cube Footing 8 10 11 Roof 100 Exposure C or Required Cube Footing 8 10 11 Design 115 Exposure B # of Return Exterior Overturning Moment Design 115 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 15.7 22 605 750 823 25.2 6 6 1 15.0 22 578 716 786 20.0 8 8 1 14.0 23 617 765 838 25.2 8 8 2 13.0 23 617 765 838 20.0 9 9 2 13.1 24 694 860 943 25.2 9 9 2 12.1 23 694 860 94320.0 10 10 2 12.3 24 771 956 1048 25.2 10 10 2 11.4 24 771 956 1048 A20.0 11 11 2 11.6 25 848 1051 1153 25.2 11 11 3 10.7 24 848 1051 1153 20.0 12 12 3 11.1 25 925 1147 1258 25.2 12 12 3 10.2 25 925 1147 1258 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 or Required Cube Footing 8 10 11 Roof 115 Exposure C or Required Cube Footing 8 10 11 of Return Beams Design 130 Exposure B # of Return Exterior Overturning Moment Design 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 25.2 6 6 1 14.6 24 742 920 1009 A 20.0 8 8 1 13.2 26 815 1011 1109 25.2 8 8 2 12.3 25 815 1011 110920.0 9 9 2 12.4 26 917 1137 1248 25.2 9 9 2 11.5 26 917 1137 124820.0 10 10 2 11.6 27 1019 1264 1386 25.2 10 10 2 10.8 26 1019 1264 138620.0 11 11 2 11.0 27 1121 1390 1525 25.2 11 11 3 10.2 27 1121 1390 1525 20.0 12 12 3 10.4 28 1223 1517 1663 25.2 12 12 3 9.7 27 1223 1517 1663 Table F2a Table F4a C END FOOTING END FOOTING CUSE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) Post Height 8ft 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 6 462 462 539 617 694 771 848 925 573 573 669 765 860 956 1051 1147 100 Exposure C 10 psf for patio covers and 20 psf for carports or commercial structures. 8 617 617 617 617 694 771 848 925 765 765 765 765 860 956 1051 1147 100 Exposure C 3.Choose "A". "A" will be limited by maximum louver span. 9 694 694 694 694 694 771 848 925 860 860 860 860 860 956 1051 1147 100 Exposure C 4.Determine maximum "B" from tables on this page 10 771 771 771 771 771 771 848 925 956 956 956 956 956 956 1051 1147 100 Exposure C 5.The maximum "C" is 24'' 11 848 848 848 848 848 848 848 925 1051 1051 1051 1051 1051 1051 1051 1147 100 Exposure C 6.Choose Post Height12 925 925 925 925 925 925 925 980 1147 1147 1147 1147 1147 1147 1147 1215 100 Exposure C 7.Determine Uplift Footing Size. 8.Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8ft 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 allowedmax 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) 6 612 612 713 815 917 1019 1121 1223 758 758 885 1011 1137 1264 1390 1517 115 Exposure C i Determine "Overturning Moment" from tables on this page 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 9 917 917 917 917 917 1019 1121 1223 1137 1137 1137 1137 1137 1264 1390 1517 115 Exposure C specified in Detail Cx18.10 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 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 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 (ft)UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 For Structures using a "B" less than the maximum allowed 6 19 20 21 22 23 24 24 25 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 1 Follow instructions #1-3 above 8 21 22 23 24 25 26 27 28 100 Exposure C (317) 770-0205 2 Choose a "B" less than the maximum allowed 9 21 23 24 25 26 27 28 29 100 Exposure C info@seehomeimp.com 3 The maximum "C" is 24''10 22 24 25 26 27 28 29 30 100 Exposure C 4 Choose Post Height11 23 24 26 27 28 29 30 31 100 Exposure C 5 Determine Overturning Moment by cross indexing "A" and "B"12 24 25 26 28 29 30 31 32 100 Exposure C with the correct height from Table F5 or Table F6 6 Determine Uplift Footing from Table F7 or Table F8 B (ft)Table F8 7 Follow Instruction #9 abovemax A 10 12 14 16 18 20 22 24 (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 C10 24 26 27 28 30 31 32 33 115 Exposure C11 25 27 28 29 31 32 33 34 115 Exposure C12 26 27 29 30 31 33 34 35 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 18 of 37 Ga. Tables for Attached Structures with Louvers Parallel w/ Building Wall max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table G1a Ground Snow Load 30 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 100 Exposure C or Required Cube Footing 8 10 11 Roof 100 Exposure C or Required 8 10 11 Design 115 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment Design 115 Exposure B 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 20 938 1164 1276 25.2 6 6 8.7 2 15.2 25 20 904 1121 1230 20.0 8 8 8.0 3 14.3 27 22 864 1072 1175 25.2 8 8 6.5 3 13.2 27 21 812 1007 1104 20.0 9 9 7.1 3 13.4 28 22 820 1017 1116 25.2 9 9 5.8 3 12.3 27 22 770 955 1047 20.0 10 10 6.4 3 12.5 28 22 781 969 1062 25.2 10 10 5.2 3 11.6 28 22 735 911 999 B 20.0 11 11 5.8 3 11.9 29 23 749 929 1019 25.2 11 11 4.8 3 10.9 28 22 705 875 959 20.0 12 12 5.3 3 11.3 29 23 721 894 981 25.2 12 12 4.4 3 10.4 29 23 680 843 925 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)MIDDLE FOOTING Roof 115 Exposure C or Required 8 10 11 Roof 115 Exposure C or Required 8 10 11 END FOOTING AAEND FOOTING Design 130 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment Design 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 25.2 6 6 8.7 2 14.8 28 22 1156 1433 1572 20.0 8 8 8.0 2 13.5 27 22 1080 1339 1469 25.2 8 8 6.5 3 12.6 29 23 1022 1267 1390 20.0 9 9 7.1 2 12.7 28 22 1026 1272 1395 25.2 9 9 5.8 3 11.8 30 24 970 1203 131920.0 10 10 6.4 3 11.9 28 22 980 1215 1333 25.2 10 10 5.2 3 11.1 30 24 927 1149 126020.0 11 11 5.8 3 11.3 29 23 940 1166 1279 25.2 11 11 4.8 3 10.4 31 25 888 1102 1208 20.0 12 12 5.3 3 10.7 29 23 906 1123 1232 25.2 12 12 4.4 3 9.9 31 25 855 1060 1162 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 TABLESPost Height 8ft 10 ft Table G5 1.These instructions are for an Attached LouveRoof Cover withB (ft)B (ft)WITH LOUVERS PARALLEL TO EXISTING WALLmax 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. 6 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 3.Choose "A". "A" will be limited by maximum louver span.8 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 4.Determine maximum "B" from tables on this page9 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 5.The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 10 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C the Max ''C'' is 0'' 11 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 6.Choose Post Height12 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 7.Determine Uplift Footing Size. 8.Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8ft 10 ft Table G6 9.Choose Lateral Force Resisting SystemB (ft)B (ft)a.Moment Frame: Details M1-M6max 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 limit11 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 23 24 25 25 26 27 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 10.Fasten to wall at every header per Detail Cx9 and Required Number of Wall Fasteners8 22 24 25 26 27 28 29 30 100 Exposure C (317) 770-0205 per these tables9 23 25 26 27 28 29 30 31 100 Exposure C info@seehomeimp.com 10 24 25 27 28 29 30 31 32 100 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 11 25 26 28 29 30 31 32 33 100 Exposure C SLAB 1 Follow Instructions #1-3 above.12 25 27 28 30 31 32 33 34 100 Exposure C SLAB 2 Maximum post spacing is "B (on slab)" SLAB 3 The maximum ''C'' is 0" B (ft)Table G8 SLAB 4 Follow Instructions #6-8 above. max A 10 12 14 16 18 20 22 24 SLAB 5 Follow #9 above, embedding into concrete is not an option. (ft)UPLIFT ONLY CUBE FOOTING d (IN) SLAB 6 Fasten to wall at every header per Detail Cx9, Slab attach requires 3 wall fasteners6 22 24 25 26 27 28 29 30 115 Exposure C 8 25 26 28 29 30 31 32 33 115 Exposure C For Structures using a "B" less than the maximum allowed 9 26 27 29 30 31 32 33 34 115 Exposure C 1 Follow instructions #1-3 above10 27 28 30 31 32 33 35 36 115 Exposure C 2 Choose a "B" less than the maximum allowed11 27 29 31 32 33 35 36 37 115 Exposure C 3 The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 12 28 30 32 33 34 36 37 38 115 Exposure C 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 v8 (2018 IBC) 4/6/2021 Page 19 of 37 Ab. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table A1b Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 Design 115 Exposure B Max Width on Max End Overturning Moment Design 115 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)20.0 6 3 21.3 24.0 23 286 354 389 25.2 6 3 17.4 24.0 23 286 354 389 20.0 8 4 16.0 24.0 25 381 473 518 25.2 8 4 13.1 22.8 24 364 452 495 20.0 9 4.5 14.2 23.1 26 415 515 565 25.2 9 4.5 11.6 21.9 25 396 491 53920.0 10 5 12.8 22.3 26 448 555 609 25.2 10 5 10.5 21.2 26 428 531 582 A 20.0 11 5.5 11.6 21.6 27 489 606 665 25.2 11 5.5 9.5 20.5 26 458 568 623 20.0 12 6 10.6 21.0 27 533 661 725 25.2 12 6 8.7 19.9 27 488 605 664 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 or 8 10 11 Roof 115 Exposure C or 8 10 11 END FOOTING B END FOOTING C Design 130 Exposure B Max Width on Max End Overturning Moment Design 130 Exposure B Max Width on Max End Overturning MomentLoad (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 25.2 6 3 17.4 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 25.2 8 4 13.1 22.1 28 470 583 639 ONLY TWO POSTS. 20.0 9 4.5 14.2 22.3 28 529 656 719 25.2 9 4.5 11.6 21.2 29 529 656 719 2.Determine wind and snow loads for structure site area. For zero snow load areas use20.0 10 5 12.8 21.5 29 588 729 799 25.2 10 5 10.5 20.5 29 588 729 799 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 25.2 11 5.5 9.5 19.9 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 25.2 12 6 8.7 19.3 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 HeightUSE 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 8ft 10 ft Table A5 8 Determine Overturning Moment by cross indexing "A" and Post Height B (ft)B (ft)9 Choose Lateral Force Resisting Systemmax 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 higher6 267 267 267 267 267 267 267 286 331 331 331 331 331 331 331 354 100 Exposure C than the Overturning Moment. 8 355 355 355 355 355 355 355 381 441 441 441 441 441 441 441 473 100 Exposure C b.Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 400 400 400 400 400 400 400 429 496 496 496 496 496 496 496 532 100 Exposure C Cx18 (welded steel base plate) 10 444 444 444 444 444 444 444 476 551 551 551 551 551 551 551 591 100 Exposure C i Determine "Overturning Moment" from tables on this page11 489 489 489 489 489 489 489 524 606 606 606 606 606 606 606 650 100 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit12 533 533 533 533 533 533 533 572 661 661 661 661 661 661 661 709 100 Exposure C specified in Detail Cx18. iii.For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the Post Height 8ft 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 C10 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 19 19 20 21 21 22 23 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net For Structures using a "B" less than the maximum allowed8 20 21 21 22 23 24 24 25 100 Exposure C (317) 770-0205 1 Follow instructions #1-3 above 9 21 21 22 23 24 25 25 26 100 Exposure C info@seehomeimp.com 2 Choose a "B" less than the maximum allowed 10 21 22 23 24 25 25 26 27 100 Exposure C 3 The maximum "C" is 24'' 11 22 23 24 25 26 26 27 28 100 Exposure C 4 Choose Post Height12 23 24 25 25 26 27 28 28 100 Exposure C 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 A8max 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 C11 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 v8 (2018 IBC) 4/6/2021 Page 20 of 37 Bb. Tables for Attached Structures with Single Span Louvers with at Least 3 Posts max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table B1b Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 81011 ATTACHED STRUCTURE Design 115 Exposure B Middle End Overturning Moment Design 115 Exposure B 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 27 22 490 608 666 25.2 6 3 8.7 24.0 27 23 490 608 66620.0 8 4 8.0 24.0 30 24 653 810 888 25.2 8 4 6.5 22.8 29 24 619 768 843 20.0 9 4.5 7.1 23.1 31 25 708 878 963 25.2 9 4.5 5.8 21.9 30 25 670 831 911 20.0 10 5 6.4 22.3 31 25 759 942 1033 25.2 10 5 5.2 21.2 31 26 721 893 980 20.0 11 5.5 5.8 21.6 32 26 808 1002 1099 25.2 11 5.5 4.8 20.5 31 26 767 951 1043 A20.0 12 6 5.3 21.0 33 26 857 1062 1165 25.2 12 6 4.4 19.9 32 27 813 1008 1106 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 or 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design 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 25 490 608 666 25.2 6 3 8.7 24.0 30 25 490 608 66620.0 8 4 8.0 23.2 33 27 631 783 859 25.2 8 4 6.5 22.1 32 27 602 746 818 INSTRUCTIONS FOR USING THESE TABLES 20.0 9 4.5 7.1 22.3 34 28 683 848 930 25.2 9 4.5 5.8 21.2 33 28 651 807 885 1.These instructions are for a SINGLE SPAN ATTACHED LouveRoof cover WITH AT 20.0 10 5 6.4 21.5 34 29 732 908 996 25.2 10 5 5.2 20.5 34 28 699 867 951 LEAST 3 POSTS. 20.0 11 5.5 5.8 20.9 35 29 783 971 1064 25.2 11 5.5 4.8 19.9 34 29 745 924 1014 2.Determine wind and snow loads for structure site area. For zero snow load areas use20.0 12 6 5.3 20.3 36 30 830 1029 1128 25.2 12 6 4.4 19.3 35 30 790 979 1074 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 8ft 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 6 267 267 286 327 367 408 449 490 331 331 354 405 456 506 557 608 100 Exposure C a. Moment Frame: Details M1-M6 8 355 355 381 436 490 544 599 653 441 441 473 540 608 675 743 810 100 Exposure C These details are allowed if the moment value shown in the detail is higher9 400 400 429 490 551 612 674 735 496 496 532 608 683 759 835 911 100 Exposure C than the Overturning Moment. 10 444 444 476 544 612 680 749 817 551 551 591 675 759 844 928 1013 100 Exposure C b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 11 489 489 524 599 674 749 823 898 606 606 650 743 835 928 1021 1114 100 Exposure C Cx18 (welded steel base plate)12 533 533 572 653 735 817 898 980 661 661 709 810 911 1013 1114 1215 100 Exposure C i Determine "Overturning Moment" from tables on this page ii Detail Cx18 may only be used if Overturning Moment is below limit Post Height 8ft 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. 6 353 353 353 353 367 408 449 490 437 437 437 437 456 506 557 608 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index8 470 470 470 470 490 544 599 653 583 583 583 583 608 675 743 810 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 9 529 529 529 529 551 612 674 735 656 656 656 656 683 759 835 911 115 Exposure C Moment to determine allowable footing sizes. 10 588 588 588 588 612 680 749 817 729 729 729 729 759 844 928 1013 115 Exposure C 10 Fasten to wall as per Detail Cx611 646 646 646 646 674 749 823 898 801 801 801 801 835 928 1021 1114 115 Exposure C12 705 705 705 705 735 817 898 980 874 874 874 874 911 1013 1114 1215 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 23 24 25 25 26 27 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net SLAB 5 Fasten to wall as per Detail Cx6 8 22 24 25 26 27 28 29 30 100 Exposure C (317) 770-02059 23 25 26 27 28 29 30 31 100 Exposure C info@seehomeimp.com For Structures using a "B" less than the maximum allowed10 24 25 27 28 29 30 31 32 100 Exposure C 1 Follow instructions #1-3 above 11 25 26 28 29 30 31 32 33 100 Exposure C 2 Choose a "B" less than the maximum allowed 12 25 27 28 30 31 32 33 34 100 Exposure C 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 above8 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 C12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 21 of 37 Cb. Tables for Attached Structures with Multi Span Louvers and Single Span Headers max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table C1b Ground Snow Load 30 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 100 Exposure C or Required Required Cube Footing 8 10 11 Roof 100 Exposure C or Required Required Cube Footing 8 10 11 Design 115 Exposure B # of Return # of Wall End Overturning Moment Design 115 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 21.0 26 533 661 725 25.2 6 6 1 3 19.9 25 533 661 72520.0 8 8 2 3 19.1 28 711 881 967 25.2 8 8 2 4 18.1 27 711 881 967 20.0 9 9 2 3 18.3 28 800 992 1088 25.2 9 9 2 4 17.4 28 800 992 108820.0 10 10 3 4 17.7 29 889 1102 1208 25.2 10 10 3 4 16.8 28 889 1102 1208 20.0 11 11 3 4 17.1 30 977 1212 1329 25.2 11 11 4 4 16.3 29 977 1212 1329 A20.0 12 12 4 4 16.7 30 1066 1322 1450 25.2 12 12 5 5 15.8 30 1066 1322 1450 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 or Required Required Cube Footing 8 10 11 Roof 115 Exposure C or Required Required Cube Footing 8 10 11 Return Beams. Design 130 Exposure B # of Return # of Wall End Overturning Moment Design 130 Exposure B # of Return # of Wall End Overturning MomentLoad (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 25.2 6 6 1 3 19.3 28 705 874 95920.0 8 8 2 3 18.5 30 940 1166 1278 25.2 8 8 2 4 17.6 30 940 1166 1278 A 20.0 9 9 2 3 17.7 31 1058 1311 1438 25.2 9 9 2 4 16.9 31 1058 1311 143820.0 10 10 3 3 17.1 32 1175 1457 1598 25.2 10 10 2 4 16.3 31 1175 1457 159820.0 11 11 3 4 16.6 32 1293 1603 1758 25.2 11 11 3 4 15.8 32 1293 1603 1758 20.0 12 12 4 4 16.1 33 1410 1749 1918 25.2 12 12 4 4 15.3 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 psfmax 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.6 533 533 533 533 533 533 533 533 661 661 661 661 661 661 661 661 100 Exposure C 4 Determine maximum "B" from tables on this page 8 711 711 711 711 711 711 711 711 881 881 881 881 881 881 881 881 100 Exposure C 5 The maximum "C" is 24''9 800 800 800 800 800 800 800 800 992 992 992 992 992 992 992 992 100 Exposure C 6 Choose Post Height 10 889 889 889 889 889 889 889 889 1102 1102 1102 1102 1102 1102 1102 1102 100 Exposure C 7 Determine Uplift Footing Size. 11 977 977 977 977 977 977 977 977 1212 1212 1212 1212 1212 1212 1212 1212 100 Exposure C 8 Determine Overturning Moment by cross indexing "A" and Post Height 12 1066 1066 1066 1066 1066 1066 1066 1066 1322 1322 1322 1322 1322 1322 1322 1322 100 Exposure C 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 23 24 25 25 26 27 100 Exposure C 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 24 25 26 27 28 29 30 100 Exposure C (317) 770-0205 and see Detail Cx9 for additional connection requirements 9 23 25 26 27 28 29 30 31 100 Exposure C info@seehomeimp.com 12 Fasten to wall as per Detail Cx610 24 25 27 28 29 30 31 32 100 Exposure C 11 25 26 28 29 30 31 32 33 100 Exposure C For Structures using a "B" less than the maximum allowed12 25 27 28 30 31 32 33 34 100 Exposure C 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 C68 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 above10 26 28 29 30 32 33 34 35 115 Exposure C 11 27 28 30 31 33 34 35 36 115 Exposure C12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 22 of 37 Db. Tables for Freestanding Structures with Single Span Louvers with 4 posts max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table D1b Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 CDesign 115 Exposure B End Overturning Moment Design 115 Exposure B 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 20 1079 1338 1467 25.2 6 3 24.0 20 1079 1338 1467 20.0 8 4 23.7 21 1066 1322 1450 25.2 8 4 22.5 21 1020 1265 1387 20.0 9 4.5 22.8 22 1031 1279 1402 25.2 9 4.5 21.7 22 989 1226 1345 20.0 10 5 22.0 23 1000 1240 1360 25.2 10 5 20.9 22 960 1190 1306 20.0 11 5.5 21.3 23 975 1209 1327 25.2 11 5.5 20.2 23 933 1157 1269 20.0 12 6 20.7 24 1007 1249 1370 25.2 12 6 19.6 23 966 1197 1313 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 or 8 10 11 Roof 115 Exposure C or 8 10 11Design 130 Exposure B End Overturning Moment Design 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 25.2 6 3 24.0 22 1427 1769 1941 20.0 8 4 22.8 24 1367 1696 1860 25.2 8 4 21.8 23 1315 1631 1789 20.0 9 4.5 22.0 24 1323 1640 1799 25.2 9 4.5 21.0 24 1273 1578 1731 20.0 10 5 21.2 25 1283 1591 1745 25.2 10 5 20.2 25 1234 1530 1678 END FOOTING B END FOOTING 20.0 11 5.5 20.5 26 1251 1551 1701 25.2 11 5.5 19.6 25 1203 1492 163620.0 12 6 20.0 26 1221 1514 1661 25.2 12 6 19.1 26 1175 1457 1598 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'' 6 539 617 694 771 848 925 1002 1079 669 765 860 956 1051 1147 1242 1338 100 Exposure C 6 Choose Post Height8 544 653 762 871 980 1089 1198 1307 675 810 945 1080 1215 1350 1485 1620 100 Exposure C 7 Determine Uplift Footing Size. 9 612 735 857 980 1102 1225 1347 1470 759 911 1063 1215 1367 1519 1671 1823 100 Exposure C 8 Determine Overturning Moment by cross indexing "A" and Post Height 10 680 817 953 1089 1225 1361 1497 1633 844 1013 1181 1350 1519 1688 1856 2025 100 Exposure C 9 Lateral Force Resisting System is Detail Cx14 or Cx18 11 749 898 1048 1198 1347 1497 1647 1796 928 1114 1299 1485 1671 1856 2042 2228 100 Exposure C a.Moment Frame Details M1-M6 are not allowed12 817 980 1143 1307 1470 1633 1796 1960 1013 1215 1418 1620 1823 2025 2228 2430 100 Exposure C 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 1225 1347 1470 885 1011 1137 1264 1390 1519 1671 1823 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index10 713 817 953 1089 1225 1361 1497 1633 885 1013 1181 1350 1519 1688 1856 2025 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 11 749 898 1048 1198 1347 1497 1647 1796 928 1114 1299 1485 1671 1856 2042 2228 115 Exposure C Moment to determine allowable footing sizes.12 817 980 1143 1307 1470 1633 1796 1960 1013 1215 1418 1620 1823 2025 2228 2430 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 16 17 17 18 19 19 20 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 4 Choose Post Height 8 17 18 19 19 20 20 21 21 100 Exposure C (317) 770-0205 5 Determine Overturning Moment by cross indexing "A" and "B" 9 18 19 19 20 21 21 22 22 100 Exposure C info@seehomeimp.com with the correct height from Table D5 or Table D6 10 18 19 20 21 21 22 23 23 100 Exposure C 6 Determine Uplift Footing from Table D7 or Table D8 11 19 20 21 21 22 23 23 24 100 Exposure C 7 Follow Instruction #9 above 12 20 20 21 22 23 23 24 25 100 Exposure C B (ft)Table D8max 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 C9 19 20 21 21 22 23 23 24 115 Exposure C 10 20 21 21 22 23 24 24 25 115 Exposure C11 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 v8 (2018 IBC) 4/6/2021 Page 23 of 37 Eb. Tables for Freestanding Structures with Single Span Louvers with at least 6 posts max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table E1b Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11Design 115 Exposure B Middle End Overturning Moment Design 115 Exposure B 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 23 20 1850 2294 2515 25.2 6 3 24.0 23 20 1850 2294 251520.0 8 4 23.7 26 21 1823 2261 2480 25.2 8 4 22.5 25 21 1731 2147 2355 20.0 9 4.5 22.8 26 22 1754 2175 2385 25.2 9 4.5 21.7 26 22 1670 2070 2271 20.0 10 5 22.0 27 23 1692 2098 2301 25.2 10 5 20.9 26 22 1612 1999 219220.0 11 5.5 21.3 27 23 1643 2037 2234 25.2 11 5.5 20.2 27 23 1558 1931 2118 A20.0 12 6 20.7 28 24 1592 1975 2166 25.2 12 6 19.6 28 23 1514 1878 2059 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 or 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design 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 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 25.2 6 3 24.0 26 22 2446 3033 3327 20.0 8 4 22.8 28 24 2327 2886 3165 25.2 8 4 21.8 28 23 2223 2756 3023 INSTRUCTIONS FOR USING THESE TABLES20.0 9 4.5 22.0 29 24 2238 2775 3043 25.2 9 4.5 21.0 29 24 2138 2651 2908 1.These instructions are for a SINGLE SPAN FREESTANDING LouveRoof cover 20.0 10 5 21.2 30 25 2158 2676 2935 25.2 10 5 20.2 29 25 2060 2554 2802 WITH AT LEAST 6 POSTS. 20.0 11 5.5 20.5 30 26 2094 2596 2848 25.2 11 5.5 19.6 30 25 1998 2478 2718 2.Determine wind and snow loads for structure site area. For zero snow load areas20.0 12 6 20.0 31 26 2034 2523 2767 25.2 12 6 19.1 30 26 1942 2409 2642 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 6 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C a.Moment Frame Details M1-M6 are not allowed 8 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C b.Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C Cx18 (welded steel base plate) 10 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C i Determine "Overturning Moment" from tables on this page11 848 925 1079 1233 1387 1541 1695 1850 1051 1147 1338 1529 1720 1911 2102 2294 100 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 12 925 925 1079 1233 1387 1541 1695 1850 1147 1147 1338 1529 1720 1911 2102 2294 100 Exposure C 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 allowed12 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 19 20 20 21 22 23 23 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 7 Follow Instruction #9 above8 19 20 21 22 23 24 25 26 100 Exposure C (317) 770-0205 9 20 21 22 23 24 25 26 27 100 Exposure C info@seehomeimp.com 10 21 22 23 24 25 26 27 28 100 Exposure C 11 21 23 24 25 26 27 28 29 100 Exposure C 12 22 23 25 26 27 28 29 29 100 Exposure C B (ft)Table E8max 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 C9 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 C12 24 25 26 28 29 30 31 32 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 24 of 37 Fb. Tables for Freestanding Structures with Multi Span Louvers and Single Span Headers max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table F1b Ground Snow Load 30 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 100 Exposure C or Required Cube Footing 8 10 11 Roof 100 Exposure C or Required Cube Footing 8 10 11 Design 115 Exposure B # of Return Exterior Overturning Moment Design 115 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 19.8 23 762 945 1036 25.2 6 6 1 18.9 23 728 903 990 20.0 8 8 2 18.0 25 692 858 941 25.2 8 8 2 17.2 25 662 821 900 20.0 9 9 2 17.3 26 694 860 943 25.2 9 9 2 16.5 25 694 860 94320.0 10 10 3 16.7 26 771 956 1048 25.2 10 10 3 15.9 26 771 956 1048 A20.0 11 11 3 16.1 27 848 1051 1153 25.2 11 11 4 15.4 27 848 1051 1153 20.0 12 12 4 15.7 28 925 1147 1258 25.2 12 12 5 15.0 27 925 1147 1258 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 or Required Cube Footing 8 10 11 Roof 115 Exposure C or Required Cube Footing 8 10 11 of Return Beams Design 130 Exposure B # of Return Exterior Overturning Moment Design 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 25.2 6 6 1 18.4 25 937 1162 1274 A 20.0 8 8 2 17.4 28 885 1097 1203 25.2 8 8 2 16.7 27 850 1054 115620.0 9 9 2 16.7 28 917 1137 1248 25.2 9 9 2 16.1 28 917 1137 124820.0 10 10 2 16.1 29 1019 1264 1386 25.2 10 10 3 15.5 29 1019 1264 138620.0 11 11 3 15.6 30 1121 1390 1525 25.2 11 11 4 15.0 30 1121 1390 1525 20.0 12 12 4 15.2 31 1223 1517 1663 25.2 12 12 4 14.6 30 1223 1517 1663 Table F2b Table F4b C END FOOTING END FOOTING CUSE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) Post Height 8ft 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 6 462 462 539 617 694 771 848 925 573 573 669 765 860 956 1051 1147 100 Exposure C 10 psf for patio covers and 20 psf for carports or commercial structures. 8 617 617 617 617 694 771 848 925 765 765 765 765 860 956 1051 1147 100 Exposure C 3.Choose "A". "A" will be limited by maximum louver span. 9 694 694 694 694 694 771 848 925 860 860 860 860 860 956 1051 1147 100 Exposure C 4.Determine maximum "B" from tables on this page 10 771 771 771 771 771 771 848 925 956 956 956 956 956 956 1051 1147 100 Exposure C 5.The maximum "C" is 24'' 11 848 848 848 848 848 848 848 925 1051 1051 1051 1051 1051 1051 1051 1147 100 Exposure C 6.Choose Post Height12 925 925 925 925 925 925 925 980 1147 1147 1147 1147 1147 1147 1147 1215 100 Exposure C 7.Determine Uplift Footing Size. 8.Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8ft 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 allowedmax 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) 6 612 612 713 815 917 1019 1121 1223 758 758 885 1011 1137 1264 1390 1517 115 Exposure C i Determine "Overturning Moment" from tables on this page 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 9 917 917 917 917 917 1019 1121 1223 1137 1137 1137 1137 1137 1264 1390 1517 115 Exposure C specified in Detail Cx18.10 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 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 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 (ft)UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 For Structures using a "B" less than the maximum allowed 6 19 20 21 22 23 24 24 25 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 1 Follow instructions #1-3 above 8 21 22 23 24 25 26 27 28 100 Exposure C (317) 770-0205 2 Choose a "B" less than the maximum allowed 9 21 23 24 25 26 27 28 29 100 Exposure C info@seehomeimp.com 3 The maximum "C" is 24''10 22 24 25 26 27 28 29 30 100 Exposure C 4 Choose Post Height11 23 24 26 27 28 29 30 31 100 Exposure C 5 Determine Overturning Moment by cross indexing "A" and "B"12 24 25 26 28 29 30 31 32 100 Exposure C with the correct height from Table F5 or Table F6 6 Determine Uplift Footing from Table F7 or Table F8 B (ft)Table F8 7 Follow Instruction #9 abovemax A 10 12 14 16 18 20 22 24 (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 C10 24 26 27 28 30 31 32 33 115 Exposure C11 25 27 28 29 31 32 33 34 115 Exposure C12 26 27 29 30 31 33 34 35 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 25 of 37 Gb. Tables for Attached Structures with Louvers Parallel w/ Building Wall max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table G1b Ground Snow Load 30 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 100 Exposure C or Required Cube Footing 8 10 11 Roof 100 Exposure C or Required 8 10 11 Design 115 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment Design 115 Exposure B 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 20.0 27 21 1133 1405 1541 25.2 6 6 8.7 3 19.1 27 21 1090 1352 1482 20.0 8 8 8.0 3 18.2 29 23 1048 1299 1425 25.2 8 8 6.5 3 17.4 29 23 1008 1250 1371 20.0 9 9 7.1 3 17.5 30 24 1015 1258 1380 25.2 9 9 5.8 4 16.7 29 23 976 1211 1328 20.0 10 10 6.4 3 16.9 31 24 985 1221 1339 25.2 10 10 5.2 4 16.1 30 24 949 1176 1290 B 20.0 11 11 5.8 4 16.3 31 25 960 1190 1306 25.2 11 11 4.8 4 15.6 31 25 925 1147 1258 20.0 12 12 5.3 4 15.9 32 25 938 1163 1276 25.2 12 12 4.4 4 15.2 32 25 905 1122 1231 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)MIDDLE FOOTING Roof 115 Exposure C or Required 8 10 11 Roof 115 Exposure C or Required 8 10 11 END FOOTING AAEND FOOTING Design 130 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment Design 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 25.2 6 6 8.7 3 18.6 29 23 1392 1726 1893 20.0 8 8 8.0 3 17.6 30 24 1331 1650 1810 25.2 8 8 6.5 3 16.9 32 25 1287 1595 1750 20.0 9 9 7.1 3 17.0 31 24 1289 1599 1753 25.2 9 9 5.8 4 16.3 32 26 1246 1545 169520.0 10 10 6.4 3 16.4 31 25 1254 1555 1705 25.2 10 10 5.2 4 15.7 33 26 1212 1503 164920.0 11 11 5.8 4 15.9 32 25 1223 1516 1663 25.2 11 11 4.8 4 15.2 34 27 1181 1465 1607 20.0 12 12 5.3 4 15.4 33 26 1195 1482 1625 25.2 12 12 4.4 4 14.8 35 28 1154 1431 1570 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 TABLESPost Height 8ft 10 ft Table G5 1.These instructions are for an Attached LouveRoof Cover withB (ft)B (ft)WITH LOUVERS PARALLEL TO EXISTING WALLmax 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. 6 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 3.Choose "A". "A" will be limited by maximum louver span.8 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 4.Determine maximum "B" from tables on this page9 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 5.The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 10 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C the Max ''C'' is 0'' 11 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 6.Choose Post Height12 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 7.Determine Uplift Footing Size. 8.Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8ft 10 ft Table G6 9.Choose Lateral Force Resisting SystemB (ft)B (ft)a.Moment Frame: Details M1-M6max 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 limit11 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 23 24 25 25 26 27 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 10.Fasten to wall at every header per Detail Cx9 and Required Number of Wall Fasteners8 22 24 25 26 27 28 29 30 100 Exposure C (317) 770-0205 per these tables9 23 25 26 27 28 29 30 31 100 Exposure C info@seehomeimp.com 10 24 25 27 28 29 30 31 32 100 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 11 25 26 28 29 30 31 32 33 100 Exposure C SLAB 1 Follow Instructions #1-3 above.12 25 27 28 30 31 32 33 34 100 Exposure C SLAB 2 Maximum post spacing is "B (on slab)" SLAB 3 The maximum ''C'' is 0" B (ft)Table G8 SLAB 4 Follow Instructions #6-8 above. max A 10 12 14 16 18 20 22 24 SLAB 5 Follow #9 above, embedding into concrete is not an option. (ft)UPLIFT ONLY CUBE FOOTING d (IN) SLAB 6 Fasten to wall at every header per Detail Cx9, Slab attach requires 3 wall fasteners6 22 24 25 26 27 28 29 30 115 Exposure C 8 25 26 28 29 30 31 32 33 115 Exposure C For Structures using a "B" less than the maximum allowed 9 26 27 29 30 31 32 33 34 115 Exposure C 1 Follow instructions #1-3 above10 27 28 30 31 32 33 35 36 115 Exposure C 2 Choose a "B" less than the maximum allowed11 27 29 31 32 33 35 36 37 115 Exposure C 3 The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 12 28 30 32 33 34 36 37 38 115 Exposure C 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 v8 (2018 IBC) 4/6/2021 Page 26 of 37 Ac. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table A1c Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 Design 115 Exposure B Max Width on Max End Overturning Moment Design 115 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)20.0 6 3 21.3 24.0 23 286 354 389 25.2 6 3 17.4 24.0 23 286 354 389 20.0 8 4 16.0 24.0 25 381 473 518 25.2 8 4 13.1 24.0 25 381 473 518 20.0 9 4.5 14.2 24.0 26 429 532 583 25.2 9 4.5 11.6 24.0 26 429 532 58320.0 10 5 12.8 24.0 27 476 591 648 25.2 10 5 10.5 23.5 27 468 580 636 A 20.0 11 5.5 11.6 23.9 28 523 649 711 25.2 11 5.5 9.5 22.7 27 500 620 680 20.0 12 6 10.6 23.3 28 557 690 757 25.2 12 6 8.7 22.1 28 533 660 724 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 or 8 10 11 Roof 115 Exposure C or 8 10 11 END FOOTING B END FOOTING C Design 130 Exposure B Max Width on Max End Overturning Moment Design 130 Exposure B Max Width on Max End Overturning MomentLoad (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 25.2 6 3 17.4 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 25.2 8 4 13.1 24.0 29 470 583 639 ONLY TWO POSTS. 20.0 9 4.5 14.2 24.0 29 529 656 719 25.2 9 4.5 11.6 23.6 30 529 656 719 2.Determine wind and snow loads for structure site area. For zero snow load areas use20.0 10 5 12.8 23.9 30 588 729 799 25.2 10 5 10.5 22.8 30 588 729 799 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 25.2 11 5.5 9.5 22.1 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 25.2 12 6 8.7 21.4 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 HeightUSE 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 8ft 10 ft Table A5 8 Determine Overturning Moment by cross indexing "A" and Post Height B (ft)B (ft)9 Choose Lateral Force Resisting Systemmax 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 higher6 267 267 267 267 267 267 267 286 331 331 331 331 331 331 331 354 100 Exposure C than the Overturning Moment. 8 355 355 355 355 355 355 355 381 441 441 441 441 441 441 441 473 100 Exposure C b.Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 400 400 400 400 400 400 400 429 496 496 496 496 496 496 496 532 100 Exposure C Cx18 (welded steel base plate) 10 444 444 444 444 444 444 444 476 551 551 551 551 551 551 551 591 100 Exposure C i Determine "Overturning Moment" from tables on this page11 489 489 489 489 489 489 489 524 606 606 606 606 606 606 606 650 100 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit12 533 533 533 533 533 533 533 572 661 661 661 661 661 661 661 709 100 Exposure C specified in Detail Cx18. iii.For CONSTRAINED FOOTINGS go to Tables X1 or X2. Cross index the Post Height 8ft 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 C10 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 19 19 20 21 21 22 23 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net For Structures using a "B" less than the maximum allowed8 20 21 21 22 23 24 24 25 100 Exposure C (317) 770-0205 1 Follow instructions #1-3 above 9 21 21 22 23 24 25 25 26 100 Exposure C info@seehomeimp.com 2 Choose a "B" less than the maximum allowed 10 21 22 23 24 25 25 26 27 100 Exposure C 3 The maximum "C" is 24'' 11 22 23 24 25 26 26 27 28 100 Exposure C 4 Choose Post Height12 23 24 25 25 26 27 28 28 100 Exposure C 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 A8max 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 C11 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 v8 (2018 IBC) 4/6/2021 Page 27 of 37 Bc. Tables for Attached Structures with Single Span Louvers with at Least 3 Posts max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table B1c Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 81011 ATTACHED STRUCTURE Design 115 Exposure B Middle End Overturning Moment Design 115 Exposure B 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 27 22 490 608 666 25.2 6 3 8.7 24.0 27 23 490 608 66620.0 8 4 8.0 24.0 30 24 653 810 888 25.2 8 4 6.5 24.0 30 25 653 810 888 20.0 9 4.5 7.1 24.0 31 25 735 911 1000 25.2 9 4.5 5.8 24.0 31 26 735 911 1000 20.0 10 5 6.4 24.0 32 26 817 1013 1111 25.2 10 5 5.2 23.5 32 27 799 991 1087 20.0 11 5.5 5.8 23.9 33 27 896 1111 1219 25.2 11 5.5 4.8 22.7 32 27 850 1054 1157 A20.0 12 6 5.3 23.3 34 27 950 1178 1292 25.2 12 6 4.4 22.1 33 28 902 1118 1226 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 or 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design 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 25 490 608 666 25.2 6 3 8.7 24.0 30 25 490 608 66620.0 8 4 8.0 24.0 33 28 653 810 888 25.2 8 4 6.5 24.0 33 28 653 810 888 INSTRUCTIONS FOR USING THESE TABLES 20.0 9 4.5 7.1 24.0 34 29 735 911 1000 25.2 9 4.5 5.8 23.6 34 29 721 895 981 1.These instructions are for a SINGLE SPAN ATTACHED LouveRoof cover WITH AT 20.0 10 5 6.4 23.9 35 30 812 1007 1105 25.2 10 5 5.2 22.8 35 29 775 961 1054 LEAST 3 POSTS. 20.0 11 5.5 5.8 23.2 36 30 868 1076 1181 25.2 11 5.5 4.8 22.1 36 30 827 1025 1124 2.Determine wind and snow loads for structure site area. For zero snow load areas use20.0 12 6 5.3 22.5 37 31 920 1141 1251 25.2 12 6 4.4 21.4 36 31 876 1086 1191 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 8ft 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 6 267 267 286 327 367 408 449 490 331 331 354 405 456 506 557 608 100 Exposure C a. Moment Frame: Details M1-M6 8 355 355 381 436 490 544 599 653 441 441 473 540 608 675 743 810 100 Exposure C These details are allowed if the moment value shown in the detail is higher9 400 400 429 490 551 612 674 735 496 496 532 608 683 759 835 911 100 Exposure C than the Overturning Moment. 10 444 444 476 544 612 680 749 817 551 551 591 675 759 844 928 1013 100 Exposure C b. Moment Resisting Base Connection: Detail Cx14 (embedded post) or 11 489 489 524 599 674 749 823 898 606 606 650 743 835 928 1021 1114 100 Exposure C Cx18 (welded steel base plate)12 533 533 572 653 735 817 898 980 661 661 709 810 911 1013 1114 1215 100 Exposure C i Determine "Overturning Moment" from tables on this page ii Detail Cx18 may only be used if Overturning Moment is below limit Post Height 8ft 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. 6 353 353 353 353 367 408 449 490 437 437 437 437 456 506 557 608 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index8 470 470 470 470 490 544 599 653 583 583 583 583 608 675 743 810 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 9 529 529 529 529 551 612 674 735 656 656 656 656 683 759 835 911 115 Exposure C Moment to determine allowable footing sizes. 10 588 588 588 588 612 680 749 817 729 729 729 729 759 844 928 1013 115 Exposure C 10 Fasten to wall as per Detail Cx611 646 646 646 646 674 749 823 898 801 801 801 801 835 928 1021 1114 115 Exposure C12 705 705 705 705 735 817 898 980 874 874 874 874 911 1013 1114 1215 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 23 24 25 25 26 27 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net SLAB 5 Fasten to wall as per Detail Cx6 8 22 24 25 26 27 28 29 30 100 Exposure C (317) 770-02059 23 25 26 27 28 29 30 31 100 Exposure C info@seehomeimp.com For Structures using a "B" less than the maximum allowed10 24 25 27 28 29 30 31 32 100 Exposure C 1 Follow instructions #1-3 above 11 25 26 28 29 30 31 32 33 100 Exposure C 2 Choose a "B" less than the maximum allowed 12 25 27 28 30 31 32 33 34 100 Exposure C 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 above8 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 C12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 28 of 37 Cc. Tables for Attached Structures with Multi Span Louvers and Single Span Headers max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table C1c Ground Snow Load 30 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 100 Exposure C or Required Required Cube Footing 8 10 11 Roof 100 Exposure C or Required Required Cube Footing 8 10 11 Design 115 Exposure B # of Return # of Wall End Overturning Moment Design 115 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 23.3 27 533 661 725 25.2 6 6 1 3 22.1 26 533 661 72520.0 8 8 2 3 21.2 29 711 881 967 25.2 8 8 2 4 20.1 28 711 881 967 20.0 9 9 2 4 20.3 29 800 992 1088 25.2 9 9 3 4 19.3 29 800 992 108820.0 10 10 3 4 19.6 30 889 1102 1208 25.2 10 10 3 4 18.6 29 889 1102 1208 20.0 11 11 4 4 19.0 31 977 1212 1329 25.2 11 11 4 5 18.0 30 977 1212 1329 A20.0 12 12 4 4 18.5 31 1066 1322 1450 25.2 12 12 5 5 17.5 31 1066 1322 1450 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)BThis header requires 1 beam 'c' < OR use number of Roof 115 Exposure C or Required Required Cube Footing 8 10 11 Roof 115 Exposure C or Required Required Cube Footing 8 10 11 Return Beams. Design 130 Exposure B # of Return # of Wall End Overturning Moment Design 130 Exposure B # of Return # of Wall End Overturning MomentLoad (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 25.2 6 6 1 3 21.4 29 705 874 95920.0 8 8 2 3 20.5 31 940 1166 1278 25.2 8 8 2 4 19.5 31 940 1166 1278 A 20.0 9 9 2 4 19.6 32 1058 1311 1438 25.2 9 9 2 4 18.8 32 1058 1311 143820.0 10 10 3 4 19.0 33 1175 1457 1598 25.2 10 10 3 4 18.1 32 1175 1457 159820.0 11 11 4 4 18.4 34 1293 1603 1758 25.2 11 11 3 5 17.5 33 1293 1603 1758 20.0 12 12 4 4 17.8 34 1410 1749 1918 25.2 12 12 4 5 17.0 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 psfmax 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.6 533 533 533 533 533 533 533 533 661 661 661 661 661 661 661 661 100 Exposure C 4 Determine maximum "B" from tables on this page 8 711 711 711 711 711 711 711 711 881 881 881 881 881 881 881 881 100 Exposure C 5 The maximum "C" is 24''9 800 800 800 800 800 800 800 800 992 992 992 992 992 992 992 992 100 Exposure C 6 Choose Post Height 10 889 889 889 889 889 889 889 889 1102 1102 1102 1102 1102 1102 1102 1102 100 Exposure C 7 Determine Uplift Footing Size. 11 977 977 977 977 977 977 977 977 1212 1212 1212 1212 1212 1212 1212 1212 100 Exposure C 8 Determine Overturning Moment by cross indexing "A" and Post Height 12 1066 1066 1066 1066 1066 1066 1066 1066 1322 1322 1322 1322 1322 1322 1322 1322 100 Exposure C 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 23 24 25 25 26 27 100 Exposure C 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 24 25 26 27 28 29 30 100 Exposure C (317) 770-0205 and see Detail Cx9 for additional connection requirements 9 23 25 26 27 28 29 30 31 100 Exposure C info@seehomeimp.com 12 Fasten to wall as per Detail Cx610 24 25 27 28 29 30 31 32 100 Exposure C 11 25 26 28 29 30 31 32 33 100 Exposure C For Structures using a "B" less than the maximum allowed12 25 27 28 30 31 32 33 34 100 Exposure C 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 C68 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 above10 26 28 29 30 32 33 34 35 115 Exposure C 11 27 28 30 31 33 34 35 36 115 Exposure C12 28 29 31 32 34 35 36 37 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 29 of 37 Dc. Tables for Freestanding Structures with Single Span Louvers with 4 posts max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table D1c Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 CDesign 115 Exposure B End Overturning Moment Design 115 Exposure B 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 20 1079 1338 1467 25.2 6 3 24.0 20 1079 1338 1467 20.0 8 4 24.0 21 1079 1338 1467 25.2 8 4 24.0 21 1079 1338 1467 20.0 9 4.5 24.0 22 1079 1338 1467 25.2 9 4.5 24.0 22 1079 1338 1467 20.0 10 5 24.0 23 1079 1338 1467 25.2 10 5 23.2 23 1048 1299 1425 20.0 11 5.5 23.6 24 1065 1321 1448 25.2 11 5.5 22.4 23 1018 1262 1384 20.0 12 6 22.9 24 1099 1363 1495 25.2 12 6 21.8 24 1053 1306 1432 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 or 8 10 11 Roof 115 Exposure C or 8 10 11Design 130 Exposure B End Overturning Moment Design 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 25.2 6 3 24.0 22 1427 1769 1941 20.0 8 4 24.0 24 1427 1769 1941 25.2 8 4 24.0 24 1427 1769 1941 20.0 9 4.5 24.0 25 1427 1769 1941 25.2 9 4.5 23.3 25 1389 1723 1890 20.0 10 5 23.5 26 1401 1737 1905 25.2 10 5 22.4 25 1346 1669 1831 END FOOTING B END FOOTING 20.0 11 5.5 22.8 26 1365 1693 1856 25.2 11 5.5 21.7 26 1312 1627 178420.0 12 6 22.1 27 1332 1652 1812 25.2 12 6 21.1 26 1281 1588 1742 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'' 6 539 617 694 771 848 925 1002 1079 669 765 860 956 1051 1147 1242 1338 100 Exposure C 6 Choose Post Height8 544 653 762 871 980 1089 1198 1307 675 810 945 1080 1215 1350 1485 1620 100 Exposure C 7 Determine Uplift Footing Size. 9 612 735 857 980 1102 1225 1347 1470 759 911 1063 1215 1367 1519 1671 1823 100 Exposure C 8 Determine Overturning Moment by cross indexing "A" and Post Height 10 680 817 953 1089 1225 1361 1497 1633 844 1013 1181 1350 1519 1688 1856 2025 100 Exposure C 9 Lateral Force Resisting System is Detail Cx14 or Cx18 11 749 898 1048 1198 1347 1497 1647 1796 928 1114 1299 1485 1671 1856 2042 2228 100 Exposure C a.Moment Frame Details M1-M6 are not allowed12 817 980 1143 1307 1470 1633 1796 1960 1013 1215 1418 1620 1823 2025 2228 2430 100 Exposure C 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 1225 1347 1470 885 1011 1137 1264 1390 1519 1671 1823 115 Exposure C iv. For NON CONSTRAINED FOOTINGS go to Table X3 or X4. Cross index10 713 817 953 1089 1225 1361 1497 1633 885 1013 1181 1350 1519 1688 1856 2025 115 Exposure C the required footing size from #7 (Uplift Footing Size) and Overturning 11 749 898 1048 1198 1347 1497 1647 1796 928 1114 1299 1485 1671 1856 2042 2228 115 Exposure C Moment to determine allowable footing sizes.12 817 980 1143 1307 1470 1633 1796 1960 1013 1215 1418 1620 1823 2025 2228 2430 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 16 17 17 18 19 19 20 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 4 Choose Post Height 8 17 18 19 19 20 20 21 21 100 Exposure C (317) 770-0205 5 Determine Overturning Moment by cross indexing "A" and "B" 9 18 19 19 20 21 21 22 22 100 Exposure C info@seehomeimp.com with the correct height from Table D5 or Table D6 10 18 19 20 21 21 22 23 23 100 Exposure C 6 Determine Uplift Footing from Table D7 or Table D8 11 19 20 21 21 22 23 23 24 100 Exposure C 7 Follow Instruction #9 above 12 20 20 21 22 23 23 24 25 100 Exposure C B (ft)Table D8max 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 C9 19 20 21 21 22 23 23 24 115 Exposure C 10 20 21 21 22 23 24 24 25 115 Exposure C11 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 v8 (2018 IBC) 4/6/2021 Page 30 of 37 Ec. Tables for Freestanding Structures with Single Span Louvers with at least 6 posts max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table E1c Ground Snow Load 30 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 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11Design 115 Exposure B Middle End Overturning Moment Design 115 Exposure B 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 23 20 1850 2294 2515 25.2 6 3 24.0 23 20 1850 2294 251520.0 8 4 24.0 26 21 1850 2294 2515 25.2 8 4 24.0 26 21 1850 2294 2515 20.0 9 4.5 24.0 27 22 1850 2294 2515 25.2 9 4.5 24.0 27 22 1850 2294 2515 20.0 10 5 24.0 28 23 1850 2294 2515 25.2 10 5 23.2 27 23 1787 2216 243120.0 11 5.5 23.6 28 24 1822 2259 2477 25.2 11 5.5 22.4 28 23 1728 2142 2349 A20.0 12 6 22.9 29 24 1766 2190 2402 25.2 12 6 21.8 28 24 1679 2083 2284 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 or 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design 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 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 25.2 6 3 24.0 26 22 2446 3033 3327 20.0 8 4 24.0 29 24 2446 3033 3327 25.2 8 4 24.0 29 24 2446 3033 3327 INSTRUCTIONS FOR USING THESE TABLES20.0 9 4.5 24.0 30 25 2446 3033 3327 25.2 9 4.5 23.3 30 25 2371 2940 3225 1.These instructions are for a SINGLE SPAN FREESTANDING LouveRoof cover 20.0 10 5 23.5 31 26 2394 2968 3255 25.2 10 5 22.4 30 25 2285 2833 3107 WITH AT LEAST 6 POSTS. 20.0 11 5.5 22.8 31 26 2322 2880 3158 25.2 11 5.5 21.7 31 26 2216 2748 3014 2.Determine wind and snow loads for structure site area. For zero snow load areas20.0 12 6 22.1 32 27 2256 2798 3069 25.2 12 6 21.1 31 26 2154 2671 2930 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 6 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C a.Moment Frame Details M1-M6 are not allowed 8 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C b.Moment Resisting Base Connection: Detail Cx14 (embedded post) or 9 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C Cx18 (welded steel base plate) 10 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C i Determine "Overturning Moment" from tables on this page11 848 925 1079 1233 1387 1541 1695 1850 1051 1147 1338 1529 1720 1911 2102 2294 100 Exposure C ii Detail Cx18 may only be used if Overturning Moment is below limit 12 925 925 1079 1233 1387 1541 1695 1850 1147 1147 1338 1529 1720 1911 2102 2294 100 Exposure C 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 allowed12 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 19 20 20 21 22 23 23 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 7 Follow Instruction #9 above8 19 20 21 22 23 24 25 26 100 Exposure C (317) 770-0205 9 20 21 22 23 24 25 26 27 100 Exposure C info@seehomeimp.com 10 21 22 23 24 25 26 27 28 100 Exposure C 11 21 23 24 25 26 27 28 29 100 Exposure C 12 22 23 25 26 27 28 29 29 100 Exposure C B (ft)Table E8max 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 C9 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 C12 24 25 26 28 29 30 31 32 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 31 of 37 Fc. Tables for Freestanding Structures with Multi Span Louvers and Single Span Headers max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table F1c Ground Snow Load 30 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 100 Exposure C or Required Cube Footing 8 10 11 Roof 100 Exposure C or Required Cube Footing 8 10 11 Design 115 Exposure B # of Return Exterior Overturning Moment Design 115 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 21.9 24 845 1048 1150 25.2 6 6 1 21.0 24 807 1001 1098 20.0 8 8 2 19.9 26 768 952 1044 25.2 8 8 2 19.1 25 734 910 999 20.0 9 9 2 19.2 26 738 915 1004 25.2 9 9 3 18.3 26 705 875 95920.0 10 10 3 18.5 27 771 956 1048 25.2 10 10 3 17.7 27 771 956 1048 A20.0 11 11 3 17.9 28 848 1051 1153 25.2 11 11 4 17.1 27 848 1051 1153 20.0 12 12 4 17.4 28 925 1147 1258 25.2 12 12 5 16.6 28 925 1147 1258 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)BThis header requires 1 beam 'c'<use required number Roof 115 Exposure C or Required Cube Footing 8 10 11 Roof 115 Exposure C or Required Cube Footing 8 10 11 of Return Beams Design 130 Exposure B # of Return Exterior Overturning Moment Design 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 25.2 6 6 1 20.4 26 1039 1288 1413 A 20.0 8 8 2 19.3 28 981 1217 1334 25.2 8 8 2 18.5 28 943 1169 128220.0 9 9 2 18.6 29 945 1172 1286 25.2 9 9 3 17.8 29 917 1137 124820.0 10 10 3 17.9 30 1019 1264 1386 25.2 10 10 3 17.2 30 1019 1264 138620.0 11 11 3 17.3 31 1121 1390 1525 25.2 11 11 4 16.6 30 1121 1390 1525 20.0 12 12 4 16.9 31 1223 1517 1663 25.2 12 12 5 16.2 31 1223 1517 1663 Table F2c Table F4c C END FOOTING END FOOTING CUSE THE BELOW TABLES WHEN USING A 'B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 psf) Post Height 8ft 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 6 462 462 539 617 694 771 848 925 573 573 669 765 860 956 1051 1147 100 Exposure C 10 psf for patio covers and 20 psf for carports or commercial structures. 8 617 617 617 617 694 771 848 925 765 765 765 765 860 956 1051 1147 100 Exposure C 3.Choose "A". "A" will be limited by maximum louver span. 9 694 694 694 694 694 771 848 925 860 860 860 860 860 956 1051 1147 100 Exposure C 4.Determine maximum "B" from tables on this page 10 771 771 771 771 771 771 848 925 956 956 956 956 956 956 1051 1147 100 Exposure C 5.The maximum "C" is 24'' 11 848 848 848 848 848 848 848 925 1051 1051 1051 1051 1051 1051 1051 1147 100 Exposure C 6.Choose Post Height12 925 925 925 925 925 925 925 980 1147 1147 1147 1147 1147 1147 1147 1215 100 Exposure C 7.Determine Uplift Footing Size. 8.Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8ft 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 allowedmax 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) 6 612 612 713 815 917 1019 1121 1223 758 758 885 1011 1137 1264 1390 1517 115 Exposure C i Determine "Overturning Moment" from tables on this page 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 9 917 917 917 917 917 1019 1121 1223 1137 1137 1137 1137 1137 1264 1390 1517 115 Exposure C specified in Detail Cx18.10 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 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 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 (ft)UPLIFT ONLY CUBE FOOTING d (IN) Suite 300 Lynchburg, VA 24503 For Structures using a "B" less than the maximum allowed 6 19 20 21 22 23 24 24 25 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 1 Follow instructions #1-3 above 8 21 22 23 24 25 26 27 28 100 Exposure C (317) 770-0205 2 Choose a "B" less than the maximum allowed 9 21 23 24 25 26 27 28 29 100 Exposure C info@seehomeimp.com 3 The maximum "C" is 24''10 22 24 25 26 27 28 29 30 100 Exposure C 4 Choose Post Height11 23 24 26 27 28 29 30 31 100 Exposure C 5 Determine Overturning Moment by cross indexing "A" and "B"12 24 25 26 28 29 30 31 32 100 Exposure C with the correct height from Table F5 or Table F6 6 Determine Uplift Footing from Table F7 or Table F8 B (ft)Table F8 7 Follow Instruction #9 abovemax A 10 12 14 16 18 20 22 24 (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 C10 24 26 27 28 30 31 32 33 115 Exposure C11 25 27 28 29 31 32 33 34 115 Exposure C12 26 27 29 30 31 33 34 35 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021 Page 32 of 37 Gc. Tables for Attached Structures with Louvers Parallel w/ Building Wall max Ss= 50% Seismic Design Category C Ground Snow Load 20 psf Table G1c Ground Snow Load 30 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 100 Exposure C or Required Cube Footing 8 10 11 Roof 100 Exposure C or Required 8 10 11 Design 115 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment Design 115 Exposure B 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 28 22 1236 1533 1681 25.2 6 6 8.7 3 21.2 27 22 1188 1473 1616 20.0 8 8 8.0 3 20.2 30 24 1141 1415 1552 25.2 8 8 6.5 4 19.3 29 23 1098 1361 1493 20.0 9 9 7.1 4 19.4 31 24 1105 1370 1502 25.2 9 9 5.8 4 18.5 30 24 1062 1317 1445 20.0 10 10 6.4 4 18.7 31 25 1072 1329 1457 25.2 10 10 5.2 4 17.8 31 25 1031 1279 1403 B 20.0 11 11 5.8 4 18.1 32 26 1044 1295 1420 25.2 11 11 4.8 5 17.3 32 25 1006 1247 1368 20.0 12 12 5.3 4 17.6 33 26 1020 1264 1387 25.2 12 12 4.4 5 16.8 32 26 983 1219 1337 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)MIDDLE FOOTING Roof 115 Exposure C or Required 8 10 11 Roof 115 Exposure C or Required 8 10 11 END FOOTING AAEND FOOTING Design 130 Exposure B Max B (ft) # of Wall Max Middle End Overturning Moment Design 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 25.2 6 6 8.7 3 20.7 30 24 1517 1881 2063 20.0 8 8 8.0 3 19.5 31 24 1449 1797 1971 25.2 8 8 6.5 4 18.8 32 26 1400 1736 1904 20.0 9 9 7.1 3 18.8 32 25 1403 1740 1908 25.2 9 9 5.8 4 18.0 33 26 1355 1681 184320.0 10 10 6.4 4 18.2 32 26 1364 1691 1855 25.2 10 10 5.2 4 17.4 34 27 1317 1634 179220.0 11 11 5.8 4 17.6 33 26 1329 1648 1808 25.2 11 11 4.8 4 16.9 35 28 1283 1591 1745 20.0 12 12 5.3 4 17.1 34 27 1299 1610 1766 25.2 12 12 4.4 5 16.4 36 28 1253 1554 1704 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 TABLESPost Height 8ft 10 ft Table G5 1.These instructions are for an Attached LouveRoof Cover withB (ft)B (ft)WITH LOUVERS PARALLEL TO EXISTING WALLmax 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. 6 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 3.Choose "A". "A" will be limited by maximum louver span.8 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 4.Determine maximum "B" from tables on this page9 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 5.The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 10 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C the Max ''C'' is 0'' 11 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 6.Choose Post Height12 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C 7.Determine Uplift Footing Size. 8.Determine Overturning Moment by cross indexing "A" and Post Height Post Height 8ft 10 ft Table G6 9.Choose Lateral Force Resisting SystemB (ft)B (ft)a.Moment Frame: Details M1-M6max 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 limit11 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 23 24 25 25 26 27 100 Exposure C Noblesville, IN 46060 carlputnam@comcast.net 10.Fasten to wall at every header per Detail Cx9 and Required Number of Wall Fasteners8 22 24 25 26 27 28 29 30 100 Exposure C (317) 770-0205 per these tables9 23 25 26 27 28 29 30 31 100 Exposure C info@seehomeimp.com 10 24 25 27 28 29 30 31 32 100 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 11 25 26 28 29 30 31 32 33 100 Exposure C SLAB 1 Follow Instructions #1-3 above.12 25 27 28 30 31 32 33 34 100 Exposure C SLAB 2 Maximum post spacing is "B (on slab)" SLAB 3 The maximum ''C'' is 0" B (ft)Table G8 SLAB 4 Follow Instructions #6-8 above. max A 10 12 14 16 18 20 22 24 SLAB 5 Follow #9 above, embedding into concrete is not an option. (ft)UPLIFT ONLY CUBE FOOTING d (IN) SLAB 6 Fasten to wall at every header per Detail Cx9, Slab attach requires 3 wall fasteners6 22 24 25 26 27 28 29 30 115 Exposure C 8 25 26 28 29 30 31 32 33 115 Exposure C For Structures using a "B" less than the maximum allowed 9 26 27 29 30 31 32 33 34 115 Exposure C 1 Follow instructions #1-3 above10 27 28 30 31 32 33 35 36 115 Exposure C 2 Choose a "B" less than the maximum allowed11 27 29 31 32 33 35 36 37 115 Exposure C 3 The maximum ''C'' is 24'' IF DETAIL Cx14 or Cx18 are used, if Details M1-M6 are used 12 28 30 32 33 34 36 37 38 115 Exposure C 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 v8 (2018 IBC) 4/6/2021 Page 33 of 37 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 W1Live Load Ground Snow Loads10 20 25 30 psf 35.7 psf 42 psf 50 psf 60 psfRoof Design+ Dead Load13.5 psf 23.5 psf 24.5 psf 28.7 psf 33.5 psf 38.8 psf 45.5 psf 53.9 psf WindNumber of Fasteners per 24 in or lessWind Speed and Exposure Uplift12312312312312312312323Load (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 12100 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 12105 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 12110 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 12115 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 12120 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 12130 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 1295 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 12100 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 12105 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 12110 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 12115 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 12120 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 12130 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 12140 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 12150 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 12160 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 12LouveRoof, LLCCarl Putnam, PE14560 Bergen Boulevard 3441 Ivylink PlaceSuite 300Lynchburg, VA 24503Noblesville, IN 46060carlputnam@comcast.net(317) 770-0205info@seehomeimp.comLouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 34 of 37 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 35001818 19 20 21 22 22 23 24 24 25 25 26 26 27 27 27 28 28 29 30 30 31 32 322020 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 322323 23 23 23 23 23 23 24 24 25 25 26 26 27 27 27 28 28 29 30 30 31 32 322424 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 322727 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 28 28 29 30 30 31 32 322828 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 323131 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 32 323232 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 343535 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 353636 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 383939 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 X2Uplift 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 14x14x432124x24x16 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 18x18x402431x31x14 29x29x16 28x28x18 27x27x19 26x26x20 25x25x21 25x25x22 24x24x23 24x24x24 23x23x25 23x23x26 23x23x27 22x22x28 22x22x28 22x22x29 22x22x30 21x21x30 21x21x31 21x21x32 20x20x34 20x20x35 20x20x36 19x19x38 19x19x392533x33x14 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 23x23x362841x41x13 39x39x15 37x37x16 36x36x17 34x34x19 34x34x20 33x33x20 32x32x21 31x31x22 31x31x23 30x30x24 30x30x24 30x30x25 29x29x26 29x29x26 29x29x27 28x28x28 28x28x28 27x27x30 27x27x31 26x26x32 26x26x33 25x25x34 25x25x352943x43x13 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 30x30x333252x52x12 49x49x14 47x47x15 45x45x16 44x44x17 43x43x18 42x42x19 41x41x20 40x40x20 39x39x21 39x39x22 38x38x23 38x38x23 37x37x24 37x37x24 36x36x25 36x36x25 36x36x26 35x35x27 34x34x28 33x33x30 33x33x31 32x32x32 32x32x333355x55x12 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 37x37x313664x64x1261x61x13 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 45x45x294078x78x12 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, PE2 The mimimim depth of a footing is 12"14560 Bergen Boulevard 3441 Ivylink Place3 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) 770-0205Example 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 v8 (2018 IBC) 4/6/2021 Page 35 of 37 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 35001821 22 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 382021 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 382323 23 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 382424 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 382727 27 27 27 27 27 27 28 29 29 30 31 31 32 32 33 33 33 34 35 36 37 38 382828 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 383131 31 31 31 31 31 31 31 31 31 31 31 31 32 32 33 33 33 34 35 36 37 38 383232 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 383535 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 36 37 38 383636 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 383939 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 X4Uplift 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 10x10x712119x19x22 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 13x13x642424x24x20 23x23x23 22x22x25 21x21x28 20x20x29 20x20x31 19x19x33 19x19x35 18x18x36 18x18x37 18x18x39 17x17x40 17x17x41 17x17x43 17x17x44 16x16x45 16x16x46 16x16x47 16x16x50 15x15x53 15x15x55 15x15x57 14x14x59 14x14x622526x26x20 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 18x18x562833x33x18 31x31x21 29x29x23 28x28x25 27x27x26 26x26x28 26x26x30 25x25x31 25x25x32 24x24x34 24x24x35 23x23x36 23x23x37 23x23x38 22x22x39 22x22x40 22x22x41 22x22x42 21x21x45 20x20x47 20x20x49 20x20x51 19x19x53 19x19x552935x35x18 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 23x23x513242x42x17 40x40x19 38x38x21 36x36x23 35x35x24 34x34x26 33x33x27 32x32x28 32x32x30 31x31x31 31x31x32 30x30x33 30x30x34 29x29x35 29x29x36 28x28x37 28x28x38 28x28x39 27x27x41 26x26x43 26x26x45 25x25x46 25x25x48 24x24x503345x45x16 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 29x29x473653x53x1649x49x18 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 36x36x434064x64x14 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, PE2 The mimimim depth of a footing is 12"14560 Bergen Boulevard 3441 Ivylink Place3 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) 770-0205Example 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 v8 (2018 IBC) 4/6/2021 Page 36 of 37 Y. REQUIRED FASTENERS FOR POST CONNECTIONS AND RETURN BEAM ALTERNATIVESTABLE Y1Required Number of TABLE Y2Required Number of NomenclatureFasteners for Shearing Loads Fasteners for Tensile LoadsSDS= SELF DRILLING SCREWmin t (in) >>>>>0.125 0.125 0.125 0.1875min t (in) >>>>>0.125 0.125 0.125 0.1875 0.1875 BOLT= ASTM A307 STEEL BOLTV1 V2 V3 V4 T1 T2 T3 T4 T5 ALL BOLTS REQUIRE A STEEL WASHERUplift Net 625 1442 1923 2651 Uplift Net 266 721 962 1082 1442 EQUAL TO TWICE THE BOLT DIAMETERFooting 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 connectiond (in) (lbf) SDS Bolt Bolt Bolt d (in) (lbf) SDS Bolt Bolt Bolt Bolt for tensile connections look at bracket and header204171111 2041721111for shear connections look at post and bracket214821111 2148221111Shearing Load = load is transverse to the fastener axis225551111 2255531111Tensile Load = load is parallel to the fastener axis236342111 2363431111247202111 2472031111258142111 2581442111INSTRUCTIONS269152111 26915421111 Know the required UPLIFT footing, "d", from the tables in sections A-G27 10252111 271025422112 Determine the minimum metal thickness, "min t", of the connection28 11432111 281143522213 Cross index the "d" and the desired fastener with the correct "min t"29 12703111 291270522214 Choose a fastener pattern that is symmetric. If double beam30 14063111 30140662221(detail Cx7) then split the fasteners evenly among them31 15523211 311552632225You may need to add a fastener to ensure they are evenly divided.32 17073211 321707732226 The minimum spacing between fasteners is 4x the root diameter 33 18723211 33187283222(#14 SDS = 0.25") of the fastener34 20474221 342047833227 Minimum edge distance is 2x the root diameter of the fastener35 22334221 352233943328 All horizontal fasteners in post connections must comply only with Table Y136 24304221 362430 1043329 For posts using Detail Cx14 (post embedded in footing) or Cx18 (welded 37 26385221 372638 104332steel base plate) all vertical fasteners must comply with Table Y238 28585222 382858 11433210 For posts not using Detail Cx14 or Cx18 then all vertical fasteners must39 30905322 393090 125433comply with Table Y2 AND the appopriate Detail of M1-M6.40 33336322 403333 13544341 35906322 413590 145443LouveRoof, LLCCarl Putnam, PE42 38597332 423859 15654314560 Bergen Boulevard 3441 Ivylink Place43 41417332 434141 166543Suite 300Lynchburg, VA 2450344 44378432 444437 177554Noblesville, IN 46060carlputnam@comcast.net45 47468432 454746 187554(317) 770-020546 50709432 465070 208654info@seehomeimp.com47 54079433 475407 21865448 5760 10 4 3 3 48 5760 22866449 6128 10 5 4 3 49 6128 24976550 6510 11 5 4 3 50 6510 25 10 7 7 5Table Y3 Allowed Substution for Multiple Return Beams0.125"x2x8's required (Detail S2) 2 3 4 5 6 7 80.25"x4x8's required (Detail S13) 1 2 2 2 3 3 3LouveRoof Standard Plan v8 (2018 IBC) 4/6/2021Page 37 of 37