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HomeMy WebLinkAboutEngineered letter ` RF C�cl�O DocuSign Envelope ID:E10124AA-BCC2-4D64-9506-59AC33AD92F1 0, 71 FL Design Build Inspect S<<tINQ CRC13 31263 1 AA26003142 I H110776 0 P� _. Architecture+ Construction + Home Inspection ��Cov�,rt��,,,772.321.4500 frank.liebler@gmail.com 3/3/21 To: St Lucie County Building Department Re: permit#2007-0754,siding On 11/3/20, 1 personally inspected the unpermitted siding project. All 4 walls of the 2nd story has been recovered with new hardi plank siding. The extg siding was removed, the extg '/z" ply sheathing remained as is, a new WRB consisting of 30#felt applied horizontally w/2" lap @ horizontal joints &6" @ vertical joints was added. The top strip has been left off for further inspection. Items are per the FBCR-2020. See attached product approval affidavit and wind pressure chart. Needs a continuous skirt board to cover space between bottom of siding &top of sidewall flashing, check @ final. PALE COPY lexttEED Thank you, "'*DE COMPLIANCE EDocuSigned by, ,��OF F(O4 R' ST. L UCIE C® �NTY rOU/l U�WI �? G15 R L/FB 9 4 3 0\J I E935FAF3GE92486... —�,— 3/3/2021 P AR97108 ;v RED ARG� Frank Liebler Owner/Architect/Contractor FL Design Build Inspect Construction+Architecture+Home Inspection CRC1331263 I AA26003142 I H110776 frank.liebler@gmail.com c 772.321.4500 BLDG DEPT CORRESPONDENCE 1 of 1 DocuSign Envelope ID:E10124AA-BCC2-4DB4-9506-59AC33AD92F1 PRODUCT APPROVAL AFFIDAVIT ITEM BUILDING DP 2 PRODUCT DP MFR MODEL APPROVAL# FASTNERSG SIDING 477 ;47.9 JaMes'Hardi Harc i Plank;5/16 x.5 25" FL 13192 2 2 3/8"z,,113 @,16"oc blind , ,._ . . �. 7.1 have reviewed the above components or cladding and I have approved their use in this structure.These products provide adequate resistance to the wind loads and forces specified by current code provisions. FRANK LIEBLER,ARCHITECT(AR97108) '��•O.F.F�O� GIs P. DEr. ocuSigned by: 4P' �e46,p aR9i aIA �lL ,V _*08 . ios 35FAF3OE92488... �'/S''••......•••'�\ 3/3/2021 TF/�EDARG DocuSign Envelope ID:E10124AA-BCC2-4DB4-9506-59AC33AD92F1 Gient James Handle Building Pmducls,Inc. CAE Engineering Report No.:2001-10.2.1 Decemb¢r 1,2020 Page 10 of" TABLE 7-MAXIMUM WINO SPEEDS MPH HARDIEPLANK LAP SIDING' \��`\,1DRE // 2B17UD2DFeDesign / IBC(Ultimate Design 2017/2020 FBC \\\ PN•---•�'T Wind,Speed,V,as), 2DIS12018 IBC - �� J �CEN1`'q /j 2018 IBC(Basic (Nominal Design W d - �' F,` Design Wind Speed, Speed,V., ) i vs. *; No.81662 j •9 i ' Applicable to methods Applicable to methodsj /Z !� specified In Section speuTi¢d in i�01 STATE OF �S/sZZ` i 1609.7.1.0/2017 FBC, Eacepticns 1 through �F'•��OR10P/\��� 2020 FBC or IBC 0152078 3 of 012017 FBI D,202o Fec / s ''•- (!\\\ and2015ni I. ONAL S: \�\ . _-(Coe8lcknh used In Table fi calculations IorV_ 1111II I�11� Wind e,posum Wind exposure category wte9ory Siding Kr Product Fastener Fastener Frame Stud Building Design Product Thickness Spacing Heigh Spacing B C D B C 0 Load (inches) (In hes) Type2 Spacing Type (inches ) (feet) (PSF) Eap B Etp C Eap D Ka K� GC GCy 0-15 182 165 160 141 128 116 -47.9 0.7 0.85 1.03 h160 1 0.85 -1 02 20 182 161 147 141 124 114 -47.9 0.7 0.9 1.08 1 0.85 -1 0.2 0.093 25 182 157 1" 141 122 112 47.9 0.7 0.94 1.72 1 0.85 -1 0.2 shank X 30 182 154 142 141 119 110 47.9 0.7 0.98 1.16 1 0.85 -1 0.2 0.222'HD 2%4 35 178 152 140 138 117 108 -47.9 0.73 1.01 1'19 1 0.85 -1 0.2 HardioPlank 5/16 5.25 Blind nail Wood 16 40 175 149 138 135 lift 107 -47.9 0.76 1.04 1.22 1 0.85 -7 0.2 X 2.0'Icng SPF 45 172 148 137 133 114 106 -47.9 0.79 1.07 1.25 1 0.85 -1 0.2 galy. 50 169 146 135 131 113 105 -47.9 0.87 1.09 1.27 1 0.85 -1 0.2 Siding nail 55 167 145 134 130 112 104 47.9 0.83 1.11 1229 1 0.85 -1 0.2 60 165 143 133 128 111 103 -47.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 137 121 114 106 94 88 47.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 163 148 34 126 15 04 -38.3 0.7 0.85 1.03 hs60 1 0.85 -1 0.2 20 163 1" 131 126 171 102 .38.3 0.7 0.9 1.08 1 0.85 -7 0.2 0.093' 25 163 141 129 126 109 100 -38.3 0.7 0.94 1.12 1 0.95 -1 0.2 shank 30 163 138 127 126 107 98 -30.3 0.7 0.98 1.16 1 0.85 -1 0.2 .022Y HD 2X4 35 160 136 125 124 105 97 -38.3 0.73 1.01 1.19 1 0.85 -1 0.2 HardiePlank 5116 6.25 Blind nail Wood 16 40 156 134 123 121 104 96 -38.3 0.76 1.04 1.22 1 0.85 -1 0.2 g X 2al long SPF 45 154 132 122 119 102 95 -38.3 0.79 1.07 1.25 1 0.85 -1 0.2 aly. 50 157 131 121 117 101 94 .38.3 0.81 1.09 1.27 1 0.85 -1 0.2 Siding nail 55 150 129 120 116 100 93 -38.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 148 128 119 115 99 92 -30.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 122 95 -383 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 149 135 123 115 105 95 -31.9 0.7 0.85 1.03 M60 1 0.85 -1 0.2 20 149 131 120 115 102 93 -31.9 0.7 0.9 1.08 1 0.85 -1 02 0.093' 25 149 128 118 115 99 91 -31.9 0.7 0.94 1.12 1 0.85 -1 0.2 shank 30 149 126 116 115 97 89 -31.9 0.7 0.98 1.16 1 0.85 -1 0.2 0.222'HD 2X6 35 146 124 114 113 96 88 .31.9 0.73 1.01 7.19 1 0.05 -1 0.2 HardiePlank 5/16 7.25 Blind nail Wood 16 40 143 122 113 111 95 87 -31.9 0.76 1.04 1.22 N 0.85 -7 0.2 %2god, g SPF 45 140 121 112 109 93 86 �1.9 0.79 1.07 1.25 0.85 -1 0.2 galy. 50 138 119 110 107 92 86 �1.9 0.81 1.09 1.27 0.85 -1 0.2 Siding nail 55 137 118 106 91 -31.9 0.83 1.11 1.29 0.85 -1 0.260 135 117 10591 -31.9 0.85 1.13 1.310.85 -1 0.2 100 112 87 -31.9 0.99 1.26 1.43 h>fi0 7 0.85 -2 0.2 0-15 146 3 0 113 10 93 -30.7 0.7 0.85 1.03 h560 7 0.85 -1 0.2 20 146 129 117 113 100 91 -30.7 0.7 0.9 1.08 7 0.85 -1 0.2 0.093' 25 146 126 115 113 97 89 -30.7 0.7 0.94 1.12 7 0.85 -1 0.2 shank 30 146 123 113 113 95 88 -30.7 0.7 0.98 1.16 1 0.85 -1 0.2 0.22Y MD 2%4 35 143 121 112 771 94 87 -30.7 0.73 1.01 1.19 1 0.85 -7 0.2 HardiePlank 5116 7.5 Blind nail Wood 16 40 140 120 110 108 93 86 -30.7 0.76 1.04 1.22 1 0.85 -1 0.2 X 20'long SPF 45 138 118 107 92 -30.7 0.79 1.07 1.25 1 0.85 -1 0.2 galy. 50 C1321 7 105 90 -30.7 0.81 1.09 1.27 1 0.85 -1 0.2 Siding nail 55 6 104 90 -30.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 102 89 -30.7 0.85 1.13 1.37 1 0.65 -1 0.2 100 -30.7 0.99 126 1.43 h160 1 0.85 -2 0.2 0-157 116 109 99 90 -28.4 0.7 0.85 1.03 hs60 7 0.85 -1 0.2 20 113 109 96 87 -28.4 0.7 0.9 1.08 1 0.85 -1 0.2 0.093' 25 1 117 109 94 86 -28.4 0.7 0.S4 1.12 1 0.95 -1 0.2 shank% 30 109 92 - .28A 0.7 0.98 1.16 1 0.85 -1 0.2 0.222'HD 2X4 35 7 106 90 -28A 0.73 1.01 1.19 1 0.85 -1 0.2 HardiePlank 5116 8 Blind nail Wood 16 40 104 89 - -28.4 0.76 1.04 1.22 1 0.85 -1 0.2 X 20'long SPF 45 4 103 88 -28A 0.79 1.07 1.25 1 0.85 -1 0.2 gale. 50 130 112 101 87 -28A 0.81 7.09 1.27 1 of -1 0.2 Siding nail 55 129 111 100 86 -28.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 127 110 99 BS -28A 0.85 1.13 1.31 1 0.85 100 -28.4 0.99 1.26 1.d3 N60 1 0.85 -2 0.2 DocuSign Envelope ID:E10124AA-BCC2-4DB4-9506-59AC33AD92F1 4} COMPONENT AND CLADDING LOADS...FROM TABLE FBC R301.2(2) EFFECTIVE ZONE WIND AREA(SF) 160 4 10.0 35.6 -38.7 4 20.0 34.1 -37.0 4 50.0 32.0 -35.0 4 100.0 30.3 -33.3 Wall 4 500.0 26.6 -29.5 5 10.0 35.6 -47.7 5 20.0 34.1 -44.5 5 50.0 32.0 -40.2 5 100.0 30.3 -37.0 5 500.0 26.6 -29.5 1.29 adjustment factor used 160 mph(ult),risk cat 2,exp C,wbd region,.18 encl design ay:ED-SIgned raUu� E935FAF30EQ2486... 3/3/2021