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HomeMy WebLinkAboutDrawing n Debora Harper,#82.12141 7 12275 Cessna Ter. Port Saint Lucie, FL 34987 Replacing 17 windows and 2 doors size for size 9 with impact_ `v r 1 ST Floor ., Garage Y 14 _.......... ...._.._..w 11 1t7 1 Single Hung Window 52"x 55" Bedroom FL 239.2 + 139.2, 54.3 2 Single Hung Window 36"x 38" Bathroom FL 239.2 + :41.1, 58.2 16 13 1 3 Single Hung Window 36"x 63`" Family Roam FL 239.2 ;39.9, -; 55.6 4 Single Hung Window 36"x 63" Family Room IFL 239.2 +.;39.9, - 55.6 5 1PNL Sliding Window 73"x 62°" Kitchen FL 242.2 + .38.0, 51.7 6 Single Hung Window 36"x 63" Bedroom FL 239.2 339.9, - 55.6 7 Single Hung Window 36"x 63" Bedroom FL 239.2 ±39.9,'-1 55.6 8 Single Hung Window 36"x 38" Bathroom FL 239.2 + 41.1, -! 58.2 9 Single Hung Window 36"x 51 Bathroom FL 239.2 + 's 40.4,1-1 56.8 10 Single Hung Window 36 x 63" Garage FL 2.39.2 + 139.9,1-1 55.6 11 Single Hung Window 36"x 63" FL 239.2 + ;39.9, 55.6 12 Single Hung Window 52"x 55" Dining Room FL 239.2 + ;39.2, 54.3 13 Picture Window 48"x 48" Hall FL 243.4 39.8,.-j 55.5 314 Half Round Window 36 x 1.8" Hall FL.243.4 + €41.1, - 58.2 15 Picture Window 36"x 48" FL 243.4 + X40.6,:- 57.1 16 Picture Window 36"x 48" FL 243.4 + A0.6,-! 57.1 17 Single Hung Window 36"x 38" Bedroom FL 239.2 + 41.1, 58.2 18 Sliding Glass Door 60 x 80"' Bedroom FL 251.2 + '37.9, 51.4 119 Swinging Door 60"x 80"1 Living Room I FL 253.4 -,' ;37.9,:-j 51.4 Line items 13 and 14 are being mulled together using NOA 14-1105.01. Company: The Home depot At Home Services Job Description: Replacing 16 windows size 1 Prepared By: Amber Client Name: Harper Project Number: 8212141 ,'Version 10.0' - /� w/� (cj 2022 Structures InterriaLonal,LLC- s^ .��4W I N•D, f.. ALL ,^�„ .. a-,,, Conforms with A5CE 7 10 DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 22 Risk Category 2 Building Width(ft) 69 Exposure Category D Building Length(ft) 48 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient+/ 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 9700-SH BI 5 5- 52 . 55 39.2 -54.3 2 9700-SH BI 5 5 36 38 41.1 -58.2 3 9700-SH BI 5 5 36 63 39.9 -55.6' 4 9700-SH BI 5 5 36 63 39.9 -55.6 5 9700-1PNL BI 5 5 73 62 38.0 -51.7 6 9700-SH BI 5 5 36 63 39.9 ' -55.6 7 9700-SH BI 5 5 36 63 39.9 -55.6 8 9700-SH BI 5 5 36 38 41.1 -58.2 9 9700-SH BI 5 5 36 51 40.4 -56:8 10 9700-SH BI 5 5 36 63 39.9 -55.6 11 9700-SH BI 5 5 36 63 39.9. -55.6 12 9700-SH BI 5 5 52 55 39:2 -54.3 13 9700-PW BI 5 5 48 48 39.8 -55.5 14 9700-HR BI 5 5 36 18 41.1 -58.2 15 9700-PW BI 5 .5 36 48 40.6 -57.1 16 9700-PW BI 5 5 36 48 40.6 -57.1 17 9700-SH BI 5 5 36 38 41.1 -58.2 18 9770-PD BI 5 0 60 80 37.9 -51.4 19 9700-GDBI 5 0 60 80 37.9 -51.4 th of End o'VJ in feet= 4.8 �F2�G0 i5 h, 5i 4 0 i �O 5 5 STRUCTURES INTERNATIONAL,LLC ...P=M r+3 S,=,!C S, cvrpt,x P.--t,1a 4 4/29/2015 2:27 PM