HomeMy WebLinkAboutAPPROVED 7_16_C&C _HVHZ_TallBuildings_Palacio.xlsMark Type W H1 SH 42 622 SGD 72 963 SGD 142 964 SGD 96 965 SH 35 626 SH 35 627 SH 35 628 SH 35 623100 N Highway A1A #1205Fort Pierce, FL 34949Palicio Residence 1/0/1900 Change out: 5 windows and 3 SGD no size modifications 7_16_C&C _HVHZ_TallBuildings_Palacio.xls1 of 3ContractorMAX GUARDSpecialty Engineering Consultants, Inc1599 SW 30 Ave. #20Boynton Beach, FL 33426D. Adam LeBlanc, PE #77012FL CA# 0009217Dewey A. LeBlancDigitally signed by Dewey A. LeBlanc DN: c=US, st=Florida, l=Boynton Beach, o=Specialty Engineering Consultants, Inc., cn=Dewey A. LeBlanc, email=Adam@specsf.com Date: 2021.03.09 15:27:14 -05'00'
Home Owner:Address:Location:Date: 3/5/2021(+) psf (-) psf (+) psf (-) psf1 SH 42. 62. y FL8153.2 70 110 60.4 61.1 n y Master Bedroom2 SGD 72. 96. y FL30505.3 80 80 55.2 59.1 n y Master Bedroom3 SGD 142. 96. y FL12519.4 65 65 53.6 55.8 n y Living Room4 SGD 96. 96. y FL30505.3 65 65 54.4 58.0 n y Living Room5 SH 35. 62. y FL8153.2 70 110 60.4 61.1 n y Dining Room6 SH 35. 62. y FL8153.2 70 110 60.4 61.1 n y Dining Room7 SH 35. 62. y FL8153.2 70 110 60.4 61.1 n y Dining Room8 SH 35. 62. y FL8153.2 70 110 60.4 61.1 n y Dining Room1234563100 N Highway A1A #1205Palicio Residence NOTESWindow/doorreplaced?(y/n)Shutter required?(y/n)Req'd WindPressure, see calc'sMARKProduct ratedfor impact?(y/n)HEIGHT(in)WIDTH(in)Replace existing doors or windows as designated with new doors w/ current Miami-Dade product approval or State of Florida product approvalNo change in rough opening size(s) were made. The existing opening is not to be modified.Fort Pierce, FL 34949Product Approval #Window/DoorSGD, mullWe have attempted to accurately depict the field conditions based on information submitted by others. This information may be lacking but we respectfully submit that this does not impact our calculations. If there is a substantial difference, then notify this engineer for a revised plan/calculations.Allowable pressuresee NOAWind design pressures are calculated in accordance with, Florida Building Code 2020, ASCE 7-16, Method 2, see attached calculations.All door and window frames to be attached through wood bucks per NOA specifications.Quantity and spacing of fasteners shall be in accordance with the NOA and/or manufacturer's specifications.Shutters are not required in accordance with the "Existing Building Florida Building Code" section 707.4, "area replaced is less than 25% of total aggregate area".CommentsSpecialty Engineering Consultants, Inc. 7_16_C&C _HVHZ_TallBuildings_Palacio.xls2 of 3Specialty Engineering Consultants, Inc1599 SW 30 Ave. #20Boynton Beach, FL 33426D. Adam LeBlanc, PE #77012FL CA# 0009217Dewey A. LeBlancDigitally signed by Dewey A. LeBlanc DN: c=US, st=Florida, l=Boynton Beach, o=Specialty Engineering Consultants, Inc., cn=Dewey A. LeBlanc, email=Adam@specsf.com Date: 2021.03.09 15:28:02 -05'00'
Home OwnerPalicio Residence Address3100 N Highway A1A #1205LocationFort Pierce, FL 34949Date 1/0/1900OpeningMark width (in) height (in)Effective Areaof component(ft^2)GCp(positive, 4&5)GCp(negative, 4)GCp(negative, 5)PpositivePnegativePpositivePnegative1 42.00 62.00 18.1 0.900 -0.900 -1.800 60.4 -61.1 61.1 -112.12 72.00 96.00 48.0 0.807 -0.865 -1.660 55.2 -59.1 55.8 -104.13 142.00 96.00 94.7 0.778 -0.807 -1.427 53.6 -55.8 54.2 -90.94 96.00 96.00 64.0 0.792 -0.845 -1.580 54.4 -58.0 55.0 -99.65 35.00 62.00 15.1 0.900 -0.900 -1.800 60.4 -61.1 61.1 -112.16 35.00 62.00 15.1 0.900 -0.900 -1.800 60.4 -61.1 61.1 -112.17 35.00 62.00 15.1 0.900 -0.900 -1.800 60.4 -61.1 61.1 -112.18 35.00 62.00 15.1 0.900 -0.900 -1.800 60.4 -61.1 61.1 -112.1V (mph)1701620 FBC for HVHZ, or Fig. 26.5-1b1.0Building CategoryIITable 1.5-1, page 4ExposureDSection 26.7Length of Building (ft)213Width of Building (ft)12Mean Roof height (ft)130Kz(h)1.50Table 26.10-1, page 268Kd0.85Table 26.6-1, page 266Kzt1Figure 26.8-1, page 268pitch of roof0/12theta0.0 degrees1.0Reduction factor for slope of roofqh (psf)94.32Velocity Wind Pressure @ mean roof heightGCpi0.18-0.180.55-0.55See Table 26.13-1, page 271a11.2010% of width 1a221.3010% of width 2a3520.4*mean roof heighta 3.00 End Zone distancez (ft)120Zone 4UnbreachedZone 5UnbreachedComponent and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7-16 w/ mean roof height > 60 ft0.0 degreesLoads specified are for Allowable Stress - 0.6*W(ult) 2.4.1 #7 (0.6D+0.6W)Specialty Engineering Consultants, Inc. p q G C.p()q.iG C.pi()-:=7_16_C&C _HVHZ_TallBuildings_Palacio.xls3 of 3Specialty Engineering Consultants, Inc1599 SW 30 Ave. #20Boynton Beach, FL 33426D. Adam LeBlanc, PE #77012FL CA# 0009217Dewey A. LeBlancDigitally signed by Dewey A. LeBlanc DN: c=US, st=Florida, l=Boynton Beach, o=Specialty Engineering Consultants, Inc., cn=Dewey A. LeBlanc, email=Adam@specsf.com Date: 2021.03.09 15:30:27 -05'00'