Loading...
HomeMy WebLinkAboutEngineering Lien Resid"encs 10102 S Ocean Dr.Unit.206A' Change out: Jensen Beach,FL 34597. 3 Windows and 2 Doors 411.O/2D2Q no size modifications Mark Type w H 1 SGD 138 80 2 HS 108 48 3 HS 36 36 4 HS 72 36 5 FD 38 81 Kitchen Family Rm r Er try Master Bed Bed 2 Digitally signed by 4Q e W e ";< Dewey A.LeBlanc DN:c=US,cn=Dewey ,:; ;A.LeBlanc, A. email=Adam@specsf. ,.,..com' .:., . LeB4" Date: a °� Q i Specialty Engineering Consultants,Inc 1599 SW 30 Ave.#20 Boynton Beach,FL 33426 D.Adam LeBlanc,PE#77012 7_10_C&C_HVH2 TaliBuildings_Lie2_9.xls FL CA#0009217 i .:: •Home Owner Lierz Residence Contractor Max Guard Hurricane Windows � Address 110102S Ocean Dr.Unit 206A 2253 Vista Parkway,Ste 12yj Jensen Beach,FL 34597 West Palm Beach,FL 33411 1�'"' ' y� .Specialty Engineering Consultants,Inc., Date 4/10/2020 Window/Door WIDTH HEIGHT Window/door Allowable pressure Req'd Wind Shutter -Product rated MARK SGD,mull replaced? Product Approval# see NOA Pressure,see talc's. required? for impact? Comments (in) (in) v/n) + sf -. sf +)psf (=)psf /n /n 1 SGD 138. 80: Y FL 20838.2 80 80' 41.6 50.9 n y Family Room 2 HS 108. 48: FL 16736.2 60 60, 40.3 50.2 n y Master Bedroom 1, HS -36. 36. FL 16736.1 60 ?60, 42:3 " 51.2 n y Kitchen �4; - HS 72: - 36: FL16736.1 60 60 42.3 51.2 n Bedroom 2 5 FD ' .38. 81. FL 22378.2 60 �-60� 42.2. 51.tn v Entry NOTES' ' 1 Re lace existing doors or wiridows:as des/ nated'With new doors w/current Miami-Dade product approval or State,of Florida' toduct approval 2 No change imrou h opening sizes,were made:The.existingopening is not to be modified. All door and window frames to be attached through wood bucks per NOA specifications. 3 QUanti .and:spacid"of fasteners shall be in accordanceiwith-ttie NOA:.and/or manufacturers specifioatidns. 4 _Shutters..aie not-requilred 1n accordance with-the"Ezistin''Buildiri �FlotidaBuitdiri Code"sectidn 502:3:"areasreplaced'ts'less than 25%`of total aggregate area".. 5 Wirid,desi n pressures are;calculated in-accordance with;Florida Buitdin -.Code,2017,ASCE 7-10i Method 2,see'attached calculations;'.. 6 We have attempted to accurately depict the field conditions[used onlnfotmationrsubmitted by others. This infomiatioii may ti'e lacking but we respectfully submit that ths(doe3'not Impact our calculations. if there is a substantial.difference..themnoGf ,this err ineeefor a revised lan(caiculattons: Digitally signed by Dewey A.LeBlanc Dewey A:, DN:c=US,cn=Dewey A. '` `LeBlanc, L eBlanc f �6 ail=Adam@specsf.com Date:2020.04.1014:4425 r'4 -04'00' Specialty Engineering Consultants,Inc 1599 SW 30 Ave.#20 Boynton Beach,FL 33426 D.Adam LeBlanc,PE#77012 7_10_C&C_HVHZ TallBuildings_Lie2_1.xls 2 of 3 FL CA#0009217 Component and Cladding Pressures,Wall and/or Window components in accordance with ASCE 7-10 w/mean roof height>60 ft Home Owner I.icri Residence Address 10102 S Ocean Dr.Unit 206A Location Jensen Beach,FL 34597 h`- Date 4/10t2020 a= 1 �eclaity.Erigineerrn0%C6ft Rants .inc.. Loads specified are for Allowable Stress-0;6'W(ult)2.4.1 t/7(0.61D-46W) "Lone 4 'Lone 5 Unbreached Unbreached Effective Area Opening ofcomponent Gcp GCp GCp P P P P Mark. - width(in) height(in) (ft-2) (positive,4&5) (negative.4) (negative,5) positive negative positive negative 1 46.00 80.00 25.6 0.881 -0.893 -1.772 .. _-.. 41.6 -50.9 2 108.00 48.00 36.0 0.847 -0.880 -1.720' 40.3 -50.2 3 36.00 36.00 9.0 0.900 -0.900 -1.800 42.3 -51.2 4 72.00 36.00 18.0 0.900 -0.900 -1.800 42.3 -51.2 5 38.00 81.00 21.4 0.895 -0.898 -1.793 42.2 -51:1 V(mph) 163 1620 F13C for 11VH7.,or Fig.26.5-1a 1.0 Building Category 11 Table l-I pg3 Exposure D 6.5.6.6•page 25-26 _ Length ofBuilding(ft) 282 P q' G C.p� - q.i �C''C.pi� Width of Building(ft) 72 Mean Roof height(ft) 76 K7(h) 1.37 fable 30.3-1 Kd 0.85 Table 26.6-1,page 250 Kzt 1 Figure 26.8-1,page 252i' pitch of root' 0/12 0.0 degrees theta 0.0 degrees =, 1,0 Reduction factor for slope ol'rooF 1 qh(pso 78.98 Velocity Wind Pressure(r�mean mofheighl GCpi 0.18 -0.18 0.55 -0.55 tCi at 7.20 10%of width 4 a2 28.20 10%ofwidth2w a3 30.4 0.4*mean roof height a 7.20 End Zone distance ��J z(R} 20 Digitally LeBlanc signed by Dewey A. Dewey A. ;n�DN•c=US,cn=Dewey A.LeBlanc, LeBlanc k`-'email=Adam@specsf.com Date:2020.04.1014:44:48-04'00' Specialty Engineering Consultants,Inc 1599 SW 30 Ave.#20 Boynton Beach,FL 33426 D.Adam LeBlanc,PE#77012 7_10_C&C_HVHZ_TallBuildings_Lierz1.xls 3 of 3 FL CA#0009217