Loading...
HomeMy WebLinkAboutPROJECT INFORMATIONh ENGINEERING _ EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH:(954) 354-0660 FAX:(954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-l0 Ch 30 Wind Loads -Components and Cladding 6th Edition (2017) Florida Building Code Site Information owner: Gordon J Phail Wind Speed (V): 160 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1 51 ASCE 7-10 Ch 30.3.1 TW, 30.3.1 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information ly Risk Category: IT Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7.10 Table 26.11.1 Mean Roof Height (h): 135 ft. Roof Slope (0): Flat Roof Slope Coefficient (Be): 0.9 Min. Building Dim. (L): 80 ft. End Zone Distance (a): 8 ft. Prepared in accordance with:ASCE 7.10. Cl, 30. Wind Loads - Components and Cladding th Edition (2017) Florida Building Code -,J 4 ©2018E-Tempest.com 1D: sionntight-P6328 02114/2018 Page 1 of 1 Design Wind Pressure (PMAx+. PMAx-): ASCE 7-10. Ch. 30.4.2130.6.2 Max Positive Pressure (PMAx+) PMAx+ = gh(Oc GCppos + GCri) PMAx+ = gh(Oc GCppos + GCo) Max Negative Pressure (PMAx-) PMAx- = gh(Oc GCpneg - GCpi) PMAx- = gh(6c GCpneg - GCpi) Device CalculationSMSCE 7-10, Chanter 30, All Subsections #r : ' Size,:%Aw Zone« Elevahoni (ft) :" Area t- " (ft2)° : ;t , AreaT,F x (ft2) ;:. K: •4 q , ' e. • . GC,+ GC,- Pmn.+ , (lb/ft2) Fina.- `;(Ib/ft2)' 1 37 x 44 Int 7 11.31 4.48 1.03 57.39 0.9 -0.9 40.1 -54.5 2 96 x 96 Int 7 64.00 21.33 1.03 57.39 0.8 -0.8 36.3 -50.8 3 94 x 61 Int 7 39.82 20.45 1.03 57.39 0.8 -0.9 37.9 -52.3 4 95 x 96 Int 7 63.33 21.33 1.03 57.39 0.8 -0.8 36.4 -50.9 5 94 x 61 Int 7 39.82 20.45 1.03 57.39 0.8 -0.9 37.9 -52.3 6 142 x 96 Int 1 7 1 94.67 46.68 1.03 57.39 0.8 -0.8 35.1 -49.6 7 142 x 96 Int 7 94.67 46.68 1.03 57.39 0.8 -0.8 35.1 -49.6 8 16 x 96 Int 7 10.67 21.33 1.03 1 57.39 1 0.9 1 -0.9 39.9 -54.3 9 95 x 96 Int 1 7 1 63.33 21.33 1.03 1 57.39 1 0.8 1 -0.8 36.4 -50.9 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Y GPN��D Goer tY REQUIRED BY FIELO INSP"CTORS THAT ) MAY BE NECESSARY IN ORDER TO e St. LujkY COMPLY WITH ALL APPLIOPA14 CODES, CONCk�i' a� �; •�-:aE��+S CI? �,I i e•CHft9EN�Si ARE THE RESPONSIBILITY OF THE - CONTRACTOR OF RECORD ■ ST.LLUCIE COUNTY BUILDING DIVISION REVIEWED • " FOR C1 )L ,. REVIEWED BY DATE -23- PLANS AND VERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE pIBAT'r/ SE .T0 , : • yG � � Ea232� N°P CL = 4( :W = �F •...L`..: FLP N. /EqDGINEM 018 CER» WrrH RA SEAL Opening 1. 15-0618.03 (Horizontal Sliding)' 2. 15-1210.03 (Sliding Glass Door) 3. FL16736.2 (XOX Slimline) 4. 15-1210.03 (Sliding Glass Door) 5. FL16736.2 (XOX Slimline) 6. 15-1210.03 (Sliding Glass Door) 7. 15-1210.03 (Sliding Glass Door) 8. FL11409.5 (Fixed) r 9.. 15-1210.03 -- (Sliding Glass Door) MRH 135' 37 x 44 r �j 9 Cm 96 x 96 00 94x61 7 8 BED3 N y O 95x96 cc 94x61 6 LIVING SC BY�EC w �,_Z 142 x 96 St• Lucie County G 2 142 x 96 16 x 96 5 DINING J 95x96 _1 Q N J . • LL Z 0 Z h b u ^ 4 BED 2 � m T yd C h N O d ± NCt 6 LL 3 BED �]�.,il " ENTRY 0) 2 1 O °' a ¢zM ¢oU. C Zm ti O 2 O Inc 2 0 a 1=) LL T 601 80' y ac NOTTO SCALE 175' oFeb 07, 2018 •LESite Plan �1 1 Information Owner: Gordon J Phail Address: 3150 N AIA Unit 601-N Fort Pierce, FL 34949 500 SW 12thAve Deerfield Beech, FL 33442 Ph. 561-922-6747 Fax. 561-292.3562 Information Wind Zone: 160 MPH. Exposure Category: D Minimum Building Dimension: 80 ft. Mean Roof Height: 135 ft. Risk Category: II Design Pressure Calculations Opening Number Locati�on7 Zone Device Width (in) Device Height (in) J1 Device Elevation (ft) Max Positive Pressure (psi) Max Negative Pressure (psf) 1 Int 37 44 7 40.1 -54.5 _ 2 Int 96 96 7 36.3 -50.8 3 Int 94 61 7 37.9 -52.3 4 Int 95 96 7 36.4 -50.9 5 Int 94 61 7 37.9 -52.3 6 Int 142 96 7 35.1 -49.6 7 Int 142 96 7 35.1 -49.6 8 Int 16 96 7 39.9 -54.3 9 Int 95 96 7 36.4 -50.9 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 61h Edition (2017) Florida Building Code. Page 1 of 1 WINDOW & DOOR OPENING INFORMATION I A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10% of least horizontal dimension or 40%of the mean roof height, whichever is smaller, but not less than 40/ of least horizontal dimension or 3 ft. OPENING LOCATION NUMBER (Location) Corner Zone or Interior ISTHISA WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCTAPPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAMMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW MULLION REQ YIN/NA ARE SHUTTERS REQ Y/N (+) PSF (-) PSF (+) PSF (-) PSF 1 Int W 7xL—"n 15-0618.03 55 55 40.1 -54.5 74x63 37x44 N N 2 Int D I"La NG 15-1210.03 60 60 1 36.3 -50.8 96 x 96 96x96 No No 3 Int W I"LamilG FL16736.2 1 60 60 37.9 -52.3 Illx63 1 94x61 N N 4 Int D VLa1°iIG 15-1210.03 60 60 36.4 -50.9 96x96 95x96 No No 5 Int W I"L—NG FL16736.2 60 60 37.9 -52.3 111x63 94x61 N N 6 Int D I" Lauri IG 15-1210.03 60 60 35.1 -49.6 144 x 96 142x96 No No 7 Int D I" Lami IG 15-1210.03 60 60 35.1 -49.6 144 x 96 142x96 No No 8 Int W "A"I'm"O FL11409.5 55 55 39.9 -54.3 96x48 16x96 No No 9 Int W 15-1210.03 60 60 36.4 -50.9 96x96 95x96 N N