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HomeMy WebLinkAboutDESIGN WIND PRESSUREENGINEERING ltb(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 7-10 Ch 30 Wind Loads -Components and Cladding 6th Edition (2017) Florida Building Code Site Information Owner: Barrie Joyce Wind Speed (V): 160 MPH Exposure Category: D Velocity Pressure Coe£ (Kh): 1 16 ASCE7-10 Ch 30.3.17abk 30.3.1 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: 11 Building Classification: Enclosed Int. Pressure Coef. (GCpi): 018 ASCE7.107a01e 26.11.1 Mean Roof Height (h): 30 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 3 ft. End Zone Distance (a): 3 ft. tared in accordance with:ASCE 7-10. 30. Wind Loads - Components and Cladding Edition (2017) Florida Building Code © 2018 E-Tempest.com 1D: odonnell-P5358 Design Wind Pressure (PMAx+, PmAx-): ASCE7-10, Ch. 30.4.2130.6.2 FILE Max Positive Pressure (PmAx+) PMAx+ = gh(6c GCppos + GCpI) PmAx* = gh(6c GC1pw + GCp) Max Negative Pressure (PmAx-) PmAx- = gn(6c GCpm - GCp) PmAx- = gh(6c GCpneg - G%i) Device Calculations:ASCE7-10. Chnnter30_ AB .Snhaec6nne # Size (W x H) Zone Elevation (ft) _ Area (ft2) Area. (ft) Ka qr GC,+ GC, Pma.+ (lb/ft2) Pam- (I_b/ft2) 1 141 x 80 Int 7 78.33 46.02 1.03 57.39 0.8 -0.9 39.7 -43.6 2 141 x 80 Int 7 78.33 46.02 1.03 57.39 0.8 -0.9 39.7 -43.6 3 72 x 80 Int 7 40.00 14.81 1.03 57.39 0.9 -1.0 41.7 -45.6 4 141 x 80 Int 7 78.33 46.02 1.03 57.39 0.8 -0.9 39.7 -43.6 CONCrALEDFASTE�'EnSOn^A ,,ACNhi-VTS ARE THE RESPONSIBILITY OF fHE CONTRACTOR OR RECORD �tkt " 8(0 •-0373 ST. LUCIE COUNTY BUILDING REVIEWED FOR COMPLIANCE, PLANS AND PERMIT MUST BE KEPT/O JOB SITE OR NO INSPECTION(S) WIL E MADE MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCANNED BY St. Lucie Countv ........... •.�\OF NSF •. SJO O ;' No PEB2328 W FIORI�.-• �� s /lllllllll 07/02/2018 Page 1 of 1 ...,reauacelo's.• I VAUD FOR i I J Date: r% �a-1 g Prepared By: : Lk Z'r CinS To: '101C�C- il.:crcL F b- C�1Y Iu- FL `19 rl (b 31k ' -ZIA- 6A I Proposal: r\ e<-, ,rr , U^ 1-, 1�I. S� d. DOS-, r-14 qtk(a Impact Windows & Storm Protection 6402 SE Fedeml Hwy, Stuart, FL 34997 1740 NW Federal Hwy, Stuart, FL 34994 PH: 772-408-0200 FAX: 868-833-0167 Email: service6''odonnelLstormprotmfioii.com CRC#1331273 r-----.._—__—..—..—_------- - Description Provide and Install all [Accordion ShuMers/Storm Panels] for ] openings -- EstimaleciTime for Completion: 8-12 weeks # ' _i_ 2 IV 5 Opening IDescriptlon Size y._�trTTy`p_�.A_—.. -VT i�,}7 I [Accordion/.050 Aluminum Panels/24-Gauge Steel Panels/Clear Panel sj '�- _ Colorer I � iT' L1CC.6r-b CCiA. S�'w.i�-�rs� �" , _ ca_ �yz(y,�' _ Amount q 9 10 11 12 T -- _ 13 _ 14 15 16 I 17 18 19 _ 20 _ 21 �- 22 23 24 — -- 25 _ Subtotal Permit Fee 280 ea Additional Labor Costs: _ [Scaffolding, Removed Rehong Shutters, etc.] Acceptance: Total C. D��� Accepted By /z�( `i%i06r s=--- - Homeowner Date •�%f� 50 n Deposit�(� J Accepted By: / ho/a U)a� O'Donnell Impact Windows Date Cr (_K "'�/04-7 i Terms and Conditions: This estimate is for completing the job described above, based on our evaluation. Any unforseen conditions such as: mold, mildew, wood rot, major stucco a drywall repair, replacement of marble sills and/or interior trim, any painting, etc.will be discussed prior to corrections and a contract addendum will be submitted upon agreement between homeowner and contractor. All workmanship /materials guaranteed to be as specified. The homeowner is responsible for carrying fire, Flood and other necessary insurance. THANK YOU FOR YOUR BUSINESS