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Home My WebLink AboutPLAN VIEW - METAL SIDINGPROFESSIONAL SERVICES BY DRISCOLL ENGINEERING, INC. PO BOX 357577. GAINESVILLE, FL 32635 PH (352)-331-1513 CA 8690 PLANS AND SPECIFICATIONS The plans and specifications presented herein are applicable only for the anticipated construction at the locations shown. If construction plans change, the Design Professional should be notified so the plans and specifications can be re-evaluated. The Design Professional should be given the opportunity to review final plans and specifications to see if the intent of the plans and specifications has been followed and/or if supplemental details and recommendations are needed. The Design Professional warrants that the plans and specifications contained herein, have been prepared in accordance with generally accepted professional engineering practice. No other warranties are implied or expressed. CORPORATE PROTECTION It is understood and agreed that the Design Professional's Basic Services under this Agreement do not include project observation or review of the Contractor's performance or any other construction phase services, and that such services will be provided by the Client. The Client assumes all responsibility for interpretation of the contractor Documents and for construction observation and supervision and waives any claims against the Design Professional that may be in any way connected thereto. In addition, the Client agrees, to the fullest extent permitted by law, to indemnify and hold the Design Professional harmless from any loss, claim or cost, including reasonable attorney's fees and costs of defense, arising or resulting from the performance of such services by other person or entities and from any and all claims arising from modifications, clarifications, interpretations, adjustments or changes made to Contract Documents to reflect changed field or other conditions, except for claims arising from the sole negligence or willful misconduct to the Design Professional. OWNERSHIP OF INSTRUMENTS OF SERVICE All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by the Design Professional as instruments of service shall remain the property of the Design Professional. The Design Professional shall retain all common law, statutory and other reserved rights, including the copyright thereto. DEFECTS IN SERVICE The Client shall promptly report to the Design Professional any defects or suspected defects in the Design Professional's work or services of which the Client becomes aware, so that the Design Professional may take measures to minimize the consequences of such a defect. The Client warrants that he or she will impose a similar notification requirement on all contractors in his or her Client/Contractor contract and shall require all subcontractors at any level to contain a like requirement. Failure by the Client, and the Client's contractors or subcontractors to notify the Design Professional, shall relieve the Design Professional of the costs of remedying the defects above the sum such remedy would have cost had prompt notification been given. VERIFICATION OF EXISTING CONDITIONS Inasmuch as the remodeling and/or rehabilitation of an existing building requires that certain assumptions be made regarding existing conditions, and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees, to the fullest extent permitted by law, to indemnify and hold the Design Professional harmless from any claim, liability or cost (including reasonable attorney's fees and costs of defense) for injury or economic loss arising or allegedly arising out of the professional services provided under this Agreement, excepting only those damages, liabilities, or costs attributable to the sole negligence or willful misconduct of the Design Professional 1. THIS BUILDING METAL SIDING SHALL BE REPLACED IN ACCORD WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE EXISTING BUIILDING 2020 7TH EDITION 2- CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING. ULTIMATE WIND SPEED: 160 FILE COPY ZZ O 3 -4 Z'3> REVIEWED FOR CODE COMPLIANCE NOMINAL WIND SPEED: 124 ST. LUCIE COUNT( BOC WIND EXPOSURE CATEGORY: B RISK CATEGORY II INTERNAL PRESSURE COEFFICIENT Gcpi= +/- 0.18 DESIGN PRESSURE PER FBC CHAPTER 16, INCLUDING ASCE 7-16 LOAD CALCULATIONS REPLACE METAL SIDING WITH NEW METAL SIDING 26 ga. PBR Wall Panel over open framing FL# 9901.1 R4 i E Vg�, 00 O No.43922 OE /�NA; 2-24-22 Michael E Driscoll PE FL Reg # 43922 Z �8 z Z Z WZ51 Z Z J J Q 4°u zI 0o� ou8 Y Q 07 0 N N W N OQQ U)2—j O I=- u- V=U W0 C/) W DF-a wwof Wco0 LL 0 Goner. as Cl.adlap (CAM W-A . pas Ca 30 Pao a: FIWHip/Gable (0n 5 O 5 7e) Theta - Slope of Roof - 4.76 Deg Theta = Roof Slope in Degrees - 4.76 Deg h - Mean Roof Heights Theta <- 10 Deg use Save Height - 12.000 ft LF - Load Factor based upon MD Design - 0. 60 b3 - Per Eqn 30.4-1 use 0.33 + h = 3.960 ft Rzt = Topographic Factor is 1 since no Topographic feature specified - 1.000 Lambda = Adjustment Factor for Building Height . Exposure per Fig 30.4-1 - 0.820 c.0 a.t.ia. .. ram. -1...a nee A.A. . to . 3P Pa 2 -W- ..ldl.P -AC.- Description Zone Width Span Length ft ft ft Zone 1 OHS 1_OHS 1.000 1.000 Zone 2e 20 1.000 10.000 SIeJ//C U..mBilly_2/AppDaWRoamingIMccaWind/ShowMelysis.html 3/2/2022 Zone 2e OHS 2e_OHS 1.000 1.000 Zone 2z 2r 1.000 10.000 Zone 2r OHS 2r OHS 1.000 1. 000 Zone 3 OHS 3 ORS 1.000 1.000 R- Ps.e.-. cos .. Par Pips. HA-1 ",I.wind proseuros include a load factor of 0.6 Description Zone Width Span Area 1/3 Pnet30 Pnet30 p p Rule Max Min Max Min ft ft ft sq ft pef psf pef psf ___________ ____ _____ ______ ____ ---_ ----- ------ ----- ------ Zen' 1 1 1.000 10. 000 33.33 Yee 14.82 -57.71 9.60 -20.39 Zone 3 3 1.000 10.000 33.33 Yes 14.82 -98.56 9.60 -40.49 Zone 4 4 1.000 10.000 33.33 You 37.59 -41.03 18. 49 -20.19 •Zone 5 5 1.000 10.000 33.33 Yee 37.59 -48.37 10.49 -23.80 Pnet30 = Net design wind pressure for Exposure B 9 h - 30 ft [9.1 ml from Fig 30.4-1 p = Wind Pressure: Lambda • Sze • PRet30 + LF [Eqn 30.4-11• + Per Para 30.2.2 the Minimum Pressure for CfiC is 9.60 psf (0.460 kPal (Includes LF) Coq,.nena. un eLa . (C.C) eaves a- - th r0 Pt a: Theta - Slope of Roof = 4,76 Deg Theta - AOOf Slope in Degree. - 4.76 Deg h = Mean Roof Height: Theta <- 10 Deg use Have Height - 12.000 ft LF = Load Factor based upon ASD Design - 0.60 h3 - Per Eq. 30.4-1 uee 0.33 + h - 3.960 ft Hzt = Topographic Factor is 1 since no Topographic feature specified - 1.000 Lambda - Adjustment Factor for Building Height . Exposure per Fig 30.4-1 - 0.820 rasa Pra..a.. A- rm ... zaay. ba.a Up.. - m 39 Pt z All wind praemurn. include a lead factor of 0.6 Zone I Figure I A <- I A- I A- I A> 10.00 sq ft 1 20.00 sq ft 1 50.00 sq ft I L00.00 sq ft psf psf psf psf ____ _ ______ _ ___-------- _ ----- _____ _ ------------ - ______--____ 1 130.4-1 I 9.60 -31.73 I 9.60 -29.62 I 9.60 -26.86 1 1:10 -21.16 1' 130.4-1 I 9.60 -18.20 I 9.60 -18.20 I 9.60 -18.20 I 9.60 -185.20 ' 2 130.4-1 1 9.60 -41.07 1 9. 60 -39.16 1 9.60 -35.62 1 9.60 -35.62 3 130.4-1 1 9.60 -57.02 I 9.60 -51. 66 I 9.60 -94.53 I 9.60 -44.53 4 130.4-1 I 19.93 -21.60 1 19.04 -20.71 I 17.81 -19.53 I 17.01 -19.53 5 130.6-1 1 19.93 -26.67 1 19.04 -24. 85 1 17.81 -22.48 1 17.81 -22.48 • A is effective wind area for C&Cs Span Length + Effective Width • Effective width need not be less than 1/3 of the span length • Maximum and minimum values of pressure shown. + + Pressures acting toward surface, - Pressures acting away from surface + Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 pef [0.460 kPal (Includes LF) + Interpolation can be used for values of A that are between those values shown. • Pnet30 - Net design wind pressure for Exposure B 9 h - 30 £t [9.1 ml from Fig 30.4-1 • p - Wind Pressure: Lambda • Ezt • Pnet30 + LF [Eqn 30.4-11• M=rLAk-,t: IVIC I HL JIUINU VVI I n I �• ILL Is v I NEW METAL SIDING ALL SIDES No. 43922 (TYP) 2-24-22 Michael E Driscoll PE FL Reg # 43922 Z V1U zW K R_ W Z ^� C u U z z w J J U Z u� K U Hy Y Q U) U'^) LO v! O F-- I Z LLJ YI�{{_N 0 Q 0 U) 2 LL 0 DW W O IY W CO W U)Ua W Wce)0 HLOLL 0