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N Q It1 W W S� -� N31)" ey ey N e9 N N N N N N m m M rt1 T f11 V Q e C e V' N Ill N N YI YI Planning&Development Services Department Building&Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1553 Certification for Design Load Compliance Project Name: PATRICK CONDON Project Address: 5812 PINETREE DRIVE, FORT PIERCE, FL 34982 Permit#: Occupancy Type: Construction Type: INSTRUCTIONS FOR USE: • This certification must be completed,signed,and sealed by the design professional of record. • Submit(2)copies for residential,(3)copies for commercial with all permit applications involving the following: o New Residences(single or multi-family) o Residential Addition XAny accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official.Contact the#above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida BUILDING CODE Code Sixth Edition with 20 17 Supplements using ASCE 7-10 2. Structure Designed as(check one): Enclosed Partially Enclosed Open 3. Risk Category: I II _III_IV Exposure Category: B X C D 4. Design Wind Velocity mph 160 ASD 0•6 LRFD End Zone Width: ft 5. Mean Roof Height 12 ft Roof Pitch: :12 Parapet: ft 6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings): Zone 1: Zone 2: Zone 3: Zone 4: Zone 5:X Garage: 7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF 8. Were Shear Walls Considered For Structure? Yes X Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? Yes X Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: 1���r1��'(T 1i�Y1 Print Name Cert#&gg Co.Cert A//uth.7 Signature,Date,and Seal 4 1 > bwc V =L 3 3q ds `=o, Ye''• KARLA M 1 }R yVy Nz me&Address Revised 12/07/20 'y. MY COMMISSION#GG001719 �x. EXPIRES June 13,2020 d97 3�®•C19� FIafI��NQt9 �NrvtC,6:cgm WRIGHT'S ItI Windload Chart IMPACT WINDOW&DOOR LYNN 5812 PINE JOB NAME:CONDON SITE ADDRESS: TREE DRIVE EXPOSURE: C MRH: 12' PRODUCT OPENING SIZE OPENINGSIZE REQUIRED DPL PRODUCTDPL MODEL APPROVAL GLASS METHOD OF OPENING# WIDTH X HEIGHT TYPE SOFT. ZONE MANUFACTURER NUMBER NUMBER TYPE ATTACHMENT CGIWINDOWS& SERIES 1 105 7/8 X 501/4 HR 36.95 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 HS/HS N/A CGIWINDOWS& SERIES 2 711/4 X 501/4 HR 24.86 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 3 713/4 X 50 HR 24.91 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 4 361/2 X 375/8 HR 9.54 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 5 361/2 X 375/8 HR 9.54 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 6 261/4 X 38 HR 6.93 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 7 261/4 X 38 HR 6.93 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 8 261/4 X 38 HR 6.93 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 9 261/4 X 38 HR 6.93 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 10 523/4 X 38 HR 13.92 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 11 471/2 X 431/4 HR 14.27 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A HORIZONTAL SENTINEL CUPLESS CGIWINDOWS& "UNCUPPED" 11 MULL 1X21/2 X 48 MULL 14.27 5 33.50 44.80 90.00 90.00 DOORS,INC. MULL 18-0117.01 N/A 1X 21/2 MULL CGIWINDOWS& SERIES 12 261/4 X 38 HR 6.93 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120"17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 13 713/4 X 38 HR 18.93 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 14 26 X 251/2 HR 4.60 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 15 523/4 X 38 HR 13.92 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120"17-0918.09 ANN/ANN N/A CGIWINDOWS& SERIES 16 713/4 X 501/4 HR 25.04 5 33.50 44.80 65.00 65.00 DOORS,INC. "SENTINEL 120" 17-0918.09 ANN/ANN N/A EXISTING OPENINGS TO REMAIN THE SAME 2017 FBC CODE FOR WINO PRESSURES WORST CASE SCENARIO USED WRIGHTSA °°"^°°' ^ °D PROPERTY MAP oAm. s-ems-zo Aws.mxxH xrWR CBS Niil L�o: ru ® < e _ d � xeea.on ® i s pla arx w*s O eexx....o. 0 H+.xye B E • ' # d " d d ' e ? d $ d $ i °veld i = " d3 # d43 ? � I $ $ 03dd " " d } d3di $ ll t lilt ' e, dt aw i ? # id ` 8 di333dd $ " " ? 3 " $ °v v � � ' d $ dii ' "43 $ ii3s 's dii e$ " " ii da ? ed t .e' '� ga Ev° ti , i ? ttd ? ttt3@ # a = # # t . ➢ ii333i i{jj �i8iej5e�(i� QLLEje � �'je.' } ' a8 # € iadB # idid@d " $ d t " < 9 $ 9i " i l��,li 2dtf 99 r:• t� :; ' 3a " $ ddgdd $ = ? ; = add `a 37aieda ? 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