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HomeMy WebLinkAboutEngineering Planning & Development Services Department zw ll L: C Building & Regulations Division Fe �il�w IIA P CC Product Review Affidavit LLI Zj 0-1 Charles J Van Buskirk Vero Glass & Mirror Building Permit# Owners Name Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures_ Design Pressure Number Type Windows +39/-50 +50/-50 PGT SERIES"5500" NOA#16-0714.03 5 See attached NOA Sheet SK-1 Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 f NM'4 ........ 00 I have reviewed the above components or cladding and I have approved n. se in t sth e Pxodu/s'Vr s QW(a%M I the . j qu isult#ello wind loads and forces specified by current code provisions. 0- 0/1 —j tk .UJ M L Engineering, Inc -�O - LL, Name: Signature: N 0 sev,5; -7 -19-17 Michael A. Lue, P.E. 47520 Design Prof- Cert.No. :A'bate.- A `F L DESIGN CRITERIA BUVIIDM CCODE, 5th EDITION(2014) JUL 9 9tdI�' , 4 v 8. ROOF LOADS DEAD _IIIA `n' P E LNE _ _ DE516H CRITERIA PER ASCE 1 ULTIMATE HW SPEED RE61OR%0_1710 FPH "c� „`•C=M NOMINAL HND SPED REOON,V(aSW_....—...-132 MPH � i rTa9 1° ;� i! WIND BORNE DEBRIS RE610N ry Y �7 ytL ENCLOSEDSTRIVURE WLDINNS Wf6HT t 20 FT 1 ROOF PITON WA RISK CATEGORY If INFERNAL PRESSWE COEFF, 3 0,18 EXPOSURE C 1EI610 t E)FOSWF COEFF. 1.29 NOMINAL COMPONENT i CLADDING PRESSURES P8F(AUDI C ZNrEFFECTIVE AREA(Sa FT) IS c L V 000 1 II t 20 21 t 50 51000 100 I© I WA 1 p p o 2 �j 3 4 +40 -44 479 -42 +3b -40 434 315 5 440 34 +39 -50 436 -46 434 -42 t 4 1 WA 5 13D ZONE 515 HTHIN A DISTANCE OF(0)=4 FT FROM BUILDINS CORNERS. 80OPE OF WORK 1. SCOPE OF WORK 15 LIMITED WINE REMWAL/REPLPLEFtENT OF(4)E)MMOR HW"IN EXI5TINS OPENUN65 O 15T FLOOR STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN TRE FIELD AND NOTIFY THE EMNE ER OF ANY DISCREPANCIES PRIOR TO CON57M71OK 2. ALL HWOM AND HARDWARE RUST BE DE96N M AND CERTIFIED TO HTHSTAND TFE DM6N WND PRESSURE OF(439/-50)PSF t 51ALL EB IWAGT RESISTANT OR PROTECTED WTH IWMT RESISTANT COVERINS MATERIAL AS RMIRED BY THE FLORIDA WWI%CODE. E I 'O.G.MAX 4' s _ PT.BUCK AS REiXIRED BY DOOR MANIFACTURL32 U4'0 CORROSION RF515TAFRT _ TAPCONS INTO 6ROM MASONRY W 13/4'E SED TYP. ..,..w (MIN OF 3 FASTENERS EA SIDW agegBserft . � Tar P �a 0.y �Z,n'�+4 c, � ,•�'�'�.• -. . J 'n MASONRY WINDOW ATTACHMENT DETAIL %ALEt 3/4'=1 0" All WNDOW PMMMWa SHALL BE WATERTIGHT.PROVIDE AN MKICABLE WATERPROOF COATING 0)COAT BEFORE INSTALLIW BIX*1 0)COAT AFTER BUCK INSTAL.}AT10N1 A JOB ISSUE DATE: NAME: -T 9-1This drawing and design as shown Is VAN BUSKIRK RESIDENCE the property of ML Engineering,Inc. ENGINEER}NG,.INC:,.I JOB NO. 17 10388 Reproduction andfor use of this drawing ICO sUllln Structural Engin" 802 SHOREWINDS DRIVE-APTC or any content therein.wilhout express 9 9 I CHECKED BY: consent or permission of this company DRAWN BY: 2030 371h Avenue :. FT. PIERCE, FLORIDA TR ML Isprohlbiled,may constitute anInfringe- Veto Beach,Floilda 32960 menl.and may be subject to legal action tVhne:772.569.1257 Fax:772.569.4lt11, TITLE: SHEETNO: by ML Engtnaaring. Inc. o : =- =;r_,� WINDOW REPLACEMENT 5K-1 QF T SHEET