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HomeMy WebLinkAboutEngineering_l THESE PLANS AND ALL PROPOSED WORK ME SUBJECT TO AN - MARRCTIONS REQUIRED BY FIELD INSPECTORS THAT 201jAf 5Evgc mmNt=2Ai5RENTS COMPLY WITH ALL APOLICASLE CODES. BASIC WIND SPEED 165 MPH ULT - 3 SEC GUST RISK CATEGORY II BUILDING CATEGORY ENCLOSED EXPOSURE CATEGORY C WIND DESIGN PRESSURES. WINDOW / DOOR / COMPONENTS - +/- 42.3 PSF EXISTING LINTEL W/ ROOF ASV. (2) PT BTM PLATE 1/2' DRYWALL OVER 2 x 4 EXTERIOR FRAME WALL w/ R-13 INSULATION (2) PT BTM PLATE --\ w/ I/2" WEDGE ANCHORS • -a MAX 32" O.C. R E C EI l WN OM, I&EFS'JR ATTACH!,JENTS ARE THE RESPONSISILi iY OF THE SCOPE: ON 4/25/11, THIS ENGINEER PERFORMED AN INSPECTION OF THE "AS BUILT" FRAMED INFILL WALL w/ NEW DOOR d 5H WIN, THE AREA 15 APPROX, 6ro 5F IN AN EXISTING COVERED UTL. AREA. THE INFILL FRAMED WALL 4 OPENINGS WERE FOUND TO BE PROPERLY INSTALLED a IN COMPLIANCE WITH THE 2014 5TH ED, FLORIDA BUILDING CODE. A LAYOUT OF THE WALL CONSTRUCTION IS PROVIDED HEREIN AS NOTED ,ON THIS PLAN. STEVE WOOD P.E. N 34398 /?D6- per/ LUCIE COLTNTY ELM-DENG DIVISION TENVED FOR CO CE IEWEI�BX d�� �G - PLANS .4YO-PERMIT MUST BE KEPT ON OR NO INSPECTION WILL BE MADE. STUCCO FINISH OVER HARDIE SIDING OVER VAPOR BARRIER OVER 2 x 4 EXTERIOR FRAME WALL TYPICAL EXTERIOR WALL UTL ROOM IN -FILL "AS -BUILT" NTS McGEE RESIDENCE STEVEN G. WOOD "AS BUILT RENOVATION" 659 NETTLES BLVD. PROFESSIONAL ENGINEER STATE OF FLORIDA PE-34398 NETTLES ISLAND 950 S.W. Sultan Drive JEN59N BEACH, FL. 34957 PORT ST. LUCIE , FL. 34953 PH (772) 878-7324 MATCHED - EXISTING ' STUCCO r � "AS BUILT LAYOUT" SCALE: 3/16" - I' O" CONTRA( 0 Copyright 2017 ROBERSON DESIGN GROUP All rights reserved. REVISION DATE JOB a 1100SN1 DATE : 5/2/11 DRAWN BY SR SWEET ppCROTY Pook 2014 FBC 5TH EDITION 6 AMENDMENTS BASIC WIND SPEED 165 MPH ULT - 3 SEC GUST RISK CATEGORY II BUILDING CATEGORY ENCLOSED EXPOSURE CATEGORY C WIND DESIGN PRESSURES WINDOW / DOOR / COMPONENTS - +/- 42.3 PSF EXISTING LINTEL w/ ROOF ABV. (2) PT BTM PLATE 1/2' DRYWALL OVER 2 x 4 EXTERIOR FRAME WALL w/ R-13 INSULATION (2) PT BTM PLATE w/ 1/2" WEDGE ANCHORS a MAX 32" O.C. ELDLRUMAN i E"rlis'olm��m;vW e„eEgN' FL t.aR i�"iCQrTSUTME•ETP'TtiiaiN' ' �g'frfrri K330.�!EnpV;orlContaubreot , • :1. SYoS,0o1ImaERp nSooTom"orarvLn6ulfor0asryuro..��-;], ' u�i'J SCOPE: ON 4/25/11, THIS ENGINEER PERFORMED AN INSPECTION OF THE "AS BUILT" FRAMED INFILL WALL w/ NEW DOOR 4 SH WIN, THE AREA IS APPROX, 66 SF IN AN EXISTING COVERED UTL. AREA. THE INFILL FRAMED WALL 4 OPENINGS WERE FOUND TO BE PROPERLY INSTALLED 4 IN COMPLIANCE WITH THE 2014 5TH ED. FLORIDA BUILDING CODE, A LAYOUT OF THE WALL CONSTRUCTION IS PROVIDED HEREIN AS NOTED ON THIS PLAN. STEVE WOOD P.E. N 343S8 EKE #Efi P E� 9 13L0C RI�A� STUCCO FINISH OVER HARDIE SIDING OVER VAPOR BARRIER OVER 2 x 4 EXTERIOR FRAME WALL TYPICAL EXTERIOR WALL UTL ROOM IN -FILL "AS -BUILT" NTS mcc4EE RESIDENCE "AS BUILT RENOVATION" 68S NETTLES BLVD. NETTLES ISLAND JENSEN BEACW, FL, 34S5-1 STEVEN G. WOOD PROFESSIONAL ENGINEER STATE OF FLORIDA PE - 34398 950 S.W. Sultan Drive PORT ST. LUCIE , FL. 34953 PH (772) 879-7324 MATCHED ' EXISTING ' _ STucco r "AS BUILT LAYOUT" SCALE: 3/16" " 1' O" © Copyright 2017 ROBERSON DESIGN GROUP All rights reserved. REVISION DATE JOB @ MOOSNI DATE : 5/2/11 DRAWN BY SR SHEET 1 of 1 CTOR COPN. k #� CONTRACTOR COPY a CCNTR ACTCP ('O i