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HomeMy WebLinkAboutREVISIONX - OFFICE USE ONLY: DATE FILED: N � Ia. I Vs REVISION FEE: lk.60 LOCATION/SITE ADDRESS: 15 Alp %&OWN RECEIPT # 16 3 G PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS I PROJECT INFORMATION ­ie �S eso %,- � A 6 -/ 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 0 CONTRACTOR INFORMATION: I STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: � 0- CITY: PHONE (DAYTIME): m 6 L-0 ST. LUCIE COUNTY CERT. #: STATE: FAX: 4. OWNER/BUILDER INFORMATION: k�Zr,L ,\&. NAME: ADDRESS: (16 6 -) � p nV2 � CITY: c 6<c NII.- STATE: l5r�_ ZIP: PHONE: T(oZ2fi5q tk%Lf% FAX: 5. ARCHITECT/ENGINEER INFORMATION: 16 NAME: — ADDRESS: 60EQ1c- K-AAly C�-- CITY: STATE: ZIP: PHONE (DAYTIME): FAX: Revised 07/22/2014 -0 W ST LUCIE COUNTY S BUILDING DIVISION .4, REVIEWED FOR COMP NCB REVIEWED BY 'DATE: ... ....... AND PERMIT rui W- PLANS MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MAD i� VINYL SIDING HARDI BOARD, OR EQUIVALENT SKIRTING DETAIL TO TS TOP TRACK F STEN R 0 HOST SILL PLATE) USING SIMPSONS-1/2 WOOD $CREWS OR EQUIV. P O. Nj SPACING. IDEWALL (STAGGERED SCREW PATTERN P.T. SILL PLATE—� ENDDOFOSTUD,AONEBPEROFLANGEC�MIN. (2)jt8 PERIMETER WALL 4FRAMING �� ��TN�EDA1�� RMPL0ETALUDS76E COVERED WITH Y (.113 THICKNESS) THERMO-PLY TO BE INSTALLED WITH 1-1/4° GALVANIZED ROOFING NAILS OR EQUIV. THE FASTENING SCHEDULE IS 3° O.C. ON ALL PANEL EDGES AND 6' D.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL OCCUR OVER STUDS. THERMO-PLY TO BE COVERED WITH VINYL LAP SIDING, HARDI BOARD OR EQUIVALENT. SIDING TO BE INSTALLED PER MANUFACTURERS A SECTION "A" s-� / VENTILATION NOTES 1) VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH A PERFORATED (1/4 INCH MAXIMUM OPENING IN ANY DIMENSION) CORROSION AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF RODENTS. 2) A VENT SHALL BE INSTALLED WITHIN 3'-0" OF EACH CORNER OF STRUCTURE FLOOD VENT NOTES 1) IF HOME IS TO BE PLACED IN A FLOOD ZONE, THE LAP SKIRTING WALLS WILL REQUIRE HYDROSTATIC VENTS. ACTUAL VENT LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BY CONTRACTOR. THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE THAT IS IMMEDIATELY UNDER EACH OPENING. 2) FLOOD OPENINGS SHALL HAVE A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. OPENINGS MAYBE EQUIPPED WITH SCREENS, LOUVERS, OR OTHER COVERINGS PROVIDED THAT THEY PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLOOD WATERS. E OUTRIGGER FLOOR JOISTS FRAME .T. 2X8 WOOD SHIM 8"X16" CMU BLOCKS DRY STACKED EXISTING CONCRETE SLAB MATELINE WALL 2'x8' FLOOR JOIST -2`x6" P.T. SILL PLATE GALVANIZED METAL STUD (26 GAUGE) 'STUDS m V-4' D.C. GALVANIZED METAL STUD (26 GAUGE) 1NG CONCRETE SLAB r / / / VINYL LAP, HARDI BOARD, OR EQUIVALENT SKIRTING / INSTALLED PER HANUFACTLIRER'S / INSTRUCTIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR _VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. These 1609 of .+uN"c, um ua V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VASD =N 1l AL DESIGN WIND SPEED = 132 MPH Leonard G. "Geoff' Wood ' P.E.*47377 318 S. Scenic HvW, Ste. 100 Lake Wales, FL 33853 Office: 863589-5980 Fax: 1-866-865-2044 fill ao E �a L �ye ram, Z ff wo c x z 0 1 E ids U 2 F (17 _9 N C y m d 3 Il 0 D U Q 10 Drawing Number. S1 Storting Details Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013