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HomeMy WebLinkAboutPlot Plan Revisionr HARDI PLANK SIDING OR EQUIVALENT SKIRTING DETAIL P.T. STUD TO TOP PLATE/RIM JOIST CONNECTION SGL. P.T TOP PLATE. STAGGER SPLICES SIMPSON'S H6 STRAP OR EQUIVALENT. P.T. PERIMETER WALL FRAMING P.T. 2 X 4 STUDS @ 24" O.C. FASTENED USING 16D NAILS. P.T. WALL TO BE COVERED WITH THERMO—PLY (.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" O.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL OCCUR OVER STUDS. THERMO—PLY TO BE COVERED WITH HARDI SIDING OR EQUIV. HARDI SIDING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. H2.5 STRAP OR EQUIVALENT. USING 1/2 " X 3-3/4" WEDGE ANCHORS OR EQUIV. @ 3'-0" O.C. W/ (1) 2" X 2" THICK WASHER A SECTION "A" S-2 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 OOD VENT NOTES P.T, 2 X 4 1'OP PLATE TO RIM JOIST CONNECTION FASTENED TO RIM JOIST USING SIMPSON'S 1/4' X 3" SDS WOOD SCREWS OR EQUIVALENT @ 16" O.C. SPACING. (STAGGERED SCREW PATTERN) MATELINE WALL E OUTRIGGER FLOOR JOISTS FRAME --P.T. 2X8 WOOD SHIM 8"X16" CMU BLOCKS DRY STACKED /—EX G CONCRETE SLAB SIDEWALL PERIMETER PIERS NOT SHOWN FOR CLARITY (REFERENCE PG. F-1) 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. VINYL LAP, HARDI BOARD, OR EQUIVALENT SKIRTING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION E coin - GO . LVOV- GC SITBOGG EXISTING CONCRETE SLAB �NCENT , C E NSF.•• y� ♦ • i No. 56196 STATE OF : FS'•F� 0R 1��'• % ONAL `�r\v�,• RECEIVED OCT 13 2020 St. Lucie County Permitting �,�SI01�1 These plans and specifications com pIyy with Section 1609 of the 2020 FBC-Residential (7th Edition) VULT =ULTIMATE DESIGN WIND SPEED = 170 MPH VASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) 50 W. Central Ave., Ste. B Lake Wales, FL 33853 Office: 863-5894980 Email: engineer@senybengineering.com J J LL mT zw co oW N � Drawin g r. Numbe + Skirt g Details 50 W. Central Ave. Lake Wales, FL 33853 © COPYRIGHT Z020