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LUMBER SPECS <br />ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS <br />SHALL BE NO LESS THAN *2 SOUTHERN YELLOW PINE <br />LUMBER. IF THE LUMBER WILL BE IN THE WEATHER OR <br />CLOSER THAN 18" FROM THE GROUND IT WILL NEED <br />TO BE PRESSURE TREATED. EXCEPT AS NOTED. ALL <br />FRAME WALLS WILL BE NO LESS THAN A *2 SPRUCE <br />AT 16" OC, INTERIOR AND EXTERIOR, <br />SIMPSON TITEN HD MASONRY SCREWS FL* 11506.1 <br />SIMPSON BPI STUD PLATE TIE FL*10456.41 <br />SIMP50N 5P2 STUD PLATE TIE FL*10456.42 <br />SIMPSON SPH4 FL*10456.46 <br />ATTIC VENTILATION <br />FOR GABLES OR HIP ROOFS VENTILATION SHALL BE <br />PROVIDED TO FURNISH CROSS VENTILATION OF EACH <br />SEPERATE ATTIC. THE RATIO OF TOTAL NET FREE <br />VENTILATING AREA TO THE AREA OF THE CEILING <br />SHALL BE NOT LESS THAN 1/150, <br />R. S. HANLEY <br />THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF <br />THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED <br />BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. <br />BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF <br />THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES <br />ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF <br />RECORD FOR THIS PLAN. <br />THE CONTRACTOR MAY USE EITHER A <br />SIMPSON HM9 HURRICANE TIE FL* 11413.6 <br />OR A SIMPSON MTSM16 TWIST STRAP FL*11413.2 <br />1/2" CDX OR 06115 ROOF SHEATHING 5V METAL ROOFING INSTALLED <br />NAILED WITH Sd COMMONS AT 6" OC AS PER MANUFACTURERS SPECS <br />IN ALL AREAS. COVER WITH A ROOFING <br />FELT OR OTHER MOISTURE BARRIER. <br />SIMPSON H2.5A HURRICANE TIES FL*10456.12 0,12 / 12 PITCH +/- <br />DRIP EAVE <br />2x6 SUB -FASCIA AND <br />ALUM FINISHED FASCIA <br />THE NEW ADDITION WILL HAVE TO <br />HAVE A SOURCE OF HEAT, NO AC <br />IS REQUIRED BUT HEATING IS REQUIRED, <br />E <br />FINISHED GRADE <br />ALCOA VENTED SOFFITT <br />FL# III91.8 <br />ALCOA VINYL SIDING <br />12141.1-10 <br />1/2" CDX OR OSB WALL SHEATHING <br />NAILED WITH Sd COMMONS AT 3110C <br />AT THE BOTTOM PLATE, 6" OC AT <br />THE SIDE EDGES AND 12" OC IN THE <br />FIELD AREA OF THE SHEET, COVER <br />WITH TYVEK WHOLE HOUSE WRAP, <br />USE SIMPSON TITEN HD MASONRY SCREWS <br />AT 48"' OC, 2 3/4" EMBEDDMENT AND <br />2 1/4" EDGE DISTANCE. USE SIMPSON SPI <br />STUD PLATE TIES AT 16" OC ON THE TOP PLATE <br />AND SP2 STUD PLATE TIES AT 32" OC ON THE <br />BOTTOM PLATE. USE A SIMPSON SPH4 ON EACH <br />SIDE OF ALL OPENINGS TOP AND BOTTOM. <br />10 02 SoufwERN YE] <br />R-30 C ROOF INSULATION <br />1/2" CEILING DRYWALL <br />DBL 2x4 *2 SPRUCE TOP PLATE <br />DBL 2xb *2 SOUTHERN YELLOW PINE HEADER <br />1/2" DRYWALL INTERIOR FINISH <br />SH 25 WINDOWS <br />EGRESS SIZE <br />2x4 02 SPRUCE EXTERIOR WALLS <br />WITH STUDS 16" OC. <br />2x4 *2 PT PINE BOTTOM PLATE <br />EXISTING PAINTED <br />MASONRY WALL <br />CONCRETE SLAB AND RAMP BY OTHERS <br />RIGHT ELEVATION VRO55 <br />EXISTING BUILDING <br />DINING AREA <br />THE FLORIDA PRODUCT APPOVAL <br />NUMBERS ARE LOCATED IN THE <br />AREAS THAT THE PRODUCT 18 <br />GOING TO BE USED. <br />SPLICE <br />0 0 0 0 0 0 0 <br />0 0 0 0 0 0 0 0 0 <br />0 0 O 0 i 0 O O 0 <br />ALL WOOD HEADERS WILL BE LAPPED A MIN OF 48" <br />WHEN SPANS ARE LONGER THAN NOMINAL SIZES AND <br />NAILED WITH 12d COMMONS AT 12" OC IN (3) ROWS FOR <br />HEADERS MADE OF 2x12, 2x10 AND 2x8. ALL OTHERS WILL <br />BE NAILED IN (2) ROWS. NAIL EACH 51DE OF ALL SPLICES. <br />NO 1/2" SPACERS ARE REQUIRED. <br />WOODED HEADER DETAIL <br />n Jl <br />DESIGN SERVICES INC. <br />MOBILE/ OFFICE 352-206-5821 <br />OFFICE FAX 352-588-2342 <br />P 0 BOX 1325 SAN ANTONIO <br />FLA, 335-T6 <br />EMAIL: hanIsgOboembargma!I.com <br />