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FRAMING MOTES: 1) ALL WOOD USED FOR SOLE PLATES OR IN CONTACT WITH SOIL WILL BE *2 PT SOUTHERN YELLOW PINE . 2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE *2 SPRUCE OR BETTER AND SPACED 16" OC, 3) ALL ENG, WOOD BEAMS SUCH AS PARALLAMS HAVE BEEN DESIGNED ACCORDING TO THE TRUSSJOIST SPECIFICATIONS. 4) ALL OF THE SIMPSON FASTENERS AND HANGERS MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER VALUES, ALWAYS VERIFY THIS WITH THE ENG. OF RECORD, 5) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH INS MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR TO REQUESTING A FRAMING INSPECTION. 6) ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED CENTER OF THE STUD UNLESS NOTED OTHERWISE, 1) ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE FRAME OR MASONRY WALL WHICH WILL ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR SHEATHING WITH THE FOUNDATION). 8) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. 9) ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X6 *2 SOUTHERN YELLOW PINE WITH A 1/2" SPACER, SIMPSON 2.5A HURRICANE TIES FL503-122 ALUM. DRIP EAVE 2X FASCIA PAINTED ATTIC VENTILATION FOR GABLES OR HIP ROOFS VENTILATION SHALL BE PROVIDED TO FURNISH CROSS VENTILATION OF EACH SEPERATE ATTIC, THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CEILING SHALL BE NOT LESS THAN 1/150, EXTERIOR WINDOWS AND DOORS *1 ALL EXTERIOR WINDOWS AND GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/182 STANDARD AND BEAR IN AMM OR WDMA LABEL IDENTIFYING THE MANUFACTURERS PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. *2 ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENINGS SUBSTRATE. *3 INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED, 1/2" CDX (32/24) OR OSB SHEATHING NAILED WITH 8d COMMONS AT (o" OC UNLESS OTHERWISE NOTED ROB 5� t1A`� �F gN 00��0�5 VENTED SOFFITT NOVELTY PINE SIDING OVER 1/2" CDX OR 055 SHEATHING 1/2" DRYWALL ON ALL WALL INTERIORS MIN R-11 WALL INSULATION SIMPSON SPI FL414-121 AND 5P2 FL414-121 STUD PLATE TIES MAX 48" OC (2) SIMPSON HTS16 TRUSS STRAPS PER PIER. FL538-123 -_ *5 REBAR IN FILLED CELLS IN THE 8"x16" CONCRETE PIERS.ALL CELLS WILL BE FILLED. �\ GRADE THE BOTTOM OF THE FOOTER r„ WILL BE A MIN OF 12" INTO EXISTING GROUND *30 ROOFING FELT WOOD TRUSSES * 24" OC *31 MIN TOTAL LOADING R-30 INSULATION 1/2" CEILING DRYWALL ON ALL INTERIOR CEILINGS ------------------- ------- [[ ------ �k ----- ------ ------ ------ ------ - 2X6PLIC BLOC S - 2X4 OR 2x6 *2 SPRUCE STUDS AT 16" OC WITH A DBL TOP PLATE ON I ALL BEARING WALLS. 1/2"' (321241 CDX OR OSB SHEATHING NAILED FROM THE BOTTOM OF THE FLOOR JOIST TO THE TOP OF THE A MIN OF A DBL 2 x 6 *2 FRAME WALLS, SOUTHERN YELLOW PINE NAIL THE SIDE EDGES 6" OC HEADERS ON ALL EXTERIOR NAIL THE INTERIOR 12"OC FRAME OPENINGS NAIL THE END EDGES 3"' OC 3/4" STURDI FLOR T4G SHEATHING GLUED AND NAILED WITH 8d COM AT 6" OC EDGES 12" OC ALL OTHER AREAS II \ II II II 2x10 FLOOR JOIST AT 16" OC SIMP50N LU28 FACE MOUNTED U HANGER FL414-121 (2) 5IMP50N HETA 12 EMBEDDED STRAPS PER PIER TO ATTACH THE FLOOR BEAMS TO THE CONCRETE PIERS, ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS SHALL BE NO LESS THAN *2 SOUTHERN YELLOW PINE LUMBER, IF THE LUMBER WILL BE IN THE WEATHER OR CLOSER THAN 18" FROM THE GROUND IT WILL NEED TO BE PRESSURE TREATED. EXCEPT AS NOTED. THE EXISTING STRUCTURE WAS INSPECTED PRIOR TO THE DESIGN AND ENGINEERING OF THE NEW PLAN. ' THERE WILL BE NO ADDITIONAL LOADS ADDED TO THE EXISTING LOAD BEARING CAPACITY OF THE BUILDING. ROOF TRUSSES 24" OC MAXIMUM SPACING-: TC LL 20.0 PSF TC DL -1.0 P5F BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD_ 31.0 PSF DUR.FAC. 1.25 DEFLECTION MEETS L / 3roO LIVE AND L / 240 TOTAL LOAD NAIL 2x BLOCKING BETWEEN TRUSSES IN ALL AREAS THAT A PLY -CLIP CANT BE APPLIED. SIMPSON VTC2 METAL ROOFING INSTALLED VALLEY TRUSS CLIP PER DETAIL HEMANUFACTURER THE OR\�' FL3151-134 AS PER SIMPSON 2,5A HURRICANE TIES FL503-122 SIMPSON VTC2 VALLEY TRUSS CLIP FI-3151-134 2x6 PURLINS ATTACHED TO THE EXISTING FRAMING WITH (2) 16d COMMONS AT EACH INTERSECTING LOCATION ATTIC ACCESS ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ,FT, AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAMED OPENINGS NOT TO BE LESS THAT 22"X30" INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL -SECTION M1305.1.3. FLOOR JOIST LOADING 40 PSF LIVE LOAD 10 PSF DEAD LOAD 360 DEFLECTION MAX SPAN FOR Iro" OC SPACING IS WITH NO.2 GRADE 2x10 JOISTS CROSS SECTION EXISTING HOUSE �s N\� DATE : SCALE: 20ro /08 1/2 _ �-o i, PAGES - DESIGN SERVICES INC, MOBILE/ OFFICE 352-206-5521 OFFICE FAX 352-588-2342 R' 8' HANLEY P 0 BOX 1325 SAN ANTONIO FLA, 33516 THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY AND UNDERSTAND ALL INFORMATION BEFORE BIDDING OR STARTING ANY WORK ON THE JOB, THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PLAN, SEE THE SIMPSON STRONG TIES CATALOG FOR ANY ADDITIONAL INFORMATION ON ANY OF THE SIMPSON FASTENERS SPECIFIED ON THIS PLAN. CATALOG C-2008 EFFECTIVE i/ 1/ 08 BECAUSE THIS IS AN ADDITION IT WILL BE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK. THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. RUDY and KRISTI DOROUEE 5814 12th STREET ZEPHY'RHILLS, FLORIDA EAST PASCO COUNTY 33542 TOTAL NEW ADDITION i5ro SF DAVID W. SMITH, P.E. FLORIDA LIC.0 53608 352-521-0885 OFFICE 352-521-08rol FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R-301 OF THE FLA. BUILDING CODE 2004 ASCE I - 02 , THE 2005 AND THE 200ro SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE, DAVID W. SMITH PE * 53608