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FRAMING NOTES: 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 TRU65JOIST SPECIFICATIONS. 4) ALL OF THE SIMP50N FASTENERS AND HANGERS MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER VALUES, ALWAYS VERIFY TINS WITH THE ENG, OF RECORD, 5) ALL ELECTRICALPLUMBING 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, GLAZING GLAZING THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF- *1 GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS ASSEMEBLIES, 02 GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH TUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET, 03 GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEARBY VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE, 04 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANEL OTHER THAN THOSE LOCATIONS (1=3) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING REFER TO THE THE 2004 FLORIDA BUILDING CODE RESIDENTIAL -SECTION R308 FOR ADDITONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING 65'-6" 54'-2" I1'-4" - 3'-4 _�_ 6 -4 I 11-0 �, _ 15 -6 10 -6 �_- - - SH 33/2 TEMPERED 31+ 41- [30+ 33- 1 30+ 33- l b135Gl1RE SH 25 5H 25 5H 25 — 5H 25 — 5H 25 ,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 2211X30" INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH 2O04 FLORIDA BUILDING GODS RESIDENTIAL -SECTION M1305.1.3, THE DESIGN WIND PRESSURE RATINGS ARE LISTED FOR EACH OPENING.THE WINDOWS AND DOORS CHOOSEN BY THE HOMEOWNER OR CONTRACTOR WILL NEED TO MEET OR EXCEED THESE PRESSURES LISTED BY EACH OPENING. ONLY WINDOWS AND DOORS WITH A FLORIDA APPROVAL RATING M SHALL BE USED. THIS MANUFACTURERS INFORMATION WILL BE REQUIRED BEFORE ANY INSTALLATION OF THESE PRODUCTS, MAIN FLOOR PLAN DATE : 2/Or /08 SCALE: 1/4" = 1'-0" R, S. HANLEY PAGE 3 DESIGN SERVICES INC, MOBILE/ OFFICE 352-206-5521 OFFICE FAX 352-588-2342 P 0 BOX 1325 SAN ANTONIO FLA. 3351ro 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 i 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 SIMP50N 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. I RUDY and fKR IST l IDOROUEE 5514 12th STREET ZEFHYRHILLS, FLORIDA EAST PASCO COUNTY 33542 TOTAL NEW ADDITION 156 SF DAVID W. SMITH, P.E. FLORIDA LIC.0 53608 352-521-0865 OFFICE 352-521-08(ol 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 2006 SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE. DAVID W. SMITH PE * 53608