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PAD "All 32"x32"Aro" 3000 PSI CONCRETE PAD WITH 05 REBARS IN BOTH DIRECTIONS AT 6" OC TIED TO ROD CHAIRS PAD 1115 2411x24"x12" 3000 PSI CONCRETE PAD WITH 05 RE3AR5 IN BOTH DIRECTIONS AT (o" OC TIED TO ROD CHAIRS i O O O O O O O O 1 O O O O O 1 0 O O O 1 O O O O 1 0 O O O ALL WOOD HEADERS WILL BE LAPPED A MIN OF 48" AND NAILED WITH 12d COMMONS AT 12" OC IN (3) ROWS AND ON EACH SIDE OF ALL SPLICES. WOODEN FLOOR BEAM DETAIL NO PLYWOOD SPACERS REQUIRED ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS SHALL BE NO LESS THAN 02 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, NOVELTY PINE SIDING OVER 1/2" CDX OR OSB SHEATHING SIMPSON SPi AND SP2 STUD PLATE TIES AS PER THE THE TRUSS LAYOUT UNLESS OTHERWISE NOTED (2) HT516 TRUSS STRAPS PER EACH PIER FL538-123 *5 REBAR IN FILLED CELLS IN H 8"x16" CONCRETE PIERS GRADE THE BOTTOM OF THE FOOTER WILL BE A MIN DISTANCE OF 12" INTO EXISTING GROUND 4 i- rl m O� I z C4 Lu al d �i Q I I 1 I 1 I A I I A , 1 I 1 1 28'-b" 1 8-0 I 8-O 8-O 8-O i 8-0 81-9 1- - -�- - �- - - - - - - - - - - - - - f -� -� -rI ------------------- -ELT: A A A A A ;A ' 1 �-1 4LL OF THE PIERS WILL BE I u� 'OURED SOLID WITH 3000 ; 1-8 y I = 'Si CONCRETE AND HAVE ----- `--------- 1-- OI ' 05 REBAR IN ALL CELLS. 1 5EE THE DETAILS FOR THE c 'AD SIZES. -- 3' 1 1 , 1 - ----- ;------------r-1�1� ------------ -----; IT1- r r----'-;-A 1 u I u I 1 n 1 a � 1 u 1 n 1 u � 8 -0 3 -S 4 -3 i 8 -O 8 -O Z -1 2 -8 1 1 1 I 1 1 1 1 I 1=0UNDATION PLAN TRIPLE 2x12 FLOOR BEAMS / NAILED WITH 12d COMMONS IN (3) STAGGERED ROWS AT 12" OC MIN LAP OF 48" EXISTING HOUSE I USE SIMPSON NCA210-16 - I BRIDGING FL414-121 T THE MID POINT OF THE FLOOR JOISTS DBL 2x12 FLOOR BEAM - - J SAME NAILING PATTERN I; I TRIPLE 2x12 FLOOR BEAMS / NAILED WITH 12d COMMONS IN (3) STAGGERED ROWS AT 12" Or, MIN LAP OF 48" 28'-fo" - - - -- FLOOR JOIST FRAMING PLAN 3/4" STURDI FLOR T46 SHEATHING GLUED AND NAILED TO THE FLOOR JOIST 2x10 FLOOR JOIST AT 16" OC (2) SIMPSON HETA 12 EMBEDDED STRAPS PER PIER TO ATTACH THE FLOOR BEAMS TO THE CONCRETE PIERS. FLISOI-128 FOUNDATION CROSS SECTION DETAIL USE 5IMP50N LU28 FACE MOUNTED U HANGERS FL414-121 ON ALL JOIST TO BEAM CONNECTIONS -------------------- - - ----- 3'-ro I, 2'-8" I EXISTING HOUSE FLOOR JOIST LOADINCs 40 PSF LIVE LOAD 10 PSF DEAD LOAD 360 DEFLECTION MAX SPAN FOR 16" OC SPACING IS W-1" WITH NO.2 GRADE 2x10 JOISTS SOUTHERN YELLOW PINE 8'-9" I 1 1 1 1 1 I I 1 1 I I 1 I 1 1 1 Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DATE : 2/Oro /08 SCALE: �� PAGE 2 1/4 = 1-O DESIGN SERVICES INC. MOBILE/ OFFICE 352-20(o-5821 OFFICE FAX 352-588-2342 RR' 8' HANLEY 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 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 15E 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. RUD1' and KRISTI DOROUEE 5014 12th STREET ZEFHYRHILLS, FLORIDA EAST PASCO COUNTY 33542 TOTAL NEW ADDITION 15ro SF DAVID W. SMITH, P.E. FLORIDA LIC." 53608 352-521-0865 OFFICE 352-521-086-I 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 -1 - 02, THE 2005 AND THE 200ro SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE. DAYID W. SMITH PE 0 53608