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1 , „ <br />S HEA R lnA <br />5GOle: NTS <br />NAILED 6” O.G. TO <br />TOP 8 BOTTOM <br />PLATES ;N/8d NAILS <br />NAILED 12" O.G. <br />W /8d NA L5 <br />2X4 BLOGKINO <br />ALL JOINTS <br />4" 3000 P51 MONOLITHIC 5LA5 WITH 6 "X6" #10 /10 <br />WWM (OPTIONAL 2500 PSI FI5ERME5H GONG) OVER <br />6 MIL. POLY VAPOR BARRIER OVER GLEAN <br />COMPACTED, TERMITE TREATED SOIL. <br />o <br />t — ----- <br />— - -� -- <br />a <br />d ",, <br />1 QD` <br />NAIL FA77ERN <br />ALL WORKMAN5HIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE <br />NATIONAL ELECTRICAL CODE,LOCAL ORDINANCES AND POWER COMPANY REOULATION5. <br />SUBCONTRACTOR SHALL BE LICEN5ED, CARRY ALL APPLICABLE INSURANCE, AND HAVE A CURRENT <br />COUNTY OCCUPATIONAL LICENSE. <br />LUMBER : <br />I. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED. <br />2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN. <br />3. ALL LUMBER SHALL BEAR GRADE MARK OF AN A51C BOARD OF REVIEW AGENCY. <br />4. ANY SPECIES ALLOWED UNLE55 OTHERWISE NOTED. <br />5. SIZES ARE NOMINAL, ACTUAL SIZES SHALL CONFORM TO AMERICAN <br />LUMBER STANDARD P5 20 -70. <br />6. M015TURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE <br />11% OR LE55 AT THE TIME OF INSTALLATION, <br />STRUCTURAL LUMBER TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO <br />AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) SPECIFICATIONS. ALL <br />LUMBER AGAINST MA50NRY' OR CONCRETE TO BE PRE55URE TREATED. <br />ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. <br />CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (GUT SHEETS) ON SITE <br />AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR, <br />4 -PLY GDX PLYND. NAILED W/6D R/5 <br />NAILS 6" O.G. ON EDGES 4 12" O.G. IN <br />F ;ELD. USE �" STEEL PLYGLIPS, #15 FELT <br />AND 50 YR. ARCH. 5HINeiLE5 <br />SIMPSON HIO RAFTER TIE OR EQUAL ® X� <br />EACH RAFTER CONNECTION (405 LB <br />UPLIFT) <br />CONT. VENTILATED 50FFIT <br />11" ALUM. EAVE DRIP - --� <br />TUDS ® 16" O.G. <br />QVX5" BOLTS 0 24" O.G. <br />TINO 8" BLOCK <br />- TO REMAIN <br />'.T. 5YP PLATE <br />TINO FOOTING <br />/ w, BOLTS EVERY 24" <br />FRAME TO CMU 1NALL CONNECTION <br />Sr-,ALE: <br />1 #5 REBAR GONT, <br />2X NAILER5 A5 REO'D. <br />.I <br />I 2X P.T. PLATE <br />51MPSON HETAI6 OR EOJAL <br />INSTALLED PER MANUF. SPECS. <br />4" 3000 P51 MONOLITHIC- 5LAB WITH <br />6 "X6" 0 10 /10 WWM (OPTIONAL 3000 <br />PSI FIBERMESH GONG) OVER 6 MIL. <br />I POLY VAPOR BARRIER OVER GLEAN <br />COMPACTED, TERMITE TREATED SOIL. <br />— J <br />(, F <br />O n.�U <br />24" <br />COLUMN SECTION <br />SCALE: I/2" =1' -0" <br />EXI5TING ROC <br />TRU55E <br />R30 (MIN.) GATT INSULP <br />IN GE <br />RO (MIN.) E <br />INSULATION IN W, <br />}" GDX (OR APPRVL <br />SHEATHING WP7/8" <br />GEMENTITIOU5 FIN15H <br />15# FELT 4 METAL <br />EXI -�TINt- Fnn <br />FRAME 1�ALL SECTION <br />SCALE: 1/2" = 1' -0" <br />'4GHORED TO SLAB <br />5 4 5TD. 2" WASHER5, <br />1 4ING5, 12" FROM <br />O MORE THAN 6' -0" O.G. <br />ATE TIES TOP/BOTTOM <br />HURRI BOLTS WITHIN 12" <br />4 ® EACH SIDE OF <br />Z OPENINGS <br />)NGRETE SLAB <br />F.B.C. PLANS & t , T. L. HANSON I hereby certify that I have reviewed this Ian and SEAL HAROLD PILE WIND ZONE <br />& ASSOCIATES, INC. y p 39055 9TH AVE IIOMPH <br />ENGINEERING SERVICE, INC. found it to be in compliance with design ZEPHYRHILLS, FL <br />6440 FORT KING RD. CONSULTING ENGINEERS req uirements of the Florida Buildi Mode, 2007 ff <br />J ADDITION SHEET <br />ZEPHYRHILLS, FL. 33542 ENGINEERING BUSINESS N0. EB5830 q 9 l ���� - <br />Post Office 1728 <br />Dodo City, Florida edition includin g pp 2009 supp lements. ( Q' <br />T OLL FREE/ FAX 1(866)824 -7894 (352) 521 -5848 THDMAS L. HANSON PE DRAWN BY DATE 3 of a <br />WYLINE MCMILLAN 04/05/10 <br />VINYL BEADBOARD CEILING <br />THICKENED EDGE DETAIL <br />FOUNE�)AT 1 ON NOTES <br />TH15 FOUNDATION PLAN WAS DESIGNED BASED UPON AN ALLOWABLE SOIL <br />BEARING CAPACITY OF 2000 PSF (MIN.) CONTRACTOR MUST VERIFY <br />AND COORDINATE ALL SITE WORK TO MAINTAIN MINIMUM SOIL COMPACTION <br />REOUIREMENTS. <br />2. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE - CONSTRUCTION TERMITE <br />TREATMENT. <br />2X4 5YP RAFTERS ® 16" O.G. <br />ALUM/VINYL FASCIA <br />2X6 54J5FASGIA <br />2X4 5YP 57*UD5 ® 16 "O.G. OVER 2X4 5YP <br />PLATE TO FORM KNEEWALL <br />HEADER - DEL, 2X12 S.Y,P. BEAM W/" <br />PLWD. SPACER <br />�" PLYND. SHEARWALL PANEL - <br />NAILED W/BD R/5 NAILS 6" O.G. ON <br />EDGES 4 12" O.G. IN FIELD. <br />SAND STUCCO FIN15H OVER 12 "0 GMU.- <br />FORM GAP AND 5A5E <br />#5 VERT. REINFORCEMENT IN GONT. <br />FILLED CELL W/25" MIN, OVERLAP AND <br />6" HOOK INTO FOOTING <br />16 "X16" GONG. ELK. COLUMN l VGROUT <br />FILLED CELL5 ON GONG. FOOTING N/(3) <br />#5'5 CONT. <br />3 #5 REBAR5 CONT. SPACED 6" O.G. ON <br />3" HIGH CHAIRS <br />PRF ENGINEERED <br />SES @ 24' O.C. <br />2X4 TOP PLATE <br />SON RAFTER TIES <br />ROOF PLAN <br />EN STUDS TO TOP PLATE <br />iIMPSON SP2 <br />N JACKS R HEADER TO TOP PLATE <br />MPSON LS7A14 STRAPS <br />X4 JACK FOR <br />S. 6' -D' OR LESS, <br />X4 JACKS FOR <br />S. GREATER THAN <br />STUDS @ 24' O.C. <br />IMPSON SP1 @ <br />TO PT BASE <br />PT 2x4 BASE PLATE <br />PLYND. NAILED AS SHOWN, COMBINED <br />N/HURRI -50LT5 CREATES PERFORATED <br />EXTERIOR SHEAR HALL <br />TYPICAL FRAMING <br />FOR OPENIN05 IN EXT. WALL <br />5GALE: 114" = I' -O" <br />