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RAKE VARIES. SEE <br />ROOF DRAINAGE PLAN <br />ROOF OOMPONENTS AND <br />CLADDING FRES5URE5 <br />+14.4, -50.1 <br />4' <br />ASPHALT SHINGLES. SEE MANUFAGURFRS SPED. <br />U.L. APPROVED FELT PAPER <br />1/I6 058 BOARD OR 4/I6' 4 FLY CDX PLYWOOD <br />5HEATHtNG WITH CLIPS IN AREAS V+IEFtE TRUSSES OR <br />RAFTERS ARE SET YVIDE:R THAN 16' O.G. <br />SECURE EACH TRUSS WITH FiVRRiGAAE <br />ANCHOR, 511-`tF50N HETA20 OR <br />EQUAL, (HETAL PLATE UNDER EACH <br />TRUSS, UNLESS OTW;;pWISE NOTED) — <br />024 GA. NON- CORRI9rVE <br />METAL DRIP E06E OVER FASCIA, <br />COST. VENT FOR ATTIC AIR INTAKE <br />OVERHA CP 5HOM 15 <br />TYPICAL. SEE ROOF <br />SYSTEM DE:S16N FOR <br />VARIES <br />SEE MASONRY <br />WALL HEIGHTS <br />PRE --'AST SILL, FLUSH <br />OR EXTENDED. -•-, <br />6' x 6' x 16' COW- <br />MASONRY UNIT <br />4 REBAR - DOYIEL <br />5PACIN6 PER <br />FOUNDATION LAYOUT <br />h ELEVATION O'-O — J. — <br />� <br />TOP OF SLAB <br />FILL STEM COMPLETELY <br />5000 P51 OONCRETL' <br />4 OOVR5ES (MAX) <br />2 COUR5E5 (MIN) ESTIMATED 6RADE: <br />PRE EN&INEEREW WOOD <br />TRUSS SY5TE:M, DE5f6NED, <br />BY OTNER3. <br />`— R -I4 INS ATiON, etOV 4 OR <br />DATT WITH BAFFLES <br />1/2' 1-1164 5TRM4GTH OR 5/8' GYPSUi4 OCARD <br />ON ALL CEILINGS. NAIL 4' O.G. EDE:ES ANO '1' <br />O.G. IN THE FIELD WITH 5d COOLER NAIL3, OR <br />ON354 15190" NAILS OR EQUAL <br />6' X 6' X 16' KNOCK OUT BLOB -K W1 tH (I) #3 <br />RET3AR RUN HORIZONTALLY AND GONTINtbUS <br />#5 RPE3AR CONTINI)CUS FROM FOOTING M- ON <br />f'RE CAST REINFORCED OONCRETE LINTS . SEE <br />LINTEL SCHEDULE FOR SIZE AND LOADING. <br />TYPICAL WINDOW UNIT. SEE WALL LAYOUT AND <br />WINDOW 6CI S FOR TYPE, SIZE, AND <br />LOCATION. <br />PROVIDE 1/2' INTERIOR DRYWALL ON I' RI&ID <br />THERMA}C INSULATION UNDE32 IX2 P.T. HJ!'LikNG <br />STRIPS (R-65) (TYPI(:AL) <br />STOOL AND MOLD 5ENEATH (TYP). V10OD T'RM <br />OR FINISHED GYPSUM ARO" WINDOW UNIT. <br />46 REBAR GONTIWOU^ TO LINTEL AEk2VE, <br />MINIMUM OF 25' OF OVERLAP WITH FOOTIN& <br />REEAR FILL ALL CELLS HAVING STEEL. SEE <br />FOUNDATION PLAN FOR CE3L PL.AOEHqnrf. <br />E3ASMOARD. CONTRACTOR TO CHECK TYPE <br />O1' FLOOR COVERING TO DETERMINE 06T4T TO <br />SET MOLDING AEOVE FLOOR GRADE. <br />FINISHED ww -4zET2 FLOOR, 4' MINIMUM AT <br />9000 PSI TO RE=CEIVE TROWEL r - ms.H. <br />N 1.4 x N 1.4 (6X6) HIRE ME 3H OR <br />F1E5ER ?, � UNLP55 NOTED OTHERN SE <br />6 MM POLY VAPOR 5HIELD <br />ESACKFILL AND COMPACT IN <br />6' LIFTS TO FRO-'TOR 4545. <br />�A` \ — 5TAN0ARD 40' PRESENT 00i' TAIL OF <br />DOWEL TO RUN PARALLEL TO " STEEL fRriD3 <br />AT E30TTOM OF FOOTER. <br />(2) >t5 RE$AR (GON'T) ON 8" CHAIRS <br />PROPERLY OOMPA-'TED SOIL TO BE FELTT <br />OF ALL OR.6AXIC MATTB R AND TO Ee <br />TREATED A6AIN5T TERMITTE5. <br />TYPICAL NALL DETAIL y � <br />SCALE 142" = 11 - 0I! <br />EX15 N6 I4ouse <br />C-x 15 reowr <br />PORcA� <br />ROBERT K I H"tiLL Fz. <br />License No.: 4601 <br />1 1 <br />i <br />I .1 <br />14144' <br />I- <br />Q <br />Y <br />i <br />i <br />f f <br />i <br />f � s <br />T:I <br />4 <br />IT 15 TYIE OPINION OP THE EN61N=R THAT T}M <br />/ r ~ DL'SI44 CONTAINE=D WITHIN T HESL FLANS AND <br />$PEGIF(OATIONS V1AS PEPrOP44W IN <br />AGGOROAN413 HIT14 FLORIDA EIUILOIN6 GODS <br />` (2001 WITION WITH 2004 SUPPL&4E4T) <br />OWTION 1604. " WINO DE516141 WAS <br />GONOI)OTIEP VOIN3 A°SC4 I-M <br />TTg E4SINEERS WEAL, PERTAIN3 ONLY TO THE <br />\ ` 1 STRI WtAL PORTION OP THIS SET OP OeV" <br />0RAWING3 AND 15 ONLY VALID FOR t2 MONTT45 <br />AFTER TH13 DATE IT IS SIGNED AND yPALW. <br />