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<br />, 1S or 30' ROOFING FELl
<br />5/8" COX SHEATHING OH APPROVED
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<br />1~"
<br />
<br />PRE-ENGINEERED TRUSSES AT 24" c/c.
<br />(P.T.) SHEATHING FIRST 8' F.H.A.
<br />
<br />METAL DRIP EDGE
<br />
<br />SUB-FASCIA
<br />
<br />ALUMINUM VENTED SOFFIT
<br />
<br />HURRICANE STRAP AT EA. TRUSS
<br />
<br />K.D. BLOCK w/ns BAR
<br />
<br />PRE-CAST LINTEL EXTEND TWO
<br />FEET EITHER SIDE OF OPENING
<br />WINDOW SEE SCHEDULE
<br />
<br />NOTE: WHEN WOOD CONTACTS CONCRETE METAL
<br />FLASHING MUST BE PLACED BETWEEN.
<br />
<br />2" x 4" PLATE
<br />Y,i" DRYWALL
<br />
<br />2" x 4" STUDS AT 16" c/c.
<br />
<br />2" x 4" P.T. PLATE
<br />
<br />BASE MOLDI~G
<br />
<br />"
<br />
<br />PRE-CAST SILL
<br />MARBLE SILL
<br />PRE-CAST OR POURED SILL
<br />8" BLOCK WITH FINISH SEE ELEV.
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<br />1" x 2" P. T. FURR. AT 16" c/c
<br />
<br />:.)( ,
<br />
<br />GRADE
<br />
<br />"-
<br />
<br />FOR FOOTING TYPE AND DETAIL
<br />SEE THIS SHEET
<br />
<br />TYPICAL WALL DETAIL
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<br />THESE W J NDOW ~:; TZU; ARE nECOMMENI lED LltJL Y. M: T UAL S I IE AN(1
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<br />ALUMINUM VENTED SOFFIT
<br />HURRICANE STRAP AT TRUSS
<br />(2) 2" x ? PLT. SEE PLAN
<br />
<br />SHtNGL~S/'I~E or FI~EROLASG (APPAovfO)
<br />
<br />1~ or 30' ROOFING FELT
<br />
<br />S/an COX PLYWdOD SHEATHING OR APPROVEO
<br />
<br />PRE-ENGI~EEAEO TRUSSES
<br />AT 2<1" c/c,
<br />(P.T.) SHEATHING FIRAT
<br />B' F.H.A.
<br />
<br />2" )( 4" PLATE
<br />
<br />FOR ..JOIST SIZE
<br />
<br />. , .
<br />.X.. .,
<br />
<br />GRADE
<br />
<br />AI
<br />
<br />TYPICAL WALL DETAIL
<br />
<br />1" ORYWALL
<br />
<br />2" x 4" STUDS Af 16" c/c
<br />
<br />2" x ? STUDS AT 16" c/c
<br />SEE PLAN
<br />
<br />R-11 01' A-3D INSUL.
<br />
<br />%" SHEATHING
<br />PLATE
<br />
<br />H~ADER SEE PLAN FOR SIZE
<br />TIE STRAP AT ALL ..JOISTS
<br />
<br />2" x 6" P. r. PLATE
<br />~" A.BOLT AT 24" c/c
<br />
<br />K.O. BLOCK ~/#5 BAR
<br />8" CONCRETE BLOCK
<br />
<br />1" x 2" P.T.
<br />~/INSULATIaN
<br />\" DRYWALL
<br />
<br />PLATE
<br />
<br />16" c/c
<br />
<br />FUR.
<br />
<br />)S" DRYWALL
<br />PLATE
<br />BASE PLATE
<br />
<br />FOR FOOTING TYPE AND
<br />DETAIL SEE THIS SHEET
<br />
<br />ARCH. SHINGLES/TILE or FIBERGLASS APPROVED
<br />1S or 30. ROOFING FELT
<br />";/8" COX SHEA THING OR APPROVED
<br />
<br />1 C'.,
<br />
<br />PFlE-ENGINEERED TRUSSES AT 24" c/c
<br />( p, T .) SHE AT HI NG FIRS T 8' F. H. A,
<br />
<br />R-19
<br />R-30
<br />
<br />.1
<br />
<br />
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<br />
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<br />)J . . . .
<br />
<br />
<br />TyprCAL WALL DETAIL
<br />
<br />
<br />METAL DRIP EDGE
<br />
<br />SUB-FASCIA
<br />
<br />ALUMINUM VENT~D SOFFIT
<br />HURRICANE STRAP AT EA. TRUSS
<br />PLATE SEE PLAN FOR FRAME SIZE
<br />DBL. PLATE (U.N.O.)
<br />WINDOW SEE SCHEDULE
<br />
<br />2" x 4" PLATE
<br />
<br />%" DRYWALL
<br />
<br />2" x 4" STUDS AT, 16" c/c
<br />
<br />2" x 4" P.T. PLATE
<br />
<br />BASE MOLDING
<br />
<br />WDOP SILL
<br />D8l. PLATE
<br />Y,i" SHEATHING AND FINISH
<br />
<br />STUDS AT 16" c/c. see plan
<br />for" size
<br />R-l1 or R-19 SEE PLAN
<br />
<br />PLATE P.T.
<br />
<br />FOR FOOTING TYPE AND DETAIL
<br />SEE Hil S SHE E T
<br />
<br />
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<br />SEE TYPICAL WALL DETAIL
<br />
<br />GR AD E
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<br />
<br />BEARING WALL DETAIL
<br />--------- --------- --- -~-----
<br />
<br />....
<br />
<br />GRADE
<br />
<br />
<br />4" CONCRETE SLAB
<br />w/6 x 6 10/10 W,W.M.
<br />
<br />. .. ~." .'~
<br />~ fIJ."...~.i
<br />
<br />....' ,.~
<br />
<br />#5 BAR CONT I NUOUS '
<br />
<br />8" X rEi" CONC. BLOCK
<br />
<br />#5 BARS CONTINUOUS
<br />SEE PLAN FOn AMOUNT
<br />
<br />FOOTING DETAIL
<br />
<br />~" ,..... .--.;;;:~
<br />
<br />SEE PLAN FOR WALL CONST.
<br />
<br />~" DRYWALL
<br />
<br />BASE PLATE
<br />BASE MOLDING
<br />
<br />"
<br />
<br />[J) .5 BARS CONTINUOUS
<br />
<br />FOR FRAMING NOTES
<br />SEE TYPItAL WALL DETAIL
<br />
<br />4" CONCRETE SLAB
<br />w/6 x 6 10/10 W.W.M.
<br />
<br />.,...... "\'.~~..
<br />',... )4 ,.. . , ... ..
<br />
<br />~ SEE PLA'N ~
<br />
<br />r'<"
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<br />SLOPE ON.
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<br />. ~.'. .'..
<br />. .
<br />
<br />, .
<br />
<br />THRESHOLD
<br />
<br />VAFHES
<br />SEE PL N
<br />
<br />#5 BAR CONTINUOUS
<br />SEE PLAN FOR AMOUNT
<br />
<br />PonCH OR PATrO OETAIL
<br />
<br />- _.- -- - -- -~'-'- -.-.-- ---"'- .._,. --'-- --
<br />-----------. --.-- - ------ ~-------
<br />
<br />..... FUH FRAMING NOI E.S
<br /><;Ef TH'ICAL WALL Uf IAIL
<br />
<br />~ "'.. LONU~E,IE ~,LAB
<br />'" ..IE> . 6 WilD W,W,M.
<br />
<br />A
<br />
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<br />
<br />
<br />SE.E PLAN
<br />
<br />n', HAilS CUNl I NLJIJUS
<br />',ll PLAN 1'011 AMOUNl
<br />
<br />_.~~'!''!'Q~~~OOU~~-9~!..~!::.,
<br />
<br />
<br />U5 BAR CONTINUOUS
<br />
<br />8" x 16" CONCRETE BLOCK
<br />#5 BARS CONTINUOUS
<br />SEE PLAN FOR AMOUNT
<br />
<br />FOOTING DETAIL
<br />
<br />DOOR
<br />..JAMB
<br />WOOD THRESHOLD
<br />
<br />, ., "",..."
<br />~ x. . . , ,. ."
<br />
<br />~FOI1 FOOTING TYPE
<br />SEE FOOTING DETAIL
<br />
<br />I,
<br />
<br />
<br />,;;,.
<br />
<br />.. .. ... .. .. .. .. .. .. ..
<br />.. .. .. .. .. .. .. .. .. ..
<br />t'-...cnPlt'-U1CT1Pl{'......
<br />1'1 <t '<1 U1 U1 lD lD {'... ('... co
<br />
<br />NOTES:
<br />
<br />I
<br />
<br />I
<br />
<br />
<br />
<br />WINDOW ELEVATION FOR SCHEDULE ONLY
<br />
<br />* CONTRACTOR MUST TIE DOWN MANUFACTURER OF WINOOW
<br />CU~TOMER WISHES TO HAVE INSTALLED.
<br />* CONTRACTOR MUST PROVIDE ACTUAL WINDOW OPENING SIZES
<br />TO FRAMERS I MASO~., BEFORE CONSTRUCTION 8EGINS.
<br />
<br />* FOR PLANS USED IN AREAS OF GROUND FREEZE CHECK
<br />LOCAL CODES FOR FOOTING DEPTH.
<br />
<br />******TRUSSES******
<br />
<br />* ALL TRUSS DESIGN, FABRICATION, WOOD SPECIFICATIONS
<br />AND CONNECTIONS SHALL CONFORM TO THE LATEST EDITION
<br />OF THE NATIONAL DESIGN SPECIFICATIONS FDA STRESS-
<br />GRADE LUMB~R AND ITS FASTENINGS RECOMMENDED BY THE
<br />NATIONAL LUMBER MANUFACTURES ASSOCIATION.
<br />THESE DRAWINGS SHALL BEAR THE SEAL OF A PROFESSIONAL
<br />ENGINEER OR ARCHIfECT REGISTERED IN THE STATE THE
<br />HnU~)E 1<.1 T n F~F cnNS T FlUC TED.
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