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IF <br />2X4 TOP PLATE <br />Y <br />PRE-FAB TRUSS <br />1/2. CLG. BOARD <br />VY DRYWALL <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • "'Or - <br />MAX <br />' 0'-0' <br />PIN. PLR <br />STUDS 024' <br />O.C. <br />SLAB <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN ib' O.C. OR, NOT <br />LESS THAN 2x6, WHEN <br />SPACED NOT MORE <br />THAN 24' O.G. <br />1 TYP. INT. WALL (NON— BRG. ) <br />p1 SCALE, 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW511 <br />ON J' O.S.B. SHEATHING <br />OR k COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLRj <br />BIG, GYPSUM d <br />OR 1/2' HK+H <br />STRENGTH CLG. <br />BOARD <br />S' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />pj 51-ALE:3/4'.I'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />a' cm <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />a' <br />a. <br />4 <br />n W/ WINDOW OPENING <br />n <br />FIBEMLASS SHINGLES <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWblI <br />ON I}' OAS. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -ENO TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (-2)-AEYERIUNDERLASYMENT SYSTEM <br />D1 SCALE, a/4'.I'-®' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 49169 TYPE IV, OR ASTM D <br />6151 <br />I <br />AD MIL <br />pmem LWa <br />2B GAS LINE THRU BLACK <br />N •T4 <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rwb.0 ON l' O.SE. <br />SHEATHING OR Ij- CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I,_0. <br />TYP. <br />MTL. DRIP EDGE 0++. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT Y; // <br />PRE -ENO. GABLE TRU88� <br />WEEP BGREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />ve' TWCK W COAT - <br />roRTL.vD cmisw <br />PLA&MR AWLIm <br />0111mmY TO <br />MAIOMf <br />WOOD JAM Rat <br />rtccucT <br />ARltOVAL ten <br />F"Tsmw TO <br />TRAGC SRAcKm <br />w r actw <br />ATCVAW. ten <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2'.I'-TD' <br />i-2X4 SPP 24' OZ. h <br />SECURE W/ (2) 12d r <br />• EA END <br />2x BLOCKING BETWEEN <br />—PER STRUCTURAL DI <br />STIFFISACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONT.'2x RAT RUN SECURED PERJ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />J,PER ELEVATION <br />BID' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24. O.C. <br />1/2' THICK 2 COAT-✓ 1/2, GYP. WL. ED.- <br />PORTLAND CEMENT WOOD BASE — <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />d e <br />a' cm <br />jA <br />n W/ WINDOW OPENING <br />11�1� <br />R SKAO <br />m <br />O TO RLL <br />PWWe <br />U. pea <br />lioD <br />FIBERGLASS SHINGLES <br />OVER A30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908J.1 ON J' O.SD. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />\_PRE -ENO. GABLE TRUSS <br />\—WEEP SCREED <br />\--2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />112' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CNN <br />0'-0' FIN. FLR <br />c. . <br />B-- T�LL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 $CALE, 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdosigngroup.eom <br />AA s: 0003325 J <br />a <br />w <br />:? <br />a <br />4A <br />to <br />g <br />C <br />BVIMM ae LJOTil <br />SILVERADO <br />LOT ##33 <br />BLK ##18 <br />P1tOJWT <br />04128.001-33181 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE BVnNO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />