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ITERFLR.A <br />2X4 TOP PLATE <br />PRE-FAB TRUSS <br />In. GLG. EOAlyJrZ <br />VY DRYWALL -tom TOr <br />SECURE MIT. — <br />PLATE TO SLAD <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. PLR <br />2x4 WOOD <br />STUDS 024' <br />O.G. <br />SLAB <br />NV I C: 01 UIJO Iry <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 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL (NON— BRG. ) <br />21 SCALE, 3/4'.I'-V <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW511 <br />ON J' OA.5. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />S <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />TYR <br />TYP. <br />ELEVATIONS <br />OH. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />GYPSUM IN <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />sa PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-C' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <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 />e' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />FIN. FLR,L _ <br />d e <br />tl <br />a <br />° y' <br />n W/ WINDOW OPENING <br />H <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.1.1 <br />ON O.SD. SHEATHING <br />.OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG 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 />0'-0' FIN. FLR <br />H TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL g2)OL�AYPRIUN ERLAYMENT SYSTEM <br />D1 SCALE= 3/4'-1'-& — — IS REHIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 4S69 TYPE IV, OR ASTM D <br />6151 <br />rvt.owa.e Lrs <br />ao. <br />2B GAS LINE THRU BLOCK <br />aeAu. ur.r�r <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R505.1.1 ON J' OAD. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-0. <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Rm. �OrVP14 AD Dom <br />� TRACK 1' By ofleRs <br />DY V" <br />PA6704 D TO Roar <br />TR4CX MACKO" <br />w neoo= <br />ATMVAL Rio. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />.-2X4 SPF 24' O.C. MAX.— <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />CCNT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-vALUES <br />,. PER ELEVATION <br />5/e' GYP'd1M BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT—J--- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0. FIN. FL_R.b , <br />a' CMU <br />b. <br />. u <br />A W/ WINDOW OPENING <br />R-43 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />.Ix2 P.T. PURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.0 ON J' O.S.B. <br />SHEATHING OR }• COX <br />PLYWOOD SECURED PER <br />I..m. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />OH. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />\_PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />\--2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />HWALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE. 3/4'.I'-V' <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />A R C N I T R C T• <br />Group <br />T LONGWOOD,FL 32750 <br />PH: 407-77460TB <br />FAX: 407-774.4078 <br />w .abdesigngroupzom <br />AA A: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-SW2628 <br />FAX: 819886.2802 <br />sxmDly. ds LoT <br />SILVERADO <br />LOT #6 <br />BLK #14 <br />PROJECT# <br />03719.000-06141 <br />KODEIA <br />2795— B <br />GARAGE STUNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. H <br />