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2X4 TOP PLATE <br />PRE-FAB TR188 <br />IR' GI.G. BOARD <br />In' DRYWALL THY' <br />SECURE ST. - <br />FLATE TO SLAB <br />uY 10d MASONRY <br />NAIL • 32' OG. <br />MAX <br />0'-0' <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />Mlll=' OI YVO Im <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 />(�I)T YP. INT. WALL (NON— BRG. ) <br />D1 SCALE, 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5U <br />ON I}' O.S.B. SHEATHING <br />OR J' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS J/ <br />MTL. DRIP EDGE <br />2x FASCIA PER I y <br />ELEVATIONS TP. <br />orl. <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />®'-®• FK FLR <br />/8- GYPSUM BO <br />OR I/2' HKaH <br />STRENGTH GLG. <br />BOARD <br />T <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />------ <br />WINDOW ATTACHMENT <br />SPECIFICATIONS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />8' CMU <br />Lrl' GYP. ILL. <br />WOOD BASE —� <br />5' DU. SLEEVE. <br />00 NOT CUT <br />eOrb BEAM NOT CUT <br />SOLD GROUT THE G04D <br />YY (U- % BEAM <br />(2) COUPW - REeAPth <br />PIPE THROUGH BOND BEAM <br />p SCALE. 3/4'•r-P <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.0 <br />ON J' O.S.B. SHEATHING <br />OR k COX 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 />W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING �TYP. WALL SECTION <br />NO OPENING NOTE: " B NO OPENING <br />PER SECTION 905A - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />(I)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE: 3/4'.I'-c' 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 4869 TYPE IV, OR ASTM D <br />615-1 <br />L <br />r2il\GAS LINE THRU BLOCK <br />p srlu. vr.r.� <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwS.1.1 ON a' 0.8B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <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 />m aY W <br />1'-0' <br />TYP. <br />VY TNICK 2 COAT - <br />AOPULA D Culma <br />PLAOU R APFLI® <br />DIIOCTLT TO <br />MASGNW <br />uv Fluoc= <br />APPIWWAL luau. <br />cOMMt DEAD <br />v cru m <br />OTRICIMAL POI[ <br />2M P.T. ILO <br />ARACN® TO FLL <br />CELL A! Fe! <br />APPMWAL RIM <br />wLAW . <br />mAr4m DTI <br />PKXAM 6 ALL <br />AAOUO ter <br />ooawr~j <br />er ooelrs <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=1'-0' <br />2x BLOCIGNG BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIG4T <br />PER STRUCTURAL- DETAILS <br />PRE-ENG WD. TRUSS <br />STRUCTURAL <br />RAT RUN SECURED PERZJ/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HKeH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE— <br />FIBERGLASS SHINGLES <br />OVER 130 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R805.0 ON J' O.S.B. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />I'-0' FASTENER SCHEDULE <br />— MTL. DRIP EDGE <br />0.14. <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 />1/2' THICK, 2 COAT-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIN. FLRj� <br />8' <br />1/2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />d- <br />,. a <br />a <br />' 4 <br />r6�1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0' <br />Ll <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.eom <br />AA B: 0003325 <br />SURDIN. Ae Lo <br />SILVERADO <br />LOT 26 <br />BLK 18 <br />PROJECT# <br />04128.002 26181 <br />MODEL: <br />4EHB <br />112605— HAYDEN" <br />GARAGE 81IMG: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH <br />DAATZ: 04/06/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />