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2X4 TOP PLA7F <br />PRE-FAB TRUSS <br />0' CI.Cs DOANW <br />1/2' DRYUUALL T-Ir <br />SECURE ST. — <br />MATE TO SLAB <br />UV 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS G24' <br />or_ <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 16' O.C. OR, NOT <br />LESS THAN 2xb, WHERE <br />SPACED NOT MORE <br />TLJdN 2d' nr- <br />TYP. INT. WALL NON—BRG. <br />D� SCALE. 3/4'•1'-C' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR 6YNT14ETIC <br />PRODUCT, INSTALLED <br />PER SECTION R505J.1 <br />ON J' 0,6J5. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <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 />'5/6' GYPSUM Bf <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 />�PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'•I'-O' <br />SEE ENERGY CODE FORMS <br />ELEVATION <br />�` I — INSULATION <br />WIND <br />'LJ-V'V Imo_ WINDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />V CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />0'-0' FIN. FLR. L <br />a <br />,a n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R90S.0 <br />ON I}' 0.61L 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, FM. PLR <br />a <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION WS.1.1 - FOR ROOF <br />SLOPES 212 TO LESS THAN 412, A <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE: 3/4'"r-m' 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 II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6'15'1 <br />wo as <br />VAR <br />w <br />av <br />w'GYP. v-a0. <br />Gaon a,wt <br />. i�A <br />GAS LINE THRU BLOCK <br />r.,Wr vr.r� <br />FIBERGLAS6 SHINGLES <br />OVER •30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON I}' O.S$. <br />SHEATHING. OR }' CDX <br />PLYWOOD 6ECURED 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 />1/2' THICK 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FK FLR <br />0' TWM 2 CDAT - <br />FCRRAIO Camw <br />KL mnvt 4FFLa1D <br />Dummy To <br />MAGO W <br />1402 <br />aa. <br />r3-� GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•I'-0' <br />,-2X4 SPF 24' OG. MAX. <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS <br />STPFBACK AT ALL UPRIG#4 <br />PER STRUCTURAL DETAILS <br />PRE-ENG U1D. TRUSS — <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />IF <br />\ 5/6' GYPSUM BOARD OR IA' <br />HIGH STRENGTH CLG. BOARD <br />a <br />a <br />n W/ WINDOW OPENING <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O,C. <br />O' GYP. WL. 190- <br />WOOD BASE — <br />AL wm <br />woo <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905JJ ON l' O.SD. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />' FASTENER SCHEDULE <br />• MTL. DRIP EDGE <br />2 <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />C\PRE-ENG. .GABLE TRUSS <br />`—UEEP 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 />— 0'-0' FIN. FLR <br />a <br />BALL SECTION <br />OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-C' <br />UA41 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774.4078 <br />www.abdesigngroup.com <br />AA #: 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: 8138B8.2828 <br />FAX: 813888.2802 00 <br />BUBDIV. Se LOT0-1 <br />SILVERADO <br />LOT #2 <br />BLK #13 <br />PROJECT# <br />03719.000-021 1 <br />MODW-- <br />2795— F <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH W. B <br />D = 8/11/20 <br />SCALE: 1/4"=1'-O" <br />eklz T <br />D1 <br />