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2X4 TOP PLATE <br />eels r-Lp-.i <br />PLAN y <br />PRE -FAD TRUSS <br />W. a. BOARD <br />I//' DRYWALL —^tom 1-J'r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN. PLR <br />2x4 WOOD <br />STUDS •24' <br />O.C. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />¢ES AND WALL <br />4ETS SHALL BE NOT <br />BOND SEAM - <br />THAN 2x4, WHERE <br />SOLID GROUT <br />ED NOT MORE <br />W/ (I)- 4S <br />I&' O.G. OR NOT <br />(2) COURSE <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE. 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS—�J <br />MTL. DRIP EDGE <br />2x FASCIA PER I -0 <br />Tom' ELEVATIONS <br />ON. <br />VENTED SOFFIT <br />i <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/a' GYPSUM d <br />OR In, HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT GUT <br />THE BOND <br />BEAM <br />REBARS <br />_2A_ PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'-1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />a' CMU <br />1/2, GYP. ILL. SO. - <br />WOOD BASE — <br />0'-0' FIN. FLP. <br />�. <br />4 <br />n W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR WS.IJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <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 FPORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBGR 2020 <br />1TH EDITION, SECTION R301.1.3 <br />AND 16095.1. <br />TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE= 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.I.I.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486% TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />,ro GE& <br />mm P O Lw <br />2 GAS LINE THRU BLOCK <br />' �G-Li N••P-O <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKWESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <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 />a, CMU <br />"m YIRtIGAl 7Mi.CK I- `er= DOOR <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <br />_2X4 OPF 24. O.G. MAX.— <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFSACK AT ALL UPRIGH � <br />�— PER STRUCTURAL DETAILS <br />inx PRE-ENG WD. 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 />\ 5/9' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUPACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />1/2' GYP. UL. 150- <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0 <br />i 0'-0' FIN. FLR <br />a <br />m ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />4 1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />es " NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />�5�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 314'.1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE If OR ASTM 0,"S TY <br />. OR TYPE IV UNDERLAYMEN <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 327W <br />PH: 407-77443078 <br />FAX: 407-7744078 <br />www,abdesigngroup.com <br />AA N: 0003326 <br />4 <br />Q <br />LL <br />a <br />om <br />19VHDIV. de LOT: <br />ABBOTT PARK <br />LOT ##21 <br />BLK. ##11 <br />PROJECT# <br />04181.00 —21111 <br />MODEU <br />2554—E301 <br />"DARWIN" <br />GARAGE mVnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH N, C j <br />77 <br />PRINT 05 24 21 <br />DATE: <br />SCALE: 1/4°'=1°-0°° <br />SHEET <br />D1 <br />9 <br />