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2X4 TOP PLATE - <br />PRE -FAD TRUSS <br />12' CLG. BOARD <br />I2' DRYWALL —tom r4)r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. <br />2X4 WOOD <br />STUDS •24' <br />O.G. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL 5E NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />(:�-)TYP. INT. WALL (NON—BRG.) <br />DV SCALE. 3/4'.I'-0' <br />FIBER3LAS6 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SKI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENO TRUSS--�/ <br />MTL. DRIP EDGE // <br />2x FASCIA PER—J I'-O' <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />12' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />' d a <br />p <br />1 <br />a <br />°q <br />-35/S'OR5 <br />1/2' PWAL RYL <br />3/6, TOP <br />CHANNEL (28 <br />GA.) <br />I/2' DRYWALL <br />3 5/0' OR 5 3/S' METAL STUDS <br />24' OZ. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/8' OR 5 <br />CABINETS AND TUB/SHOWER 25 <br />3ro, EOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (23 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED 16' OZ. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />MOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP A TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />5/S' GYPSL" BOA <br />C I2' HIGH <br />STRENGTH CLG. <br />BOARD <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 />REFERENCE <br />STRUCTURAL <br />lx2 P.T. FURRING <br />STRIPS • 24' O.C. <br />8' Cm <br />1/2' GYP. WL. BD.� <br />WOOD SASE — <br />W/ WINDOW OPENING <br />W/ 1/4' WOOD <br />SCREW <br />`FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />D 1 SCALE: 3/4'.1'-& <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSGR 90S.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />9HEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRIl TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />12' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH F5CR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160SB.1. <br />TYP. WALL SECTION B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'•1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE F5CR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR A5TM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />i r.,c ueee row eAe u. <br />•av <br />N' OYr. tl4. OD. <br />-�� worn e w <br />LT <br />2B CAS LINE THRU BLOCK <br />D w•.rr <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCIR 905.1.1. <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 />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GASLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />12' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />e' cm — <br />1. <br />►i <br />REO. ��aeiiex 1RscTc BY <br />OTHU OOOIc <br />BY MAF. I M nleRa <br />R' <br />FATTENED TO <br />ROOMTRACK eRA02n <br />uV nloo= <br />ARNeovAL REo. <br />s GARAGE DOORJAMBS <br />D1 SCALE: 11/2'•1'-0' <br />FIBERGLASS SHINGLES <br />2x4 OPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FSCR 9051.1. <br />• EA. END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRU86ES SHEET 5NI. <br />I. AS PER <br />PER STRUCTURAL DETAILS SHEET <br />SECURED PER <br />FASTENER SCHEDULE <br />STIFFSACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD. TRUSS a 2x FASCIA PER <br />AX. ELEVATIONS <br />PER ELEVATION /// VENTED SOFFIT <br />If <br />CONT. 2x RAT RUN SECURED PER / <br />STRUCTURAL DETAILS J/ WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET ON]. SECURE PER <br />F'ER ELEVATION FASTENER SCHEDULE <br />5/0' GYPSUM BOARD OR 12' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT A8 PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />12' GYP. WL. SO. - <br />WOOD BASE— <br />W.W <br />0'-0' FIN. FLR <br />d ° <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH F5CR 2020 <br />n' .. 1TH EDITION, SECTION R301.13 <br />AND 160S5.1. <br />N W/ WINDOW OPENING TYP. WALL SECTION <br />B <br />NO OPENING <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />r_5"�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4''I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774,6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #t: 0003326 All <br />� <br />Z <br />fL <br />LTSDiv. do LOTBBOTT PARK <br />OT #16 BLK. #12 <br />PHASE:4C <br />ROJECT# <br />04181.04C-16121 <br />MODEL- <br />4EBB <br />"1828—CALI" <br />GARAGE BWINQi <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH MR. C <br />w a i <br />DA I 2/04/22 <br />SCALE: 1/4"=1'-0" <br />IIII <br />D1 <br />