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2X4 TOP PLATE — <br />r'Lcuv T <br />7 Z PRE-FAB TRUSS <br />IR' CLG. BOARD <br />1/2' DRYWALL —�_ � 1 <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24' <br />Or - <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />i TYP. INT. WALL NON-BRG. <br />D� SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TWOS / <br />MTL. DRIP EDGE <br />2x FASCIA PER TYP. <br />I -0 <br />ELEVATIONS <br />O.H. <br />VENTED SOFFIT <br />I I <br />77 <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />V-0' FIN. FLR <br />35/S'OR5 <br />V2' DRYWALL <br />1/S' TOP <br />CHANNEL (25 <br />GA) <br />Caa4e BEAD <br />LQ' TWKK 2 COAT <br />1' cm m <br />RA67ER APPLIED <br />&TR+O7URAL FOR <br />� <br />1/2' DRYWALL <br />MAGONILY TO <br />MAaOrICT <br />3 5/8' OR 5 3/S' METAL STUDS <br />AnfM D TO FILL <br />24' O.C. 20 GA METAL TO BE <br />C L A& FUR <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 S/V OR 5 <br />CA"MD mAL <br />CABINETS AND TUD/SFIOUIER 25 <br />3/S' BOTTOM <br />BAO(Ele ROD <br />GA METAL TO BE NSTALLE0 <br />CHANNEL (25 <br />U ATTIO! STRIP <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />LFR <br />MouLONG ALL <br />TO � SPACED 16' O.C. AT 2ND <br />TO GONG <br />I N F.e M.ma FOR oAe ue <br />DA� D (BY <br />MLFJ <br />FLOOR WALLS ADJACENT TO <br />FLOOR UV 3/4' <br />RfR <br />7 Y BR,�Tp <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />w•eTR•. u.aC. <br />FAGIRMW TO <br />WALLS W/ TILE FINISH <br />WOODFLOOR <br />°DCO sAw <br />WOOD JAMB r6R <br />FPeoDucT GALV. STEEL <br />W/ 1/4' WOOD <br />AFFTr)vAL Imo. TRACK <br />OVEM49AD DOOR! <br />by otRens <br />WOOD BASEBOARD <br />SCREW <br />BVfiaT� <br />FASTND TO OLVE <br />TRACK BRAG E Room <br />tw PRODUCT <br />APPROVAL FRO. <br />FN18H FLOOR <br />213 GAS LINE THRU BLACK <br />3 GARAGE DOOR <br />JAMBS <br />1-STORY TYP. <br />INT. WALL <br />D1 SCALE: I I/2'•I'-0' <br />. "'.' ''''` <br />1A METAL STUDS <br />NON-BRG. <br />D1 SCALE• 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.IJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />5/S' GYPSUM BOARD <br />FASTENER SCHEDULE <br />R O1/2' HIGH <br />STRENGTH CLG. <br />REFERENCEE <br />REFERENCE <br />STRUCTURAL <br />SEE ENERGY CODE FORMS FI <br />PRE -ENO TRUSS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. FURRING <br />STRIPS � 24' O.C. <br />I/2' THICK, 2 COAT PORTLAND <br />g• CMU CEMENT PLASTER APPLIED <br />I/1' GYP. WL. BID DIRECTLY TO MASONRY <br />WOOD BASE <br />n W/ WINDOW OPENING <br />ti <br />0'-C' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 GCALE' 3/4'.I'-0' 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 11 OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPP 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905JJ. <br />AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. <br />SHEET SNI. SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX PRE-ENG WD- TRUSS ax 2x FASCIA PER <br />ELEVATIONS O. ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />SHEET SNI. SECURE PER SEE ENERGY CODE FORS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER <br />ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />PRE -ENO. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNP. <br />WEEP SCREED <br />NIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4J INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />FERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />1/2' THICK, 2 COAT 1/2'GYP. WL. BD. <br />PORTLAND CEMENT WOOD BASE 'Cm <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FM. FLR ° ° — 0'-C' FIN. FLR <br />8' CMU m . <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.13 <br />L <br />3 <br />AND 16095.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />" " NO OPENING <br />NOTE: <br />��l-STORY GABLE BLOCK WALL METHOD TBE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE: 3/4'-1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 J <br />11 <br />NOR <br />p <br />U <br />y <br />Pad <br />i <br />N <br />W <br />Q <br />L I <br />SVSDIV. de LOT <br />ABBOTT PARK <br />LOT ##11 <br />BLK ##11 <br />PROJECT* <br />04181.000-11111 <br />UODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />''*�ABOU"CP� <br />DATE: 08/15/21 <br />SCALE: 1/4"=1'— 0" <br />SHEET <br />D1 <br />