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g_��g_�_ 2X4 TOP PLATE - <br />PE <br />PLAN Y 7t <br />PRE-FAB TRUSS <br />1/2' CLG. BOARD <br />In - DRYWALL 7-i- <br />SECURE ST. — <br />MATE TO SLAB <br />W/ Val MASONRY <br />NAIL 6 32' O.C. <br />MAX <br />FIN. FLR. <br />2X4 WOOD <br />STUDS 624' <br />O.G. <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />¢ES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />ib' O.G. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL ( NON—BRG. ) <br />D1 SCALE: 3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENG, TRJ66 JJ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER <br />ELEVATIONS TYP. <br />ON. <br />VENTED SOFFIT <br />f <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSUM M <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />3 5/6' OR 5 <br />1/2' DRY1151E <br />3/6, TOP <br />CHANNEL C25 <br />GAJ <br />IF!' DRYWALL <br />3 5/8' OR 5 3/8' ME <br />24' O.C. 20 GA MEINSTALLE <br />RECEIVING UPPER/ LOWER <br />3 5/8' OR 5 <br />CABINETS AND TUS/SHOWER 2S <br />3/6, BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA,.) SECURED <br />tv <br />TO BE SPACED 16' O.C. AT 2ND <br />TO C 74C <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />WALLS W/ TILE FINISH <br />PAF 4 TO <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. PURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2' GYP. WL. SO - <br />WOOD BASE — <br />0'-m' FIN. FLR_ _ <br />m. <br />a. <br />n W/ WINDOW OPENING <br />N <br />WOOD FLOOR <br />W/ 1/4' WOOD <br />SCREW <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS ( NON— BRG. ) <br />D1 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. <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 />FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160TIB.1. <br />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 SCALE, 3/4'.Y-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 64 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />�x no rK <br />LQi <br />� Y � neEve.ow aAs Ltd <br />�• au <br />N' OIT.IL. 6D. <br />anco sAte <br />r2B1GAS LINE THRU BLOCK <br />wdcA v. w•.f <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 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 />THICKNESS 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 />0'-O' FIN. FLRrL <br />8' CMU <br />F1 <br />:� Ai• 44�4:1 AWi�i�4�iTi1�?iT��4��;f <br />°OM JAM PIM <br />nmooucT oALv. StEEL <br />AfTIWVAL RlO. DTRAM <br />Y .{i <br />FASTET® TO <br />TRAGIC ■RAMT6 <br />1w PRGDUOT <br />APF9WVAL RC6 <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />• EA END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SECURED <br />PER <br />FASTENER SCHEDULE <br />71� <br />STIFFBAGK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL, DRIP EDGE <br />PRE-ENG WD. TRUSS 2x FASCIA PER <br />AX. ELEVATIONS <br />PER ELEVATION //// VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SM. SECURE PER <br />PER ELEVATION FASTENER SG-IEDULE <br />S/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4J INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. PURRING — <br />STRIPS • 24' O.G. <br />1/2' GYP, WL. SO. - <br />WOOD BASE — <br />cm <br />0� 0 FM. FLR <br />a <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-ib IN <br />ACCORDANCE WITH FBCR 2020 <br />d 4 1TH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />W/ WINDOW OPENING t-.-N TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />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 D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA S: 0003325 <br />% <br />A <br />Sulmm & Lo <br />ABBOTT PARK <br />LOT #8 <br />BLK. #9 <br />PROJECT* <br />04181.000-08091 <br />MODEL <br />4EBB <br />"1828—CALI" <br />OARAGE awuvO: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />1 <br />SCALE: 1/4"=1'-0- <br />8HEET <br />D1 <br />