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2X4 TOP F1ATE <br />PRE-FAS TRUSS <br />V2' CLG. BOARD <br />V2' DRYWALL —­,_ R • R <br />SEOWN ST. — <br />PLATE TO SLAB <br />W/ Wei MASONRY <br />NAIL • 32' O.G. <br />MAX <br />SLAB <br />FM. FLR. <br />ITIONS SUPPORTINCa' <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR NOT <br />THAN 2x/D, WHERE <br />ED NOT MORE <br />1 TYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE, 3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TR4)98J/ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER i TYP. YR <br />ELEVATIONS <br />OH. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />—36A3'OR5 <br />I*, DRYWALL— <br />3/6, TOP <br />CHNdJEL (25 <br />GAJ <br />14' DRYWALL <br />3 5/6' O5 3/8' METAL STUDS <br />-4 <br />OR <br />24' L. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/6' OR 5 <br />CABINETS AND TLID/BHOWER 25 <br />OM <br />9/8' BOTTOM <br />GA METAL TO DE INSTALLED <br />CHANNEL ( 25 <br />JEL <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED I6' O.G. AT MD <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />W/ 3/4' <br />FLOOR LL <br />FLO <br />STAIR WELLS AND 15ATHROOM <br />a <br />WALLS W/ TILE FINISHWOOD <br />FLOOR <br />W/ 1/4' WOOD <br />SCREW <br />� PNISH FLOOR <br />1-STORY TYP. INT. WALL <br />1A METAL STUDS (NON-BRG. ) <br />D1 SCALE, 3/4'.I'-D' <br />L /&' GYPSUM BOARD <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1INSULATION i <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING-------,, <br />STRIPS • 24' O.C. <br />6' cm <br />1/2' GYP. WL. BM. <br />WOOD BASE - I <br />n V. WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S05.1.1. <br />ROOF SHEATHING <br />THICKNES8 AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />BOND BEAM <br />SOLID GROUT <br />W/ n)- s <br />(2) COURSE <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />21 SCALE:3/4'.I'-0' <br />_ 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a' ENGINEERED PER ASCE 1-16 IN <br /><r' ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />n 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 />.� SCALE, 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL 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 />SWEET SNL 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 />6' cm <br />1. <br />CA" AIO AR& <br />LM <br />: Y me Mays mm"LN <br />N' OTT. W RD. <br />Now 0.40 <br />2B GAS LINE THRU BLACK <br />TIC.M.4 Vl'.r4 <br />� 2X4 SPF 24' or_. MAX—_� <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS--. <br />STIFFBACK AT ALL UPRICI1' <br />PER STRUCTURAL DETAILS <br />PRE-ENG LLD. TRUSS <br />STR 2x RAT RUN SECURED PER—"' <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/6' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. PURRING— <br />STRIPB • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE— <br />yr THICK 7 COAT - <br />FORRAND CEMEW <br />F AOTER AMLICD <br />DeBXTLY TO <br />MAOGN Y <br />APPNOVAL RRG VRRTICAL TRAM <br />By MAP. <br />FAMeD TO <br />TM*M BRAGNMU <br />uv FROD m <br />AMROVAL REa <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR WS1.1. <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-ENG.GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />R BRAD <br />so <br />%kt& Pae <br />Ao <br />410 TO MLL <br />CT <br />WAL RIM <br />wr ( <br />Ae ROD <br />Rt eTm <br />w0 ALL <br />D (BY <br />MA".) <br />RAO DOCK <br />0'-0' FIN. FLR <br />4 ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />4 ITN EDITION, SECTION R301.13 <br />- . AND 16055.1. <br />W/ WINDOW OPENING , 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'.r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />l2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 04869 TYPE 1 PR <br />OR TYPE IV UNDER.AYMENT. N <br />/i <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abclesigngroup.com <br />AA #: 0003325 <br />0 <br />OVER as LOT: <br />ABBOTT PARK <br />LOT #30 <br />BLK. #12 <br />PROJECTII <br />04 S .000-30 21 <br />KODZEia <br />3EAB <br />"1504- AL=' <br />GARAGN swiNO, <br />RIGHT <br />PAGM <br />DETAILS <br />160 MPH AXP. C <br />