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2X4 TOP PLATE <br />em <br />PRE-FAB TRUSS <br />LOWCLCs. BOARD <br />10' DRYWALL <br />SECURE BT. 2X4 WOOD <br />PLATE TO SLAB STUDS 24' <br />UV Imd MASONRY O.G <br />NAIL • 32' OL. <br />MAX <br />BLAB <br />FIN. FLR <br />NU 1 C: O I UNa IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL SE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I/O' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />1 TYP. INT. WALL NON—BRG. <br />D1 &CALIS, <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9m5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET & 41. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRU&S TO.H. <br />MTL. DRIP2x FASCIA PERELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND• <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-m' FIN. FLR,I. <br />&/8' GYPSUM IN <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />3 5/8. OR 5 <br />V2' DRYWALL 3/8' TOP <br />C 4AMEL (25 <br />GAJ <br />LW DRYWALL <br />3 5/8. OR 5 s/8' METAL 87=8 <br />24' OrL 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVNG UPPER/ LOWER <br />3 5/8' OR 5 <br />CA1514M AND TUISISWOUER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />C 4A NEL (25 <br />M ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED 16' O.C. AT 2ND <br />TO Clow <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ W4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALL& W/ TILE FINISH <br />WOOD FLOOR <br />UV V4' WOOD <br />WOOD BASEBOARD-- <br />SCREW <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />!RENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. FURRMG— <br />STRIPS • 24' OZ. <br />e' cm <br />1/2' GYP. ILL. BD: <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />n <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />D 1 SCALE, 3/4'.I'-m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.I.t <br />ROOF SHEATHING <br />THICKNE&& AS PER <br />81 EET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TFW86 <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 />m'-®' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />TYP. WALL SECTIONWALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />.� SCALE, 3/4'-1'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR SM.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 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />Ao OE.L <br />FM 60 6" <br />Vl' T14C( 2 COAT - <br />PeWn.A D CEIW <br />pollomT TO <br />K#Aom Y <br />Rm. <br />00104M OEM <br />Y cm 4E0 <br />aTRUCMIL MR <br />2.6 P.T. m <br />ATTACNW TO F9.L <br />CELL AS MR <br />AF'FROVM. RAG <br />40ALANTI <br />BACKM ROD <br />2 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />I <br />D1 SCALE: 1 1/2'•I'-0' <br />FIBERGLASS SHINGLES 2X4 SPF 24' OZ. MAX <br />WITH UNDERLAYMENT <br />SECURE W/ (2)12d NAILS <br />AS PER FBCR WSJI <br />• EA END <br />ROOF ATMW' <br />� <br />2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER <br />PER STRUCTURAL DETAILS <br />SHEET SNLSECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPR6WTS <br />MTL. DRIP EDGE <br />PER STRUCTURAL DETAILS <br />2x FASCIA PER <br />MAx <br />r'RE-EIK+ �• TRUE <br />ELEVATIONS <br />O• <br />PER ELEVATION <br />VENTED SOFFIT <br />WALL SHEATHING <br />CONT. 2x RAT RN SECURED PER <br />THICKNESS AS PER <br />STRUCTURAL DETAILS <br />SHEET SNI. SECURE PER <br />SEE ENEICSY CODE FORMS FOR <br />FASTENER SCHEDULE <br />INSULATION R-VALUES <br />ON SWEET &NI <br />PER ELEVATION <br />PRE-ENG. GABLE TRUSS <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH 8TRENGTH CLG. BOARD <br />WEEP SCREED <br />P.T. SECURED <br />UCTURAL DETAILS—r�,-r— <br />STRUCTURAL <br />V2' THICK, 2 COAT --I-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />m'-m' FIN. FLR L L _ J m'-0' FIN. FLR <br />Y� .. <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />a •.:., ACCORDANCE WITH FBCR 2020 <br />4' 1TH EDITION, SECTION R301.13 <br />AND 160".1. <br />H W/ WINDOW OPENING B TYR WALL SECTION <br />NO OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.LL <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL &HEATHMG <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET SNL <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />WMDCW ATTACHMENT AS PER <br />MANUFACTURES, SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />fid P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />CMU <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'.1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FSCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />b <br />