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�g_�Lg 2X4 TOP PLATE <br />PLAN <br />F'RE-FAD TOM <br />IR'. CLG. SOARS <br />1/2' DRYWALL -t 1 • 1 <br />SECURE ST. - <br />P'LATE TO BLAS <br />W/ IOd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FM. PLR <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />JETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />2W O.C. <br />(a:)TYP. INT. WALL NON—BRG. <br />D1 SCALE. <br />FIBEIEsLA59 9HINGLEB <br />WITH UNDERLAYMENT <br />AS PER POOR 905.1.1. <br />ROOF 8-MATHNG <br />THICKNESS AS PER <br />SHEET SNI. BE RED <br />PER FASTENER <br />SCHEDULE <br />�2 <br />PRE-ENG TRUSS <br />MTL DRIP EDGE <br />2x FASCIA PER 1-m <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED �11 EA <br />DIRECTLY TO MASONRY <br />S/8' GYPSUM Bt <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />3"IORS <br />I. DRY76=6 <br />"I TOP <br />CHANNEL l28 <br />GA.) <br />V2' DRYWALL <br />9 S/S' ORS 3/8' ME24' <br />OL, 20 GA MEINSTALLED <br />RECEIVING UPPER/ LOWER <br />3 Sro' opt S <br />CAM ETS AND TUD/SHOWBR 28 <br />3ro' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (28 <br />IN ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />fll__ <br />TO BE SPACED 16' O.C. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WEU.S AND BATHROOM <br />PAP A TO <br />WALLS V TILE FINISH <br />W/ 1/4' WOOD <br />SCREW <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- 5 <br />(2) COURSE <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />`—FINISH FLOOR <br />1—STORY TYP. INT. WALL m PIPE THROUGH BOND BEAM <br />1A METAL STUDS NON—BRG. D1 SCALE- 3/4'.I'-0' <br />D 1 SCALE: 3/4'.I'-0' <br />ENERGY CODE FORMS <br />R-4.1 INSULATION — <br />WNDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />"I" 'a 24' O.C. <br />8' CMU <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />0'-0' FIN. PLR..,, <br />4 <br />4: <br />n W/ WINDOW OPENING <br />�L <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <br />ROOF SHEATHING <br />THIC) ESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />��_ �-1_0 <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 />_ 0'-0' PIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />e ENGINEERED PER ASCE 1-16 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 />1 SCALE, 3/4'-I,-®, 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 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR SM.LL <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 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 C°_I"ENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />a' cm <br />:Y7Iq! by LN <br />ao, <br />2B GAS LINE THRU BLOCK <br />� .r <br />2X4 SPF 24' O.C. MAX <br />END SECURE W/ NAILS <br />A. END • E <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />AX PRE-ENG WD. TRUSS <br />PER ELEVATION <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORME FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENCE <br />STRUCTURAL <br />^' 42 P.T. PURRING <br />STRIPS a 24' O.C. <br />1/2' GYP. ILL. BD. <br />�— WOOD BASE <br />♦ � � � ��� i 045�Oi�i�i�40Ti�JOi0�4 <br />: - <br />� Amy OTT Ao DDat <br />Rah TAtAdG OT OTHEa <br />rwTaxm W Room <br />1*ACK SRACKM <br />Wr PROD= <br />AFFROVAL REO. <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2'•i'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.U. <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 />T14ICI04M AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNL <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />11 0'-0' PK FLR <br />4 • <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n W/ WINDOW OPENINGn 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 />1 SCALE, 3/4'.I'-C' 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 D226 <br />TYPE 11 OR ASTM D4869 TYPE III,UN <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.a bdesigngroup.com <br />L AA 8: 0003326 J <br />ll <br />a <br />Mimi <br />OUBDIV. 4. LOT: <br />ABBOTT PARK <br />LOT# 36 <br />BLK. 7 <br />PROJECT <br />04181.000--36071 <br />MODEL: <br />3EAB <br />"1504— ALLEX" <br />GARAGE EIT/ING: <br />LEFT <br />PAGE: <br />DETAILS <br />i6 M E C <br />