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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />VY CLG BOARD <br />1/2' DRYWALL T• 1 <br />SECURE ST. — <br />PLATE TO SLAB <br />UY Wd MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />O.G. <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />MS AND WALL <br />LETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' OjC. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL NON—BRG. <br />D 1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR WS.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON]' SECURED <br />PER FASTENER <br />SCHEDULE <br />p/B' GYPSUM B! <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />V DIA SLEEVE, <br />DO NOT CUT <br />RIBA <br />PiFE <br />BOND BEAM NOT QJT <br />SOLID awzL T THE BOLD <br />W/ (D- % _ BEAM <br />(2) COURSE REBARS <br />2A PIPE THROUGH BOND BEAM <br />GALE, N4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR W5.1.1. <br />ROOF SHEATHING <br />THIC10688 AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE' TRU88 <br />SEE ENERGY CODE FORMS PO <br />\-INSULATION R-VALUES <br />PRE' TRUE <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />MTL. DRIP EDGE <br />I, m, PER ELEVATION <br />2x FASCIA PER <br />TYP <br />2x FASCIA PER <br />ELEVATIONS <br />OH. <br />ELEVATIONS <br />VENTED SOFFIT <br />R-4.1 NSULATIC 4 <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />/—RENCE <br />81 <br />Ix2 P.T. 702VOi <br />NG <br />STRIPSG. <br />I!!' THICK, 2 COAT PORTLAND <br />IR' THICK, 2 COAT PORTLAND B' cm CEMENT PLASTER APPLIED <br />CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY <br />DIRECTLY TO MASONRY WOOD BABE �\ <br />0'-0' FIN. FLR j _ <br />� 1 <br />a. <br />L <br />4. <br />n W/ WINDOW OPENING <br />n <br />0'-O' FN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />5 METHOD TO BE USED FOR THE <br />1—STORY HIP BLOCK WALL <br />INSTALLATION OF ROOF <br />1 SCALE. 3/4'-I'-o' 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 D4S69 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />Aw OPAL <br />I / nc 6aN row eA► cPs <br />•ati <br />warn uLo <br />W= ur <br />2B GAS LINE THRU BLOCK <br />sea , —r. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <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 TPZM <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK. 2 COAT-J-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FN. FLR,jh <br />IF <br />e' Gra.l <br />1. <br />♦ � � 4���A I •!40A�iTiAO!O�T4TiTi�Oi: <br />AFPPaG:`OVOWNAD POOR <br />ATRPVAL Irel.. VSRTr., 11U1CJR wr OAlIM <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' oz. MAX. WITH LNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. <br />• EA. END ROOF SHEATHING <br />2x BLOCKNG BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SECURED PER <br />FASTENER SCHEDULE <br />7 <br />STIUPRIGHTS FPSACK AT ALL UPRHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />POE -ENG U1O. TRUSS � 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION / VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER / <br />STRUCTURAL DETAILS J/ WALL SHEATHNG <br />SEE ENERGY CODE FORMS POR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOAR PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHIENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OG. <br />1/2' GYP. IlL. BD. <br />i--- S' CMU <br />WOOD BASE <br />J 0'"0' FIN. FLR <br />a .. <br />.. ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />° a 4 ITH EDITION, SECTION R301.13 <br />. AND 16095.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />6 1—STORY GABLE BLOCK WALL METHOD BE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE: 3/4'-I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04969 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA R: 0003325 <br />O <br />W <br />s� <br />t <br />A <br />o <br />sum a Loa. <br />ABBOTT PARK <br />LOT #27 <br />BLK. # 12 <br />PROJOCTIP <br />0418 .000-271 1 <br />MODRI . <br />4EHB <br />"2605—HAYDEN" <br />OARAOX STaNG: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP, C <br />3 <br />DRnff <br />AA 9/21/21 <br />SCALE: 1/4"=1' -0" <br />s*mc= <br />D1 <br />