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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />V!' GLCs. BOARD <br />V2' ORVIWLL Wr <br />I �Ic o <br />M, HIRY <br />GLAD <br />STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN IS,' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />FIN. FLR T � ' <br />r <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.E <br />ROOF BREATHING <br />THICKNESS, AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLANDJ-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY II <br />m'-m' FIN. FLRA <br />I.-0. <br />TYP. <br />ON. <br />D/8' GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />N' THIOG 2 COAT - <br />PORTUIG C!9®1T <br />FLMTm APFtwo <br />D"llmy TO <br />MAGGWY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM DO NOT CUT `itPrT GLnVa row a.►LN <br />ow aALv sTWUL <br />SOLID GROUT THE BOND �n'o.Ttin.ea ' <br />W/ (1)- 45 BEAM <br />(2) COURSE - REBARS W=0MAN <br />-- APPICYAL RdO. VERTICAL 7RAOK M <br />�'' "•,"• TRIOIC ORACKE7a �� <br />uvF4100 T <br />AFFRDVAt Rio. <br />za PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'■I'-0' <br />ENERGY CODE FORME <br />ATION R-VALUES <br />HENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING— <br />STRP8 a 24' O.C. <br />8' cm <br />1/2' GYP. ILL. W.- <br />WOOD BABE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9m8U.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 />}V.-C. FIN. FLR <br />d . <br />kE <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE• <br />PER SECTION F5CR W5.1.1 - FOR <br />TO LESS THAN <br />4 1—STORY HIP BLOCK WALL 4::122,, A (2) LAAYERSLOPE$ 2:2UNDERLAYMENT <br />D1 SCALE. 3/4'.I'-m' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE 11, ASTM D 486S TYPE <br />IV, OR ASTM D 6151 <br />A(TALT® To K.L <br />ML AS PM <br />FR7DIIGi <br />AFFIGOVAL Iim <br />mAc1cm <br />�acGale goo <br />K"THM ~ <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2'•1'-®' <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS <br />AS PER POOR 9m8.1.1. • EA END <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />BTIFFMACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE — PER STRUCTURAL DETAIL <br />e' -- <br />7x FASCIA PER MAX PRE-ENG WD. TRIA6 <br />ELEVATIONS o. <br />VENTED SOFFIT PER ELEVATION <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS <br />SHEET SNI. SECURE PER SEE ENERGY CODE FORME FOR <br />FASTENER SCHEDULE INSULATION R-VALUES <br />ON SHEET SNI PER ELEVATION <br />PRE-ENG. GABLE TRUSS GYPSUM BOARD OR 1/2' <br />WEEP SCREED HIGH STRENGTH CLG. BOARD <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS ,rT <br />R-4.1 INSULATION <br />�— WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENCE <br />arRucTIURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' Or- <br />1/2' THICK 2 COAT 1/2' GYP. WL. W. <br />PORTLAND CEMENT WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />Al <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90S.LI. <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 />THICKESS AS PER <br />SHEET ON). SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET ON. <br />PRE-ENG� GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />cm <br />IN. FLR — 0'-0' FIN. FLR <br />d a <br />a' cm a <br />U4' <br />9 <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />1 SCALE: 3/4'.I'-D' <br />A t G N I T E 6 T S <br />6 <br />Gr a inn <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdesigngroup.00m <br />AA C 00033125 <br />A <br />la <br />eVDDM ac IdOT <br />SILVERADO <br />LOT #17 <br />BLK. #14 <br />PROJECT <br />03719.000-17141 <br />MODZI t <br />"2558-HAWTHORNE" <br />GA RAGE e1TWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />IN <br />DATE'. 1/28/21 <br />EICALr• 1/4"=1'-0" <br />ElIKEET <br />D1 <br />