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2X4 TOP PLATE <br />PEANI Y <br />PRE-FAB TR.188 <br />I/!' CLG. BOARD <br />1/2' DRYWALL ---- <br />TVT- <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL a 32' O.G. <br />MAX <br />0'-0. <br />FIN. FLR <br />2X4 WOOD <br />STUDS a24' <br />or — <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9 DJJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TW55 J <br />MTL. DRIP EDGE �// <br />2x FASCIA PER 1'-0' <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FN. FLR <br />a. <br />4. <br />a <br />.5/8' GYPSUM B( <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />35/B'OR5 <br />1/2' DRYWALL <br />3/8, TOP <br />CHANNEL (25 <br />CORNER BEAD <br />GA) <br />IR' THM 2 COAT <br />F'OR1LAlp CB•Exr <br />e• CPU am <br />FLNTER ArFLICD <br />eTR1lCTURAL FOR <br />REBi'DICB'� <br />1/2' DRYWALL <br />DIRECTLY TO <br />MAsoNRY <br />7.eFtT. IW <br />3 5/8' OR 5 3/8' METAL STUDS <br />ATtacwED To Flu <br />24. O.C. 20 GA METAL TO BE <br />Co" Ae F4R <br />INSTALLED IN WALLS <br />FleoDUer <br />K ONQ <br />RECEIVING UPPER/ LOWER <br />3 5/8' OR 5 <br />,ro BEK <br />� <br />CABINETS AND TUB/SNOWER 25 <br />3/B' BOTTOM <br />BaO�le ROD <br />GA METAL TO 15E INSTALLED <br />CHANNEL (25 <br />uBATHER enar <br />IN ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />eAs LRe <br />MOULOM Al. <br />TO BE SPACED W' O.C. AT 2ND <br />TO CONICi' <br />Foc OL.@vE Fq[ aW L1a <br />DOOR �,) <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />av <br />B—i -=To <br />STAIR WELLS AND BATHROOM <br />PAP a TO <br />-PAL <br />N'O1PALao. <br />FASTENED TO <br />WALLS W/ TILE FINISH <br />FLOOR <br />W= BARE <br />WOOD JAMB PER <br />W/ 1/4' WOOD <br />PRODUCT GKV. STEEL <br />AFFTlOVK REfi ym" <br />m"Doole <br />WOOD BASEBOARD <br />SCREW <br />TTRACK <br />Mom <br />TRAM BRACKM <br />w PRODI= <br />AF -00vAL REO. <br />FINISH RLOOR <br />1—STORY TYP. <br />INT. WALL <br />28 GAS LINE THRU BLOCK <br />3 GARAGE DOOR <br />JAMBS <br />'�''�''�-r <br />SCALE: I I/Z'. <br />D1 1'-0' <br />1A METAL STUDS <br />(NON —BRIG.). <br />\11D1 SCALE. 3/4'-P-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS a 24' O.C. <br />8' cm <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />a <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WD.1.1. <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 />— 0'-0' FN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE I-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />"ITH 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 />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'•I'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 NTH 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 />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR SOD.U. <br />AS PER FBCR W5.1.1. a EA END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. <br />SHEET SNT.SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER M9 PRE -ENS WD. TRUSS AX. 2x FASCIA PER <br />AX <br />ELEVATIONS O. ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING CONT. 2x RAT RN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER <br />ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />PRE-ENG. GABLE TRUSS I. -GYPSUM BOARD OR 1/2' ON SHEET ON]. <br />WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />FERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' O.C. <br />1/2' THICK, 2 COAT IF1' GYP, WL. BD. <br />PORTLAND CEMENT WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIK PLR _ 0'-0' FIN. FLR <br />B MU c4~° <br />° ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE I-I6 IN <br />A ACCORDANCE WITH FBCR 2020 <br />a ITH EDITION, SECTION R301.13 <br />AND 160TI5.1. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r5"�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'•1'-0' 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 0486E TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />SU <br />1441 N. RONALD RFAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />` AA #: 000332E <br />o <br />a <br />�al�s <br />2 <br />4A <br />W <br />f <br />00 <br />x <br />no <br />E(LJHDIV. de LUT• <br />ABBOTT PARK <br />LOT #22 <br />BLK #11 <br />PROJECT* <br />04181.000-22111 <br />MODE <br />4EBB <br />"1828-CALI" <br />GARAGE SKIING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />2 <br />pRn-rr 'I <br />DATZ. 09/21/21 <br />SCALE: 1/4"=1'-0" <br />9FIEET <br />D1 <br />