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F $� 2X4 TOP PLATE <br />PERpL.AN <br />PRE-FAB TRU88 <br />v" C. BOARD <br />7 <br />1/2' DRYWALL --- Wr <br />SECURE BT. <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.G <br />MAX <br />0'-®. <br />FIN. PLR <br />2X4 WOOD <br />STUDS .24' <br />or — <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />ZES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'.1'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />77 MTL. DRIP EDGE <br />2x FASCIA PER V.0. <br />-m <br />ELEVATIONS TYP. <br />ON. <br />VENTED SOFFIT <br />1/2' THICK• 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8, GYPSUM Bi <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />35/8, OR <br />W' DRYISTUPS <br />3/8' TOP <br />CHANNEL (25 <br />GAJ <br />IR' DRYWALL <br />3 5/8' OR 5 3/8' ME24'O,C. <br />20 GA MEINSTALLED <br />RECEIVING UPPER/ LOWER <br />3 5/6' OR 5 <br />CABINETS AND TUB/SHOWER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALL$. STUDS <br />GA) SECURED <br />TO BE SPACED 16' O.G. AT 2ND <br />TO CONC <br />tvulom <br />FLOOR WALL$ ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />FLOOR <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <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 • 24' O.C. <br />8' CMU <br />1/2, GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR_ — <br />m <br />,a <br />4'< <br />ti W/ WINDOW OPENING <br />W/ 1/4' WOOD <br />SCREW <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />91 SCALE, 3/4'.I'-m' <br />FIBERGLA68 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR $05.1.1. <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' THICIr, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND WPOSB.1. <br />TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />4 1—STORY HIP BLOCK WALL METHOD USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.1'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 04865 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />RJRQ LM <br />2�LINE THRU BLACK <br />lC.LLb N'.P.I <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SN1. 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 TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />8' CMU <br />9' <br />UX= JAM III F <br />AP r steel iOVERMAID DOOR <br />APTROVAL R66 MY %k-iRn�x I' ea Sr OT 00 <br />FAsiBCD TO LI <br />TRAGIC ORACx[T! <br />W/ nnoinr <br />ATROVAL III <br />s GARAGE DOOR JAMBS <br />p1 SCALE: 11/2*-1'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBIW5.1.1. <br />• EA. END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />—PRE-ENG WD. TRUSS 9 2x FASCIA PER <br />AX. ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR 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. BOARD PRE-ENG. GABLE TRUSS <br />WEEP $CREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />ERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. BID — <br />WOOD <br />i— WOOD BASE <br />�0'-0' FIN. FLR <br />a <br />m ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a° 1TH EDITION, SECTION R301.13 <br />AND 160S.5.I. <br />N W/ _WINDOW (,—)TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />K511—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.I'-0• 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 11 OR ASTM 0466S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />4 <br />� <br />h <br />t <br />It <br />o <br />a <br />In <br />W <br />E <br />00 <br />x <br />L <br />IA <br />BUDDIV.BBOTT PARK <br />LOT #20 <br />BLK. #9 <br />PROJECT* <br />04181.000-20091 <br />MODELe <br />4EBB <br />"1828—CALI" <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH RAv <br />17 <br />PRINT DATE: 6/15/21 <br />ECAIX. 1/4"=1'-0" <br />BIFEET <br />D1 <br />