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2X4 TOP PLATE <br />P <br />PRE-FAB TRUSS <br />V2' GLCL BOARD <br />r 14' DRYWALL <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Mad MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN FLR <br />2X4 WOOD <br />STUDS *24' <br />O.G. <br />SLAB <br />LX% i c: V I4 II\ <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL 5E NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />_)TYP. INT. WALL ( NON—BRG. ) <br />D1 SCALE: 3/4'.I'-0' <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 />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' FIN. FLR.L <br />1'-m' <br />TYP. <br />O.H. <br />9/S' GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />35/S'OR5 <br />V2' DRYJOE <br />3/8' TOP <br />CHANNEL (25 <br />GA) <br />V2' DRYWALL <br />3 5/8' OR 5 3/8' ME <br />24' O.C. 20 GA MEINSTALLED <br />RECEIVING UPPER/ LOWER <br />3 5/6' OR 5 <br />CABINETS AND TUI5/SHOWER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED IS' O.C. AT 2NO <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />WOOD 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 />r : SPECIFICATIONS <br />r <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 />n W/ WINDOW OPENING <br />ti <br />W/ 1/4' WOOD <br />SCREW <br />--FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON —BRIG.). <br />D1 SCALE, 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SmS.I.i. <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 EWE <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' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.19 <br />AND 160S.5.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />4Q1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />91 SCALE: 3/4'-I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR 905.1.1.1 OF THE F5CR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />uux ao seAL <br />LN <br />t P F`C M.nh �aeOA► LN <br />av <br />w' OTl•. 0.. a0. <br />WOW OAM <br />h <br />2B GAS LINE THRU BLOCK <br />W'.PO <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.I.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 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 />a, CMu <br />1. <br />!� � � ����� I �•QOPO�Ti�40�i0.Oi40�4 y3 <br />17R OmAyLMAP. <br />l, Ct1R. <br />BY onaCAMO OooR <br />FAOT@!O TO ptooID <br />TRACK aRACK M � <br />uv pgtoo T <br />APPROVAL $Wa <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />—2X4 SPF 24' O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS—, <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER—/� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-YALUES <br />PER ELEVATION <br />If <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />NIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <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 />THICKNESS AS PER <br />SHEET SNI. 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 />CMU <br />° — J, 0'-0' FIN. FLR <br />n° a. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.19 <br />AND I609.5.1. <br />W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />�5�1—STORY GABLE BLOCK WALL METHOD TOUSED FOR THE <br />INSTALLATION <br />OF ROOF <br />D1 SCALE, 3/4'.I'.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 II OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />` AA #: 0003326 <br />14 <br />Ilk <br />o <br />N W <br />00 <br />A <br />BUHDIV. de LoT: <br />ABBOTT PARK <br />LOT #1 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-01121 <br />MODEL' <br />4EBB <br />"1828—CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />N <br />D 10/26/21 <br />8CALE: 1/4"=1'-0" <br />BFIEET <br />D1 <br />