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LBO 2X4 TOP PLATE <br />PLAN Y <br />PRE -FAD TRUSS <br />1/2' CLG. BOARD <br />1/2- DRYWALL THY' <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL + 12. OG. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />OG <br />SLAB <br />IVLV IC• • IuldV 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 16' O.G. OR NOT <br />LESS THAN 2x&, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL (NON-BRG.) <br />D 1 SCALE: 3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />WITH LNOERLAYMENT <br />AS PER FBGR W5.I1 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET 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. FL1e.L <br />4 <br />n.. <br />4 4. <br />�— 3 S/S' OR S <br />V2' DRYWALL <br />3/6' TOP <br />CWANNEL (29 <br />GAJ <br />OOwee BEAD <br />w' Twm 2 Cd1AT <br />FORRND GB'w <br />r uw sa <br />IV cm u Fd! <br />W <br />FwTER APPEND <br />112' DRYWALL <br />DIRKTLY W <br />rusONWr <br />T to <br />7XT—T PAC1�D <br />3 5/6' OR S 3/6' METAL STUDS <br />TO FILL <br />24' OiC. 20 GA METAL TO BE <br />OmJ. V FIR <br />INSTALLED INWALLS <br />PROD= <br />Rza <br />RECEIVING UPPER/ LOWER <br />CABINETS AND TUBAHO8EER 29 <br />ATOM <br />�' ''� a�AL <br />SEALAWAL <br />noD <br />GA METAL TO BE INSTALLED <br />CHANNEL 125 <br />.FATW! &TRIP <br />IN ALL OTHER WALLS. STUDS <br />GAJ RED <br />LIt <br />AROUNDllt /..L <br />eb TJ <br />TO BE SPACED 16' O.C. AT 2ND <br />TO GONG <br />I T ML- KM —a..A .. <br />Dam n <br />FLOOR ELLADJACENT TO <br />FLOOR W/ 3/4' <br />cru <br />TRApC snAGgTA <br />STAIR WELLSS AND BATHROOM <br />P� <br />FWOW <br />WALLS W/ TILE FINISH <br />LOB <br />.VW MAN <br />JAM FIR <br />W/ 1/4' WOOD <br />�Ai. I= NFRICN 7RAOC r <br />6 pDOOR <br />WOOD BASEBOARD <br />SCREW <br />MYMA D ro <br />.°'.� <br />TRACK ORACIITS ROQf <br />W/FROOOCT <br />AFFRGVAL RWG <br />FINISH FLOOR <br />1-STORY TYP. <br />INT. WALL <br />zs GAS LINE THRU BLACK <br />3 GARAGE DOOR <br />JAMBS <br />w+r.r <br />D1 Be —ALE: 11/2'•I'-0' <br />1A METAL STUDS <br />(NON -BRIG.). <br />SCALE, 3/4'.I'-0' <br />\P_1111 <br />FIBEIIE'al-ASS SHINGLES--\ <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />AS PER FBCR WE.U. <br />WITH WDERLAYMENT <br />ROOF SHEATHING <br />AS PER PBCR 905.L1. <br />THICKNESS AS PER <br />ROOF SHEATHING <br />SHEET SNI. SECURED PER <br />THICKNESS AS PER <br />FASTENER SCHEDULE <br />SHEET SNL <br />SECURED PER <br />55/8' GYPSUM BOA <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />2x FASCIA PER <br />BOARD <br />REFERENCE <br />ELEVATIONS <br />STRUCTURAL <br />VENTED SOFFIT <br />SEE ENERGY CODE FORMS POR <br />PRE•ENCa TRU88 <br />WALL 6HEATWWs <br />INSULATION R VALUE <br />THICKNESS AS R <br />REFERENCE STRUCTURAL <br />SHEET SNI. SECURE PER <br />PER ELEVATION <br />MTL. DRIP EDGE <br />FASTENER SCHEDULE <br />2x FASCIA PER <br />ON SWEET SNI <br />Y <br />ELEVATIONS <br />PRE-ENG. GABLE TRUSS <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />WEEP SCREED <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />2x P.T. SECURED PER <br />SPECIFICATIONS —.ca <br />STRUCTURAL DETAILS <br />REFERENCE <br />STRUCTURAL <br />bd P.T. PURRING <br />STRIPS • 24' OG. <br />1/2' THICK 2 COAT PORTLAND <br />g• cm CEMENT PLASTER APPLIED <br />1/2, GYP. WL. BD. DIRECTLY TO MASONRY PO�RTLAND CEMENT <br />WOOD BABE I PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />n W/ WINDOW OPENING <br />N <br />— 0'-0' FIN. FLR 0'-0' FIN. FLR <br />8' CMU <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />TTH EDITION, SECTION R301.13 <br />AND 1605.5.1. <br />TYP. WALL SECTION <br />e <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'.r-m UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR SM.I.1.1 OF THE FBCR <br />2020 'ITH EDITION IS 44 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4S69 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />�2x4 SPF 24' O.G. MAx., <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS <br />STF'FB,ACK AT ALL L <br />PER STRUCTURAL DI <br />e..--PRE•ENG WD. TRUSS <br />CONY. Ul� 2x RAT RUN BECD PER—/ <br />STRUCTURAL DETAILS J/ <br />SE£ ENERGY CODE FORMS FOR <br />INSULATION It -VALUES <br />PER ELEVATION <br />IF <br />\ 5/6' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4) INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPHCIPICATIONB <br />REFERENC'E <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 FBGR 906J.1. <br />ROOF SHEATHNGa <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA FAR <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. SECURE R <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 />GMU <br />. — 0'-0' FIN. FLR <br />e • • ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />a ACCORDANCE WITH FBCR 2020 <br />4• .. 'ITH EDITION, SECTION R301.13 <br />AND 160 1.51. <br />ti W/ WINDOW OPENING Ii TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 l-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4*.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 'ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D406S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77 078 <br />FAX: 4OT-774-4078 <br />www.e bdesigngroup.mm <br />AA #: 0003325 <br />A <br />C <br />SVHDIV. Ae LOT <br />ABBOTT PARK <br />LOT #8 <br />BLK #14 <br />PHASE 4C <br />PROJECT* <br />04181.04C-08141 <br />MODXZA <br />4EBB <br />"1828—CALI" <br />GARAGE BVnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />