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2X4 TOP PLATE <br />PER I` <br />PLAN <br />PRE-FAB TRJ89 <br />1/2' CLU. BOARD <br />V2' DRYWALL , <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ NAI1L0d M32' O.C.A80NRY <br />MAX <br />0'-0. <br />FIN. PLR <br />2X4 WOOD <br />STUDS 024. <br />O.C. <br />SLAB <br />ITIONS 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 />24' O.C. <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE: 3/4'.I'-O' <br />FIBERGLASS SHINGLE8 <br />WITH UNMRLAYMENT <br />AS PER FBCR 5MJJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />S <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FAOH <br />SCIA PER -® <br />ELEVATIONS O P4 <br />VENTED SOFFIT <br />I I <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/0' GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />35/8'OR5 <br />1/2' DRYWALL <br />3/8, TOP <br />CHANNEL (25 <br />CIA) <br />I/!' DRYWALL <br />3 5/0' OR 5 3/6' METAL STUDS <br />24' O.C. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING. UPPER/ LOWER <br />3 5/8' OR 5 <br />CABINETS AND TUB/SHOWER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />N ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />fv <br />TO BE SPACED 16' Z. AT 2ND <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 />.SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />lx2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2, GYP. WL. W.- <br />WOOD BASE — <br />0'-0' FIN. <br />n <br />m. <br />^a <br />n W/ WINDOW OPENING <br />H <br />WOOD FLOOR <br />W/ 1/4' WOOD <br />SCREW <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />D 1 SCALE: 3/4'.i'-0• <br />FIBERGLASS 81404GLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S05.1.1. <br />ROOF SHEATHING <br />THICKNESS AB PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS 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' 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 1609.5.1. <br />H 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'-1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486E TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />MD DIAL <br />aKlVROY IK <br />2B GAS LINE THRU BLOCK <br />kAu• in•.r.a <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ONIL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />1. <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 />1/2' THICK, 2 COAT—L--- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLIM 0 <br />8' CMu <br />♦ � � ����1 104004Ti0�400GTiTi�j�� <br />DODR MANY <br />D�1b <br />7 <br />PER 6ALV. STElL <br />OVERHEAD DOOR <br />RE6 KRTIOAL iRAOK <br />BY MAW. <br />BY oTHERB <br />FASTMCD TO <br />TRUK ERACOMTS �a,T <br />W/ F mo=T <br />APPROVAL NAM <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2)12.1 NAILS AS PER FBCR WS.H. <br />• EA END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SDI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD, TFinam 5' 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 ENEFr.Y 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 SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT A9 PER <br />MANUFACTURES SPECIFICATIONS <br />E <br />STRUCTURAL <br />1x2 P.T. FURRING <br />STRIPS • 24. O.C. <br />1/2' GYP. WL. BD. CMU <br />WOOD BASE <br />J 0'-0' FIN. FLR <br />a <br />ROOF SHEATHING THICKNESS 15 <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16099.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />y NO OPENING r' <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.r-m 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 D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdealg "P.Com <br />AA #: 0003325 <br />i <br />w <br />IA <br />LUMIV. LAT <br />BBOTT PARK <br />LOT #18 BILK. #12 <br />PHASE:4C <br />PROJECT* <br />04181.04C-18121 <br />bwDEL- <br />4EBB <br />"1828—CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />INCOME: 1/4"=1'— 0" <br />B*EM= <br />D1 <br />IA <br />LUMIV. LAT <br />BBOTT PARK <br />LOT #18 BILK. #12 <br />PHASE:4C <br />PROJECT* <br />04181.04C-18121 <br />bwDEL- <br />4EBB <br />"1828—CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />INCOME: 1/4"=1'— 0" <br />B*EM= <br />D1 <br />