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2X4 TOP PLATE <br />PLAN Y <br />PRE-FAB TRUSS <br />1/2' C .0. BOARD <br />1/2' DRYWALL —­ T-P - <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN FLR <br />2X4 WOOD <br />STUDS -24. <br />O.C. <br />SLAB <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 W O.G. OR. NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE• 3/4'.I'-0' <br />FIBERGLASS SNINGLEB <br />WITH UNDERLAYMENT <br />AS PER F5CR 11MA. <br />ROOF SHEATHNG <br />THICKNESS AS PER <br />SHEET SNI' SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I -m <br />TYP' <br />ELEVATIONS <br />O1-I. <br />VENTED SOFFIT <br />I r <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8, GYPSUM BI <br />OR V2' HIGH <br />STRENGTH CLG. <br />BOARD <br />ENER3Y CODE FORMS <br />ATION R-vALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />bc2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />B' CMU <br />1/2' GYP. I.I.L. 50.- <br />WOOD BASE — <br />0'-0' FIN. FLR� <br />Y� v <br />4 <br />n W/ WINDOW OPENING <br />N <br />S' DIA SLEEVE <br />DO NOT CUT <br />REBAR <br />PE <br />BOND BEAM NOT CUT <br />SOLID GROUT THE BOND <br />W/ (I)- BEAM <br />(2) COUFWA* - REBARS <br />A PIPE THROUGH BOND BEAM <br />121 SCALE, 3/4'.I'-V- <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON]. <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'-C' FIN FLR <br />ROOF SHEATHING THICIOJESS 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 />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D 1 SCALE. 3/4'.I'-0' — UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.E OF THE FBCR <br />2020 1TH EDITION 15 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />r 4e <br />N SM LN <br />2B GAS LINE THRU BLACK <br />D1 sole a+r.� <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F5CR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />WN <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' THICIC, 2 COAT— <br />PORTLAND CEMENT <br />PIASTER APPI-IED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRA <br />e' CmY <br />II <br />A <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR 905.11 <br />• EA END ROOF SHEATHING <br />2x BLNG OCKIBETWEEN TRUSSES THICKNESS AS PER <br />SNL <br />PER STRUCTURAL DETAILS SHEET <br />SECURED PER <br />=Tt"7FASTENER SCHEDULE <br />91IFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD. TRUSS 5' 2x FASCIA PER <br />AX. ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RW SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERSY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/eGYPSUM BOARD OR 1/2' ON SHEET ON. <br />HIGH STRENGTH CLG. 50ARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACFMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2, GYP. WL. 150 - <br />WOOD BASE- <br />0 <br />J. U. — 0'-0' FRlL FLR <br />a <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />a ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n W/ WINDOW OPENING � TYP. WALL SECTION <br />)' ., NO OPENIW. <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.E OF THE 1FBGR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE If OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7741SO78 <br />FAX: 407-7744078 <br />wwwabdaslgngroup.com <br />AA #, 0003325 <br />r <br />BUDDIIV. Ac LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #13 <br />PHASE 4B <br />PROJRCT* <br />04181.04B-17131 <br />MODlL: <br />4EHB <br />"2605—HAYDEN" <br />GARAO1c OWrNG: <br />RIGHT <br />PAai <br />DETAILS <br />160 MPH EXP. C <br />DA M MT 02/08/22 <br />8CA=.- 1/4"=1'-0' <br />B*Em= <br />D1 <br />