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2X4 TOP PLATE <br />PRE -FAD TRESS <br />1/2. CLG. BOARD <br />14' DRYWALL -tom Tv)r <br />SECURE BT. - <br />PLATE TO SLAB <br />W/ 1Od MASONRY <br />NAIL s 32' O.C. <br />MAX <br />FIK FLR <br />2X4 WOOD <br />STUDS s24. <br />O.C. <br />SLAB <br />'ARTITIONS SUPPORTING <br />IJALL HUNG PLUMBING <br />-IXTURES AND WALL <br />..ABINETS SHALL BE NOT <br />-ESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN Ifo' O.G. OR NOT <br />_ESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(a:)TYP. INT. WALL (NON-BRG.) <br />D1 SCALES 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F5CR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS J' <br />MTL. DRIP EDGE J <br />2x FASCIA PER I -m <br />TYP <br />ELEVATIONS 0 <br />O.H, <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR1 <br />5/8' GYPSUM Br <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- '5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'-1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />r <br />REFERENCE <br />_,----STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS s 24' O.G. <br />8' CMU <br />I/2' GYP. WL. ISD.- <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR S05.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION$ <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 />a ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />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 />QV <br />SCAM3/4'.1'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FSCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486E TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />cyaic,ro WA. <br />i V rvc ew.s ros ou �H <br />ou <br />yr m.W W. <br />ueoo sus <br />GAS LINE THRU BLACK <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS, AS PER <br />SHEET W.SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNE88 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 -ice <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIK FLR <br />e' Cm <br />II <br />u <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />1 —2X4 SPF 24' O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />s EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS-- <br />� jj—PER STRUCTURAL <br />TU ALL DETAILS <br />PER STRUCTURAL DETAILS <br />Ax PRE -Ewa WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />J.PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS s 24'O.C. <br />IR' GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5511. <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 />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 1609.5.i. <br />i W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />�1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 NTH 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 />6 <br />G e i In <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA tM 0003325 J <br />F <br />04 <br />0 <br />3 <br />EUHDIV. ds IAT <br />SILVERADO <br />LOT# 8 <br />BLK 16 <br />PROJECT# <br />03719.001-08161 <br />MODEL <br />"2558—HAWTHORNE" <br />GARAGE STIMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />15 H <br />