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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />V2' CLG. BOARD <br />1/2'DRYWALL <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' Or - <br />MAX <br />FIN. FLR <br />2x4 WOOD <br />STUDS 024' <br />O.C. <br />HUNG PLUMBING <br />!MS AND WALL <br />4ETS SHALL BE Ni <br />THAN 2x4, WHERE <br />ED NOT MORE <br />ib' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL NON—BRG. <br />D� SCALE. 3/4'.I'-O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR W511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 8141. SECURED <br />PER FASTENER <br />SCHEDULE <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 />1_0. <br />TYP. <br />OA. <br />0/8, GYPSUM 04 <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />IWNCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />"IPB • 24' O.C. <br />Ia, Cm <br />1/2' GYP. WL. BD: <br />WOOD BASE — <br />S' DIA SLEEVE <br />DO NOT CWT <br />MCND BEAM NOT CUT <br />SOLID d167UT THE BOND <br />W/ (I)- -S DRAM <br />(2) CCkVM - PROARS <br />A NPIPE THROUGH BOND BEAM <br />SCALE. 3/4'.I'-O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR WS I <br />ROOF SHEATHING <br />T14ICKNEGG AS PER <br />SHEET SNL <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 />AW SM <br />MR 6Y W <br />26 GAS LINE THRU BLACK <br />D seA�e.vr— <br />H' IMCK, 2 COAT - <br />PORTL40 CM(T <br />"TINS AM60 <br />PmemT' TO <br />MASORT <br />Q. R2O. <br />ROD <br />REfs MMCAL TRA« I, x �u. I. `Rr mirer°O°" <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX ---,WITH <br />UNDERLAYMENT <br />WITH UNDERLAYMENT <br />SECURE UW (2)12d NAILS <br />AB PER FBCIR 906.I.1. <br />AS PER FBCR Wb U. <br />S EA END <br />ROOF SHEATHING <br />ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER <br />THICKNESS AS PER <br />PER STRUCTURAL- DETAILS <br />SHEET SNL <br />SHEET SNL SECURED PER <br />SECURED PER <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRICsHTS <br />MTI-. DRIP EDGE <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />M9 �-ENG �• TRUSS ax <br />A) <br />2x FASCIA PER <br />ELEVATIONS <br />O. <br />ELEVATIONS <br />PER ELEVATION <br />VENTED SOFFIT <br />VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />WALL "ATHING <br />STRUCTURAL DETAILS <br />THIC0688 AS PER <br />SHEET SNL SECURE PER <br />SEE ENERGY CODE FORMS FOR <br />WALL SHEATHING <br />THIC104E88 AS PER <br />FASTENER SCHEDULE <br />INSULATION R-VALUES <br />PER ELEVATION <br />SHEET SNL SECURE PER <br />ON SHEET SNI <br />FASTENER SCHEDULE <br />PIS-EWL GABLE TRUSS <br />5/8• GYPSUM BOARD OR 1/2' <br />ON SHEET SNL <br />HIGH STRENCsTH CLG. BOARD <br />PRE -ENO, GABLE TRUSS <br />WEEP SCREED <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL. DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />I MANUFACATURES SPECIFFIISCA IT ONS <br />1/2' THICK, 2 COAT <br />P'ORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />Ix2 P,T. FURRNG- <br />STRIPS • 24. O.C. <br />1/2' GYP. M. BD. - <br />WOOD BASE— <br />rim-7 <br />0'-0' FIN. FLR�_ _ _ ®'-®' FIN. FLR 0'-0' FIN. PLF%L / _ } 0'-01 FIN. FLR <br />ROOF SHEATHING THICKNESS IS ,, ;•• ROOF SHEATHING THICKNESS IS <br />e , ENGINEERED PER ASCE 1-16 IN a ENGINEERED PER ASCE 1-16 IN <br />• a ' �• ACCORDANCE WITH FBCR 2020 • ,; ! : ,.- ACCORDANCE WITH FBCR 2020 <br />4 1TH EDITION, SECTION R301.13 4 1TH EDITION, SECTION R301.13 <br />AND 16099.1. AND 1609.5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NO OPENING <br />NOTE: NOTE, <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />(!11—STORY HIP BLOCK WALL INSTALLATION OF ROOF r6_"�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE ecALE: s/a'UNDERLAYMENT IN ACCORDANCE <br />WITH FMCR 905.1.1.1 OF THE FBCR WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4065 TYPE III TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 J <br />q <br />O <br />F <br />SuDDIV. & LOT <br />ABBOTT <br />PARK <br />LOT #12 <br />BLK #9 <br />PROJECT# <br />04181.000-12091 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 81RNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH W. <br />mm <br />DRMT A08/14/21 <br />SCALE: 1/4'=1'-0' <br />DIEM= <br />D1 <br />