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2X4 TOP PLATE <br />PER F <br />PLW —IF PRE-FAB TRUES <br />1/2' CLG. BOARD <br />Vl' DRYWALLT'rI- <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 024' <br />O.G. <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.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />�TYP. INT. WALL (NON—BRG.) <br />D1 SCALEe 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TM85� <br />MTL. DRIP EDGE <br />2x FASCIA PER I -m <br />TMP_ <br />ELEVATIONS <br />OH. <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />V-0' FIN FLR <br />G d a <br />a - <br />°a <br />d. <br />b/S' GYPSUM IN <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <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 />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRPS • 24' OC. <br />8' CMU <br />1/2' GYP. WL, BID. - <br />WOOD BASE — <br />W/ WINDOW OPENING <br />V DIA SLEEVE, <br />DO NOT CUT <br />REBAR <br />PIPE <br />BOND BEAM O NOT CUT <br />SOLID oft= THE BCND <br />eV (U- % BEAM <br />(2) rAXME - REBARS <br />ZA PIPE THROUGH BOND BEAM <br />SCALE, 9/4'•1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90S.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 8NI. <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 />' — J 0'-0' PIN. PLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.1.3 <br />AND 1605.5.1. <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 />D1 SCALE, 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 505.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04865 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />co" gw-40 <br />V2' <br />2; <br />7\ <br />alcmm <br />ftCOAT <br />STINUCTum FM <br />g"41CK <br />MAGONWr <br />2.6 P.T. Up <br />i?��i�4�iO�i�iTi�4�4 <br />`i♦♦NOM <br />i <br />•�-AAi:I <br />FAPP"WAL <br />w�.4.w4.4.w i..w� <br />�pcommawi <br />ORACMTS <br />1_ITRAM <br />JAM PER <br />��APPMOVAL <br />NM <br />zB GAS LINE THRU BLOCK <br />erx� v •.r.r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL 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 />SWEET 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— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR <br />N3' dm1 <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 1 1/2' • 1'-0' <br />i-2X4 SPF 24' OG. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE -ENS U.D. TRUSS <br />CONY. 2x RAT RUN SECURED PERJ� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />If <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 N46ULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />•Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />V2' GYP. WL. BD. <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <br />ROOF SHEATHING <br />TWI004ESS 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 SNI. <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0 <br />0'-0' FIN FLR <br />° 4 e <br />° . ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />4 -ITH EDITION, SECTION R301.1.3 <br />AND I&O'bb.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE' 3/4'.r-®' W DERLAYMENT IN TH BCR 9051.1.1 OF HEFBCR ACCORDANCE <br />2020 ITH EDITION IS "4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 04865 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />m <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />ww .abdesigngroupxom <br />AA N: 0003325 <br />h <br />o <br />K <br />a <br />h <br />O <br />BLTBDIV. Ae LAT <br />ABBOTT PARK <br />LOT #1 <br />BLK #11 <br />PROJECT/U <br />04181.000-1 113 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE OWING, <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH E <br />p <br />