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2X4 TOP FLATS <br />ena Em -L <br />PLAID <br />PRE -FAD TRUSS <br />112' CLCa BOARD <br />. 1/2' DRYWALL T <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 16d MASONRY <br />NAIL • 32' OZ. <br />MAX <br />FM. FLR <br />2X4 WOOD <br />STUDS 024' <br />OTC. <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />LETS 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 />(a�TYP. INT. WALL (NON-BRG. ) <br />D1 SCALE: 3/4'.I'-m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR TIMI.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TpJft:27 <br />MTL. DRIP EDGE J///I� /J <br />2x FASCIA PER —/ A <br />I -m <br />ELEVATIONS OA <br />ON. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />5/8' GYPSUM BOA <br />CR 1/t' NKaH <br />f<24 <br />STRENGTH GLG. <br />BOARD <br />A I <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 />ix2 P.T. FURRING—� <br />STRIPS • 24' O.C. <br />B' GMU <br />1/2' GYP. WL. ISO .------- <br />WOOD BASE � <br />n W/ WINDOW OPENING <br />ti <br />S' DIA SLEEVE, <br />DO NOT GUT <br />REBAR <br />PE <br />BOND BEAM NOT GUT <br />SOLID GROUT THE BOND <br />W/ (U. 7 BEAM <br />(2) COURBE - REBARS <br />2A PIPE THROUGH BOND BEAM <br />\Qy SCAM 3/4'.r-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR W5JJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <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 />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 />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r`\l-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4 .I'-m UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TW EDITION IS *4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />HgaoY LDR <br />2B GAS LINE THRU BLOCK <br />Dl • ,w• <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90SM. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. 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-ENC. GABLE TRU99 <br />VEEP 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 />9' <br />1/2' THRf.K 2 COAT <br />PORTLAM ClMR'T <br />PLASTER APPLU� <br />DUHECRY TO <br />6ALv. eTEEL <br />iR/OK RRAOClie <br />rASTu® ro <br />PRODOi.T <br />arPRaiK REO. <br />VlRIICAI. 7RA47C <br />r rot <br />RT MAtf. <br />n2E <br />FASTeeD ro 1e0i01'' <br />TRAcx <br />RRAn�Te <br />UUPRODWCT <br />APPRD✓K MO. <br />COMER READ <br />V (fV WE <br />STR)CMAL HCI.: <br />le:►ra�e�+r <br />20 P.T. UD <br />ATTACHED TO rLLL <br />CELL Ai PER <br />APPVWV <br />APPRDVK I!d <br />eEALAW . <br />MAC 4M R7D <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=1'-0' <br />_2X4 SFF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAIL$ <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG UJD. TRUSS <br />�CONT. 2x RAT RUN SECURED PERK/ <br />STRUCTURAL DETAILS J/ <br />SEE ENEF 3Y CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR I/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 • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD ISASE— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S05.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />M. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENG. CHABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />C lu <br />0'-0' RNL FLR <br />— <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />° 1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r6_"�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'•1'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION 15 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4864B TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />i44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA S: 0003325 <br />i <br />94 <br />U <br />J <br />O <br />v <br />�H <br />m <br />ib <br />o <br />r <br />N <br />W <br />E <br />8 <br />L J <br />SUHDIV. at LOT' <br />ABBOTT PARK <br />LOT #18 <br />BLK. #7 <br />PROJECT# <br />04181.000-18071 <br />MODEL- <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 91IING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 H EXP. C <br />MAY <br />D 05/06/21 <br />sCAL.E 1/4"=1'-0" <br />BFIEET <br />D1 <br />