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2X4 TOP PLATE <br />LAN <br />PRE-FAB TRUSS <br />IR' CI.G. BOARD <br />7 <br />1/2' DRYWALL s • s <br />SECURE MIT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL a 32' Or - <br />MAX <br />PIN. PLR <br />2X4 WOOD <br />STUDS 024' <br />OG. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOI <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL (NON-BRG.) <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.I.1. <br />ROOF SHEATHING <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 <br />ELEVATIONS TYP. <br />O.W. <br />VENTED SOFFIT <br />I f <br />I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/S' GYPSUM BI <br />OR 1/1' NIGH <br />STRENGTH CLG. <br />BOARD <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />PENCE STRUCTURAL <br />ELEVATION <br />R-43 INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. PURRING - <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />0-0' FIN. FLR_ <br />n <br />n <br />4. <br />n 1K/ WINDOW OPENING <br />n <br />S' DIA. "EYE, <br />DO NOT CUT <br />REBAR <br />Fm <br />BOND BEAM NOT OUT <br />SOLID C%W= THE BOND <br />uv (I). S BEAM <br />(2)COUROE - REBARS <br />2A PIPE THROUGH BOND BEAM <br />\.Qy SCALE, 3/4'-I'•O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WD.U. <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 />IR' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />dk 0'-0' FIN. PLR <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 160S.5.I. <br />TYP. WALL SECTION <br />B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r ail -STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 &GALE, 3/4*-1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />O LM <br />PVC w-am PCA am LIID <br />av <br />mTt eo. <br />wo sma <br />2 GAS LINE THRU BLACK <br />D vr.r-r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCIR W5.1.1. <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 ON] <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 />6' cm — <br />9' <br />v2' THM 2 COAT - <br />FORMAIC CIMIW <br />PLASTER APRE!D <br />01prOm7 TO <br />MA/GEW <br />ATTACK TO PILL <br />CELL AS PER <br />PRODUCT <br />APPROVK 11 <br />5 <br />0. <br />WANT 4 <br />DACKER ROD <br />ryepp <br />_ OALV. lTL <br />j <br />AD <br />Eby <br />TL�- <br />APFlDVK RlO. my P". TRACx <br />L <br />DY MAtl. <br />N <br />DOOR <br />OTN <br />DY OTiDRe <br />PA&TDNm TO 010cm <br />TRAM DRACKM <br />uv PRODUCT <br />APPROVK RFA. <br />s <br />GARAGE DOOR <br />JAMBS <br />D1 <br />SCALE: I1/2'.I'-O' <br />i-2X4 OFF 24' O.G. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG LLD. TRUSS <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARO OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />dx2 P.T. PURRING- <br />STRIP'S • 24' O.G. <br />1/2, GYP. WL. BD. - <br />WOOD BASE— <br />P115EWsLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <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 SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />j. ° _ 0'-O' FIN. FLR <br />L <br />ROOFSHEATHING THICKNESS IS <br />ENGINEEREDPER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />41TH EDITION, SECTION R301.13 <br />AND 160SIB.1. <br />W/ WINDOW OPENING B TYP WALL SECTION <br />NOONNCs --- <br />NOTE: <br />5 1-STORY GABLE BLOCK WALL METHOD BE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE, 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774,407S <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />o <br />loll <br />aUDDIV. Ac LOT <br />ABBOTT PARK <br />LOT #36 <br />BLK #12 <br />PROJECT* <br />04181.000-36121 <br />MODEL: <br />3EEB <br />"2260- ELSTON" <br />GARAGE AWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />