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2X4 TOP PLATE <br />PL <br />PRE-FAB TRJSG <br />V2' CLG. BOARD <br />1/2' DRYWALL --t _ <br />SECURE ST. — <br />PLATE TO GLAD <br />W/ IOd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN FLR <br />2X4 WOOD <br />STUDS •24. <br />or. <br />SLA15 <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />SETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.G. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />(T)TYP. INT. WALL NON-BRG. <br />D1 SCALE- 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5JJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENS TRUES — /J <br />MTL. DRIP EDGE J <br />2x FASCIA PER I _m <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />In' THICK, 2 COAT PORTLAND, <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />35/6, OR5 <br />1/2, DRYWALL <br />3/e' TOP <br />CHANNEL (25 <br />GAO <br />V2' DRYWALL <br />3 5/8. OR 5 3/6' METAL STUDS <br />24' O.C. 20 GA METAL TO Be <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/8' OR 5 <br />CABINETS AND TUMANOWER 25 <br />3/8' BOTTOM <br />GA METAL TO ISE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALL$. STUDS <br />GA) SECURED <br />fv <br />TO BE SPACED 16' Or— AT 2N0 <br />TO CONY <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />5/8' GYPSUM BOA <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />WOOD FLOOR <br />W/ 1/4' WOOD <br />SCREW <br />—FINISH FLOOR <br />1-STORY TYP. INT. WALL <br />1A_ METAL STUDS (NON-BRG.) <br />D 1 SCALE, 3/4'.I'-O' <br />\—SEE ENERGY CODE FORM <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.I INSULATION ------- <br />WINDOW ATTACHMENT <br />f SP PER MANUFACTURES, <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS, • 24' Or— <br />a, cm <br />1/2' GYP. WL. BD.� <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF BREATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 5 <br />(2) COURSE <br />IR' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />V DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.H. <br />ROOF 814EATWING <br />THI0KNE88 AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE-/ / <br />J/ 9' <br />2x FASCIA PER MA: <br />ELEVATIONS oi- <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 8CREED / <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />IR' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MA80NRY <br />ZA ro:. arA u. <br />I J� ���•4 I v T.!.❖•❖.T.! <br />•.00.�� <br />;' <br />i <br />R!n icnL TRAcx " e— � �-OVENCAD DOM <br />SY rvurF. BY OTH1ts <br />►A67000 TO Wom <br />TRACK DRACKM <br />Wv PRo=T <br />APPWPVAL KO. <br />/zEI�GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS <br />p °' — D1 SCALE: I I!I'•I _0• <br />2X4 OFF 24' O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL OETAILS— <br />STIFFBACK AT ALL UPRIGH' <br />PER STRJCTURAL DETAILS <br />PRE -ENS WO. 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' GYP'8lM BOARD OR IR' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Nx2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />In, GYP. WL. So. - <br />WOOD BASE— <br />FIBERsLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905JU. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON[. <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 TRIM <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />R <br />0'-0' FIN. FLptl — . — 0'-0' FIN. FLR 0'-0' FIN. FLR j, / Q _ 0'-0' FIN. FLR <br />v ROOF SHEATHING THICKNESS IS m ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 GIN <br />IN - a ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 1TH EDITION, SECTION R301.13 <br />AND 16095.1. AND 16095.1. <br />N W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE NO OPENING <br />NOTE: JU <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF r_'�l-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-V UNDERLAYMENT IN ACCORDANCE D1 GCALE� 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR W5.1.1.1 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 11 OR ASTM D486S TYPE III TYPE 11 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: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />L AA N: 0003325 A <br />a <br />'o <br />o <br />8UBDIV. de LO'151 <br />ABBOTT PARK <br />LOT #17 <br />BLK. #11 <br />PROJECT# <br />04181.000-17111 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />OARAGE SWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH YR. C <br />