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2X4 TOP PLATE <br />PER Put L <br />PL <br />PRE -FAD TRJ88 <br />1,12' CLG. BOARD <br />IR' DRYWALL <br />SECURE PIT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS 024' <br />O.G <br />SLAB <br />INV I=• UIULJ� IIN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL (NON—BRG.) <br />D SCALE: 3/4' • I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR Ml05.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <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 />S/8' GYPSUM 5OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />-3 81/8, OR <br />1/2' DRY7�BTUDO <br />3/8, TOP <br />CHANNEL (25 <br />GAJ <br />I/2' DRYWALL <br />3 5/8' OR b 3/8' ME24' <br />O.C. 20 GA MEINSTALLED <br />RECEIVING UPPER/ LOWER <br />3 5/8, OR b <br />CABINETS AND TUISAWOWER 2b <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />M ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />TO BE SPACED I6. O.C. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 1 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />W( 1/4' WOOD <br />SCREW <br />`FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />(!A )METAL STUDS (NON —BRIG.) <br />\11W SCALE. 3/4'.I'-0' <br />SEE ENERGY CODE FORMS <br />'-R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />r— SPECIFICATIONS <br />i <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPB o 24' O.C. <br />8' Cm <br />1/2' GYP. W-. 150 - <br />WOOD BASE — <br />0'-0' FIN. FLR— _ < <br />m <br />.a <br />°a <br />n W/ WINDOW OPENING <br />rL <br />FIBERGLASS 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 />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' 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 160TI5.1. <br />�a TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL 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 II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />VT TNILK 7 COAT - <br />rORTLA/0 C!M!M <br />F ASTM ATLn'D <br />01pal LY TO <br />MAeO NY <br />_ <br />V. Vom1DOOR <br />m~j <br />i <br />PA&TON1110 TO <br />W= JAMS PM <br />APPIWVA. FM <br />VERTICAL TRACK r <br />BY MALF. <br />by on4m <br />2 GAS LINE THRU BLOCK <br />exe. vr.r•a <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCIR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />1. <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---f-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FIN. FLR�L <br />IF <br />8' CMU <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />i-2X4 SPF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS-- <br />STIFFBACK AT ALL L <br />PER STRUCTURAL DI <br />PRE-ENG WD.TRUSS <br />CONT. 2x RAT RUN SECURED PERJ/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY GODS FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2, GYP. W-. BD. <br />WOOD BABE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <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 ON), <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />14 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASGE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a a 1TH EDITION, SECTION R301.13 <br />AND 16M.5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />a " NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486E TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />IN <br />WAM <br />• <br />1441 N. RONALD RFAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407.7744307E <br />FAX: 407-7744078 <br />www.abdesigngtoup.com <br />AA IF: D003325 <br />a <br />- <br />E <br />a <br />C <br />BUBDIV. do LOT: <br />ABBOTT PARK <br />LOT #24 <br />BLK. #9 <br />PROJECT# <br />04181.000-24091 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 IRH EXP. C <br />DrpluNTATE: 8/14/21 <br />sICALE: 1/4"=1'- 0" <br />SHEET <br />D1 <br />