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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />1/2' CLG. BOARD <br />In' DRYWALL ---� TV'r <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ NDd MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIK FLR <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />SLAB <br />Mw1= .71uv.7 1n <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 />21 SCALE, 3/4'.r-& <br />FIBERIMLABS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI' SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS J/ <br />MTL. DRIP EDGE �// <br />2x FASCIA PER I -0. <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />F <br />— 3 5/8' OR 5 <br />in' DRYWALL 3/E' TOP <br />CHANNEL (25 <br />GA) <br />In' DRYWALL <br />3 5/8' OR 5 3/8' FETAL STUDS <br />24'04, 20 GA FETAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5W OR 5 <br />CABINETS AND TUB/SHOWER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO ISE SPACED 14' O.G. AT 2ND <br />TO GONG <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAF s TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />W/ 1/4' WOOD <br />WOOD BASEBOARD—, <br />SCREW <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD LEVATION <br />SEE ENERGY CODE FORMS <br />NWLATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION —� <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />RFPERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING —� <br />STRIPS • 24' O.C. <br />a, cm <br />1/2• GYP. WL. BD.— <br />WOOD BASE <br />n W/ WINDOW OPENING <br />ZL <br />\—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />D1 SCALE. 3/4'.I'-0' <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 />STRUCTURAL <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 />0'-0' FIN. FLR <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 160115.1. <br />B 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'-o' 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 0226 <br />TYPE II OR ASTM D4156S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />Vt Lfi <br />FVC 4YN <br />av <br />• eTF. W ao. <br />)m wE <br />"as LN <br />2B GAS LINE THRU BLACK <br />�•... <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 908.1.1. <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 />SHEET SNL 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 />V2' THICK, 2 COATS <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FIN. FLR <br />8' CMU <br />1. <br />v/• TIMK 2 COAT - <br />FORRATD CE'I W <br />FLMTER /RUED <br />DIRECTLT TO <br />rmaomy <br />D TO FLL <br />FER <br />REQ vtRy CN. TI�ACK� AarAO DO my onA OR <br />ST m <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2*.1'-0' <br />—2X4 OFF 24' O.G. MAX.—� <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRICTURAL DETAILS-- <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE POW$ FOR <br />;�/ <br />INSULATION R-VALUES <br />J,PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-41 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OZ. <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR 5M.U. <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 />m� <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASGE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a q" 1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />W/ WINDOW OPENING (,-)TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r511—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE:3/4'.r-m' UNDERLAYMENT IN ACCORDANCE <br />D1 WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />.//I <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774�6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA#:0003328 <br />a4 <br />TA <br />BU13DM ae IL,OT: <br />ABBOTT PARK <br />LOT #24 <br />BLK. #11 <br />PROJECT# <br />0418 .000-24112 <br />HODEIL: <br />4EBB <br />"1828—CALI" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />160 MPH EXP C <br />