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PF 2X4 TOP PLATE <br />PLAN <br />PRE-FAS TRUSS <br />V2' GLG BOARD <br />1/2' DRYWALL ' • , <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ IOd MASONRY <br />NAIL • 32' O.G. <br />MAX <br />0'-0' <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024. <br />OC. <br />G: pI4V� 111 <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.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' OjC. <br />�1TYP. INT. WALL (NON-BRG.) <br />D1 SCALE. 3/4'.1'-0• <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSB� <br />MTL. DRIP EDGE <br />2x FASCIA PER I'-0' <br />ELEVATIONS TYP. <br />OH. <br />VENTED SOFFIT <br />AII <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSU'1 Ex <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />9 5/6' OR b <br />1/2' DRYWALL <br />3/B' TOP <br />CFIANNEL (25 <br />GA,) <br />CORaR Ism <br />N' TNICI(. 2 COAT <br />o' cm we <br />PLMFOR.—AlTLIlD C — <br />G W1lR.RAL PORTB! IaN�OIiCE'!NT <br />1/2' DRYWALL <br />a1mcTLY To <br />MASONRY <br />3.6 P <br />9 5/D' OR 5 $/O' METAL STUDS <br />ATT Ar iW TO FLL <br />24' O:C. 20 GA METAL TO BE <br />PILL A6 W <br />INSTALLED IN WALLS <br />APPIWVAL Rxi <br />RECEIVING UPPER/ LOWER <br />3 Sro' OR 5 <br />G42K Arb eeAa <br />CABINETS AND TUB/BHOWER 25 <br />3�. BOTTOM <br />sAawe leoD <br />GA METAL TO BE METALLED <br />CHANNEL (25 <br />K"T'm GTIw <br />IN ALL OTHER WALLS. STUDS <br />r A ) SECURED <br />Lr <br />nae.n�n ALL <br />i0 BE SPACED K' OC. AT 2ND <br />TO COW_ <br />"'O �"°"O1•A''A�� <br />DKXM MTJ <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />oy <br />oAty, DIM <br />rRAtTt eRACGa» <br />STAIR WELLS AND BATHROOM <br />PAP 4 TOWOOD <br />w• wP. �L �. <br />WALLS W/ TILE FINISH <br />FLOOR <br />'W= BAN <br />W=0 JAM PMEN <br />W/ 1/4' WOOD <br />Pigop OALV. <br />? sTi@L <br />APF"OVAL� 1YMI s TVACX <br />OyL1�AD DOOR <br />w OtNlpm <br />WOOD BASEBOARD <br />6CREW <br />FAVENED TO SLOE <br />.'' <br />flum mmAc aTb 1°Op'' <br />Gv Plmouct <br />APPROVAL IIIII& <br />FINISH FLOOR <br />1-STORY TYP. <br />INT. WALL <br />28 GAS LINE THRU BLOCK <br />3 GARAGE DOOR <br />JAMBS <br />SCALE: I1/2'•I'-0' <br />1A METAL STUDS <br />NON-BRG. <br />D 1 SCALE: 3/4' • 1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STMPS • 241 D.G. <br />S' CMU <br />1/2' GYP. WL. 130 - <br />WOOD BASE — <br />0'-0' FIN. FLR_ _ <br />e. <br />a .. <br />4. <br />n <br />W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WSJJ. <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 />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 7-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.1.3 <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''1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 841. 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 SWEET ON] <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1. <br />IA' THICK. 2 COAT-V- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />• a . <br />b' Cmu <br />° 4 <br />FIBERGLASS SHINGLES <br />�2X4 SPF 24' OC. MAX <br />WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS <br />AS PER FBCR W5.1.1. <br />• EA END <br />ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER <br />SHEET SNI. <br />,—PER STRUCTURAL DETAILS <br />SECURED PER <br />FASTENER SCHEDULE <br />-STIFFBACK AT ALL UPRIGHTS <br />- PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />-PRE-ENG WD. TRUSS <br />5 2x FASCIA PER <br />Ax. <br />ELEVATIONS <br />PER ELEVATION <br />VENTED SOFFIT <br />//// <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />WALL SHEATHING <br />SEE ENERGY CODE FOP418 FOR <br />THICKNESS AS PER <br />INSULATION R-VALUES <br />PER ELEVATION <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />5/8' GYPSU'1 BOARD OR 1/2' <br />ON SWEET SNI. <br />HIGH STRENGTH CLG. BOARD <br />PRE-ENG. GABLE TRUSS <br />DEEP SCREED <br />2x P.T. SECURED PER <br />\— R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />---REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS o 24' OC. <br />1/2' GYP. WL. BD. <br />V CMU <br />�- WOOD BASE <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />lTH EDITION, SECTION R-WI.1.3 <br />AND 1609.5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4'•1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4665 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774.8078 <br />FAX: 407-7744078 <br />W Ww.abdesi8ngroup.wm <br />AA #: 0003325 <br />N <br />8 <br />o <br />avaD><v ae LAP: <br />ABBOTT PARK <br />LOT #35 <br />BLK. #7 <br />PROJ=T# <br />04181.000-35071 <br />MOD2SL' <br />4EBB <br />"1828-CALI" <br />OARAO25 aWING: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />2 <br />ROLAV A AWU*" <br />AR NO 93M , <br />DAT : 9/21/21 <br />*CA=: 1/4"=1'-O" <br />SHl= <br />D1 <br />