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2X4 TOP PLATE <br />PLAN <br />PRE-FAB TRU98 <br />1/2' CLG. BOAR <br />1/2' DRYWALL -�_ T`r <br />SECURE BT. - <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL a 32' O,C. <br />MAX <br />Pit'L FLR <br />2X4 WOOD <br />STUDS 024. <br />O.G. <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />TYP. INT. WALL(NON—BRIG.) <br />D1 SGALE: 3/4•.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF 614EATHING <br />THICI04E88 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 />OH. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSUM S( <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />35/8'OR5 <br />1/2' DRYWALL <br />3/0, TOP <br />CHANNEL (25 <br />GAJ <br />1/2' DRYWALL <br />3 5/0' OR 5 3/8' METAL STUDS <br />24' OG. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/8' OR 5 <br />CABINETS AND TUB/SHOU.ER 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 BE SPACED 16. OL. AT 2ND <br />TO GONG <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP A TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />--R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />r-- SPECIFICATIONS <br />I I r <br />�REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING — <br />STRIPS a 24' O.C. <br />8' Cm <br />— <br />1/2' GYP. ILL. W.- <br />WOOD BASE — <br />0'-0• FIN. FLR,L _ <br />e <br />a. <br />n W/ WINDOW OPENING <br />N <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'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <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' THIOC 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-lfo IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />U TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r4�1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 sCALE: 3/a'.r-m UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBGR <br />2020 1TH EDITION IS a4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D41569 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />enuuc uo at,W <br />or ua <br />i P rtic r.tew rae su use <br />VA• OIT. Il. �. <br />ucoo taec <br />ti. <br />GAS LINE THRU BLOCK <br />py seat, WO-V <br />p4muri�iwnummp <br />AN <br />s GARAGE DOORJAMBS <br />D1 SCALE: 11/2'-V-0 <br />FIBERGLASS SHINGLES <br />FI15ERGLAS8 SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR B05JJ. <br />AS PER FBCR 905.1.1. a EA END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS 84EET SNI. <br />SHEET SNI. SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFPBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX `—PRE-ENG WD• TRUSS AX. 2x FASCIA MR <br />ELEVATIONS O ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />THICKNESS A9 PER WALL SHEATHING <br />SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER <br />ON SHEET SNI PER ELEVATION FASTENER 61—HEOULE <br />PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />FERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' O.C. <br />1/2' THICK, 2 COAT 1/2• GYP. WL. BD. <br />PORTLAND CEMENT WOOD BASE ,cm <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR _ 0'-0' FIN. FLR <br />• a e <br />e' CMU a IT <br />1 " ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />o ACCORDANCE WITH FBCR 2020 <br />a• 1TH EDITION, SECTION R301.13 <br />AND 16095.1, <br />H W/ WINDOW OPENING TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r-5-'�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4•.i'-V' 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 0226 <br />TYPE 11 OR ASTM D4569 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.sWell,, , up.com <br />AA 8: O' 0%25 <br />C <br />o <br />i <br />FABBOTT <br />PARK <br />LK #12 <br />E: 4C <br />04181.041-14121 <br />MODML. <br />4EBB <br />"1828—CALI" <br />GARAGE BWDgG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />m1/ <br />DRmT <br />A=: 2/04/22 <br />8CAL.E: 1/4"=1'-0" <br />E*EM= <br />D1 <br />