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2X4 TOP PLATS <br />PRE-FAB TRUSS <br />1/2, CLG. BOARD <br />112'DRYWALL .---.� 'j'`nj' <br />SECWR= ST. — <br />MATE TO SLAB <br />W/ IOd MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIR FLR <br />2X4 WOOD <br />STUDS o24' <br />Of - <br />SLAB <br />TIONS SUPPORTING <br />"IJI+Irs PLUMBING <br />MS AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />Vv' O.G. OR, NOT <br />THAN 2xb, WHERE <br />ED NOT MORE <br />24' O.G. <br />(a:)TYP. INT. WALL (NON-BRG.) <br />D1 SCALE: 3/4'.r-O' <br />FIBERGLASS SWW-vLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 909.LL <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 1 -® <br />ELEVATIONS TYP. <br />OH. <br />VENTED SOFFIT <br />I <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />P/6' GYPSUM IN <br />OR in, Ww <br />STRENGTH CLG. <br />BOARD <br />39ro'OR9 <br />1/2' DRYWALL <br />Wr TOP <br />CHANNEL (29 <br />GAJ <br />COMM oeAD <br />1/2' TNO( 2 COAT1' <br />GSTO <br />CNeI RCe <br />"� <br />FLNT6R=RCMORCCiNT <br />CRIN L MR <br />Vi' DRYWALL <br />2'UeONeY M�TT <br />PACIgD <br />3 9/6. OR 5 3/6' METAL 6TUD6 <br />TO RLL <br />24' OZ. 2® GA METAL TO BE <br />CELL Y PAR <br />INSTALLED N WALLS <br />RECEIVNO UPPER/ LOWER <br />3 We, OR 0 <br />GAWi AIO sm <br />ArWPWVMa <br />WALANTAi I <br />CABNET6 AND TUB/SHIOLLER 29 <br />3/8, BOTTOM <br />7i* <br />e,ec,ICEe pp <br />GA METAL TO BE INSTALLED <br />CHANNEL (29 <br />�hBR sT� <br />M ALL OCHER WALLS. StI1DC <br />GA) SECURRED <br />ua <br />ALL <br />TO BE SPACED Ili' OZ. AT 2ND <br />TO CONIC <br />1 } ^"° Y.M "°° A.A LN <br />AROUND I <br />FLOOR WALL* ADJACENT TO <br />FLOOR WV 3/4' <br />FLO <br />ayl <br />pOY�uAe pY� <br />STAIR LLELLS AND BATHROOM <br />• TOWAL.L6 <br />PAFVuZ;OD <br />WV tILE FM16N <br />FLOOR <br />we <br />W/ V4' WOODAuaD <br />SCREW <br />.... <br />r Rea �neVW64RAD <br />by wy <br />OTi m <br />coneWOOD <br />BASEBOARD <br />TWAOCS ROOM <br />6RACKM <br />W PRODUCT <br />APPROVAL IYa <br />FINISH FLOOR <br />.. <br />1-STORY TYP. <br />INT. WALL <br />2e GAS LINE THRU BLACK <br />3 GARAGE DOOR <br />JAMBS <br />Y2"O <br />D1 SCALE: <br />1A METAL STUDS <br />( NON- BRG. ) <br />91 SCALE, 3/4'.1*-0' <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 MANUFACTURER <br />SPECIFICATIONS <br />M2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />8' cm <br />V2' GYP. WL. ISD.- <br />WOOD BASE — <br />0'•®' fIN. FLR <br />C.' <br />d <br />4• <br />n W/ WINDOW OPENING <br />N <br />FIBERSI.ASS 8HINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET W. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE•ENG TRUSS <br />M. 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 />a ENGINEERED PER ASCE 1-16 IN <br />+ " ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 16095.1. <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 />1 SCALE, 3/4'-I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 908.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS i14 WHICH USES <br />(2) TWO LAYERS OF ASTM 022fo <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLAS6 8WM6LES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90911. <br />ROOF SHEATHING <br />T14ICKN966 AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION6 <br />VENTED SOFFIT <br />WALL OWEAT14NO <br />THICKNESS AS PER <br />814EET 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />6' cm <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT <br />SECURE WV (2) 12d NAILS AS PER FBCR 90611. <br />• EA END ROOF 844EATHMG <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />Ax f'RE-�s WD. TRUSS X. 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CCNT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENEI�+Y CODE FORMS FOR WALL SHEATHING <br />INSULATION R-VALUES THICKNESS AS PER <br />PER ELEVATION SWEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />5/8' GYPSUM BOARD OR 1/2' ON 814EET SNL <br />NIGH STRENGTH CLG. BOARD PIQZ-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />I MANUFACTURES SPECIFICATIONS <br />•Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />V2' GYP. WL. BD- <br />WOOD BASE— <br />CMU <br />V.. 'FIN. FLR <br />a <br />a <br />%" • • ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />° 4'• ITH EDITION, SECTION R30LI.3 <br />AND 1609.9.1- <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r5-�1-STORY GABLE BLOCK WALL INSTALLATION of ROOF <br />D1 &CALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.a tides igngm up.eo m <br />AA N: 0003325 <br />1 <br />Go N <br />F <br />FYI <br />IL <br />6 <br />k <br />p� <br />$ <br />pXNO <br />..••yll <br />ir` <br />a <br />� <br />S <br />[10-ARAGZ <br />ODIV de LOT <br />BOTT PARK <br />LOT #13 <br />BLK #14 <br />PHASE 4C <br />JECTI(r <br />181.04C-13141 <br />DEL: <br />4EBB <br />1828-CALI" <br />E WING2 <br />LEFT <br />1PAGE: <br />DETAILS <br />160 MPH EXP. C <br />