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2X4 TOP PLATE <br />� `� <br />PREFAB TRUSS <br />1/2' CLG. BOARD <br />1/2' DRYWALL -- r/r <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • "'Or — <br />MAX <br />FIN PLR. <br />2x4 WOOD <br />STUDS 024. <br />O.D. <br />SLAB <br />OARTITIONS SUPPORTING <br />UALL HUNG PLUMBING <br />'IXTURES AND WALL <br />'-ABINETS SHALL BE NOT <br />_ESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN ib' O.G. OR, NOT <br />-ESS THAN 2x6, WHERE <br />bPACED NOT MORE <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE. 9/4'.1'•O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TIRU88 J/ <br />MTL DRIP EDGE J <br />2x FASCIA PER ry' <br />- ELEVATIONS <br />OH. <br />VENTED SOFFIT <br />Id' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR. <br />� 5/8• de 5 <br />V2• DRYISE <br />3/S' TOP <br />CHANNEL (25 <br />GA) <br />VJ' DRYWALL <br />5 DIV OR 5 3/0' ME <br />24' O.C. 20 GA MEINSTALLED <br />RECEIVING UPPER/ LOWER <br />3 5/8, opt 5 <br />CABINETS AND TLM040UER 25 <br />us, BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED Ui' O.G. AT 2PD <br />TO CONG <br />FLOOR WALLS ADJACENT TO <br />FLOOR UV 3/4• <br />STAIR WELLS AND BATHROOM <br />PAF 4 TO <br />WALLS W/ TILE PINION <br />WOOD FLOOR <br />WOOD <br />WV 1/4' WOOD <br />SCREW <br />-FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS(NON—BRIG.). <br />lllD1 SCALE, 3/4'.P-o• <br />2B GAS LINE THRU BLACK <br />a .rs <br />"LM <br />VI' TF2CIC 2 COAT - <br />PORRA D CEPIE t <br />PLYTm APPLIED <br />o"almT TO <br />rwa01RY <br />ARMWVAL PW.& <br />W4LAxr," <br />u�ame noo <br />.OYM�AD IXx7R <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-V-0' <br />FIBERGLASS SHIJGLES <br />FIBRMLASB SI4MGLE8 2X4 SPF 24' Or— MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE WY (2) 12d NAILS AS PER FBCR SODA. <br />FIBERMLA" OHNGLES AS PER FBCR 805.U. • EA. END ROOF 814EATHMG <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THIGKNESS AS PER <br />A8 PER FBCR06 li.U. THICKNESS A8 PER PER STRUCTURAL DETAILS SHEET SNI. <br />ROOF SHEATHING SHEET W. SECURED PER SECURED PER <br />THICKNESS AS PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />SHEET SNI. <br />BlGURED PER <br />8TFFBAGC AT ALL UPRIGHTS <br />GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />OR IV42' BTRENGTHWCLG. 2x FASCIA PER MAX PRE•ENU6 WD. TRUSS ax. 2x FASCIA PER <br />000 OARD I�FEIRENCE ELEVATIONS O ELEVATIONS <br />B <br />STRUCTURAL VENTED 80Fflt PER ELEVATION VENTED SOFFIT <br />Ir SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER <br />THICKNESS <br />INSULATION R-VALUES PRE-EI'IG TRH WALL S PER <br />S AAS STRUCTURAL DETAILS WALL SHEATHING <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR <br />SHEET SNI. SECURE PER THICKNESS AS PER <br />PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER <br />2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS PRE-ENCs. GABLE TRUSS GYPSUM BOARD OR 1/2 ON 814EET SNI. <br />R-4U INSULATION EACH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />REFERENCE WMDCW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />k2 P.T. PURRING STRUCTURAL <br />STRIPS • 24' O.C. <br />1/7' THICK. 2 COAT PORTLAND Ix2 P.T. FURRING <br />8' CMU CEMENT PLASTER APPLIED STRIPS 24' O.C. <br />DIRECTLY TO MASONRY IR' THICK 2 COAT 1/2' GYP. WL. BD. <br />1/2' GYP. WL. 5 . PORTLAND CEMENT C <br />DMU <br />WOOD BABE PLASTER APPLIED WOOD BASE <br />DIRECTLY TO MASONRY <br />�0'-0' FM. FLR 0'-0' FIN. FLR J, 0'-0' FIN. FLR <br />4 S GP'Al n <br />ROOF SHEATHING THICKNESS 16 .4, . n' <- ROOF SHEATHING THICKNESS IS <br />` a ENGINEERED PER ASCE 1-I6 IN , a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 , ACCORDANCE WITH FBCR 2020 <br />ZTH EDITION, SECTION R301.13 ' 4 TTH EDITION, SECTION R301.13 <br />AND I60S.5.1. AND 16093.1. <br />W/ WINDOW OPENING 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 />SCALE. 5/4'.P-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 5051I.1 OF THE FBCR <br />2020 TTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D486% TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />n W/ WINDOW OPENING ,L . WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5511—STORY GABLE BLOCK WALL INSTALLATION of ROOF <br />SCALE, 3/4'.1'•0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITN EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4065 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdestgngroup.com <br />AA 0: 0003325 <br />k <br />t <br />IL <br />c <br />o <br />,UBDIV ea 70T <br />ABBOTT PARK <br />LOT #10 <br />BLK #14 <br />PHASE 4C <br />PROJMCT/2 <br />04181.04C-10141 <br />woom :t <br />4EBB <br />"1828—CALI" <br />GAIRAGZ 8WING2 <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP, C <br />n{ <br />L <br />DA O 02/08/22 <br />scA2.m 1/4"=1'-0" <br />0*1zmm <br />111- D1 <br />