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2X4 TOP FM.ATE <br />PER FLRL <br />PRE-PAB TRUSS <br />IR' CLCs. BOAT® <br />V)' DRYWALL TA - <br />SECURE SECURE BT. — <br />MATE TO BLAB <br />W/ IOd MASONRY <br />NAIL • 32' OL. <br />MAX <br />FN FLR <br />2X4 WOOD <br />STUDS 024' <br />0C. <br />SLAB <br />: � I uIJO IN <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 I6' O.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(3:)TYP. INT. WALL (NON—BRG.) <br />\lla1 SCALE: 3/4'•1'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SM.U. <br />ROOF SMAT14NG <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <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 />S/S' GYPSUM BI <br />OR 1/2' HIGI4 <br />STRENGTH C.G. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2/a PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4':I'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. PURRING — <br />STRIPS • 24' O.C. <br />S' cm <br />— <br />1/2' GYP. WL. BD: <br />WOOD BASE — <br />FIBERGLASS SHAJGLES <br />WITH UNDERLAYMENT <br />AS PER POOR WS.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRIM <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. FLRl 0'-0' FIN. FLR <br />a <br />.a <br />4 <br />W/ WINDOW OPENING n TYP. WALL SECTION <br />If NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />4 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE: 3/4'.r-V' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE II, ASTM D 4869 TYPE <br />IV, OR ASTM D 6151 <br />VY TNICI( 2 GOAT - <br />PORILNO cg'aM <br />M-MVIN APrLIM <br />cmmomY TO <br />M#ACNW <br />Y CFII m <br />STRIIC7IRAL MR <br />bo P.T. LLO <br />ATTAMM TO PILL <br />CILL AS Pot <br />APPROVAL RIG. <br />GRA.ANTMAZUR <br />, <br />eeo®e woo <br />�-1 t ne RJRVS ITlle SM LRT d ALV STML <br />ou TRAGIC ORACIRIO <br />yr am! R-sa PMt®iD t0 <br />loco YK WOM JAM MIR <br />rwpq�7 CIALV. Sty q, <br />AP'rROVAL PEM ;.aQIOAL TRACK r ST <br />;... eT rwr. <br />.ti. PMTBlD tO Room <br />TRAGIC ORAOQTS <br />AV PR OVAL <br />APPROVAL Sao. <br />2B GAS LINE THRU BLOCK a GARAGE DOOR JAMBS <br />\pyAcua. vr— SCALE: 11/2'.I'-0' <br />FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILB� <br />AS PER FBCR 905J.L • EA END <br />ROOF SHEATHING 2. IOCIGNG BETWEEN TRUSSES <br />THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRKeHTB <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS <br />9' <br />2x FASCIA PER MAX PRE-ENG MD. TRUSS <br />ELEVATIONS O <br />PER ELEVATION <br />VENTED SOFFIT IF <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS <br />SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR <br />FASTENER SCHEDULE INSULATION R-VALUES <br />ON SHEET SNI PER ELEVATION <br />PRE-ENG, GABLE TRUSS 5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />112' THICK 2 COAT- <br />-1--PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-C' FIN. FLR <br />8' CMU m <br />m <br />,a <br />n W/ WINDOW OPENING <br />ei <br />R-4.1 INSULATION <br />WINDOW ATTAC44 ENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRPS 0 24' O.C. <br />VY GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9M.IJ. <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 SNL 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 />laill <br />0'-0' FIN. FLR <br />a <br />n TYR WALL SECTION <br />NO OPENING <br />(:E)1—STORY GABLE BLOCK WALL <br />D1 SCALE. 3/4'.1'-V' <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwAbdesiB�BrouP.com <br />AA f_0003325 <br />rq <br />13 <br />C <br />aUHDiv. de LOT. <br />ABBOTT PARK <br />LOT #9 <br />BLK #11 <br />PROJM r# <br />04181.000-09111 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE sIrm6: <br />LEFT <br />PAOE: <br />DETAILS <br />160 PH EXP. C <br />JAN <br />DwR1E. 01/20/21 <br />SCALE: 1/4"=1'-0" <br />a*== <br />D1 <br />