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2X4 TOP PLATE <br />�g_�_ <br />ps$PLAN v <br />PRE -FAD TIiIJ88 <br />H' THICI(i COAT <br />00 G GRAD <br />cmm <br />1/2' CLG. BOARD <br />A = <br />smicl t FM <br />0lpwTLT TO <br />RLAP01�'1Ct1T <br />MASOMW <br />2.6 F.T. aD <br />NOTE: STUDS IN <br />5' DIA. SLEEVE, <br />ATTAC 1D TO ►" <br />ML'rAN <br />PARTITIONS SUPPORTING <br />DO NOT CUT <br />APF"WAL Rm <br />Ia' DRYWALL <br />WALL HUNG PLUMBING <br />REBAR <br />row+ <br />GRALANT <br />FIXTURES AND WALL <br />PIPE <br />eA 16 <br />CABINETS SHALL BE NOT <br />u� <br />MdLDNOALL <br />LESS THAN 2x4, WHERE <br />BOND BEAM <br />O NOT CUT <br />p ALav�rowerAw <br />000MMrAPM <br />SPACED NOT MORE <br />SOLID GROUT <br />THE BOND <br />��eTgL <br />TwAv wm. cm <br />SECURE BT. <br />2X4 WOOD <br />STUDS 024' <br />THAN I6' O.G. OR NOT <br />W/ (1)- B _ <br />BEAM <br />ursroFna <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />or_LESS <br />THAN 2x6, WHERE <br />(2) COURSE <br />__ <br />BARS <br />oa.v, neGL <br />R+n GALm neAac <br />OyGwlAt Dom <br />NFL • 3r oa <br />SPACED NOT MODE <br />.`:, :_.;'-: <br />sY ILYl•. <br />�T�aleAcxeTG <br />GY on+oo <br />THAN 24' OC. <br />coon <br />i--COW—GLAD <br />lw � <br />FIN. FLR Y � ' I <br />I <br />OTYP. INT. WALL (NON—BRG.) <br />D' SCALE: 3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.U. <br />ROOF 8HEATHING <br />THICKNES8 AS PER <br />SHEET ONI. SECURED <br />PER FASTENER <br />SCHEDULE <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' FIN. FLRi <br />TYP. <br />O.H. <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.1'-0' <br />5/v GYPSUM dI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />IRENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRNG— <br />STRIPS • 24' Or — <br />III, CMU <br />1/2' GYP. ILL. 010 - <br />WOOD BASE — <br />4 <br />e. <br />G <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHF-AT14MG <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 />FM. FLR <br />a <br />/1 TYP. WALL SECTION <br />" NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />4 1—STORY HIP BLOCK WALL 4.1�2, A (2)) LAYER UNDERLAYMENT <br />1 SCALE: 3/4'.I'-C' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER (1) <br />LAYER UNOERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE 11, ASTM D 4869 TYPE <br />IV, OR ASTM D 6151 <br />FIBERGLASS SHINGLES — <br />WITH UNDERLAYMENT <br />AS PER FBCM 905.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNL 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 SHEET 8NI <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 />s GARAGE DOOR JAMBS <br />D7 SCALE: 11/2'"1'-0' <br />2X4 SPF 24' O.C. MAX WITH UNDERLAYMEN ES <br />SECURE W/ (2) 12d NAILS A8 PER FDCR 905.1.1. <br />• EA. END ROOF SHEATHING <br />2x BLOCKNG BETWEEN TRUSSES WEETTWICKE88 A8 PER <br />S <br />PER STRUCTURAL DETAILS SHEET SECURED <br />PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRKaHT8 <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />AX PRE-ENG WD. TR188 9 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHNG <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SWEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRJ88 <br />WEEP 80MED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1/2 P.T. FURRING <br />STRIPS • 24' O.C. <br />IR' GYP. WL. W. ' CMU <br />WOOD BASE <br />Lul_ 0'-0' FIN. FLR <br />a. <br />a. <br />ti <br />< e <br />y <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'.I'-0' <br />ARCNITl6TS <br />5 <br />Grou i �n <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-7746078 <br />FAX: 407-7744078 <br />wwwabda Wgngroup.com <br />AA #: 0003325 <br />■ <br />A I1 <br />aVHDIV. Sc LOT: <br />SILVERADO <br />LOT #11 <br />BLK. #14 <br />PROJECT* <br />03719.000-11141 <br />1N[ODEL: <br />"2558—HAWTHORNE" <br />GARAGE aTludG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH B <br />