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2X4 TOP PLATE <br />PRE-FAB T-fMM <br />IR' C-G. BOARD <br />1/2' DRYWALL —! Wr <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ NDd MASONRY <br />NAIL a 32' O.G. <br />MAX <br />m.-1. <br />FIN. FLR <br />2X4 WOOD <br />STUDS .24' <br />or, <br />IVV IC: J Z' IIV <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHEN <br />SPACED NOT MORE <br />THAN IV O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MOIRE <br />THAN 24' O C. <br />TYP. INT. WALL NON—BRG. <br />Dl SCALE: 3/4'.1'-O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 500.11 <br />ROOFSHEATHNG <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSSTTO�jP4 <br />MTL. DRIP EDGE <br />2x FASCIA PERELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />5/S' GYPSUM Bc <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA, SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- 9 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'=1'-0' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />.RENCE STRUCTURAL <br />ELEVATION <br />— INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.I1 <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 />M 1GA SY LN <br />28 GAS LINE THRU BLOCK <br />euL[, w.rw <br />FIBERGLASS SNUKaI..ES <br />WITH UNDERLAYMENT <br />AS PER FBCR 110511. <br />ROOF SHEATHNG <br />THICKNESS AS PER <br />SHEET ON]. 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 />♦ ♦�♦ ♦ YI i!Qi�i�i�iTi�♦�iO�i�i�i�♦�4; <br />worn .iae rew e,ALv. eieeL <br />�T Ov9Eae RAD DO <br />APPROVAL Wa VER"PATIGL iwwLx Y M erc oym m <br />GY LDE <br />v pm eieaaceTe <br />A Ra rROVA. <br />MAL NlO. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />i-2X4 SPF 24' O,G. MAX.--, <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKMG BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />AI PRE-ENG WD. TRUSS — <br />CCNT.'2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />If <br />\ 5/V GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' THICK, 2 COAT PORTLAND <br />g' CI'&1 J.CEMENT PLASTER APPLIED <br />1121 GYP UL BD DIRECTLY TO MASONRY PORTTLHAND CEMENT <br />WOOD BASE PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FN. FLR- 0'-0' FIN. FLR <br />— —� a' cm m <br />4' <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />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-m• SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER, lU <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE II, ASTM D 486S TYPE <br />IV, OR ASTM D 6151 <br />n W/ WINDOW OPENING <br />rL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />in, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ONI. <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 SNL <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Prim <br />* 0� 0' FK FLR <br />a <br />TYP. WALL SECTION <br />L' NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4'.1'-C' <br />MAR <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwabdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8138862628 <br />FAX 813-8862802 <br />SUBDIV. de IAT: <br />SILVERADO <br />LOT #13 <br />BLK #15 <br />PROJECTO <br />7 — 5 <br />MORL E- <br />2795— D <br />GARAGE SKIING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH UP. Bjf <br />