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IF <br />7X4 TOP PLATE <br />PRE-RAD MISS <br />CLG. BOARD <br />1/2' DRYWALL _ <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />0'-0. <br />PH PLR <br />2X4 WOOD <br />STUDS *24. <br />or_ <br />SLAB <br />ryV I C: .71 uv.7 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 16' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24. O.C. <br />1 TYP. INT. WALL NON—BRG. <br />Di SCALE, 3/4'.I'-O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCIR 908.I.I. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. 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' TRICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.1'-0' <br />1�5/81 GYPSUM BO <br />OR IA' HIGH <br />STRENGTH CLG <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />j PER ELEVATION <br />TYP. <br />O.H. <br />R-4U INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />ITI <br />x2 P.T. FURRING—� <br />SRPE • 24' OG. <br />8' cm ---------------- <br />1/2' 1/2' GYP. WL. BD.� <br />WOOD BASE <br />0'-0• PIN. FLR.L <br />— a< <br />a. <br />< a 4: <br />n W/ WINDOW OPENING <br />H <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905U.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PR?-ENG TRUSS <br />MTL. DRP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />In' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' PIK FLR <br />r.-� TYP. WALL SECTION <br />1 NO OPENING MOTE: <br />PER SECTION FBCR S05.1.1 - FOR <br />ROOF SLOPES 2:12 D <br />TO LESS THAN <br />(K)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNERLAYMENT <br />D1 SCALE. 3/4'.I'-0' 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 11, ASTM D 486S TYPE <br />Iv, OR ASTM D 6151 <br />�-: ► re n.sas wa. eu w <br />ou <br />N• OT.O. p. <br />saw WAN <br />2B GAS LINE THRU BLACK <br />w•.v <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THIC104ES6 AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE -ENS, GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />►:��i � � � ��i%� <br />i�i�i�iTi�i�ili�i�iTi!��i�i�i' <br />s GARAGE DOOR JAMBS <br />\11-al� <br />SCALE: <br />—2X4 SPF 24' O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFDACK AT ALL UPRKsH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. I2x RAT RUN SECURED PER—// <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />..PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT—(--- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />1e <br />Q' <br />n W/ WINDOW OPENING <br />H <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.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS 844NGLES <br />WITH UNDERLAYMENT <br />AS PER FISCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SM. <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 SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET SNL <br />PRE-EWx GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0'-0' FIN. FLR <br />a <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'.I'-V' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdos18ngmp.com <br />L AA #: 0003325 J <br />f <br />C <br />L <br />Z <br />`y <br />y <br />aUSEI & LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #11 <br />PROJECT* <br />04181.000-07111 <br />MODELc <br />4EWB <br />"1499—FREEPORT" <br />GARAGE 9`1111ING: <br />LEFT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />160 MPH EXP. C <br />