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2X4 TOP PLATE <br />eca ELM A. <br />PRE -FAD TRUSS <br />IR' CLG. DCARD <br />1/2'DRYWALL Wr <br />SECURE BIT. — <br />PLATE TO SLAD <br />WJ I®d MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS 024. <br />O:C. <br />SLAB <br />rv✓IC: OI UVO 19 <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 16' O.G. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR WS.I.L <br />ROOF SHEATHING <br />THICI04E68 AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENO TRUSS:27 <br />MTL. DRIP EDGE ��//// <br />2. FASCIA PER —/A 1'-0' <br />ELEVATIONS rY4. <br />OH. <br />VENTED SOFFIT <br />IR' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />S' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 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 />5/8' GYPSUM SOA <br />OR IR' HIGH <br />STRENGTH 'LG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J MBULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />W P.T. FURRING <br />STRIPS • 24' O.C. <br />eCMLI <br />IR' GYP. WL. SD. — <br />WOOD BASE <br />a. <br />e'a <br />° 4 <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PECK W5.1.1. <br />ROOF SHEATHING <br />TwImmSS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER' SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IR' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />_ �0'-0' FIN. FLR-0' FIN. FLR <br />Q. <br />W/ WINDOW OPENING Bt.\TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />$ 2:12 TO LESS THAN <br />4 1—STORY HIP BLOCK WALL 4:1�2, AA (2))LLAYER UNDERLAYMENT <br />SCALE: S/4•.I'-O' SYSTEM 16 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 4869 TYPE <br />IV, OR ASTM D 6151 <br />r0 esu <br />M Iq! aw LK <br />B GAS LINE THRU BLACK <br />\lpyeaD WOW <br />FIBERGLASS SHINGLES <br />WITH UNDEI LAYMENT <br />AS PER FSCR W5.11 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />1. <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 SNI <br />PRE -ENO. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />IR' THICK, 2 COAT--/-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' CMU <br />■s,s�■i�ii�i: <br />Ima <br />�' nK'K DY OM1rN <br />Dr nAv. <br />r�es�DaY:n..� woan <br />a GARAGE DOOR JAMBS <br />D1 SCALE= 1 I/2'•I'-0' <br />—2X4 SPF 24' O.G. MAX.—� <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS <br />STBPSACK AT ALL UPRIGI' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TIRM <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR IR' <br />HIGH STRENGTH C -& BOARD <br />�W/ WINDOW OPENINGWINDOW OPENING <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />*2 P.T. FURRING <br />STRIPS • 24' O.G. <br />IR' GYP. WL. SD. <br />WOOD BASE <br />FIBEF43LAOS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 908JJ. <br />ROOF 844EAT14ING <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 SNL <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.i'-0' <br />0'-0' FIN. FLR <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-7746078 <br />FAX 407-774.4078 <br />www.abdosigngroup.com <br />AA 8: 0003326 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33834 <br />PH: 813886-2628 <br />FAX: 813888.2802 <br />EtVHDM Ae LOT: <br />SILVERADO <br />LOT #7 <br />BLK #14 <br />PROJECT# <br />mopri: <br />2795—B <br />GARAGE EtTI/ING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH E . B <br />