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2X4 TOP PLATE <br />emt.Fm A. <br />PRE-FAB TRUSS <br />In. . - BOARD <br />In' DRYWALL. —, T`h- <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Iod MASONRY <br />NAIL • 32. O.G. <br />MAX <br />FI11 RR <br />2X4 WOOD <br />STIRS 024' <br />O.G. <br />a l u✓w 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.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(�i�)TYP. INT. WALL (NON-BRG.) <br />D1 SCALE, 3/4'.I,-0' <br />FIBERGaLASS SHINGLES <br />UAT14 UNDERLAYMENT <br />AS PER FBCR 9051L <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNP. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS—� <br />MTL. DRIP EDGE <br />2x FASCIA PER i Y <br />ELEVATIONS TYP. <br />OH. <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FN. FLR,L <br />P <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 05 <br />(2) COURSE <br />00 NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2p, PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.I'-0' <br />5/8' GYPSUM BOA <br />OR Vl' HIGH <br />STRENGTH CLG. <br />BOARD <br />PER ELEVATION <br />SEE ENERsY CODE FORMS <br />NSULATICN R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />r. R-41 INSULATION <br />WINDOW ATTAGFMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />ba P.T. FIRRUKs—� <br />STRIPS • 24' O.C. <br />a cm <br />1/2' GYP. WL. 80. � <br />WOOD BASE <br />Ll <br />• y • 4 <br />FIBERGLASS SHNGLES <br />UAT14 INDERLAYMENT <br />AS PER FBCR S0511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <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 />0'-0' FIN. FLR <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />n u NO OPENING NOTE: <br />PER SECTION FBCR WS.1.1 - FOR <br />4 1-STORY HIP BLOCK WALL 4:1�2, A (2)LAYER UNDERLAYMENT <br />01 SCALE: 3/4'.I'-0' SYSTEM IS REQU RED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE 11, ASTM D 4869 TYPE <br />IV. OR ASTM D 615-1 <br />2_B_ GAS LINE THRU BLOCK <br />4GY8 VYd� <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90511 <br />ROOF SHEATHING <br />THICKESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />Eii <br />2x FASCIA PER <br />ELEVATIONS <br />u �11a I=!3ii <br />WALL SHEATHNG <br />THICIOIESS AS PER <br />SHEET SNP. 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 />1/2' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRO <br />a' cm <br />A I i!4�Q�ATQi�4A�iATiTi�4�(:: _ - <br />IUOOD JAM PM <br />APPROVAL PIED. <br />By MUP. IF WIN <br />FASTSIm TO ROQ9 <br />TRAM Estac3c S <br />.r PRODUCT <br />APPROVAL RTUS <br />r3'�GARAGE DOOR JAMBS <br />D1 SCALE: <br />4 <br />a,. <br />a <br />• 4' <br />i-2X4 SPF 24' OZ. MAX.— <br />SECURE UU/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS-- <br />STIFFBACK AT ALL UPR6" <br />PER STRUCTURAL DETAILS <br />PRE-ENG UD. TRUSS <br />GONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUE9 <br />J,PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CAA- BOARD <br />n W/ WINDOW OPENING <br />N <br />R-41 INSULATION <br />WINDOW ATTAC 41ENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />bc2 P.T. FURRING — <br />STRIPS • 24. O,C. <br />IR' GYP. PIA-. 50. <br />WOOD BASE- <br />FIBERGLASS SHNCsLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SM11. <br />ROOF SHEATHNG <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SWEAT14NG <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-EWs GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0 <br />0'-0' FIN. FLR <br />a <br />B TYP. WALL SECTION <br />NO OPENING <br />51-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-V <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-7743078 <br />FAX 407-7744078 <br />wwwAbdesigngroup•com <br />AA #: 0003325 <br />IF 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: 813866.2802 <br />SVHDIV de LOT: <br />SILVERADO <br />LOT #18 <br />BLK #14 <br />PROJECT# <br />7 - 4 <br />mol?'ELc <br />2795-D <br />GARAGE 81rMG: <br />LEFT <br />PAGE - <br />DETAILS <br />150 XPH EA B <br />D 01/30/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />D1 <br />