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2X4 TOP PLATE <br />1/2' DRYWALL <br />SECURE BT. MATE TO SLAB <br />W/ W0d MASONRY <br />NAIL • 32' OG. <br />MAX <br />PRE -PAS TRUSS <br />2X4 WOOD <br />STUDS 024' <br />O,c. <br />NOTE: STUDS 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 />FIN. FLR T Lr <br />(2)TYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE: 3/4'.1'-D' <br />FIBERGLASS SHINGiES <br />WITH UNDERLAYMENT <br />AS PER FBCR WD LL <br />ROOF SHEATHING <br />THICKNES6 AS PER <br />SHEET SNL SECUFED <br />PER FASTENER <br />SCHEDULE <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'-C' FIN. FLR.L <br />v <br />1•-0. <br />TYP. <br />O.H. <br />SID, GYF'SLM IN <br />OR 1/2, W*W <br />STRENGTH CLG. <br />BOARD <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 />®PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.I'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24. O.G. <br />a' CMU <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W511. <br />ROOF SHEATHING <br />THICI0VE88 A8 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 />IR' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />}k 0-0' FIN. FLR <br />4 <br />N W/ WINDOW OPENING jnLYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />Ql-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALEe 3/4'.1'.V' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER (I) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE II, ASTM D 4869 TYPE <br />IV, OR ASTM D 6151 <br />AS LW <br />r �ewe �LI! <br />2B_ GAS LINE THRU BLOCK <br />.�, vr... <br />FIBERGLASS SHINGLES <br />WTH UNDERLAYMENT <br />AS PER FBCR <br />ROOF SHEATHING <br />THICIOeft 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 />THICK4E86 AS PER <br />SHEET SNL SECURE PER <br />.FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-EWA GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURIED PER <br />STRUCTURAL DETAILS <br />1/2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />8' CMU <br />ww <br />vim v�etiaAL 1 . I —OVEME40 cxm <br />�• L,w ,w <br />r3'� GARAGE DOOR JAMBS <br />\11?1 SCALE: 11/2*-1'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' OG. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) @d NAILS AS PER FBCR W5.U. <br />• EA END ROOF SWEAT14NG <br />2x BLOCKING BETWEEN TRUSSES THICKNE88 AS PER <br />PER STRUCTURAL DETAILS 8 4EET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />71� <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PRE-ENG WO. TRUSS AX 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES PER ELEVATION SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />"a. GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />Wr.14 STRENGTH C -& BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENCE <br />STRUCTURAL <br />bc2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. • cm <br />�— WOOD BABE _ <br />— 0'-0' PIK FLR <br />W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />r-5'�1-STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774E078 <br />FAX 407-7744078 <br />www,abdesigngroup.corn <br />L AA #-. 0003325 J <br />V <br />O <br />1 <br />o <br />BusDIV. & LOT: <br />ABBOTT PARK <br />LOT #31 <br />BLK #12 <br />PROJECT# <br />04181.000-31121 <br />MODEie <br />4EBB <br />"1828-CAU" <br />GARAGE ElVrMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />