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2X4 TOP PLATE <br />PRE-FAS TRUSS <br />V2' OL'a BOARD <br />LO' DRYWALL T11)F <br />SECURE BT. — <br />PLATE TO SLAB <br />III/ 10d MASONRY <br />NAIL R 32' Or - <br />MAX <br />FIN. FLIP <br />2X4 WOOD <br />STUDS 024' <br />or_ <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />LETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />(I)TYP. INT. WALL (NON—BRG.) <br />Dl SCALE, 3/4'-1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90511. <br />ROOF SHEATHING <br />THICIOESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENCt TRUSS <br />MTL. DRIP EDGE <br />2. FASCIA PER —/ /I <br />ELEVATIONS / 17 O.A. <br />VENTED SOFFIT <br />IR' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />5'/8' GYPSUM Bf <br />OR 1/2' 14I6.I.1 <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID CsROUT <br />W/ (I)- 45 <br />(2) COURSE <br />TKO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'RI'-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 />FIBER63LASS SHINGLES <br />WITH UNDER -AY TENT <br />AS PER FBCR 90SU1 <br />ROOF SHEATHING <br />THICIQNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MITL-. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />av <br />• Ann. a to <br />2B GAS LINE THRU BIACK <br />D1 tuLe vr— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90 .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 />WALL SHEATHING <br />THIGQNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />VEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />9' <br />V2' TWKK 2 COAT - <br />ro:tn_wm cem+T <br />FLAW" APPLUD <br />OtlCTLY TO <br />KOAC RY <br />ATTACWW To FLL <br />CELL AS FAR <br />PROGICT <br />APPROVAL Imo. <br />t8ALANTA <br />GALV. atlL <br />APPROVAL REO. WWMA TRACK <br />FA0TOED TO <br />TRACK LRACKM <br />tV PRLCUGT <br />APPROVAL PEa <br />a GARAGE DOOR JAMBS <br />D1 SCALE. I i/2'•i'-0' <br />_2X4 SPF 24' OL. MAX. - <br />SECURE W/ (2) 12d NAILS <br />R EA END <br />2x 5LOCKING3 BETIIEEN TRUE <br />—PER STRUCTURAL DETAIL <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENGIW. TRUSS <br />CONY. 2x RAT RUN SECURED PERJ/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />IF <br />\ 5/8' GYPBUPT BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />r <br />REFERENCE <br />STRUCTURAL <br />Ae2 P.T. PURRING <br />STRIPS R 24' Or - <br />cm <br />THICK, 2 COAT PORTLAND <br />g• CrUJ CEMENT PLASTER APPLIED <br />LIV GYP. WL BD. DIRECTLY TO MASONRY In' D 2 CZMENT <br />WOOD BABE PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIN. FLR 0'-0' FIN. FLRIL <br />n — a cm n <br />a a <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'•I'-®' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER f U <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 />n W/ WINDOW OPENING <br />n <br />R-41 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />V!' GYP. WL. 150- <br />WOOD BASE— <br />FIBORGLASS SHINGLES <br />WITH I.NDERLAYMENT <br />AS PER FBCR 905.11 <br />ROOF SHEATHING <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 SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET SNL <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />- L-1 <br />B TYP. WALL SECTION <br />NO OPENING <br />r5_`�1—STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'•1'-0' <br />R—mm <br />'-0' FIN. FLR <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngro+P.com <br />AA P. 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: 813866.2628 <br />FAX: 813-086-2802 <br />8tn3DIV. & LOT <br />SILVERADO <br />LOT #16 <br />BLK #14 <br />PROJECT# <br />03719.000-16 4 <br />Uopm' <br />2795—B <br />GARAGE 8lFMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />ES 0 <br />D TZ 01/01/21 <br />SCALE: 1/4"=1'-0" <br />SiIEET <br />D1 <br />