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IF <br />P�gp�R �_ 2X4 TOP ATE PL <br />PLAN 17 <br />PRE -FAD TRUSS <br />I/2' GLC'a BOARD <br />Vl' DRYWALL TOr <br />SECURE 15T. - <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN, FLR <br />2X4 WOOD <br />STUDS 024. <br />Oa <br />SLAB <br />NU I e: 0 1 ulJa W4 <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.G. <br />1 TYP. INT. WALL NON-BRG. <br />D 1 SCALE. 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER `3C FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RSM.1.1 <br />ON Il' O.S.B. SHEATHNG <br />OR k COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I'-0' <br />TYP. <br />— <br />ELEVATIONS 0U-I. <br />VENTED SOFFIT <br />I r <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />9VS' GYPSUM IN <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- "S <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />gPIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'•I'-C' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />VRIPS • 24' O.C. <br />e' cm <br />1/2, GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RSC5.1.1 <br />ON J' O.S.B. SHEATHING <br />OR J'COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <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.L _ J� 0'-C' FIN. FLR <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION SM.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />1 SCALE, 3/4'"I'-C' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4065 TYPE IV, OR ASTM D <br />6'15'1 <br />2B GAS LINE THRU BLACK <br />aCJ14 VJ•.I.1' <br />FIBERGLA88 SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON J' OSJ5. <br />SHEATHING OR Ij- CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1. -1. <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />AF"PWVAL RIM �e1 y�uL '-&APHEAD DOOR <br />eY OTI4Ra <br />__� GARAGE DOOR JAMBS <br />D1 SCALE: 11/2"•P-0' <br />—2X4 SPF 24' O.C. MAX. — <br />SECURE W/ (2) I2d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS <br />STFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />CONT. 2x RAT RUN SECURED PER—�� <br />STRUCTURAL DETAILS ✓/ <br />SEE ENERGY CODE FORMS FOR <br />NSULATICN R-VALUES <br />PER ELEVATION <br />IF <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. FILMS CM <br />c <br />,a <br />W/ WINDOW OPENING <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />dx2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RB05.1.1 ON J' OAM. <br />SHEATHING OR j' CDX <br />PLYWOOD SECURED PER <br />®. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <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 />lf' w <br />}1 0'-0' FIN. FLR <br />n <br />H TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0' <br />L 327 +T LONGWOOD, F50 � V <br />PH: 407-7746078 <br />FAX: 407.77"078 <br />www.abd"pgroup.com <br />AA M: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33834 <br />PH: 813-886-2628 <br />FAX: 813.888.2802 <br />leovoo� <br />EUtlumv. & I.oT: <br />SILVERADO <br />LOT #21 <br />BLK #10 <br />PROJECT# <br />03719.000-21101 <br />MODZU <br />2795-F <br />GARAGE 8TfWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 PH EXP. B <br />DATE: RINT 8/03/20 <br />MCA=: 1/4"=1'—O" <br />811MET <br />D1 <br />