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ITER+Er&l 2X4 TOP PLATE <br />�� T <br />PIE -FAD TRUSS <br />1/2. CLG. DOARD <br />1/2' DRYWALL T'�Y <br />SECURE ST. STUDS �24' <br />PLATE TO SLAG or_ <br />IOd MASONRY <br />NAIL • 32' O.C. <br />MAX 1 Ir <br />FIN. FLR. <br />rw 1 m. a I ulna Iry <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 />TYP. INT. WALL (NON— BRG. ) <br />�1 SCALE. 3/4' • I'-O' <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (D- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A VIPE THROUGH BOND BEAM <br />D1 SCALE, 3/4'■1'-0' <br />M ua <br />pn suuvsrawsu�N <br />,cm <br />r mr. o- so. <br />OW MAN <br />B GAS LINE THRU BLACK <br />sane. vr. -i <br />i <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 1I/2'•I'-0' <br />FIBERCsLASB SHINGLES <br />2X4 SPP 24' OZ. MAX. <br />OVER r30 FELT PAPER OR <br />SECURE W/ (2) 12d NAILS <br />FISERGLA66 SHINGLES <br />SYNTHETIC PRODUCT, <br />0 EA END <br />OVER "30 FELT PAPER <br />INSTALLED PER SECTION <br />2x <br />FIDEFIGLASS SHINGLES <br />FIBERGLASS SHNGLES <br />OR SYNTHETIC <br />R908.I.I ON J' OA.B. <br />PER STRUCTURAL DETAILSTRUSSES <br />OVER 30 FELT PAPER OR <br />OVER W FELT PAPER <br />PRODUCT, INSTALLED <br />81 Cs R CDX <br />SYNTHETIC PRODUCT, <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R90b.1.1 <br />I <br />PLYWOOD SECURED PER <br />PLYWOOD S D <br />RW51.1 ON INSTALLED PER SECTION <br />ON �' OAS. SHEATHING <br />FASTENER SCHEDULE <br />PER SECTION RWb.I.I <br />OR �' CDX PLYWOOD <br />STIFFSACK AT ALL UPRIGHTS <br />SWATHING OR k CDX <br />ON J� O.S.B. SHEATHING <br />S/8' GYPSUM DOA <br />SECURED PER <br />PER STRUCTURAL DETAILS <br />PLYWOOD SECURED PER <br />OR k COX PLYWOOD <br />OR I/1' HIGH <br />FASTENER SCHEDULE <br />I, 0• <br />11.01 FASTENER SCHEDULE <br />SECURED PER <br />STRENGTH CLG. <br />TYP. <br />PRE-ENG WD. TRUSS <br />TYP. MTL. DRIP EDGE <br />FASTENER SCHEDULE <br />BOARD <br />MTL. DRIP EDGE <br />OJa. <br />ON. <br />,.k PER EI-ravAncm L <br />REFERENCE <br />RUC <br />STRUCTURAL <br />2x FASCIA PER <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />PRE-ENG TRUSS <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />PRE- TRUSS <br />ELEVATIONS <br />VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />VENTED SOFFIT <br />MTL. DRIP EDGE <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PRE -ENS. GABLE TRIG <br />INSULATION R-vSEE ENERGY UEB FOR <br />PRE-ENG LADLE TR1188 <br />PER ELEVATION <br />WEEP SCREED <br />PER ELEVATION <br />WEEP SCREED <br />2x FASCIA PER <br />Typ <br />2x FASCIA PER <br />ELEVATIONS <br />OA <br />ELEVATIONS <br />P.T. SECURED IAIILS <br />5/6' GYPSUM BOARD OR 1/2' <br />ER <br />2x P.T. SECUREDTAILS <br />VENTED SOFFIT <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />STRUCTURAL DET2x <br />HKsFI STRENGTH CLG. OOARD <br />STRUCTURAL DEER <br />WNDOW ATTACHMENT <br />PER MANUFACTU RES <br />�AS <br />SP <br />SPECIFICATIONS <br />R-41 INSULATION <br />1/2' THICK, 2 COAT <br />REFESTIFRENCE <br />WINDOWPER <br />MENTSPEC <br />�RT� CEMENT <br />AS <br />NUFACATURES <br />RENCE <br />DIRECTLY TO MASONRY <br />Ix2 P.T. RIBBING <br />STRUCTURAL <br />STRIPS • 24' O.C. <br />1/2' THICK 2 COAT PORTLAND <br />Ix2 P.T. RIBBING <br />S' CI'N <br />CEMENT PLASTER APPLIED <br />STRIPS • 24' O.C. <br />1/2' THICK 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' THICK 2 COAT <br />I/2• GYP, WL. OD. <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />Cm <br />DIRECTLY TO MASONRY <br />WOOD SAW <br />LA T R APPLIED <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />0 -0' FIN. FLRj <br />_ <br />_ 0'-0' FIN. FLR <br />0'-0' FN. FLR� <br />_ 0'-0' FIN. R-R <br />a, amllu <br />a <br />a <br />a <br />a <br />W/ WINDOW OPENING TYP. <br />WALL SECTION SECTION <br />n W/ <br />WINDOW OPENING TYP WALL <br />n <br />� <br />H <br />B�NING <br />_SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SS THAN 4:12, A <br />4 1—STORY HIP BLOCK <br />WALL (2)LAAYERIUNDERLAYMENT SYSTEM <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE. 3/4'.I'-®' <br />— 15 REQUIRED. FOR ROOF SLOPES <br />D1 SCALE, 3/4'.I'-0* <br />OF 4.12 OR GREATER lU LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 41369 TYPE IV, OR ASTM D <br />615'1 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAK 407.774-407B <br />www.abdosigngmup.com <br />AA #: 0003325 J <br />flit <br />- <br />'7' <br />Y <br />a <br />aUBD:v 46 <br />SILVERADO <br />LOT #11 <br />BLK. #19 <br />PROJECT* <br />04128.002-11191 <br />MODEU <br />4EBB <br />"1828—CALI" <br />GARAGE SITING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DRINT <br />ATIC.• 6/09/20 <br />BCALE: 1/4"=1'-0" <br />aHEET <br />D1 <br />