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2X4 TOP PLATE <br />emit <br />COMM BRAD <br />yrTWM2COAT raywnn <br />Vl' CLG. DOAI® y,R'w"l OTIU6TIaeL no <br />MASONRY T! RT. LLO <br />STUDS IN 5' DIA. SLEEVE, �AcAS PM NLL <br />PARTITIONS SUPPORTING DO NOT CUT AF 4L PM <br />VD <br />W' DRYWALL WALL HUNG PLUMBING REBAR �""�"•'� ONALANT <br />BL <br />FIXTURES AND WALL PIPE � s w 1� LON WOON. D, F 32760 <br />CABINETS SHALL BE NOT �� M'1°(' PH: 407-T74so7e <br />LESS THAN 2x4, WHERE BOND BEAM O NOT CUT <br />itFw�wvaroweruxa Doo,awn., FAX 407-7744078 <br />6�Lv MLL <br />SPACED NOT MORE SOLID GROUT THE BOND ��� TwAcxaldnaro www.abdasigngroup.com <br />SECURE BT. 2X4 WOOD W/ (U- 65 BEAM r'v TO AA8:0003325 <br />PLATE TO SLAG STUDS •24' THAN 16' O.C. OR NOT _ .... WOW JAM F Mt �� s� <br />or_ (2) COURSE REEIARS �* oveisaADDoon <br />W/ 10d MASONRY LESS THAN 2x6, WHERE <br />NAIL 32 oc SPACED NOT MORE <br />MAX THAN 24' O.G. <br />_ _ <br />'�O" '"�` ra � TNAac r By an m"s <br />.Y MPV. <br />uTRACK MACKM <br />v F mw T WAMM <br />SLAB <br />AP�'�' KO. <br />C.-C.64 <br />FIL FLR <br />2A PIPE THROUGH BOND BEAM <br />2 GAS LINE THRU BLACK <br />_ 3__ GARAGE DOOR JAMBS <br />TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE:3/4'.I'-0' <br />D1 SCALE:I I/2'.I'-0' <br />`'' <br />21 SCALE: 3/4'.I'-0' <br />FIISEWALASS SHINGLES <br />OVER 030 FELT PAPER <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />2X4 SPF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />g�aa� <br />� <br />e <br />0 <br />$rail <br />FIBERGLASS SHINGLES OR SYNTHETIC RWb.0 ON J' O.S.S. PER STRUCTURAL DETAILS OVER —FELT PAPER OR <br />OVER 90 FELT PAPER PRODUCT, INSTALLED SHEATHING OR;' CDX OVER PRODUCT, <br />OR SYNTHETIC INSTALLED PER SECTION <br />PER SECTION R905),I PLYWOOD SECURED PER <br />PRODUCT, INSTALLED FASTENER SCHEDULE <br />PER SECTION RWb1I ON �' OEb. SHEATHING STIFFBACC AT ALL UPRIGHTS "ATHING OR COX <br />ON ik Obb. SHEATHING 5/8' GYPSUM BO ole;' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />OR;' CDX PLYWOOD OR 1/2' HIGH SECURED PER <br />SECURED PER STRENGTH GLG FASTENER SCHEDULE PRE <br />rrP. TYP. FASTENER SCHEDULE <br />FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE oN. . ENO WD. TRUSS O.H. 2x FASCIA PER MTL. DRIP EDGE la <br />STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS IE <br />ELEVATIONS <br />SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED PER Q <br />PRE-' 88 TRU� INSULATION R-VALUES PRE -' VENTED 80PFIT STRUCTURAL DETAILS VENTED SOFFIT <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES <br />PER ELEVATION PRE-ENG• GABLE TRUSS PRE-ENG. GABLE TRUSS <br />1'-0' WEEP SCREED JIwER ELEVATION WEEP SCREED <br />2x FASCIA PER TYP, 2x FASCIA PER <br />ELEVATIONS O.H. .y ELEVATIONS 2x P.T. SECURED S/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED <br />R-4.1 INSULATION STRUCTURAL DETAILS STRUCTURAL DETAILS <br />VENTED SOFFIT VENTED SOFFIT HK�4 STRENGTH CLG. BOARD <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES SPECIFICATIONS <br />R-4.1 INSULATION <br />1/2' THICK, 2 COAT <br />REFERENCE <br />C ER <br />S <br />PORTLAND CEMENT <br />MANUFACTURES,A <br />LASTERBTRICTIR4L APMIED <br />DIRECTLY TO MASONRY <br />FERENCE <br />Ix2 P.T. PURRING <br />STRUCTURAL <br />STRIPS • 24. O:C. <br />1/2' THICK, 2 COAT PORTLAND <br />Ix7 P.T. FURRING <br />S' Cm <br />CEMENT PLASTER APPLIED <br />GYP <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' THICK 2 GOAT <br />UL BD <br />, <br />CEMENT PLASTER APPLIED <br />1/2, GYP. WL. BD. <br />PORTLAND CEMENT <br />cm <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />I <br />0'-m' FIN. FLR.L <br />0'-0' FIN. FLR <br />0'-0' FIN FLR,L <br />0'-0' FIN. FLR <br />a , . <br />e• GMu <br />a b <br />a <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />,a <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />B <br />B <br />NO OPENING NOTE: <br />NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2.12 TO LESS THAN 4.12 A <br />I UDDIV. de LOT <br />ABBOTT PARK <br />LOT #33 <br />BLK #9 <br />PROJECT# <br />04181.000-33091 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE NTaNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH UP. C <br />��l—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM r5�1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-o' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-0' <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 4"S TYPE IV, OR ASTM D n 2 <br />6151 <br />DATE: 06/09/20 <br />SCA=. 1/4"=1'-0" <br />8iiEET <br />D1 <br />