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e�-euo-- ,�cv..o.1� <br />P2X4 TOP PLATE <br />-A T <br />PRE -FAD TRUSS <br />1/2. CLG. BOARD IT <br />1,12' DRYWALL TdY <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ lod MASONRY <br />NAIL • 32' Or - <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />OG. <br />SLAB <br />NOTE: t)TUDS 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 IS' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />TLUGN 2d' nr <br />1 _TYP. INT. WALL (NON— BRG. ) <br />D1 SCALE. 3/4'•1'-0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.IJ <br />CN j' O.S.B. SHEATHING <br />OR;' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS VENTED SOFFIT—/ I I - —R-4J INSULATION <br />COAT PORTLAND <br />ASTER APPLIED <br />LY TO MASONRY <br />0'-0' FIN. FLR, L <br />° ! a <br />A a <br />° a <br />n W/ WINDOW OPENING <br />ti <br />5/8• GYPSUM IN <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />IR' THICK, 2 <br />CEMENT PL <br />DIRECT <br />I.-®. <br />TYP. <br />O.H. <br />�WNDOW ATTACHMENT <br />A9 PER MAT.GIFACTUREB <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS � 24' O.C. <br />e• cm <br />IR' GYP. WL. BD. <br />WOOD BASE <br />S' PIA SLEEVE, <br />DO NOT CUT <br />Pe <br />POND MaAM NpT CUT <br />SOLID GROUT TF! BOND <br />W( (I� - _ OEM1 <br />(2) COURSE IEDARS <br />PIPE THROUGH BOND BEAM <br />D SCALE, 3/4'.I'-D' <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.LI <br />ON j' O.SD. SHEATHING <br />OR}'CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />.'_ =L 37��I <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 />J, 0'-0' FIN. FLR <br />a <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 4:12 TO LESS THAN —14, A <br />5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />SCALE: 3/4 .r-0' 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 496S TYPE Iv, OR ASTM D <br />6151 <br />A WL <br />i FN. Kam FOR OA! LN <br />,cm <br />I' We.. U- SR <br />P= SAY <br />2B GAS LINE THRU BLACK <br />D tcALb w•°ram <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905J.1 ON i' O.SUS. <br />SHEATHNG OR k COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1,-0. <br />TYP. <br />MTL. DRIP EDGEJ/� 0H-- <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. LADLE tRU88 <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS I <br />14' THICK• 2 COAT - <br />Pt7RTLAw C 01" <br />PLAWnI t ARM <br />o"1111 LY To <br />MAGM tT <br />Raa vQfK•.iL TRA,cIc <br />MY MALP. <br />FASTOOD TO <br />TRACT[ CRACK M <br />& PRODUCT <br />APPROVAL RaO. <br />C40MOR 09AD <br />v cm Ya <br />aTm Cn tAL FOR <br />2.6 PT. uD <br />ATTACMD TO RLL <br />CELL AS rM <br />PRaoucr <br />APPROVAL RPA. <br />SaALAW <br />SAGO! ROD <br />UWA m STRIP <br />By <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'■1'-0' <br />—2X4 SPF 24' O.C. MAX.— <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING ®ETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL UPRIGAH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WC). TRUSS <br />CONT. 2x RAT RUN SECURED PERJ� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />J,PER ELEVATION <br />5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COATJ-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />4 e <br />e• cra A <br />°a <br />4• <br />n W/ WINDOW OPENING <br />H <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. Or- <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHNGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5J.1 ON I}' 0.6.5. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP• MTL. DRIP EDGE <br />O.N. <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 />%l <br />�0'-0' FIN. FLR <br />a <br />B TYP. WALL SECTION <br />NO OPENING <br />�6�1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'"I'-0' <br />1441 N. RONALD REAGAN SLVD, <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoeigngroup.com <br />AA A: 0003325 <br />h <br />Y <br />m <br />0 <br />E <br />39VSDm (k LOT: <br />ABBOTT PARK <br />LOT #10 <br />BLK #15 <br />PROJECT <br />04181.001-10151 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 91TWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />j <br />A.A <br />NO <br />DA1'E-- luNT 08/13/20 <br />SCALE: 1/4"=1'-0" <br />>9HEET <br />D1 <br />