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2X4 TOP PLATE <br />PM -FAD TRUSS <br />V2' OLCs. BOARD <br />1/2' DRYWALL T`h' <br />SECURE DT. — <br />MATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' Or — <br />MAX <br />0-0. <br />FIN. FLR <br />STUDS 024' <br />O.O. <br />GLAD <br />NOTE: STUDS 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 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 />D1 SCALE, 3/4'•I'-V' <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON I}' 0,9.5. SHEATHING <br />OR k COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS J/ <br />MTL. DRIP EDGE J <br />2x FASCIA PER 1 -m, <br />ELEVATIONS TYP. <br />ON. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND-/-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY I <br />0'-0' FIN. FLR.L <br />t7 <br />5/6' 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 />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />a, CPU <br />1/2, GYP. WL. DD.- <br />WOOD BASE — <br />m. <br />,a <br />n W/ WINDOW OPENING <br />FIBERGLASS, SHINGLES, <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RwS.1.1 <br />ON I}' ObB. SHEATHING <br />OR;' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 <br />a <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />5 1—STORY HIP BLOCK WALL $ )� AYERIUNDERLAYMENT SYS EM <br />D1 6CALE, 3/4'.I'-O' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT 18 PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6l5'1 <br />erax ro M.L <br />LN <br />�' rwe LLBN rOR OM LN <br />au <br />N' OTT. W aD. <br />woo ws <br />2 GAS LINE THRU BLOCK <br />eAA w.r4r <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R808.1.1 ON J' O.SU5. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-,. <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 />VP THIM 2 COAT - <br />rORMAC coiwr <br />rL"TR APPLED <br />00%1 LT TO <br />MAOCMY <br />D TO I" <br />ru <br />MR raLv.eTm <br />RAG V!1lTKAL 1RAGK OV{1allAD DOOR <br />By MN/. GY OTM" <br />rAOTROD TO ID <br />mom aR.4CIRM 1 oom <br />W rRODUOT <br />ATItlVAL It= <br />a GARAGE DOOR JAMBS <br />l SCALE: 11/2*-1'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS--\ <br />STIFFSACK AT ALL UPR*H' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WO. TRU88 <br />CONT. 2x RAT RUN SECURED PER-// <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FOR b FOR <br />INSULATION R-VALUES <br />,. PER ELEVATION <br />5/S' GYPSU'1 BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />In' THICK 2 COAT --A— - in, GYP. WL. BD.- <br />PORTLAND CEMENT WOOD BASH — <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FM. FLRrI <br />Cm <br />a. <br />a.. <br />ti <br />. a• <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER s30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905U.1 ON J' 0U3U5. <br />SHEATHM OR Uj' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. 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 />Cm <br />0'-0' FIN. FLR <br />a. <br />B TYP. WALL SECTION <br />NO OPENING <br />��1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0• <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH:407-7748078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA N: 0003325 <br />r <br />p <br />� <br />Z <br />BLTHDIV. & LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK. #10 <br />PROJECT* <br />04181.000-13101 <br />MODEL: <br />3EKB <br />"1405— KEYSTONE" <br />GARAGE BWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT 4/29/20 <br />DATE: <br />BCALE: 1/4"=1'-O" <br />BIiEET <br />D1 <br />