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2X4 TOP PLATE <br />PRE-FA5 TRUSS <br />in CLG. BOARD <br />W'DRYWALL <br />PLATE To iLAIS STUDS 024' <br />MAIL r— <br />MAX I Ir <br />SLAG <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 IS' O.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O G. <br />FIN. FLR T r ' <br />TYP. INT. WALL NON—BRG. <br />�1 SCALE. 5/4'.I'-D' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5),I <br />ON I}' O.S.B. SHEATHING <br />OR p CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I _ Tom' <br />ELEVATIONS ON. <br />` <br />VENTED SOFFIT <br />I I <br />1/2' THICK, 2 COAT PORTLAND--L-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />VY THICK, 7 COAT <br />COIEMR MEAD <br />E' CMl EEE <br />FCRRAlD CR@N:' <br />PLAAIITER AFrLRD <br />STIUlanAAL RCR <br />ISmWormlew <br />DII<CTLY To <br />MAGOWr <br />2.6 P.T. YD <br />ATTACHM TO R.I. <br />5' DIA. SLEEVE, <br />CN.L. AS PM <br />�ooucT <br />DO NOT CUT <br />An•wovALltQ <br />REBAR <br />INAL <br />MAC c AW woo <br />PIPE <br />OMATHM 6TItlP <br />BOND BEAM <br />O NOT CUT <br />LnM <br />"'I LON6 ALL <br />ter <br />comm� <br />SOLID GROUT <br />THE BOND <br />°" <br />w°aAa a?=Aacero <br />W/ (I)- A5 <br />BEAM <br />w 6T! M ED. <br />M:aoMUE <br />IM1TOr•D TO <br />JAM MR <br />(2) COURSE <br />R EARS <br />Flu iooucY wLv. ntRL <br />TMAac <br />O DO= <br />-- <br />APPOWYAL IQO. rlRTICAL r <br />er 19Yl. <br />01l�D 1 <br />rAsiem TO Rom <br />TRAM MRAGaM <br />W rowcu= <br />ARICVAL q1 <br />2A PIPE <br />THROUGH BOND <br />BEAM <br />2B GAS LINE THRU BLOCK <br />3 GARAGE DOOR <br />JAMBS <br />D1 SCALE: 3/4'•1'-0' <br />D1 SCALE: 1 1/2'•1'-0' <br />WOW <br />FIBERGLASS SHINGLES <br />OVER 90 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.0 <br />ON Ob.5. SHEATHING <br />OR �' COX PLYWOOD <br />GYPSUM <br />5/0' GYPSUM BOA <br />UR <br />SECURED PER <br />OR IG HIG <br />FASTENER SCHEDULE <br />STRENGTH CLG. <br />BOARD <br />t AIf y Y YAirSTRUCTURAL <br />SEE ENERGY CODE FORMS FOR'/PRE-ENG <br />TRUSS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL• DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />R-4.1 INSULATIONVENTED <br />SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS 0 24'OZESTRIPS � 24' OC. <br />8' CMU <br />IRE' GYP. WL. BD. <br />WOOD BASE <br />:::�� <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' F�NPLR <br />a <br />4 <br />A W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />LS 2:TO LESS THAN 4:12, A <br />(2:)I—STORY HIP BLOCK WALL 52) LEA ERIUNDERLAYMENT SYSTEM <br />D1 SCALE' 1/4'.P-10' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GRATER (1) LAYER <br />UNDERLAYMENT 15 PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 406S TYPE IV, OR ASTM D <br />6151 <br />FIBERGLASS SHINGLES <br />OVER A30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rws.1.1 ON a, Obs. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <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 />1/2' THICK, 2 CO1/2, GYP. W L. BD. <br />PORTLAND CEMENT WOOD BABE • CMpI <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLR. iI 0'-0' FIN. FLR <br />a' cm a <br /><. Q <br />A. <br />u <br />4° <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />ll�QV <br />SCALE. 3/4' 0-0• <br />2X4 SPF 24' OC. MAX <br />SECURE W/ (2) 12d NAILS <br />• EA END GL <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINES <br />PER STRUCTURAL DETAILS OVER OWFELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWSJ.1 ON J' 0.6.15. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR j' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />Iff <br />FASTENERSCHEDULE <br />PRE-�'WD'TRU88 TMPMTL. DRIP EDGE <br />OA. <br />PER ELEVATION 2x FASCIA PER <br />IF ELEVATIONS <br />ONT. 2x RAT RUN SECURED PER <br />TRUCTURAL. DETAILS VENTED SOFFIT <br />EE ENERGY CODE FOR`1S FORPRE-ENG. LADLE TRI189 <br />NSULATION R-VALUESPER ELEVATION WEEP SCREED <br />GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD . _ STRUCTURAL DETAILS <br />R-4.1 INSULATION PLASTER PCEMENT <br />ORTLAND <br />LIED MASONRY <br />WINDOW ATTACHMENT A8 1/2' THICK 2 COAT <br />PER <br />MANUFACTURES 8F'ECIFIGATIONS PLASTER APPLIED <br />s, <br />Ix2 P.T. FURRING ff,; fy/ <br />STRIPS • 24' OC. �Y <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA k: 0003328 <br />44 <br />2 <br />y <br />4 <br />b <br />=4 <br />aysD:v Ale ILOT <br />ABBOTT PARK <br />LOT #18 <br />BLK. #8 <br />PROJECT* <br />04181.000-18081 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE awsxG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />