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2X4 TOP PLATE <br />pf'ER�' <br />-- PRE-FAB TRL� <br />V2' C.& BOARD <br />I*' DRYWALL -t TOF- <br />SECURE ST. - <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' OL. <br />MAX <br />FN. FLR <br />2x4 WOOD <br />STUDS 024' <br />O.C. <br />NOTE; E5TUP5 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 I6' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' Or— <br />(i�)TYP. INT. WALL (NON— BRG. ) <br />D1 SCALE, SI/a'•I'-0 <br />AS PER F 1. <br />SHE <br />ROOF ATHINTHIN G <br />SHE <br />THICKNESS AS PER <br />\ <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />0 <br />TYP. <br />ELEVATIONS <br />oN. <br />VENTED SOFFIT <br />f <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />9/0' GYPSU-I d <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' PIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ M- "5 <br />(2) COURSE <br />'DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'-1'-0' <br />ENEF13y CODE FORMS <br />ATION R-VALUES <br />PENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHP'ENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRMG- <br />STRIPS • 24' Or - <br />IS, C-u <br />1/2' GYP. WL. <br />WOOD BASE — <br />e . <br />A <br />ti d. <br />a � 4. <br />W/ WINDOW OPENING <br />FIBEF2sLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR 905.I.L <br />ROOF SHEATHING <br />THIC106" AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TROUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1//' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />�0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />B TYR WALL SECTION <br />NO OPENING <br />NOTE; <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />euLE, sia.r-® UNDER-AYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />Alb a7AL <br />FM iY LN <br />2f GAS LINE THRU BLOCK <br />...- <br />FIBERGLASS SHINGLES <br />WITH UN09RL.AYMENT <br />AS PER FBCR 90511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL DRIP EDGE <br />2x FASCIA PER J Ma <br />ELEVATIONS ok <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI—/ <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />V2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />In' NICK 2CAAt- <br />romn.Am comlw <br />K"TM AMOP <br />Dhix=Y TO <br />HASOMW <br />In& <br />Comm aEAD <br />V cm asR <br />maictuRAL 'an <br />11EI?�OIlCm'1Dif <br />2.6 P.T. WD <br />ATTACH® TO MU <br />COLL A8 PER <br />ArrROVAL RNA <br />aBALANr. <br />lAaat ROD <br />WAT1M mar <br />M QJ:-M ALL <br />AAOItD ta1T <br />�pOOR YYWrJ <br />OVRaiAD DIX <br />w o ow <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />�2X4 SPF 24' O.C. MAX. - <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING SETIIEEN TRUS <br />-PER STRUCTURAL DETAIL <br />BACK AT ALL L <br />STRUCTURAL 01 <br />-ENG WD. TRUSS <br />STRIUCONT.'2x RAT RUN SECURED PERJ/ <br />STRUCTURAL DETAILS ...J/// <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTAC 4MENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. F URRNG <br />STRIPS • 24' 0r- <br />IR' GYP. WL. BD. <br />WOOD BASE <br />FISERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90S.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHF-AT14NG <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-EWx GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />cm <br />N. FLR �' _ J 0'-0' FIN FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -1-16 IN <br />.a- u <br />ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 1105.1A OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX 407.7744078 <br />www.a bd ea f gn grou p.com <br />AA M: 0003326 <br />1 <br />BLTEIDIV. & LOT: <br />ABBOTT PARK <br />LOT# 15 <br />BLK. 11 <br />PROJECT# <br />04181.000-15111 <br />MODZU <br />"1499—FREEPORT" <br />GARwGE ®WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />160 MPH EXP. C <br />l <br />I"PRENTDATZ. 8/14/21 <br />U9CAL.E: 1/4"=1'-0" <br />SHEET <br />D1 <br />