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CN <br />Ta <br />U <br />v7 <br />a <br />N <br />r <br />M <br />to <br />CU <br />0 <br />N <br />00 <br />P_ <br />00 <br />C <br />0 <br />0 <br />., <br />XA/aII Rartinn <br />Wall Section ( <br />OIL 10'-0" <br />TRUSS BRG. <br />OL 0.-0" <br />OL 13'-91/2" <br />TRUSS BRG. <br />1 /2"=1 '-0" <br />Soffit D <br />Tower &Entry Section <br />Aih 23'-10" <br />TRUSS BRG. <br />1 /2"=1'-0" <br />Section Detail <br />@ Laundry <br />1/2" SET BACK <br />FACE OF STUD TO <br />EDGE OF SLAB <br />. Ext. Wall to Slab <br />Gable End Detail <br />1 1 /2"=1'-0" <br />6"=1'-0" <br />1 "= 1'-011 <br />■ SHEET NOTES <br />MAY NOT BE REFERENCED ON THIS SHEET <br />A REFER TO SHEET A17.03 FOR GENERAL NOTES <br />B REFER TO SHEET Al7.04 FOR ASSEMBLIES <br />C ALL COLORS TO BE SELECTED BY OWNER <br />D REFER TO CLUBHOUSE NOTE PLAN FOR SECTION <br />LOCATIONS <br />® KEY NOTES <br />MAY NOT BE REFERENCED ON THIS SHEET <br />01 CONCRETE FOUNDATION & SLAB. REFER TO <br />FOUNDATION PLAN FOR DETAILS <br />02 2x6 P.T. BOTTOM PLATE <br />03 TERMITE SHIELD: CONT. GALV. METAL, TYP <br />04 BASEBOARD TRIM: PROVIDE 31/4" COLONIAL STYLE <br />WD., PAINT COLOR PER OWNER <br />05 DOOR PER SCHEDULE <br />06 WINDOW PER SCHEDULE <br />07 FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATIONS <br />08 METAL FLASHING <br />09 BEAM / HEADER PER FRAMING SCHEDULE <br />10 PRE-ENGINEERED ROOF TRUSS. SEE ROOF PLAN FOR <br />PITCH. WHERE DISSIMILAR PITCHES OCCUR TRUSS <br />MFR. TO VERIFY CORRECT HEEL HEIGHT TO MAINTAIN <br />CONTINUOUS FASCIA HEIGHT <br />11 PRE-ENGINEERED GALBLE TRUSS. PROVIDE STUDS <br />WITHIN TRUSS @ 16" O.C. FOR SHEATHING. BRACE <br />PER FRAMING DETAILS <br />12 DOUBLE TOP PLATE <br />13 2x8 ALUM. CLAD FASCIA W/ ALUM. DRIP EDGE <br />14 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT <br />W/ INSECT SCREEN <br />15 NON -PERFORATED FIBER CEMENT SOFFIT <br />16 ALUMINUM GUTTERS & DOWN SPOUTS <br />17 2x BLOCKING <br />18 (2) 2X4 W/ 1/2" FILLER <br />19 2X6 STUDS <br />20 1/2" GYPSUM BOARD <br />21 ALUMINUM LOUVER W/ INSECT SCREEN. REFER TO <br />ATTIC VENTILATION CALCULATIONS <br />22 SEE STRAPPING SCHEDULE <br />23 A23 @ 24" O.C. <br />24 2 SIMPSON H5'S AND 1-H10 TRUSS TO PLATE SIMPSON <br />SP2 PLATE TO EACH STUD <br />25 CONTINUOUS SILL SEALER <br />26 SEALANT. PROVIDE CONT. BEAD OF SEALANT <br />27 SELF ADHERING MEMBRANE <br />28 FIBER CEMENT HORIZONTAL LAP SIDING AS PER <br />ELEVATION: 6" EXPOSURE <br />29 BUILDING WRAP <br />30 ATTACH HEADER BEAM JACK STUDS TO FRAMED <br />COLUMN W/2-C220S TYPICAL 4 SIDES <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />Fort King <br />Colony <br />Apartments <br />City of Zephyrhills, FL <br />0 <br />0 <br />0 <br />N <br />0 <br />0 <br />Y <br />U � <br />N <br />►.- m N <br />ma <br />a <br />W o- <br />V" Co <br />SET DISTRIBUTIONS: <br />EDITED BY: AD, JT <br />U <br />z PROJECT NO. 10-2651 <br />z <br />Clubhouse <br />W Sections & Details <br />z <br />W <br />U <br />al <br />h <br />I <br />U <br />I Al 7071 <br />0 <br />LL <br />9 <br />� T14 I i 1A r —1 l — — — -- — — — — — — — �—r - n � r—ri , , <br />