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to <br />0) <br />U <br />U) <br />LO <br />v <br />ai <br />cu <br />0 <br />0 <br />N <br />N <br />N <br />0) <br />c <br />O <br />z <br />O <br />B_1 <br />VITi 4 <br />I r S4.03 <br />SHEET NOTES <br />A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD <br />DOWN DETAILS. <br />B REFER TO SHEET S4.00 FOR FRAMING GENERAL <br />NOTES <br />C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & <br />SUPPORTS <br />D UNIT NAMES REFLECT UNITS BELOW FRAMING <br />MEMBERS <br />® KEY NOTES <br />01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL <br />COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO <br />WALL SECTIONS FOR DETAILS <br />02 22x361-HR FIRE RATED ATTIC ACCESS W/ LOCK. <br />CONTRACTOR TO COORDINATE LOCATION <br />03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO <br />MEET CODE <br />04 22"06" SELF CLOSING DRAFT STOP ACCESS DOORS <br />05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF <br />PITCH TO BE 5:12 UNO, W/ 16" OVERHANG UNO <br />06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP <br />AT UNITS, UNO <br />07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT <br />BREEZEWAY <br />08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP <br />CHORD AT 24" OC <br />09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL <br />BRACES DUE TO SHEAR WALLS <br />10 ALUM GUTTERS .& DOWNSPOUTS, TYP. <br />11 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER <br />CENTER AND BEGIN V-0" AFTER METER CENTER. <br />PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR <br />TO COORDINATE LOCATIONS AND LENGTH OF METER <br />CENTER WALL <br />12, (3) 2X4'# 2 S.Y:F. STUDS UNDER EACH SIDE OF SEAM <br />/�YPROVIDE `,SIN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH: <br />Z . PROVCONTINUOUSLY TO FOUNDATION. <br />PL _ - <br />13 STEP UP IN ROOF TRUSS; REFER TO RCP AND <br />SECTIONS <br />14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 <br />S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" <br />O.C. STAGGERED) FOR A DISTANCE OF 7'-0" ALONG <br />EACH INTERSECTING WALL OR UNTIL WALL ENDS <br />15 ALIGN RIDGE WITH CORNER OF UNIT WALL <br />16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC <br />17 CRICKET: COVER CRICKET FRAMING WITH <br />SELF -ADHERING MEMBRANE AND SHEET METAL. <br />PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS <br />18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ <br />16" O.C. <br />0 LEGEND <br />_ WALLS BELOW <br />INT. LOAD BRG. WALLS <br />Sw_1 SHEAR WALLS, HOLD DOWNS = <br />— D CONT, DRAFTSTOPPING <br />HEADER OR BEAM <br />- - PREFAB. WOOD TRUSS <br />RATED ATTIC ACCESS DOOR <br />® 4' TAMCO OFF -RIDGE VENT <br />© 6' TAMCO OFF -RIDGE VENT <br />c-- COLUMN REF. PER S4.02 <br />® KEY PLAN <br />��AWAXA McLek!en <br />NEERING <br />r1l=lil'�� GROUP <br />FL CofA #7992 <br />5728 Major Blvd., Suite 603, Orlando, FL 32819 <br />Tel. (407) 354-5411 Fax (407) 354-3466 <br />Web Site: www.mgmclaren.com <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />n PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />s fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />SET DISTRIBUTIONS: <br />11/25109_ <br />Progress Set <br />12/09/09 <br />60% Progress Set <br />/2/17109 <br />Bid Set <br />03/02110 <br />Permit Set <br />Q SHEET REVISIONS: <br />01/25110 <br />1 MISC. COORDINATION _ <br />08/25/10 <br />3 MISC. COORDINATION 3 <br />EDITED BY: <br />U <br />z PROJECT NO. <br />09-2587 <br />Building Type I <br />Partial Third Floor <br />Framing Plan <br />Z <br />Q <br />U <br />a <br />Partial Third Floor Framing Plan - 8uildin <br />- - - -- - — <br />I �, �4 i.�.�i '.I I--L-IFI.i liTlfi <br />1 /8"=1 V-0" <br />S4m13 <br />