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SHEET NOTES <br />CD <br />0) <br />11 <br />rn <br />Q <br />CM <br />7 <br />0 <br />M <br />cu <br />0 <br />0 <br />N <br />N <br />co <br />0 <br />0 <br />a— <br />Partial Second Floor Framing Plan - Building T <br />c I <br />09 <br />TYP. <br />N <br />cIco <br />w <br />zl <br />UI <br />Q <br />z I <br />D D D D I IL <br />I <br />Jul <br />I I <br />I L.II NI � iI I, <br />1 /8"=1'-0" <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"x36" 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 SWA 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 />11N <br />)-2X4'# 2-S.Y'P. STUDS 7ND-REACH SYDE"OFBE <br />BREEZEWAY WALL. NAIL WITH 16d @ 12" OCEACH <br />Y P OV DE CO TI UOUS Y TO F U D 10 . <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 T-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 />LEGEND <br />WALLS BELOW <br />INT. LOAD BRG. WALLS <br />SW-1* SHEAR WALLS, HOLD DOWNS = <br />—D—D—D—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 />Q COLUMN REF. PER S4.02 <br />KEY PLAN <br />X I <br />vwren <br />=111=111 �� <br />�1=III= titYs ENGINEERING <br />111=1111 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.mgmelaren.com <br />R.F. Oleck FL PE #52514 <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 />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />.......................................................................................................... <br />0 SHEET REVISIONS: <br />1 MISC, COORDINATION <br />.............................. <br />PROJECT NO. 09-2587 <br />S4.12 <br />