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Sw-1 <br />I I <br />U <br />U) <br />Q <br />N <br />CU <br />0 <br />0 <br />N <br />N <br />N <br />0) <br />C <br />0 <br />0 <br />rl <br />z <br />Q <br />U <br />It's <br />Sw_1 <br />i i i-� <br />L_9 ,.l .. A.— <br />H-11S -1.03 — —D—p D D D - - D I <br />- w _ _ � w — —� <br />tl m a- Co C <br />-D T <br />D D _ D - _ �,,^ D_D D D__ <br />_.. I-Ar <br />H-1 _ I .. <br />-1 <br />I I I I I I I ! I I I <br />I l ! L I <br />I I I I <br />! I I ! I I <br />�H-1 <br />S -3 N I <br />! I I <br />L H-1 <br />3 <br />H-1 <br />! 09 <br />LL L I— —�— TYP. <br />09 ,�---S1N-1 B-1 <br />TYP. <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 2706" 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 P. STUDS L1ND00EAC+i SIbE OF4SE fit. <br />�,IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH, <br />LY,PROVI,DE.CONT1iN000SLYT.OFOUNDATION. <br />13 STEP UP IN ROOF TRUSS; REFER T 0 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 />�j 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 />><' i 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 />LA <br />I --po' AtATA <br />3'' M1 <br />�IIIclll �� McLak!en <br />NEERING <br />III=111 "�� GROUP <br />I— TYP. <br />B-1 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 />11111/ <br />3 <br />YFORUME <br />L <br />0 <br />N ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />N PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />0 <br />0 <br />0 745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />01 fax: 407.830.4143 <br />AA0002731 <br />u www.forumarchitecture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />SET DISTRIBUTIONS: <br />11/25/09 <br />Progress Set_ <br />12/09109 <br />60% Progress Set <br />12117109 <br />Bid Set <br />03/02/10 <br />Permit Set <br />Q SHEET REVISIONS: <br />01I25110 <br />1 MISC, COORDINATION <br />08/25/10 <br />3 MISC. COORDINATION3. <br />EDITED BY: <br />PROJECT NO. 09-2587 <br />z <br />rn <br />Building Type <br />Partial Third Floor <br />W <br />Z Framing Plan <br />v W <br />01 <br />� W <br />* i 0 <br />)e ����.......� S4.14I0ems' • ~ ���1!8"=1'-011 Ss <br />R.F.O% / yS'S 4 <br />