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J 111 L.'P1 1..1. I _-..._..... _. ___ ,.u.11 1 _.,I <br />U <br />a <br />N <br />a; <br />N <br />CU <br />0 <br />0 <br />N <br />N <br />M <br />c <br />0 <br />0 <br />0 <br />U ICI I'f' A i <br />IIIH_ <br />4.03 <br />I I I I I I I <br />I I I I <br />L L 1-1 <br />B-1 <br />* SW_1� B-1 B-1 B-1 SW_1_ SW-1 B-1 B-1 <br />I::firt <br />— — <br />• 1 <br />Partial Third Floor Framing Plan - euildin <br />Tvae I <br />' I _M <br />lqt 't <br />U) I cn <br />w <br />z <br />J <br />I— <br />1 /8"=1'-0" <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 WI 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 LINO <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) X4 2 . . . U S ND R A OF E <br />IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH <br />1 LY P OV DECO TI U US 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 />— CONT. DRAFTSTOPPING <br />- HEADER OR BEAM <br />- - PREFAB. WOOD TRUSS <br />I``-----71'1 <br />X I RATED ATTIC ACCESS DOOR <br />® 4' TAMCO OFF -RIDGE VENT <br />© 6' TAMCO OFF -RIDGE VENT <br />0 COLUMN REF. PER S4.02 <br />KEY PLAN <br />__F"k <br />iren <br />�Il�lllllc � McLENGINEERING <br />111=111 Y 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 />Oleck FL PE #5261 <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 />11/25109__....._....Progress <br />Set....... <br />12109.109 <br />t%0%Progress Set <br />12117109 <br />Bid Set <br />03102110 <br />P Permit Set <br />......._.............. _.........._.._.. _..................-. <br />SHEET REVISIONS: <br />RDINATION........ _._...._._...... <br />EDITED BY: <br />U <br />z PROJECT NO. 09-2587 <br />