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WOOD STRUCTURAL PANEL (PLYWOOD) <br />01 PLYWOOD FOR ROOF SHEATHING SHALL BE 1/2" APA RATED SHEATHING EXP.1, APA IDENTIFICATION INDEX <br />32/16, OR BETTER. <br />02 PLYWOOD ROOF SHEATHING SHALL BE NAILED TO TRUSSES AS PER ROOF ZONE FASTENING PLAN. <br />03 USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. <br />04 PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). <br />05 LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. <br />® LUMBER <br />01 ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, SOUTHERN YELLOW PINE NO.2 OR BETTER WITH <br />MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E=1,600,000 PSI IN ACCORDANCE WITH THE NATIONAL <br />DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. <br />02 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. <br />03 ALL JOISTS BEARING ON MASONRY SHALL BE FIRE -CUT WITH MINIMUM BEARING LENGTH OF FOUR INCHES. <br />04 EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE <br />NAILING SCHEDULE IN TABLE 2304.9-1 OF CHAPTER 23 OF THE 2007 FBC, <br />MICROLLAM® OR PARALLAM ) BEAMS 05 <br />01 MICROLLAMO OR PARALLAMO BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSL. <br />02 MICROLLAMO BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: <br />E = <br />1.9 X 10"6 PSI <br />FB = <br />2,600 PSI <br />F T = <br />1,555 PSI <br />FC - <br />750 PSI <br />FC, PARALLEL = <br />2,510 PSI <br />FV = <br />285 PSI <br />03 PARALLAMO BEAMS HAVE THE FOLLOWING MINIMUM PROPERTIES: <br />E = 2 X 1 OA6 PSI <br />FB = 2,900 PSI <br />FC = 750 PSI <br />FC, PARALLEL = 2,900 PSI <br />FV - 290 PSI <br />04 BEAMS MUST BE LATERALLY SUPPORTED AT TOP. <br />05 MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2" AT ENDS AND 3-1/2" AT INTERMEDIATE SUPPORTS. <br />06 MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S <br />SPECIFICATIONS. <br />U <br />U) <br />C <br />M <br />0) <br />i4 <br />i0 <br />CO <br />O <br />r <br />O <br />CJ <br />r <br />co <br />C <br />Ra.. <br />16 <br />0- <br />JOISTS SHALL BE FASTENED TO STEEL GIRDERS BY El T HER OF TWO ACCEPTABLE METHODS AS FOLLOWS <br />EXCEPT AS NOTED AT'TIMBER CONNECTIONS' BELOW: <br />A. A CONTINUOUS 2 x 6 NAILER PLATE SHALL BE BOLTED TO THE TOP FLANGE OF STEEL WITH 1/2 DIA. <br />STAINLESS STEEL BOLTS AT 4'-0" ON CENTER, ON ALTERNATE SIDES OF WEB. JOIST SHALL BE <br />TOENAILED TO PLATE WITH 3 8d NAILS PER JOIST. JOISTS FRAMING FROM OPPOSITE SIDES SHALL <br />LAP AT LEAST SIX INCHES, AND BE SPIKED TOGETHER AND BLOCKED. <br />B. A CONTINUOUS 2 x 4 NAILER PLATE SHALL BE BOLTED ABOVE THE BOTTOM FLANGE OF STEEL <br />MEMBER WITH 1/2 INCH DIAM. BOLTS AT 4'-0" ON CENTER. JOISTS SHALL BE NOTCHED ON TOP TO <br />PROVIDE CLEARANCE OF TOP FLANGE AND TO PROVIDE A SPACE OF AT LEAST 3/4" BETWEEN STEEL <br />AND SUBFLOOR. MAXIMUM DEPTH OF NOTCH SHALL BE 1/4 THE DEPTH OF JOIST. 20 GAGE METAL TIE <br />OR WOOD SCAB SHALL BE USED TO FASTEN OPPOSITE JOISTS TO ON ANOTHER. <br />® TRUSSES <br />01 SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL OF ALL WOOD TRUSSES <br />02 SHOP DRAWINGS SHALL SHOW CHORD AND WEB SIZES, STRENGTHS, STIFFENERS (AS REQUIRED), BEARING <br />DETAILS, BRIDGING, BRACING, ERECTION NOTES AND DESIGN CALCULATIONS. TRUSSES SHALL BE <br />DESIGNED TO MEET THE DESIGN LOADS SHOWN ON THE STRUCTURAL NOTES AND PLANS. MAXIMUM LIVE <br />LOAD DEFLECTION SHALL BE LESS THAN 1/240 OF THE SPAN. MAXIMUM DEFLECTION UNDER FULL DESIGN <br />LOAD SHALL BE LIMITED TO 1/180 OF THE SPAN. <br />03 ALL SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF <br />A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THIS PROJECT. <br />04 LATERAL BRACING OF WEB MEMBERS SHALL INCLUDE A DIAGONAL BRACE (2" THICK NOMINAL) AT SPACING <br />NOT TO EXCEED 20 FEET. ALL END BAYS SHALL BE DIAGONALLY BRACED. <br />05 BOTTOM CHORDS OF WOOD TRUSSES SHALL BE CONTINUALLY BRACED AT A SPACING NOT TO EXCEED 10 <br />FEET, LOCATED AT OR NEAR A PANEL POINT. DIAGONAL BRIDGING SHALL BE INSTALLED AT END BAYS AND IN <br />INTERMEDIATE BAYS AT 20 FEET SPACING. <br />06 THE TRUSS ERECTOR IS RESPONSIBLE FOR PROPER TRUSS HANDLING AND FOR TEMPORARY BRACING. <br />ERECTION BRACING SHALL BE APPLIED AS EACH TRUSS IS PLACED IN POSITION. CARE MUST BE TAKEN TO <br />STABILIZE THE FIRST TRUSS AND DIAGONAL BRACING IS NECESSARY TO AVOID PROGRESSIVE COLLAPSE. <br />'k McLik!en <br />NEERING <br />M11= 11'=w` GROUP <br />11= <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 />F. <br />m <br />9 <br />aFORUME <br />L <br />0 <br />N ARCHITECTURE & <br />dc INTERIOR DESIGN. INC. <br />y PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />0 <br />0 745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />c phone: 407.830.1400 <br />06 fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />L <br />Q ' <br />E <br />iL THE <br />00 • ICHMAN <br />mi <br />c ROUP <br />3 OF FLORIDA, INC. <br />Fort King <br />Colony <br />Apartments <br />City of Zephyrhills, FL <br />SET DISTRIBUTIONS: <br />EDITED BY: JT <br />PROJECT NO. 10-2651 <br />Clubhouse <br />General Notes <br />Framing <br />ft MO.', <br />MiM <br />S17.40 <br />