Vista Lago Lp - Fort King Colony Apartments

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WOOD STRUCTURAL PANEL (PLYWOOD) 01 PLYWOOD FOR SUBFLOOR (FLOOR SHEATHING) OVER SAWN LUMBER SHALL BE 5/8" C-D EXT., SPECIES GROUP 3, APA IDENTIFICATION INDEX 32/16. INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS. 0 LUMBER 01 ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, SOUTHERN YELLOW PINE NO.2 OR BETTER WITH MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E=1,600,000 PSI IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. FORUME r _4) 8 02 PLYWOOD FOR SUBFLOOR (FLOOR SHEATHING OVER WOOD TRUSSES) SHALL BE 3/4" C-D EXT., SPECIES GROUP 3, APA IDENTIFICATION INDEX 40/20, GLUED TO TOP OF TRUSS AND SCREWED TO TOP FLANGE AT 12" 02 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING, ON CENTER. 03 PLYWOOD FOR ROOF SHEATHING SHALL BE 5-PLY Y2" APA RATED SHEATHING EXP.1, APA IDENTIFICATION INDEX 32/16, OR BETTER. 04 PLYWOOD ROOF SHEATHING SHALL BE NAILED TO TRUSSES AS PER ROOF ZONE FASTENING PLAN. 05 USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. 06 PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). 07 LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. MICROLLAM® OR PARALLAM® BEAMS 01 MICROLLAMO OR PARALLAMS BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSL. 02 MICROLLAMO BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1.9X10"6PSI FB = 2,600 PSI FT = 1,555 PSI FC = 750 PSI FC, PARALLEL = 2,510 PSI FV = 285 PSI 03 PARALLAMO BEAMS HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 2X10"6PSI FB = 2,900 PSI FC = 750 PSI FC, PARALLEL = 2,900 PSI FV - 290 PSI 04 BEAMS MUST BE LATERALLY SUPPORTED AT TOP. 05 MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2" AT ENDS AND 3-112" AT INTERMEDIATE SUPPORTS. 06 MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 03 ALL JOISTS BEARING ON MASONRY SHALL BE FIRE -CUT WITH MINIMUM BEARING LENGTH OF FOUR INCHES. 04 EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE IN TABLE 2304.9-1 OF CHAPTER 23 OF THE 2007 FBC. TRUSSES 01 SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL OF ALL WOOD TRUSSES. 02 SHOP DRAWINGS SHALL SHOW CHORD AND WEB SIZES, STRENGTHS, STIFFENERS (AS REQUIRED), BEARING DETAILS, BRIDGING, BRACING, ERECTION NOTES AND DESIGN CALCULATIONS. TRUSSES SHALL BE DESIGNED TO MEET THE DESIGN LOADS SHOWN ON THE STRUCTURAL NOTES AND PLANS. MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN 1/240 OF THE SPAN. MAXIMUM DEFLECTION UNDER FULL DESIGN LOAD SHALL BE LIMITED TO 1/180 OF THE SPAN. 03 ALL SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THIS PROJECT. 04 LATERAL BRACING OF WEB MEMBERS SHALL INCLUDE A DIAGONAL BRACE (2" THICK NOMINAL) AT SPACING NOT TO EXCEED 20 FEET. ALL END BAYS SHALL BE DIAGONALLY BRACED. 05 BOTTOM CHORDS OF WOOD TRUSSES SHALL BE CONTINUALLY BRACED AT A SPACING NOT TO EXCEED 10 FEET, LOCATED AT OR NEAR A PANEL POINT. DIAGONAL BRIDGING SHALL BE INSTALLED AT END BAYS AND IN INTERMEDIATE BAYS AT 20 FEET SPACING. 06 THE TRUSS ERECTOR IS RESPONSIBLE FOR PROPER TRUSS HANDLING AND FOR TEMPORARY BRACING. ERECTION BRACING SHALL BE APPLIED AS EACH TRUSS IS PLACED IN POSITION. CARE MUST BE TAKEN TO STABILIZE THE FIRST TRUSS AND DIAGONAL BRACING IS NECESSARY TO AVOID PROGRESSIVE COLLAPSE. X �'A' VAT, Mcip ren 1IIIII1IIII NGINEERING MINI GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmdaren.com ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.fbrumarchitecture.com Fort King Colony Apartments City of Zephyrhills, FL EDITED BY: JT PROJECT NO. 10-2651 General Notes - Framing i A4 S4.00