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8 7 6 5 4 3 2 1 <br />TILT -UP PANEL WALL <br />CONT. ANGLE SEE PLAN <br />EXISTING RELOCATED METAL ROOF DECK, 3" TBEARING <br />TILT -UP PANEL 1. SEE PLAN a MIN 3/16 <br />�- <br />I JOIST, SEE PLAN <br />3/16 3 <br />ROOF DECK ATTACHMENT SCHEDULE <br />36" WIDE DECK <br />NUMBER OF ATTACHMENTS <br />MAXIMUM DECK <br />SPA(PLF) <br />GAGE <br />DIAPHRAGM DEMAND (SEE NOTE 8) <br />ZONE <br />AT ENDS AND INTERMEDIATE <br />SUPPORTS <br />AT SIDE SEAMS BETWEEN <br />SUPPORTS <br />E SHEAR <br />WL SHEAR <br />(PLF) <br />WL UPLIFT <br />(PSF) <br />10 <br />7 <br />6 (SEE NOTE 2) <br />61-011 <br />22 <br />- <br />600 <br />51 <br />BEAM OR JOIST AT SPLICE <br />3/16 11/2 3/16 3 21/8" 21/8" <br />A MAX M{ V\ 3/16 METAL DECK <br />L4x4x1/4, TYP 3/16 3 BENT PL. (BP-1) " �� W18X35 B <br />1 1/2 x1 1/2 x3/16 x 0 -9 LG. COPE BEAM FLANGE <br />z AS REQ'D AT WALL <br />0 7 , 7 <br />z 3/16 _ <br />BEAM SPACING SEE PLAN i PL1/2"x10"x2'-0" <br />ROOF OPNG. OR Z W ANGLE BENT PLATE MAY w/6-1/2"ox V-6" D.B.A. <br />ROOF DRAIN. SIZE w � SPLICE BE SHIPPED IN STOCK I��, - 51�6g�GE <br />AS REQ'D FOR OPENING FRAME PLAN o:/ <br />LENGTHS & FIELD CUT TO <br />EQUIP. PURCHASED BAR JOIST SPLICE OVER JOIST, OR \A0 <br />ANGLE IN FIELD. MITER <br />CONT. ANGLE OR CORNERS AS REQUIRED. _ _ _ ' GE = 3 SIDES <br />1" PAST BM BENT PL. SEE PLAN - X5X5116gRP 0° ATTACH L5X5X5/16 TO BOTTOM 3/16 7 <br />TYP.CL, TYP. 3/16 2 P' NpOF W18X35 TOP FLANGE � <br />1 1/2" 10" <br />AT SPLICE 3/16 1 1/2 TRIM @ 17 ANGLE <br />SEE PLAN 3/16 3 SIDES <br />METAL ROOF DECK <br />1 3/16 3 3/16 3 <br />SEAT L4x4x 3/8X 0'-8" LONG <br />NOTE: MAX 1/8 TYP. w/ 3/8" STIFF. PL. <br />FRAMES REQ'D AT ALL ROOF COMPLETE CONNECTION <br />DRAINS AND OPNGS. 3/16 TYP' BEFORE LOADING BEAMS <br />GREATER THAN 12" SQ. BENT PL. (BP-1) _ _ TILT -UP PANEL <br />A SECTION A -A ANGLE SUPPORT AT WALL SPLICE SEE PLAN ^ <br />Al ROOF OPNG SUPPORT F A2 PERIMETER ANGLE SPLICE A3 DOUBLE ANGLE BRACE TO BEAM A4 BEAM TO END OF PANEL <br />Section 1l2" =1'-0" J. Section 1 1 /2" =1'-0" Section 1 1 /2" =1'-0" Section III i'-0n <br />sTR T L E `~ - WAREHOUSE EXPANSION STRUCTURAL <br />No I�IASKELL �iBRrva sidaAveoue = - ZEPHYRHILLS NATURAL SPRING WATER ROOF FRAMING DETAILS <br />Jacksonville, Florida32202 ,' ZEPHYRHILLS, FLORIDA <br />* D Addendum #1 4/16/2018 Phone# (W4)791-4e00 <br />"� 8 OF B P� 2/21/2018 The Information contained on this document is the sole property of NWN SIZE SHEET NO. REV. NO. <br />CORPORATE EhGINEERING OFFICE and may not be copied or disclosed to others unless authorized by <br />O4' E REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 RE=.r IaE r,�IVE, ;I_IITE oo DATE: D.M.: SCALE: D S-521 <br />CONTROL COPPELL TEY;AS 75U19 <br />8 AL 7 6 5 4 3 2 1 <br />3'-0" <br />36/3 <br />3614 <br />B/DECK METAL DECK <br />I — — — — — SEE PLAN 36/5 <br />T/STEEL <br />36/7 <br />D VARIES ROOF DECK ATTACHMENT NOTES: — - t <br />e ;, <br />-=��- 1. ATTACHMENT AT SUPPORTS AND TO STRUCTURAL FRAMES AROUND OPENING SHALL BE HILTI X-ENP 19 L15 (ICC-ES-ESR-2776) AT 36/9 ° D <br />CONT. ANGLE OR BENT PL. I �- N ` MATERIALS THICKNESS GREATER 1/4" AT MATERIAL THICKNESS LESS THAN 114" USE HILTI X-ENP 24 (ICC-ES-ESR-2776}. <br />SEE PLAN ATTACHED TO L4x4x3/8xO'-8 2. SIDE LAP FASTENERS SHALL BE #10 TEK SCREWS. <br />TILT -UP PANEL WITH 1/2" k Tyr BRIDGING a w/ 3/8" STIFF PL: 3. ATTACHMENT AT 6" ON CENTER AROUND OPENINGS. <br />X4" EXPANSION ANCHOR @ 1/8 4. ATTACHMENT AT 6" ON CENTER AT BUILDING EDGES AND CORNERS. TYPICAL FASTENER LAYOUT <br />24" O.C. I 5. ROOF DECK MINIMUM END LAP IS 3". <br />Qo <br />rk <br />(2) HIT-HY 200+HIT-Z 6. ADDITIONAL ATTACHMENTS REQUIRED AT ROOF COLLECTOR MEMBERS, SEE ROOF FRAMING PLAN. <br />1/8 1 �P' ANCHORS W/ 4.5" EMB. 7. DECK DESIGN CAPACITY BASED ON WIND UPLIFT AND WIND SHEAR INTERACTION EQUATION (SDI DDM, THIRD EDITION SECTION 4.10) <br />1 I L3x3x1/4x 0'-6" 8. DIAPHRAGM DEMANDS SHOWN ARE STRENGTH DESIGN (1.OWL & 1.OE). MULTIPLY WIND LOADS IN TABLE BY 0.6 & SEISMIC LOADS BY 0.7 TO <br />w/ (2)1/2"o x 4" PANEL THICKNESS OBTAIN SERVICE LEVEL LOADS. <br />EXPANSION ANCHOR SEE ELEVATIONS JOIST, SEE PLAN 9. ALL ROOF DECK ATTACHMENTS REQUIRE SPECIAL INSPECTION, SEE SPECIFICATIONS AND GENERAL NOTES. <br />@ 4"GA. <br />Cl ROOF DECK TO TILT -UP C2 JOIST TO EXISTING TILT PANEL C3 DECK ATTACHMENT DIAGRAM <br />Section 3/4" =1'-0" Section 1" =1'-0" Section 1" =1'-0" <br />OVERHEAD OF JOIST & PL <br />POINT LOAD 18k5 WELD TO <br />6 � � OF PANEL JT. <br />ADDITIONAL L2x2xl/4 BRACE, JOIST OR 3/16 UNDERSIDE OF <br />1/2° SEE NOTES BELOW JOIST GIRDER OVERHEAD TOP CHORD <br />1/8 2 WELD TO I SEE PANEL ELEVATION <br />UNDERSIDE 3/16 <br />B/DECK OF TOP I I 3/16 3 3/16 3 <br />C SEE PLAN CHORD _ ,-�- — I G' <br />I <br />Z <br />\ ' 611 TYP. 1 1/2" NpR� <br />POINT LOAD 3/16 TOTAL i <br />/ BRp,GE I I ATTACH L5X5X5/16 TO BOTTOM P-3 P-3 <br />NOTES: R\Z�5X5X5116 OF 18K5 TOP CORD <br />1. ADDITIONAL BRACE IS NOT REQ'D FOR POINT LOAD LESS THAN 150 LBS. Np <br />1/8 2. ADDITIONAL BRACE REQ'D FOR POINT LOAD BETWEEN 150 LBS AND 300 LBS WHEN <br />POINT LOAD FALLS AT 6" OR GREATER FROM PANEL POINT, SEE ABOVE. <br />HORZONTAL BRACE, 3. CONTACT ENGINEER OF RECORD FOR POINT LOAD MORE THAN 300 LBS. <br />SEE PLAN <br />Bl JOIST TO BEAM CONNECTION B2 JOIST REINF. @ CONCENTRATED LOAD DOUBLE ANGLE TO JOIST PANEL JT.-JOIST CONNECTION <br />Section 3/4" =1'-0" 83 B4 <br />Section NOT TO SCALE Section 1 1 /2" =1'-0" Section T1 1 /2" = V-0" <br />5/8"o SMOOTH SAFETY OPENING LOCATION _. <br />BARS @ 8" O.C. MAX. @ SEE PLAN PERIMETER ANGLE, <br />DECK SEE PLAN <br />B <br />z <br />a. <br />O <br />0 <br />0 <br />Of <br />OPNG. <br />A ; <br />