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SIMPSON RCA223/54 CLIP W/ <br />(3) #10 SCREWS TO JST. & (2) <br />HILTI X-U 0.157" DIA PAF TO BM <br />W BEAM - <br />SEE PLAN. <br />800S200-68 JOIST <br />Fy 33KSI <br />1.5B22 METAL DECKB <br /> 1' - 0" <br />L2X2X3/16 <br />CONT. <br />(1) HILTI X-U <br />0.157" DIA PAF <br />@ 16" O.C. <br />800S200-68 CAP <br />(2) #10 SCREWS <br />FLANGE TO <br />FLANGE, T&B <br />W BEAM - <br />SEE PLAN. <br />LG JOIST - <br />SEE PLAN. <br />METAL DECKL2X2X3/16 <br />CONT. <br />SIMPSON RCA223/54 CLIP W/ <br />(3) #10 SCREWS TO JST. & (2) <br />HILTI X-U 0.157" DIA PAF TO BM <br />(1) HILTI X-U 0.157" <br />DIA PAF @ 16" O.C. <br />800S200-68 CAP <br />(2) #10 SCREWS <br />FLANGE TO <br />FLANGE, T&B <br />SIMPSON RCA223/54 <br />CLIP W/ (3) #10 <br />SCREWS TO JST. <br />SIMPSON RCA223/54 <br />CLIP W/ (3) #10 <br />SCREWS TO JST. <br />1' - 0"1' - 4" <br />800S200-68 BLOCKING <br />@ 16" O.C. <br />W BEAM - <br />SEE PLAN. <br />800S200-68 JOIST <br />Fy 33KSI <br />1.5B22 METAL DECK <br />A <br />EXISITING BUILDING <br />9 1/2" <br />L2X2X3/16 <br />CONT. <br />1" GAP <br />SIMPSON RCA223/54 CLIP W/ <br />(3) #10 SCREWS TO JST. & (2) <br />HILTI X-U 0.157" DIA PAF TO BM <br />800S200-68 CAP <br />(2) #10 SCREWS <br />FLANGE TO FLANGE, <br />T&B <br />(1) HILTI X-U 0.157" DIA <br />PAF @ 16" O.C. <br />LEN <br />G <br />TH, AS RE <br />Q'D (6" MIN.)"W"WIDTH2 1/4" MIN.COLUMN PER PLAN <br />GUSSET PLATE <br />(1/2" MIN.) <br />DOUBLE ANGLE - <br />SEE ELEVATION <br />ERECTION BOLT <br />AS REQ'D <br />AS REQ'D <br />TYPICAL <br />AS REQ'D <br />TYPICAL <br />GUSSET PLATE <br />(1/2" MIN.)LENGTH, <br /> AS REQ'D <br />(6" <br /> MI <br />N. <br />)"W "W ID T H <br />BEAM PER PLAN <br />FULL DEPTH STIFFNER, <br />BOTH SIDESAS REQ'D., <br />TYPICAL <br />AS REQ'D., <br />TYPICAL <br />2 1 /4 " M IN .ERECTION <br />BOLT, AS REQ'D <br />DOUBLE ANGLE, <br />SEE ELEVATION <br />36" COVERAGE <br />2 1/2"1 1/2"DECK TO SUPPORT CONN. <br />36/4 PATTERN <br />FASTENING PATTERN <br />TYPICAL CONNECTION -#12 TEK SCREW <br />SIDELAP BETWEEN SUPPORTS -(3) #10 TEK SCREW <br />SUPPORTS PARALLEL TO DECK SPAN -#12 TEK SCREWS @ 6" O.C. <br />TYPE B GAGE 22 FINISH GALVANIZED <br />Sp.=.318 In.3 Sn.=.327 In.3 Fy min. =33 ksi <br />Ip =.289 In.4 <br />MINIMUM PROPERTIES <br />In.=.295 In.4 <br /> 6"6' - 10"7' - 0" FIELD VERIFY4' - 0" FIELD VERIFY5' - 2" <br />(2) C6X8.2 <br />HSS2X2X1/4 <br />EXISITING GIRTS <br />6' - 6"CUT EXISTING <br />GIRT AS REQ'D <br />3/16 <br />3/16 3/16 <br />BP2 -SEE DETAIL 8/S.4 <br />EXISTING METAL PANEL <br />12-11 x 1 PANCAKE HEAD SELF- <br />TAPPING FASTENER @ 5'-0" O.C. <br />INSIDE CLOSURE <br />1/4-14 x1 LONG-LIFE TYPE 'AB' <br />SELF-TAPPER W/ WASHER <br />1/4"EAVE TRIM <br />1/4-14 X 7/8 LONG LIFE LAPTEM <br />W/ WASHER @ EACH MAJOR RIB <br />1" X 3/32" TAPE SEALER TOP <br />& BOTTOM OF CLOSURE <br />NOTE: CUT PORTION OF EXISTING <br />PANEL AS REQUIRED. PULL PANEL <br />BACK TO RECEIVE EAVE FLASHING. <br />SECURE PANEL AS REQUIRED AFTER <br />INSTALLING EAVE FLASHING <br />OUTSIDE CLOSURE <br />PBR ROOF PANEL BY MCBI <br />OR EQUAL; COLOR T.B.D. <br />ROOFING UNDERLAYMENT <br />(SNOW AND ICE SHIELD) <br />5/8" EXTERIOR GRADE <br />PLYWOOD <br />1/4-14 x 1 LONG LIFE TYPE 'AB' SELF <br />TAPPER W/ WASHER; (6) PER PANEL <br />PBR BOX HANG-ON <br />GUTTER BY MCBI OR <br />EQUAL; COLOR T.B.D. <br />BOX PANEL CAP TRIM, <br />EXTEND 1" BEYOND <br />FRAMING <br />1/4-14 x 7/8 LONG LIFE LAPTEK <br />W/ WASHER @ 12" O.C. <br />1/4-14 x 7/8 LONG LIFE <br />LAPTEK W/ WASHER @ <br />12" O.C. <br />GUTTER STRAP @ 3'-0" <br />O.C. MAX <br />OVERHANG <br /> 1 3/4 " <br />1/4-14 x 7/8 LONG LIFE <br />LAPTEK W/ WASHER (2) <br />PER STRAP <br />INSIDE CLOSURE <br />1/4-14 x 7/8 LONG LIFE <br />LAPTEK W/ WASHER (6) <br />PER PANEL <br />12-11 x 1 PANCAKE HEAD <br />SELF-TAPPER @ 5'-0" O.C. <br />PBR PANEL BY MCBI OR <br />EQUAL; COLOR T.B.D. <br />ROOFING UNDERLAYMENT <br />(SNOW AND ICE SHIELD) <br />5/8" EXTERIOR <br />GRADE PLYWOOD <br />1' - 0" <br />L2X2X3/16 CONT. <br />800S200-68 CAP <br />(2) #10 SCREWS FLANGE <br />TO FLANGE, T&B <br />(1) HILTI X-U 0.157" DIA <br />PAF @ 16" O.C. <br />L2X2X3/16 CONT. <br />800S200-68 CAP <br />(2) #10 SCREWS FLANGE <br />TO FLANGE, T&B <br />(1) HILTI X-U 0.157" DIA <br />PAF @ 16" O.C. <br />CERT. NO. <br />52006REGISTEREDARCHITECTURALCOMPANY <br />N <br />ORTH CA R O L INA <br />SUMMITDESIGNAND E N GINEERIN <br />G <br />SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03392715 Ashton Dr., Suite 104Wilmington, NC 28412Voice: (910) 475-1208 Fax: (919) 322-0116www.SummitDE.comDESIGN AND ENGINEERING SERVICESPROJECT NO. <br />SHEET NO. <br />THIS DRAWING & THE DESIGN INTENT OF THIS <br />INSTRUMENT OF SERVICE IS THE VESTED <br />PROPERTY OF THE ARCHITECT & THE <br />ARCHITECTS CONSULTANTS, WHICH ARE NOT <br />TO BE REPRODUCED IN WHOLE OR IN PART BY <br />ANY MEANS OR METHOD WITHOUT EXPRESS <br />WRITTEN CONSENT OF THE ARCHITECT. THIS <br />INSTRUMENT OF SERVICE IS SOLELY & <br />EXCLUSIVELY FOR THE PURPOSE OF <br />CONSTRUCTING, USING, MAINTAINING, <br />ALTERING & ADDING TO THIS SPECIFIC <br />PROJECT AT IT'S SPECIFIC LOCATION. <br />COPYRIGHT 2015 <br />SUMMIT DESIGN AND <br />ENGINEERING SERVICES <br />C <br />ENGINEER OF RECORD <br />PROJECT MANAGER <br />DRAWN BY FIRST ISSUE DATE <br />500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 <br />S.6 <br />UO, SDH 3/14/2019 <br />JET <br />JET <br />ROOF DETAILSFREEZER ADDITIONPIEDMONT FOOD & AGRIC.1 1/2" = 1'-0"1 ROOF EDGE COND. 1 <br />1 1/2" = 1'-0"2 ROOF EDGE COND. 2 <br />1 1/2" = 1'-0"3 ROOF EDGE COND. 3 <br />3/4" = 1'-0"4 BRACE FRAME DETAIL 1 <br />NTS5BRACED FRAME DETAIL 2 <br />3/4" = 1'-0"6 TYPICAL ROOF DECK <br />3/4" = 1'-0"7 DOOR OPENING <br />1" = 1'-0"8 ROOF FLASHING DETAIL <br />ALL DETAILS ON THIS SHEET APPLY <br />TO ALTERNATE G-1 ONLY (EXCEPT <br />AS NOTED) -OMIT AT BASE BID. <br />THIS DETAIL IS BASE BID. <br />1 <br />1 <br />1 <br />1 <br />NOREVISIONSDATEBY1CODE CHANGE & DETAILREVISIONSJET7/11/23 <br />DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B