17 E MARINE VIEW DR 2019 Plans 2025-09-29 (3)

CLEVIS CLEVIS BRncE giRAME BRACE SEE ERECTION DRAWINGS ROD DIA, MARK NO. PIN DIA, LOCATON LOCATION ROOF FOR LOCATIONS AND PART MARKS SEE ERECTION DRAWINGS FOR 3 e 097572 SE BRACE ROD LOCACONDARY TIONS, PART MARKS AND 1 2- 097573 BOLT QUANTITIES AND SIZES COLUMN OR BEAM 5 8 095277 O^ "� BRACE ROD WEB HEX NUT 3 4 095275 1 1/4" a Y of (SEE ERIN ECTIPIN ON�DWGS)TTER PIN WASHER"A- 71B 025280 —— —— —o STRUT CONNECTION BOLTS (SEE ERECTIOCI-EAS PIN N DWGS)R PIN WASHER"B" 1 1 8 095281 OR cE SEE DRAWINGS FOR ROD 111 SIDE WASHER 1 1 4 595282 COTTER PIN OFB- OR'AB-) 1 346 097593 1FLANGE BRACE N1LL TYPICALLY SIZES AND QDANIITIES 1 1 2 097594 FIELD NOTE CONNECT TO THE WEB OF THE BRACE STRUT iNE WILDER WILL HAVE TO FlELO FRAME MEMBER. BRACE STRUT GAGE WEB REINFORCEMENT PLATE BEAN-Wi THE 9/18"DAM.HOLE IN THE 9 -BSB— (IF PRESENT)MAY BE SHOP WELDED ON SECONDARY MEMBERS TO 13/18'DIAM. CLIP REWD W/ EITHER SIDE OF THE WEB. CLEVISHOLES.(FCR THE 12MOB_FLANGE BRACE THICK FLANOES WnH A 3/4"X 1 3/4"A323 BOLT MEN REQURED.) COLUMN O 40 BRACE ROD ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: DESCRIPTION/PART NO RULE#l- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE02- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON COLUMNRoo NOT HARD STEEL ROUND WASHER HARD STEEL WASHER HILLSIDECROSS SECTION IS NDT ACCOMPANIED BY(2).DIAN A 8 WA6HER WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE J B' 95321 3 'FLAT WASHER 98408 1 2'BEVEL SQUARE WASHER 4a040RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB SLIP CRITICAL AND MUST BE FULLY PRE TEN90NED. WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE 12 962J0 1 2 FLAT WASHER 95872 543334 WHEN PART MARK IS ACCOMPANIED BY(2). PAYING SURFACES MUST BE PAINT FREE IF PAINT SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. 5 B 95277 5 8 FLAT WASHER 95945 3/4'FLIT RWND WASHER(95946) MAY BE FURNISHED WITHOUT RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE IS FOUND ON FAYING SURFACES IN SLOTTED PAYING SURFACES MUST BE PAINT FREE. D PAINT 3 a 95235 3 4 FLAT WASHER 95948 A SHOULDER, THEN TWO COTTER CENTER OF THE BUILDING. CONNECTIONS REMOVE WITH LIGHT(MINDING. IS FOUND ON FAYING SURFACES IN SLOTTED 7 a 95237 7 e FLAT WASHER 9se47 1 RAT ROUND WASHER(95848) 54s33s PIN WILL BE PROVIDED. RULEI/5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME STANDARD HARDENED WASHERS ARE REQUIRED OVER CONNECTIONS REMOVE WITH RSA GRINDING. 1' 9523a 1"FLAT WASHER 95948 SIDE OF THE FRAME WEB. ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK STANDARD HARDENED WASHERS ARE FOR MA OVER 1 1 9' 952J9 1 1 RAT WASHER 95949 1 t/e'FLIT ROUND WASHER(95948) 543376 NUMBERS AND QUANTITIES ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK ••10-&11 1/2"PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. NUMBERS AND QUANTITIES. REV.wTcoe T REV.xo.o4 REV.DATeCa/L3/IS REV.xn os REV.OA1En4 e T Rev.xn m REv.OATeaME/11 REV.xn a REV.OATDa/LS/H N..xa o TYPICAL FLANGE BRACE CONNECTIONS STRUT BRACING f ROD BRACE ROD BRACING WALL STRUT BRACING BR01 G2 WEB SLOT ASSEMBLY BR02K1 CLEVIS ASSEMBLY BRO6AE CONT. PURLIN LAP SHOWN, CONT. GIRT& SIMPLE PURLIN BR15J1 GAGE STRUT ON WALL BR15JC THREE-PLATE STRUT IN WALL SEE ERECTION DRAWINGS F-FEET G- GAGE CX••• = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: ROOF BEAM FOR LOCATIONS AND PART MARKS NOTE: ALL BOLTS TO BE I =INCHES 0=OPERATION CGX•••-COLUMN(GAGE) ROOF STRUT CON N. BOLTS 1/2-X 1 1/2-A325 E=EIGHTHS C=FIN/COLOR WCX*a'=COLUMN(HOTROLL) I BEAM BOLTS(49080) (U.N.O.) SEE DRAWINGS FOR SIZES AND QUANTITIES PANEL/COVERING REFER T0: VARCO PRUDEN BUILDINGS W 1 3 1 1 7 2 6 1 K T D PURLIN RBX*•'=RAFTER(PLATE) w CLEVIS PIN W/COTTER PIN « BGX•••- RAFTER(GAGE) -�U N F F I I EGG 0 C C C BASIC ERECTION GUIDE <z (SEE ERECTION DWGS) 1/2"X 1 1/2"A325 BOLTS(49080)WITH LENGTH CODE WRX• - RAFTER(HOTROLL) U< HARDENED WASHER(095872)EACH SIDE TR X' = TRUSS RAFTER Of (TYP AT PURLIN END OF BRACE) INSULATION HORIZONTAL < w BRACE ROD B 1 3 0 1 0 3 6 0 3 0 W v CLEARANCE ICX• -INTERIOR COLUMN <Z e •• F F F I I I I E C C EXTERIOR; U< HORIZONTAL PCX•••-PIPE COLUMN F� LENGTH WIDTH THK CODE TCX***= TUBE COLUMN COLUMN w CLEARANCE �\ SECONDARY(STANDARD) HORIZONTAL SPLICE —J U COLUMNEXTERIOR FLANGE BRACE(CFB-OR HFB-) 0 8 Z 1 9 1 1 4 i 7- - - - - EPX•*•=ENDPOST(PLATE) ————————— • F F I I E G G * * EGX•••-ENDPOST(GAGE) VERTICAL SPLICE DEPTH LENGTH GAGE ADJUSTCODES L-—I————————— RAFTER SHAPE CBX***=CANOPY(PLATE) _r ROOF SECONDARY(SPECIAL) CBX***=PIGGYBACK CANOPY -C BEAM BASE 0 D 1 0 8 Z 1 911 41 7--- PL,q BRACE STRUT(GAGE) • ••• - , DCC—= 6 1/2-GAGE POST The Field Guide for correctly attiring and erecting I w _BSA-- __F F I I E c c �_ DOE***=10" GAGE POST Varco Pruden Metal Building Systems <z FINISHED FLOOR COUNTERDEPTH&LENGTH GAGE ADJUST.CODES WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE ENDPOST l SHAPE INTERIOR < ELEVATION 100'-O" SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. COLUMN w (TYPICAL UNLESS FAYING SURFACES MUST BE PAINT FREE IF PAINT ROD BRACING RAKE IRS-'THREADS BOTH ENDS BEAM IS FOUND ON FAYING SURFACES IN SLOTTED 0 3 R S 2 5 1 0 Z CONNECTIONS REMOVE WITH LIGHT GRINDING. E • • F F I I RT= THREADS ONE END-CLEWS ONE END �F<Ir STANDARD HARDENED WASHERS ARE REQUIRED OVER DIA LENGTH RU= CLEVS BOTH ENDS BACK COVER: 4001 BASIC ERECTION GUIDE ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK RP= THREAD BOTH ENDS-NO HILLSIDES U NOTE: BASE OF COLUMN MAY NUMBERS AND QUANTITIES. INTERIOR COLUMN SPLICE I NOT BE AT FINISHED FLOOR REv.DATE:a/LS/11 REV.xo.al REV.SATeoa/L4pr REV.No.a Rn.DA1groMR/1a Rev.xa a .wTE»I/wA4 lev.xn oo REV DATe4eASA4 REv.Lam STRUT BRACING ENDPOST TOP BRACING MARK NUMBER KEY BASIC ERECTION GUIDE - STRUCTURAL CLEAR HEIGHT DIMENSION WORK POINTS BR15L1 GAGE STRUT IN ROOF BR25A3 ENDPOST WITHIN 5" (152mm) OF PURLIN EN50B1 COMMON GENERATED MARK NUMBERS EN V002 PFR007 AS SHOWN ON FRAME CROSS SECTION DRAWINGS OK�tYDKwA N 4 56 2 3I1 OF EVERETT "�ssro L REVIE =D FOR PERMIT 04/09/2019 PERMIT SET-For Building Dept.Approval 1.USE 112 X 1 112 A325T BOLT(49080)AND NUT(47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. D VP Buildings W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, WORK PRODUCT OF VP AND DESIGN AND IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE PRIMARY BRACING SED'S SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, 3200 Players Club Circle Memphis TN 38125 VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP IOONO UNLESS NOTED OTHERWISE. TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. REV DATE Br DESCRIMON ILDER CHG Building Stems,Inc. 18.040735-01 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD cu ""Cadman -DATE SIDE OF THE WEB AS THE HILLSIDE WASHER. BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington An ��HECK 019 VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PaaECT Cadman Everett Bldg 2 LAD TEMPORARY BRACING. BuILDERSPox ABIueScope Steil lY AOB NTS 28103 vPeVTeRSION: 2018.218.2b 15 4/5/2019 SEDSheat 10:5639 FILENAME: Cadman Ra NOR or eWxBO Rx am apex NR na.M1al