17 E MARINE VIEW DR 2019 Plans 2025-09-29 (4)

ROD DIA. CLEVIS CLEVIS BRACE QFRANE BRACE F - FEET G = GAGE MARK NO, PIN DIA. LOCATON ROOF LOCATION SECONDARY CX••• = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: = INCHES 0 = OPERATION CGX••" = COLUMN (GAGE) 3 8 097572 MEMBER kE = EIGHTHS C = FIN 2" 097573 /COLOR WCX*** = COLUMN (HOTROLL) COLUMN OR BEAM /8 095277 a•• O REFER TO: PANEL/COVERING VARCO PRUDEN BUILDINGS WEB HEX NUT 3/4 095278 D of RBX**" = RAFTER (PLATE) 7 8 095279 1 1/4° W 1 3 1 1 7 2 6 1 K T D *** a o * BCX - RAFTER {GAGE) WASHER"A" 1 095280 —— — — — F F EGG 0 C C C BASIC ERECTION GUIDE WASHER"B° 1 1 8 1195231 LENGTH CODE WRX*** - RAFTER (HOTROLL) ROD HILLSIDE WASHER 1 1 4" 095262 COTTER PIN LANCE BRACE TRX*** = TRUSS RAFTER 1 3 6" 097593 (cFB-)OR(HFB-) INSULATION 1 1 5 097593 1 1/2 FLANGE BRACE WILL TYPICALLY I*B 1 3 0 1 0 3 6 0 3 0 W V ICX••" = INTERIOR COLUMN FIELD NOTE CONNECT TO THE WEB OF THE * F F F I I I I I I E C C PCX*** = PIPE COLUMN WEB REINFORCEMENT PLATE THE BUILDER WILL HAVE TO FIELD FRAME MEMBER, LENGTH WIDTH THK CODE IF PRESENT MAY BE SHOP WELDED ON REAM-OUT THE 9/16"DIAM HOLE IN THE TCX*** = TUBE COLUMN ( ) SECONDARY MEMBERS TO 13/16"DIAM, CLIP REQ'C W/ EITHER SIDE OF THE WEB. HOLES.(FOR THE 12MCB-FLANGE BRACE T SECONDARY STAN(STANDARD) FLANGES ( ) CLEVIS WITH A 3/4'X 13/4"AZ25 BOLT WHEN 0 B Z 1 9 1 1 4 1 7 - - - - - EPX•*" = ENDPOST(PLATE) 1000 REWIRED.) * * F F I I E G G + 40 EGX*** = ENDPOST(GAGE) o DEP_TH T LENGTH GAGE ADJUSLCODES SHAPE CBX*** = CANOPY(PLATE) BRACE ROD ALTERNATE CONNECTIONS SECONDARY(SPECIAL) CBX*** = PIGGYBACK CANOPY FLANGE BRACE REQUIREMENTS: 0 0 1 0 8 Z 1 9 1 1 4 1 7- - RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. • • • • • F F I I E G G • " • DCC*** = 8 i/2" GAGE POST The Field Guide for correctly storing and erecting DESCRIPTION PART NO DCE*** = 10" GAGE POST Varco Pruden Metal Buildin Systems RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON COUNTER DEPTHdf LENGTH CAGE ADJUST CODES 9 Ys ROD NUT HARD STEEL ROUND WASHER HARD STEEL WASHER HILLSIDE SHAPE DIAM A B WASHER CLEVIS PIN CROSS SECTION IS NOT ACCOMPANIED BY _ 3 6" 95321 3/8"FLAT WASHER 96408 1/2"BEVEL SQUARE WASHER 46040) RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDESS OF THE FRAME WEB 1/2" 95230 1/2"FLAT WASHER(95572) 543334 (WITH SHOULDER) WHEN PART MARK IS ACCOMPANIED BY (2). ROD BRACING 3/4"FLAF ROUND WASHER(95946) RULE IRS - THREADS BOTH ENDS 5 8" 95233 5 e'FLAT WASHER 95945 MAY BE FURNISHED WITHOUT IM- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE 0 3 R S 2 5 1 0 RT = THREADS ONE END - CLEVIS ONE END 3 4" 95235 3 4 FLAT WASHER 95946 A SHOULDER, TOED TWO COTTER CENTER OF THE BUILDING. E * * F F 7 B" 95237 7 B FLAT WASHER 95947 "FAT ROUND WASHER(95948) 543335 PIN WILL BE PROVIDED. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME RU = CLEVIS BOTH ENDS 1' 95238 1"FLAT WASHER 95940 SIDE OF THE FRAME WEB. DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES BACK COVER: 4001 BASIC ERECTION GUIDE 1 1 B' 95239 1 1 FLAT WASHER 95949 1 1/8 FLAT ROUND WASHER(95949) 543336 ++ 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. REV.DATE.0e/92/17 R N0.04 ROD BRACE REV DATE,W/2J/11 REY 1003 ROD BRACING REV.DATltd4/19/17 IREY.NO,O1 TYPICAL FLANGE BRACE CONNECTIONS REV GATE W/29/12 REV.NO OI MARK NUMBER KEY REV DATEe91/39/Ia REV.NO.WBRC1G2 WEB SLOT ASSEMBLY BR02K1 CLEVIS ASSEMBLY BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURUN EN5081 COMMON GENERATED MARK NUMBERS ENV002 BASIC ERECTION GUIDE - STRUCTURAL ROOF BEAM ROOF BEAM w J U Q HORIZONTAL o'Z a CLEARANCE v I ¢d EXTERIOR 0a HORIZONTAL COLUMN a CLEARANCE HORIZONTAL SPLICE v EXTERIOR ———————— ——- COLUMN VERTICAL SPLICE ROOF BEAM T�IAET J (� LQ]¢ FINISHED FLOOR INTERIOR _- s ELEVATION 100'-0" COLUMN J U j w (TYPICAL UNLESS Q Z v NOTED OTHERWISE) U Q COLUMN BASE PLATE Lj INTERIOR COLUMN SPLICE ; NOTE: BASE OF COLUMN MAY NOT BE AT FINISHED FLOOR REV CLEAR HEIGHT DIMENSION WORK POINTS PFRO07 AS SHOWN ON FRAME CROSS SECTION DRAWINGS K WWA FSS H aF 0- 5 92 .MTE �sS�ONA`� T` 04/08/201 PERMIT SET-For Building Dept.Approval 1.USE 1/2 X 1 1/2 A325T BOLT 49080 AND NUT 47120 THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP Buildings ( ) ( ) TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 3200 Players Club Circle Memphis TN 38125 PRIMARY BRACING SED'S W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER UNLESS NOTED OTHERWISE. VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE WITHOUT PRIOR WRITTEN APPROVAL F VP BUILDINGS. REV DATE er DESCRPTON BULDER CHG Building Systems,Inc. J08" 18-040734 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUBTOMER+C dman DATE SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Everett,Washington VP BUILDINGS 4.5.2019 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS , „� DRAWWCHECK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT tEE Cadman Everett Bldg 1 'ac REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NITS BUILDERS" 28103 vPc vERspN: 2018.2b PAGE 15 4/4/2019 SEDSheet 16:47:07 FLENAME'Cadman 1 RdI i000rBlwS,opeBuilalnpNomAm.nce,In