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

ROD DIAL CLEVIS CLEVIS atACE QFgAME BRACE SEE ERECTION DRAWINGS MARK N0. PIN DIAL LOCATION LOCATION sEOdF FOR LOCATIONS AND Pt SEE ERECTION DRAWINGS FOR 3 8 09 K N MEMBER BRACE ROD LOCATIONS, PART MARKS AND 1 2" 097573 BOLT QUANTITIES AND SIZES COLUMN OR BEAM 5 8 095277 D•• ••D BRACE ROD WEB HEX NUT 3 4 095278 0 oI LEVIS PIN W/COTTER PIN 7 8 095279 1 1/4" Y (SEE ERECTION DWGS) WASHER"A" 1 095280 O —— —— —O CLEVIS PIN W/COTTER PIN WASHER"B" 1 1 8 095251 STRUT CONNECTION BOLTS (SEE ERECTION DWGS) ST' OR HFB-) IZES AND QUANTITIES ROD HILLSIDE WASHER 1 1 4 095282 COTTER PIN AN Z EE DRAWINGS FOR 1 3 8" 097593 1 1/2" FLANGE BRACE WILL TYPICALLY 1 1 2 097594 FIELD NOTE CONNECT TO THE WEB OF THE WEB REINFORCEMENT PLATE I THE BUILDER WILL HAV£TO FIELD FRAME MEMBER. BRACE STRUT(GAGE) ® BRACE STRUT REAM-OUT THE 9/18"DIAM.HOLE IN THE (IF PRESENT) MAY BE SHOP WELDED ON SECONDARY MEMBERS TO 13/16'DIAM CLIP REO'D W/ _BSB__ voe EITHER SIDE OF THE WEB. MOLES,(FOR THE 12MDB-FLANGE SPACE THICK FLANGES CLEVIS WITH A 3/+"K 1 3/+"A325 BOLT WHEN REQUIRED.) COLUMN 0 BRACE ROD ALTERNATE CONNECTION6 FLANGE BRACE REQUIREMENTS: DESCRIPTION/PART NO I RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. Roo HARD STEEL ROUND WASHER HARD STEEL WASHER HILL510E RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON COLUMN DIAM NOT A B WASHER CROSS SECTION IS NOT ACCOMPANIED BY(2). 3 8" 95321 3 8'FLAT WASHER 9640a t 2'BEVEL SQUARE WASHER 40040 CLEVIS PIN RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB LES ARE PRESENT, BOLTS ARE WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE 1/2. 95230 1/2'FLAT WASHER 95872 543334 (WITH SHOULDER) WHEN PART MARK IS ACCOMPANIED BY(2). SLIP MUSTTICAL AND BE PAINT FREE IF P BE FULLY PRE DAIINTT SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. 5 8 95233 5 8 FLAT WASHER 95945 3/4'FLAT ROUND WASHER(95946) MAY BE FURNISHED WITHOUT RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE G SURFACES IN SLATTED FAYING SURFACES MUST BE PAINT FREE. IF PAINT 3 a 95233 3 4 FLAT WASHER 95946 A SHOULDER, THEN TWO COTTER CENTER OF THE BUILDING. CONNECTIONS REMOVE WITH LIGHT GRINDING. IS FOUND ON FAYING SURFACES IN SLOTTED 1'FLAT ROUND WASHER(95948) 543335 CONNECTIONS REMOVE WITH LIGHT GRINDING. 7 a 95237 S FLAT WASHER 95947 PIN WILL BE PROVIDED. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME STANDARD HARDENED WASHERS ARE REQUIRED OVER 1' 95238 1"FLAT WASHER 95946 " SIDE OF THE FRAME WEB. ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK STANDARD HARDENED WASHERS ARE REQUIRED OVER 1 1/8 FLAT ROUND WASHER(959a9 1 1 e" 95239 1 1 RA7 WASHER 95sa9 ) 643335 +•10' &11 1/2"PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. NUMBERS AND QUANTITIES ALL SLOTS SEE ERECTION DRAWINGS FOR MARK NUMBERS AND QUANTITIES. FLEW OAa:as 2 T REV.N0.0+ ROD BRACE REv.DAa:De/23/11 qEv.xn 03 ROD BRACING RED.DATBDA/1E T REv.Nnm TYPICAL FLANGE BRACE CONNECTIONS BLv DATE,./- REV.ND..1 STRUT BRACING REV.DAlF:01/RS/11 qLv ND.a WALL STRUT BRACING BRO1 G2 WEB SLOT ASSEMBLY BR02K1 CLEVIS ASSEMBLY BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT& SIMPLE PURLIN BR15J1 GAGE STRUT ON WALL BR15JC THREE-PLATE STRUT IN WALL ERECTION DRAWING PART MARK C 2 1/2" 22 5/8" ADJUST. CODES ADJUST. CODES P GAGE GAGE o I I\ i NCHES LENGTH millimeters millimeters 1 W 1 B 3 FFFTJ I SHAPE SHAPE DEPTH DEPTH BAY NUMBER 4g• m e> COUNTER— LIP CANOPY (C)/PARTITION(P)/ DEPTH SHAPE GAGE DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER 07 = 7" Z = ZEE 11 = 0.113 07 = 7' ZS ZEE 11 = 0.113 - 08 = 8 1/2" C =CEE 12 = 0.098 10 = 10" E = LOW EAVE STRUT 13 = 0.008 08 = a 1/2- CS = CEE 12 = 0.098 BUILDING SHAPE 7' & 8 1/2"GIRT CLIP (POI) H - HIGH EAVE STRUT 10 - 10" ES - LOW EAVE STRUT 13 - O.OB8 10" & 11 1/2 GIRT CLIP (GCD-) 11 = 11 1/2" 14 = 0.079 11 - 11 1/2" HS - HIGH EAVE STRUT 14 = 0 079 "1/2- 2 5/B" MAY BE SHOP 16 = 0.068 as = FFACE TO BACK CEE THE BAY/BUNDLE CODE IDENTIFIESCK TO BACK CEE � WELDED (GD, DR GGA-) 15 = 0.073 ZEE GIRT SHOWN 17 - 0.060 FF= FACE TO FACE CEE 16 - 0.068 THE BUILDING CANOPY/PARTITION/ CEE GIRT SIMILAR 17 - 0.050 ROOF/WALL PLANE AND BAY PLY QArE:m o1 .R:v.No.oR SECONDARY PART MARK NUMBER wrE:D7 Di os REV.No.00 SPECIAL SECONDARY PART MARK KEY REv.DATE,m 3 REBN0.01 SECONDARY BUNDLE LOCATION KEY REV.wTeDT/a/oR PLV.ND.OB PURLIN AND GIRT SIZES REV.wTEmro+/m REV.ND.00 GIRT CONN. AT COLUMN EN51B1 COMMON GENERATED MARK NUMBERS EN51 B2 COMMON GENERATED MARK NUMBERS EN 51 B3 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm WSO1G2 OUTSET SIMPLE GIRTS RAKE BEAM GABLE GIRT CLIP � (GC18-) AT 7', 8 1/2"&10" GIRT (GC20-) AT 11 1/2" GIRT O O Ft rt K w3, 7 a• ,(�� BEAM 04�OF w�Sw.cSF! 1 9, N e OUTSET GIRT ZEE GIRT SHOWN 6s 92 CEE GIRT SIMILAR V-0" AT 7' &8 1/2"GIRTS ASS ONA( Y OF EVERET- V-3" AT 10" &11 1/2" GIRTS RE\ WED FOR P�F.- ._ o-;osreols REv.DATEm a REv.No,m GABLE GIRT CONN. TO RAKE BEAM wso4C2 OUTSET GIRTS PERMIT SET-For Building Dept.Approval 1.UNLESS NOTED,USE 1/2 X 1 1/2 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 WALL SECONDARY SEDES 2.FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE 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 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REV DATE BY oescalPnoN TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. CHG BuildingSystems,Inc. j eN OF WALL AND ROOF SHEETS. OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD CUSTOMER Cadman 1DATE 8-040735.01 3.REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, LOCAnON 04/08/2019 PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington VP BUILDINGS DRAWNICHECK VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT VARCO PRUDEN Cadman Everett Bldg 2 LND TEMPORARY BRACING. A B stel Co mp A NTS BUILDERS"' 28103 MPCVERSION: 2O1S.2b 24 4/6/2019 SEDSheet 10:56:53 FILENAME: Cadman 'mvwI B".Sao.a-in.N"vNAm.Na,-