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17 E MARINE VIEW DR 2019 Plans 2025-09-29 (4)
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17 E MARINE VIEW DR 2019 Plans 2025-09-29 (4)
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Last modified
9/29/2025 2:05:41 PM
Creation date
9/29/2025 1:39:18 PM
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Address Document
Street Name
E MARINE VIEW DR
Street Number
17
Permit
B1904-034
B1904-035
Year
2019
Notes
SOIL REMEDIATION RECYCLING FACILITY BY CADMAN
Address Document Type
Plans
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CLEVIS CLEVIS BRACE ¢'FRAME BRACE ROOF ERECTION DRAWING PART MARK <br /> ROD DIA. MARK N0, PIN OIA. LDCATION LOCATION SECONDARY <br /> 3 8" 097572 MEMBER <br /> 1 2" 097573 <br /> 5/6 095277 0++ ++o <br /> 3/4 095278 1 1/4" 0 z" 01 ADJUST, CODES ADJUST, CODGE P <br /> 7 a 995280 R <br /> t o95zao 0 —— —— —0 GAGE <br /> 1 1/B 095281 HTH <br /> 1 t a 095282 COTTER PIN FLANGE oa ArciE HTH <br /> 1 3 5" 097582 IN H LENGTH INCHES LENGTH 1 W 1 B 3 <br /> 1 1/2- D97594 1 1/2' FLANGE BRACE WILL TYPICALLY (millimeters) millimeters V V <br /> FIELD NOTE CONNECT TO THE WEB OF THE FFFTI <br /> THE BUILDER WILL HAVE TO FIELD FRAME MEMBER. SHAPE HAP <br /> REAM-OUT THE 9/16"DIAM HOLE IN THE <br /> SECONDARY MEMBERS TO 13/16"DIAM1. CUP REO'D W/ DEPTH DEPTH <br /> CLEVIS HOLES.(FOR THE 12MOB_FLANGE BRACE THICK FLANGES B A Y N U M B E R <br /> WFH A 3/4"%1 3/4"A325 BOLT WHEN COUNTER <br /> REQUIRED.) L01 CANOPY (C)/PARTITION(P)/ <br /> O <br /> DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER <br /> 13 DEPTH SHAPE GAGE <br /> ALTERNATE CONNECTIONS BRACE ROD 07 = 7" Z = ZEE 11 = 0,098 <br /> FLANGE BRACE REQUIREMENTS: 07 = 7" ZS = ZEE 11 = 0.113 I /� L�' RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. 08 = 8 1/2" C CEE 12 = 0.098 BUILDING SHAPE <br /> 10 = 10" E = LOW SAVE STRUT 13 = 0.088 08 = B t/2" CS = CEE 12 = 0.098 <br /> RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON H - HIGH EAVE STRUT 10 - 10" ES - LOW EAVE STRUT 13 = 0,088 <br /> CROSS SECTION IS NOT ACCOMPANIED BY (2). 11 = 11 1/2" 14 = 0,079 11 _ it 1/2" HIS - HIGH EAVE STRUT 14 = 0.079 <br /> CLEVIS PIN RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 15 = 0.073 BB = BACK TO BACK CEE THE BAY/BUNDLE CODE IDENTIFIES <br /> (WITH SHOULDER) WHEN PART MARK IS ACCOMPANIED BY (2). 16 = 0.068 FB = FACE TO BACK CEE 15 = 0.073 <br /> MAY BE FURNISHED WITHOUT RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE 17 = 0 060 FF = FACE TO FACE CEE 16 = 0.068 THE BUILDING CANOPY/PARTITION/ <br /> A SHOULDER R TWO COTTER CENTER OF THE BUILDING, 17 - 0.060 ROOF/WALL PLANE AND BAY <br /> PIN WILL BE PROVIDED. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME <br /> SIDE OF THE FRAME WEB. <br /> 4t 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. <br /> REV DATEv08/T0/11 REv N003 ROD BRACING REV.DATG04/1B/11 REv.ND.Dt TYPICAL FLANGE BRACE CONNECTIONS REV'DATE.OV01/09 REv.NO.00 SECONDARY PART MARK NUMBER KV.CATL0]/DI/09 REV.NO OD SPECIAL SECONDARY PART MARK KEY REV.DATE,01/31/O REV. SECONDARY BUNDLE LOCATION KEY <br /> BR02K1 CLEVI5 ASSEMBLY BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN EN51B1 COMMON GENERATED MARK NUMBERS EN51B2 COMMON GENERATED MARK NUMBERS IL EN5183 ALL SECONDARY DEPTHS <br /> K WWA <br /> fSS <br /> 56392IST- <br /> -NAIL, ' <br /> 04/08/2019 <br /> PERMIT SET-For Building Dept.Approval <br /> THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP Buildings <br /> 1.UNLESS NOTED,USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT(47120) TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 32pp Players Club Circle Memphis TN 38125 WALL SECONDARY SED'S <br /> 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 <br /> 2.FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER <br /> STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE WITHOUT PRIOR WRITTEN APPROVAL F VP BUILDINGS. REV DATE By DESCRIPTION BUILDER CHG Building Systems,Inc. 1 B8-040734 <br /> OF WALL AND ROOF SHEETS. TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER`(madman DATE <br /> 3.REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Everett,Washington VP BUILDINGS 4.5.2019 <br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS DRANTMCHECK <br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PFIO ECT Cadman Everett Bldg 1 jac <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BULDERS POR 28103 VPC VERSION: ZO18.Zb PAGE <br /> 4/4/2019 SEDSheet 16:47:16 FLENiAME:Cadman I a diftJ.mBI.s9DP.BUIOM.N rthAl H.,In <br />
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