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

BRACE QcRA"E BRACE RAP ERECTION NOTE: AT EAVE STRUT BEND PBA TABS END FRAME INT. FRAME I 'I. I LOCATNDN USE (2) 1/2" AND USE(2)11/32" X 1 1/4" T-45 GRAY sEM aRY USE (1) A/32" X 1 T(0 END BAY WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER T-45 GRAY SCRUBOLT 097352 GALV. HEX NUTS SCRUBOLT (097352) ANDSCRUBOLT NUT(097267) (47120) LOCATE HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR SCRUBOLT NUT(097267 (11 NUT ON EACH ( ) 1 PURUN BRACE 0^ BER `"� A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD HEAD OF SCRUBOLT TO I E OF PURLIN SEE FACE OF o ] o O 0 01 THE PURUN WEB AND USE A SELF—DRILLER (55307) TO ATTACH. BE ON OUTSIDE OF USE TOP HOLE OF EAVE PURUN EAVE STRUT VIEW CHANNEL Y BRACE ASSY. 0 __ __ _0 EAVE STRUT ANTI-ROLL CLIP FOR TAB ATTACHMENT IF PRESENT. \ (PBA-) (2) PURUN BRACE ] ] O O B cE _ CHANNELS �- / (2) 1/4-14 x 1 1/4" 2 UCT. SCREWS?/4 (3) PURLIN BRACE RANCE BRACE WLL T ICAI V STRUCT. SCREWS (55307) CHANNELS ] ] ] O M NOTE CONNECT TO THE YES OF TIE (55307) THE WILDER WILL HAVE TO RFLI MAW MEMBER. 4 PURUN BRACE REAN-OUT THE 9/16"DIAM.HDLE IN THE ] ] ] ] SECONDARY MEMBERS TO 13/IB'DIAM. CUP REQ'D W/ CHANNELS HOLES.(PIXt TIE 1WOB_RANGE BRACE TNICK v GE.s HANNEL HANNEL FACE OF WIN A 3/4'x 1 3/V A325 DOLT MTE]! BRACE BRACE EAVE STRUT '¢' REMUNm.) — (CPB—) (CPB—) °0 3" TYPICAL p PURUN CLUSTER _ p STANDARD NOTES: '4' ALMNATE OONNECTIOI s p - PURLINS RAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. FLANGE BRACE REQUIREMENTS: p THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: RULE+I- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. — EAVE PURUN BRACE EAVE USE (2) 1/2" GALV. HEX 0 — DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON EAVE STRUT (PBA—) AT 8 1/2", 10°, NUTS(47120)) LOCATE (1) STRUT CROSS SECTION IS NOT ACCOMPANIED BY(2). URLIN BRACE STRAP 11 1/2" PURUNS. NUT EACH SIbE OF PURLIN — INSTALL PURUN BRACES AT THIS CLUSTER LOCATION, RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB (ESBS-) NOT REQ. AT 7" PURUN ] WHEN PART MARK IS ACCOMPANIED BY(2). ( EAVE PURUN SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. RULEr/4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE TO 7" EAVE STRUT) CENTER OF THE BUILDING. USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE BRACE ASSY. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DOES UNE UP WITH THE DOES NOT LINE UP WITH PURUN (PBA-)(TYP.) - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. SIDE OF THE FRAME WEB. SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. AVE STRUT NOTE: SEE ERECTION DRAWINGS _ CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER •i 10' &11 1/2°PURLINS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. FOR LOW OR HIGH EAVE LOCATIONS. FOR LOCATION PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. Re O"'E"" ' "Ev.Nnm TYPICAL FLANGE BRACE CONNECTIONS Rfl°A`04 ' �'M60 CHANNEL BRACE ENDING AT PURLIN WEB "EV.MEDT/D0/" "E"'"n01 EAVE BRACE STRAP AND EAVE PURLIN BRACE 0A-,/./" �'N601 EAVE STRUT BRACE "`"n`0101 N00° PURLIN BRACE CLUSTER LOCATION BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT&SIMPLE PURLIN BR09JG SELF-DRILLER WITH BENT TABS BRO9K2 LOCATED AT EAVE - CENTERLINE OF FRAME BR09K5 BR09RY END BAY CHANNEL LOCATION INT. FRAME INT. FRAME INTERIOR BAY ERECTION DRAWING PART MARK TTTTT(1 PURUN BRACE O ] O O C 2� 21 1 CHANNEL ADJUST. CODES ADJUST. CODES P GAGE GAGE R (2) PURLIN BRACE EIGHTLL� TT 1 W 1 B 3 CHANNELS O ] ] O INCHE m IEmeters T FFETJ millimeters (4) PURUN BRACE ] ] ] SHAPE SHAPE CHANN ELSDEPTH BAY NUMBER 48' LIP 4 C1us R CANOPY (C)/PARTITION(P)/ STANDARD NOTES: DEPTH SHAPE GAGE DEPTH SHAPE GAGE ROOF(R)/WALL(W) NUMBER - PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. 07 = 7" Z= ZEE 11 = 0.113 13= 7' ZS = ZEE 11 =0.1 THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 08 =8 1/2" C =CEE 12= 0.098 07 07 = B 1/2' CS = GEE 12=0.ES— LOW EAVE STRUT 13 BUILDING SHAPE 0 - 00 NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. 10 = 10" E = LOW EAVE STRUT 13= 0.088 H - HIGH EAVE STRUT 098 10- 10° 13 -0.088 ] — INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. 11 = 11 1/2' 14 = 0.079 11 = 11 1/2" HS — HIGH EAVE STRUT 14 =0.079 "1/2- 2 5/H" SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 15= 0.6= 0.065 0 FB= FACE TO BACK CEE BB = BACK TO BACK CEE 15 =0.073 THE BAY/BUNDLE CODE IDENTIFIES , THE BUILDING CANOPY/PARTITION/ _ 17- 0.060 FF= FACE TO FACE CEE 16 - . 6E - CHANNELPBRACE AT THE EITHER SET OF SLOTS IN CLUSTER 0 INSTALL 17 - USTER .060 ROOF/WALL PLANE AND BAY PROVIDED THEY ARE AUGNED FROM EAVE TO EAVE IN A GIVEN BAY. '6°�010 �'ND00 PURLIN BRACE CLUSTER LOCATION ' 0 �'N0'00 SECONDARY PART MARK NUMBER �' ° 'NP00 SPECIAL SECONDARY PART MARK KEY DA1E0 ' SECONDARY BUNDLE LOCATION KEY °E0'ro'/0°�'N0'00 PURLIN AND GIRT SIZES BR09RZ INTERIOR BAY CHANNEL LOCATION EN51B1 COMMON GENERATED MARK NUMBERS EN51 B2 COMMON GENERATED MARK NUMBERS EN51B3 ALL SECONDARY DEPTHS EN53F1 8 1/2° 216mm PG1 CUP PG1 CUP (4)1/2"A307 THIN 1/4-14 x 1 I/4°EACHSTRUC HEAD BOLT(096636) WELDED CLIP CONNECTION FSNR (55307)AT EACH ENO k NUT(095032) ALT.CONNECTION OF GA-- REMOVE DURING ROOF PANEL INSTALLATION EAVE STRUT 6 TS ENDBAY ROOF PURLIN WELDED CUP CONNECTION E Y' BOLTED CLIP CONNECTION CAGE ANGLE \ ZEE PURUN \ ZEE PURLIN 0 u ALT.CONNECTION FRAM ALT. CONNECTION (GA--) GAGE ANGLE EAVE STRUT 0 BOLTED CUP CONNECTION ALT. CONNECTION EAVE STRUT BRACE STRAP (ESBS_) 8 L CUPS MAY BE REQUIRED FOR PURUN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED SHIM PLATE CUP PART NUMBERS AND THEIR (SEE CHART) LOCATIONS. -E -E (2) 1/2" X 2" `GK Wf5 CUPS MAY FRAME REQUIRED FOR A325 BOLT (097280) O�QL�pF WA SNre PURUN TO FRAME CONNECTIONS. ° REFER TO INDIVIDUAL FRAME ° CROSS SECTIONS FOR BOLTED �O{y SHIM PLATE FRAME OR °- i \\ CUP LOCATIONS.RTNUMBERS AND THEIR 4G( P��,`y a\1�.y FRAME MEMBER FRAME MEMBER ROOF ROAN E� NUTAABER SOLDIER COLUMN \ .25 TO 1.99 N/A 56 92 \ RAKE BEAM 2.0 TO Z49 ESH, REVIE. D FOR PERMIT 10INAL 2.5 TO M49 ESH2 INSET GIRTS OUTSET GIRTS 7' &8,/2"PURLINS 3.6 TO 4.00 ESH3 04/09/2019 PURLIN CONNECTION AT INTERIOR FRAME °°^'^' °° PURLIN CONNECTION TO END FRAME REv vemrol/5R RLV.Nn°D LOW EAVE CONDITION � � a REV.ND.m EAVE STRUT CONNECTION RS01 Tl CONTINUOUS PURLINS RS02T1 CONTINUOUS PURLINS RS11SB OVER 4:12 ROOF PITCH RS12PA AT INTERIOR FRAME PERMIT SET-For Building Dept.Approval 1.UNLESS NOTED,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 ROOF SECONDARY SED"S 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 ENGINEERS 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 OEBCRIPnox TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. BUII_DER CHG Building Systems,Inc. No OF WALL AND ROOF SHEETS. �y. Qy 18-040735-01 OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD Cadman 3.REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. MTE 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 ORAWN/CHECK VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT VARCO PRUCEN Cadman Everett Bldg 2 LND TEMPORARY BRACING. ABIuaScope Steal Compsly E YTS euILDERs Ro" 28103 vRc VtnsxN: 2018.2b 17 4/5/2019 SEDSheet 10:56:42 FlLEWAM6 Cadman aaro�s�oor eivtsmce H°�itina"rvom Am"noa lm