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

BRACE QFRAME BRACE AT EAVE STRUT BEND PBA TABS END FRAME INT, FRAME LOCAnoN LOCATION ROOF ERECTION NOTE: SECONDARY USE (1) 11/32" X 1 1/4" USE (2) 1/2" AND USE (2)11/32" X 1 1/4" T-45 GRAY MEMBER W4iEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER T-45 GRAY SCRUBOLT 097352) CALV, HEX NUTS SCRUBOLT (097352) ANDSCRUBOLT NUT (D97267) END BAY CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR SCRUBOLT NUT (0972675 (47120j LOCATE (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) °�" "O A DROP PIN CONNECTION BEND THE CHANNEL TABS 70WARD (1) NUT ON EACH HEAD OF SCRUBOLT TO 1 PURLIN BRACE 3 0 0 0 pl ° THE PURLIN WEB AND USE ASELF-DRILLER (55307) TO ATTACH. BE ON OUTSIDE OF SIDE OF PURLIN EAVE PURLIN SEE FACE OF o USE BRACE ASSY. CHANNEL ° -- - - _° EAVE STRUT ANTITROLLOCLIPOF FOR TAB STRUT (2) PURLIN BRACE IF PRESENT. (PBA-) 0 0 CHANNELS (13FB-�OR(HI (2 1/4-14 x 1 1/4" (3) PURLIN BRACE E O (2) 1/4-14 x 1 1/4° (553C) SCREWS CHANNELS RANGE BRACE MILL TYPICALLY (2) 1/. SCREWS (55307) FIELD NOTE CONNECT TO THE WEB OF THE 553D7 THE BUILDER WILL HAVE 70 FIELD FRAME MEMBER, ( ) REAM-OUT THE 9/16"DIAM HDLE IN THE (4) PURLIN BRACE SECONDARY MEMBERS TO 13/I8"DIAM. CLIP REQ'D W/ 1 HOLES.(FOR THE 12MO8_FLANGE BRACE THICK FLANGES CHANNELS CHANNEL CHANNEL WITH A 3/4"%I 3/4"A325 BOLT WHEN FACE OF REQUIRED.) — BRACE BRACE (CPB-) EAVE STRUT (CPB-) TYPICAL Imo•{ CLUSTER ® PURLIN STANDARD NOTES; � ALTERNATE CONNEMUST BE d ® - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. FLANGE BRACE REQUIREMENTS; RULENI- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. — ® THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: RULE�2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON EAVE PURLIN BRACE SAVE EAVE STRUT (PBA-j AT 8 1/2", 10", USE (2) 1/2" GALV, HEX STRUT O - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. CROSS SECTION IS N07 ACCOMPANIED BY(2). BRACE STRAP NUTS (47120) LOCATE (1) RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB PURLIN 11 1/2" PURLINS. NUT EAACH SINE OF PURLIN ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION, WHEN PART MARK IS ACCOMPANIED BY (2). (ESBS_) (NOT RED. AT 7" PURLIN SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS, RULE//4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE TO 7" EAVE STRUT) EAVE PURLIN 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 LINE UP NTH THE DOES NOT LINE UP WITH PURLIN (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 FOR LOCATION - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER •� 10" /1 11 . PURLINS REQUIRE 3 BOLTS E EACH END OF PURLIN LAP. FOR LOW OR HIGH EAVE LOCATIONS. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY, REV.DAlE,04/1B/9 REV.NaNQ 01 TYPICAL FLANGE BRACE CONNECTIONS RF0.DATC OK 0111 REv.NO. CHANNEL BRACE ENDING AT PURLIN WEB REV BATE D7/aD/1s REV.N0.06 EAVE BRACE STRAP AND EAVE PURLIN BRACE REV DATE01/26/t2 RFV.NAa EAVE STRUT BRACE REV.DATE:07/01/0%REv.ND.oD PURLIN BRACE CLUSTER LOCATION BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR09JG SELF-DRILLER WITH BENT TABS BR09K2 LOCATED AT EAVE - CENTERLINE OF FRAME BR09K5 BR09RY END BAY CHANNEL LOCATION INT. FRAME INT. FRAME INTERIOR BAY ERECTION DRAWING PART MARK 1) PURLIN BRACE 0 O 0 C 21 1 2 5/8" CHANNEL A ADJUST. CODES DJUST. CODES P GAGE GAGE (2) PURLIN BRACE o � � o I HTH EIGHTH CHANNELS INCHESI LENGTH INCHES1 LENGTH 1 W 1 B 3 (4) PURLIN BRACE FEFTI(millimeters) millimeters CHANNELS > > > > SHAPE SHAPE N DEPTH DEPNT" BAY NUMBER 48- TYPICAL CANOPY (C)/PARTITION(P)/ 3 -L CLUSTER LIP STANDARD NOTES; ♦ -0- DEPTH SHAPE CAGE - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. 07 DEPTH SHAPE GAGE R 00 F(R)/WA LL(W) NUMBER = THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 7 Z = ZEE 11 = 0. 07 = 7„ 08 = 8 1/2" C = CEE 12 = 0.098 098 ZS = ZEE 11 = 0,113 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 10 = 10" E = LOW EAVE STRUT 13 = D D68 08 = 8 1/2" CS = CEE 12 = O.D98 BUILDING S H A P E 11 = 11 1/2" H - HIGH EAVE STRUT 14 = D D79 10 - 10" ES - LOW EAVE STRUT 13 - O.DBB ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 11 = 11 1/2" HS - HIGH EAVE STRUT 4 = 0.079 2 1/2" "5/B- 16 = 0.068 FB = FACE TO BACK CEE SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS, 15 = 0.073 BE = BACK TO BACK CEE 15 = 0,073 THE BAY/BUNDLE CODE IDENTIFIES - INSTALL PURLIN BRACES AT THE RIDGE AND WORK 70WARD THE EAVE. 17 - 0.060 FF = FACE TO FACE CEE 15 - 0.068 THE BUILDING CANOPY/PARTITION/ - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER 7 - 0,060 ROOF/WALL PLANE AND BAY PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY, REV.WTE:07/01/OB REV.N0.00 REV.DATE:OJ Oi/09 IEV.No.oo SECONDARY PART MARK NUMBER SPECIAL SECONDARY PART MARK KEY REV.DATE.01/i1 REV.NO M RD.wTE:D7/DI/aB REV.NO 00 BR09RZ PURLIN BRACE CLUSTER LOCATION REV.DAE07/0109 RE.N0.00 SECONDARY BUNDLE LOCATION KEY PURLIN AND GIRT SIZES INTERIOR BAY CHANNEL LOCATION EN51 B 1 COMMON GENERATED MARK NUMBERS EN51 B2 COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS EN53F1 B 1/2" 216mm PG1 CLIP PG1 CLIP (4) 1/2" A307 THIN SHIM PLATE HEAD BOLT(096636) ROOF PITCH PART WELDED CLIP CONNECTION & NUT(095032) ,25 RANGE .99 N N/A R ALT, CONNECTION EAVE STRUT 2.0 TO 2.49 ESH1 Rp�' ENDBAY 2.5 TO 3.49 FISH ROOF 3.5 TO 4.00 ESH3 PURLIN I RI 1 EAVE STRUT 11 WELDED CLIP CONNECTION SAME VP BOLTED CLIP CONNECTION ® SHIM PLATE ALT. CONNECTION FR ALT. CONNECTION EAVE STRUT ; (SEE CHART) BOLTED CLIP CONNECTION VARIES o ALT. CONNECTION EAVE STRUT BRACE STRAP (_ v[ CS 8 L15 CLIPS MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS, H P�. fAO REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED SHIM PLATE ROOF BEAM = CLIP PART NUMBERS AND THEIR (SEE CHART) LOCATIONS. (2) 1/2" x 2" (2) 1/2" X 2" o CLIPS MAY BE REQUIRED FOR A325 BOLT 097280 PURLIN TO FRAME CONNECTIONS, A325 BOLT (097280) ( ) 56'�92 L� e REFER TO INDIVIDUAL FRAME f O��s,�� `/ CROSS SECTIONS FOR BOLTED '�Oyq SHIM PLATE FRAME OR Q „ 9r t wE CLIP PART NUMBERS AND THEIR (( ,t 5 \'\. ROOF PITCH PART SOLDIER o+ LOCATIONS. Pq�� \� RANGE NUMBER COLUMN � t .25 TO 1.99 N/A �Sv.T-9 CE .1 0" AT Y' & 8 1 S�0NAL 2" OUTSET RAKE BEAM o- .moo 2.5 TO 249 ESHt 04/08/2019 a' 1'-3" AT 10" & 11 1�' 2 B TO 3.49 ESH2 /2" OUTSET 3.5 TO 410C ESH3 LOW EAVE STRUT SHOWN - HIGH EAVE STRUT SIMILAR _ 7" & 8 1/2" PURLINS MV 0ATE0!/17AI REV.NQO] REV OATEDM7M —NO.Oa REV,DATE.07/20/1E REV.NO.OD REV.OATOOD/28/15 REV.N0�01 EAVE STRUT CONNECTION PURLIN CONNECTION AT INTERIOR FRAME PURLIN CONNECTION TO END FRAME EAVE STRUT CONNECTION PERMIT SET-For Building RS01 Tl CONTINUOUS PURLINS RS02T1 CONTINUOUS PURLINS R512PA AT INTERIOR FRAME RS12PH AT END FRAME g 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 THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF ( ) TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings 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 3200 Players Club Circle Memphis TN 38125 ROOF SECONDARY SEDBS 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 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE WITHOUT PRI R WRITTEN APPROVAL F VP BUILDINGS. REV DATE By OESCF2PT ON BUILDER CHI Building Systems,Inc. JOB# OF WALL AND ROOF SHEETS. TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER Cadman 16-040734 3.REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. DATE ER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Everett,Washi VP BUILDINGS 4.5.2019 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS Washing DRA.5.201 NCHECK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Cadman Everett Bldg 1 jac REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NITS auLDE rs aa# 28103 vac vERsroN: 2018.2b PAOE17 4/4/2019 SEDSheet 16:47:10 FLENAME:Cadman 1 "tlINB OnWBIUBScOp�BJltll gt NDMANNNp,n