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

NOTE SHIM PLATE EAVE EAP2 PLATE ROOF PITCH PART SHIM PLATE STRUT (4) 1/2•A307 THIN ONLY REUD. RANGE NUMBER ROOF PITCH FART _ WHEN CALLED .25 TO 1.99 N/A RANGE NUMBER EAVE STRUT HEAD BOLT(096636) OUT ON FRAME .25 TO 1.99 N/A _ BRACE STRAP &NUT(095032) CRp55 SECTION 2.0 TO 2.49 N A 2.0 TO 2.49 ESH1 ESBS 2.5 TO 3.49 ESH1 2.5 TO 3.49 ESH2 ( -) O O 3.5 TO 4.00 ESH2 1 3.5 TO 4.00 ESH3 O SHIM PLATE 1 EAVEISH (SEE CHART) I STRU 1 1 • 1 SHIM PLATE PLATE (SEE CHART) (EAP2) SIDEWALL PLATE OR SOLDIER (EAP1) COLUMNS ROOF BEAM ROOF BEAM ROOF BEAM SiDEWALL OR SOLDIER COLUMN (2) 1/2- X 2" A325 BOLT(097280) SHIM PROOF PITCH LA FART TE � BOLT EAVE STRUT ANDRANGE NUMBER BOLT EAVE STRUT AND EAP2PLATE 1D FRAME W/2.0TO 1.99 N A EAP1 PLATE TO FRAME W (6)1/2"X 2'2.0TO 2.49 N A (8)1/2"X 2' / �: A325 BOLT(097280) '' •1'-0'AT 7'&8 1/2'OUTSET 2.6 TO 3.49 ESH1 A325 BOLT(097280) ��• Q, ��'/ •l'—O'AT 7'&8 1/2"OUTSET 3.5 TO 4.00 ESH2 >y-9j' V-3"AT 10'&11 1/2"OUTSET 1--3-AT 10-&11 1/2-OUTSET LOW EAVE STRUT SHOWN —HIGH EAVE STRUT USES SIMILAR PARTS. LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. LOW EAVE STRUT SHOWN— HIGH EAVE STRUT SIMILAR RLv.DAiEm/mlpc REv.Nac EAVE STRUT W/ ATTACHMENT PLATE REv.wroma 6 REV.N0.0Y EAVE STRUT W/ ATTACHMENT PLATE Ixv. REV.N0.01 EAVE STRUT CONNECTION RS12PE INTERIOR FRAME RS12PF END FRAME RS12PH AT END FRAME WA 0 5 92 CI' OF EVERETT ?3sroNt REVIE FD FOR PERMIT 04/09/2019 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 WIO 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 TIN 36125 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REV DATE BY OESDRIP ION VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. BUILDER CHG Buildingstems,Inc. 10-1 8- OF WALL AND ROOF SHEETS. OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD CUMNIM Cadman oATe40735-01 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 VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT vnRw PRucFN DRAVM/CNECK TEMPORARY BRACING. Cadman Everett Bldg 2 uesmPesNxlcamPsny LLND BUIL�Rs q BI N1fS Poa 28103 vPcwuaN: 2018.2b 18 4/5/2019 SEDSheet 10:66:44 FILENAME Cadman adM-1 Bu mB—,p Norm A—"1..