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

NOTE: Roof Secondary consolidation used can be noted in the 1 2 3 4 5 6 s 9 Secondary Part Schedule and the accompanying diagram. If consolidation needs to be done on a bay per bay basis client is responsible for additional increases in price and weight. a E7 E8 E9 E10 E9 E9 E9 E12 v r r r r r rl r r rl r rl r I P2 P7 I I I Secondary Part Schedule 17 Mark Part Thick. Depth Lap Detail E1 00108ES2511414BOI 0.0790 8 1/2" RS12PH,RSI2PA I P2 P7 E10 08E2711411DDB01 0.1130 8 1/2" RS12PA Ell 00208ES2611411BOl 0.1130 8 1/2" RS12PH,RSI2PA E12 00308ES2611411BOl 0.1130 8 1/2" RS12PH,RS12PA E7 00408ES2511414BOl 0.0790 8 1/2" RS12PH,RSI2PA I I E8 08E2511411DDB01 0.1130 8 1/2" RS12PA E9 08E2611411DDB01 0.1130 8 1/2" RS12PA P3 (TYP• ) P6(Typ.) P1 08Z2911413A5BO 0.0880 8 1/2" 3'-10 1/2" RS02T1,RSOlT1 I P1 (Typ. )— —__ P2____ P4 (TYP• PS (TYP• P4 (T YP' P6(T P8 (Typ•) I ) ) -- -- )-- --. yp•) P7 _ P2 08Z331141155BO 0.1130 8 1/2" 3'-10 1/2" RSO1T1 o P1 (Typ. ) -P2 P4 (T -- -- P3 08Z331141455B0 0.0790 8 1/2" 3'-10 1/2" RSO1T1 I YP• )-- --P5 (Typ. ) P4 (Typ. ) P6 (Typ.) P7-- — -P8 (Typ.) I P4 08Z321141544B0 0.0730 8 1/2" 2'-10 1/2" P3(TYP• ) P6 (TYP•)RSO1T1 P5 08Z351141355BO 0.0880 8 1/2" 3'-10 1/2" RS01T1 P6 08Z321141444BO 0.0790 8 1/2" 2'-10 1/2" RSO1T1 I P7 08Z321141144BO 0.1130 8 1/2" 2'-10 1/2" RSO1T1 P8 08Z3011413A5B0 0.0880 8 1/2" 3'-10 1/2" RS02T1,RSO1T1 P2 P7 I I I O Secondary Bracing Schedule I I I I Id Qty Mark No Spacing P2 P7 — 1 78 PBA0502 4'-9 15/16" See S E D: a rl rl r rl rl 1 rl ti r IS G. r N I BR09K5, BR09JG, BR09RY, BR09RZ, BR09K2 E1 E8 E9 E10 E9 E9 E9 Ell O I I I O 251-0"- 1 261-0" 271-0" 281-0" 271-0" 271-0" 271-011 26'-0" 1 215'-0" I I BL BL W ES ROOF SECONDARY PLAN O��pF WAS `sE`� OPart Mark Key 1 RCHB15 56 92 T NAIL 1 04/08/2019 Dimension Key Shape Name=Cadman 1 PERMIT SET-For Building Dept.Approval THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF 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 DESCRIBEDBI 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 Cirde Memphis TN 38126 ROOF SECONDARY PLAN 2.FLANGE BRACES ARE AN INTEGRAL PARTOF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER S STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE WITHOUT PRIOR N APPROVAL F VP BUILDINGS. REV DATE BY DE CRPTION BULDER 18- CHG Building Systems,Inc. 18-040734 OF WALL AND ROOF SHEETS. TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMERCadman DATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS Everett,Washington VP BUILDINGS 3.REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. LocnnoN 4.5.2019 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS DRAWWCHECK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PRaecT Cadman Everett Bldg 1 tE jaC REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NITS JBULOERS Pap 28103 VPC VERBION: 2018.2b PAGE 16 4/4/2019 16:47:10 FILENAME:Cadman 1-APD a tllNalan of BlwSwpe Buildings North Amanoa,ho.