The URL can be used to link to this page

Home My WebLink AboutCEDAR POINT TRUCK HEADQAURTERS WORKING SET 2-17-23 - 22-00588 - Cedar Point Trucking - New Commercial BldgAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Cedar Point Trucking - New Commercial Bldg Address : 3202 W 5000 S Application Type : Document Filename : MADISON COUNTY PERMIT APPLICATION - 12-19-22.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G1.0 Free Text Cody Jones : Building Open 1 Type of Construction Stamped steel building plans: Wind load, Snow load(roof,ground) Seismic D Wind Risk Category Envelope COMM Check Landings at doors and cross slope of sidewalks not to exceed 2% cross slope. Panic hardware to be installed as per section 1010. Special Inspector to be identified. Exit lighting and Exit signs to compoly with 1008 and 1013.. G1.1 Free Text Cody Jones : Building Open 3 Penetrations shall comply with Section 714. Openings to be rated as per Section 716. Concealed spaces need to be fireblocked/draftstopped as per section 718. G1.1 Free Text Cody Jones : Building Open 3 Drinking fountains G1.1 Free Text Cody Jones : Building Open 3 156 # 22-00588 Madison County - Commercial Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 12.27.2022 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) 123 4567 A B C D E 156' - 0" 10 0 ' - 0 " 26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0" 0' - 6 " 24 ' - 6 " 25 ' - 0 " 25 ' - 0 " 24 ' - 6 " 0' - 6 " 32 ' - 9 " 3' - 6" 3' - 0" 1' - 0"16' - 0"6' - 0"16' - 0"13' - 0"16' - 0"6' - 0"16' - 0"7' - 10"3' - 0"52' - 8" 2' - 4"3' - 0"2' - 2"16' - 0"6' - 0"16' - 0"13' - 0"16' - 0"6' - 0"16' - 0"2' - 0"3' - 0"54' - 6" 2' - 0" 30' - 0" 29 ' - 0 " 29' - 0" 29 ' - 0 " 49 ' - 4 " www.titansteelidaho.com Scale Date Drawn By Checked By Project Number TITAN STEEL LLC P.O. BOX 326 Rigby, ID 83442 (208) 709-7553 Layne Walker (208) 351-8677 Steve Wilcox (208) 709-7553 Kent Smith (208) 512-4159 COPYRIGHT 2020 by TITAN STEEL All rights reserved. Reproduction or translation of any part of this work without written permission is unawfull. Violaters will be prosecuted. 1" 6'-0" 9/ 1 / 2 0 2 2 4 : 5 8 : 0 7 P M A01 FLOOR PLAN CEDARPOINT TRUCKING RKS AR 05/17/2022 Project Number No.Description Date 1" 6'-0"1FLOOR PLAN 12' X 14' SHOP OFFICE 20' X 50' PARTS AREA 50' X 50' LOUNGE AREA 30' X 50' TIRE STORAGE 1/2 LOAD MAIN FRAMET.O. WALL ELEV 102' - 0" T.O. WALL ELEV 102' - 0" T.O. PIER ELEV 100' - 0" T.O. PIER ELEV 100' - 0" T.O. PIER ELEV 100' - 0" 1/2 LOAD MAIN FRAME T.O. WALL ELEV 102' - 0" ENDWALL COL @ ELEV 102' - 0" (TYP U.N.O.) FULL HGT LINER PANEL AT SHOP AREA - MATCH EXTERIOR COLORS BASE OF COLUMN @ ELEV 100' - 0" BASE OF COLUMN @ ELEV 100' - 0" OVERHEAD DOOR 16' X 14' OVERHEAD DOOR 16' X 14' OVERHEAD DOOR 16' X 14' (WASH BAY) OVERHEAD DOOR 16' X 14' (WASH BAY) OVERHEAD DOOR 16' X 14' (CAR WASH) OVERHEAD DOOR 16' X 14' (CAR WASH) OVERHEAD DOOR 16' X 14' OVERHEAD DOOR 16' X 14' "PBR" LINER PANEL FROM T.O. STEMWALL TO EAVE @ SHOP AREA - LINER COLORS TO MATCH EXTERIOR 52' X 100' SHOP AREA FULL CEILING LINER @ WASH BAY AND EQUIP ROOM 52' X 100' WASH BAY 10 ' X 1 0 ' OP E N I N G S FO R S T R I P C U R T A I N T.O. STEMWALL ELEV 102' - 0" T.O. WALL PIER ELEV 102' - 0" T.O. WALL PIER ELEV 102' - 0" T.O. WALL PIER ELEV 102' - 0" 3/4" T&G PLYWOOD FROM T.O. STEMWALL TO 10' - 0" AFF METAL PANEL ABOVE PLYWOOD ENDWALL COL & T.O. WALL ELEV 102' - 0" (TYPICAL U.N.O) 50LF CONCRETE FLOOR DRAINS (TYP) ENDWALL COL & T.O. WALL ELEV 102' - 0" (TYPICAL U.N.O) ENDWALL COL & T.O. WALL ELEV 102' - 0" (TYPICAL U.N.O) T.O. PIER ELEV 100' - 0" T.O.PIER ELEV 100' - 0" T.O. PIER ELEV 100' - 0" FULL HGT WALL LINER "X" BRACE FULL HGT LINER PANEL OVERHEAD DOOR 8" X 10' 15' X 50' EQUIPMENT ROOM T.O.W. ELEV 102' - 0" FULL HGT WALL & CEILING LINER BASE OF COLUMN @ ELEV 100' - 0" FULL HGT LINER VI 05/26/2022 VII 05/27/2022 VIII 06/07/2022 10' X 7' 2" OPENING CENTER BETWEEN COLUMNS IX 06/20/2022 NOTES: - CONNECT 4 WET BAY DRAINS TO GREASE INTERCEPTOR THEN TO STORM RETENTION SWALE ALONG THE ROAD. - BOTH BAYS CLOSER TO THE OFFICES WILL BE "WET" MAINTENANCE. ALL DRAINS WILL CONNECT TO SAND OIL INTERCEPTOR AND THEN FLOW INTO STORM AWALE AT ROAD. SLOPE FLOOR TO OVERHEAD DOOR 27 ' - 4 " 126 127 128129 130 11' - 7 5/8"23' - 0" 34' - 7 5/8"10' - 0" 8' - 8 " 7' - 4 " 35' - 0" 12' - 0"22' - 0" 6' - 0"16' - 0"6' - 0"6' - 0" 131132133 1 2 3 ABCDE 104' - 0" 4' - 0" 4' - 0 " 15 ' - 4 " 3' - 8 " 29' - 0" 11' - 7 5/8"11' - 0" 12' - 0" 10' - 0" 147 10' - 0" 6' - 0" 8' - 0 " 148 149 150 151 152 153 155 156 157 11 ' - 8 " 4' - 0" 4' - 0 " 158 159 160 3' - 0 " 16' - 0" 100' - 0" 30 ' - 0 " 29 ' - 0 " 29' - 0" 56 ' - 8 " 5' - 3 3 / 4 " 2' - 6 1 3 / 1 6 " 172 6' - 0"6' - 0 " 6' - 0"5' - 0" 5' - 0" www.titansteelidaho.com Scale Date Drawn By Checked By Project Number TITAN STEEL LLC P.O. BOX 326 Rigby, ID 83442 (208) 709-7553 Layne Walker (208) 351-8677 Steve Wilcox (208) 709-7553 Kent Smith (208) 512-4159 COPYRIGHT 2020 by TITAN STEEL All rights reserved. Reproduction or translation of any part of this work without written permission is unawfull. Violaters will be prosecuted. 1" 3'-6" 9/ 1 / 2 0 2 2 4 : 5 8 : 1 5 P M A02 FIRST FLOOR CEDARPOINT TRUCKING Checker Author 05/17/2022 Project Number No.Description Date 1" 3'-6"1FIRST FLOOR LOUNGE AREARE C E P T I O N MAIN STAIRS TO SECOND FLOOR OFFICEOFFICE LAUNDRY AREA WO M E N R E S T R O O M AN D S H O W E R A R E A MEN RESTROOM AND SHOWER AREA DRIVER'S LOUNGE KI T C H E N W/D PARTS STORAGE SHOP/ OFFICE TIRES/ WHEELS/ BREAKS STORAGE TV WALL OPENING / OVERHEAD DOOR SH O P S T A I R S TO S E C O N D F L O O R 05/26/2022VI VII 05/27/2022AP P A R E L STORAGESH E L V E S VENDING VIC K Y & B R O O K E 1 2 3 ABCDE 100' - 0" 162 29' - 8" 5' - 9"5' - 9"5' - 9 3/8" 163164 165166167168 19 ' - 0 7 / 8 " 50' - 0" 49' - 8" 1' - 9 " 1' - 9 " www.titansteelidaho.com Scale Date Drawn By Checked By Project Number TITAN STEEL LLC P.O. BOX 326 Rigby, ID 83442 (208) 709-7553 Layne Walker (208) 351-8677 Steve Wilcox (208) 709-7553 Kent Smith (208) 512-4159 COPYRIGHT 2020 by TITAN STEEL All rights reserved. Reproduction or translation of any part of this work without written permission is unawfull. Violaters will be prosecuted. 1" 3'-6" 9/ 1 / 2 0 2 2 4 : 5 8 : 2 4 P M A03 SECOND FLOOR CEDARPOINT TRUCKING Checker AR 05/17/2022 Project Number No.Description Date 1" 3'-6"1SECOND FLOOR MANAGEMENT OFFICE DISPATCH RESTROOMSBLACK ROCK OFFICE MECH ROOM/ CLEANING KI T C H E N MAIN STAIRS TO FIRST FLOOR ST A I R S T O SH O P SE R V E R 05/26/2022VI VII 05/27/2022 SODA FTN FIRST FLOOR2' - 0" EAVE HGT26' - 0" FLOOR PLAN0' - 0" SECOND FLOOR 13' - 0 5/8" TOW 12' - 0" EAVE LOW SIDE 18' - 10 1/2" Level 519' - 6" 1234567 FIRST FLOOR2' - 0" EAVE HGT26' - 0" FLOOR PLAN0' - 0" SECOND FLOOR13' - 0 5/8"TOW12' - 0" EAVE LOW SIDE18' - 10 1/2" Level 519' - 6" 1234 5 6 7 www.titansteelidaho.com Scale Date Drawn By Checked By Project Number TITAN STEEL LLC P.O. BOX 326 Rigby, ID 83442 (208) 709-7553 Layne Walker (208) 351-8677 Steve Wilcox (208) 709-7553 Kent Smith (208) 512-4159 COPYRIGHT 2020 by TITAN STEEL All rights reserved. Reproduction or translation of any part of this work without written permission is unawfull. Violaters will be prosecuted. 1" 6'-0" 9/ 1 / 2 0 2 2 4 : 5 9 : 4 9 P M A04 ELEVATIONS CEDARPOINT TRUCKING Checker AR 05/17/2022 Project Number 1" 6'-0"1South 1" 6'-0"2North No.Description Date 05/26/2022VI VII 05/27/2022 VIII 06/07/2022 IX 06/20/2022 FIRST FLOOR 2' - 0" EAVE HGT 26' - 0" FLOOR PLAN 0' - 0" SECOND FLOOR 13' - 0 5/8" TOW 12' - 0" EAVE LOW SIDE18' - 10 1/2" Level 5 19' - 6" ABCDE 3' - 0"3' - 0"2' - 5"2' - 5"2' - 5 1/2" FIRST FLOOR2' - 0" EAVE HGT26' - 0" FLOOR PLAN0' - 0" SECOND FLOOR13' - 0 5/8" TOW 12' - 0" EAVE LOW SIDE18' - 10 1/2" Level 5 19' - 6" ABC D E www.titansteelidaho.com Scale Date Drawn By Checked By Project Number TITAN STEEL LLC P.O. BOX 326 Rigby, ID 83442 (208) 709-7553 Layne Walker (208) 351-8677 Steve Wilcox (208) 709-7553 Kent Smith (208) 512-4159 COPYRIGHT 2020 by TITAN STEEL All rights reserved. Reproduction or translation of any part of this work without written permission is unawfull. Violaters will be prosecuted. 1/4" 1'-0" 9/ 1 / 2 0 2 2 5 : 0 1 : 3 6 P M A05 ELEVATIONS CEDARPOINT TRUCKING Checker Author 05/17/2022 Project Number 1/4" 1'-0"1East 1/4" 1'-0"2West No.Description Date 05/26/2022VI VII 05/27/2022 VIII 06/07/2022 IX 06/20/2022 www.titansteelidaho.com Scale Date Drawn By Checked By Project Number TITAN STEEL LLC P.O. BOX 326 Rigby, ID 83442 (208) 709-7553 Layne Walker (208) 351-8677 Steve Wilcox (208) 709-7553 Kent Smith (208) 512-4159 COPYRIGHT 2020 by TITAN STEEL All rights reserved. Reproduction or translation of any part of this work without written permission is unawfull. Violaters will be prosecuted. 9/ 1 / 2 0 2 2 5 : 0 2 : 4 3 P M A06 ISOMETRIC CEDARPOINT TRUCKING Checker AR 05/17/2022 Project Number No.Description Date 13D View 1 05/26/2022VI VII 05/27/2022 VIII 06/07/2022 IX 06/20/2022 www.titansteelidaho.com Scale Date Drawn By Checked By Project Number TITAN STEEL LLC P.O. BOX 326 Rigby, ID 83442 (208) 709-7553 Layne Walker (208) 351-8677 Steve Wilcox (208) 709-7553 Kent Smith (208) 512-4159 COPYRIGHT 2020 by TITAN STEEL All rights reserved. Reproduction or translation of any part of this work without written permission is unawfull. Violaters will be prosecuted. 9/ 1 / 2 0 2 2 5 : 0 3 : 3 6 P M A07 ISOMETRIC CEDARPOINT TRUCKING Checker Author 05/17/2022 Project Number No.Description Date 13D View 2 05/26/2022VI VII 05/27/2022 VIII 06/07/2022 IX 06/20/2022 www.titansteelidaho.com Scale Date Drawn By Checked By Project Number TITAN STEEL LLC P.O. BOX 326 Rigby, ID 83442 (208) 709-7553 Layne Walker (208) 351-8677 Steve Wilcox (208) 709-7553 Kent Smith (208) 512-4159 COPYRIGHT 2020 by TITAN STEEL All rights reserved. Reproduction or translation of any part of this work without written permission is unawfull. Violaters will be prosecuted. 9/ 1 / 2 0 2 2 5 : 0 4 : 2 4 P M A08 ISOMETRIC CEDARPOINT TRUCKING Checker Author 05/17/2022 Project Number No.Description Date 13D View 6 AREA MAP PROJECT SITE GENERAL NOTES 1. DIFFERED SUBMITTALS a. BEAM/HEADER SIZES, BY SUPPLIER b. FLOOR JOISTS, BY SUPPLIER c. POSTS, BY SUPPLIER d. ELECTRICAL, SUPPLIER e. MECHANICAL, BY SUPPLIER f. SITE, BY OTHERS g. FOUNDATION, BY OTHERS h. METAL BUILDING, BY OTHERS 2. CONTRACTOR SHALL COORDINATE JRW DRAWINGS W/ EQUIPMENT MANUFACTURES, AND METAL BUILDING DRAWINGS 3. ALL CONSTRUCTION TO BE TO CURRENT ADAPTED CODES AND REGULATION OF LOCAL JURISDICTION 4. PROVIDE FIRE BLOCKING IN STUD WALLS PER IBC 718.2 5. PRIOR TO EXCAVATION, CONTRACTOR TO VERIFY AND LOCATE ALL UNDERGROUND UTILITIES 6. ALL CONSTRUCTION SHALL COMPLY WITH CURRENT ANSI, ADA-AG, AND IBC REQUIREMENTS, INCLUDING BUT NOT LIMITED TO SIGNAGE, DOOR HARDWARE, AND CLEARANCES 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DIFFERED SUBMITTALS AND ALL SUBCONTRACTORS 8. BUILDING MANUFACTURE SHALL PROVIDE ALL TRIM, CLOSURE PIECES CORNERS, ETC. FOR A WEATHER AND INSECT TIGHT ENVELOPE DRAWING INDEX STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : OF 10/10/2022 4:57:59 PM S:\Drawings\924-Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt G1.0 CO V E R S H E E T #924 CE D A R P O I N T T R U C K I N G 9/27/2022 GTO BAM 9/27/22 RE X B U R G , ID A H O REXBURG,IDAHO CEDARPOINT TRUCKING G1.0 COVER SHEET G1.1 CODE REVIEW PLAN G1.2 GENERAL ACCESSIBILITY REQUIREMENTS A1.0 OVERALL FLOOR PLAN A1.1 1ST FLOOR PLAN A1.2 2ND FLOOR PLAN A2.1 EXTERIOR ELEVATIONS A3.1 DETAILS / DOOR SCHEDULE GENERAL ARCHITECTURAL Type of Construction Stamped steel building plans: Wind load, Snow load(roof,ground) Seismic D Wind Risk Category Envelope COMM Check Landings at doors and cross slope of sidewalks not to exceed 2% cross slope. Panic hardware to be installed as per section 1010. Special Inspector to be identified. Exit lighting and Exit signs to compoly with 1008 and 1013.. W/ D W/ D UP UP UP REF. DN DN DN RE F . UP RE F . 1 2 A A B B C C D D E E 3 44 55 66 77 DRIVER'S LOUNGE OFFICE OFFICE ? RECEPTION STORAGE LAUNDRY ADA RESTROOM DRIVER'S BATHROOM DRIVER'S BATHROOM RESTROOM FIRE AREA #1 11,214 S.F. MAIN & UPPER FIRE AREA #2 2600 S.F. TRAVEL DISTANCE 94' -6" 3-HR RATED WALL 3-HR RATED WALL OCCUPANCY 'S-1' OCCUPANCY 'B' OPENINGS SHALL BE LIMITED TO 25% THE AGGREGATE WIDTH. MAXIMUM SINGLE OPEN SHALL NOT EXCEED 1,565 S.F. DOORS SHALL HAVE 3- HR RATING RECEPTION PARTS TOILET 9 DEGREE SLANTED WALL FIRE AREA #3 2600 S.F. OCCUPANCY 'S-2' OPEN OFFICE OPEN OFFICE OPEN OFFICE SHOP BREAK ROOM MECH SHOP OFFICE PARTS COUNTER TRAVEL DISTANCE 124'-0" EXITEXIT EXIT EXIT EXIT EXIT EXIT EXIT OCCUPANCY 'B' FIRE AREA #1 11,214 S.F. MAIN & UPPER OPENINGS SHALL BE LIMITED TO 25% THE AGGREGATE WIDTH. MAXIMUM SINGLE OPEN SHALL NOT EXCEED 1,565 S.F. DOORS SHALL HAVE 3- HR RATING TRAVEL DISTANCE 97' -0" TRAVEL DISTANCE 97' -0" TRAVEL DISTANCE 135' -6" 5,607/150sf = 38 occ. 5,607/150sf = 38 occ 32 OCCUPANTS 13 OCCUPANTS 18 OCCUPANTS 20 OCCUPANTS TRAVEL DISTANCE 53' -6" 5 OCCUPANTS 1 2 A A B B C C D D E E 3 MANAGEMENT OFFICE / CONFERENCE MECHANICAL/ SERVER RESTROOMRESTROOMMECH RESTROOM OFFICE BREAKROOM TRAVEL DISTANCE 94' -6" < 200' OCCUPANT LOAD 18 < 49 ONLY 1 EXIT REQ'D OPEN TO BELOW 3-HR RATED WALL OFFICE OFFICE BREAKROOM OFFICEOFFICE TOILET 9 DEGREE SLANTED WALL OPEN OFFICE OPEN OFFICE RESTROOM TRAVEL DISTANCE 124'-0" < 200' OCCUPANT LOAD 18 < 49 ONLY 1 EXIT REQ'D EXIT EXIT EXIT EXIT 19 OCCUPANTS 19 OCCUPANTS (3) LAYERS 5/8" TYPE SCX 3-5/8" STEEL STUDS EQ25 @24" O.C. 3-1/2" FIBERGLASS INSUL. (3) LAYERS 5/8" TYPE SCX UL U419 3-HOUR PLUMBING FIXTURE COUNT: BUSINESS: 75 TOTAL OCCUPANTS FEMALE: 38 1 W.C. PER 25 = 2 < 3 PROVIDED: PASS MALE: 38 1 W.C. PER 25 = 2 < 3 PROVIDED: PASS FACTORY: 59 TOTAL OCCUPANTS FEMALE: 30 1 W.C. PER 100 = 1 ≤1 PROVIDED: PASS MALE: 30 1 W.C. PER 100 = 1 ≤1 PROVIDED: PASS STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 12/19/2022 1:48:51 PM S:\Drawings\924 - Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt G1.1 CO D E R E V I E W P L A N #924 CE D A R P O I N T T R U C K I N G 9/27/2022 GTO BAM 9/27/22 RE X B U R G , ID A H O 0 SCALE:1" = 10'-0" 1ST FLOOR CODE REVIEW SCALE:1" = 10'-0" 2ND FLOOR CODE REVIEW MAIN LEVEL OCCUPANCY FIRE AREA #1 5,607 S.F. / 150 GROSS* = 38 OCC. FIRE AREA #2 2,600 S.F. / 100 GROSS* = 26 OCC. FIRE AREA #3 3,300 S.F. / 100 GROSS* = 33 OCC. UPPER LEVEL OCCUPANCY FIRE AREA #1 5,607 S.F. / 150 GROSS* = 38 OCC. TOTAL OCCUPANTS = 135 OCC. *TABLE 1004.5 15 6 Penetrations shall comply with Section 7 14 . Openings to be rated as per Section 7 16 . Concealed spaces need to be fireblocked/draftstopped as per section 7 18. Drinking fountains CL LC C L LC LC LC C L LC #304 ROOM WASTE TOWELS TOWELS WASTE VEND. WASTE 48 " A F F M A X 48 " A F F M A X 48 " A F F M A X TO O P E R A B L E CO N T R O L S T Y P TO D I S I P N S I N G OU T L E T T Y P TO D I S I P N S I N G OU T L E T T Y P 48 " A F F M A X TO D I S I P N S I N G OU T L E T T Y P 48 " A F F M A X TO O P E N I N G 19 " A F F M I N 27 " A F F M A X 19 A F F M I N 27 " A F F M A X TOWEL DISPENSER & WASTE RECEPTACLE TOWEL DISPENSER HAND DRYER SANITARY PRODUCTS VENDOR WASTE RECEPTACLE TISSUE DISPENSER NAPKIN DISPOSAL NOTE: PROVIDE A MIN CLEAR FLOOR SPACE OF 30"x48" AT APPROACH ALONG AN ACCESSIBLE ROUTE. 3 3 " M I N 3 6 " M A X 12" MAX 3'-8" MIN 36" MAX 39" - 41" 3 9 " - 4 1 " 1 8 " M A X 1 7 " - 1 9 " 1 1/4" TO 1 1/2" O.D. GRAB BAR (TYP) 18" MIN 36" MIN 6" MAX TOILET TOILET 1 1/2" MIN CLEAR TO WALL OR DISPENSERS T O D I S P . O U T L E T 4 8 " M A X T O M I R R O R 3 8 " M A X 9 " M I N MIN CLR WIDTH 2' - 6" 2 9 " M I N 3 4 " M A X BO T T O M O F AP R O N TO P O F R I M INSULATE ALL EXPOSED PIPES NOTE: FLUSH VALVE HANDLE ON WIDE SIDE OF TOILET, 44" AFF MAX. NOTE: GRAB BARS MUST NOT ROTATE WITHIN THEIR FITTINGS. STANDARD ACCESSIBILITY: 1. ALL DOORS IN THE PUBLIC AND COMMON USE AREAS SHALL COMPLY WITH ANSI A117.1, INCLUDING NECESSARY MANEUVERING CLEARANCES AND ACCESSIBLE DOOR HARDWARE. THIS INCLUDES THE EXTERIOR SIDE OF THE MAIN ENTRY DOORS TO DWELLING UNITS. 2. ALL DOORS SHALL HAVE 32" MIN CLEAR WIDTH WHEN DOOR IS OPEN 90 DEGREES. 3. ALL PLUMBING FIXTURES AND APPLIANCES IN DWELLING UNITS SHALL HAVE MIN 30" x 48" CLEAR FLOOR SPACE AS REQUIRED BY FHA. 4. ALL PLUMBING FIXTURES, APPLIANCES, AND TELEPHONES IN PUBLIC AND COMMON USE AREAS 6" MAX TOE 17" MIN 2 7 " M I N 2 9 " M I N BO T T O M O F AP R O N 3 4 " M A X AF F T O T O P O F RI M 8" MIN KNEE CLEARANCE CLEARANCE 9 " M I N 6" MAX 8" MIN 2 7 " M I N O F S P O U T 3 6 " M A X T O P 17"-19" 5 ' - 0 " A F F MOUNT SIGNS AT LATCH SIDE OF DOOR, OR NEAREST ADJACENT WALL. AT WALL 18" MIN CLR WIDTH 30" MIN T O P O F R I M 1 7 " M A X FACE OF FINISHED WALL NOTES: 1. FLUSH VALVE HANDLE AT 44" AFF MAX. 2. 30" x 48" MIN CLR FLR SPACE AT APPROACH 3. 5 LBS MAX FORCE TO OPERATE FLUSH VALVE. 4. 14" MIN PROJECTION FROM WALL. 1 5 " M I N 4 8 " M A X ELEC. OUTLET SWITCHES, THERMOSTATS, ETC. LAVATORY, MIRROR, AND SOAP DISPENSER LAVATORY DRINKING FOUNTAIN PERMANENT ROOM SIGNAGE URINAL ELECTRICAL DEVICES NOTE: 18" MIN CLR FROM WALL TO OF LAVATORYLC NOTE: PROVIDE MIN CLEAR FLOOR SPACE OF 30" x 48" WITH 19" MAX EXTENDING UNDER LAV./D.F. TO INSULATED PIPING/PLUMBING. NOTE: FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED, OR APPROVED SELF-CLOSING VALVES (MIN 10 SEC. OPEN FLOW), AND BE OPERABLE w/ ONE HAND, NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST. 5 LBS. MAX FORCE REQUIRED TO ACTIVATE CONTROLS. FINISH FLOOR TYP.FINISH FLOOR TYP.FINISH FLOOR TYP. 0 ' - 9 " 3 3 " - 3 6 " 3 " - 6 " 1 ' - 6 " CONTROL END ELEVATION BACK WALL ELEVATION PLAN VIEW 3 3 " - 3 6 " 3 3 " - 3 6 " 3 " - 6 " 1 ' - 6 " 1 ' - 0 " 24" MAX 24" MIN 12" MAX 4 " M A X 2 4 " M I N BACK WALL HE A D E N D W A L L CO N T R O L EN D W A L L 1 5 " M I N 4 8 " M A X 20" MAX 4 8 " M A X >20"-25" 4 4 " M A X 10" MAX 4 8 " M A X 1 5 " M I N . 10" MAX 3 4 " M A X 4 8 " M A X 3 4 " M A X 4 8 " M A X >10"-24" 48" MIN 19" MAX 2 7 " M I N 3 4 " M A X 17" MIN 4 0 " M A X 3 4 " M A X 2 7 " M I N 9 " M I N 6" MAX8" MIN GUIDANCE FOR KNEE SPACES IN "A" BATHROOMS GUIDANCE FOR KNEE SPACES IN "B" BATHROOMS KNEE SPACE AT LAVATORIESOBSTRUCED HIGH SIDE REACHUNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/10/2022 4:58:04 PM S:\Drawings\924-Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt G1.2 GE N E R A L A C C E S S I B I L I T Y R E Q U I R E M E N T S #924 CE D A R P O I N T T R U C K I N G 9/27/2022 GTO BAM 9/27/22 RE X B U R G , ID A H O SCALE:3/8" = 1'-0" Standard Accessibility Installation Requirements SCALE:1/2" = 1'-0" Typical Clearance Requirements W/D W/D UP UP UP RE F . 1 1 2 2 AA BB CC DD EE 3 3 4 4 5 5 6 6 7 7 4' - 0 " 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 4' - 0 " 4' - 0"26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0" 26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0" 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " DRIVER'S LOUNGE 105 WORK AREA 120 OFFICE 119 OFFICE 118 OFFICE 117 OFFICE 116 OFFICE 115 SHOP OFFICE 112 LOUNGE 101 STORAGE 102 10 0 ' - 0 " LAUNDRY 104 ADA BATHROOM 103 DRIVER'S BATHROOM 106 DRIVER'S BATHROOM 107 DRIVER'S BATHROOM 110 OFFICE 123 101A 119B 104A 102A 105B 105A 106A 107A 110A 112B 112A 126A 117A 116A 118A 119A 116B 120B AREA #3 128 AREA #2 127 127A 127H 127G 127F 127E 127D 127C127B 128A 128B 128C 128D 128E128F128G 1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"3' - 3"3' - 0" 1' - 3" 4' - 3"8' - 0"2' - 3 1/2"1' - 5 1/2" 1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"2' - 2"3' - 0"2' - 4" 27 ' - 0 " 12 ' - 0 " 22 ' - 0 " 12 ' - 0 " 27 ' - 0 " 19 ' - 0 " 6' - 0 " 120A 109A 114A 113A 122A 125A 115A 103A OFFICE 114 MECH 121 LOUNGE 126 CONFERENCE 124 PARTS ROOM 113 TOILET 109 123A 121A10 8 ' - 0 " 176' - 0" 176' - 0" 108A 111A TOILET 125 CLOSET / MECH 122 124A 3 -HR R A T E D W A L L 3 -HR R A T E D W A L L 9 D E G R E E S L A N T E D W A L L STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/10/2022 4:57:45 PM S:\Drawings\924-Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt A1.0 OV E R A L L F L O O R P L A N #924 CE D A R P O I N T T R U C K I N G 9/27/2022 GTO BAM 9/27/22 RE X B U R G , ID A H O 0 SCALE:1/8" = 1'-0" OVERALL FLOOR PLAN - 1ST FLOOR NO R T H W/D W/D UP UP UP RE F . 1 1 2 2 AA BB CC DD EE 3 3 4 4 5 5 6 6 7 7 4' - 0 " 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 4' - 0 " 4' - 0"26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0" 26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0" 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " DRIVER'S LOUNGE 105 WORK AREA 120 OFFICE 119 OFFICE 118 OFFICE 117 OFFICE 116 OFFICE 115 SHOP OFFICE 112 LOUNGE 101 STORAGE 102 10 0 ' - 0 " LAUNDRY 104 ADA BATHROOM 103 DRIVER'S BATHROOM 106 DRIVER'S BATHROOM 107 DRIVER'S BATHROOM 110 OFFICE 123 101A 119B 104A 102A 105B 105A 106A 107A 110A 112B 112A 126A 117A 116A 118A 119A 116B 120B AREA #3 128 AREA #2 127 127A 127H 127G 127F 127E 127D 127C127B 128A 128B 128C 128D 128E128F128G 1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"3' - 3"3' - 0" 1' - 3" 4' - 3"8' - 0"2' - 3 1/2"1' - 5 1/2" 1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"2' - 2"3' - 0"2' - 4" 27 ' - 0 " 12 ' - 0 " 22 ' - 0 " 12 ' - 0 " 27 ' - 0 " 19 ' - 0 " 6' - 0 " 120A 109A 114A 113A 122A 125A 115A 103A OFFICE 114 MECH 121 LOUNGE 126 CONFERENCE 124 PARTS ROOM 113 TOILET 109 123A 121A10 8 ' - 0 " 176' - 0" 176' - 0" 108A 111A TOILET 125 CLOSET / MECH 122 124A 3 -HR R A T E D W A L L 3 -HR R A T E D W A L L 9 D E G R E E S L A N T E D W A L L STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/10/2022 4:57:45 PM S:\Drawings\924-Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt A1.0 OV E R A L L F L O O R P L A N #924 CE D A R P O I N T T R U C K I N G 9/27/2022 GTO BAM 9/27/22 RE X B U R G , ID A H O 0 SCALE:1/8" = 1'-0" OVERALL FLOOR PLAN - 1ST FLOOR NO R T H SEE ENLARGED FLOORPLANS FOR CURRENT LAYOUT W/D W/D UP UP UP RE F . 1 1 2 2 AA BB CC DD EE 3 3 4 4 5 5 6 6 7 7 4' - 0 " 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 4' - 0 " 4' - 0"26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0" 26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0" 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " DRIVER'S LOUNGE 105 WORK AREA 120 OFFICE 119 OFFICE 118 OFFICE 117 OFFICE 116 OFFICE 115 SHOP OFFICE 112 LOUNGE 101 STORAGE 102 10 0 ' - 0 " LAUNDRY 104 ADA BATHROOM 103 DRIVER'S BATHROOM 106 DRIVER'S BATHROOM 107 DRIVER'S BATHROOM 110 OFFICE 123 101A 119B 104A 102A 105B 105A 106A 107A 110A 112B 112A 126A 117A 116A 118A 119A 116B 120B AREA #3 128 AREA #2 127 127A 127H 127G 127F 127E 127D 127C127B 128A 128B 128C 128D 128E128F128G 1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"3' - 3"3' - 0" 1' - 3" 4' - 3"8' - 0"2' - 3 1/2"1' - 5 1/2" 1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"2' - 2"3' - 0"2' - 4" 27 ' - 0 " 12 ' - 0 " 22 ' - 0 " 12 ' - 0 " 27 ' - 0 " 19 ' - 0 " 6' - 0 " 120A 109A 114A 113A 122A 125A 115A 103A OFFICE 114 MECH 121 LOUNGE 126 CONFERENCE 124 PARTS ROOM 113 TOILET 109 123A 121A10 8 ' - 0 " 176' - 0" 176' - 0" 108A 111A TOILET 125 CLOSET / MECH 122 124A 3 -HR R A T E D W A L L 3 -HR R A T E D W A L L 9 D E G R E E S L A N T E D W A L L STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/10/2022 4:57:45 PM S:\Drawings\924-Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt A1.0 OV E R A L L F L O O R P L A N #924 CE D A R P O I N T T R U C K I N G 9/27/2022 GTO BAM 9/27/22 RE X B U R G , ID A H O 0 SCALE:1/8" = 1'-0" OVERALL FLOOR PLAN - 1ST FLOOR NO R T H UP UP W/ D W/ D UP REF. 11 22 A A B B C C D D E E 4' - 0"25' - 0"25' - 0"25' - 0"25' - 0"4' - 0" 4' - 0 " 26 ' - 0 " 27 ' - 0 " 4' - 0 " 26 ' - 0 " 27 ' - 0 " 1' - 3 " 5' - 6 " 14 ' - 5 " 33 25' - 0"25' - 0"25' - 0"25' - 0" DRIVER'S LOUNGE 116 WORK AREA 102 OFFICE 113 OFFICE 114 MECH 110 LOUNGE 101 STORAGE 103 100' - 0" LAUNDRY 117 4' - 4 " 3' - 6 " 5' - 0 " 11 ' - 2 " 20 ' - 2 3 / 4 " 5' - 9 1 / 4 " 7' - 4 " 3' - 6 " 16 ' - 2 " 12' - 2"12' - 10"25' - 0" 9' - 1 0 1 / 4 " 2' - 4"2' - 1 3/4"4' - 3" 1' - 3"5' - 6"1' - 6"4' - 0"1' - 6"5' - 6"0' - 8 1/2"5' - 6"3' - 6 1/2"1' - 3"4' - 0"1' - 0"4' - 0"3' - 10"4' - 0"1' - 0"4' - 0"1' - 11"1' - 11"4' - 0"1' - 0"4' - 0"1' - 11"1' - 11"4' - 0"1' - 0"4' - 0"1' - 3"3' - 6 1/2"5' - 6"0' - 8 1/2"5' - 6"1' - 6"4' - 0"1' - 6"5' - 6"1' - 3" 6' - 4 3/4"6' - 3 3/4"6' - 1 3/4"6' - 1 3/4" 4' - 7"3' - 0"6' - 8 9/32"8' - 0"2' - 8 23/32"25' - 0"17' - 2"3' - 0"4' - 10" 1' - 3 " 5' - 6 " 0' - 8 1 / 2 " 5' - 6 " 0' - 8 1 / 2 " 5' - 6 " 5' - 0 3 / 4 " 8' - 2"5' - 2 1/2"7' - 4"4' - 1 1/2" ADA BATHROOM 104 DRIVER'S BATHROOM 118 DRIVER'S BATHROOM 119 BATHROOM 106 101A 117A 103A 116B 116A 118A 119A 106A 113C 121A 113A 102A 1 A3.1 WALL TO EXTEND TO EXTERIOR SHEATHING, TYP. TOILET 109 CLOSET 120 CLOSET 105 SHOP BREAK ROOM 108 PARTS 112 TOILET 122 108' - 0" 17 ' - 2 " 8' - 1 0 " 4' - 3 " 22 ' - 9 " KITCHENETTE PARTS COUNTER 120A 109A 105A 111A 122A 2' - 2" 6' - 4 7 / 8 " 8' - 4 3 / 4 " 3' - 6 " 104A 108A 3-HR RATED WALL 9 DEGREE SLANTED WALL 11 ' - 1 0 1 / 2 " 3' - 0 " 1' - 3 1 / 2 " 25' - 0" SHELF ABOVE WINDOW SHELF ABOVE WINDOW SHELF ABOVE WINDOW SHELF ABOVE WINDOW DOUBLE SHELFS CUBBIES CUBBIES OFFICE SUPPLIES 36" X 60" SHOWER 36" X 60" SHOWER LINEN FI L E C A B S COPIER MAIL SHOP OFFICE 111 CLOSET 107 FUTURE 115 LOCKERS BE N C H CA B S MAIL VE N D I N G 110A 113B LAUNGE 121 MEC 123 112A 112B 107A 114A 121B 123A 115A 0' - 7 " 3' - 0 " 0' - 1 0 3 / 8 " 18 ' - 3 5 / 8 " 8' - 8 " 4' - 0 " 4' - 3 " 3' - 0 " 4' - 3 3 / 4 " 5' - 0 " 1' - 9 " 4' - 0 " 1' - 8 " 4' - 0 " 1' - 8 " 4' - 5 3 / 8 " 12 ' - 0 " 6' - 3 5 / 8 " 12' - 2"12' - 8 3/16" 6' - 3 1 / 2 " 5' - 11 5/8" STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 11/29/2022 10:59:25 AM S:\Drawings\924 - Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt A1.1 1S T F L O O R P L A N #924 CE D A R P O I N T T R U C K I N G 9/27/2022 GTO BAM 9/27/22 RE X B U R G , ID A H O 0 SCALE:1/4" = 1'-0" 1ST FLOOR NORTH RE F . UP RE F . 11 22 A A B B C C D D E E 33 4' - 0"25' - 0"25' - 0"25' - 0"25' - 0"4' - 0" 8' - 0 3/4"6' - 0"6' - 1 1/4"6' - 0"6' - 1 1/4"9' - 0"14' - 7 1/2" MANAGEMENT OFFICE / CONFERENCE 202 TOILET 208 MECH 206 OFFICE 204 KITCHEN 203 1' - 3"5' - 6"0' - 9 1/2"5' - 6"0' - 8 1/2"5' - 6"9' - 9"1' - 4"4' - 0"6' - 1"4' - 0"1' - 0"4' - 0"4' - 7"5' - 6"4' - 0"1' - 0"4' - 0"1' - 0"4' - 0"5' - 6"9' - 9"5' - 6"0' - 8 1/2"5' - 6"0' - 9 1/2"5' - 6" 4' - 0 " 26 ' - 0 " 27 ' - 0 " 25' - 0"25' - 0"25' - 0"25' - 0" 100' - 0" 1' - 3 " 5' - 6 " 20 ' - 2 3 / 4 " 5' - 9 1 / 4 " 15 ' - 5 1 / 4 " 11 ' - 6 3 / 4 " 5' - 0 " 5' - 0 " 5' - 5 1 / 4 " 3' - 6 3 / 4 " 5' - 0 " 3' - 0 " 4' - 0 " 26 ' - 0 " 27 ' - 0 " 4' - 3" 1 A3.1 WALL TO EXTEND TO EXTERIOR SHEATHING, TYP. 3-HR RATED WALL 5' - 7 1 1 / 1 6 " 5' - 7 11/16" 16' - 0"9' - 4 1/4"5' - 0 13/16" 5' - 0 1 3 / 1 6 " OFFICE 210 OFFICE 221 OFFICE 218 OFFICE 212 6' - 7 " 17 ' - 8 " LIBRARY 220 10 ' - 8 " 10 ' - 4 " 5' - 0 " 15 ' - 7 1 1 / 1 6 " 11 ' - 4 5 / 1 6 " 4' - 4 3/8" 6' - 8 3/8"18' - 3 5/8" 1' - 3 " 5' - 6 " 0' - 8 1 / 2 " 5' - 6 " 0' - 8 1 / 2 " 5' - 6 " 5' - 0 3 / 4 " 108' - 0" 9 DEGREE SLANTED WALL GLASS WALL, TEMPERED SHELF ABOVE WINDOW SHELF ABOVE WINDOW SHELF ABOVE WINDOW 12' - 4 7/8"18' - 10 1/2" 5 ' - 1 1 / 4 " 5' - 1 1 / 4 " 6' - 5 1 / 2 " FI R E P L A C E 42 " D E E P D E S K 5' - 1 1 / 4 " 14 ' - 7 1 / 1 6 " 5' - 9 " 3' - 0"4' - 4 7/8" 15 ' - 3 " 3' - 5 15/16" 11 ' - 4 5 / 1 6 " STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 12/9/2022 4:09:15 PM S:\Drawings\924 - Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt A1.2 2N D F L O O R P L A N #924 CE D A R P O I N T T R U C K I N G 9/27/2022 GTO BAM 9/27/22 RE X B U R G , ID A H O 0 SCALE:1/4" = 1'-0" 2ND FLOOR NORTH elev100' -0" 1ST FLOOR elev112' -8 1/2" 2ND FLOOR elev110' -4 1/2" TOW 4' - 0"1' - 0" 1' - 3 " OPEN TO BEHIND 6' - 8 " 0' - 6 5 / 8 " 1' - 0" STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/10/2022 4:57:58 PM S:\Drawings\924-Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt A3.1 #924 CE D A R P O I N T T R U C K I N G 9/27/2022 GTO BAM 9/27/22 RE X B U R G , ID A H O 0 SCALE:1/2" = 1'-0" STAIR SECTION elev100' -0" 1ST FLOOR elev112' -8 1/2" 2ND FLOOR elev118' -10 1/2" ROOF_LOW elev97' -0" T.O.FOOTING elev126' -0" ROOF_HIGH elev102' -0" T.O. FOUNDATION 1234567 elev110' -4 1/2" TOW elev130' -0" TOWER ROOF elev100' -0" 1ST FLOOR elev112' -8 1/2" 2ND FLOOR elev118' -10 1/2" ROOF_LOW elev97' -0" T.O.FOOTING elev126' -0" ROOF_HIGH elev102' -0" T.O. FOUNDATION 1 2 3 4 5 6 7 elev110' -4 1/2" TOW elev130' -0" TOWER ROOF elev100' -0" 1ST FLOOR elev112' -8 1/2" 2ND FLOOR elev118' -10 1/2" ROOF_LOW elev97' -0" T.O.FOOTING elev126' -0" ROOF_HIGH elev102' -0" T.O. FOUNDATION A B C D E elev110' -4 1/2" TOW elev130' -0" TOWER ROOF elev100' -0" 1ST FLOOR elev112' -8 1/2" 2ND FLOOR elev118' -10 1/2" ROOF_LOW elev97' -0" T.O.FOOTING elev126' -0" ROOF_HIGH elev102' -0" T.O. FOUNDATION ABCDE elev110' -4 1/2" TOW elev130' -0" TOWER ROOF STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/10/2022 4:57:57 PM S:\Drawings\924-Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt A2.1 EX T E R I O R E L E V A T I O N S #924 CE D A R P O I N T T R U C K I N G 9/27/2022 GTO BAM 9/27/22 RE X B U R G , ID A H O 0 SCALE:1/8" = 1'-0" NORTH SCALE:1/8" = 1'-0" SOUTH SCALE:1/8" = 1'-0" EAST SCALE:1/8" = 1'-0" WEST UP UP W/ D W/ D 11 22 A A B B C C D D E E 4' - 0"25' - 0"25' - 0"25' - 0"25' - 0"4' - 0" 4' - 0 " 26 ' - 0 " 27 ' - 0 " 4' - 0 " 26 ' - 0 " 27 ' - 0 " 2' - 0 " 12 ' - 0 " 5' - 0 " 3' - 0 " 4' - 0 " 33 25' - 0"25' - 0"25' - 0"25' - 0" DRIVER'S LOUNGE WORK AREA OFFICE 4 OFFICE 3 OFFICE 2 OFFICE 1 PARTS SHOP OFFICE LOUNGE STORAGE 100' - 0" LAUNDRY 12 ' - 2 " 8' - 0 3 / 4 " 5' - 9 1 / 4 " 4' - 1 " 3' - 3 " 3' - 6 " 5' - 0 " 11 ' - 6 " 0' - 6 " 17 ' - 2 " 14 ' - 1 1 1 / 2 " 4' - 8 1 / 2 " 12 ' - 8 " 108' - 0" 20 ' - 2 3 / 4 " 5' - 9 1 / 4 " 7' - 4 " 3' - 6 " 16 ' - 2 " 12' - 1"12' - 11"12' - 7 1/2"12' - 4 1/2" 9' - 1 0 1 / 4 " 2' - 2"2' - 1 3/4"3' - 0"1' - 3" 2' - 0"10' - 0"4' - 6"3' - 0"5' - 6"3' - 0"6' - 0"3' - 4 1/2"3' - 7 1/2"6' - 0"3' - 0"3' - 0"6' - 0"3' - 11"3' - 1"6' - 0"3' - 0"5' - 6"3' - 0"4' - 6"10' - 0"6' - 0" 5' - 1 3/4"6' - 3 3/4"6' - 1 3/4"6' - 1 3/4" 5' - 4 1/2"4' - 0"3' - 6"8' - 0"5' - 4 1/2"17' - 2"3' - 0"4' - 10" 11 ' - 1 0 1 / 2 " 3' - 0 " 1' - 3 1 / 2 " 2' - 0 " 12 ' - 0 " 6' - 2 3 / 4 " 7' - 11 5/8"5' - 2 1/2"11' - 5 1/2" ADA BATHROOM BATHROOM BATHROOM BATHROOM 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF PRE L IM IN A RY NO T F OR CO NS T RUCTION 9/14/2022 3:53:52 PM S:\Drawings\924-Cedarpoint Trucking\BIM\924-Cedar Point Trucking.rvt A1.1 1S T F L O O R P L A N #924 CE D A R P O I N T T R U C K I N G Issue Date GTO BAM RE X B U R G , ID A H O 0 SCALE:1/4" = 1'-0" 1ST FLOOR NORTH will need to flip the window and door positions so egress travel distance is within the allowable bathroom wall will be moved out to pickup the posts 24"x24"x10" ftg. 42"x42"x12" ftg. 42"x42"x12" ftg. 24"x24"x10" ftg. 42"x42"x12" ftg. 42"x42"x12" ftg. 42"x42"x12" ftg. POST W/ FOOTING AS NOTED W/ #4 AT 12" O.C. EA. WAY BEARING WALL W/ 24"x10" CONT. FOOTING W/ (2) CONT. #4 BOTTOM BEAM/HEADER DR O P B E A M FL U S H B E A M DR O P B E A M BEAM, HEADER, FLOOR JOISTS AND POST SIZES TO BE DIFFERED SUBMITTAL FURNISHED BY SUPPLIER K E Y N O T E S : 1 . F I N I S H E D G R A D E W H E R E O C C U R S 2 . D O N O T E X C A V A T E A T R E N C H C L O S E R T H A N A 4 5 D E G R E E A N G L E T O B E L O W B O T T O M F O O T I N G O R F O U N D A T I O N 3 . B O T T O M O F C O N C R E T E F O O T I N G 4 . B O T T O M O F T R E N C H N O T E : A . D O N O T U N D E R C U T E X I S T I N G F O O T I N G S B . N O P I P E O R O T H E R U T I L I T I E S S H A L L P A S S T H R U W A L L F O O T I N G S O R U N D E R C O L U M N F O O T I N G S 1 1 1 2 3 4 F O R C O N S T R U C T I O N A B O V E F O O T I N G , S E E D E T A I L S . T 1 T R E N C H P A R A L L E L T O C O N T I N U O U S S T R A P F O O T I N G T D 0 1 N O S C A L E K E Y N O T E S : 1 . C O N C R E T E F O O T I N G 2 . S L E E V E - P R O V I D E 1 2 " M I N I M U M C L E A R A N C E A R O U N D P I P E O R C O N D U I T 3 . P I P E O R C O N D U I T 4 . C O N C R E T E F I L L T O B E P L A C E D B E F O R E F O O T I N G I S P O U R E D - F O R M S A M E A S F O O T I N G A N D P O U R F U L L W I D T H O F P I P E T R E N C H 5 . S T E M W A L L N O T E : A . N O P I P E S H A L L P A S S T H R U F O O T I N G O R U N D E R C O L U M N F O O T I N G S . F O R T R E N C H E S G R E A T E R T H A N 3 ' - 6 " B E L O W B O T T O M O F F O O T I N G , S E E P I P E P A S S I N G B E L O W W A L L F O O T I N G D E T A I L . 1 2 3 4 5 5 4 2 1 3 T 2 P I P E P A S S I N G U N D E R W A L L F O O T I N G I N S H A L L O W T R E N C H T D 0 2 N O S C A L E 6" MIN 8" MIN 3'-0" MAX 8 " M I N A S E C T I O N A K E Y N O T E S : 1 . S T E M W A L L 2 . C O N C R E T E F O O T I N G 3 . 1 ' - 6 " M A X I M U M - W H E R E T R E N C H E X C E E D S 1 ' - 6 " N O T I F Y S T R U C T U R A L E N G I N E E R P R I O R T O P L A C E M E N T O F F O O T I N G S 4 . B A C K F I L L A N D R E C O M P A C T T R E N C H P E R S O I L S R E P O R T A N D S P E C I F I C A T I O N S 5 . B O T T O M O F T R E N C H N O T E : A . D O N O T U N D E R C U T E X I S T I N G F O O T I N G S B . N O P I P E S O R O T H E R U T I L I T I E S S H A L L P A S S T H R U W A L L F O O T I N G S O R U N D E R C O L U M N F O O T I N G S 1 5 4 3 23'-1" OR GREATER F O R C O N S T R U C T I O N A B O V E F O O T I N G , S E E D E T A I L S . T 3 P I P E P A S S I N G B E L O W F O O T I N G I N D E E P T R E N C H T D 0 3 N O S C A L E K E Y N O T E S : 1 . S L O P E D F I N I S H G R A D E 2 . M I N I M U M F O O T I N G D E P T H P E R G . S . N . - 1 2 " M I N I M U M 3 . D E E P E N F O O T I N G A S R E Q U I R E D T O A C C O U N T F O R S L O P E D G R A D E 4 . C O N C R E T E F O O T I N G N O T E : A . F O R A D D I T I O N A L I N F O R M A T I O N , S E E P L A N S A N D D E T A I L S 1 4 3 2 5 ' - 0 " T 4 T Y P I C A L D E T A I L F O R F O U N D A T I O N E M B E D M E N T T D 0 4 N O S C A L E K E Y N O T E S : 1 . C O N C R E T E S L A B O N G R A D E 2 . C O N T K E Y E D J O I N T 3 . S A W C U T 1 8 " W I D E x 1 4 " S L A B T H I C K N E S S I N D E P T H - C U T S H A L L B E M A D E S O O N E N O U G H T O P R E V E N T S H R I N K A G E C R A C K I N G , B U T N O T S O S O O N A S T O C A U S E S P A L L I N G O F T H E C O N C R E T E W H I L E S A W I N G . W O R K M U S T B E C O M P L E T E W I T H I N 1 6 H O U R S O F C O N C R E T E P L A C E M E N T . N O T E : A . K E Y E D J O I N T S N E E D O N L Y O C C U R A T E X P O S E D E D G E S D U R I N G P L A C E M E N T U N L E S S S P E C I F I C A L L Y N O T E D O N T H E P L A N S . B . " T O O L W E T J O I N T " , " Z I P S T R I P " , E T C S H A L L M A T C H S A W C U T R E Q U I R E M E N T S 1 2 3 1 1 2 " 6 " 6 " 1 2 " X S A W C U T J O I N T X K E Y E D J O I N T T 5 C O N T R O L J O I N T S I N C O N C R E T E S L A B O N G R A D E T D 0 7 N O S C A L E 6 M I N B A R O F F S E T B A R C L E A R A N C E S P L I C E D E T A I L B E N D & H O O K D E T A I L S C O L U M N T I E S B E A M S T I R R U P S " d " 4 5 ° " d " " d " 1 2 4 5 6 1 0 9 8 7 3 1 5 5 9 1 0 8 K E Y N O T E S : 1 . L A P - S E E G . S . N . 2 . M A X I M U M 1 5 L A P B U T N O T M O R E T H A N 6 " 3 . W I R E T I E S 4 . 1 d ( 1 " M I N I M U M ) 5 . R A D I U S = 3 d F O R B A R S N O T O V E R # 8 ; 4 d F O R # 9 , # 1 0 , A N D # 1 B A R S ; 5 d F O R # 1 4 A N D # 1 8 B A R S , 5 d F O R A L L G R A D E 4 0 B A R S W I T H 1 8 0 D E G R E E H O O K 6 . 4 D ( 4 " M I N I M U M ) 7 . 1 2 d ( 9 0 D E G R E E H O O K ) 8 . 6 d ( 4 " M I N I M U M ) 9 . 1 3 5 D E G R E E B E N D 1 0 . B E N D A R O U N D 1 1 2 " P I N F O R # 3 B A R S . B E N D A R O U N D 2 " P I N F O R # 4 B A R S . B E N D A R O U N D 2 1 2 " P I N F O R # 5 B A R S . T 6 T Y P I C A L R E I N F O R C I N G D E T A I L S T D 1 0 N O S C A L E N O T E S : 1 . T O P B A R S A R E A N Y H O R I Z O N T A L B A R S P L A C E D S O T H A T M O R E T H A N 1 2 " O F F R E S H C O N C R E T E I S C A S T I N T H E M E M B E R B E L O W T H E R E I N F O R C E M E N T . 2 . U N L E S S N O T E D O T H E R W I S E , L A P S P L I C E S I N C O N C R E T E B E A M S , S L A B S A N D W A L L S S H A L L B E C L A S S " B " T E N S I O N L A P S P L I C E S . B A R S I Z E C L A S S B T E N S I O N S P L I C E L E N G T H S f ' c = 3 , 0 0 0 P S I f ' c = 4 , 0 0 0 P S I f ' c = 5 , 0 0 0 P S I H O I R Z O N T A L B A R S W / > 1 2 " O F C O N C . B E L O W V E R T I C A L A N D B O T T O M H O R I Z O N T A L B A R S H O I R Z O N T A L B A R S W / > 1 2 " O F C O N C . B E L O W V E R T I C A L A N D B O T T O M H O R I Z O N T A L B A R S H O I R Z O N T A L B A R S W / > 1 2 " O F C O N C . B E L O W V E R T I C A L A N D B O T T O M H O R I Z O N T A L B A R S # 3 1 2 " 1 2 " 1 2 " 1 2 " 1 2 " 1 2 " # 4 1 9 " 1 5 " 1 7 " 1 3 " 1 5 " 1 2 " # 5 2 9 " 2 3 " 2 6 " 2 0 " 2 3 " 1 8 " # 6 3 2 " 2 5 " 2 8 " 2 1 " 2 5 " 1 9 " # 7 5 4 " 4 1 " 4 7 " 3 6 " 4 2 " 3 2 " # 8 7 0 " 5 4 " 6 1 " 4 7 " 5 4 " 4 2 " # 9 8 9 " 6 8 " 7 7 " 5 9 " 6 9 " 5 3 " # 1 0 1 1 2 " 8 7 " 9 7 " 7 5 " 8 7 " 6 7 " T 7 S T E E L R E I N F O R C I N G L A P S P L I C E S I N C O N C R E T E T D 1 4 N O S C A L E K E Y N O T E S : 1 . N A I L S B E T W E E N S P L I C E L O C A T I O N P E R S C H E D U L E - S T A G G E R E D 2 . D B L 2 x T O P P L A T E 3 . W O O D S T U D W A L L , S E E P L A N 4 . S P L I C E O V E R S T U D 5 . S I M P S O N S T 6 2 2 4 O R M S T C 4 0 S T R A P A T L O C A T I O N S W H E R E P L A T E S C A N N O T B E S P L I C E D N O T E : A . D O N O T S P L I C E T O P P L A T E S W I T H I N 6 ' - 0 " O F E N D S O F P L Y W O O D S H E A R W A L L S . T H I S D E T A I L R E Q U I R E D A T A L L E X T E R I O R W A L L S A N D O V E R S H E A R W A L L S - N O T R E Q U I R E D A T I N T E R I O R N O N - S H E A R W A L L S . ( 3 0 ) 1 6 d ( 2 4 ) 1 6 d LESS THAN 20'OVER 20'4'-0"6'-0"LENGTH OF WALL(BETWEEN CORNERS) S P L I C E L E N G T H N A I L S A L O N G SPLICE LEN G T H MINIMU M SPLICE LENGTH PER S C H E D U L E T9ELEVATION - TYPICAL TOP PLATE SP L I C E TD24 N O S C A L E 4 5 13 2 3 2 K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . W O O D H E A D E R 3 . K I N G S T U D ( S ) P E R P L A N 4 . ( 2 ) 1 6 d N A I L S A T 2 " O . C . 5 . 1 6 d N A I L S A T 1 2 " O . C . 6 . T R I M M E R S T U D ( S ) P E R P L A N 26 3 1 5 4 5T10TYPICAL HEADER CONNECTIONTD25 N O S C A L E 2 6 3 4 1 5 2 1 7 42 1 3 4 1 8AT BEAM AT MID W A L L AT TOP PL A T E T11TYPICAL BEAM POCKETTD26 N O S C A L E K E Y N O T E S : 1 . W O O D B E A M 2 . ( 2 ) 1 6 d N A I L S A T 2 " O . C . 3 . K I N G S T U D E A C H S I D E O F B E A M 4 . S O L I D B U I L T - U P P O S T B E L O W B E A M 5 . S T R A P B R O K E N T O P P L A T E O N S I D E O R T O P 6 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E P E R T Y P I C A L D E T A I L 7 . F U L L - H E I G H T K I N G S T U D E A C H S I D E O F B E A M 8 . H G A 1 0 C L I P E A C H S I D E 9 . F U L L - H E I G H T K I N G S T U D A T E N D O F B E A M 1 0 . F U L L - H E I G H T K I N G S T U D , O P P O S I T E S I D E O F T H E B E A M 2 1 4 A T C O R N E R 1 0 9 2 CONNECTIONTYPEJOIST OR TRUSS BEARING ON SILL OR GIRDERBRIDGING TO JOISTSOLE PLATE TO JOIST OR BLOCKING, FACE NAILTOP PLATE TO STUDDOUBLE STUDS, FACE NAILDOUBLE TOP PLATESCONTINUOUS HEADER TO STUD CEILING JOISTS, LAPS OVER PARTITIONSCEILING JOISTS TO PARALLEL RAFTERS, FACE NAILRAFTER OR TRUSS TO PLATEBUILT-UP CORNER STUDS TOENAIL(4)-8d COMMON (2 1/2" x 0.131")NAILING(3)-8d COMMON (2 1/2" x 0.131")(3)-3"x 0.131" NAILS (Gun Nail)(3)-3"x 14 GAUGE STAPLESTOENAIL EACH END(2)-3"x 0.131" NAILS (Gun Nail)(2)-3"x 14 GAUGE STAPLES16d (3 1/2"x 0.135") AT 16" O.C.FACE NAIL3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.END NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESSOLE PLATE TO STUDEND NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESFACE NAIL 16d (3 1/2"x 0.135") AT 24" O.C.3"x 14 GAUGE STAPLES AT 8" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.FACE NAIL 16d (3 1/2"x 0.135") AT 16" O.C.3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 12" O.C.DOUBLE TOP PLATES -FACE NAIL (8)-16d COMMON (3 1/2"x 0.162") (12)-3"x 0.131" NAILS (Gun Nail) (12)-3"x 14 GAUGE STAPLES LAP SPLICERIM JOIST TO TOP PLATE8d (2 1/2"x 0.131") AT 6" O.C.3"x 14 GAUGE STAPLES AT 6" O.C.3"x 0.131" NAILS (Gun Nail) AT 6" O.C.BLOCKING BETWEEN JOISTS OR RAFTERSTOENAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES AND TOP PLATETOENAILTOP PLATES, LAPS AND INTERSECTIONSFACE NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESCONTINUOUS HEADER, TWO PIECES16d COMMON (3 1/2"x 0.162") FACE NAIL AT 16"O.C. ALONG EDGESCEILING JOISTS TO PLATETOENAIL(3)-8d COMMON (2 1/2"x 0.131") (5)-3"x 0.131" NAILS (Gun Nail) (5)-3"x 14 GAUGE STAPLESFACE NAIL (3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES(3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES FACE NAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES TOENAILTOENAIL16d COM.(3 1/2"x 0.162") AT 24" O.C. 3"x 14 GAUGE STAPLES AT 16" O.C.3"x 0.131" NAILS (Gun Nail) AT 16" O.C.FACE NAIL (2)-8d COMMON (2 1/2" x 0.131")USE- SIMPSON A35 AT 48" O.C.-NA-SIMPSON A35 AT EVERY OTHER BLOCK-NA-NOTE:A.MINIMUM NAILING SPECIFIEDHEREIN SHALL BE PROVIDEDUNLESS NOTED OTHERWISE ONPLANS, DETAILS OR GENERALSTRUCTURAL NOTESB.NAILING NOT NOTED ON THESEPLANS OR DETAILS SHALL BE PERI.B.C. TABLE 2304.10.1T14MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISETD34NO SCALE K E Y N O T E S : 1 . S T E E L R O O F I N G 2 . S I M P S O N H T C 4 C L I P A T 6 ' - 0 " O . C . ( M A X ) 3 . ( 3 ) # 1 0 S C R E W S E A C H E N D 4 . R O O F P U R L I N S 5 . I N T E R I O R N O N - L O A D I N G B E A R I N G W A L L 6 . B L O C K I N G B E T W E E N R O O F P U R L I N S 7 . S T E E L B E A M 8 . S I M P S O N S C W 3 . 2 5 A T E A C H S T U D , A T T A C H T O B E A M W / ( 2 ) # 1 2 S C R E W O R W E L D P E R M A N U F A C T U R E R T 8 W A L L A T T A C H M E N T T O S T E E L B U I L D I N G N O S C A L E W A L L P E R P E N D I C U L A R T O P U R L I N S W A L L P A R A L L E L T O P U R L I N S W A L L A T S T E E L B E A M 1 4 2 3 11 4" 11 4" 11 4" 5 6 5 5 4 2 8 7 1 T12ELEVATION-TYPICAL 1-STORY SHEARWALLTD19NO SCALE KEYNOTES:1.SHEATHING MATERIAL2.DOUBLE STUDS AT EACH END OFSHEARWALL, EDGE NAIL ALONGDOUBLE STUDS3.FULL HEIGHT WOOD STUDS4.BOTTOM PLATE ATTACHMENT5.SIMPSON STHD TYPE HOLDOWN6.MIDHEIGHT BLOCKING AND EDGENAILING REQUIRED7.SIMPSON "HD" TYPE HOLDOWN8.FINISHED FLOOR9.CONT 2x PT SOLE PLATE 136874529NOTE:A.MINIMUM STAPLING SPECIFIEDHEREIN SHALL BE PROVIDEDUNLESS NOTED OTHERWISE ONPLANS, DETAILS OR GENERALSTRUCTURAL NOTES 8d COMMON AT 12" O.C.16 GA STAPLE AT 12" O.C.ALTERNATE FASTENER SCHEDULEALTERNATE FASTENERSPECIFIED FASTENER8d COMMON AT 6" O.C.8d COMMON AT 4" O.C.15 GA STAPLE AT 12" O.C.14 GA STAPLE AT 12" O.C.13 GA STAPLE AT 12" O.C.16 GA STAPLE AT 4" O.C.15 GA STAPLE AT 5" O.C.14 GA STAPLE AT 6" O.C.13 GA STAPLE AT 6" O.C.13 GA STAPLE AT 5" O.C.14 GA STAPLE AT 4" O.C.15 GA STAPLE AT 3" O.C.16 GA STAPLE AT 2.5" O.C.15 GA STAPLE AT 2" O.C.14 GA STAPLE AT 3" O.C.13 GA STAPLE AT 4" O.C.8d COMMON AT 3" O.C.MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHINGNOTES:1.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 716"INCH OUTSIDE DIMENSION. AND INSTALLED WITH CROWNPARALLEL TO THE LONG DIMENSION OF FRAMING MEMBER.2.FRAMING SHALL BE 3x OR WIDER WHEN NAIL SPACING ISLESS THAN 3 INCHES ON CENTER.3.ALL STAPLES SHALL HAVE 112" LONG LEGS MINIMUM.4.STAPLE SIZES AND SPACING PER REPORT NO.ICC-ESR-1539T13ALTERNATE SHEATHING STAPLE OPTIONTD32NO SCALE P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 12/13/22 14134 D VID B .P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 1 . 1 1 2 / 1 3 / 2 2 CEDARPOINT TRUCKING METAL BUILDING VENTURE BUILDERS RMSDBPIF22-330 TYPICAL DETAILS 4712 S HWY 191 REXBURG, IDAHO 83440 ... ... ... ... ... ... .... K E Y N O T E S : 1 . H O L D O W N , S E E P L A N 2 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 3 . W O O D J O I S T , S E E P L A N 4 . W O O D P O S T , S E E H O L D O W N S C H E D U L E 5 . F L O O R S H E A T H I N G , S E E P L A N 6 . S O L I D B L O C K I N G W I T H I N J O I S T B A Y 7 . A L L T H R E A D T O M A T C H H O L D O W N R E Q U I R E M E N T S 8 . C O N T 2 x D B L T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 9 . W O O D P O S T , M A T C H P O S T A B O V E N O T E : A . F L O O R J O I S T O R I E N T A T I O N M A Y V A R Y 5 3 4 3 8 2 6 2 9 1 5 3 4 3 8 2 6 2 9 1 7 1 T 1 6 S T R A P A N D " H D " T Y P E H O L D O W N S B E T W E E N F L O O R S T D 2 9 N O S C A L E T 1 5 P L A N V I E W - H O L D O W N L O C A T I O N S / S H E A R W A L L E N D P O S T S , " H D " T Y P E H O L D O W N S U S I N G S C R E W S T D 1 6 N O S C A L E N O T E : A . A L L C O N D I T I O N S M A Y N O T B E S H O W N . F O R C O N D I T I O N S N O T S H O W N , U S E T H E S E D E T A I L S A S A G U I D E . B . S O M E L A R G E R H O L D O W N S R E Q U I R E 6 x 6 P O S T S , S E E P L A N S A N D S C H E D U L E S . C . W H E R E M U L T I P L E T R I M M E R S T U D S O R K I N G S T U D S O C C U R , M A K E A D J U S T M E N T S A S R E Q U I R E D . K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . S H E A R W A L L S H E A T H I N G , S E E P L A N 3 . E D G E O F F O U N D A T I O N 4 . S I M P S O N H D T Y P E H O L D O W N W I T H S C R E W S 5 . S H E A R W A L L E N D P O S T ( 2 S T U D S ) T Y P I C A L , E X C E P T A T H D U 1 1 , A N D H D U 1 4 W H E R E 6 x 6 P O S T I S R E Q U I R E D 6 . 2 5 ) - S I M P S O N S D S 1 4 " x 6 " L O N G W O O D S C R E W S , S T A G G E R E D 7 . S H E A R W A L L E D G E N A I L I N G 8 . T R I M M E R S T U D T O S U P P O R T H E A D E R 9 . B L O C K T O S U P P O R T W I N D O W S I L L 1 0 . B U I L T U P W O O D P O S T ( 2 ) S H E A R W A L L S ( 1 ) " H D " H O L D O W N W / S C R E W S " H D " H O L D O W N W / S C R E W S W I N D O W J A M B X " H D " H O L D O W N W / S C R E W S D O O R J A M B O R W A L L E N D X H O L D O W N X H D 1 9 2 - 1 / 8 " 1 - 5 / 1 6 " H D U 2 , H D U 4 , H D U 5 H T T 4 H T T 5 1 - 5 / 1 6 " ( 2 ) S H E A R W A L L S ( 1 ) " H D " H O L D O W N W / S C R E W S A T E X T E R I O R C O R N E R X ( 1 ) S H E A R W A L L ( 1 ) " H D " H O L D O W N W / S C R E W S A T E X T E R I O R C O R N E R X A T R E - E N T R A N T C O R N E R X ( 1 ) S H E A R W A L L ( 1 ) " H D " H O L D O W N W / S C R E W S A T R E - E N T R A N T C O R N E R X 4 W I N D O W O P E N I N G D O O R O P E N I N G H D U 1 4 1 - 9 / 1 6 " L T T 2 0 B L T T 1 9 1 - 3 / 8 " 1 - 1 / 2 " H D U 8 , H D U 1 1 1 - 3 / 8 " 3 2 7 4 1 3 2 7 7 2 1 9 8 1 3 4 4 8 3 1 4 7 2 3 6 3 2 7 7 3 2 4 1 0 5 5 5 5 5 5 5 3 3 1 2 7 2 7 3 6 1 T 1 7 S O L I D B L O C K I N G B E T W E E N F L O O R S T D 3 1 N O S C A L E K E Y N O T E S : 1 . D B L T O P P L A T E 2 . W O O D S T U D W A L L 3 . P L Y W O O D S H E A T H I N G 4 . W O O D P O S T A B O V E 5 . W O O D T R U S S O R J O I S T 6 . S O L I D B L O C K I N G B E T W E E N F L O O R S , M A T C H B E A R I N G W I D T H W I T H P O S T A B O V E , M I N I M U M 7 . S I M P S O N A 3 5 C L I P E A C H S I D E O F S O L I D B L O C K I N G , W H E R E P O S T A B O V E I S M O R E T H A N ( 2 ) S T U D S , O T H E R W I S E A T T A C H T O T O P P L A T E W / ( 2 ) 1 6 d T O E - N A I L S A T E A C H B L O C K 8 . W O O D P O S T B E L O W 9 . C O N T 2 x B O T T O M P L A T E 1 0 . C O N T 2 x P T S O L E P L A T E W / A N C H O R B O L T S 1 1 . C O N C R E T E W A L L 1 2 . C O N T R I M B O A R D 2 1 5 6 7 8 3 4 2 3 4 2 2 1 8 7 6 5 5 3 4 9 1 2 5 1 0 6 1 1 K E Y N O T E S : 1 . S H E A R P L A T E T O E Q U A L O R E X C E E D B E A M W E B T H I C K N E S S 3 8 " M I N O R A S S H O W N O T H E R W I S E 2 . 5 1 6 " F O R 2 1 " D E E P B E A M S O R L E S S , 3 8 " F O R B E A M S 2 4 " O R G R E A T E R 3 . 1 2 " C L E A R T O F A C E O F S U P P O R T I N G M E M B E R ( T Y P ) 4 . A I S C M I N E D G E D I S T A N C E 5 . H O R I Z O N T A L S H O R T S L O T T E D H O L E S A T 3 " O . C . M I N I N E I T H E R B E A M O R S H E A R P L A T E P E R A I S C S P E C N O T E : A . T Y P C O N N E C T I O N C O N S I S T S O F O N E S H E A R P L A T E W I T H 3 4 " Ø O R 7 8 " Ø A 3 2 5 N B O L T S , S E E S C H E D U L E B . M A I N T A I N B O L T S P A C I N G A N D E D G E D I S T A N C E S P E R A I S C S P E C 3 445 4 1 2 2 1 2 " M A X "D" 3 445 4 2 2 N O M I N A L B E A M D E P T H " D " N U M B E R O F B O L T S I N R O W U P T O 7 " ( 2 ) 3 4 " Ø 8 " T O 1 0 " ( 2 ) 3 4 " Ø 1 2 " T O 1 4 " ( 3 ) 3 4 " Ø 1 6 " ( 4 ) 3 4 " Ø 1 8 " ( 5 ) 3 4 " Ø 2 1 " ( 6 ) 3 4 " Ø 2 4 " T O 2 7 " ( 7 ) 7 8 " Ø 3 0 " ( 8 ) 7 8 " Ø 3 3 " ( 9 ) 7 8 " Ø 3 6 " ( 1 0 ) 7 8 " Ø T 1 8 T Y P I C A L S H E A R P L A T E C O N N E C T I O N D E T A I L T D 4 2 N O S C A L E T 1 9 T Y P I C A L " B A / H B " H A N G E R A T S T E E L B E A M T D 7 2 N O S C A L E 1 T Y P 2 2 2 3 K E Y N O T E S : 1 . S T E E L B E A M , S E E P L A N 2 . B A / H B H A N G E R P E R P L A N 3 . W O O D J O I S T / B E A M , S E E P L A N T20TYPICAL BUILT-UP BEAM DETAILTD80 N O S C A L E K E Y N O T E S : 1 . ( 2 ) 1 0 d N A I L S A T 8 " O . C . , E A C H S I D E , S T A G G E R E D 2 . ( 3 ) 1 0 d N A I L S A T 8 " O . C . , E A C H S I D E , S T A G G E R E D 3 . ( 2 ) 1 4 " Ø x 3 1 2 " S D S A T 1 2 " O . C . , E A C H S I D E , S T A G G E R E D 4 . ( 3 ) 1 4 " Ø x 3 1 2 " S D S A T 1 2 " O . C . , E A C H S I D E , S T A G G E R E D 2-PLY BEAM3-PLY BEAM 11 7/8" OR LESS14 " O R G R E A T E R 11 7/8" OR LESS14 " O R G R E A T E R 2 13 4 5/8" 1 0 " ANCH O R E M B E D M E N T S C H E D U L E ALL-THREAD M I N I M U M B O L T 7/8" 1 8 " M I N I M U M D I S T A N C E T O A N Y 1 - 3 / 4 " 1 - 3 / 4 " ROD DIAMETER E M B E D M E N T E D G E O R S P A C I N G DRILLED H O L E A N D A D H E S I V E APPLICA T I O N P E R MANUFA C T U R E R T O P O F C O N C R E T E C O L D J O I N T O R P O U R S E P A R A T I O N MIN. EDGEDISTANCEEMBEDMENT M I N . E D G E D I S T A N C E EMBEDMENT DO NOT PLACE ALL-THRE A D R O D W I T H I N M I N I M U M E D G E D I S T A N C E T O F R E E INSTALL ALL SYSTEMS AC C O R D I N G T O M A N U F A C T U R E R S R E C O M M E N D A T I O N S . EDGE OF CONCRETE OR A D J A C E N T B O L T S . 3.2.USE HILTI HIT-HY 200 (ICC E S R - 3 1 8 7 ) O R A P P R O V E D E Q U A L . ANCHOR BOLTS MAY BE REPL A C E D W I T H A L L - T H R E A D E P O X Y G R O U T E D B O L T ACCORDING TO THE TABLE AB O V E 1.T21ALTERNATE EPOXY ANCHORAGE FO R " H D " T Y P E H O L D O W N S TDEP N O S C A L E P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 12/13/22 14134 D VID B .P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 1 . 2 1 2 / 1 3 / 2 2 CEDARPOINT TRUCKING METAL BUILDING VENTURE BUILDERS RMSDBPIF22-330 TYPICAL DETAILS 4712 S HWY 191 REXBURG, IDAHO 83440 ... ... ... ... ... ... .... 1 T.O.W.102'-0" A T.O.F.98'-0" 6 0 ° T Y P T . O . W . 1 0 2 ' - 0 " T . O . F . 9 8 ' - 0 " 6 " C O N C R E T E S L A B O N G R A D E W / # 4 A T 2 4 " O . C . E A C H W A Y C E N T E R E D I N S L A B T H I C K N E S S O V E R C O M P A C T E D F I L L . ( S E E G S N ) P R O V I D E S L A B J O I N T S P E R T Y P I C A L D E T A I L W I T H I N 1 6 H O U R S O F B A T C H T I M E F I N I S H F L O O R = 1 0 0 ' - 0 " C O N C R E T E S L A B O N G R A D E F 3 6 F36 F 3 6 F36 2 3 4 5 B J12345 C D E FG A B J C D E FG F36 F 4 2 F 3 6 F78F36 F 4 2 F 3 6 F 7 8 F66 F48 F 6 0 F 3 6 F 6 6 7'-6"16'-0 " 2 ' - 6 " 3 ' - 6 " 1 6 ' - 0 " 6 ' - 6 " 6 ' - 6 " 1 6 ' - 0 " 3 ' - 6 " 2 ' - 6 " 1 6 ' - 0 " 7 ' - 6 " 1 ' - 5 " 1 1 ' - 0 " 2 ' - 7 " 26'-0" 1 7 1 ' - 0 " 26'-0"26'-0" 2 6 ' - 0 " 2 6 ' - 0 " 2 6 ' - 0 " 1 5 ' - 0 " 6" 6"6"6" 6"26'-0"26'-0"26'-0" 2 6 ' - 0 " 2 6 ' - 0 " 2 6 ' - 0 " 1 5 ' - 0 " 7'-6"16'-0 " 2 ' - 6 " 3 ' - 6 " 1 6 ' - 0 " 6 ' - 6 " 6 ' - 6 " 1 6 ' - 0 " 3 ' - 6 " 2 ' - 6 " 1 6 ' - 0 " 7 ' - 6 " 25'-0"25'-0"25'-0"25'-0"100'-0" 25'-0"25'-0"25'-0"25'-0" 50'-6"49'-6" 4'-0"4'-0"60°TYP F 4 2 F 4 2 F42 F 7 8 F 7 8 F664'-0"4'-0" F 4 2 F 4 2 F42 6 0 ° T Y P T.O.F.99'-6"F78T.O.F.99'-6"F78 T.O.F.99'-6" T . O . W . 1 0 2 ' - 0 " T . O . F . 9 9 ' - 6 " 60° TYP F 6 6 12 3 2 3 1 1 1 1 1 1 1 1 1 1 33 2 2 2 22 2 22 2 2 2 2 2 T.O.F.98'-0"1'-212"1'-212"T.O.F.98'-0"F42AF42AF42AF42AF42A2 W F 1 6 / W 1 WF16 / W1 W F 1 6 / W 1 WF16 / W1 WF16 / W1 W F 1 6 / W 1 WF16 / W1 WF16 / W1 W F 1 6 / W 1 WF18 WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18TYP101 TYP 101TYP101 T Y P 1 0 1 10 2 102 1 0 2 1 0 2 1 0 2 1 0 2 1 0 2 1 0 2 1 0 2 S I M 1 0 2 109104104104109 1 0 3 1 0 3 O P P 1 0 3 O P P 1 0 3 1 0 3 1 0 4 S I M 1 0 2 105105 1 0 5 1 0 5 1 0 5 105 105 1 0 5 1 0 5 1 0 5 1 0 4 106 1 0 7 1 0 8 1 0 7 1 0 7 106 106 1 0 4 102 102 102 1021111101111111111116.6.555556.5 55 55555 BBAAAAAAAAAAAAAAAAAAA4 S C A L E : F O U N D A T I O N P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 11/14/22 14134 D VID B .P O R T E R L I C E N SED H E A D E D A N C H O R R O D E M B E D S C H E D U L E D I A M E T E R M I N I M U M E M B E D M E N T ( F R O M T O P O F P I E R / W A L L ) 1 2 " 1 2 " 5 8 " 1 4 " 3 4 " 1 6 " 7 8 " 1 8 " 1 " 2 0 " 1 1 4 " 2 5 " W A L L ( W ) S C H E D U L E M A R K T H I C K N E S S A N D T Y P E V E R T I C A L R E I N F O R C I N G H O R I Z O N T A L R E I N F O R C I N G R E M A R K S W 1 8 " C O N C R E T E # 4 A T 1 8 " O . C . # 4 A T 1 8 " O . C . - - - PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 2 . 0 1 1 / 1 4 / 2 2 CEDARPOINT TRUCKING METAL BUILDING VENTURE BUILDERS RMSDBPIF22-330 FOUNDATION PLAN 4712 S HWY 191 REXBURG, IDAHO 83440 ... ... ... ... ... ... .... A . V E R I F Y A L L D I M E N S I O N S W I T H A L L A R C H I T E C T U R A L D R A W I N G S . B . A L L S C H E D U L E D M A R K D E S I G N A T I O N S M A Y N O T N E C E S S A R I L Y B E F O U N D O N T H I S P L A N . S C H E D U L E S A R E T Y P I C A L T O T H I S P R O J E C T . C . T H E D E P T H O F F O O T I N G D I M E N S I O N I N D I C A T E D I N T H E G . S . N . I S A M I N I M U M . F O U N D A T I O N C O N T R A C T O R S H A L L C O O R D I N A T E W I T H T H E S O I L S R E P O R T A N D O T H E R T R A D E S T O I N S U R E T H A T T H E S E M I N I M U M S A R E S U F F I C I E N T F O R T H E W O R K . S E E T Y P I C A L D E T A I L S F O R A D D I T I O N A L R E Q U I R E M E N T S . D . W 1 , W 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S C O N C R E T E O R M A S O N R Y W A L L S . S E E W A L L S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . E . W F 1 8 , W F 2 4 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A C O N T I N U O U S W A L L F O O T I N G . S E E W A L L F O O T I N G S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . F 3 6 , F 4 8 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A C O N C R E T E F O O T I N G . S E E F O O T I N G S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . G . , , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L ; H A T C H I N G I N W A L L D E S I G N A T E S S H E A R W A L L L E N G T H . H . , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L H O L D O W N . S E E H O L D O W N S C H E D U L E S A N D D E T A I L S F O R A D D I T I O N A L I N F O R M A T I O N . F O U N D A T I O N P L A N N O T E S 1 . V E R I F Y D O O R O P E N I N G W / M E T A L B U I L D I N G M A N U F A C T U R E R D R A W I N G S . 2 . ( 1 ) # 4 x 1 0 ' - 0 " L O N G ( 5 ' - 0 " E A C H L E G ) H A I R P I N . 3 . 2 4 " D I A M E T E R P I E R W / ( 1 2 ) # 5 V E R T I C A L D O W E L S A N D ( 3 ) # 3 T I E S I N T O P 5 " A N D 8 " O . C . R E M A I N D E R , S I M I L A R T O D E T A I L 1 0 4 . 4 . A T T A C H P O S T T O F O U N D A T I O N W / S I M P S O N A B U 6 6 Z P O S T B A S E A N D ( 1 ) 5 8 " x 6 " L O N G T I T A N H D . P L A N K E Y N O T E S X F O O T I N G S C H E D U L E N O T E S : 1 . F O R C O N S T R U C T I O N A B O V E F O O T I N G , S E E D E T A I L S . 2 . F O R M I N I M U M C L E A R A N C E ( C L R ) O F R E I N F O R C I N G , S E E G E N E R A L S T R U C T U R A L N O T E S ( G S N ) . M A R K L E N G T H W I D T H T H I C K N E S S F O O T I N G R E I N F O R C I N G R E M A R K S F 3 6 3 6 " 3 6 " 1 2 " ( 3 ) # 4 E A C H W A Y T O P A N D B O T T O M - - - F 4 2 4 2 " 4 2 " 1 2 " ( 3 ) # 4 E A C H W A Y T O P A N D B O T T O M - - - F 4 2 A 4 2 " 4 2 " 1 0 " ( 4 ) # 4 E A C H W A Y , B O T T O M - - - F 4 8 4 8 " 4 8 " 1 2 " ( 4 ) # 4 E A C H W A Y T O P A N D B O T T O M - - - F 6 0 6 0 " 6 0 " 1 2 " ( 5 ) # 5 E A C H W A Y T O P A N D B O T T O M - - - F 6 6 6 6 " 6 6 " 1 2 " ( 6 ) # 5 E A C H W A Y T O P A N D B O T T O M - - - F 7 8 7 8 " 7 8 " 1 2 " ( 7 ) # 5 E A C H W A Y T O P A N D B O T T O M - - - W F 1 6 C O N T 1 6 " 1 2 " ( 2 ) # 4 C O N T B O T T O M W F 1 8 C O N T 1 8 " 1 0 " ( 2 ) # 4 C O N T B O T T O M S T R I P F O O T I N G M O N O P O U R W / S L A B S H E A R W A L L T Y P E S C H E D U L E N O T E S : 1 . S H E A R W A L L T Y P E S L I S T E D B E L O W A R E N O T J O B S P E C I F I C . S O M E T Y P E S M A Y N O T B E U S E D O N T H E P L A N S . 2 . F R A M I N G M E M B E R S U P P O R T I N G M A T E R I A L S H A L L B E S P A C E D A T 1 6 " O N C E N T E R ( O . C . ) M A X I M U M . 3 . A N C H O R B O L T S T O F O U N D A T I O N S H A L L B E 1 0 " L O N G A N D S H A L L B E E M B E D 7 " I N T O C O N C R E T E . E X P A N S I O N B O L T S O R S H O T P I N S M A Y B E U S E D A T I N T E R I O R W A L L S ( A W A Y F R O M E D G E O F S L A B O R S L A B S T E P - D O W N ) P E R S U P P L E M E N T A L I N S T R U C T I O N S . 4 . A M I N I M U M O F ( 2 ) A N C H O R B O L T S S H A L L B E U S E D O N E A C H B A S E P L A T E P I E C E . P R O V I D E ( 1 ) A N C H O R B O L T M I N I M U M W I T H I N 9 " O F E A C H E N D P I E C E . 5 . P R O V I D E C O N T I N U O U S D O U B L E 2 x T O P P L A T E A T A L L S H E A R W A L L S A N D E X T E R I O R W A L L . U N L E S S N O T E D O T H E R W I S E ( U . N . O . ) , L A P S P L I C E T O P P L A T E A M I N I M U M 4 ' - 0 " W I T H 1 6 d N A I L S S T A G G E R E D A T 2 " O N C E N T E R ( O . C . ) ( ( 2 4 ) 1 6 d N A I L S T O T A L B E T W E E N S P L I C E J O I N T S . ) 6 . P R O V I D E F U L L H E I G H T D O U B L E S T U D S A T E N D S O F S H E A R W A L L S U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . 7 . B L O C K A L L P A N E L E D G E S . E D G E N A I L S H E A T H I N G A T B L O C K E D E D G E S . M A R K S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T O M P L A T E A T T A C H M E N T 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 6 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 6 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 4 8 " O . C . W O O D : 1 6 d S T A G G E R E D A T 6 " O . C . 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 4 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 2 4 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 2 " O . C . W O O D : 1 6 d S T A G G E R E D A T 4 " O . C . 5 6 . S H E A R W A L L H O L D O W N S C H E D U L E N O T E S : 1 . S E E T Y P I C A L D E T A I L S F O R A N C H O R B O L T E M B E D M E N T R E Q U I R E M E N T S . 2 . P O S T S S H O W N O N T H E P L A N S A R A M I N I M U M A S R E Q U I R E D T O S U P P O R T T H E G R A V I T Y L O A D S O F T H E S T R U C T U R E . A D D I T I O N A L S T U D S O R S O L I D P O S T S M A Y B E R E Q U I R E D D E P E N D E N T O N H O L D O W N T Y P E S . M A R K H O L D O W N S H E A R W A L L E N D P O S T U N O O N P L A N A L T E R N A T E H O L D O W N A N C H O R B O L T D I A . S I M P S O N H D U 5 ( 2 ) 2 x S T U D S N / A 5 8 " S I M P S O N H D U 8 ( 2 ) 2 x S T U D S N / A 7 8 " S I M P S O N M S T C 6 6 ( 2 ) 2 x S T U D S N / A N / A A B C 5 6 . 7 A B J12345FGJFG12345 J 1 2 3 4 5 F G J F G 1 2 3 4 5 OPEN OPENOPENGTGT WJ1WJ1WJ1TYPICAL FLOOR SHEATHING:3/4" APA RATED FLOOR SHEATHING W/ 10dCOMMON NAILS AT 6" O.C. AT PANEL EDGES /BOUNDARY AND AT 12" O.C. IN THE FIELD.B1B5B3B2B1B2B2B1B3B1B1B1B1B1B2B1B1B1B1B1B5B1B2B1 1 9 / 3 2 " A P A R A T E D R O O F S H E A T H I N G W / 1 0 d C O M M O N N A I L S A T 6 " O . C . A T P A N E L E D G E S / B O U N D A R Y A N D A T 1 2 " O . C . I N T H E F I E L D . T Y P I C A L R O O F S H E A T H I N G : J12345 F G J F G 1 2 3 4 5 B1B1B1B1B1B1B1 B1B1 T Y P I C A L F L O O R S H E A T H I N G : 3 / 4 " A P A R A T E D F L O O R S H E A T H I N G W / 1 0 d C O M M O N N A I L S A T 6 " O . C . A T P A N E L E D G E S / B O U N D A R Y A N D A T 1 2 " O . C . I N T H E F I E L D . B8B1B1 B 1 B 1 B1 B1 W J 2 B7 WJ2 B2B8 B 6 B 6 B6 B 4 O P E N B7 WJ2 B 7 B 7 B 7 5 5 5 5 5 5 6 . 6. 6 . 5 6.5556. 5 6.6.555556.5 5 55555 WJ3 P 2 P 2 P 2 B1 B1 P 1 P 1 P 2 P 2 B 7 P 2 5 P 2 P 2 P2 B1B1P5P4P1WJ1CP1P1GTP1GTP1P2B1B1P1P1P2P4P4B1B1P1P1P1GTCP3P3 3 323 3 3 323 3 33233P1P1P1P2 P 2 P21 1 1 6 1 1 7 1 1 1 1 7 4410 75554857544B2B1B2B4B2PREFAB FLOOR TRUSSESAT 16" O.C.PREFAB FLOOR TRUSSESAT 16" O.C. P R E F A B T R U S S E S A T 2 4 " O . C . P R E F A B T R U S S E S A T 2 4 " O . C . PREFAB FLOOR TRUSSESAT 16" O.C.PREFAB FLOOR TRUSSESAT 16" O.C.CP5B3P4P4 3 0 4 3 0 3 3 0 3 3 0 4 2 1 3 T Y P 2 0 8 2 1 6 2 0 9 2 0 5 2 1 2 2 1 1 2 0 7 T Y P 2 0 8 2 1 2 T Y P 2 0 8 2 0 7 2 1 6 2 0 9 T Y P 2 0 5 2 1 3 T Y P 2 0 8 215214202203206201209203210204203204209210201202214203206 3 0 1 3 0 2 3 0 5 3 0 2 3 0 1 210 455B4B35P1204P155C B9 B912 B6 B 6 O P E N 1 1 6 P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 12/13/22 14134 D VID B .P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 2 . 1 1 2 / 1 3 / 2 2 CEDARPOINT TRUCKING METAL BUILDING VENTURE BUILDERS RMSDBPIF22-330 FLOOR, LOFT, & ROOF FRAMING PLANS 4712 S HWY 191 REXBURG, IDAHO 83440 ... ... ... ... ... ... .... SCALE:FLOOR FRAMING PLAN1/8" = 1'-0" S C A L E : R O O F F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " WOOD JOIST ( ) SCHEDULEMARKJOISTFACE MOUNT HANGERTOP FLANGE HANGERWJ12x6 AT 12" O.C.LUS26LB26WJ22x12 AT 16" O.C.BA212 (WELD TOSTEEL BEAM)---WJ32x8 AT 16" O.C.LRU28Z (MAX)---WJ F L O O R / R O O F F R A M I N G P L A N N O T E S A . V E R I F Y A L L D I M E N S I O N S W I T H A L L A R C H I T E C T U R A L D R A W I N G S . B . A L L S C H E D U L E D M A R K D E S I G N A T I O N S M A Y N O T N E C E S S A R I L Y B E F O U N D O N T H I S P L A N . S C H E D U L E S A R E T Y P I C A L T O T H I S P R O J E C T . C . I F D O U B L E T O P P L A T E I S N O T C H E D , S T E P P E D O R B R O K E N , P R O V I D E A S I M P S O N M S T C 4 0 S T R A P A T D I S C O N T I N U I T Y . D . T Y P I C A L B E A R I N G W A L L F R A M I N G S H A L L B E 2 x 6 S T U D S A T 1 6 " O . C . U N O . E . P R O V I D E T R I M M E R S T U D S ( T S ) A N D K I N G S T U D S ( K S ) A T O P E N I N G S A S F O L L O W S , U . N . O . : O P E N I N G S 6 ' - 0 " O R L E S S , ( 1 ) T S & ( 1 ) K S , O P E N I N G S 6 ' - 1 " T O 9 ' - 0 " , ( 1 ) T S & ( 2 ) K S , 9 ' - 1 " T O 1 2 ' - 0 " , ( 2 ) T S & ( 3 ) K S . F O R A T T A C H M E N T , S E E " T Y P I C A L H E A D E R C O N N E C T I O N " D E T A I L . F . W A L L S W I T H S O L I D L I N E S D E S I G N A T E D S T R U C T U R A L ( B E A R I N G ) W A L L S . G . W A L L S W I T H D A S H E D L I N E S D E S I G N A T E N O N - S T R U C T U R A L ( N O N - B E A R I N G ) W A L L S . H . , , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L ; H A T C H I N G I N W A L L D E S I G N A T E S S H E A R W A L L L E N G T H . I . , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L H O L D O W N . S E E H O L D O W N S C H E D U L E S A N D D E T A I L S F O R A D D I T I O N A L I N F O R M A T I O N . J . B 1 , B 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A B E A M O R H E A D E R . S E E B E A M S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . K . W J 1 , W J 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A W O O D J O I S T . S E E W O O D J O I S T S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . L . P 1 , P 2 , E T C . A S S H O W N O N P L A N I N D I C A T E S A W O O D P O S T . S E E P O S T S C H E D U L E F O R M O R E I N F O R M A T I O N . M . T I E E A C H R O O F J O I S T A T B E A R I N G L O C A T I O N S W I T H ( 1 ) H 2 . 5 A C L I P , U N O . N . P R O V I D E B U I L T - U P 2 x P O S T S B E L O W E A C H G I R D E R T R U S S , M A T C H G I R D E R T R U S S W I D T H , U . N . O . O . F O R C L A R I T Y , D E T A I L S M A Y S H O W O N L Y O N E S I D E O F F R A M I N G C O N D I T I O N . P . A L L E X T E R I O R W A L L S S H A L L B E C O N S T R U C T E D W I T H T Y P E " 5 " S H E A R W A L L S , U N O . 5 6 . 7 A B P O S T ( P ) S C H E D U L E N O T E S : 1 . F O R C O N N E C T I O N S A T E I T H E R E N D O F P O S T , S E E D E T A I L S . 2 . U N O , S E E G E N E R A L S T R U C T U R A L N O T E S ( G S N ) F O R L U M B E R S P E C I E S A N D G R A D E . M A R K S I Z E S P E C I E S A N D G R A D E C O N N E C T I O N P 1 ( 2 ) 2 x 6 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S P 2 6 x 6 D O U G F I R N O . 1 S E E T Y P I C A L D E T A I L S P 3 ( 3 ) 2 x 4 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S P 4 ( 4 ) 2 x 4 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S P 5 ( 5 ) 2 x 4 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S 1 . A L I G N D O U B L E T R U S S B E L O W S H E A R W A L L A B O V E . 2 . S L A N T E D W A L L T O B E F R A M E D W / 1 1 2 " x 5 1 2 " L S L S T U D S A T 1 2 " O . C . . P R O V I D E ( 2 ) K I N G S T U D S A T O P E N I N G S L E S S T H A N 3 ' - 0 " W I D E A N D ( 3 ) K I N G S T U D S A T O P E N I N G S 3 ' - 1 " - 5 ' - 0 " W I D E . 3 . T O W E R W A L L S T O B E F R A M E D W / 1 3 4 " x 5 1 2 " L V L S T U D S A T 8 " O . C . O R ( 2 ) 1 3 4 " x 5 1 2 " L V L S T U D S A T 1 6 " O . C . . P R O V I D E ( 2 ) K I N G S T U D S A T O P E N I N G S L E S S T H A N 3 ' - 0 " W I D E A N D ( 3 ) K I N G S T U D S A T O P E N I N G S 3 ' - 1 " - 5 ' - 0 " W I D E . 4 . T Y P I C A L I N T E R I O R 4 " W A L L S S H A L L B E F R A M E D W / 2 x 4 S T U D S A T 1 2 " O . C . . 5 . T Y P I C A L I N T E R I O R 6 " W A L L S S H A L L B E F R A M E D W / 2 x 6 S T U D S A T 1 6 " O . C . . 6 . S I M P S O N H U C 6 1 2 H A N G E R . 7 . P O C K E T B E A M I N T O W A L L P E R T Y P I C A L D E T A I L 8 . P R O V I D E ( 2 ) 2 x 6 B L O C K I N G W / L U S 2 6 - 2 H A N G E R S E A C H E N D B E L O W B E A R I N G W A L L A B O V E . 9 . T R U S S M A N U F A C T U R E R T O D E S I G N F L O O R T R U S S E S T O S U P P O R T A D D I T I O N A L P O I N T L O A D ( A S D ) O F D E A D L O A D = 2 0 0 # A N D L I V E L O A D = 1 5 0 # . 1 0 . S I M P S O N H U C 2 6 - 3 H A N G E R ( M A X ) . 1 1 . S I M P S O N H B 6 1 2 H A N G E R , W E L D T O S T E E L B E A M W / ( 4 ) 1 8 " F I L L E T W E L D S P E R M A N U F A C T U R E R ' S I N S T R U C T I O N S . 1 2 . S I M P S O N H G U S 4 1 4 H A N G E R P L A N K E Y N O T E S X B E A M ( B ) S C H E D U L E M A R K S I Z E B 1 ( 2 ) 2 x 1 0 O R 4 x 1 0 O R ( 2 ) 1 3 4 x 7 1 4 L V L B 2 ( 2 ) 1 3 4 x 9 1 2 L V L B 3 ( 2 ) 1 3 4 x 1 1 7 8 L V L B 4 ( 3 ) 1 3 4 x 1 1 7 8 L V L B 5 ( 3 ) 1 3 4 x 1 4 L V L B 6 6 x 1 2 D F S E L E C T S T R U C T U R A L B 7 W 1 2 x 3 0 B 8 ( 3 ) 2 x 6 B 9 ( 2 ) 1 3 4 x 1 8 L V L S C A L E : M E C H A N I C A L L O F T F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " S H E A R W A L L H O L D O W N S C H E D U L E N O T E S : 1 . S E E T Y P I C A L D E T A I L S F O R A N C H O R B O L T E M B E D M E N T R E Q U I R E M E N T S . 2 . P O S T S S H O W N O N T H E P L A N S A R A M I N I M U M A S R E Q U I R E D T O S U P P O R T T H E G R A V I T Y L O A D S O F T H E S T R U C T U R E . A D D I T I O N A L S T U D S O R S O L I D P O S T S M A Y B E R E Q U I R E D D E P E N D E N T O N H O L D O W N T Y P E S . M A R K H O L D O W N S H E A R W A L L E N D P O S T U N O O N P L A N A L T E R N A T E H O L D O W N A N C H O R B O L T D I A . S I M P S O N H D U 5 ( 2 ) 2 x S T U D S N / A 5 8 " S I M P S O N H D U 8 ( 2 ) 2 x S T U D S N / A 7 8 " S I M P S O N M S T C 6 6 ( 2 ) 2 x S T U D S N / A N / A A B C S H E A R W A L L T Y P E S C H E D U L E N O T E S : 1 . S H E A R W A L L T Y P E S L I S T E D B E L O W A R E N O T J O B S P E C I F I C . S O M E T Y P E S M A Y N O T B E U S E D O N T H E P L A N S . 2 . F R A M I N G M E M B E R S U P P O R T I N G M A T E R I A L S H A L L B E S P A C E D A T 1 6 " O N C E N T E R ( O . C . ) M A X I M U M . 3 . A N C H O R B O L T S T O F O U N D A T I O N S H A L L B E 1 0 " L O N G A N D S H A L L B E E M B E D 7 " I N T O C O N C R E T E . E X P A N S I O N B O L T S O R S H O T P I N S M A Y B E U S E D A T I N T E R I O R W A L L S ( A W A Y F R O M E D G E O F S L A B O R S L A B S T E P - D O W N ) P E R S U P P L E M E N T A L I N S T R U C T I O N S . 4 . A M I N I M U M O F ( 2 ) A N C H O R B O L T S S H A L L B E U S E D O N E A C H B A S E P L A T E P I E C E . P R O V I D E ( 1 ) A N C H O R B O L T M I N I M U M W I T H I N 9 " O F E A C H E N D P I E C E . 5 . P R O V I D E C O N T I N U O U S D O U B L E 2 x T O P P L A T E A T A L L S H E A R W A L L S A N D E X T E R I O R W A L L . U N L E S S N O T E D O T H E R W I S E ( U . N . O . ) , L A P S P L I C E T O P P L A T E A M I N I M U M 4 ' - 0 " W I T H 1 6 d N A I L S S T A G G E R E D A T 2 " O N C E N T E R ( O . C . ) ( ( 2 4 ) 1 6 d N A I L S T O T A L B E T W E E N S P L I C E J O I N T S . ) 6 . P R O V I D E F U L L H E I G H T D O U B L E S T U D S A T E N D S O F S H E A R W A L L S U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . 7 . B L O C K A L L P A N E L E D G E S . E D G E N A I L S H E A T H I N G A T B L O C K E D E D G E S . M A R K S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T O M P L A T E A T T A C H M E N T 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 6 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 6 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 4 8 " O . C . W O O D : 1 6 d S T A G G E R E D A T 6 " O . C . 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 4 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 2 4 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 2 " O . C . W O O D : 1 6 d S T A G G E R E D A T 4 " O . C . 5 6 . L a y o u t @ 1 6 " O . C . Layout @ 16" O.C. L C L C F26E F2 6 E F1 6 F6 F2 1 A F2 1 A F22F22 F1 9 G F25G F1 8 G F3 G B O X 1 F24G B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 B P 1 F 1 9 ( 7 ) F 1 8 ( 6 ) F 2 1 ( 5 ) F 8 ( 3 ) F 3 ( 7 ) F 5 ( 4 ) F 4 ( 8 ) F 1 2 ( 4 ) F 1 1 ( 4 ) F 1 0 ( 9 ) F15(4)F14(5) F 9 ( 4 ) F 1 3 ( 5 ) F 7 ( 5 ) 66 F 2 1 ( 5 ) A A A A A A A A A A A A A 11 11 11 1111 11 11 B F 7 ( 4 ) 11 CC D 3-PLY 3- P L Y 2- P L Y 2- P L Y 2-PLYF1(4)F2(4) F 1 7 ( 3 ) F 2 0 ( 9 ) F 1 ( 8 ) F 2 ( 4 ) F 7 A ( 5 ) F 7 B ( 4 ) F23(18) 10 10 10 4-01-00 5- 0 2 - 0 0 4- 0 1 - 0 0 6 - 0 1 - 0 0 CUSTOMER:VENTURE B U I L D E R S JOB I N F O : CEDAR P O I N T T R U C K I N G H Q THORNTON,IDAHO DESIGNER:JIM S L O C U M SALESMAN: W I L B A K E PHONE: ( 2 0 8 ) - 8 7 1 - 5 7 9 6 DATE:12-28-2022 TRUSS L A Y O U T SHIP T O N U M B E R : 228218 JOB N U M B E R : 228218 1 O F 1 F L O O R T R U S S L A Y O U T N. T . S . G E N E R A L N O T E S READ GENERAL NOTES ON COVER SHEET AND INSTRUCTION SHEET OF TRUSS DRAWING PACKAGE TO FAMILIARIZE YOURSELF WITH TRUSS DRAWINGS PRIOR TO HANDLING AND SETTING TRUSSES.ALL INTERIOR WALLS NOT SHOWN AS BEARING ON THIS LAYOUT MUST HAVE A GAP BETWEEN THE TRUSS & THE WALL GREATER THAN 1/32" PER FOOT OF TRUSS SPAN.THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL INFORMATION SHOWN AND TO NOTIFY INTEFRAME COMPONENT COMPANY IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BEARING FOR TRUSSES AS INDICATED ON THIS LAYOUT AND ON THE INDIVIDUAL TRUSS DRAWINGS. REFER TO INDIVIDUAL TRUSS DRAWINGS FOR REQUIRED TRUSS MEMBER PERMANENT BRACING LOCATIONS AND MULTI-PLY TRUSS NAILING SCHEDULES.DO NOT MODIFY TRUSSES WITHOUT APPROVAL FROM INTEFRAME COMPONENTS, LLC.HARDWARE Key M o d e l Q u a n t i t y N a i l s A L U S 4 1 0 7 3 1 0 d B T H A 4 2 6 7 1 0 d C H H U S 2 6 - 2 2 1 6 d D H G U S 2 6 - 3 1 1 6 d E Hardware i s m a n u f a c t u r e d b y S i m p s o n . ( U n l e s s noted o t h e r w i s e ) Note:The i n f o r m a t i o n i n t h i s s c h e d u l e i s d e s i g n e d a n d intended f o r t h e u s e o n l y w i t h t r u s s e s a n d engineered w o o d p r o d u c t s s u p p l i e d b y I n t e F r a m e Components, L L C . ( O t h e r s u p p l i e r s m u s t v e r i f y their o w n d e s i g n s . ) K E Y N O T E S : BE A R I N G W A L L . 10 BE A M B Y O T H E R S . 11 J12345FGJFG12345 J 1 2 3 4 5 F G J F G 1 2 3 4 5 OPEN OPENOPENGTGT WJ1WJ1WJ1TYPICAL FLOOR SHEATHING:3/4" APA RATED FLOOR SHEATHING W/ 10dCOMMON NAILS AT 6" O.C. AT PANEL EDGES /BOUNDARY AND AT 12" O.C. IN THE FIELD.B1B5B3B2B1B2B2B1B3B1B1B1B1B1B2B1B1B1B1B1B1B5B1B2B1 1 9 / 3 2 " A P A R A T E D R O O F S H E A T H I N G W / 1 0 d C O M M O N N A I L S A T 6 " O . C . A T P A N E L E D G E S / B O U N D A R Y A N D A T 1 2 " O . C . I N T H E F I E L D . T Y P I C A L R O O F S H E A T H I N G : J12345 F G J F G 1 2 3 4 5 B1B1B1B1B1B1B1 B1B1 T Y P I C A L F L O O R S H E A T H I N G : 3 / 4 " A P A R A T E D F L O O R S H E A T H I N G W / 1 0 d C O M M O N N A I L S A T 6 " O . C . A T P A N E L E D G E S / B O U N D A R Y A N D A T 1 2 " O . C . I N T H E F I E L D . B8B1B4B1 B 1 B 1 B1 B1 W J 2 B7 WJ2 B2B8 B4 B 6 B6 B 6 B6 B 4 O P E N O P E N B7 WJ2 B 7 B 7 B 7 5 5 5 5 5 5 6 . 6. 6 . 5 6.5556. 5 6.6.555556.5 55 55555PREFAB FLOOR TRUSSESAT 16" O.C.PREFAB FLOOR TRUSSESAT 16" O.C. P R E F A B T R U S S E S A T 2 4 " O . C . P R E F A B T R U S S E S A T 2 4 " O . C . WJ3 P 2 P 2 P 2 B1 B1 P 1 P 1 P 2 P 2 B 7 P 2 5 P 2 P 2 P2 B1B1P5P4P1WJ1CP1P1GTP1GTPREFAB FLOOR TRUSSESAT 16" O.C.P1P2B1 CB1P1P1P2P5P4P4P3B1B1P1P1P1GTCCP3P3PREFAB FLOOR TRUSSESAT 16" O.C.1 3 323 3 3 323 3 33233 1 1 1 2 1 1 7 1 1 1 2 1 1 7 3 0 4 3 0 3 3 0 3 3 0 4 2 1 3 T Y P 2 0 8 2 1 6 2 0 9 2 0 5 2 1 2 2 1 1 2 0 7 T Y P 2 0 8 2 1 2 T Y P 2 0 8 2 0 7 2 1 6 2 0 9 T Y P 2 0 5 2 1 3 T Y P 2 0 8 215214202203206201209204203210210203204209210201202214203206 3 0 1 3 0 2 3 0 5 3 0 2 3 0 1 4410 7P1P1P15556484137P25P2 P 2 P2544 P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 11/14/22 14134 D VID B .P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 2 . 1 1 1 / 1 4 / 2 2 CEDARPOINT TRUCKING METAL BUILDING VENTURE BUILDERS RMSDBPIF22-330 FLOOR, LOFT, & ROOF FRAMING PLANS 4712 S HWY 191 REXBURG, IDAHO 83440 ... ... ... ... ... ... .... SCALE:FLOOR FRAMING PLAN1/8" = 1'-0" S C A L E : R O O F F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " WOOD JOIST ( ) SCHEDULEMARKJOISTFACE MOUNT HANGERTOP FLANGE HANGERWJ12x6 AT 12" O.C.LUS26LB26WJ22x12 AT 16" O.C.BA212 (WELD TOSTEEL BEAM)---WJ32x8 AT 16" O.C.LRU28Z (MAX)---WJ F L O O R / R O O F F R A M I N G P L A N N O T E S A . V E R I F Y A L L D I M E N S I O N S W I T H A L L A R C H I T E C T U R A L D R A W I N G S . B . A L L S C H E D U L E D M A R K D E S I G N A T I O N S M A Y N O T N E C E S S A R I L Y B E F O U N D O N T H I S P L A N . S C H E D U L E S A R E T Y P I C A L T O T H I S P R O J E C T . C . I F D O U B L E T O P P L A T E I S N O T C H E D , S T E P P E D O R B R O K E N , P R O V I D E A S I M P S O N M S T C 4 0 S T R A P A T D I S C O N T I N U I T Y . D . T Y P I C A L B E A R I N G W A L L F R A M I N G S H A L L B E 2 x 6 S T U D S A T 1 6 " O . C . U N O . E . P R O V I D E T R I M M E R S T U D S ( T S ) A N D K I N G S T U D S ( K S ) A T O P E N I N G S A S F O L L O W S , U . N . O . : O P E N I N G S 6 ' - 0 " O R L E S S , ( 1 ) T S & ( 1 ) K S , O P E N I N G S 6 ' - 1 " T O 9 ' - 0 " , ( 1 ) T S & ( 2 ) K S , 9 ' - 1 " T O 1 2 ' - 0 " , ( 2 ) T S & ( 3 ) K S . F O R A T T A C H M E N T , S E E " T Y P I C A L H E A D E R C O N N E C T I O N " D E T A I L . F . W A L L S W I T H S O L I D L I N E S D E S I G N A T E D S T R U C T U R A L ( B E A R I N G ) W A L L S . G . W A L L S W I T H D A S H E D L I N E S D E S I G N A T E N O N - S T R U C T U R A L ( N O N - B E A R I N G ) W A L L S . H . , , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L ; H A T C H I N G I N W A L L D E S I G N A T E S S H E A R W A L L L E N G T H . I . , , - A S S H O W N O N P L A N I N D I C A T E S A S H E A R W A L L H O L D O W N . S E E H O L D O W N S C H E D U L E S A N D D E T A I L S F O R A D D I T I O N A L I N F O R M A T I O N . J . B 1 , B 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A B E A M O R H E A D E R . S E E B E A M S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . K . W J 1 , W J 2 , E T C . - A S S H O W N O N P L A N I N D I C A T E S A W O O D J O I S T . S E E W O O D J O I S T S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . L . P 1 , P 2 , E T C . A S S H O W N O N P L A N I N D I C A T E S A W O O D P O S T . S E E P O S T S C H E D U L E F O R M O R E I N F O R M A T I O N . M . T I E E A C H R O O F J O I S T A T B E A R I N G L O C A T I O N S W I T H ( 1 ) H 2 . 5 A C L I P , U N O . N . P R O V I D E B U I L T - U P 2 x P O S T S B E L O W E A C H G I R D E R T R U S S , M A T C H G I R D E R T R U S S W I D T H , U . N . O . O . F O R C L A R I T Y , D E T A I L S M A Y S H O W O N L Y O N E S I D E O F F R A M I N G C O N D I T I O N . P . A L L E X T E R I O R W A L L S S H A L L B E C O N S T R U C T E D W I T H T Y P E " 5 " S H E A R W A L L S , U N O . 5 6 . 7 A B P O S T ( P ) S C H E D U L E N O T E S : 1 . F O R C O N N E C T I O N S A T E I T H E R E N D O F P O S T , S E E D E T A I L S . 2 . U N O , S E E G E N E R A L S T R U C T U R A L N O T E S ( G S N ) F O R L U M B E R S P E C I E S A N D G R A D E . M A R K S I Z E S P E C I E S A N D G R A D E C O N N E C T I O N P 1 ( 2 ) 2 x 6 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S P 2 6 x 6 D O U G F I R N O . 1 S E E T Y P I C A L D E T A I L S P 3 ( 3 ) 2 x 4 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S P 4 ( 4 ) 2 x 4 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S P 5 ( 5 ) 2 x 4 D O U G F I R N O . 2 S E E T Y P I C A L D E T A I L S 1 . A L I G N D O U B L E T R U S S B E L O W S H E A R W A L L A B O V E . 2 . S L A N T E D W A L L T O B E F R A M E D W / 1 1 2 " x 5 1 2 " L S L S T U D S A T 1 2 " O . C . . P R O V I D E ( 2 ) K I N G S T U D S A T O P E N I N G S L E S S T H A N 3 ' - 0 " W I D E A N D ( 3 ) K I N G S T U D S A T O P E N I N G S 3 ' - 1 " - 5 ' - 0 " W I D E . 3 . T O W E R W A L L S T O B E F R A M E D W / 1 3 4 " x 5 1 2 " L V L S T U D S A T 8 " O . C . O R ( 2 ) 1 3 4 " x 5 1 2 " L V L S T U D S A T 1 6 " O . C . . P R O V I D E ( 2 ) K I N G S T U D S A T O P E N I N G S L E S S T H A N 3 ' - 0 " W I D E A N D ( 3 ) K I N G S T U D S A T O P E N I N G S L E S S 3 ' - 1 " - 5 ' - 0 " W I D E . 4 . T Y P I C A L I N T E R I O R 4 " W A L L S S H A L L B E F R A M E D W / 2 x 4 S T U D S A T 1 2 " O . C . . 5 . T Y P I C A L I N T E R I O R 6 " W A L L S S H A L L B E F R A M E D W / 2 x 6 S T U D S A T 1 6 " O . C . . 6 . W A L L F R A M I N G S H A L L B E 2 x 4 S T U D S A T 8 " O . C . . 7 . P O C K E T B E A M I N T O W A L L P E R T Y P I C A L D E T A I L 8 . P R O V I D E ( 2 ) 2 x 6 B L O C K I N G W / L U S 2 6 - 2 H A N G E R S E A C H E N D B E L O W B E A R I N G W A L L A B O V E . 9 . T R U S S M A N U F A C T U R E R T O D E S I G N F L O O R T R U S S E S T O S U P P O R T A D D I T I O N A L P O I N T L O A D ( A S D ) O F D E A D L O A D = 2 0 0 # A N D L I V E L O A D = 1 5 0 # . 1 0 . S I M P S O N H U C 2 6 - 3 H A N G E R ( M A X ) . 1 1 . S I M P S O N H B 6 1 2 H A N G E R , W E L D T O S T E E L B E A M W / ( 4 ) 1 8 " F I L L E T W E L D S P E R M A N U F A C T U R E R ' S I N S T R U C T I O N S . 1 2 . S I M P S O N H U C 6 1 2 H A N G E R . 1 3 . A T T A C H B E A M T O P O S T W / S I M P S O N P C 6 Z P O S T C A P . P L A N K E Y N O T E S X B E A M ( B ) S C H E D U L E M A R K S I Z E B 1 ( 2 ) 2 x 1 0 O R 4 x 1 0 O R ( 2 ) 1 3 4 x 7 1 4 L V L B 2 ( 2 ) 1 3 4 x 9 1 2 L V L B 3 ( 2 ) 1 3 4 x 1 1 7 8 L V L B 4 ( 3 ) 1 3 4 x 1 1 7 8 L V L B 5 ( 3 ) 1 3 4 x 1 4 L V L B 6 6 x 1 2 D F S E L E C T S T R U C T U R A L B 7 W 1 2 x 3 0 B 8 ( 3 ) 2 x 6 SC A L E : M E C H A N I C A L L O F T F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " S H E A R W A L L H O L D O W N S C H E D U L E N O T E S : 1 . S E E T Y P I C A L D E T A I L S F O R A N C H O R B O L T E M B E D M E N T R E Q U I R E M E N T S . 2 . P O S T S S H O W N O N T H E P L A N S A R A M I N I M U M A S R E Q U I R E D T O S U P P O R T T H E G R A V I T Y L O A D S O F T H E S T R U C T U R E . A D D I T I O N A L S T U D S O R S O L I D P O S T S M A Y B E R E Q U I R E D D E P E N D E N T O N H O L D O W N T Y P E S . M A R K H O L D O W N S H E A R W A L L E N D P O S T U N O O N P L A N A L T E R N A T E H O L D O W N A N C H O R B O L T D I A . S I M P S O N H D U 5 ( 2 ) 2 x S T U D S N / A 5 8 " S I M P S O N H D U 8 ( 2 ) 2 x S T U D S N / A 7 8 " S I M P S O N M S T C 6 6 ( 2 ) 2 x S T U D S N / A N / A A B C S H E A R W A L L T Y P E S C H E D U L E N O T E S : 1 . S H E A R W A L L T Y P E S L I S T E D B E L O W A R E N O T J O B S P E C I F I C . S O M E T Y P E S M A Y N O T B E U S E D O N T H E P L A N S . 2 . F R A M I N G M E M B E R S U P P O R T I N G M A T E R I A L S H A L L B E S P A C E D A T 1 6 " O N C E N T E R ( O . C . ) M A X I M U M . 3 . A N C H O R B O L T S T O F O U N D A T I O N S H A L L B E 1 0 " L O N G A N D S H A L L B E E M B E D 7 " I N T O C O N C R E T E . E X P A N S I O N B O L T S O R S H O T P I N S M A Y B E U S E D A T I N T E R I O R W A L L S ( A W A Y F R O M E D G E O F S L A B O R S L A B S T E P - D O W N ) P E R S U P P L E M E N T A L I N S T R U C T I O N S . 4 . A M I N I M U M O F ( 2 ) A N C H O R B O L T S S H A L L B E U S E D O N E A C H B A S E P L A T E P I E C E . P R O V I D E ( 1 ) A N C H O R B O L T M I N I M U M W I T H I N 9 " O F E A C H E N D P I E C E . 5 . P R O V I D E C O N T I N U O U S D O U B L E 2 x T O P P L A T E A T A L L S H E A R W A L L S A N D E X T E R I O R W A L L . U N L E S S N O T E D O T H E R W I S E ( U . N . O . ) , L A P S P L I C E T O P P L A T E A M I N I M U M 4 ' - 0 " W I T H 1 6 d N A I L S S T A G G E R E D A T 2 " O N C E N T E R ( O . C . ) ( ( 2 4 ) 1 6 d N A I L S T O T A L B E T W E E N S P L I C E J O I N T S . ) 6 . P R O V I D E F U L L H E I G H T D O U B L E S T U D S A T E N D S O F S H E A R W A L L S U N L E S S N O T E D O T H E R W I S E O N P L A N S O R D E T A I L S . 7 . B L O C K A L L P A N E L E D G E S . E D G E N A I L S H E A T H I N G A T B L O C K E D E D G E S . M A R K S H E A T H I N G M A T E R I A L E D G E N A I L I N G F I E L D N A I L I N G B O T T O M P L A T E A T T A C H M E N T 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 6 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 6 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 4 8 " O . C . W O O D : 1 6 d S T A G G E R E D A T 6 " O . C . 7 1 6 " A P A R A T E D S H E A T H I N G ( B L O C K E D ) O N E S I D E O F W A L L 8 d C O M M O N A T 4 " O . C . 8 d C O M M O N A T 1 2 " O . C . C O N C R E T E : 1 2 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 2 4 " O . C . C O N C R E T E : 5 8 " Ø A . B . W / 1 4 " x 3 " x 3 " P L A T E W A S H E R S A T 3 2 " O . C . W O O D : 1 6 d S T A G G E R E D A T 4 " O . C . 5 6 . K E Y N O T E S : 1 . P R E - E N G I N E E R E D B U I L D I N G B E Y O N D 2 . C O N C R E T E S T E M W A L L , S E E P L A N 3 . S I D E W A L K , P A V E M E N T , O R F I N I S H G R A D E P E R A R C H 4 . M I N I M U M F O O T I N G D E P T H , S E E G S N 5 . C O N C R E T E F O O T I N G , S E E P L A N 6 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 7 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 8 . # 4 B E N T D O W E L A T 1 8 " O . C . 1 0 2 P R E - E N G I N E E R E D B U I L D I N G A T C O N C R E T E F O O T I N G C S _ M B 1 0 2 N O S C A L E 3 " C L R 3" CLR 1 5 6 7 8 3 2 3 4 1 8 " 1 8 " K E Y N O T E S : 1 . P R E - E N G I N E E R E D C O L U M N , S E E P L A N 2 . A N C H O R B O L T S W / N U T A T B O T T O M 3 . S I D E W A L K , P A V E M E N T , O R F I N I S H G R A D E P E R A R C H 4 . M I N I M U M F O O T I N G D E P T H , S E E G S N 5 . C O N C R E T E F O O T I N G A N D C O N C R E T E S T E M W A L L B E Y O N D , C O N T R E I N F O R C E M E N T T R O U G H P I E R ( N O T S H O W N F O R C L A R I T Y ) 6 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 7 . C O N C R E T E F O O T I N G , S E E P L A N 8 . C O N C R E T E P I E R W / ( 6 ) # 5 H O O K E D D O W E L S A N D ( 3 ) # 3 T I E S I N T O P 5 " A N D A T 8 " O . C . R E M A I N D E R 9 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 1 0 3 P R E - E N G I N E E R E D C O L U M N A T C O N C R E T E F O O T I N G C S _ M B 1 0 3 N O S C A L E 3 " C L R 3" CLR 7 6 3 9 3 " M I N 3 1 2 8 5 4 K E Y N O T E S : 1 . P R E - E N G I N E E R E D C O L U M N , S E E P L A N 2 . S I D E W A L K , P A V E M E N T , O R F I N I S H G R A D E P E R A R C H 3 . C O N C R E T E S T E M W A L L B E Y O N D , C O N T R E I N F O R C E M E N T T R O U G H P I E R ( N O T S H O W N F O R C L A R I T Y ) 4 . M I N I M U M F O O T I N G D E P T H , S E E G S N 5 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 6 . C O N C R E T E F O O T I N G , S E E P L A N 7 . 1 8 " Ø C O N C R E T E P I E R W / ( 8 ) # 5 H O O K E D D O W E L S A N D ( 3 ) # 3 T I E S I N T O P 5 " A N D A T 8 " O . C . R E M A I N D E R 8 . C E N T E R L I N E O F S T E E L C O L U M N & F O O T I N G 9 . H A I R P I N A S O C C U R S , S E E P L A N 1 0 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 1 1 . A N C H O R B O L T S W / N U T A T B O T T O M 1 0 4 P R E - E N G I N E E R E D C O L U M N A T C O N C R E T E F O O T I N G N O S C A L E 3 " C L R 3" CLR 5 3 1 0 7 9 2 2 1 8 1 1 4 6 1 0 5 P R E - E N G I N E E R E D C O L U M N A T C O N C R E T E F O O T I N G C S _ M B 1 1 8 N O S C A L E K E Y N O T E S : 1 . P R E - E N G I N E E R E D C O L U M N , S E E P L A N 2 . A N C H O R B O L T S W / N U T A T B O T T O M 3 . S I D E W A L K , P A V E M E N T , O R F I N I S H G R A D E P E R A R C H 4 . M I N I M U M F O O T I N G D E P T H , S E E G S N 5 . C O N C R E T E F O O T I N G & C O N C R E T E S T E M W A L L B E Y O N D C O N T R E I N F O R C I N G T H R O U G H P I E R ( N O T S H O W N F O R C L A R I T Y ) 6 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 7 . C O N C R E T E F O O T I N G , S E E P L A N 8 . C O N C R E T E P I E R W / ( 6 ) # 5 H O O K E D D O W E L S A N D ( 3 ) # 3 T I E S I N T O P 5 " A N D A T 8 " O . C . R E M A I N D E R 9 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 1 0 . H A I R P I N A S O C C U R S , S E E P L A N 3 " C L R 3" CLR 3 " M I N 7 6 3 1 0 3 1 2 8 9 4 5 K E Y N O T E S : 1 . P R E - E N G I N E E R E D B U I L D I N G 2 . C O N C R E T E S T E M W A L L , S E E P L A N 3 . S I D E W A L K , P A V E M E N T , O R F I N I S H G R A D E P E R A R C H 4 . M I N I M U M F O O T I N G D E P T H , S E E G S N 5 . C O N C R E T E F O O T I N G , S E E P L A N 6 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 7 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 1 0 1 P R E - E N G I N E E R E D B U I L D I N G A T C O N C R E T E F O O T I N G C S _ M B 1 0 1 N O S C A L E 3 " C L R 3" CLR 1 5 6 7 3 3 2 4 1 0 6 T Y P I C A L S T E E L C O L U M N A T F O U N D A T I O N N O S C A L E 1 2 3 5 1 K E Y N O T E S : 1 . P R E - E N G I N E E R E D C O L U M N , S E E P L A N 2 . C O N C R E T E F O O T I N G , S E E P L A N 3 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 4 . C O N C R E T E C L O S U R E P O U R , P O U R A F T E R D E A D L O A D S A R E I N P L A C E 5 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 6 . T H I C K E N F O O T I N G A S R E Q U I R E D F O R A N C H O R B O L T E M B E D M E N T 4 4 P L A N A A 3 " C L R 3" CLR 6 N O T E : A . T R O W E L T H E T O P O F F O O T I N G S M O O T H A N D P R O V I D E S L I P B A R R I E R B E T W E E N T H E F O O T I N G A N D T H E S L A B K E Y N O T E S : 1 . P R E - E N G I N E E R E D C O L U M N , S E E P L A N 2 . A N C H O R B O L T S W / N U T A T B O T T O M 3 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 4 . C O N C R E T E P I E R W / ( 6 ) # 5 H O O K E D D O W E L S A N D ( 3 ) # 3 T I E S I N T O P 5 " A N D A T 8 " O . C . R E M A I N D E R 5 . C O N C R E T E F O O T I N G A N D C O N C R E T E S T E M W A L L B E Y O N D , C O N T R E I N F O R C E M E N T T R O U G H P I E R ( N O T S H O W N F O R C L A R I T Y ) 6 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 7 . C O N C R E T E F O O T I N G , S E E P L A N 1 0 7 P R E - E N G I N E E R E D C O L U M N A T C O N C R E T E F O O T I N G N O S C A L E 3 " C L R 3" CLR 7 6 3 3 " M I N 1 2 4 5 N O T E : A . T R O W E L T H E T O P O F F O O T I N G S M O O T H A N D P R O V I D E S L I P B A R R I E R B E T W E E N T H E F O O T I N G A N D T H E S L A B 3 K E Y N O T E S : 1 . P R E - E N G I N E E R E D B U I L D I N G 2 . C O N C R E T E S T E M W A L L , S E E P L A N 3 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 4 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 5 . C O N C R E T E F O O T I N G , S E E P L A N 108PRE-ENGINEERED BUILDING AT CON C R E T E F O O T I N G N O S C A L E 3 " C L R 3" CLR 1 54 3 2 3 K E Y N O T E S : 1 . P R E - E N G I N E E R E D C O L U M N , S E E P L A N 2 . A N C H O R B O L T S W / N U T A T B O T T O M 3 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 4 . M I N I M U M F O O T I N G D E P T H , S E E G S N 5 . C O N C R E T E F O O T I N G , S E E P L A N 6 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 7 . 1 2 " x 1 7 " C O N C R E T E P I E R W / ( 8 ) # 5 H O O K E D D O W E L S A N D ( 3 ) # 3 T I E S I N T O P 5 " A N D A T 8 " O . C . R E M A I N D E R 109PRE-ENGINEERED COLUMN AT CONC R E T E F O O T I N G N O S C A L E 3 " C L R 3" CLR 5 6 7 1 2 4 3 3 K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . C O N T 2 x P T S O L E P L A T E W / 5 " L O N G T I T E N H D , D I A M E T E R A N D S P A C I N G P E R S H E A R W A L L S C H E D U L E 3 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 4 . C O N C R E T E F O O T I N G , S E E P L A N 5 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 6 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 3 " C L R 3" CLR 7 6 5 1243110WOOD STUD WALL AT FOUNDATION N O S C A L E K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . C O N T 2 x P T S O L E P L A T E W / O . 1 4 5 " Ø M I N S H O T P I N A T 3 2 " O . C . 3 . C O N C R E T E S L A B O N G R A D E , S E E P L A N 4 . C O N C R E T E F O O T I N G , S E E P L A N 5 . C O M P A C T E D S U B - G R A D E B E L O W F O O T I N G , S E E P L A N 3 " C L R 3" CLR 5 1243111WOOD STUD WALL AT FOUNDATIONCW_S108 N O S C A L E P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 11/14/22 14134 D VID B .P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 3 . 0 1 1 / 1 4 / 2 2 CEDARPOINT TRUCKING METAL BUILDING VENTURE BUILDERS RMSDBPIF22-330 FOUNDATION DETAILS 4712 S HWY 191 REXBURG, IDAHO 83440 ... ... ... ... ... ... .... K E Y N O T E S : 1 . W O O D T R U S S W / ( 2 ) 1 6 d N A I L S , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . F U L L - H E I G H T B L O C K I N G W / A 3 5 C L I P B E T W E E N E A C H T R U S S 7 . F L O O R S H E A T H I N G , S E E P L A N 8 . B O U N D A R Y N A I L I N G , S E E P L A N 9 . C O N T 2 x B O T T O M P L A T E , A T T A C H P E R S H E A R W A L L S C H E D U L E 2 0 1 W O O D T R U S S A T W O O D S T U D W A L L N O S C A L E 1 3 2 5 6 4 7 8 K E Y N O T E S : 1 . W O O D T R U S S W / ( 2 ) 1 6 d N A I L S , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . C O N T 2 x 8 R I B B O N B O A R D T O R E C E I V E E D G E N A I L I N G 6 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . F L O O R S H E A T H I N G , S E E P L A N 2 0 2 W O O D T R U S S A T W O O D S T U D W A L L N O S C A L E 1 2 3 4 7 5 8 6 K E Y N O T E S : 1 . W O O D T R U S S , S E E P L A N 2 . S I M P S O N H 2 A C L I P A T E A C H S T U D 3 . 2 x B L O C K B E T W E E N E A C H S T U D 4 . W O O D S T U D W A L L , S E E P L A N 5 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 6 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 . C O N T 2 x 6 L E D G E W / ( 2 ) 1 6 d N A I L S A T E A C H S T U D 8 . B O U N D A R Y N A I L I N G , S E E P L A N 9 . 2 x 6 B L O C K I N G A T 1 2 " O . C . 1 0 . F L O O R S H E A T H I N G , S E E P L A N 1 1 . ( 5 ) 1 0 d N A I L S I N T O B L O C K I N G 2 0 3 W O O D T R U S S A T W O O D S T U D W A L L N O S C A L E 1 3 4 6 5 8 7 9 1 0 2 1 1 2 0 4 W O O D T R U S S A T W O O D B E A M W W _ F T 2 2 1 N O S C A L E K E Y N O T E S : 1 . W O O D T R U S S W / H A N G E R , S E E P L A N 2 . W O O D B E A M , S E E P L A N 3 . F L O O R S H E A T H I N G , S E E P L A N 4 . B O U N D A R Y N A I L I N G , S E E P L A N 5 . C O N T S O L I D B L O C K I N G A S R E Q U I R E D 1 3 2 1 4 5 K E Y N O T E S : 1 . W O O D J O I S T W / H A N G E R , S E E P L A N 2 . S T E E L B E A M , S E E P L A N 3 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . W O O D S T U D W A L L , S E E P L A N 6 . C O N T 2 x B O T T O M P L A T E , A T T A C H P E R S H E A R W A L L S C H E D U L E 7 . F L O O R S H E A T H I N G , S E E P L A N 2 0 5 W O O D J O I S T A T S T E E L B E A M N O S C A L E 1 4 5 6 7 2 3 2 0 6 W O O D J O I S T A T W O O D S T U D W A L L N O S C A L E K E Y N O T E S : 1 . W O O D J O I S T W / H A N G E R , S E E P L A N 2 . ( 2 ) 2 x 6 C O N T L E D G E R W / ( 2 ) 6 " L O N G S I M P S O N S D W S S C R E W S 3 . F L O O R S H E A T H I N G , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . W O O D S T U D W A L L , S E E P L A N 6 . B O U N D A R Y N A I L I N G , S E E P L A N 7 . S I M P S O N H 2 A C L I P A T E V E R Y S T U D 8 . G I R D E R T R U S S , S E E P L A N 9 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 1 3 4 6 5 2 5 3 4 9 9 7 8 K E Y N O T E S : 1 . S T E E L B E A M , S E E P L A N 2 . S T E E L B E A M S H E A R P L A T E , S E E T Y P I C A L S H E A R P L A T E C O N N E C T I O N D E T A I L 1 1 2 2 0 7 S T E E L B E A M A T S T E E L B E A M N O S C A L E N O T E S : A . S E E C O R R E S P O N D I N G D E T A I L S F O R A D D I T I O N A L I N F O R M A T I O N 2 0 8 S T E E L B E A M A T W O O D P O S T N O S C A L E K E Y N O T E S : 1 . S T E E L B E A M , S E E P L A N 2 . W O O D P O S T , S E E P L A N 3 . ( 6 ) 1 4 " Ø x 6 " L O N G S D S S C R E W S 4 . 1 4 " T H I C K W E B S T I F F E N E R E A C H S I D E O F S T E E L B E A M N O T E S : A . S E E C O R R E S P O N D I N G D E T A I L S F O R A D D I T I O N A L I N F O R M A T I O N 1 2 3 4 3 / 1 6 3 / 1 6 K E Y N O T E S : 1 . W O O D T R U S S W / ( 2 ) 1 6 d N A I L S , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . F U L L - H E I G H T B L O C K I N G W / A 3 5 C L I P B E T W E E N E A C H T R U S S 7 . F L O O R S H E A T H I N G , S E E P L A N 8 . B O U N D A R Y N A I L I N G , S E E P L A N 209WOOD TRUSS AT WOOD STUD WALLWW_FT218 N O S C A L E 132 5 6 4 7 8 K E Y N O T E S : 1 . W O O D T R U S S W / ( 2 ) 1 6 d N A I L S , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . F L O O R S H E A T H I N G , S E E P L A N 5 . B O U N D A R Y N A I L I N G , S E E P L A N 6 . 2 x B L O C K B E T W E E N E A C H T R U S S 210WOOD TRUSS AT WOOD STUD WALL N O S C A L E 132 4 5 K E Y N O T E S : 1 . W O O D J O I S T , S E E P L A N 2 . 2 x B L O C K I N G A T 2 4 " O . C . 3 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 4 . W O O D S T U D W A L L , S E E P L A N 5 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 6 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 . C O N T R I M J O I S T 8 . B O U N D A R Y N A I L I N G , S E E P L A N 9 . N O N - S T R U C T U R A L W A L L A S O C C U R S 1 0 . ( 4 ) 1 0 d N A I L S I N T O E A C H B L O C K 1 1 . F L O O R S H E A T H I N G , S E E P L A N 212WOOD JOIST AT WOOD STUD WALL N O S C A L E 1 3 4 65 8 7 911210 N O T E S : A . N O W A L L S H E A T H I N G S P L I C E B E T W E E N R I M B O A R D A N D T O P P L A T E , I F S H E A T H I N G B R E A K S P R O V I D E A 3 5 C L I P A T E A C H J O I S T 213WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.CONT 2x LEDGER W/ (4) 16d NAILS AT EACHSTUD3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.(4) 10d NAILS INTO EACH BLOCK8.2x BLOCKING AT 24" O.C.1 3 4652 K E Y N O T E S : 1 . W O O D J O I S T , S E E P L A N 2 . S T E E L B E A M , S E E P L A N 3 . N O N - S T R U C T U R A L W A L L A S O C C U R S 4 . F L O O R S H E A T H I N G , S E E P L A N 211WOOD JOIST AT WOOD BEAM N O S C A L E 1 342 78214WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.(2) 2x6 CONT LEDGER W/ (2) 6" LONGSIMPSON SDWS SCREWS3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.SIMPSON H2A CLIP AT EVERY STUD8.EDGE NAILING, SEE SHEARWALLSCHEDULE9.WOOD TRUSS W/ (2) 16d NAILS, SEE PLAN10.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL11.CONT 2x8 RIBBON BOARD TO RECEIVEEDGE NAILING9105 611134 6 5287215WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.(2) 2x6 CONT LEDGER W/ (2) 6" LONGSIMPSON SDWS SCREWS3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.SIMPSON H2A CLIP AT EVERY STUD8.EDGE NAILING, SEE SHEARWALLSCHEDULE9.WOOD TRUSS W/ HANGER, SEE PLAN10.WOOD BEAM, SEE PLAN6134 6 5287910KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.STEEL BEAM, SEE PLAN3.NON-STRUCTURAL WALL AS OCCURS4.FLOOR SHEATHING, SEE PLAN216WOOD JOIST AT STEEL BEAMNO SCALE 1 392 P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 12/13/22 14134 D VID B .P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 4 . 0 1 2 / 1 3 / 2 2 CEDARPOINT TRUCKING METAL BUILDING VENTURE BUILDERS RMSDBPIF22-330 FLOOR FRAMING DETAILS 4712 S HWY 191 REXBURG, IDAHO 83440 ... ... ... ... ... ... .... K E Y N O T E S : 1 . W O O D T R U S S W / ( 2 ) 1 6 d N A I L S , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . F U L L - H E I G H T B L O C K I N G W / A 3 5 C L I P B E T W E E N E A C H T R U S S 7 . F L O O R S H E A T H I N G , S E E P L A N 8 . B O U N D A R Y N A I L I N G , S E E P L A N 9 . C O N T 2 x B O T T O M P L A T E , A T T A C H P E R S H E A R W A L L S C H E D U L E 2 0 1 W O O D T R U S S A T W O O D S T U D W A L L N O S C A L E 1 3 2 5 6 4 7 8 K E Y N O T E S : 1 . W O O D T R U S S W / ( 2 ) 1 6 d N A I L S , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . C O N T 2 x 8 R I B B O N B O A R D T O R E C E I V E E D G E N A I L I N G 6 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . F L O O R S H E A T H I N G , S E E P L A N 2 0 2 W O O D T R U S S A T W O O D S T U D W A L L N O S C A L E 1 2 3 4 7 5 8 6 K E Y N O T E S : 1 . W O O D T R U S S , S E E P L A N 2 . S I M P S O N H 2 A C L I P A T E A C H S T U D 3 . 2 x B L O C K B E T W E E N E A C H S T U D 4 . W O O D S T U D W A L L , S E E P L A N 5 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 6 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 . C O N T 2 x 6 L E D G E W / ( 2 ) 1 6 d N A I L S A T E A C H S T U D 8 . B O U N D A R Y N A I L I N G , S E E P L A N 9 . 2 x 6 B L O C K I N G A T 1 2 " O . C . 1 0 . F L O O R S H E A T H I N G , S E E P L A N 1 1 . ( 5 ) 1 0 d N A I L S I N T O B L O C K I N G 2 0 3 W O O D T R U S S A T W O O D S T U D W A L L N O S C A L E 1 3 4 6 5 8 7 9 1 0 2 1 1 2 0 4 W O O D T R U S S A T W O O D B E A M W W _ F T 2 2 1 N O S C A L E K E Y N O T E S : 1 . W O O D T R U S S W / H A N G E R , S E E P L A N 2 . W O O D B E A M , S E E P L A N 3 . F L O O R S H E A T H I N G , S E E P L A N 4 . B O U N D A R Y N A I L I N G , S E E P L A N 5 . C O N T S O L I D B L O C K I N G A S R E Q U I R E D 1 3 2 1 4 5 K E Y N O T E S : 1 . W O O D J O I S T W / H A N G E R , S E E P L A N 2 . S T E E L B E A M , S E E P L A N 3 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . W O O D S T U D W A L L , S E E P L A N 6 . C O N T 2 x B O T T O M P L A T E , A T T A C H P E R S H E A R W A L L S C H E D U L E 7 . F L O O R S H E A T H I N G , S E E P L A N 2 0 5 W O O D J O I S T A T S T E E L B E A M N O S C A L E 1 4 5 6 7 2 3 2 0 6 W O O D J O I S T A T W O O D S T U D W A L L N O S C A L E K E Y N O T E S : 1 . W O O D J O I S T W / H A N G E R , S E E P L A N 2 . ( 2 ) 2 x 6 C O N T L E D G E R W / ( 2 ) 6 " L O N G S I M P S O N S D W S S C R E W S 3 . F L O O R S H E A T H I N G , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . W O O D S T U D W A L L , S E E P L A N 6 . B O U N D A R Y N A I L I N G , S E E P L A N 7 . S I M P S O N H 2 A C L I P A T E V E R Y S T U D 8 . G I R D E R T R U S S , S E E P L A N 9 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 1 3 4 6 5 2 5 3 4 9 9 7 8 K E Y N O T E S : 1 . S T E E L B E A M , S E E P L A N 2 . S T E E L B E A M S H E A R P L A T E , S E E T Y P I C A L S H E A R P L A T E C O N N E C T I O N D E T A I L 1 1 2 2 0 7 S T E E L B E A M A T S T E E L B E A M N O S C A L E N O T E S : A . S E E C O R R E S P O N D I N G D E T A I L S F O R A D D I T I O N A L I N F O R M A T I O N 2 0 8 S T E E L B E A M A T W O O D P O S T N O S C A L E K E Y N O T E S : 1 . S T E E L B E A M , S E E P L A N 2 . W O O D P O S T , S E E P L A N 3 . ( 6 ) 1 4 " Ø x 6 " L O N G S D S S C R E W S 4 . 1 4 " T H I C K W E B S T I F F E N E R E A C H S I D E O F S T E E L B E A M N O T E S : A . S E E C O R R E S P O N D I N G D E T A I L S F O R A D D I T I O N A L I N F O R M A T I O N 1 2 3 4 3 / 1 6 3 / 1 6 K E Y N O T E S : 1 . W O O D T R U S S W / ( 2 ) 1 6 d N A I L S , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . F U L L - H E I G H T B L O C K I N G W / A 3 5 C L I P B E T W E E N E A C H T R U S S 7 . F L O O R S H E A T H I N G , S E E P L A N 8 . B O U N D A R Y N A I L I N G , S E E P L A N 209WOOD TRUSS AT WOOD STUD WALLWW_FT218 N O S C A L E 132 5 64 7 8 K E Y N O T E S : 1 . W O O D T R U S S W / ( 2 ) 1 6 d N A I L S , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . F L O O R S H E A T H I N G , S E E P L A N 5 . B O U N D A R Y N A I L I N G , S E E P L A N 6 . 2 x B L O C K B E T W E E N E A C H T R U S S 210WOOD TRUSS AT WOOD STUD WALL N O S C A L E 132 4 5 K E Y N O T E S : 1 . W O O D J O I S T , S E E P L A N 2 . 2 x B L O C K I N G A T 2 4 " O . C . 3 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 4 . W O O D S T U D W A L L , S E E P L A N 5 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 6 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 7 . C O N T R I M J O I S T 8 . B O U N D A R Y N A I L I N G , S E E P L A N 9 . N O N - S T R U C T U R A L W A L L A S O C C U R S 1 0 . ( 4 ) 1 0 d N A I L S I N T O E A C H B L O C K 1 1 . F L O O R S H E A T H I N G , S E E P L A N 212WOOD JOIST AT WOOD STUD WALL N O S C A L E 1 3 4 65 8 7 911210 N O T E S : A . N O W A L L S H E A T H I N G S P L I C E B E T W E E N R I M B O A R D A N D T O P P L A T E , I F S H E A T H I N G B R E A K S P R O V I D E A 3 5 C L I P A T E A C H J O I S T 213WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.CONT 2x LEDGER W/ (4) 16d NAILS AT EACHSTUD3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.(4) 10d NAILS INTO EACH BLOCK8.2x BLOCKING AT 24" O.C.1 3 4652 K E Y N O T E S : 1 . W O O D J O I S T , S E E P L A N 2 . S T E E L B E A M , S E E P L A N 3 . N O N - S T R U C T U R A L W A L L A S O C C U R S 4 . F L O O R S H E A T H I N G , S E E P L A N 211WOOD JOIST AT WOOD BEAM N O S C A L E 1 342 78214WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.(2) 2x6 CONT LEDGER W/ (2) 6" LONGSIMPSON SDWS SCREWS3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.SIMPSON H2A CLIP AT EVERY STUD8.EDGE NAILING, SEE SHEARWALLSCHEDULE9.WOOD TRUSS W/ (2) 16d NAILS, SEE PLAN10.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL11.CONT 2x8 RIBBON BOARD TO RECEIVEEDGE NAILING9105 611134 6 5287215WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.(2) 2x6 CONT LEDGER W/ (2) 6" LONGSIMPSON SDWS SCREWS3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.SIMPSON H2A CLIP AT EVERY STUD8.EDGE NAILING, SEE SHEARWALLSCHEDULE9.WOOD TRUSS W/ HANGER, SEE PLAN10.WOOD BEAM, SEE PLAN6134 6 5287910KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.STEEL BEAM, SEE PLAN3.NON-STRUCTURAL WALL AS OCCURS4.FLOOR SHEATHING, SEE PLAN216WOOD JOIST AT STEEL BEAMNO SCALE 1 392 P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 11/14/22 14134 D VID B .P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 4 . 0 1 1 / 1 4 / 2 2 CEDARPOINT TRUCKING METAL BUILDING VENTURE BUILDERS RMSDBPIF22-330 FLOOR FRAMING DETAILS 4712 S HWY 191 REXBURG, IDAHO 83440 ... ... ... ... ... ... .... 3 0 1 P R E F A B T R U S S A T W O O D S T U D W A L L N O S C A L E K E Y N O T E S : 1 . W O O D T R U S S W / C L I P , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G , S E E S H E A R W A L L S C H E D U L E 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . 2 x B L O C K B E T W E E N E A C H T R U S S , W / ( 4 ) 1 6 d N A I L S 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . R O O F S H E A T H I N G , S E E P L A N 9 . 2 x B L O C K I N G B E T W E E N E A C H T R U S S ( 2 " W I D E R T H A N P A R A P E T S T U D ) 1 0 . W O O D T R U S S W / I N T E G R A L P A R A P E T W A L L F R A M I N G A T 2 4 " O . C . 1 1 . P R O V I D E 2 x B L O C K I N G A T P A N E L E D G E P E R S H E A R W A L L S C H E D U L E N O T E : A . S L O P E , W A T E R P R O O F A N D D R A I N P E R A R C H B . T R U S S M A N U F A C T U R E R S H A L L D E S I G N P A R A P E T F O R A W I N D L O A D O F 3 8 P S F ( A S D ) W / M A X I M U M D E F L E C T I O N O F 2 L / 2 4 0 C . I N A D D I T I O N T O T Y P I C A L T R U S S C O N N E C T I O N F O R C E S , T O P A N D B O T T O M C H O R D T O P A R A P E T S T U D C O N N E C T I O N S S H A L L B E D E S I G N E D F O R T H E F O R C E S G E N E R A T E D B Y T H E P A R A P E T W I N D L O A D S 1 2 3 5 4 8 7 4 5 9 6 1 0 2'-6" MAX 4 5 5 1 1 5 2 5 2 1 3 9 3 3 5 4 K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . C O N T T R I P L E 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 4 . 2 x 8 B L O C K I N G B E T W E E N E A C H J O I S T 5 . W O O D T R U S S , S E E P L A N 6 . 2 x 6 B L O C K A T E A C H S T U D W / ( 4 ) 8 d N A I L S 7 . ( 4 ) 1 6 d N A I L S 8 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 9 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 1 0 . B O U N D A R Y N A I L I N G , S E E P L A N 1 1 . R O O F S H E A T H I N G , S E E P L A N 1 2 . C O N T 2 x B O T T O M P L A T E W / 1 6 d N A I L S A T 4 " O . C . 1 3 . 2 x 6 W A L L S T U D S A T 1 6 " O . C . 1 4 . 2 x 6 K I C K E R B R A C E A T 3 2 " O . C . W / ( 5 ) 1 6 d N A I L S E A C H E N D 1 5 . I F K I C K E R B R A C E E X C E E D S 6 ' - 0 " P R O V I D E P E R P E N D I C U L A R S T U D B R A C E W / ( 2 ) 1 6 d N A I L S A T E A C H K I C K E R 1 6 . 2 x B L O C K A T E A C H K I C K E R W / ( 4 ) 8 d N A I L S 3 0 2 P R E F A B T R U S S A T W O O D S T U D W A L L N O S C A L E 6 1 1 2'-6" MAX 1 0 7 1 2 8 3 3 3 1 5 1 1 4 1 6 1 1 3 0 3 P R E F A B T R U S S A T W O O D S T U D W A L L N O S C A L E K E Y N O T E S : 1 . W O O D T R U S S W / C L I P , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G , S E E S H E A R W A L L S C H E D U L E 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . 2 x B L O C K B E T W E E N E A C H T R U S S , W / ( 4 ) 1 6 d N A I L S 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . R O O F S H E A T H I N G , S E E P L A N 9 . 2 x B L O C K I N G B E T W E E N E A C H T R U S S ( 2 " W I D E R T H A N P A R A P E T S T U D ) 1 0 . W O O D T R U S S W / I N T E G R A L P A R A P E T W A L L F R A M I N G A T 2 4 " O . C . 1 1 . P R O V I D E 2 x B L O C K I N G A T P A N E L E D G E P E R S H E A R W A L L S C H E D U L E 1 2 . R O O F P U R L I N , B Y O T H E R S 1 3 . M E T A L P A N E L , B Y O T H E R S 1 4 . A 3 5 C L I P A T 2 4 " O . C . E A C H S I D E . T I G H T T O T O P F L A N G E . F A S T E N T O T H E W O O D B L O C K W / # 6 x 1 1 2 " L O N G S C R E W S 1 5 . S T E E L B E A M , B Y O T H E R S 1 6 . S O L I D W O O D B L O C K T I G H T B E T W E E N R O O F P U R L I N S 1 7 . B O T T O M P L A T E W / ( 2 ) # 1 0 S C R E W S A T 1 2 " O . C . A N D ( 2 ) # 1 0 S M S I N T O R O O F P U R L I N N O T E : A . S L O P E , W A T E R P R O O F A N D D R A I N P E R A R C H B . T R U S S M A N U F A C T U R E R S H A L L D E S I G N P A R A P E T F O R A W I N D L O A D O F 3 8 P S F ( A S D ) W / M A X I M U M D E F L E C T I O N O F 2 L / 2 4 0 C . I N A D D I T I O N T O T Y P I C A L T R U S S C O N N E C T I O N F O R C E S , T O P A N D B O T T O M C H O R D T O P A R A P E T S T U D C O N N E C T I O N S S H A L L B E D E S I G N E D F O R T H E F O R C E S G E N E R A T E D B Y T H E P A R A P E T W I N D L O A D S 1 2 3 5 4 8 7 4 5 9 6 1 0 2'-6" MAX 4 5 5 1 1 5 2 5 2 1 3 9 3 3 5 4 K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . C O N T T R I P L E 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 4 . 2 x 8 B L O C K I N G B E T W E E N E A C H J O I S T 5 . W O O D T R U S S , S E E P L A N 6 . 2 x 6 B L O C K A T E A C H S T U D W / ( 4 ) 8 d N A I L S 7 . ( 4 ) 1 6 d N A I L S 8 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 9 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 1 0 . B O U N D A R Y N A I L I N G , S E E P L A N 1 1 . R O O F S H E A T H I N G , S E E P L A N 1 2 . C O N T 2 x B O T T O M P L A T E W / 1 6 d N A I L S A T 4 " O . C . 1 3 . 2 x 6 W A L L S T U D S A T 1 6 " O . C . 1 4 . 2 x 6 K I C K E R B R A C E A T 3 2 " O . C . W / ( 5 ) 1 6 d N A I L S E A C H E N D 1 5 . I F K I C K E R B R A C E E X C E E D S 6 ' - 0 " P R O V I D E P E R P E N D I C U L A R S T U D B R A C E W / ( 2 ) 1 6 d N A I L S A T E A C H K I C K E R 1 6 . 2 x B L O C K A T E A C H K I C K E R W / ( 4 ) 8 d N A I L S 1 7 . 8 0 0 S 1 5 0 - 5 4 L E D G E R W / ( 3 ) # 1 0 S M S A T E A C H S T U D 1 8 . M E T A L P A N E L , B Y O T H E R S 1 9 . R O O F P U R L I N , B Y O T H E R S 2 0 . 2 x B L O C K A T E A C H K I C K E R W / ( 4 ) 8 d N A I L S 3 0 2 P R E F A B T R U S S A T W O O D S T U D W A L L N O S C A L E 6 1 1 2'-6" MAX 1 0 7 1 2 8 3 3 3 1 5 1 1 4 1 6 1 1 5 1 3 1 2 1 5 1 6 1 7 1 4 1 8 1 9 2 0 K E Y N O T E S : 1 . W O O D S H E A T H I N G , S E E P L A N 2 . W O O D J O I S T W / H A N G E R , S E E P L A N 3 . C O N T 2 x 8 W / ( 2 ) # 1 0 S W C R E W S A T 1 2 " O . C . 4 . S I M P S O N D T T 1 Z T E N S I O N T I E S W / 3 8 " Ø R O D B E T W E E N A T 4 8 " O . C . 5 . S O L I D B L O C K I N G I N R O O F P U R L I N 6 . R O O F P U R L I N , B Y O T H E R S 7 . M E T A L P A N E L , B Y O T H E R S 8 . 2 X B L O C K A T 4 8 " O . C . B E T W E E N R O O F P U R L I N S T O R E C E I V E T E N S I O N T I E 9 . S T E E L B E A M , B Y O T H E R S 1 0 . S T E E L C O L U M N , B Y O T H E R S 1 1 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 1 2 . W O O D S T U D W A L L , S E E P L A N 1 3 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 1 4 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 1 5 . S I M P S O N H 2 A C L I P A T E A C H J O I S T 1 6 . B O U N D A R Y N A I L I N G , S E E P L A N 1 7 . 2 X B L O C K B E T W E E N E A C H J O I S T 305WOOD JOIST AT WOOD STUD WALL N O S C A L E 1 1 1 2 1 0 9 8 7 8 6 3 5 4 1 3 1 2 1 4 1 6 1 7 1 5 1 6 P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 12/13/22 14134 D VID B .P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 5 . 0 1 2 / 1 3 / 2 2 CEDARPOINT TRUCKING METAL BUILDING VENTURE BUILDERS RMSDBPIF22-330 ROOF FRAMING DETAILS 4712 S HWY 191 REXBURG, IDAHO 83440 ... ... ... ... ... ... .... 3 0 1 P R E F A B T R U S S A T W O O D S T U D W A L L N O S C A L E K E Y N O T E S : 1 . W O O D T R U S S W / C L I P , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G , S E E S H E A R W A L L S C H E D U L E 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . 2 x B L O C K B E T W E E N E A C H T R U S S , W / ( 4 ) 1 6 d N A I L S 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . R O O F S H E A T H I N G , S E E P L A N 9 . 2 x B L O C K I N G B E T W E E N E A C H T R U S S ( 2 " W I D E R T H A N P A R A P E T S T U D ) 1 0 . W O O D T R U S S W / I N T E G R A L P A R A P E T W A L L F R A M I N G A T 2 4 " O . C . 1 1 . P R O V I D E 2 x B L O C K I N G A T P A N E L E D G E P E R S H E A R W A L L S C H E D U L E N O T E : A . S L O P E , W A T E R P R O O F A N D D R A I N P E R A R C H B . T R U S S M A N U F A C T U R E R S H A L L D E S I G N P A R A P E T F O R A W I N D L O A D O F 3 8 P S F ( A S D ) W / M A X I M U M D E F L E C T I O N O F 2 L / 2 4 0 C . I N A D D I T I O N T O T Y P I C A L T R U S S C O N N E C T I O N F O R C E S , T O P A N D B O T T O M C H O R D T O P A R A P E T S T U D C O N N E C T I O N S S H A L L B E D E S I G N E D F O R T H E F O R C E S G E N E R A T E D B Y T H E P A R A P E T W I N D L O A D S 1 2 3 5 4 8 7 4 5 9 6 1 0 2'-6" MAX 4 5 5 1 1 5 2 5 2 1 3 9 3 3 5 4 K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . C O N T T R I P L E 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 4 . 2 x 8 B L O C K I N G B E T W E E N E A C H J O I S T 5 . W O O D T R U S S , S E E P L A N 6 . 2 x 6 B L O C K A T E A C H S T U D W / ( 4 ) 8 d N A I L S 7 . ( 4 ) 1 6 d N A I L S 8 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 9 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 1 0 . B O U N D A R Y N A I L I N G , S E E P L A N 1 1 . R O O F S H E A T H I N G , S E E P L A N 1 2 . C O N T 2 x B O T T O M P L A T E W / 1 6 d N A I L S A T 4 " O . C . 1 3 . 2 x 6 W A L L S T U D S A T 1 6 " O . C . 1 4 . 2 x 6 K I C K E R B R A C E A T 3 2 " O . C . W / ( 5 ) 1 6 d N A I L S E A C H E N D 1 5 . I F K I C K E R B R A C E E X C E E D S 6 ' - 0 " P R O V I D E P E R P E N D I C U L A R S T U D B R A C E W / ( 2 ) 1 6 d N A I L S A T E A C H K I C K E R 1 6 . 2 x B L O C K A T E A C H K I C K E R W / ( 4 ) 8 d N A I L S 3 0 2 P R E F A B T R U S S A T W O O D S T U D W A L L N O S C A L E 6 1 1 2'-6" MAX 1 0 7 1 2 8 3 3 3 1 5 1 1 4 1 6 1 1 3 0 3 P R E F A B T R U S S A T W O O D S T U D W A L L N O S C A L E K E Y N O T E S : 1 . W O O D T R U S S W / C L I P , S E E P L A N 2 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . W O O D S T U D W A L L , S E E P L A N 4 . W A L L S H E A T H I N G , S E E S H E A R W A L L S C H E D U L E 5 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 6 . 2 x B L O C K B E T W E E N E A C H T R U S S , W / ( 4 ) 1 6 d N A I L S 7 . B O U N D A R Y N A I L I N G , S E E P L A N 8 . R O O F S H E A T H I N G , S E E P L A N 9 . 2 x B L O C K I N G B E T W E E N E A C H T R U S S ( 2 " W I D E R T H A N P A R A P E T S T U D ) 1 0 . W O O D T R U S S W / I N T E G R A L P A R A P E T W A L L F R A M I N G A T 2 4 " O . C . 1 1 . P R O V I D E 2 x B L O C K I N G A T P A N E L E D G E P E R S H E A R W A L L S C H E D U L E 1 2 . R O O F P U R L I N , B Y O T H E R S 1 3 . M E T A L P A N E L , B Y O T H E R S 1 4 . A 3 5 C L I P A T 2 4 " O . C . E A C H S I D E . T I G H T T O T O P F L A N G E . F A S T E N T O T H E W O O D B L O C K W / # 6 x 1 1 2 " L O N G S C R E W S 1 5 . S T E E L B E A M , B Y O T H E R S 1 6 . S O L I D W O O D B L O C K T I G H T B E T W E E N R O O F P U R L I N S 1 7 . B O T T O M P L A T E W / ( 2 ) # 1 0 S C R E W S A T 1 2 " O . C . A N D ( 2 ) # 1 0 S M S I N T O R O O F P U R L I N N O T E : A . S L O P E , W A T E R P R O O F A N D D R A I N P E R A R C H B . T R U S S M A N U F A C T U R E R S H A L L D E S I G N P A R A P E T F O R A W I N D L O A D O F 3 8 P S F ( A S D ) W / M A X I M U M D E F L E C T I O N O F 2 L / 2 4 0 C . I N A D D I T I O N T O T Y P I C A L T R U S S C O N N E C T I O N F O R C E S , T O P A N D B O T T O M C H O R D T O P A R A P E T S T U D C O N N E C T I O N S S H A L L B E D E S I G N E D F O R T H E F O R C E S G E N E R A T E D B Y T H E P A R A P E T W I N D L O A D S 1 2 3 5 4 8 7 4 5 9 6 1 0 2'-6" MAX 4 5 5 1 1 5 2 5 2 1 3 9 3 3 5 4 K E Y N O T E S : 1 . W O O D S T U D W A L L , S E E P L A N 2 . C O N T T R I P L E 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 3 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 4 . 2 x 8 B L O C K I N G B E T W E E N E A C H J O I S T 5 . W O O D T R U S S , S E E P L A N 6 . 2 x 6 B L O C K A T E A C H S T U D W / ( 4 ) 8 d N A I L S 7 . ( 4 ) 1 6 d N A I L S 8 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 9 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 1 0 . B O U N D A R Y N A I L I N G , S E E P L A N 1 1 . R O O F S H E A T H I N G , S E E P L A N 1 2 . C O N T 2 x B O T T O M P L A T E W / 1 6 d N A I L S A T 4 " O . C . 1 3 . 2 x 6 W A L L S T U D S A T 1 6 " O . C . 1 4 . 2 x 6 K I C K E R B R A C E A T 3 2 " O . C . W / ( 5 ) 1 6 d N A I L S E A C H E N D 1 5 . I F K I C K E R B R A C E E X C E E D S 6 ' - 0 " P R O V I D E P E R P E N D I C U L A R S T U D B R A C E W / ( 2 ) 1 6 d N A I L S A T E A C H K I C K E R 1 6 . 2 x B L O C K A T E A C H K I C K E R W / ( 4 ) 8 d N A I L S 1 7 . 8 0 0 S 1 5 0 - 5 4 L E D G E R W / ( 3 ) # 1 0 S M S A T E A C H S T U D 1 8 . M E T A L P A N E L , B Y O T H E R S 1 9 . R O O F P U R L I N , B Y O T H E R S 2 0 . 2 x B L O C K A T E A C H K I C K E R W / ( 4 ) 8 d N A I L S 3 0 2 P R E F A B T R U S S A T W O O D S T U D W A L L N O S C A L E 6 1 1 2'-6" MAX 1 0 7 1 2 8 3 3 3 1 5 1 1 4 1 6 1 1 5 1 3 1 2 1 5 1 6 1 7 1 4 1 8 1 9 2 0 K E Y N O T E S : 1 . W O O D S H E A T H I N G , S E E P L A N 2 . W O O D J O I S T W / H A N G E R , S E E P L A N 3 . C O N T 2 x 8 W / ( 2 ) # 1 0 S W C R E W S A T 1 2 " O . C . 4 . S I M P S O N D T T 1 Z T E N S I O N T I E S W / 3 8 " Ø R O D B E T W E E N A T 4 8 " O . C . 5 . S O L I D B L O C K I N G I N R O O F P U R L I N 6 . R O O F P U R L I N , B Y O T H E R S 7 . M E T A L P A N E L , B Y O T H E R S 8 . 2 X B L O C K A T 4 8 " O . C . B E T W E E N R O O F P U R L I N S T O R E C E I V E T E N S I O N T I E 9 . S T E E L B E A M , B Y O T H E R S 1 0 . S T E E L C O L U M N , B Y O T H E R S 1 1 . W A L L S H E A T H I N G A S O C C U R S , S E E P L A N 1 2 . W O O D S T U D W A L L , S E E P L A N 1 3 . C O N T D B L 2 x T O P P L A T E W / L A P S P L I C E , S E E T Y P I C A L D E T A I L 1 4 . E D G E N A I L I N G , S E E S H E A R W A L L S C H E D U L E 1 5 . S I M P S O N H 2 A C L I P A T E A C H J O I S T 1 6 . B O U N D A R Y N A I L I N G , S E E P L A N 1 7 . 2 X B L O C K B E T W E E N E A C H J O I S T 305WOOD JOIST AT WOOD STUD WALL N O S C A L E 1 1 1 2 1 0 9 8 7 8 6 3 5 4 1 3 1 2 1 4 1 6 1 7 1 5 1 6 P R O F E S S I O N A L ENG I N E E R S T ATE O F I D A H O A 11/14/22 14134 D VID B .P O R T E R L I C E N SED PROJECT MANAGER:CAD OPERATOR: D A T E : JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5 C U R R E N T R E V . This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.com S 5 . 0 1 1 / 1 4 / 2 2 CEDARPOINT TRUCKING METAL BUILDING VENTURE BUILDERS RMSDBPIF22-330 ROOF FRAMING DETAILS 4712 S HWY 191 REXBURG, IDAHO 83440 ... ... ... ... ... ... .... J O B N O L O C A T I O N C U S T O M E R B U I L D E R P R O J E C T B U I L D E R S P O # V P B U I L D I N G S V A R C O P R U D E N D A T E D R A W N / C H E C K P A G E V P C V E R S I O N : F I L E N A M E V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 Codes and LoadsStandard Erection Details Special Drawings Covering Secondary Structural Primary Structural Anchor Rod Plan Cover Sheet PAGESDRAWING TITLE DRAWING INDEX D E S C R I P T I O N D A T E T Y P E D R A W I N G R E L E A S E H I S T O R Y D E S I G N C A T E G O R Y D , E O R F . S E E C O D E S A N D L O A D S S E C T I O N B E L O W F O R D E T A I L S . P R E - T E N S I O N A 3 2 5 B O L T S I F L O C A T E D I N H I G H S E I S M I C A R E A S . F O R I B C B A S E D C O D E S ; H I G H S E I S M I C I S " S N U G - T I G H T " E X C E P T A S F O L L O W S ; I N C A N A D A , A L L A 3 2 5 A N D A 4 9 0 B O L T S S H A L L B E " P R E - T E N S I O N E D " , E X C E P T F O R S E C O N D A R Y M E M B E R S A N D F L A N G E B R A C E S . P R E - T E N S I O N A 3 2 5 B O L T S I F B U I L D I N G S U P P O R T S M A C H I N E R Y T H A T C R E A T E S V I B R A T I O N , I M P A C T , O R S T R E S S I T I S T H E R E S P O N S I B I L I T Y O F T H E E R E C T O R T O E N S U R E P R O P E R B O L T T I G H T N E S S I N A C C O R D A N C E W I T H A P P L I C A B L E R E G U L A T I O N S . S E E R C S C S P E C I F I C A T I O N F O R S T R U C T U R A L J O I N T S U S I N G H I G H S T R E N G T H B O L T S F O R M O R E I N F O R M A T I O N . S E E E R E C T I O N G U I D E F O R B O L T T I G H T E N I N G I N S T R U C T I O N S . T H E F O L L O W I N G C R I T E R I A M A Y B E U S E D T O D E T E R M I N E T H E B O L T T I G H T N E S S ( I . E . - S N U G T I G H T O R P R E - T E N S I O N ) U N L E S S R E Q U I R E D O T H E R W I S E B Y L O C A L J U R I S D I C T I O N O R C O N T R A C T . A L L A 4 9 0 B O L T S S H A L L B E " P R E - T E N S I O N E D " . A 3 2 5 B O L T S I N P R I M A R Y F R A M I N G A N D B R A C I N G C O N N E C T I O N S M A Y B E P R E - T E N S I O N A 3 2 5 B O L T S I F B U I L D I N G S U P P O R T S A C R A N E G R E A T E R T H A N 5 T O N C A P A C I T Y . R E V E R S A L S O N C O N N E C T I O N S . P R E - T E N S I O N A N Y C O N N E C T I O N W I T H D E S I G N A T I O N A 3 2 5 - S C . S L I P C R I T I C A L ( S C ) C O N N E C T I O N S M U S T B E F R E E O F P A I N T , O I L O R O T H E R M A T E R I A L S T H A T R E D U C E F R I C T I O N A T C O N T A C T S U R F A C E S . G A L V A N I Z E D O R L I G H T L Y R U S T E D S U R F A C E S A R E A C C E P T A B L E . S E C O N D A R Y M E M B E R S A N D F L A N G E B R A C E C O N N E C T I O N S A R E A L W A Y S " S N U G T I G H T " , U N L E S S I N D I C A T E D O T H E R W I S E I N E R E C T I O N D R A W I N G D E T A I L S . H O T R O L L E D A N G L E S A 5 2 9 , A 5 7 2 , A 5 8 8 , A 9 9 2 G R A D E 5 0 3 P L A T E W E L D E D S E C T I O N S C O L D F O R M E D L I G H T G A G E S H A P E S B R A C E R O D S H O T R O L L E D M I L L S H A P E S C L A D D I N G A 6 5 3 , A 7 9 2 A 3 6 , A 5 2 9 , A 5 7 2 , A 5 8 8 , A 9 9 2 A 5 7 2 , A 5 1 0 A 6 5 3 , A 1 0 1 1 A 5 2 9 , A 5 7 2 , A 1 0 1 1 , A 1 0 1 8 G R A D E 5 5 G R A D E 6 0 G R A D E 5 0 G R A D E 3 6 O R 5 0 G R A D E 5 0 O R G R A D E 8 0 A S T M D E S I G N A T I O N G E N E R A L N O T E S M A T E R I A L S H I G H S T R E N G T H B O L T T I G H T E N I N G R E Q U I R E M E N T S H O L L O W S T R U C T U R A L S E C T I O N ( H S S ) A 5 0 0 G R A D E B Ra division of BlueScope Buildings North America, Inc.VP BUILDINGSVARCO PRUDEN a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . THIS DRAWING, INCLUDIN G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P BUILDINGS. IT IS PROVIDE D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E APPLICABLE PURCHASE O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L NOT BE MODIFIED, REPRO D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N APPROVAL OF VP BUILDIN G S . THE GENERAL CONTRACT O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y WORKMANSHIP IN ERECTI N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S DRAWING, ALL APPLICAB L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R ERECTION, INCLUDING TH E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VPAND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THEVP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGNOF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TOANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.Planograph Details Notes D I N S P E C T I O N A N D T E S T I N G S P E C I A L I N S P E C T I O N S A N D T E S T I N G R E Q U I R E D B Y A U T H O R I T Y H A V I N G J U R I S D I C T I O N ( A H J ) D U R I N G C O N S T R U C T I O N A N D / O R S T E E L F A B R I C A T I O N I S T H E R E S P O N S I B I L I T Y O F T H E O W N E R O R O W N E R S A U T H O R I Z E D A G E N T . W H E N R E Q U I R E D , T H E O W N E R S H A L L E M P L O Y A Q U A L I T Y A S S U R A N C E A G E N C Y ( Q A A ) A P P R O V E D B Y T H E A H J . T H E B U I L D E R I S R E S P O N S I B L E T O C O O R D I N A T E B E T W E E N T H E Q A A F I R M A N D B B N A F A B R I C A T I O N F A C I L I T I E S . T H E T Y P E A N D E X T E N T O F S P E C I A L I N S P E C T I O N S A N D N D T W E L D T E S T I N G M U S T B E S P E C I F I C A L L Y S T I P U L A T E D I N C O N T R A C T D O C U M E N T S O R B B N A W I L L A S S U M E S P E C I A L I N S P E C T I O N S A N D / O R N D T T E S T I N G A R E W A I V E D A S P E R M I T T E D B Y T H E B U I L D I N G C O D E B A S E D O N B B N A F A C I L I T I E S I A S A C 4 7 2 A C C R E D I T A T I O N . C O V E R S H E E T T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 0 7 / 1 1 / 2 0 2 2 I T F 1 C e d a r p o i n t F i n a l R 5 . v p c 1 2 0 2 2 . 1 b G P H 8 : 4 4 : 2 2 7 / 5 / 2 0 2 2 1 A n c h o r R o d D r a w i n g s R e v 0 0 7 / 1 1 / 2 0 2 2 F O R C O N S T R U C T I O N 234-56-1516-2930-5051-55 14,15,17,18,27-29,47-50 A n c h o r R o d P l a n s 0 7 / 1 1 / 2 0 2 2 G P H BASIC ERECTION GUIDE 4001BASIC PANELS AND ACCESSORIES ERECTION GUIDE 4003SSR ROOF PANEL ERECTION GUIDE 4005 E r e c t i o n D r a w i n g s R e v 0 0 8 / 1 9 / 2 0 2 2 F O R C O N S T R U C T I O N F i n a l E r e c t i o n D r a w i n g s 0 8 / 2 4 / 2 0 2 2 G P H 0 8 / 2 5 / 2 0 2 2 Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Rexburg County: Madison State: Idaho Country: United States Building Code Building Code: 2018 International Building Code Structural: 16AISC - ASD Rainfall: I: 4.00 inches per hour Building Risk/Occupancy Category: II (Standard Occupancy Structure)Cold Form: 16AISI - ASD f'c: 3000.00 psi Concrete Dead and Collateral Loads Collateral Gravity:3.00 psf Collateral Uplift: 0.00 psf Wind Load Wind Speed: Vult: 115.00 (Vasd: 89.08) mph The 'Envelope Procedure' is Used Primaries Wind Exposure: C - Kz: 0.897 Parts Wind Exposure Factor: 0.897 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 Ground Elevation Factor: Ke: 0.8387 NOT Windborne Debris Region Base Elevation: 0/0/0 Site Elevation: 4860.0 ft Primary Zone Strip Width: 2a: 15/7/3 Parts / Portions Zone Strip Width: Walls, a: 7/9/10 Roof(s), 0.6h: N/A Velocity Pressure: qz: 21.65, (C&C) 21.65 psf Material Dead Weight Roof Covering + Second. Dead Load: Varies Frame Weight (assumed for seismic):2.50 psf Snow Load Ground Snow Load: pg: 50.00 psf Flat Roof Snow: pf: 31.50 psf Design Snow (Sloped): ps: 31.50 psf Rain Surcharge: 0.00 Specified Minimum Roof Snow: 35.00 psf Exposure Factor: 1 Fully Exposed - Ce: 0.90 Snow Importance: Is: 1.000 Thermal Factor: Heated - Ct: 1.00 Ground / Roof Conversion: 0.70 Unobstructed, Slippery Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 37.00 %g Mapped MCE Acceleration: S1: 14.20 %g Site Class: Stiff soil (D) - Default Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.3710 Design Acceleration Parameter: Sd1: 0.2192 Seismic Design Category: D Seismic Snow Load: 6.30 psf % Snow Used in Seismic: 20.00 Diaphragm Condition: Rigid Fundamental Period Height Used: 22/9/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.3410 R-Factor: 3.50 Overstrength Factor: Omega: 3.00 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1060 x W Longitudinal Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.3410 R-Factor: 3.50 Overstrength Factor: Omega: 3.00 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1060 x W JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\isflores\OneDrive - BlueScope\Desktop\ORDERS\01 PERMIT DRAWINGS\01 - 22-012241-01\01 VISION FILE\CedarpointFinalR5.vpc1_CODES AND LOADS ARD.dwg 7/8/2022 08:37:40SAVE DATE:SAVE TIME:LAST SAVED BY:isflores MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. CODES AND LOADS 2022.1b Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241 07/11/2022 ITF GPH 2NTS FOR CONSTRUCTION Y X 15x50'-6"x19'-6"(HS) Roof: A Y X 156 x100x26(HS) Roof: A 08/25/2022 BUILDER/CONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to VP, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. springing back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then the building perimeter and at valley conditions to prevent ponding. However, it is imperative that installed Standing Seam panels be secured to the secondary The Standing Seam joint detail is designed with an interlocking feature for ease of installation. structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Buildings structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Buildings drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION" drawings and all applicable product installation guides. VP is not responsible for work done from any other VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada - CSA S16), which require L/500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit-up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid-bay by suspending them from secondary members. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any VP components. VP accepts no responsibility for design or installation of bracing systems not furnished by VP. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V-Notch toughness shall meet AISC-341 criteria (20 ft-lbs min @ 0Deg F). Interpass temperatures shall not exceed 550Deg F (300Deg C). DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill-of-Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill-of-Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Buildings engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. VP Buildings accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice VP Buildings for modifications in excess of $1000, The builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to VP supporting elements consistent with Code required forces. Dade Co. Product Approval (www.miamidade.gov/buildingcode) Approved Products Listed Under Varco Pruden Buildings, Inc. Underwriter's Laboratory Approvals (Available only when specified in contract) SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A; SSR Roof w/Super Block; Class 90-UL#TGKX-328; Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64; VP SLR II Roof Class 90-UL#TGKX-90, -180, -435, -435A, -176, -238, -238A, -238B Factory Mutual Approved Assemblies (Available only when specified in contract) SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1-75, 1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-75, 1-90-, 1-120. ICC Evaluation Reports (www.icc-es.org) SSR Roof System - #ESR-2527 SLR II Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR II (0.0227" Nominal), is available in Class 1-75 and 1-120. State of Florida Product Approvals (www.floridabuilding.org) VP TextureClad - See Transamerican Structuroc, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Approved Products Listed Under VP Buildings, Inc. (http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx) Canadian CSA A660 Certifications Listed under BlueScope Buildings North America, Inc. IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html) Fabricator Approvals MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00; Engineering Certifications of Authorization USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134 VP BUILDINGS ACCREDITATIONS AND APPROVALS City of Los Angeles, CA #FB00031; City of Houston, TX 767 & 429; City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289 Listed under BlueScope Buildings North America, Inc. Listed under Varco Pruden Buildings, a Division of BlueScope Buildings North America, Inc. IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html) Design Approvals SIGNAGE The Builder is responsible for furnishing signs as required by Code and the Building Department, including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits. Floor loading signs shall clearly indicate maximum floor live load permitted. Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure. State of Utah, City of Richmond, CA. VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. All interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by the builder or A/E firm. VP must be advised of any structure that is within 20 ft. of VP's building. Load effects from snow drifting, wind effects, and seismic separation must be considered for both the new and existing structures. VP has designed the new VP building for these effects. The owner/builder are responsible for employing a Professional Engineer to review and verify the existing structure for all load effects from the adjacent VP building. VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D ERECTION NOTES Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241 07/11/2022 ITF 3 CedarpointFinalR5.vpc1 2022.1bNTS GPH FOR CONSTRUCTION 8:44:257/5/2022 08/25/2022 1 2'-6"2 3'-6"3 6"4 8"5 2'-7"6 1'-5"Dimension Key 1 2'-6"2 3'-6"3 6"4 8"5 2'-7"6 1'-5"Dimension Key F i n i s h e d F l o o r E l e v a t i o n = 1 0 0 ' - 0 " ( U n l e s s N o t e d O t h e r w i s e ) J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLI E S O N L Y T O T H E WORK PRODUCT OF VP AND DE S I G N A N D PERFORMANCE REQUIREMENTS S P E C I F I E D B Y VP. THE VP ENGINEER'S SEAL D O E S N O T A P P L Y TO THE PERFORMANCE OR DESI G N O F A N Y OTHER PRODUCT OR COMPONE N T F U R N I S H E D BY VP EXCEPT TO ANY DESIGN O R PERFORMANCE REQUIREMENTS S P E C I F I E D B Y VP.FILENAME: C:\Users\isflores\OneDrive - BlueScope\Desktop\ORDERS\01 PERMIT DRAWINGS\01 - 22-012241-01\01 VISION FILE\ARD\04 Cedarpoin t F i n a l R 5 . v p c 1 _ A N C H O R R O D P L A N . d w g 7 / 1 1 / 2 0 2 2 1 4 : 5 9 : 1 4 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : i s f l o r e s MODIFIED IN AUTOCAD V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . A N C H O R R O D P L A N 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 0 7 / 1 1 / 2 0 2 2 I T F G P H 4 N T S <*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. F O R C O N S T R U C T I O N B L 5 4 B L 3 2 B L 1 BL J G F E D C BL B BL A A N C H O R R O D P L A N A R 1 - 1 A R 1 - 1 A R 1 - 1 D 1 D 1 A R 1 - 1 A R 1 - 1 A R 4 - 1 A R 4 - 2 A R 1 A R 1 A R 4 - 1 A R 4 - 2 A R 1 A R 1 A R 4 - 1 A R 4 - 2 A R 1 A R 1 A R 1 - 1 A R 1 - 1 A R 9 A R 9 3 2 4 ' - 6 " 2 5 ' - 0 " 3 6 J=8.50 11'-0"5 5 0 ' - 6 " 15'-0" 52'-0"52'-0"52'-0" 3 2 4 ' - 6 " 2 5 ' - 0 " 2 5 ' - 0 " 2 4 ' - 6 " 3 J=8.50 16'-0"12 J=8.50 16'-0"6'-6"6'-6" J=8.50 16'-0"21 J=8.50 16'-0"7'-6" 26'-0"26'-0"26'-0"26'-0"26'-0"26'-0" 4 J = 8 . 5 0 8 ' - 4 " 1 6 ' - 0 " 4 9 ' - 6 " 7'-6" J=8.50 16'-0"1 2 J=8.50 16'-0"6'-6"6'-6" J=8.50 16'-0"2 1 J=8.50 16'-0" 26'-0"26'-0"26'-0"26'-0"26'-0"26'-0" 1 0 0 ' - 0 " 156'-0" P A R T I T I O N W A L L 8 " T I L T W A L L ( N B V P ) 8 " T I L T W A L L ( N B V P ) 8 " T I L T W A L L ( N B V P ) 8 " T I L T W A L L ( N B V P ) P A R T I T I O N W A L L A R 1 - 2 A R 1 - 2 A R 1 - 2 A R 1 - 2 A R 1 - 2 A R 1 - 2 A R 1 - 2 A R 1 - 2 A R 1 - 2 A R 1 - 2 6 ' 103'-7 3/4" to Face of Partition Wall t o F a c e o f P a r t i t i o n W a l l 0 8 / 2 5 / 2 0 2 2 'X'=4 3/4" w/ 7" JAMBS'X'=5 1/4" w/ 8 1/2" JAMBS'X'=5 3/4" w/ 10" JAMBS'X'=7 1/4" w/ 11 1/2" JAMBS'X'=8 3/4" w/ 7" JAMBS'X'=9 1/4" w/ 8 1/2" JAMBS'X'=9 3/4" w/ 10" JAMBS'X'=11 1/4" w/ 11 1/2" JAMBS 'X'=10 1/2" w/ 8 1/2" JAMBS'X'=11 1/2" w/ 10" JAMBS J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APP L I E S O N L Y T O T H E WORK PRODUCT OF VP AND D E S I G N A N D PERFORMANCE REQUIREMENT S S P E C I F I E D B Y VP. THE VP ENGINEER'S SEAL D O E S N O T A P P L Y TO THE PERFORMANCE OR DE S I G N O F A N Y OTHER PRODUCT OR COMPON E N T F U R N I S H E D BY VP EXCEPT TO ANY DESIGN O R PERFORMANCE REQUIREMENT S S P E C I F I E D B Y VP.FILENAME: C:\Users\isflores\OneDrive - BlueScope\Desktop\ORDERS\01 PERMIT DRAWINGS\01 - 22-012241-01\01 VISION FILE\ARD\05 Cedarpoi n t F i n a l R 5 . v p c 1 _ A N C H O R R O D P L A N - D E T A I L S A R D . d w g 7 / 8 / 2 0 2 2 1 1 : 2 1 : 3 7 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : i s f l o r e s MODIFIED IN AUTOCAD V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . A N C H O R R O D P L A N - D E T A I L S 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 0 7 / 1 1 / 2 0 2 2 I T F G P H 5 N T S F O R C O N S T R U C T I O N GROUP; +-1/8" LINE; +-1/4" e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN EXCEED 1" TOTAL. ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS c. TOPS OF AR'S; +-1/2" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS "SNUG TIGHT" CONNECTIONS. AND DETAILED AS "CAST-IN-PLACE" ANCHOR RODS WITH 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNE D 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE VARIATIONS ARE SUMMARIZED BELOW; PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. FOOTINGS ARE TO BE DETERMINED BY OTHERS. OF TRANSFERRING FORCES FROM ANCHOR RODS TO OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI).2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR.1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHERFLUSH = 0" (0mm)LBOTTOM OFCOLUMNBASE PLATESTD = 1/2" (13mm)VARIES BBASE PLATE DETAIL TYPICAL COLUMN Framed Opening at Double Jambs Opening Width + 'X'Walk Door w/o Sub Frame Walk Door w/ Sub Frame Framed OpeningOpening Width + 4 1/2"Opening Width + 'X'Opening Width + 'X'FRAMED OPENING AT MASONRY S E E P L A N F O R J A M B S I Z E S : J = S I Z E J = SEE PLAN J A M B J A M B ' E Q . ' V A L U E S : 1 0 E Q = 3 1 / 2 " 8 9 m m , 1 1 . 5 E Q = 4 1 / 4 " 1 0 8 m m 7 E Q = 2 " 5 1 m m , 8 . 5 E Q = 2 3 / 4 " 7 0 m m ( B Y O T H E R S ) 76mm 3 2 m m 3 2 m m 1 / 2 " ( 1 3 m m ) D I A M E T E R C O N C R E T E A N C H O R S B L EQ.3"EQ. 1 1 / 4 " 1 1 / 4 " O P E N I N G W I D T H N O T E : 1 " ( 2 5 m m ) P R O J E C T I O N A B O V E B O T T O M O F J A M B C L I P F R A M E D O P E N I N G D E T A I L L E N G T H R E Q U I R E M E N T A N D C O L U M N B A S E I N A N C H O R R O D A N Y S P A C E B E T W E E N T H E F O U N D A T I O N T O P O F F O U N D A T I O N - C O N S I D E R T H E R E I S I N T E R F E R E N C E W I T H O T H E R P A R T S . T H E A N C H O R R O D P R O J E C T I O N M A Y N E E D T O B E C U T O F F I F F O U N D A T I O N D E S I G N E R . L E N G T H . A D I F F E R E N T P R O J E C T I O N M A Y B E R E Q U I R E D B Y T H E I S A S U G G E S T E D M I N I M U M T O E N S U R E A D E Q U A T E A N C H O R R O D T H E 4 " P R O J E C T I O N A B O V E T H E B O T T O M O F T H E B A S E P L A T E W A S H E R H A R D E N E D N U T P R O J E C T I O N S U G G E S T E D A N C H O R R O D P R O J E C T I O N (BY BUILDER) 4 " ( 1 0 2 m m ) LENGTH B A S E P L A T E E L E V . B O T T O M O F C O L U M N L C GAGE E D G E WIDTH L E N G T H P I T C H D I M . A DIM. B L B E l e v . = 1 0 0 ' - 0 " G a g e = 5 " P i t c h = 5 " E d g e O u t = 4 " D i m : A = 1 1 1 / 2 " B = 1 ' - 1 1 / 2 " M a x P l a t e W = 1 ' - 0 " , L = 1 ' - 7 " , M i n T h k = 1 / 2 " D 1 ( 4 ) 1 " D i a . L C GAGE E D G E WIDTH L E N G T H P I T C H D I M . A DIM. B L B E l e v . = 1 0 0 ' - 0 " G a g e = 5 " P i t c h = 5 " E d g e O u t = 4 " D i m : A = 1 1 1 / 2 " B = 1 ' - 1 " M a x P l a t e W = 9 " , L = 1 ' - 7 " , M i n T h k = 1 / 2 " A R 9 ( 4 ) 1 " D i a . W I D T H LENGTH ( 6 4 m m ) ( 6 4 m m ) 6 4 m m 6 4 m m See Plan for Dimensions C L 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " L C 2 1 / 2 " E l e v . = 9 9 ' - 6 " M a x P l a t e W = 9 " , L = 1 0 " , M i n T h k = 3 / 8 " A R 4 - 2 ( 4 ) 3 / 4 " D i a . W I D T H LENGTH ( 6 4 m m ) ( 6 4 m m ) 6 4 m m 6 4 m m See Plan for Dimensions C L 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " L C 2 1 / 2 " E l e v . = 1 0 2 ' - 0 " M a x P l a t e W = 8 " , L = 1 0 " , M i n T h k = 3 / 8 " A R 4 - 1 ( 4 ) 3 / 4 " D i a . WIDTH LENGTH127mm64mm64mm102mmDim. A LB5"2 1/2"LC 2 1/2"4"Elev.=102'-0"Dim: A=1'-0"Max Plate W=8",L=1'-1", Min Thk=3/8"AR1-1 (4)3/4" Dia.WIDTH LENGTH127mm64mm64mm102mmDim. A LB5"2 1/2"LC 2 1/2"4"Elev.=100'-0"Dim: A=1'-0"Max Plate W=8",L=1'-1", Min Thk=3/8"AR1 (4)3/4" Dia.WIDTH LENGTH127mm64mm64mm102mmLB5"2 1/2"LC 2 1/2"4"Elev.=102'-0"Max Plate W=8",L=1'-1", Min Thk=3/ 8 " AR1-2 (4)3/4" Dia. 0 8 / 2 5 / 2 0 2 2 Id Rod, Strut, and Misc. Connection Bolts Qty Grade Bolt Diam.Bolt Length PartNo 1 2 A325 3/4"2 1/2"0097284 1 6" Dimension Key Part Bracing Part Schedule Qty Length Detail 07RS3505 2 35'-5" BR01G2 3BSE2310714 2 24'-4 7/8" BR15L1 06RS3504 4 35'-4" BR01G2 03RS3502 2 35'-2" BR01G2 04RS3900 2 39'-0" BR01G2 07RS3405 2 34'-5" BR01G2 14RU2808 2 28'-8" BR02K1 0 7 R S 3 5 0 5 0 7 R S 3 5 0 5 1 13BSE2310714 0 6 R S 3 5 0 4 0 6 R S 3 5 0 4 0 3 R S 3 5 0 2 0 3 R S 3 5 0 2 0 4 R S 3 9 0 0 0 4 R S 3 9 0 0 0 6 R S 3 5 0 4 0 6 R S 3 5 0 4 1 13BSE2310714 0 7 R S 3 4 0 5 0 7 R S 3 4 0 5 15 6 ' - 0 " 100'-0" 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 49'-6"49'-6" CX014CX014RBX032CX014CX014 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 1 24'-6"25'-0"25'-0"24'-6"1 CX001 RB X 0 0 1 RB X 0 0 2 RB X 0 3 4 RB X 0 0 4 RB X 0 0 5 RB X 0 0 6 RB X 0 0 7 CX002 EPX001 EPX002 EPX003 EPX004 EPX005 CX003 RB X 0 0 8 RB X 0 0 9 RB X 0 1 0 RB X 0 1 1 RB X 0 1 2 CX004 ICX001 ICX002 CX005 RB X 0 1 3 RB X 0 1 4 RB X 0 1 5 RB X 0 1 6 RB X 0 1 7 CX006 ICX003 ICX004 CX007 RB X 0 1 8 RB X 0 1 9 RB X 0 2 0 RB X 0 2 1 RB X 0 2 2 CX008 ICX005 ICX006 CX009 RB X 0 0 3 RB X 0 2 3 RB X 0 3 4 RB X 0 0 4 RB X 0 2 7 RB X 0 2 5 RB X 0 2 6 CX010 EPX006 EPX007 EPX008 EPX009 EPX010 CX015 RBX033 CX015 1 4 R U 2 8 0 8 14RU2808 15 ' - 0 " 50'-6" 125'-0"24'-6"1 CX011 RB X 0 2 8 CX012 RB X 0 2 4 CX013 RB X 0 2 8 A BL B BL C D E F G J BL 1 BL 2 3 BL 4 5 BL PRIMARY AND ROOF BRACING PLAN VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D PRIMARY AND ROOF BRACING PLAN Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 6 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = 156 x100x26(HS), Shape = 15x50'-6"x19'-6"(HS) 13:31:197/25/2022 08/25/2022 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX014 1 8.0000 .3750 .1644 1'-6"1'-6"18'-6 1/16"675# 2 8.0000 .3750 .2500 1'-6"1'-6" RBX032 3-4 8.0000 .3750 .1345 2'-0"2'-0"20'-6 3/4"776# CX014 5 8.0000 .3750 .2500 1'-6"1'-6"18'-6 1/16"675# 6 8.0000 .3750 .1644 1'-6"1'-6" Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia. Length Thick. Out In Bolt A 12 F1852 1" 3 1/2" 1" 3 3 Yes Yes 0097546 B 2 F1852 3/4" 2" 3/4" 4 4 Yes Yes 0097388 1 8" Dimension Key 2 1'-0 1/2" Horiz. Clearance between members 1(CX014) and 5(CX014): 20'-8" Frame Clearances Horiz. Clearance between members 1(CX014) and 6(CX014): 20'-8" Horiz. Clearance between members 2(CX014) and 5(CX014): 20'-8" Horiz. Clearance between members 2(CX014) and 6(CX014): 20'-8" Vert. Clearance at member 2(CX014): 16'-2 5/16" Vert. Clearance at member 5(CX014): 16'-2 5/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 25'-0" 1123'-8" 4 3 PORTAL FRAME ELEVATION ALONG B 1 HFB3060 1 HFB3060 CX 0 1 4 RBX032 CX 0 1 4 A A 18 ' - 6 1 / 1 6 " 2 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D PORTAL FRAME ELEVATION ALONG B Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 7 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = 156 x100x26(HS) Wall 2, Frame 2 13:31:207/25/2022 B B 08/25/2022 Frame Member SchedulePartMemWidthThickWebThk.Depth1Depth2Approx.LgthApprox.WeightDetailCX00115.0000.1875.13451'-0"2'-0"23'-3 1/8"392#RBX00125.0000.1875.13451'-3"9"12'-7 3/4"169#RBX00235.0000.1875.13459"10"20'-0"230#45.0000.1875.134510"9"RBX03455.0000.1875.13459"1'-0"27'-0"317#65.0000.1875.13451'-0"9"RBX00475.0000.1875.13459"1'-0"25'-8 5/16"303#85.0000.1875.13451'-0"9"RBX00595.0000.1875.13459"1'-0"26'-0 1/4"307#105.0000.1875.13451'-0"9"RBX006115.0000.1875.13459"1'-0"26'-0 1/4"307#125.0000.1875.13451'-0"9"RBX007135.0000.1875.13459"1'-7"13'-4 5/16"197#CX002145.0000.2500.13451'-0"2'-0"16'-10 13/16"338#EPX001155.0000.1345.16441'-0"1'-0"21'-4 5/8"266#BR25A3EPX002165.0000.1345.16441'-0"1'-0"20'-1 11/16"251#BR25CAEPX003175.0000.1345.13451'-0"1'-0"19'-0 11/16"218#BR25CAEPX004185.0000.1345.13451'-0"1'-0"17'-11 11/16"207#BR25CAEPX005195.0000.1345.13451'-0"1'-0"16'-10 11/16"193#BR25CACX01315.0000.1345.134510"10"16'-2 3/4"170#RBX02825.0000.1345.13451'-0"1'-0"13'-9 1/8"156# I d Q t y G r a d e B o l t B o l t P l a t e R o w s R o w s T e n s i o n W a s h e r P a r t N o D i a . L e n g t h T h i c k . O u t I n B o l t A 1 0 F 1 8 5 2 3 / 4 " 2 " 3 / 8 " 2 3 Y e s Y e s 0 0 9 7 3 8 8 B 6 F 1 8 5 2 3 / 4 " 2 " 3 / 8 " 1 2 Y e s Y e s 0 0 9 7 3 8 8 C 4 F 1 8 5 2 3 / 4 " 2 1 / 4 " 1 / 2 " 1 1 Y e s Y e s 0 0 9 7 3 8 9 D 1 0 F 1 8 5 2 3 / 4 " 2 1 / 4 " 1 / 2 " 2 3 Y e s Y e s 0 0 9 7 3 8 9 E 4 A 3 2 5 1 / 2 " 1 1 / 2 " 3 / 8 " 1 1 4 9 0 8 0 F 3 F 1 8 5 2 3 / 4 " 2 " 3 / 8 " - - Y e s Y e s 0 0 9 7 3 8 8 G 3 F 1 8 5 2 3 / 4 " 1 3 / 4 " Y e s 0 0 9 7 3 8 7 B o l t C o n n e c t i o n & P l a t e S c h e d u l e F r a m e C l e a r a n c e s H o r i z . C l e a r a n c e b e t w e e n m e m b e r s 1 ( C X 0 0 1 ) a n d 1 4 ( C X 0 0 2 ) : 1 5 0 ' - 6 7 / 8 " V e r t . C l e a r a n c e a t m e m b e r 1 ( C X 0 0 1 ) : 2 3 ' - 8 1 / 4 " V e r t . C l e a r a n c e a t m e m b e r 1 4 ( C X 0 0 2 ) : 1 7 ' - 0 1 5 / 1 6 " V e r t . C l e a r a n c e a t m e m b e r 1 5 ( E P X 0 0 1 ) : 2 3 ' - 4 9 / 1 6 " V e r t . C l e a r a n c e a t m e m b e r 1 6 ( E P X 0 0 2 ) : 2 2 ' - 1 5 / 8 " V e r t . C l e a r a n c e a t m e m b e r 1 7 ( E P X 0 0 3 ) : 2 1 ' - 0 5 / 8 " V e r t . C l e a r a n c e a t m e m b e r 1 8 ( E P X 0 0 4 ) : 1 9 ' - 1 1 5 / 8 " V e r t . C l e a r a n c e a t m e m b e r 1 9 ( E P X 0 0 5 ) : 1 8 ' - 1 0 5 / 8 " F i n i s h e d F l o o r E l e v a t i o n = 1 0 0 ' - 0 " ( U n l e s s N o t e d O t h e r w i s e ) 1 8 1/2"2 4'-0"3 3'-2"4 3'-10"5 1'-4 7/8"6 2 @ 4'-10 3/8"7 2 @ 5'-0"8 2'-4"9 4'-6"10 2'-2 1/2"11 1'-6 3/8"12 2 @ 4'-2 7/8"Dimension Key S h a p e N a m e = 1 5 6 x 1 0 0 x 2 6 ( H S ) W a l l 4 , F r a m e 1 , S h a p e = 1 5 x 5 0 ' - 6 " x 1 9 ' - 6 " ( H S ) W a l l 2 , F r a m e 3 J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_FRAME CROSS SECTION AT FRAME LINE(S) 1 (a). d w g 8 / 1 6 / 2 0 2 2 1 5 : 4 8 : 3 1 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : f j i a n g V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . F R A M E C R O S S S E C T I O N A T F R A M E L I N E ( S ) 1 ( a ) 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P 8 N T S 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. F O R C O N S T R U C T I O N F R A M E C R O S S S E C T I O N A T F R A M E L I N E ( S ) 1 ( a ) 1 0 2 ' - 0 " F R B X 0 2 8 CX013 GFB2033 GFB2033 FBLC2 FBLC2 G F B 2 0 2 7 1 0 0 3 S B 0 5 6 0 2 0 0 5 5 0 0 3 S B 0 5 6 0 2 0 0 5 5 0 0 3 S B 0 5 6 0 2 0 0 5 5 0 0 3 S B 0 5 6 0 2 0 0 5 5 F B L C 2 B L A 1 0 2 ' - 0 " 1 0 2 ' - 0 " 1 0 2 ' - 0 " 1 0 2 ' - 0 " 1 0 2 ' - 0 " 102'-0"102'-0" E E E E E D C B B B B BA EPX005 EPX004 EPX003 EPX002 EPX001 C X 0 0 2 R B X 0 0 7 R B X 0 0 6 R B X 0 0 5 R B X 0 0 4 RBX034 RBX002RBX001CX001 G F B 2 0 7 2 1 0 0 1 S B 0 5 6 0 2 0 0 5 6 0 0 1 S B 0 5 6 0 2 0 0 5 6 F B L C 2 GFB2000<S> GFB2001 GFB1115<S> GFB2000<S> GFB2001 GFB1114<S> GFB2001<S> GFB2006GFB2001<S>GFB2001GFB1111GFB2006 GFB2054 GFB2027 GFB2022<S> GFB2022<S> GFB2027 GFB2022<S> DJC22 GC182060 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2 WBBC2 WBBC2 KMA1 WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1WBBC2WBBC2KMA1WBBC2WBBC2WBBC2KMA1WBBC2WBBC2KMA1WBBC2WBBC2KMA1WBBC2 FBLC2 FBLC2 FBLC2 FBLC2 FBLC2 FBLC2 EAP2 DJC21 DJC21 DJC21 DJC21 DJC21 DJC21 DJC21 GFB2090GFB20551FBLC2FBLC2 C C L D C L E C L F C L GCL B L B BL J 1 5 ' - 0 1 / 8 " 0 . 5 0 0 0 : 1 2 18'-10 1/2" 19'-6" 1 2 5 ' - 0 " 1 1 1095'-0"32 1 5 ' - 0 " 1 5 6 ' - 1 5 / 8 " 0 . 5 0 0 0 : 1 2 19'-6" 26'-0" 8732 6 2 9 @ 5 ' - 0 " 543 @ 5'-0"32 1 5 6 ' - 0 " 2 6 ' - 0 " 2 6 ' - 0 " 2 6 ' - 0 " 2 6 ' - 0 " 26'-0"26'-0" 0 0 4 S P 0 6 4 0 1 0 0 5 4 G N O T E : R o o f f l a n g e b r a c e s b e t w e e n g r i d J t o D r e q u i r e ( 2 ) W B B C 2 c l i p s a n d ( 1 ) K M A 1 c l i p - S e e S E D B R 0 6 K 3 R o o f f l a n g e b r a c e s b e t w e e n g r i d D t o A r e q u i r e ( 1 ) F B L C 2 c l i p - S e e S E D B R 0 6 J 3 A l l w a l l f l a n g e b r a c e s r e q u i r e ( 1 ) F B L C 2 c l i p - S e e S E D B R 0 6 J 3 0 8 / 2 5 / 2 0 2 2 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail CX003 1 5.0000 .3750 .1345 1'-0"2'-0"25'-3 1/8"585# RBX008 2 6.0000 .2500 .1345 2'-3"1'-11"39'-7 15/16"934# 3 6.0000 .3125 .1345 1'-11"1'-11" RBX009 4 6.0000 .3750 .1875 1'-11"3'-6"23'-0"896# 5 6.0000 .3750 .1875 3'-6"1'-4" RBX010 6 6.0000 .3125 .1644 1'-4"1'-4"30'-0"670# RBX011 7 6.0000 .3750 .1875 1'-4"3'-3"20'-0"794# 8 6.0000 .3750 .1875 3'-3"2'-1" RBX012 9 6.0000 .3750 .1345 2'-1"2'-1"38'-1 7/16"1009# 10 6.0000 .2500 .1345 2'-1"2'-0" CX004 11 5.0000 .3125 .1345 1'-0"2'-0"18'-10 3/4"421# ICX001 12 8.0000 .3750 .1644 8 1/2"8 1/2"20'-2 11/16"528# ICX002 13 6.0000 .3750 .1345 8 1/2"8 1/2"15'-9 1/8"329# CX012 1 5.0000 .1345 .1345 10"10"16'-2 3/4"175# RBX024 2 5.0000 .1875 .1345 1'-0"1'-0"13'-9 1/8"180# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 12 F1852 3/4"2"3/8"3 3 Yes Yes 0097388 B 10 F1852 3/4"2"3/8"4 1 Yes Yes 0097388 C 6 F1852 3/4"2"3/8"2 1 Yes Yes 0097388 D 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 0097389 E 14 F1852 3/4"2 1/4"1/2"4 3 Yes Yes 0097389 F 8 F1852 3/4"2 1/2"5/8"2 2 Yes Yes 0097390 G 3 F1852 3/4"2"3/8"--Yes Yes 0097388 H 3 F1852 3/4"1 3/4"Yes 0097387 Horiz. Clearance between members 1(CX003) and 11(CX004): 150'-6 7/8" Frame Clearances Vert. Clearance at member 1(CX003): 22'-8 1/4" Vert. Clearance at member 11(CX004): 16'-7 15/16" Vert. Clearance at member 12(ICX001): 19'-7 13/16" Vert. Clearance at member 13(ICX002): 17'-8 11/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 8 1/2" Dimension Key 2 4'-0" 3 3'-2" 4 3'-10" 5 1'-4 7/8" 6 2 @ 4'-10 3/8" 7 2 @ 5'-0" 8 2'-4" 9 4'-6" 10 2'-2 1/2" 11 1'-6 3/8" 12 2 @ 4'-2 7/8" 52'-0"52'-0"52'-0" J BL B BL156'-0" FBLC2 FBLC2 FBLC2 FBLC2 1 GFB2043 GFB2055 GFB2072 (2)GFB2090 2 3 3 @ 5 ' - 0 " 4 ES B S A EA P 1 ES B S B FB L C 2 FB L C 2 FB L C 2 FB L C 2 FB L C 2 KM A 1 WB B C 2 WB B C 2 WB B C 2 KM A 1 WB B C 2 KM A 1 WB B C 2 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 WB B C 2 KM A 1 WB B C 2 (2 ) G F B 4 0 1 5 GF B 2 0 8 6 GF B 2 0 8 6 GF B 2 0 8 6 (2 ) G F B 2 0 8 6 (2 ) G F B 2 0 6 6 GF B 2 0 6 6 GF B 2 0 6 6 GF B 2 0 6 6 (2 ) G F B 3 0 9 1 GF B 2 0 6 6 GF B 2 0 1 6 GF B 2 0 1 6 (2 ) G F B 3 0 9 6 5 29 @ 5'-0" 6 FBLC2 FBLC2 1 GFB2055 (2)GFB2072 2 3 7 8 26 ' - 0 " 19 ' - 6 " 156'-1 5/8" 0.5000:12 C X 0 0 3 RBX008 RBX009 RBX010 RBX011 RBX012 C X 0 0 4 IC X 0 0 1 IC X 0 0 2 A B C D C E F F lo n g s i d e 99'-6" lo n g s i d e 102'-0" B BL A BL 15'-0" FBLC2 FBLC2 1 GFB2027 (2)GFB2027 2 3 5' - 0 " 9 10 ES B S B FB L C 2 FB L C 2 GF B 2 0 3 3 (2 ) G F B 2 0 3 3 11 5'-0"12 19 ' - 6 " 18 ' - 1 0 1 / 2 " 15'-0 1/8" 0.5000:12 CX 0 1 2 RBX024 G 102'-0" FRAME CROSS SECTION AT FRAME LINE(S) 2 (a) VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D FRAME CROSS SECTION AT FRAME LINE(S) 2 (a) Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 9 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = 156 x100x26(HS) Wall 4, Frame 2 , Shape = 15x50'-6"x19'-6"(HS) Wall 2, Frame 2 15:54:338/16/2022 NOTE: Roof flange braces between grid J to D require (2)WBBC2 clips and (1)KMA1 clip - See SED BR06K3 Roof flange braces between grid D to A require (1)FBLC2 clip - See SED BR06J3 All wall flange braces require (1)FBLC2 clip - See SED BR06J3 D H 08/25/2022 Frame Member SchedulePartMemWidthThickWebThk.Depth1Depth2Approx.LgthApprox.WeightDetailCX00515.0000.3125.16441'-0"2'-0"25'-3 1/8"587#RBX01326.0000.2500.13452'-1"2'-1"39'-7 7/8"968#36.0000.3125.13452'-1"2'-1"RBX01446.0000.3750.18752'-1"3'-5"23'-0"889#56.0000.3750.18753'-5"1'-3"RBX01566.0000.3750.13451'-3"1'-3"30'-0"683#RBX01676.0000.3750.18751'-3"3'-3"20'-0"787#86.0000.3750.18753'-3"2'-0"RBX01796.0000.3750.13452'-0"2'-0"38'-1 5/16"991#106.0000.2500.13452'-0"1'-9"CX006115.0000.3125.13451'-0"2'-0"18'-10 13/16"432#ICX003128.0000.3750.16448 1/2"8 1/2"20'-3 11/16"530#ICX004136.0000.3750.13458 1/2"8 1/2"15'-9 3/16"329#CX01115.0000.1345.134510"10"16'-2 3/4"174#RBX02825.0000.1345.13451'-0"1'-0"13'-9 1/8"156# I d Q t y G r a d e B o l t B o l t P l a t e R o w s R o w s T e n s i o n W a s h e r P a r t N o D i a . L e n g t h T h i c k . O u t I n B o l t A 1 2 F 1 8 5 2 3 / 4 " 2 " 3 / 8 " 3 3 Y e s Y e s 0 0 9 7 3 8 8 B 8 F 1 8 5 2 3 / 4 " 2 " 3 / 8 " 3 1 Y e s Y e s 0 0 9 7 3 8 8 C 6 F 1 8 5 2 3 / 4 " 2 " 3 / 8 " 2 1 Y e s Y e s 0 0 9 7 3 8 8 D 8 F 1 8 5 2 3 / 4 " 2 1 / 4 " 1 / 2 " 3 1 Y e s Y e s 0 0 9 7 3 8 9 E 1 4 F 1 8 5 2 3 / 4 " 2 1 / 4 " 1 / 2 " 4 3 Y e s Y e s 0 0 9 7 3 8 9 F 8 F 1 8 5 2 3 / 4 " 2 1 / 2 " 5 / 8 " 2 2 Y e s Y e s 0 0 9 7 3 9 0 G 3 F 1 8 5 2 3 / 4 " 2 " 3 / 8 " - - Y e s Y e s 0 0 9 7 3 8 8 B o l t C o n n e c t i o n & P l a t e S c h e d u l e F r a m e C l e a r a n c e s H o r i z . C l e a r a n c e b e t w e e n m e m b e r s 1 ( C X 0 0 5 ) a n d 1 1 ( C X 0 0 6 ) : 1 5 0 ' - 6 7 / 8 " V e r t . C l e a r a n c e a t m e m b e r 1 ( C X 0 0 5 ) : 2 2 ' - 1 0 1 / 4 " V e r t . C l e a r a n c e a t m e m b e r 1 1 ( C X 0 0 6 ) : 1 6 ' - 1 0 1 5 / 1 6 " V e r t . C l e a r a n c e a t m e m b e r 1 2 ( I C X 0 0 3 ) : 1 9 ' - 8 1 3 / 1 6 " V e r t . C l e a r a n c e a t m e m b e r 1 3 ( I C X 0 0 4 ) : 1 7 ' - 8 1 1 / 1 6 " F i n i s h e d F l o o r E l e v a t i o n = 1 0 0 ' - 0 " ( U n l e s s N o t e d O t h e r w i s e ) 1 8 1/2"2 3'-10"3 1'-4 7/8"4 2 @ 4'-10 3/8"5 2 @ 5'-0"6 2'-4"7 4'-6"8 2'-2 1/2"9 1'-6 3/8"10 2 @ 4'-2 7/8"Dimension Key S h a p e N a m e = 1 5 6 x 1 0 0 x 2 6 ( H S ) W a l l 4 , F r a m e 3 , S h a p e = 1 5 x 5 0 ' - 6 " x 1 9 ' - 6 " ( H S ) W a l l 2 , F r a m e 1 J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. 7 / 2 5 / 2 0 2 2 1 3 : 3 9 : 0 3 V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . F R A M E C R O S S S E C T I O N A T F R A M E L I N E ( S ) 3 ( a ) 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P 1 0 N T S 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. F O R C O N S T R U C T I O N F R A M E C R O S S S E C T I O N A T F R A M E L I N E ( S ) 3 ( a ) 1 0 2 ' - 0 " G R B X 0 2 8 CX011 GFB2033 GFB2033 FBLC2 FBLC2 G F B 2 0 2 7 1 0 0 4 S B 0 5 6 0 2 0 0 5 5 0 0 4 S B 0 5 6 0 2 0 0 5 5 0 0 4 S B 0 5 6 0 2 0 0 5 5 0 0 4 S B 0 5 6 0 2 0 0 5 5 F B L C 2 B L A B L B 1 0 2 ' - 0 " long side 99'-6"long side F F E B D C B A ICX004 ICX003 C X 0 0 6 R B X 0 1 7 R B X 0 1 6 R B X 0 1 5 RBX014 RBX013CX005 G F B 2 0 7 2 G F B 2 0 5 5 1 0 0 3 S B 0 5 6 0 2 0 0 5 5 0 0 3 S B 0 5 6 0 2 0 0 5 5 F B L C 2 F B L C 2 (2)GFB3096 GFB2016 GFB2016 GFB2047 (2)GFB4017GFB2066GFB2066GFB2066(2)GFB2066 (2)GFB2067 GFB2086 GFB2086 GFB2086 (2)GFB4015 WBBC2WBBC2 KMA1 KMA1 WBBC2WBBC2 WBBC2WBBC2 KMA1 KMA1 WBBC2WBBC2 WBBC2KMA1WBBC2WBBC2WBBC2KMA1KMA1WBBC2WBBC2WBBC2WBBC2KMA1WBBC2WBBC2KMA1 FBLC2 FBLC2 FBLC2 FBLC2 FBLC2 ESBSB EAP1 ESBSAGFB2090GFB2072GFB2055GFB20431FBLC2FBLC2FBLC2FBLC2BL J 1 5 ' - 0 1 / 8 " 0 . 5 0 0 0 : 1 2 18'-10 1/2" 19'-6" 1 0 5 ' - 0 " 9 875'-0"7'-2" 1 5 ' - 0 " 1 5 6 ' - 1 5 / 8 " 0 . 5 0 0 0 : 1 2 26'-0" 657'-2" 4 2 9 @ 5 ' - 0 " 323 @ 5'-0"7'-2" 1 5 6 ' - 0 " 5 2 ' - 0 " 5 2 ' - 0 " 52'-0" D H 3 F 1 8 5 2 3 / 4 " 1 3 / 4 " - - Y e s Y e s 0 0 9 7 3 8 7 H N O T E : R o o f f l a n g e b r a c e s b e t w e e n g r i d J t o D r e q u i r e ( 2 ) W B B C 2 c l i p s a n d ( 1 ) K M A 1 c l i p - S e e S E D B R 0 6 K 3 R o o f f l a n g e b r a c e s b e t w e e n g r i d D t o A r e q u i r e ( 1 ) F B L C 2 c l i p - S e e S E D B R 0 6 J 3 A l l w a l l f l a n g e b r a c e s r e q u i r e ( 1 ) F B L C 2 c l i p - S e e S E D B R 0 6 J 3 0 8 / 2 5 / 2 0 2 2 Part Frame Member Schedule Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight Detail CX007 1 5.0000 .3750 .1345 1'-0" 2'-0" 25'-3 1/8" 594# RBX018 2 6.0000 .2500 .1345 2'-0" 1'-11" 39'-7 13/16" 1010# 3 6.0000 .3750 .1345 1'-11" 1'-11" RBX019 4 6.0000 .3750 .1875 1'-11" 3'-4" 23'-0" 851# 5 6.0000 .3750 .1875 3'-4" 1'-4" RBX020 6 6.0000 .3125 .1644 1'-4" 1'-4" 30'-0" 670# RBX021 7 6.0000 .3750 .1875 1'-4" 3'-3" 20'-0" 769# 8 6.0000 .3750 .1875 3'-3" 2'-2" RBX022 9 6.0000 .3750 .1345 2'-2" 2'-2" 40'-8 7/8" 1097# 10 6.0000 .2500 .1345 2'-2" 2'-0" CX008 11 5.0000 .2500 .1345 1'-0" 2'-0" 16'-10 9/16" 318# ICX005 12 8.0000 .3750 .1644 8 1/2" 8 1/2" 20'-4 9/16" 532# ICX006 13 5.0000 .3750 .1345 8 1/2" 8 1/2" 15'-9 1/16" 288# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 8 F1852 3/4"2 1/4"1/2"2 2 Yes Yes 0097389 B 10 F1852 3/4"2"3/8"4 1 Yes Yes 0097388 C 6 F1852 3/4"2"3/8"2 1 Yes Yes 0097388 D 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 0097389 E 8 F1852 3/4"2 1/2"5/8"2 2 Yes Yes 0097390 1 8 1/2" Dimension Key 2 4'-0" 3 3'-2" 4 3'-10" 5 1'-4 7/8" 6 2 @ 4'-10 3/8" 7 2 @ 5'-0" 8 2'-4" Horiz. Clearance between members 1(CX007) and 11(CX008): 150'-7" Frame Clearances Vert. Clearance at member 1(CX007): 23'-1 5/8" Vert. Clearance at member 11(CX008): 16'-10 9/16" Vert. Clearance at member 12(ICX005): 19'-9 13/16" Vert. Clearance at member 13(ICX006): 17'-8 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 52'-0"52'-0"52'-0" J BL B BL156'-0" FRAME CROSS SECTION AT FRAME LINE(S) 4 FBLC2 FBLC2 FBLC2 FBLC2 1 GFB2043 GFB2055 GFB2072 GFB2090 2 3 3 @ 5 ' - 0 " 4 ES B S A ES B S B FB L C 2 FB L C 2 FB L C 2 FB L C 2 FB L C 2 KM A 1 WB B C 2 WB B C 2 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 KM A 1 WB B C 2 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 WB B C 2 KM A 1 KM A 1 WB B C 2 WB B C 2 WB B C 2 WB B C 2 KM A 1 KM A 1 WB B C 2 WB B C 2 (2 ) G F B 4 0 1 5 GF B 2 1 0 4 GF B 2 1 0 4 GF B 2 1 0 4 (2 ) G F B 2 0 8 6 (2 ) G F B 2 0 6 6 GF B 2 0 6 6 GF B 2 0 6 6 GF B 2 0 6 6 (2 ) G F B 4 0 1 7 GF B 2 0 6 6 GF B 2 0 1 6 GF B 2 0 1 6 (2 ) G F B 3 0 9 6 5 29 @ 5'-0" 6 FBLC2 FBLC2 1 GFB2055 GFB2072 2 3 7 8 26 ' - 0 " 19 ' - 6 " 156'-1 5/8" 0.5000:12 C X 0 0 7 RBX018 RBX019 RBX020 RBX021 RBX022 C X 0 0 8 IC X 0 0 5 IC X 0 0 6 A B C D C A E E lo n g s i d e 99'-6" lo n g s i d e 102'-0" VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D FRAME CROSS SECTION AT FRAME LINE(S) 4 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 11 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = 156 x100x26(HS) Wall 4, Frame 4 13:31:277/25/2022 NOTE: Roof flange braces between grid J to D require (2)WBBC2 clips and (1)KMA1 clip - See SED BR06K3 Roof flange braces between grid D to A require (1)FBLC2 clip - See SED BR06J3 All wall flange braces require (1)FBLC2 clip - See SED BR06J3 D 08/25/2022 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail CX009 1 5.0000 .1875 .1345 1'-0"2'-0"23'-3 1/8"389# RBX003 2 5.0000 .1875 .1345 1'-4"9"12'-7 5/8"172# RBX023 3 5.0000 .1875 .1345 9"11"20'-0"233# 4 5.0000 .1875 .1345 11"9" RBX034 5 5.0000 .1875 .1345 9"1'-0"27'-0"315# 6 5.0000 .1875 .1345 1'-0"9" RBX004 7 5.0000 .1875 .1345 9"1'-0"25'-8 5/16"301# 8 5.0000 .1875 .1345 1'-0"9" RBX027 9 5.0000 .1875 .1345 9"1'-0"26'-0 1/4"304# 10 5.0000 .1875 .1345 1'-0"9" RBX025 11 5.0000 .1875 .1345 9"1'-1"26'-0 1/4"310# 12 5.0000 .1875 .1345 1'-1"9" RBX026 13 5.0000 .1875 .1345 9"1'-5"16'-0"222# CX010 14 5.0000 .1875 .1345 1'-0"2'-0"15'-5 5/8"257# EPX006 15 5.0000 .1345 .1644 1'-0"1'-0"21'-3 5/8"265#BR25A3 EPX007 16 5.0000 .1345 .1644 1'-0"1'-0"20'-1 11/16"251#BR25CA EPX008 17 5.0000 .1345 .1345 1'-0"1'-0"19'-0 11/16"218#BR25CA EPX009 18 5.0000 .1345 .1345 1'-0"1'-0"17'-11 11/16"208#BR25CA EPX010 19 5.0000 .1345 .1345 1'-0"1'-0"16'-9 11/16"192#BR25CA Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 8 F1852 3/4"2 1/4"1/2"2 2 Yes Yes 0097389 B 6 F1852 3/4"2"3/8"1 2 Yes Yes 0097388 C 14 F1852 3/4"2"3/8"3 4 Yes Yes 0097388 D 4 A325 1/2"1 1/2"3/8"1 1 49080 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. 1 8 1/2" Dimension Key 2 4'-0" 3 3'-2" 4 3'-10" 5 1'-4 7/8" 6 2 @ 4'-10 3/8" 7 2 @ 5'-0" 8 2'-4" Horiz. Clearance between members 1(CX009) and 14(CX010): 150'-7" Frame Clearances Vert. Clearance at member 1(CX009): 23'-9 5/8" Vert. Clearance at member 14(CX010): 17'-5 5/8" Vert. Clearance at member 15(EPX006): 23'-3 9/16" Vert. Clearance at member 16(EPX007): 22'-1 5/8" Vert. Clearance at member 17(EPX008): 21'-0 5/8" Vert. Clearance at member 18(EPX009): 19'-11 5/8" Vert. Clearance at member 19(EPX010): 18'-9 11/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 26'-0"26'-0"26'-0"26'-0"26'-0"26'-0" J BL B BL CL G CL F CL E CL D CL C 156'-0" FRAME CROSS SECTION AT FRAME LINE(S) 5 FBLC2 FBLC2 1 GFB2055 GFB2090 2 3 3 @ 5 ' - 0 " 4 DJ C 2 1 DJ C 2 1 DJ C 2 1 DJ C 2 1 DJ C 2 1 DJ C 2 2 FB L C 2 FB L C 2 FB L C 2 FB L C 2 FB L C 2 FB L C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 KM A 1 WB B C 2 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 DJ C 2 1 GF B 2 0 2 2 < S > GF B 2 0 3 3 GF B 2 0 2 4 < S > GF B 2 0 2 5 < S > GF B 2 0 2 7 GF B 2 0 4 2 GF B 2 0 1 6 GF B 1 1 1 3 GF B 1 1 1 5 < S > GF B 2 0 0 1 GF B 2 0 0 6 GF B 2 0 0 1 < S > GF B 1 1 1 4 < S > GF B 2 0 0 1 GF B 2 0 0 0 < S > GF B 1 1 1 5 < S > GF B 2 0 0 1 GF B 2 0 0 0 < S > 5 29 @ 5'-0" 6 FBLC2 002SB056020056 002SB056020056 002SB056020056 002SB056020056 1 GFB2072 2 3 7 8 26 ' - 0 " 19 ' - 6 " 156'-1 5/8" 0.5000:12 C X 0 0 9 RBX003 RBX023 RBX034 RBX004 RBX027 RBX025 RBX026 C X 0 1 0 EP X 0 0 6 EP X 0 0 7 EP X 0 0 8 EP X 0 0 9 EP X 0 1 0 A B B B B B B C D D D D D 102'-0"102'-0"102'-0"102'-0"102'-0"102'-0"102'-0" VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D FRAME CROSS SECTION AT FRAME LINE(S) 5 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 12 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = 156 x100x26(HS) Wall 4, Frame 5 9:49:568/25/2022 NOTE: Roof flange braces between grid J to D require (2)WBBC2 clips and (1)KMA1 clip - See SED BR06K3 Roof flange braces between grid D to A require (1)FBLC2 clip - See SED BR06J3 All wall flange braces require (1)FBLC2 clip - See SED BR06J3 08/25/2022 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX015 1 10.0000 .3750 .1644 1'-6"1'-6"24'-10 15/16"1006# RBX033 2-3 8.0000 .2500 .1875 3'-0"3'-0"20'-7 1/4"885# CX015 4 10.0000 .3750 .1644 1'-6"1'-6"24'-10 15/16"1006# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia. Length Thick. Out In Bolt A 16 F1852 3/4" 2 3/4" 3/4" 4 4 Yes Yes 0097391 B 2 F1852 3/4" 2" 3/4" 4 4 Yes Yes 0097388 1 8" Dimension Key 2 1'-0 1/2" Horiz. Clearance between members 1(CX015) and 4(CX015): 20'-8" Frame Clearances Vert. Clearance at member 1(CX015): 21'-8 1/16" Vert. Clearance at member 4(CX015): 21'-8 1/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 25'-0" 1123'-8" 3 4 PORTAL FRAME ELEVATION ALONG J 1 HFB3060 1 HFB3060 CX 0 1 5 RBX033 CX 0 1 5 A A 24 ' - 1 0 1 5 / 1 6 " 2 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D PORTAL FRAME ELEVATION ALONG J Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 13 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = 156 x100x26(HS) Wall 4, Frame 3 13:31:307/25/2022 B B 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D PRIMARY BRACING SED'S Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 14 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 13:31:357/25/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D PRIMARY BRACING SED'S Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 15 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 15:43:477/25/2022 SEDSheet 08/25/2022 1 RKC152 PG1(+) SSR Fixed Clip Location Part Mark Key1 6"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailE100107HS2411415B000.07307"RS14P9, RS14PBE200108ES2411411B000.11308 1/2"RS12PF, RS12PEE307H2411415DDB000.07307"RS14PBE408E2411411DDB000.11308 1/2"RS12PE, RS12PAE500208ES2411411B000.11308 1/2"RS12PH, RS12PAE600308ES2411414B000.07908 1/2"RS12PH, RS12PAE800408ES25054140000.07908 1/2"RS12PH, RS12PAP108Z2811412B5B00.09808 1/2"3'-10 1/2"RS02T1, RS01T1P208Z301141544B00.07308 1/2"2'-10 1/2"RS01T1P308Z301141244B00.09808 1/2"2'-10 1/2"RS01T1P408Z2811413B5B00.08808 1/2"3'-10 1/2"RS02T1, RS01T1P600108ZS2905413B00.08808 1/2"3'-10 1/2"RS02T1, RS01T1 I d Q t y M a r k N o S p a c i n g 1 1 9 P B A 0 1 0 8 1 ' - 4 7 / 8 " 2 2 3 6 C P B B 0 5 0 1 0 8 ( T y p . ) 5 ' - 0 " 3 8 C P B B 0 5 0 0 0 0 4 ' - 1 0 3 / 8 " 4 1 9 P B A 0 5 0 2 4 ' - 1 0 3 / 8 " 5 4 C P B R A 0 1 1 1 0 2 1 ' - 6 3 / 8 " 6 4 C P B B 0 4 0 4 0 8 4 ' - 2 7 / 8 " 7 9 P B A 0 4 0 6 4 ' - 2 7 / 8 " S e e S E D : B R 0 9 K 5 , B R 0 9 J G , B R 0 9 R Y , B R 0 9 R Z , B R 0 9 J R B R 0 9 J H , B R 0 9 K 2 , B R 0 9 P K , B R 0 9 P H , B R 0 9 Y 2 S e c o n d a r y B r a c i n g S c h e d u l e S h a p e N a m e = 1 5 6 x 1 0 0 x 2 6 ( H S ) , S h a p e = 1 5 x 5 0 ' - 6 " x 1 9 ' - 6 " ( H S ) J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ERD\CedarpointFinalR5.vpc1_ROOF SECONDARY PLAN.dwg 7 / 2 5 / 2 0 2 2 1 4 : 5 9 : 0 5 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : f j i a n g V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . R O O F S E C O N D A R Y P L A N 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P 1 5 N T S 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. B L 5 4 B L 3 2 B L 1 BL J G F E D C BL B BL A R O O F S E C O N D A R Y P L A N 762 762 7 762 7625 1 1 2 R 1 B 2 2 R 1 B 1 + + + + + + 431 431 41 431 431 41 431 431 41 431 4321 11111111111 11111111111 1 R 1 B 4 1 R 1 B 3 1 R 1 B 2 1 R 1 B 1 E 8 P 6 ( T y p . ) E 6 P 4 ( T y p . ) 1 2 4 ' - 6 " 2 5 ' - 0 " 1 5 0 ' - 6 " 15'-0" E 5 P 1 ( T y p . ) E 1 E 4 P 3 P 3 P 3 P 2 ( T y p . ) E 3 E 4 P 2 ( T y p . ) E 3 E 2 P 1 ( T y p . ) E 1 1 2 4 ' - 6 " 2 5 ' - 0 " 2 5 ' - 0 " 2 4 ' - 6 " 1 1 0 0 ' - 0 " 156'-0" 6 ' - 0 " + + + + + + + + H I G H - S I D E F O R C O N S T R U C T I O N 1 6 0 8 / 2 5 / 2 0 2 2 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D ROOF SECONDARY SED'S (a) Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 17 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 13:31:387/25/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D ROOF SECONDARY SED'S (b) Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 18 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 13:31:397/25/2022 SEDSheet 08/25/2022 1 JTG1 2 PG1 3 GC5 4 J36 5 J3 6 G2 7 G4 8 J4 9 G6 10 G8 11 J7 12 J9 13 J10 14 J11 15 GFA106 (AT BOTH SIDES, ONE SIDE SENT FOR LINER AT COLUMN)16 GFA306 (AT BOTH SIDES, ONE SIDE SENT FOR LINER)17 GFA206 (AT BOTH SIDES, ONE SIDE SENT FOR LINER)18 GFA300 19 GCE051062 (CLIP TO CLIP CONNECTION WITH DJC22 SHOWN ON FRAME CROSS SECTION)(DETAIL WS20B4 IS S I M I L A R ) 20 G83 21 G84 22 G67 23 G68 24 005SP050020100 (REFER TO DETAIL WS14AX)Part Mark Key 1 4'-0"2 3'-2"3 2'-4"4 2"5 2'-6"6 3'-6"7 4'-6"8 6"9 1'-8 1/2"10 7 1/2"11 2'-7"12 1'-5"Dimension Key Secondary Part ScheduleMark Part Thick. Depth Lap DetailG12 08Z2505417GG00 0.0600 8 1/2" WS01K2G13 08C0611417GG00 0.0600 8 1/2" WS01K2, WS20F2G14 08Z0611417GG00 0.0600 8 1/2" WS01K2, WS20F2G15 08C2505412GG00 0.0980 8 1/2" WS01K2G16 08Z2505414GG00 0.0790 8 1/2" WS01K2G17 08Z2505416GG00 0.0680 8 1/2" WS01K2G18 00408ZS230971700 0.0600 8 1/2" WSR001, WS01K2G19 00108CS230811500 0.0730 8 1/2" WSR001, WS01K2G2 08C0111417GG00 0.0600 8 1/2" WS20F2, WS01K2G20 00508ZS230531300 0.0880 8 1/2" WSR001, WS01K2G21 00608ZS230251300 0.0880 8 1/2" WSR001, WS01K2G22 00708ZS221171500 0.0730 8 1/2" WSR001, WS01K2G4 08Z0111417GG00 0.0600 8 1/2" WS20F2, WS01K2G6 08C0211417GG00 0.0600 8 1/2" WS20F2, WS01K2G67 00208ZS010141700 0.0600 8 1/2" WSR001X, WS20F2G68 00908ZS010141700 0.0600 8 1/2" WSR001X, WS20F2G69 01408ZS131141700 0.0600 8 1/2" WSR001X, WS20F2G7 08C0511417GG00 0.0600 8 1/2" WS01K2, WS20F2G71 00408CS050071700 0.0600 8 1/2" WSR001, WS20F2G72 01608ZS040861700 0.0600 8 1/2" WSR001, WS20F2G73 00508CS210301500 0.0730 8 1/2" WS04E2, WS01K2G74 08C2505415GG00 0.0730 8 1/2" WS01K2G8 08Z0211417GG00 0.0600 8 1/2" WS01K2, WS20F2G83 01708ZS000801700 0.0600 8 1/2" WSR001, WS20F2G84 00808CS000801700 0.0600 8 1/2" WSR001, WS20F2G9 08Z0511417GG00 0.0600 8 1/2" WS01K2, WS20F2H1 00108JS1600017 0.0600 8 1/2" WS20F9H2 00208JS0500017 0.0600 8 1/2" WS20F9H3 02108JS1100017 0.0600 8 1/2" WS20F9J10 01208JS0101117 0.0600 8 1/2" WS20B4, WS20H2J11 01308JS0111017 0.0600 8 1/2" WS20B4, WS20H2J19 02208JS1404217 0.0600 8 1/2" WS20F9, WS20F2, WS20B2, WS20B8J20 02308JS1404217 0.0600 8 1/2" WS20F9, WS20F2, WS20B2, WS20B8J3 00508JS0103117 0.0600 8 1/2" WS20B4, WS20H2J34 01808JS1501617 0.0600 8 1/2" WS20F9, WS20F2, WS20B1, WS20B8 J36 01708JS0210017 0.0600 8 1/2" WS20FB, WS20B1, WS20H2J4 00608JS0105617 0.0600 8 1/2" WS20B4, WS20H2J6 00808JS0203217 0.0600 8 1/2" WS20B4, WS20H2J7 00908JS0110417 0.0600 8 1/2" WS20B2, WS20H2J9 01108JS0010717 0.0600 8 1/2" WS20B4, WS20H2 F r a m e d O p e n i n g L o c a t i o n s I d W i d t h H e i g h t S i l l H t . F r a m e T o D i m e n . D e s c r i p t i o n F O 1 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " B L J a m b - L 1 8 ' - 6 " 5 0 2 0 W i n d o w F O F O 1 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " B L J a m b - L 7 ' - 6 " 5 0 2 0 W i n d o w F O F O 1 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 1 J a m b - L 1 4 ' - 6 " 5 0 2 0 W i n d o w F O F O 1 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 1 J a m b - L 3 ' - 6 " 5 0 2 0 W i n d o w F O F O 1 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 2 J a m b - L 6 ' - 6 " 5 0 2 0 W i n d o w F O F O 1 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 2 J a m b - L 1 7 ' - 6 " 5 0 2 0 W i n d o w F O F O 1 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 3 J a m b - L 1 3 ' - 6 " 5 0 2 0 W i n d o w F O F O 1 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 3 J a m b - L 2 ' - 6 " 5 0 2 0 W i n d o w F O S h a p e N a m e = 1 5 6 x 1 0 0 x 2 6 ( H S ) , W a l l = 1 , S h a p e = 1 5 x 5 0 ' - 6 " x 1 9 ' - 6 " ( H S ) , W a l l = 1 J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT 1.dwg 8 / 1 7 / 2 0 2 2 1 4 : 1 8 : 1 0 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : f j i a n g V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . S E C O N D A R Y E L E V A T I O N A T 1 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P N T S 2 1 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. F O R C O N S T R U C T I O N S E C O N D A R Y E L E V A T I O N A T 1 F O 1 F O 1 F O 1 F O 1 FO1 F O 1 FO1FO1 1716161616162W1B0122222211111BL BBLA 1 6 1 6 1 8 1 8 1 7 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 15151515 1 W 1 B 5 1 W 1 B 4 1 W 1 B 3 2 222 22 32 32 32 32 2 2 2 2 2 2 1 1 1 1 1 W 1 B 2 2 22 22 32 32 32 32 2 2 2 2 2 2 1 1 1 1 1W1B 1 2 2 32 32 3232 2 2 22 2 21 1 1 11W1B0 2323232322222221111 CCL D C L E C L F C L G C L B L J NBVP - MasonryNBVP - Masonry N B V P - M a s o n r y N B V P - M a s o n r y N B V P - M a s o n r y NBVP - MasonryNBVP - Masonry 1 7 1 ' - 0 " 14'-0"1211'-0"11 54109875'-0"21 G692320222120J19J20H319'-6"18'-10 1/2"15'-0"14'-0" 7 ' - 6 " 5 ' - 0 " 6 ' - 0 " 5 ' - 0 " 5 6 5 ' - 0 " 6 ' - 0 " 5 ' - 0 " 6 ' - 6 " 6 ' - 6 " 5 ' - 0 " 6'-0"5'-0"655'-0"6'-0"5'-0"7'-6" 7 ' - 6 " 1 6 ' - 0 " 5 6 1 6 ' - 0 " 6 ' - 6 " 6 ' - 6 " 16'-0"6516'-0"7'-6"5432@5'-0"21 G 2 2 G 2 1 G 2 0 G 1 9 G 1 8 G 1 7 ( T y p . ) G 1 6 G 1 5 G 1 2 G 7 4 G 1 4 7 6 G 1 3 14 1311 11 4 J34 J34 4 H 2 H 2 H 1 G 1 2 G 7 4 1 0 G 9 G 7 9 12 11 11 4 J34 J34 4 H 2 H 2 H 1 G7410 G 9 G 7 9 J6 8 J34 J34 4 4 H 2 H2H1 G737G72G716 54J34J344H2H2H1 2 6 ' - 0 " 2 6 ' - 0 " 2 6 ' - 0 " 2 6 ' - 0 " 26'- 0 " 26'-0" 26'-0" 19'-6" 1 5 6 ' - 0 " 19 19 2424 1 9 0 8 / 2 5 / 2 0 2 2 1 PG1 2 GC5 3 JTG1Part Mark Key 1 6"2 4'-0"3 3'-2"4 2'-4"5 8"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG2308Z2511417B1000.06008 1/2"10 1/2"WSR001, WS01G3G2408C2411416BD000.06808 1/2"WS01G2, WS01G3G2508C2411413DD000.08808 1/2"WS01G2G2608Z261141711000.06008 1/2"10 1/2"WS01G3G2708C2411416DD000.06808 1/2"WS01G2G2800808ZS2504417000.06008 1/2"WSR001, WS20F2, WS21D5J1201408JS05016170.06008 1/2"WS20F2, WS20B1, WS20B8J1301508JS05016170.06008 1/2"WS20B1, WS20B8 S h a p e N a m e = 1 5 6 x 1 0 0 x 2 6 ( H S ) , W a l l = 2 J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ERD\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT B (a).dwg 7 / 2 5 / 2 0 2 2 1 7 : 2 0 : 5 4 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : f j i a n g V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . S E C O N D A R Y E L E V A T I O N A T B ( a ) 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P 2 2 N T S 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. F O R C O N S T R U C T I O N S E C O N D A R Y E L E V A T I O N A T B 1 W 2 B 4 3 1 W 2 B 3 21 21 1 W 2 B 2 1W2B1CL 4 C L 3 C L 2 C L C L B L 1 BL 5 N B V P - M a s o n r y N B V P - M a s o n r y 5 8 ' - 4 " 1 6 ' - 0 " 42@5'-0"32 G 2 3 ( T y p . ) G 2 4 G 2 8 G 2 6 ( T y p . ) G 2 7 J13 J12 G 2 6 ( T y p . ) G 2 5 G24G23(Typ.) 1 2 4 ' - 6 " 2 5 ' - 0 " 2 5 ' - 0 " 24'-6"1 19'-6" 1 0 0 ' - 0 " 2 0 0 8 / 2 5 / 2 0 2 2 1 JTG1 2 PG1 3 GC5 4 J36 5 J7 6 J10 7 J11 8 G2 9 G4 10 J9 11 G6 12 G8 13 J37 14 J14 15 J17 16 GFA206 (AT BOTH SIDES, ONE SIDE SENT FOR LINER)17 GFA300 (AT BOTH SIDES, ONE SIDE SENT FOR LINER)18 GFA106 19 GFA306 (AT BOTH SIDES, ONE SIDE SENT FOR LINER)20 GCE051062 (CLIP TO CLIP CONNECTION WITH DJC21 SHOWN ON FRAME CROSS SECTION)(DETAIL WS20B4 SIMI L A R ) 21 GCE051073 (CLIP TO CLIP CONNECTION WITH DJC22 SHOWN ON FRAME CROSS SECTION)(DETAIL WS20B4 SIMI L A R ) Part Mark Key 1 4'-0"2 3'-2"3 3'-10"4 2'-6"5 3'-6"6 1'-2"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG1208Z2505417GG000.06008 1/2"WS01K2G1308C0611417GG000.06008 1/2"WS20F2, WS01K2G1408Z0611417GG000.06008 1/2"WS20F2, WS01K2G1508C2505412GG000.09808 1/2"WS01K2G1608Z2505414GG000.07908 1/2"WS01K2G1708Z2505416GG000.06808 1/2"WS01K2G1800408ZS2309717000.06008 1/2"WSR001, WS01K2G1900108CS2308115000.07308 1/2"WSR001, WS01K2G208C0111417GG000.06008 1/2"WSR001, WS20F2, WS01K2G2000508ZS2305313000.08808 1/2"WSR001, WS01K2G2100608ZS2302513000.08808 1/2"WSR001, WS01K2G2200708ZS2211715000.07308 1/2"WSR001, WS01K2G3001008ZS0503417000.06008 1/2"WSR001, WS20F2G3100208CS0501017000.06008 1/2"WSR001, WS20F2G3201108ZS0409117000.06008 1/2"WSR001, WS20F2G408Z0111417GG000.06008 1/2"WS01K2, WS20F2G608C0211417GG000.06008 1/2"WS20F2, WS01K2G708C0511417GG000.06008 1/2"WS20F2, WS01K2G7408C2505415GG000.07308 1/2"WS01K2G7500608CS2211215000.07308 1/2"WSR001, WS01K2G808Z0211417GG000.06008 1/2"WS01K2, WS20F2G908Z0511417GG000.06008 1/2"WS01K2, WS20F2H100108JS16000170.06008 1/2"WS20F9H200208JS05000170.06008 1/2"WS20F9J1001208JS01011170.06008 1/2"WS20B4, WS20H2J1101308JS01110170.06008 1/2"WS20B4, WS20H2J1401608JS01050170.06008 1/2"WS20B4, WS20H2J1701908JS01023170.06008 1/2"WS20B4, WS20H2J3401808JS15016170.06008 1/2"WS20FB, WS20F9, WS20F2, WS20B1, WS20B8J3500308JS15016170.06008 1/2"WS20F9, WS20F2, WS20B1, WS20B8J3601708JS02100170.06008 1/2"WS20FB, WS20F9, WS20B1, WS20H2J3700408JS02032170.06008 1/2"WS20B4, WS20H2J700908JS01104170.06008 1/2"WS20B2, WS20H2J901108JS00107170.06008 1/2"WS20B4, WS20H2 F r a m e d O p e n i n g L o c a t i o n s I d W i d t h H e i g h t S i l l H t . F r a m e T o D i m e n . D e s c r i p t i o n F O 1 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 2 J a m b - L 1 8 ' - 6 " 5 0 2 0 W i n d o w F O F O 2 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 4 J a m b - L 1 7 ' - 6 " 5 0 2 0 W i n d o w F O F O 3 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 3 J a m b - L 1 4 ' - 6 " 5 0 2 0 W i n d o w F O F O 4 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 5 J a m b - L 1 3 ' - 6 " 5 0 2 0 W i n d o w F O F O 5 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 3 J a m b - L 3 ' - 6 " 5 0 2 0 W i n d o w F O F O 6 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 5 J a m b - L 2 ' - 6 " 5 0 2 0 W i n d o w F O F O 7 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 2 J a m b - L 7 ' - 6 " 5 0 2 0 W i n d o w F O F O 8 5 ' - 0 " 2 ' - 0 " 1 5 ' - 2 " 4 J a m b - L 6 ' - 6 " 5 0 2 0 W i n d o w F O S h a p e N a m e = 1 5 6 x 1 0 0 x 2 6 ( H S ) , W a l l = 3 J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT 5.dwg 8 / 1 7 / 2 0 2 2 1 4 : 5 3 : 2 2 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : n f o r d V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . S E C O N D A R Y E L E V A T I O N A T 5 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P 2 3 N T S 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. F O R C O N S T R U C T I O N S E C O N D A R Y E L E V A T I O N A T 5 F O 8 F O 7 F O 6 F O 5 F O 4 F O 3 F O 2 F O 1 1 9 1 7 1 7 1 6 1 8 1 8 1 8 1 8 1 8 1 8 1 8 1 8 1 8 1 8 1 8 1 8 1 8 1 8 1 8 1918191817181716 1 W 3 B 5 2 32 32 32 32 2 2 2 2 2 2 1 1 1 1 1 1 W 3 B 4 2 2 32 32 32 32 2 2 2 2 2 2 1 1 1 1 1 W 3 B 3 222 22 32 32 32 32 2 2 2 2 2 2 1 1 1 1 1 W 3 B 2 2 2 22 22 32 32 32 32 2 2 2 2 2 2 1 1 1 1 1 W 3 B 1 1W3B0 C C L D C L E C L F C L GCL B L B BL J N B V P - M a s o n r y N B V P - M a s o n r y N B V P - M a s o n r y N B V P - M a s o n r y NBVP - Masonry 6 614'-0" 6 614'-0" 6 614'-0" 6 614'-0" 7 ' - 6 " 5 ' - 0 " 6 ' - 0 " 5 ' - 0 " 4 5 5 ' - 0 " 6 ' - 0 " 5 ' - 0 " 6 ' - 6 " 6 ' - 6 " 5 ' - 0 " 6 ' - 0 " 5 ' - 0 " 5 4 5 ' - 0 " 6 ' - 0 " 5 ' - 0 " 7 ' - 6 " 7 ' - 6 " 1 6 ' - 0 " 4 5 1 6 ' - 0 " 6 ' - 6 " 6 ' - 6 " 1 6 ' - 0 " 5 4 1 6 ' - 0 " 7 ' - 6 " 32@2'-6"2@5'-0"21 G 7 5 G 3 2 9 G 3 1 8 G 3 0 15 J35 J34 4 4 H 2 H 2 H 1 G 7 4 G 9 1 2 1 1 G 7 14 13 J34 J34 4 4 H 2 H 2 H 1 G 1 2 G 7 4 G 9 1 2 1 1 G 7 105 5 4 J34 J34 4 H 2 H 2 H 1 G 1 2 G 7 4 9 G 1 4 G 1 3 8 7 6 5 5 4 J34 J34 4 H 2 H 2 H 1 G 1 7 ( T y p . ) G 1 6 G 1 5 G22G21G20G19G18 2 6 ' - 0 " 2 6 ' - 0 " 2 6 ' - 0 " 2 6 ' - 0 " 2 6 ' - 0 " 26'-0" 19'-6" 26'-0" 1 5 6 ' - 0 " 21 20 2 1 0 8 / 2 5 / 2 0 2 2 1 6"2 4'-0"3 3'-2"4 3'-10"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG2308Z2511417B1000.06008 1/2"10 1/2"WSR001, WS01G3G2408C2411416BD000.06808 1/2"WSR001, WS01G2G2508C2411413DD000.08808 1/2"WS01G2G2608Z261141711000.06008 1/2"10 1/2"WS01G3 S h a p e N a m e = 1 5 6 x 1 0 0 x 2 6 ( H S ) , W a l l = 4 J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ERD\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT J.dwg 7 / 2 5 / 2 0 2 2 1 7 : 2 2 : 5 1 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : n f o r d V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . S E C O N D A R Y E L E V A T I O N A T J 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P N T S 2 2 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. F O R C O N S T R U C T I O N S E C O N D A R Y E L E V A T I O N A T J 1 W 4 B 4 1 W 4 B 3 1 W 4 B 2 1W4B1 C L 4 C L 3 C L 2 C L CL B L 5 BL 1 N B V P - M a s o n r y 43@5'-0"32 G 2 4 G 2 3 ( T y p . ) G 2 6 ( T y p . ) G 2 5 G 2 6 ( T y p . ) G 2 5 G24G23(Typ.) 1 2 4 ' - 6 " 2 5 ' - 0 " 2 5 ' - 0 " 24'-6"1 26'-0" 1 0 0 ' - 0 " 0 8 / 2 5 / 2 0 2 2 1 JTG1 2 PG1 3 G2 4 G4 5 GFA200 6 GFA106Part Mark Key 1 2'-10"2 2'-0"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG208C0111417GG000.06008 1/2"WS20F2, WS01K2G3708C0311417GG000.06008 1/2"WS20F2, WS01K2G408Z0111417GG000.06008 1/2"WS20F2, WS01K2G4308Z0311417GG000.06008 1/2"WS20F2, WS01K2G4608Z2405417GG000.06008 1/2"WSR001, WS01K2G5708C2308417GU000.06008 1/2"WS28D1, WS01K2G5908Z2308417GU000.06008 1/2"WS28D1, WS01K2G708C0511417GG000.06008 1/2"WS20F2, WS01K2G908Z0511417GG000.06008 1/2"WS20F2, WS01K2H100108JS16000170.06008 1/2"WS20F9J3301008JS17042170.06008 1/2"WS20F9, WS20F2, WS20B2, WS20B8, WS01K2 S h a p e N a m e = 1 5 6 x 1 0 0 x 2 6 ( H S ) , W a l l = 1 J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ERD\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT D.dwg 7 / 2 5 / 2 0 2 2 1 8 : 1 5 : 1 5 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : f j i a n g V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . S E C O N D A R Y E L E V A T I O N A T D 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P 2 5 N T S 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. F O R C O N S T R U C T I O N S E C O N D A R Y E L E V A T I O N A T D 6 5 5 6 5 5 6 5 5 1P1B0 22 22 22 22 1 1 1 1 2 2 2 2 1 1 1 1 1 1 1 1 CL B L 5 BL 1 N B V P - M a s o n r y 14'-0" 14'-0" 2 9 ' - 6 " 1 6 ' - 0 " 7 ' - 0 " 1 6 ' - 0 " 31'-6"24'-8"5'-0"17'-2" G 4 6 G 4 6 G59 G 5 9 G59 G 5 9 G 4 3 G 9 4 G 4 3 G 5 9 G59 G 4 3 G 9 4 G 4 3 G 5 7 G57 G 3 7 G 7 3 G 3 7 J33 J33 J33 J33 H 1 H 1 21'-8" 2 5 ' - 0 " 2 5 ' - 0 " 2 5 ' - 0 " 25'-0"21'-8" 1 0 0 ' - 0 " 666 6 6 6 6 P A R T I T I O N W A L L A T D GIRTS CONNECTS TOSYMMETRICAL SHOPWELDED CLIP AT EACHRAFTER WEB. G I R T S C O N N E C T S T O S Y M M E T R I C A L S H O P W E L D E D C L I P A T E A C H R A F T E R W E B . G I R T S C O N N E C T S T O S Y M M E T R I C A L S H O P W E L D E D C L I P A T E A C H R A F T E R W E B . GIRTS CONNECTS TOSYMMETRICAL SHOPWELDED CLIP ATENDPOST FLANGE G I R T S C O N N E C T S T O S Y M M E T R I C A L S H O P W E L D E D C L I P A T E N D P O S T F L A N G E 2 3 0 8 / 2 5 / 2 0 2 2 1 6"2 4'-0"3 3'-2"4 4'-6"5 2'-2 1/2"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG2308Z2511417B1000.06008 1/2"10 1/2"WSR001, WS01G3G5008C2505413BD000.08808 1/2"WSR001, WS01G2G5108Z2605417B1000.06008 1/2"10 1/2"WSR001, WS01G3G5208C2411413BD000.08808 1/2"WSR001, WS01G2G6300308ZS2411417000.06008 1/2"10 1/2"WSR001, WS01G2 S h a p e N a m e = 1 5 x 5 0 ' - 6 " x 1 9 ' - 6 " ( H S ) , W a l l = 2 J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ERD\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT A.dwg 7 / 2 5 / 2 0 2 2 1 8 : 1 5 : 4 5 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : n f o r d V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . S E C O N D A R Y E L E V A T I O N A T A 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P N T S 2 4 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. F O R C O N S T R U C T I O N S E C O N D A R Y E L E V A T I O N A T A 2 W 2 B 2 2 W 2 B 1 C L 2 C L CL B L 1 BL 3 N B V P - M a s o n r y 545'-0"32 G 2 3 ( T y p . ) G 5 2 G 6 3 G 5 1 ( T y p . ) G 5 0 1 2 4 ' - 6 " 2 5 ' - 0 " 1 18'-10 1/2" 5 0 ' - 6 " 0 8 / 2 5 / 2 0 2 2 1 GFA206 2 1XP07002100, W/GCR051030 3 005SP050020100(SEE DETAIL WS14BX)Part Mark Key 1 4'-0"2 3'-2"3 4'-6"4 2'-10"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG6901408ZS1311417000.06008 1/2"WSR001, WSR001XG8100308CS1304017000.06008 1/2"WSR001, WSR001XG8201308ZS1304017000.06008 1/2"WSR001, WS14BX S h a p e N a m e = 1 5 x 5 0 ' - 6 " x 1 9 ' - 6 " ( H S ) , W a l l = 3 J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT 3.dwg 8 / 1 7 / 2 0 2 2 1 7 : 5 8 : 0 7 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : f j i a n g V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . S E C O N D A R Y E L E V A T I O N A T 3 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P 2 8 N T S 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. F O R C O N S T R U C T I O N S E C O N D A R Y E L E V A T I O N A T 3 1 1 1 1 2 W 3 B 0 B L A B L B N B V P - M a s o n r y 435'-0"21 G 8 2 G 8 1 G 6 9 ( T y p . ) 18'-10 1/2" 19'-6" 1 5 ' - 0 " 3 2 B B S E E D E T A I L W S 1 4 A X S E C T I O N A - A C E E S E C T I O N F O R S H I M P L A T E R E F E R E N C E BL BL SIDE WALL CEEGIRT AT MAINBUILDING END WALL CEEGIRT AT LEAN-TO BUILDING1XP07002100(L-SHAPE)SHIP-LOOSESPACER PLATE GCR0510301BETWEEN GIRT WEB AND1XP PLATESECTION B-B W S 1 4 B X W S R 0 0 1 X 2 5 W S R 0 0 1 X 0 8 / 2 5 / 2 0 2 2 1 JTG1 2 VCC05403100 3 PG1 4 006SB060030083 5 J40 6 J41 7 G78 8 G54 9 G79 10 G77 11 GCE051060Part Mark Key 1 4'-0"2 3'-2"3 4'-6"4 2'-2 1/2"5 3'-6"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG5408Z0206017GP000.06008 1/2"WS14A2, WS20F2G7708C0206017GP000.06008 1/2"WS14A2, WS20F2G7801208ZS0302417000.06008 1/2"WS14A2, WS20F2G7900708CS0302417000.06008 1/2"WS14A2, WS20F2G8001508ZS1403017000.06008 1/2"WS14A2H402608JS08000170.06008 1/2"WS20F9J2302708JS09102170.06008 1/2"WS20F9, WS20F2, WS20B2, WS20B8J2402808JS03104170.06008 1/2"WS20B2, WS20H2J4002408JS01006170.06008 1/2"WS20H2J4102508JS01047170.06008 1/2"WS20H2J3800708JS04027170.06008 1/2"J3902008JS05024170.06008 1/2" S h a p e N a m e = 1 5 x 5 0 ' - 6 " x 1 9 ' - 6 " ( H S ) , W a l l = 1 J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_WALL SECONDARY ELEVATION PARTITION OR MI S C . 1 . d w g 8 / 1 8 / 2 0 2 2 1 1 : 2 9 : 1 1 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : f j i a n g V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . W A L L S E C O N D A R Y E L E V A T I O N P A R T I T I O N O R M I S C . 1 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P 3 0 N T S 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. F O R C O N S T R U C T I O N W A L L S E C O N D A R Y E L E V A T I O N P A R T I T I O N O R M I S C . 1 2 P 1 B 0 43 43 2 33 33 33 2 2 33 3 3 1 2 2 1 1 2 2 1 B L B B L A C M U S t e m W a l l 10'-0" 5 8 ' - 0 " 5 435'-0"21 G 8 0 G 8 0 1 0 9 8 7 6 5 J24 J24 J23 J23 H 4 7 1/2"18'-10 1/2" 1 5 ' - 0 " 19'-6" 18'-10 1/2" 1 5 ' - 0 " 1 1 F I E L D L O C A T E J 3 8 A N D J 3 9 . F I E L D D R I L L ( 2 ) 9 / 1 6 " D I A . H O L E S I N P U R L I N A N D E A V E S T R U C T L O W E R F L A N G E S . U S E ( 2 ) 1 / 2 " x 1 1 / 2 " A 3 2 5 B O L T S ( 4 9 0 8 0 ) A T E A C H E N D O F J 3 8 A N D J 3 9 F O R C O N N E C T I O N . F I E L D L O C A T E A N D F I E L D D R I L L ( 2 ) 9 / 1 6 " D I A . H O L E S I N W E B O F J 3 8 A N D J 3 9 F O R 0 0 6 S B 0 6 0 0 3 0 0 8 3 C L I P C O N N E C T I O N . U S E ( 2 ) 1 / 2 " x 1 1 / 2 " A 3 2 5 B O L T S ( 4 9 0 8 0 ) F O R C O N N E C T I O N . J 3 8 J 3 9 2 6 0 8 / 2 5 / 2 0 2 2 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D WALL SECONDARY SED'S (a) Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 27 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 13:31:517/25/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D WALL SECONDARY SED'S (b) Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 28 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 13:31:537/25/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D WALL SECONDARY SED'S Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 29 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 13:30:358/18/2022 SEDSheet 08/25/2022 Id Covering Schedule Qty Start Length Qty Stagger LengthType Gage OP Fin.Color #53 13 26'-2 7/8"13 31'-2 7/8"SSR 24 2 G TD #52 76 30'-4"77 30'-4"SSR 24 2 G TD #60 26 30'-4 1/8"25 25'-4 1/8"SSR 24 2 G TD #55 26 25'-4"25 25'-4"SSR 24 2 G TD #54 13 11'-2 3/4"12 16'-2 3/4"SSR 24 2 G TD Oper. Code:2=SQ,SQ Finish:G=Galvalume Color:TD=Standard Color Id Trim Schedule Parts Color Details T1 EA2R,FPRF1 Cool Ebony RC38N2 T2 MCC1 Cool Ebony RC38AJ T3 EA2L,FPRF1 Cool Ebony RC38N2 T4 EA2R,FPRF1 Cool Ebony RC38N2 Qty Accessory Schedule Color Description Detail 6 Cool Ebony 3070 PR/LR Door Trim Kit (500/700 Series) 1 1'-0" Starter Panel (Cut Dim. = 1'-1") Dimension Key detailed for a UL90 rating Construction #113 or 113A - The roof panels on this project has been" Ice Damming Conditions Exist 15 6 ' - 0 " 100'-0" 1 26 ' - 2 7 / 8 " 31 ' - 2 7 / 8 " (26)#53 1 30 ' - 4 " 30 ' - 4 " (51)#52 30 ' - 4 " 30 ' - 4 " (51)#52 30 ' - 4 1 / 8 " 25 ' - 4 1 / 8 " (51)#60 25 ' - 4 " 25 ' - 4 " (51)#55 30 ' - 4 " 30 ' - 4 " (51)#52 11 ' - 2 3 / 4 " 16 ' - 2 3 / 4 " (25)#54 T1 T2 T2 15 ' - 0 " T3 T4 ROOF COVERING PLAN A BL B BL C D E F G J BL 1 BL 2 3 BL 4 5 BL 50'-6"49'-6" VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D ROOF COVERING PLAN Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 30 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 156 x100x26(HS), Shape = 15x50'-6"x19'-6"(HS) 13:48:158/18/2022 08/25/2022 Liner/Soffit ScheduleIdQtyTypeLengthGageOPFinishColorDirectionCut#5734PR17'-0 3/4"261KGGLeft to Right#5634PR15'-4"261KGGLeft to Right#4917PR19'-0 1/4"261KGGLeft to Right#891PR6'-0"261KGGLeft to Right#8517PR15'-2 1/2"261KGGLeft to Right#8317PR19'-2"261KGGLeft to RightOper. Code:1=SQ, SQFinish:K=KXL (Kynar)Color:GG=Cool Granite Gray L i n e r T r i m S c h e d u l e I d P a r t s C o l o r D e t a i l s T 1 ( 1 1 ) J T 1 0 M a t c h R o o f C o l o r W C 6 1 A 8 T 2 ( 4 ) J T 1 0 M a t c h R o o f C o l o r W C 6 1 A 8 Fastener SchedulePartDescription0097584-112(T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer S h a p e N a m e = 1 5 6 x 1 0 0 x 2 6 ( H S ) , S h a p e = 1 5 x 5 0 ' - 6 " x 1 9 ' - 6 " ( H S ) J O B N O D A T E D R A W N / C H E C K P A G E B U I L D E R C U S T O M E R L O C A T I O N P R O J E C T B U I L D E R S P O # D A T E R E V B Y D E S C R I P T I O N V P B U I L D I N G S V A R C O P R U D E N A B l u e S c o p e S t e e l C o m p a n y a d i v i s i o n o f B l u e S c o p e B u i l d i n g s N o r t h A m e r i c a , I n c . T H E G E N E R A L C O N T R A C T O R A N D / O R E R E C T O R I S S O L E L Y R E S P O N S I B L E F O R A C C U R A T E G O O D Q U A L I T Y W O R K M A N S H I P I N E R E C T I N G T H I S B U I L D I N G I N A C C O R D A N C E W I T H T H I S D R A W I N G , D E T A I L S R E F E R E N C E D I N T H I S D R A W I N G , A L L A P P L I C A B L E V P B U I L D I N G S E R E C T I O N G U I D E S , A N D I N D U S T R Y S T A N D A R D S P E R T A I N I N G T O P R O P E R E R E C T I O N , I N C L U D I N G T H E C O R R E C T U S E O F T E M P O R A R Y B R A C I N G . THE VP ENGINEER'S SEAL APPLIES ONLY T O T H E WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP. THE VP ENGINEER'S SEAL DOES NOT A P P L Y TO THE PERFORMANCE OR DESIGN OF AN Y OTHER PRODUCT OR COMPONENT FURNIS H E D BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE D B Y VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_ROOF LINER PLAN.dwg 8 / 1 8 / 2 0 2 2 1 4 : 0 9 : 1 2 S A V E D A T E : S A V E T I M E : L A S T S A V E D B Y : n f o r d V P C V E R S I O N : V P B u i l d i n g s 3 2 0 0 P l a y e r s C l u b C i r c l e M e m p h i s T N 3 8 1 2 5 D T H I S D R A W I N G , I N C L U D I N G T H E I N F O R M A T I O N H E R E O N , R E M A I N S T H E P R O P E R T Y O F V P B U I L D I N G S . I T I S P R O V I D E D S O L E L Y F O R E R E C T I N G T H E B U I L D I N G D E S C R I B E D I N T H E A P P L I C A B L E P U R C H A S E O R D E R A N D M A Y B E R E P R O D U C E D O N L Y F O R T H A T P U R P O S E . I T S H A L L N O T B E M O D I F I E D , R E P R O D U C E D O R U S E D F O R A N Y O T H E R P U R P O S E W I T H O U T P R I O R W R I T T E N A P P R O V A L O F V P B U I L D I N G S . R O O F L I N E R P L A N 2 0 2 2 . 1 b T i t a n S t e e l R e x b u r g , I d a h o C e d a r p o i n t F i n a l 2 2 - 0 1 2 2 4 1 - 0 1 0 7 / 2 5 / 2 0 2 2 F J J L P N T S 3 4 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. F O R C O N S T R U C T I O N B L 5 4 B L 3 2 B L 1 BLJ G F E D C BLB BLA ( V i e w f r o m o u t s i d e B u i l d i n g ) R O O F L I N E R P L A N T2 T2 T2 15'-0" T1 T1 T1 T1 T1 ( 1 7 ) # 8 3 ( 1 7 ) # 8 5 # 8 9 ( 1 7 ) # 4 9 ( 3 4 ) # 5 6 ( 3 4 ) # 5 7 1 0 0 ' - 0 " 156'-0" 3 1 N O T E : ( 1 ) # 8 9 S E N T F O R T H I S A R E A I F N E E D E D , F O R A N Y F I E L D C U T T I N G M I S H A P S , F I E L D C U T A S R E Q U I R E D T O F I T . 0 8 / 2 5 / 2 0 2 2 Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Increment Direction #79 34 W 5'-7 1/2"26 F K GZ Left to Right #1 3 W 12'-5"26 1 K GG 1 1/2"Left to Right #3 4 W 5'-8 1/2"26 1 K GG 1 1/2"Left to Right #2 3 W 13'-3 1/2"26 1 K GG 1 1/2"Left to Right #5 5 W 6'-7"26 1 K GG 1 1/2"Left to Right #4 5 W 14'-3 1/2"26 1 K GG 1 1/2"Left to Right #7 4 W 7'-10"26 1 K GG 1 1/2"Left to Right #6 3 W 15'-5"26 1 K GG 1 1/2"Left to Right #9 5 W 8'-8 1/2"26 1 K GG 1 1/2"Left to Right #8 20 W 16'-5"26 1 K GG 1 1/2"Left to Right #39 2 W 5'-7 1/2"26 F K GZ Left to Right #61 1 W 11'-9 1/2"26 1 K GG Left to Right #59 3 W 4'-10"26 1 K GG 1 1/2"Left to Right #64 1 W 12'-3 1/2"26 1 K GG Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (0.5)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T2 (0.4)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T3 (0.9)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T4 (4.0)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T5 DFT12,DFT05,HTS14,HTS03 Cool Ebony WC24A2 T6 DFT05,JT05 Cool Ebony WC24A1 T7 HTS05 Cool Ebony WC31A2X T8 HT05 Cool Ebony WC24A4X T9 (16)RFR10-130,(8)RKF20,(16)RSB10,(16)RSC10 Cool Ebony RC10A1,RC30A1,RS10L5 T10 DFT12,JT12 Cool Ebony WC24A1 T11 CT20,CT05 Cool Ebony WC20A1 T12 DFT12,HTS12 Cool Ebony WC24A2 T13 (2)RFR10-130,RKF16,(2)RSB10,(2)RSC10 Cool Ebony RC10A1,RC30A1,RS10L5 T14 DFT12,JT12 Cool Ebony WC24A1 T15 CT20 Cool Ebony WC20A1 T16 (0.1)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T17 (0.2)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 Part Fastener Schedule Description 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 1 2'-7" Dimension Key 2 1'-5" NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - MasonryNBVP - Masonry NBVP - Masonry 156'-0" 19 ' - 6 " 26 ' - 0 " B BL J BL 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#79 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#79 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (5)#79 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#79 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (20)#79 2' - 0 " 12 ' - 5 " 12 ' - 6 1 / 2 " 12 ' - 8 " (3)#1 5' - 8 1 / 2 " 5' - 1 0 " 5' - 1 1 1 / 2 " 6' - 1 " (4)#3 13 ' - 3 1 / 2 " 13 ' - 5 " 13 ' - 6 1 / 2 " (3)#2 6' - 7 " 6' - 8 1 / 2 " 6' - 1 0 " 6' - 1 1 1 / 2 " 7' - 1 " (5)#5 14 ' - 3 1 / 2 " 14 ' - 5 " 14 ' - 6 1 / 2 " 14 ' - 8 " 14 ' - 9 1 / 2 " (5)#4 7' - 1 0 " 7' - 1 1 1 / 2 " 8' - 1 " 8' - 2 1 / 2 " (4)#7 15 ' - 5 " 15 ' - 6 1 / 2 " 15 ' - 8 " (3)#6 8' - 8 1 / 2 " 8' - 1 0 " 8' - 1 1 1 / 2 " 9' - 1 " 9' - 2 1 / 2 " (5)#9 16 ' - 5 " 16 ' - 6 1 / 2 " 16 ' - 8 " 16 ' - 9 1 / 2 " 16 ' - 1 1 " 17 ' - 0 1 / 2 " 17 ' - 2 " 17 ' - 3 1 / 2 " 17 ' - 5 " 17 ' - 6 1 / 2 " 17 ' - 8 " 17 ' - 9 1 / 2 " 17 ' - 1 1 " 18 ' - 0 1 / 2 " 18 ' - 2 " 18 ' - 3 1 / 2 " 18 ' - 5 " 18 ' - 6 1 / 2 " 18 ' - 8 " 18 ' - 9 1 / 2 " (20)#8 T1 T2 T2T3 T4 T5 T5 T5 T5 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T7 T7 T7 T7 T7 T7 T7 T7 T8 T8 T8 T8 T8 T8 T8 T8 T 9 T1 0 T1 0 T1 0 T1 0 T1 0 T1 0 T1 0 T1 0 T1 1 15'-0" 18 ' - 1 0 1 / 2 " 19 ' - 6 " A BL B BL 5' - 7 1 / 2 " #39 5' - 7 1 / 2 " #39 2' - 0 " 11 ' - 9 1 / 2 " #61 4' - 1 0 " 4' - 1 1 1 / 2 " 5' - 1 " (3)#59 12 ' - 3 1 / 2 " #64 T12 T 1 3 T1 4 T1 4 T1 5 171'-0" 1 11'-0"2 7'-6"16'-0"6'-0"16'-0"13'-0"16'-0"6'-0"16'-0"59'-6" COVERING ELEVATION AT 1 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING ELEVATION AT 1 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 32 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 156 x100x26(HS), Wall = 1, Shape = 15x50'-6"x19'-6"(HS), Wall = 1 14:36:158/18/2022 T16 T17 08/25/2022 Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #50 32 W 5'-7 1/2"26 F K GZ Left to Right #63 5 W 11'-8 5/8"26 1 K GG Left to Right #65 17 W 12'-8"26 1 K GG Left to Right #22 2 W 11'-5 5/8"26 1 K GG Left to Right #37 10 W 11'-8 5/8"26 1 K GG Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (4.4)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T2 DFT10,JT07 Cool Ebony WC24A1 T3 DFT10,HTS10 Cool Ebony WC24A2 T4 (2)EF20A,EF12A,(5)RFR10-130 Cool Ebony RC03A2,RC31A1,RCV536,WC04G1,WC11F1 T5 CT20 Cool Ebony WC20A1 T6 (5.1)TRMX02 Cool Granite Gray WC61GA T7 ICF20 Cool Ebony WC21A1 T8 (1.7)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T9 (ALTERNATE TRIM COLOR SENT)DFT10,JT07 Cool Zinc Gray WC24A1 T10 (ALTERNATE TRIM COLOR SENT)DFT10,HTS10 Cool Zinc Gray WC24A2 T11 (ALTERNATE TRIM COLOR SENT)ICF16 Cool Granite Gray WC21A1 T12 (ALTERNATE TRIM COLOR SENT)ICF10 Cool Zinc Gray WC21A1 Part Fastener Schedule Description 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer NBVP - Masonry NBVP - Masonry 100'-0" 19 ' - 6 " 5 BL 1 BL (22)#50 (5)#63 (10)#50 2' - 0 " (17)#65 (2)#22 (10)#37 T1 T2 / T 9 T2 / T 9 T3/T10 T4 T5 T6 T7 T8 66'-0"8'-4"25'-8" COVERING ELEVATION AT B VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING ELEVATION AT B Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 33 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 156 x100x26(HS), Wall = 2 14:51:158/18/2022 T1 1 T1 2 NOTE: (3)W03000261KGG (Id #5000) SENT FOR BEAM PENETRATION FOR LEAN-TO RAFTERS IF REQUIRED. REFER TO DETAIL WC82A1 08/25/2022 Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Increment Direction #51 34 W 5'-7 1/2"26 F K GZ Left to Right #21 20 W 18'-9 1/2"26 1 K GG -1 1/2"Left to Right #32 5 W 9'-2 1/2"26 1 K GG -1 1/2"Left to Right #24 3 W 15'-8"26 1 K GG -1 1/2"Left to Right #34 4 W 8'-2 1/2"26 1 K GG -1 1/2"Left to Right #30 5 W 14'-9 1/2"26 1 K GG -1 1/2"Left to Right #36 5 W 7'-1"26 1 K GG -1 1/2"Left to Right #31 3 W 13'-6 1/2"26 1 K GG -1 1/2"Left to Right #38 4 W 6'-1"26 1 K GG -1 1/2"Left to Right #33 3 W 12'-8"26 1 K GG -1 1/2"Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (4.0)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T2 (0.4)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T3 (0.9)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T4 (0.5)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T5 DFT12,DFT05,HTS14,HTS03 Cool Ebony WC24A2 T6 DFT05,JT05 Cool Ebony WC24A1 T7 HTS05 Cool Ebony WC31A2X T8 HT05 Cool Ebony WC24A4X T9 (16)RFR10-130,(8)RKF20,(16)RSB10,(16)RSC10 Cool Ebony RC10A1,RC30A1,RS10L5 T10 DFT12,JT12 Cool Ebony WC24A1 T11 CT20,CT05 Cool Ebony WC20A1 Part Fastener Schedule Description 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - Masonry 156'-0" 26 ' - 0 " 19 ' - 6 " J BL B BL 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (20)#51 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#51 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (5)#51 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#51 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#51 2' - 0 " 18 ' - 9 1 / 2 " 18 ' - 8 " 18 ' - 6 1 / 2 " 18 ' - 5 " 18 ' - 3 1 / 2 " 18 ' - 2 " 18 ' - 0 1 / 2 " 17 ' - 1 1 " 17 ' - 9 1 / 2 " 17 ' - 8 " 17 ' - 6 1 / 2 " 17 ' - 5 " 17 ' - 3 1 / 2 " 17 ' - 2 " 17 ' - 0 1 / 2 " 16 ' - 1 1 " 16 ' - 9 1 / 2 " 16 ' - 8 " 16 ' - 6 1 / 2 " 16 ' - 5 " (20)#21 9' - 2 1 / 2 " 9' - 1 " 8' - 1 1 1 / 2 " 8' - 1 0 " 8' - 8 1 / 2 " (5)#32 15 ' - 8 " 15 ' - 6 1 / 2 " 15 ' - 5 " (3)#24 8' - 2 1 / 2 " 8' - 1 " 7' - 1 1 1 / 2 " 7' - 1 0 " (4)#34 14 ' - 9 1 / 2 " 14 ' - 8 " 14 ' - 6 1 / 2 " 14 ' - 5 " 14 ' - 3 1 / 2 " (5)#30 7' - 1 " 6' - 1 1 1 / 2 " 6' - 1 0 " 6' - 8 1 / 2 " 6' - 7 " (5)#36 13 ' - 6 1 / 2 " 13 ' - 5 " 13 ' - 3 1 / 2 " (3)#31 6' - 1 " 5' - 1 1 1 / 2 " 5' - 1 0 " 5' - 8 1 / 2 " (4)#38 12 ' - 8 " 12 ' - 6 1 / 2 " 12 ' - 5 " (3)#33 T1 T2 T2T3 T4 T5 T5 T5 T5 T6 T6T6T6 T6 T6T6T6 T6 T6T6T6 T6 T6T6T6 T7T7 T7T7 T7T7 T7T7 T8T8 T8T8 T8T8 T8T8 T9 T1 0 T1 0 T1 0 T1 0 T1 0 T1 0 T1 0 T1 0 T1 1 59'-6"16'-0"6'-0"16'-0"13'-0"16'-0"6'-0"16'-0"7'-6" COVERING ELEVATION AT 5 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING ELEVATION AT 5 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 34 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 156 x100x26(HS), Wall = 3 15:28:408/18/2022 08/25/2022 Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #10 34 W 5'-7 1/2"26 F K GZ Left to Right #35 34 W 19'-2"26 1 K GG Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (6.7)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T2 (10)HSEP1,(10)RFR10-130,(5)RKF20 Cool Ebony RCV420,RCV421,RCV422,RCV423,RCV531 Part Fastener Schedule Description 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer NBVP - Masonry 100'-0" 26 ' - 0 " 1 BL 5 BL (34)#10 2' - 0 " (34)#35 T1 T2 COVERING ELEVATION AT J VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING ELEVATION AT J Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 35 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 156 x100x26(HS), Wall = 4 15:32:568/18/2022 08/25/2022 Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #23 26 W 5'-7 1/2"26 F K GZ Left to Right #48 26 W 13'-11 3/4"26 1 K GG Left to Right #62 8 W 6'-10 3/4"26 1 K GG Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer NBVP - Masonry 100'-0" 21 ' - 8 " 1 BL 5 BL (11)#23 (4)#23 (11)#23 2' - 0 " (11)#48 (4)#62 (4)#48 (4)#62 (11)#48 T1T1 T2T2 T3T3 T4 T4 T5 T6T6 T7T7T8T8T8T8 T9 T9 T9 T9 31'-6"16'-0"7'-0"16'-0"29'-6" COVERING ELEVATION AT D (PARTITION WALL AT D) VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING ELEVATION AT D Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 36 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 156 x100x26(HS), Wall = 1 15:37:128/18/2022 Trim Schedule Parts Color Details T1 (2.1)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T2 (0.5)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T3 (2.0)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T4 DFT12,DFT05,HTS14,HTS03 Cool Granite Gray WC24A2 T5 (10)TRMX02,(7)HT14,HT05 Cool Granite Gray WC61JX,WCV060 T6 ICF16 Cool Granite Gray WC21A1 T7 ICF10 Cool Zinc Gray WC21A1 T8 DFT10,JT07 Cool Zinc Gray WC24A1 T9 DFT10,JT07 Cool Granite Gray WC24A1 08/25/2022 Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #70 17 W 5'-7 1/2"26 F K GZ Left to Right #71 17 W 12'-0 1/2"26 1 K GG Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Part Fastener Schedule Description 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer NBVP - Masonry T3 50'-6" 18 ' - 1 0 1 / 2 " 3 BL 1 BL (17)#70 2' - 0 " (17)#71 T1 T2 COVERING ELEVATION AT A VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING ELEVATION AT A Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 37 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 15x50'-6"x19'-6"(HS), Wall = 2 15:48:078/18/2022 Trim Schedule Parts Color Details T1 (2)EF20A,EF12A,(6)RFR10-130 Cool Ebony RC03A2,RC31A1,RCV536,WC04G1,WC11F1 T2 CT20 Cool Ebony WC20A1 T3 (3.4)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 08/25/2022 Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Increment Direction #74 5 W 5'-7 1/2"26 F K GZ Left to Right #75 5 W 12'-3 1/2"26 1 K GG -1 1/2"Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (2)RFR10-130,RKF16,(2)RSB10,(2)RSC10 Cool Ebony RC10A1,RC30A1,RS10L5 T2 BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 Part Fastener Schedule Description 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer NBVP - Masonry T2 15'-0" 19 ' - 6 " 18 ' - 1 0 1 / 2 " B BL A BL 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (5)#74 2' - 0 " 12 ' - 3 1 / 2 " 12 ' - 2 " 12 ' - 0 1 / 2 " 11 ' - 1 1 " 11 ' - 9 1 / 2 " (5)#75 T1 COVERING ELEVATION AT 3 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING ELEVATION AT 3 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 38 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 15x50'-6"x19'-6"(HS), Wall = 3 15:50:018/18/2022 08/25/2022 Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Increment Direction #82 4 W 5'-7 1/2"26 F K GZ Left to Right #81 2 W 11'-3 3/4"26 C K GG 1 1/2"Left to Right #84 1 W 8'-5 3/4"26 C K GG Left to Right #86 2 W 11'-8 1/4"26 C K GG 1 1/2"Left to Right Oper. Code:F=CR,SQ Oper. Code:C=SQ,LF Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (0.2)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2 T2 DFT10,HTS10 Cool Granite Gray WC24A2 T3 (0.8)TA10,(2)NLTB10 Cool Granite Gray WC61A4X,WCV060 T4 DFT10,JT07 Cool Zinc Gray WC24A1 T5 DFT05,JT05 Cool Granite Gray WC24A1 T6 ICF12 Cool Granite Gray WC21A1 T7 ICF10 Cool Zinc Gray WC21A1 T8 ICF16 Cool Granite Gray WC21A1 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-110 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 1 3'-6" Dimension Key CMU Stem Wall 15'-0" 18 ' - 1 0 1 / 2 " 19 ' - 6 " A BL B BL 5' - 7 1 / 2 " 5' - 7 1 / 2 " (2)#82 5' - 7 1 / 2 " 5' - 7 1 / 2 " (2)#82 2' - 0 " 11 ' - 3 3 / 4 " 11 ' - 5 1 / 4 " (2)#81 8' - 5 3 / 4 " #84 11 ' - 8 1 / 4 " 11 ' - 9 3 / 4 " (2)#86 T1 T1 T2 T 3 T4 T4 T5 T5 T6 T7 T7 T8 1 8'-0"1 COVERING ELEVATION AT PARTITION OR MISC. 1 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING ELEVATION AT PARTITION OR MISC. 1 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 39 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 15x50'-6"x19'-6"(HS), Wall = 1 15:51:328/18/2022 08/25/2022 Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Increment Direction #11 17 PR 5'-7 1/2"26 F K GZ Left to Right #12 3 PR 16'-0 1/2"26 D K GG -1 1/2"Left to Right #13 4 PR 8'-7"26 D K GG -1 1/2"Left to Right #14 3 PR 15'-2"26 D K GG -1 1/2"Left to Right #15 5 PR 7'-8 1/2"26 D K GG -1 1/2"Left to Right #16 5 PR 14'-2"26 D K GG -1 1/2"Left to Right #17 4 PR 6'-5 1/2"26 D K GG -1 1/2"Left to Right #18 3 PR 13'-0 1/2"26 D K GG -1 1/2"Left to Right #19 5 PR 5'-7"26 D K GG -1 1/2"Left to Right #20 3 PR 12'-0 1/2"26 D K GG -1 1/2"Left to Right Oper. Code:F=CR,SQ Oper. Code:D=SQ,RT Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 JT07 Cool Zinc Gray WC24A1,WCV060 T2 JT07 Cool Granite Gray WC24A1,WCV060 T3 HTS14,HTS03 Cool Granite Gray WC31A2X T4 JT05 Cool Granite Gray WC24A1,WCV060 T5 HTS05 Cool Granite Gray WC31A2X T6 HT05 Cool Granite Gray WC24A4X T7 (5)NLTB10,NLTB05,(3)TA10 Cool Granite Gray WC61A4X,WCV060 T8 (2)JT10 Cool Zinc Gray WC61A8 T9 (3)JT10 Cool Granite Gray WC61A8 T10 (4)JT10 Cool Granite Gray WC61A8 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer Open NBVP - Other 156'-0" 19 ' - 6 " 26 ' - 0 " J BL B BL 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#11 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#11 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (5)#11 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#11 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#11 16 ' - 0 1 / 2 " 15 ' - 1 1 " 15 ' - 9 1 / 2 " (3)#12 8' - 7 " 8' - 5 1 / 2 " 8' - 4 " 8' - 2 1 / 2 " (4)#13 15 ' - 2 " 15 ' - 0 1 / 2 " 14 ' - 1 1 " (3)#14 7' - 8 1 / 2 " 7' - 7 " 7' - 5 1 / 2 " 7' - 4 " 7' - 2 1 / 2 " (5)#15 14 ' - 2 " 14 ' - 0 1 / 2 " 13 ' - 1 1 " 13 ' - 9 1 / 2 " 13 ' - 8 " (5)#16 6' - 5 1 / 2 " 6' - 4 " 6' - 2 1 / 2 " 6' - 1 " (4)#17 13 ' - 0 1 / 2 " 12 ' - 1 1 " 12 ' - 9 1 / 2 " (3)#18 5' - 7 " 5' - 5 1 / 2 " 5' - 4 " 5' - 2 1 / 2 " 5' - 1 " (5)#19 12 ' - 0 1 / 2 " 11 ' - 1 1 " 11 ' - 9 1 / 2 " (3)#20 T1T1T1T1T1T1T1T1 T2T2T2T2T2T2T2T2 T3T3T3T3 T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4 T5T5T5T5T5T5T5T5 T6T6T6T6T6T6T6T6 T7 T7 T8T8T8T8 T9T9T1 0 T1 0 7'-6"16'-0"6'-0"16'-0"13'-0"16'-0"6'-0"16'-0"59'-6" WALL LINER ELEVATION AT 1 (View from inside Building) VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D WALL LINER ELEVATION AT 1 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 40 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 156 x100x26(HS), Wall = 1 15:54:148/18/2022 08/25/2022 Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Direction #25 32 PR 5'-7 1/2"26 F K GZ Left to Right #87 32 PR 11'-9"26 1 K GG Left to Right #90 2 PR 11'-6"26 1 K GG Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 HTS10 Match Wall Color WC31A2X T2 (2)JT10 Cool Zinc Gray WC61A8 T3 (3)JT10 Cool Granite Gray WC61A8 T4 (5.0)TRMX01,(2.5)GAGLNX001 Cool Granite Gray WC61HX T5 (5.1)TRMX01 Cool Granite Gray WC61MX T6 ICF10 Cool Zinc Gray WC21A1 T7 ICF16 Cool Granite Gray WC21A1 T8 JT07 Cool Zinc Gray WC24A1,WCV060 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer Open NBVP - Other 100'-0" 19 ' - 6 " 19 ' - 6 " 1 BL 5 BL (9)#25 (23)#25 (9)#87 (2)#90 (23)#87 T1 T2T2T2 T3T3T3 T4T5 T6 T6 T7 T7 T8T8 66'-0"8'-4"25'-8" WALL LINER ELEVATION AT B (View from inside Building) VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D WALL LINER ELEVATION AT B Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 41 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 156 x100x26(HS), Wall = 2 8:54:248/19/2022 08/25/2022 Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Increment Direction #29 17 PR 5'-7 1/2"26 F K GZ Left to Right #27 3 PR 11'-10"26 C K GG 1 1/2"Left to Right #40 4 PR 5'-1 1/2"26 C K GG 1 1/2"Left to Right #41 3 PR 12'-8 1/2"26 C K GG 1 1/2"Left to Right #42 5 PR 6'-0"26 C K GG 1 1/2"Left to Right #43 5 PR 13'-8 1/2"26 C K GG 1 1/2"Left to Right #44 4 PR 7'-3"26 C K GG 1 1/2"Left to Right #45 3 PR 14'-10"26 C K GG 1 1/2"Left to Right #46 5 PR 8'-1 1/2"26 C K GG 1 1/2"Left to Right #47 3 PR 15'-10"26 C K GG 1 1/2"Left to Right Oper. Code:F=CR,SQ Oper. Code:C=SQ,LF Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 JT07 Cool Zinc Gray WC24A1,WCV060 T2 JT07 Cool Granite Gray WC24A1,WCV060 T3 HTS14,HTS03 Cool Granite Gray WC31A2X T4 JT05 Cool Granite Gray WC24A1,WCV060 T5 HTS05 Cool Granite Gray WC31A2X T6 HT05 Cool Granite Gray WC24A4X T7 (5)NLTB10,NLTB05,(3)TA10 Cool Granite Gray WC61A4X,WCV060 T9 (2)JT10 Cool Zinc Gray WC61A8 T10 (4)JT10 Cool Granite Gray WC61A8 T11 (3)JT10 Cool Granite Gray WC61A8 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer Open NBVP - Other 156'-0" 26 ' - 0 " 19 ' - 6 " B BL J BL 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#29 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#29 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (5)#29 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#29 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (3)#29 11 ' - 1 0 " 11 ' - 1 1 1 / 2 " 12 ' - 1 " (3)#27 5' - 1 1 / 2 " 5' - 3 " 5' - 4 1 / 2 " 5' - 6 " (4)#40 12 ' - 8 1 / 2 " 12 ' - 1 0 " 12 ' - 1 1 1 / 2 " (3)#41 6' - 0 " 6' - 1 1 / 2 " 6' - 3 " 6' - 4 1 / 2 " 6' - 6 " (5)#42 13 ' - 8 1 / 2 " 13 ' - 1 0 " 13 ' - 1 1 1 / 2 " 14 ' - 1 " 14 ' - 2 1 / 2 " (5)#43 7' - 3 " 7' - 4 1 / 2 " 7' - 6 " 7' - 7 1 / 2 " (4)#44 14 ' - 1 0 " 14 ' - 1 1 1 / 2 " 15 ' - 1 " (3)#45 8' - 1 1 / 2 " 8' - 3 " 8' - 4 1 / 2 " 8' - 6 " 8' - 7 1 / 2 " (5)#46 15 ' - 1 0 " 15 ' - 1 1 1 / 2 " 16 ' - 1 " (3)#47 T1T1T1T1T1T1T1T1 T2T2T2T2T2T2T2T2 T3T3T3T3 T4T4 T4T4T4T4T4T4T4T4T4T4T4T4T4T4 T5 T5T5T5T5T5T5T5 T6 T6T6T6T6T6T6T6 T 7 T7 T9T9T9T9 T1 0 T1 0 T1 1 T1 1 52'-0"7'-6"16'-0"6'-0"16'-0"13'-0"16'-0"6'-0"16'-0"7'-6" WALL LINER ELEVATION AT 5 (View from inside Building) VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D WALL LINER ELEVATION AT 5 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 42 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 156 x100x26(HS), Wall = 3 8:56:498/19/2022 08/25/2022 Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Increment Direction #58 2 PR 5'-7 1/2"26 F K GZ Left to Right #26 1 PR 11'-8 1/2"26 D K GG Left to Right #28 3 PR 4'-6"26 D K GG -1 1/2"Left to Right #66 1 PR 11'-2 1/2"26 D K GG Left to Right Oper. Code:F=CR,SQ Oper. Code:D=SQ,RT Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 HTS12 Cool Granite Gray WC31A2X T2 (0.8)TA10,(2)NLTB10 Cool Granite Gray WC61A4X,WCV060 T3 ICF10 Cool Zinc Gray WC21A1 T4 ICF12 Cool Granite Gray WC21A1 T5 JT07 Cool Zinc Gray WC24A1,WCV060 T6 JT07 Cool Granite Gray WC24A1,WCV060 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer Open NBVP - Other 15'-0" 18 ' - 1 0 1 / 2 " 19 ' - 6 " B BL A BL 5' - 7 1 / 2 " #58 5' - 7 1 / 2 " #58 11 ' - 8 1 / 2 " #26 4' - 6 " 4' - 4 1 / 2 " 4' - 3 " (3)#28 11 ' - 2 1 / 2 " #66 T1 T2 T3 T4 T5 T5 T6T6 2'-7"11'-0"1'-5" WALL LINER ELEVATION AT 1 (View from inside Building) VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D WALL LINER ELEVATION AT 1 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 43 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 15x50'-6"x19'-6"(HS), Wall = 1 9:00:108/19/2022 08/25/2022 Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Direction #69 17 PR 5'-7 1/2"26 F K GZ Left to Right #72 17 PR 11'-2 3/4"26 1 K GG Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (2)JT10 Cool Zinc Gray WC61A8 T2 (3)JT10 Cool Granite Gray WC61A8 T3 (5.1)TRMX01,(2.5)GAGLNX001 Cool Granite Gray WC61HX T4 ICF10 Cool Zinc Gray WC21A1 T5 ICF12 Cool Granite Gray WC21A1 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer Open NBVP - Other 50'-6" 18 ' - 1 0 1 / 2 " 18 ' - 1 0 1 / 2 " 1 BL 3 BL (17)#69 (17)#72 T1 T2 T3 T4 T5 WALL LINER ELEVATION AT A (View from inside Building) VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D WALL LINER ELEVATION AT A Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 44 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 15x50'-6"x19'-6"(HS), Wall = 2 9:06:508/19/2022 08/25/2022 Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Increment Direction #73 5 PR 5'-7 1/2"26 F K GZ Left to Right #67 5 PR 11'-2 1/2"26 C K GG 1 1/2"Left to Right Oper. Code:F=CR,SQ Oper. Code:C=SQ,LF Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (0.8)TA10,(2)NLTB10 Cool Granite Gray WC61A4X,WCV060 T2 ICF10 Cool Zinc Gray WC21A1 T3 ICF12 Cool Granite Gray WC21A1 T4 ICF16 Cool Granite Gray WC21A1 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer Open NBVP - Other 15'-0" 19 ' - 6 " 18 ' - 1 0 1 / 2 " A BL B BL 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 7 1 / 2 " (5)#73 11 ' - 2 1 / 2 " 11 ' - 4 " 11 ' - 5 1 / 2 " 11 ' - 7 " 11 ' - 8 1 / 2 " (5)#67 T 1 T2 T2 T3 T4 WALL LINER ELEVATION AT 3 (View from inside Building) VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D WALL LINER ELEVATION AT 3 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 45 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 15x50'-6"x19'-6"(HS), Wall = 3 9:07:378/19/2022 08/25/2022 Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Increment Direction #88 4 PR 5'-7 1/2"26 F K GZ Left to Right #77 2 PR 11'-6 1/2"26 1 K GG -1 1/2"Left to Right #78 1 PR 8'-2 1/2"26 1 K GG Left to Right #80 2 PR 11'-0 1/4"26 1 K GG -1 1/2"Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 HTS10 Cool Granite Gray WC31A2X T2 (0.8)TA10,(2)NLTB10 Cool Granite Gray WC61A4X,WCV060 T3 JT05 Cool Granite Gray WC24A1,WCV060 T4 ICF10 Cool Zinc Gray WC21A1 T5 ICF12 Cool Granite Gray WC21A1 T6 ICF16 Cool Granite Gray WC21A1 T7 JT07 Cool Zinc Gray WC24A1,WCV060 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer OpenNBVP - Other 15'-0" 18 ' - 1 0 1 / 2 " 19 ' - 6 " B BL A BL 5' - 7 1 / 2 " 5' - 7 1 / 2 " (2)#88 5' - 7 1 / 2 " 5' - 7 1 / 2 " (2)#88 11 ' - 6 1 / 2 " 11 ' - 5 " (2)#77 8' - 2 1 / 2 " #78 11 ' - 0 1 / 4 " 10 ' - 1 0 3 / 4 " (2)#80 T1 T2 T3T3 T4T4 T5 T6 T7T7 3'-6"8'-0"3'-6" WALL LINER ELEVATION PARTITION OR MISC. 1 (View from inside Building) VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D WALL LINER ELEVATION PARTITION OR MISC. 1 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 46 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = 15x50'-6"x19'-6"(HS), Wall = 1 9:08:248/19/2022 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING & TRIM SED'S Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 47 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 7:53:288/22/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING & TRIM SED'S Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 48 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 7:53:308/22/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING & TRIM SED'S Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 49 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 7:53:318/22/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D COVERING & TRIM SED'S Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 50 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 7:53:338/22/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D B-081465 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 51 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 19:34:487/25/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D B-081765 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 52 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 19:35:357/25/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D S-081766 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 53 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 19:41:027/25/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D S-081767 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 54 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 19:41:447/25/2022 SEDSheet 08/25/2022 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D S-090028 Titan Steel Rexburg, Idaho Cedarpoint Final 22-012241-01 07/25/2022 FJ 55 CedarpointFinalR5.vpc1 2022.1bNTS JLP FOR CONSTRUCTION 19:42:317/25/2022 SEDSheet 08/25/2022