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HomeMy WebLinkAboutSTEEL BUILDING PLANS - 18-00173 - 433 Airport Rd - Barney Self Storage Plus - Bldg 5op (TGU)20'-4 (34) (RW) 15'-8 (34) (RW) 30'-8 - N N N O m -- Do_ w CL E-2 EN N E-2 I 0. lY H (34) (RW) 15'-8 - (TGU)20'-4 100-0" STEEL DIM. (10)10'-0 BAYS (TGU)20'-4 (TGU)20'-4 (TGU)20'-4 M (TGU)20'-4 -7 (TGU)20'-4 (TGU)20'-4 (10)10'-0 BAYS (TGU)20'-4 (TGU)20'-4 N N __j O W W m (/) w O CD N I N 0 04 Q0 I GENERAL NOTES I I DRAWING CONTENTS 1 - IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. 2 - METAL BUILDING STRUCTURE DESIGNED PER THE FOLLOWING LOADING PER IBC 2012 BUILDING CODE 115 MPH WINDLOAD ULTIMATE -EXPOSURE C WINDLOAD 20 PSF ROOF LIVE LOAD SEISMIC DESIGN CATEGORY D, OCCUPANCY RISK CATEGORY II 43.6 PSF (MAX) ROOF SNOW LOAD 3 - BUILDING MANUFACTURE ASSUMES NO RESPONSIBILITY FOR ANY LOADS TO STRUCTURE NOT INDICATED AT THE TIME OF PURCHASE. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM, REMOVAL OF ANY COMPONENT PARTS OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE DIRECTION OF REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. 5 - BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR CONCRETE SLAB FOUNDATION DESIGN, THICKNESS OR MATERIAL RATING, SITE SOIL CONDITIONS OR OTHER CONCRETE/MASONRY CONSTRUCTION. 6 - BASE STEEL TO CONCRETE SLAB ANCHOR DESIGN AND SPECIFICATION ARE NOT THE RESPONSIBILITY OF THE BUILDING MANUFACTURER 7 - ALL CONCRETE AND MASONRY CONSTRUCTION MUST BE FLAT, LEVEL AND SQUARE PER THE SLAB PLAN DIMENSIONS HEREIN. 8 - ALL STRUCTURAL CONNECTIONS ARE TO BE MADE PER FASTENING DETAILS PRESENTED HEREIN. ALL STEEL FRAMING AND SHEETING MATERIALS MUST BE INSTALLED TO VERTICAL PLUMB AND HORIZONTALLY LEVEL. 9 - ALL JOBSITE DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BEFORE ERECTION OF BUILDING STRUCTURE. 10- ALL OMISSIONS, CONFLICTS AND DISCREPANCIES SHALL BE REPORTED TO THE BUILDING MANUFACTURER BEFORE PROCEEDING WITH PROJECT WORK. 11- FIELD CUTTING OF STRUCTURAL, SHEETING AND TRIMS FOR SPLICE AND FINAL FITTING OF COMPONENTS IS REQUIRED. 4 - LOADS DESIGNATED WITHIN CONTRACT SPECIFICATIONS DO NOT ALLOW FOR ANY TYPE OF SUSPENDED SYSTEM (E.G. LIGHTS, INSULATION, DUCT WORK, PIPING, ETC.) SUSPENSION OF ANY LOAD INDUCING SYSTEM IS EXPLICITLY PROHIBITED UNLESS A CORRESPONDING REDUCTION 12- ALL ROOF PANEL LAPS SHALL BE SEALED WITH 3/8" (MINIMUM) WIDTH MASTIC TAPE AS PROVIDED FOR PROJECT. ALL SHEET PROFILE IN CERTIFIED LIVE/SNOW LOADS CAN BE PERMITTED BY CODE. FOAM CLOSURES AT EAVE, WALL AND RIDGE CONDITIONS AS PROVIDED FOR PROJECT MUST BE INSTALLED AS SHOWN HEREIN. (TEF)1('-2 B4316R 4 X 2 X 16GA. ANGLE (5.9) I I (TEF)10 -2 I I (EF)10'- IC BC6) - I I (TEF)1 '-2 I I (TE )10'-2 I I C6 - TEF)10'- - 6" COLUMN I I (TEF)1 -2 I I (TE )10'-2 I I ( EF)10'- EC - I (TEF)1 -2 ES - ------------L------I------J - EAVE STRUT N I I I I I I I AS MANUFACTURED - FLOOR CLIP I I I I I I I G) - C4216R 4 X 2 X 16GA. CEE (8.9) - GIRT I I I I I I I HA - B4216R 4 X 2 X 16GA. ANGLE (5.9) I ------L------I------J------L------I------ I I I I I I - < HR I I I I I I I - DOOR HEAD REINFORCEMENT FORMED RIDGE CAP JR - I I I I I I I - JACK RAFTER GE - I I I I I I I C12416R 12 X 4 X 16GA. CEE (20.9) - MULLION I I I I I I I MCAS MANUFACTURED - MINI CUP I I I I I I I Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE (9.9) - ROOF PURUN 0fP6-14) -HALL TOP TRIM Z62516R 2 1/2 X 6 X 2 1/2 X 14GA. ZEE (11.9) - ROOF PURUN N P8 - Z82516RR 21/2 X 8 X 2 1/2 X 16GA. ZEE (13.9) - ROOF PURUN HE - PA - 84216R 4 X 2 X 16GA. ANGLE (5.9) - PARTITION ANGLE RA - B4216R 4 X 2 X 16GA. ANGLE 5.9 - RAKE ANGLE - BASE FLASHING RS - E64316R-/0 3 X 6 X 4 X 16GA. STRUT (13.9) - RIDGE STRUT WT - WAINSCOT TRANSITION TRIM ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 '-2 I I I I I I I I I TE 10'-2 I I I I I I I I I EF 10'-TEF)1 I I I I I I I I �11 '-2 I I I I I I I I TE 10'-2 I I I I I I I I EF 10'- I I I I I I I I TEF 111-2 I I I I I I I I TE 10'-2 I I I I I I I I (EF 10'- I I I I I I I I ITEF TEF 1 -2 M (TGU)20'-4 -7 (TGU)20'-4 (TGU)20'-4 (10)10'-0 BAYS (TGU)20'-4 (TGU)20'-4 N N __j O W W m (/) w O CD N I N 0 04 Q0 I GENERAL NOTES I I DRAWING CONTENTS 1 - IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. 2 - METAL BUILDING STRUCTURE DESIGNED PER THE FOLLOWING LOADING PER IBC 2012 BUILDING CODE 115 MPH WINDLOAD ULTIMATE -EXPOSURE C WINDLOAD 20 PSF ROOF LIVE LOAD SEISMIC DESIGN CATEGORY D, OCCUPANCY RISK CATEGORY II 43.6 PSF (MAX) ROOF SNOW LOAD 3 - BUILDING MANUFACTURE ASSUMES NO RESPONSIBILITY FOR ANY LOADS TO STRUCTURE NOT INDICATED AT THE TIME OF PURCHASE. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM, REMOVAL OF ANY COMPONENT PARTS OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE DIRECTION OF REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. 5 - BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR CONCRETE SLAB FOUNDATION DESIGN, THICKNESS OR MATERIAL RATING, SITE SOIL CONDITIONS OR OTHER CONCRETE/MASONRY CONSTRUCTION. 6 - BASE STEEL TO CONCRETE SLAB ANCHOR DESIGN AND SPECIFICATION ARE NOT THE RESPONSIBILITY OF THE BUILDING MANUFACTURER 7 - ALL CONCRETE AND MASONRY CONSTRUCTION MUST BE FLAT, LEVEL AND SQUARE PER THE SLAB PLAN DIMENSIONS HEREIN. 8 - ALL STRUCTURAL CONNECTIONS ARE TO BE MADE PER FASTENING DETAILS PRESENTED HEREIN. ALL STEEL FRAMING AND SHEETING MATERIALS MUST BE INSTALLED TO VERTICAL PLUMB AND HORIZONTALLY LEVEL. 9 - ALL JOBSITE DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BEFORE ERECTION OF BUILDING STRUCTURE. 10- ALL OMISSIONS, CONFLICTS AND DISCREPANCIES SHALL BE REPORTED TO THE BUILDING MANUFACTURER BEFORE PROCEEDING WITH PROJECT WORK. 11- FIELD CUTTING OF STRUCTURAL, SHEETING AND TRIMS FOR SPLICE AND FINAL FITTING OF COMPONENTS IS REQUIRED. 4 - LOADS DESIGNATED WITHIN CONTRACT SPECIFICATIONS DO NOT ALLOW FOR ANY TYPE OF SUSPENDED SYSTEM (E.G. LIGHTS, INSULATION, DUCT WORK, PIPING, ETC.) SUSPENSION OF ANY LOAD INDUCING SYSTEM IS EXPLICITLY PROHIBITED UNLESS A CORRESPONDING REDUCTION 12- ALL ROOF PANEL LAPS SHALL BE SEALED WITH 3/8" (MINIMUM) WIDTH MASTIC TAPE AS PROVIDED FOR PROJECT. ALL SHEET PROFILE IN CERTIFIED LIVE/SNOW LOADS CAN BE PERMITTED BY CODE. FOAM CLOSURES AT EAVE, WALL AND RIDGE CONDITIONS AS PROVIDED FOR PROJECT MUST BE INSTALLED AS SHOWN HEREIN. W J Ld 2 U Z W W S (PL) - 29GA. PBR WALL PANEL ((RR) - 26GA. PBR ROOF PANEL RW) - 26GA. PBR WALL PANEL F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 XI SO TEK (PLTD) F3 - 12 X 1 SD TEK ((PLTD)) F4 - 12 X 2 SD TEK PLTD W F5 - 12 X 1 1/4 WASHER TEK((PTD)) Q F6 - 12 X 1 1/4 WASHER ZAC(PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK((PTD)) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WAS ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD tY F11 - 1/8 POP RIVET W F12 - 12 X 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) Ld F14 - 14 X 7/8 WASHER TEK PTD F 1 5 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTEROR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM 13- DETAILS SHOWN HEREIN SHALL BE INCORPORATED INTO PROJECT, WHETHER OR NOT SPECIFICALLY REFERENCED FOR ALL LOCATIONS. 14- ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING, WINDBRACES OR OTHER ELEMENTS REQUIRED FOR THE BUILDING ERECTION ARE TO BE DETERMINED BY AND SUPPLIED BY BUILDER/CONTRACTOR. 15- BUILDING MANUFACTURER HAS MADE A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. JOB SITE SAFETY INSTRUCTION, SAFETY EQUIPMENT AND CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. 16- ALL COMPONENTS SHIPPED SHALL BE THOROUGHLY INSPECTED AND ACCOUNTED FOR AT THE TIME OF DELIVERY. ALL MATERIAL SHORTAGES OR DEFECTS MUST BE REPORTED WITHIN FIVE (5) WORKING DAYS OF MATERIAL DELIVERY TO THE BUILDING MANUFACTURER. 17- DIAPHRAGM ACTION OF THE METAL PANELS AT INTERIOR PARTITION WALLS IS UTILIZED FOR THE STABILITY OF THIS BUILDING. ANY MODIFICATION OR UNAUTHORIZED CUTTING OF INTERIOR PARTITION PANELS IS EXPRESSLY PROHIBITED BY THE MANUFACTURER. 18- WALL PANELS AND WALL TRIMS, INTERIOR AND EXTERIOR TO BE SET WITH 1/4" CLEARANCE ABOVE CONCRETE SURFACES AND AT ANY LOCATIONS WHICH MAY BE SUBJECT TO CONTACT WITH STANDING WATER. BA) - B4316R 4 X 2 X 16GA. ANGLE (5.9) - FLOOR BASE ANGLE - INSIDE CORNER BOX BC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL 9.9) - FLOOR BASE CHANNEL IC BC6) - U62516R 6 1/8 X 2 7/8 X 16GA. CHANNEL 11.9) - 6" BASE CHANNEL W C4 -C4216R 4 X 2 X 16GA. CEE (8.9) - 4" COLUMN J C6 - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6" COLUMN DH - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD - LOW RIB HEAD AND JAMB TRIM DJ - C43516R 4 X 3 1/2 X 16GA. CEE (11.9) - DOOR JAMB = EC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - EAVE CHANNEL U ES - E64316R+/0 3 X 6 X 4 X 16GA. STRUT (13.9) - EAVE STRUT N FC - AS MANUFACTURED - FLOOR CLIP 0 G) - C4216R 4 X 2 X 16GA. CEE (8.9) - GIRT J HA - B4216R 4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE - < HR C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT FORMED RIDGE CAP JR - C122514R 12 X 2 1/2 X 14GA. CEE (17.9) - JACK RAFTER GE - M) - C12416R 12 X 4 X 16GA. CEE (20.9) - MULLION U MCAS MANUFACTURED - MINI CUP =)P4 Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE (9.9) - ROOF PURUN 0fP6-14) -HALL TOP TRIM Z62516R 2 1/2 X 6 X 2 1/2 X 14GA. ZEE (11.9) - ROOF PURUN N P8 - Z82516RR 21/2 X 8 X 2 1/2 X 16GA. ZEE (13.9) - ROOF PURUN HE - PA - 84216R 4 X 2 X 16GA. ANGLE (5.9) - PARTITION ANGLE RA - B4216R 4 X 2 X 16GA. ANGLE 5.9 - RAKE ANGLE - BASE FLASHING RS - E64316R-/0 3 X 6 X 4 X 16GA. STRUT (13.9) - RIDGE STRUT W J Ld 2 U Z W W S (PL) - 29GA. PBR WALL PANEL ((RR) - 26GA. PBR ROOF PANEL RW) - 26GA. PBR WALL PANEL F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 XI SO TEK (PLTD) F3 - 12 X 1 SD TEK ((PLTD)) F4 - 12 X 2 SD TEK PLTD W F5 - 12 X 1 1/4 WASHER TEK((PTD)) Q F6 - 12 X 1 1/4 WASHER ZAC(PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK((PTD)) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WAS ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD tY F11 - 1/8 POP RIVET W F12 - 12 X 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) Ld F14 - 14 X 7/8 WASHER TEK PTD F 1 5 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTEROR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM 13- DETAILS SHOWN HEREIN SHALL BE INCORPORATED INTO PROJECT, WHETHER OR NOT SPECIFICALLY REFERENCED FOR ALL LOCATIONS. 14- ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING, WINDBRACES OR OTHER ELEMENTS REQUIRED FOR THE BUILDING ERECTION ARE TO BE DETERMINED BY AND SUPPLIED BY BUILDER/CONTRACTOR. 15- BUILDING MANUFACTURER HAS MADE A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. JOB SITE SAFETY INSTRUCTION, SAFETY EQUIPMENT AND CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. 16- ALL COMPONENTS SHIPPED SHALL BE THOROUGHLY INSPECTED AND ACCOUNTED FOR AT THE TIME OF DELIVERY. ALL MATERIAL SHORTAGES OR DEFECTS MUST BE REPORTED WITHIN FIVE (5) WORKING DAYS OF MATERIAL DELIVERY TO THE BUILDING MANUFACTURER. 17- DIAPHRAGM ACTION OF THE METAL PANELS AT INTERIOR PARTITION WALLS IS UTILIZED FOR THE STABILITY OF THIS BUILDING. ANY MODIFICATION OR UNAUTHORIZED CUTTING OF INTERIOR PARTITION PANELS IS EXPRESSLY PROHIBITED BY THE MANUFACTURER. 18- WALL PANELS AND WALL TRIMS, INTERIOR AND EXTERIOR TO BE SET WITH 1/4" CLEARANCE ABOVE CONCRETE SURFACES AND AT ANY LOCATIONS WHICH MAY BE SUBJECT TO CONTACT WITH STANDING WATER. BLDG 3 P�„N all KEY PLAN SCALE 1/8"=V-0" K-1 - KEY PLAN, GENERAL NOTES, ROOF SHEETING PLAN, ROOF TRIM PLAN E-1 - WALL ELEVATIONS, DOOR SCHEDULE, WALL SHEETING PLAN, WALL TRIM PLAN E-2 - HALL ELEVATIONS, DOOR SCHEDULE, HALL SHEETING PLAN, HALL TRIM PLAN D-1 - SLAB PLAN, DETAILS D-2 - BASE STEEL PLAN, DETAILS D-3 - FRAMING PLAN, COLUMN SCHEDULE, GIRT LOCATIONS, DOOR JAMB LOCATIONS, DOOR HEADER LOCATIONS, DETAILS D-4 - PARTITION PLAN, DOOR LOCATIONS, DETAILS D-5 - ROOF PLAN, DETAILS D-6 - SHEET ATTACHMENT GUIDE, DETAILS CENTRAL STORAGE WORKS project - self -storage systems ►awisnnm[aixraivasr�inc 302 Jane Place, Lowell, AR 72745 customer - (877)770 -5206 fax (800)356-2971 www.centralstatesmfg.com NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 dxaft-ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of K-1 BTR) - 1" ROLL MASTIC TICB) - INSIDE CORNER BOX CLIN) -R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOUT) - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MUWON COVER TRIM W CM - 1DK DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM � - DOWNSPOUT WITH KICK OUT TO B) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX Ld EF) - EAVE FLASHING -PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRM END CAP N GE - GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA -HALL TOP TRIM of HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING WT - WAINSCOT TRANSITION TRIM BLDG 3 P�„N all KEY PLAN SCALE 1/8"=V-0" K-1 - KEY PLAN, GENERAL NOTES, ROOF SHEETING PLAN, ROOF TRIM PLAN E-1 - WALL ELEVATIONS, DOOR SCHEDULE, WALL SHEETING PLAN, WALL TRIM PLAN E-2 - HALL ELEVATIONS, DOOR SCHEDULE, HALL SHEETING PLAN, HALL TRIM PLAN D-1 - SLAB PLAN, DETAILS D-2 - BASE STEEL PLAN, DETAILS D-3 - FRAMING PLAN, COLUMN SCHEDULE, GIRT LOCATIONS, DOOR JAMB LOCATIONS, DOOR HEADER LOCATIONS, DETAILS D-4 - PARTITION PLAN, DOOR LOCATIONS, DETAILS D-5 - ROOF PLAN, DETAILS D-6 - SHEET ATTACHMENT GUIDE, DETAILS CENTRAL STORAGE WORKS project - self -storage systems ►awisnnm[aixraivasr�inc 302 Jane Place, Lowell, AR 72745 customer - (877)770 -5206 fax (800)356-2971 www.centralstatesmfg.com NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 dxaft-ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of K-1 BLDG 3 C RAKE ELEV. SCALE 1/8" = 1'-0" BLDG 3 EAVE ELEV. SCALE 1/8" = 1'-0" B BLDG 3 SCALE 1/8" = 1'-0" o EAVE ELEV. 00 N N \ \ \ \ \ \ \ \ \ \ 1" 00 N 1" 00 00 1- Lo N c0 n I I I 1 I I I 1 I I I I I I I 1 I I I 1 _ au o0 m ao rn a, rn (n c' a,rn (nrn a, c' a, au oo a0 00 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 W J W 2 U Z Ld W S (PL) - 29GA. PBR WALL PANEL RR - 26GA. PB ROOF PANEL RW - 26GA. PBR WALL PANEL T.O. co l0 0" F. F. 1 F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK �PLTD)F3 -12XSDTEK PLTD)) F4 - 12 X 2 SD TEK PLTD W F5 - 12 X 1 1 4 WASHER TEK((PTD) Q F6 - 12 X 1 1%4 WASHER ZAC(PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK ((PTD )))) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WASHER ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD � F11 - 1/8 POP RIVET W F12 - 12 X 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) � F14 - 14 X 7/8 WASHER TEK PTD F 1 5 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET (34) (RW) 1'-7 1/2 BA) - B4316R 4 X 2 X 16GA. ANGLE (5.9) - FLOOR BASE ANGLE X 7'-0 BC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL 9.9) - FLOOR BASE CHANNEL EACH BC6) - U62516R 6 1/8 X 2 7/8 X 16GA. CHANNEL 11.9) - 6" BASE CHANNEL W C4 - C4216R 4 X 2 X 16GA. CEE (8.9) - 4" COLUMN J C6 - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6" COLUMN DH - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD - LOW RIB HEAD AND JAMB TRIM DJ - C43516R 4 X 3 1/2 X 16GA. CEE (11.9) - DOOR JAMB = EC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - EAVE CHANNEL U ES - E64316R+/0 3 X 6 X 4 X 16GA. STRUT (13.9) - EAVE STRUT N FC - AS MANUFACTURED - FLOOR CLIP 0 G) - C4216R 4 X 2 X 16GA. CEE (8.9) - GIRT J HA - B4216R 4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE < HR - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT FORMED RIDGE CAP JR - C122514R 12 X 2 1/2 X 14GA. CEE (17.9) - JACK RAFTER GE- M) - C12416R 12 X 4 X 16GA. CEE (20.9) - MULLION U MC AS MANUFACTURED - MINI CUP � P4 Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE (9.9) - ROOF PURUN 0fP6-14) -HALL TOP TRIM Z62516R 2 1/2 X 6 X 2 1/2 X 14GA. ZEE (11.9) - ROOF PURUN N P8 - Z82516RR 2 1/2 X 8 X 2 1/2 X 16GA. ZEE (13.9) - ROOF PURUN HE - PA - 84216R 4 X 2 X 16GA ANGLE (5.9) - PARTITION ANGLE RA - B4216R 4 X 2 X 16GA. ANGLE 5.9 - RAKE ANGLE - BASE FLASHING RS - E64316R-/0 3 X 6 X 4 X 16GA. STRUT (13.9) - RIDGE STRUT W J W 2 U Z Ld W S (PL) - 29GA. PBR WALL PANEL RR - 26GA. PB ROOF PANEL RW - 26GA. PBR WALL PANEL T.O. co l0 0" F. F. 1 F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK �PLTD)F3 -12XSDTEK PLTD)) F4 - 12 X 2 SD TEK PLTD W F5 - 12 X 1 1 4 WASHER TEK((PTD) Q F6 - 12 X 1 1%4 WASHER ZAC(PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK ((PTD )))) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WASHER ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD � F11 - 1/8 POP RIVET W F12 - 12 X 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) � F14 - 14 X 7/8 WASHER TEK PTD F 1 5 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET (34) (RW) 1'-7 1/2 (34) (RW) 1'-7 1/2 -(20) EACH 9'-0 X 7'-0 OVERHEAD DOOR ❑ -(2) EACH 4'-0 X 7'-0 WALK DOOR R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MUWON COVER TRIM W CM - 1DK DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM � - DOWNSPOUT WITH KICK OUT TO B) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX = EF) - EAVE FLASHING PT - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRIM END CAP N GE- GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA -HALL TOP TRIM of HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING WT - WAINSCOT TRANSITION TRIM 1 11 1 (34) (RW) 1'-7 1/2 - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - INTERIOR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM BLDG 3 D RAKE ELEV. SCALE 1/8" = 1'-0" EXTERIOR DOOR SCHEDULE - 0 -(20) EACH 9'-0 X 7'-0 OVERHEAD DOOR ❑ -(2) EACH 4'-0 X 7'-0 WALK DOOR R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MUWON COVER TRIM W CM - 1DK DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM � - DOWNSPOUT WITH KICK OUT TO B) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX = EF) - EAVE FLASHING PT - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRIM END CAP N GE- GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA -HALL TOP TRIM of HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING WT - WAINSCOT TRANSITION TRIM 1 11 1 - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - INTERIOR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM BLDG 3 D RAKE ELEV. SCALE 1/8" = 1'-0" EXTERIOR DOOR SCHEDULE - 0 -(20) EACH 9'-0 X 7'-0 OVERHEAD DOOR ❑ -(2) EACH 4'-0 X 7'-0 WALK DOOR N N \ \ \ \ \ \ \ \ \ \ 11, 00 N t .f] 1- 00 00 1- 11) 1. N 00 n I I I I I I I I I I I I I I I I I I I I _ au 0o ao co rn rn rn (nrn rn a,rn rn a) a) a) 03 0o ao ao 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 CENTRAL STORAGE WORKS self -storage systems ►awisnnm[aixralivas rlg in< 302 Jane Place, Lowell, AR 72745 (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com project- customer - T.O. 00 0" F. F. NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of E- 1 BTR) - 1" ROLL MASTIC TICB) - INSIDE CORNER BOX CLIN) - R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOUT) - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MUWON COVER TRIM W CM - 1DK DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM � - DOWNSPOUT WITH KICK OUT TO B) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX = EF) - EAVE FLASHING PT - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRIM END CAP N GE- GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA -HALL TOP TRIM of HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING WT - WAINSCOT TRANSITION TRIM CENTRAL STORAGE WORKS self -storage systems ►awisnnm[aixralivas rlg in< 302 Jane Place, Lowell, AR 72745 (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com project- customer - T.O. 00 0" F. F. NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of E- 1 BLDG 3 D HALL ELEV. SCALE 1/8" = 1'-0" 3 BLDG 3 E HALL ELEV. SCALE 1/8" = 1'-0" 3 BLDG 3 - HALL CEILING SCALE 1/8" = 1'-0" Ld J LTJ 2 U V) U Z W W 2 (34) (RW) 0'-11 1/2 ((BA - 84316R 4 X 2 X 16Gk ANGLE (5.9) - FLOOR BASE ANGLE - INSIDE CORNER BOX (BC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - FLOOR BASE CHANNEL ----------------- (BC6) - U62516R 6 1/8 X 2 7/8 X 16GA. CHANNEL (11.9) - 6" BASE CHANNEL Ld C4 C4216R 4 X 2 X 16GA. CEE (8.9) - 4" COLUMN J C6 - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6" COLUMN DH - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD 0 W DJ - C43516R 4 X 3 1/2 X 16GA. CEE (11.9) - DOOR JAMB MC - 1EC U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - EAVE CHANNEL U ES - E64316R+/0 3 X 6 X 4 X 16GA. STRUT (13.9) - EAVE STRUT N FC - AS MANUFACTURED - FLOOR CLIP 0 G) - C4216R 4 X 2 X 16GA. CEE (8.9) - GIRT J HA - B4216R 4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE < HR - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT ---- JR) - C122514R 12 X 2 1/2 X 14GA. CEE (17.9) - JACK RAFTER ---- M) - C12416R 12 X 4 X 16GA. CEE (20.9) - MULUON U MC) - AS MANUFACTURED - MINI CUP ::D P4) - Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE 9.9) - ROOF PURUN ckf P6-14) Z62516R 2 1/2 X 6 X 2 1/2 X 14GA. ZEE11.9 - ROOF PURUN (n P8 - Z82516R 2 1/2 X 8 X 2 1/2 X 16GA. ZEE 13.9) - ROOF PURUN HE - PA - 84216R 4 X 2 X 16GA. ANGLE (5.9) - PARTITION ANGLE RA - 84216R 4 X 2 X i6GA ANGLE 5.9 - RAKE ANGLE - BASE FLASHING RS - E64316R-/0 3 X 6 X 4 X 16GA. STRUT (13.9) - RIDGE STRUT Ld J LTJ 2 U V) U Z W W 2 (34) (RW) 0'-11 1/2 (34) (RW) 0'-11 1/2 100'-0" rsrraeraz�,.ner.,z�ars. araaeraz�....��as�a arsaeaz�....er.,z�axsaer,�a BTR) - - �r�s�>tl�� - INSIDE CORNER BOX �rl!Iiltl�i>_ CLIN) - ----------------- ----------------- � � CLOUT) - � � - DOOR JAMB TRIM � � GUTTER SEAL � � �r�er��T��>- R PANEL INSIDE CORNER TRIM �rrrNtT�il• - LOW RIB HEAD AND JAMB TRIM �u:1w-:ate - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM w- CM - DOOR CORNER MULLION OC� - LOW RIB OUTSIDE CORNER TRIM DK - DOWNSPOUT WITH KICK OUT TOCB) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX - -- -- -------------------------- ---- ---- ---- ---- ---- ---- ---- ---- -- -- - - GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM ~ HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING Wi - WAINSCOT TRANSITION TRIM (34) (RW) 0'-11 1/2 100'-0" rsrraeraz�,.ner.,z�ars. araaeraz�....��as�a arsaeaz�....er.,z�axsaer,�a 100'-0" 1 (HA) 5'- (HA) 5 '- 1 (7SA) 5'-0 RA) 5'-0 " BLDG 3 �%)4%1)4 CD HALL END 00 00 SCALE 1/8" = 1'-0" f f 0 00 f 100'-0" (34) (RW) 4'-8 CD f (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL Fi - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK �PLLTTD D)F3 - 12 X 1 SO TEK )) F4 - 12 X 2 SO TEK PLTD J F5 - 12 X 1 1/4 WASHERTEK(PTD) Q F6 - 12 X 1 1/4 WASHER ZAC((PTD))(PLTD) F7 - 12 X 1 1/4 WASHER TEK PTD = F8 - 14 X 7/8 WASHER TEK TD U F9 - 14 X 7/8 WASHER ZAC(PTD�(PLTD) (n F10 - 14 X 7/8 WASHER TEK ((PTD)))))) IY F11 - 1/8 POP RIVET w F12 - 12 X 1 1/4 WASHER TEK PTD Z F13 - 12 X 1 1/4 WASHER TEK PTD LTJ F14 - 14 X 7/8 WASHER TEK PTD N F15 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS -STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTEROR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - NTEROR TRM BTR) - - �r�s�>tl�� - INSIDE CORNER BOX �rl!Iiltl�i>_ CLIN) - �rcr��T��>- ----------------- � � CLOUT) - � � - DOOR JAMB TRIM � � GUTTER SEAL � � �r�er��T��>- R PANEL INSIDE CORNER TRIM �rrrNtT�il• - LOW RIB HEAD AND JAMB TRIM �u:1w-:ate - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM w- CM - DOOR CORNER MULLION OC� - LOW RIB OUTSIDE CORNER TRIM DK - DOWNSPOUT WITH KICK OUT TOCB) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX EF) - - -- -- -------------------------- ---- ---- ---- ---- ---- ---- ---- ---- -- -- - GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM ~ HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING Wi - WAINSCOT TRANSITION TRIM 100'-0" 1 (HA) 5'- (HA) 5 '- 1 (7SA) 5'-0 RA) 5'-0 " BLDG 3 �%)4%1)4 CD HALL END 00 00 SCALE 1/8" = 1'-0" f f 0 00 f 100'-0" (34) (RW) 4'-8 CD f (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL Fi - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK �PLLTTD D)F3 - 12 X 1 SO TEK )) F4 - 12 X 2 SO TEK PLTD J F5 - 12 X 1 1/4 WASHERTEK(PTD) Q F6 - 12 X 1 1/4 WASHER ZAC((PTD))(PLTD) F7 - 12 X 1 1/4 WASHER TEK PTD = F8 - 14 X 7/8 WASHER TEK TD U F9 - 14 X 7/8 WASHER ZAC(PTD�(PLTD) (n F10 - 14 X 7/8 WASHER TEK ((PTD)))))) IY F11 - 1/8 POP RIVET w F12 - 12 X 1 1/4 WASHER TEK PTD Z F13 - 12 X 1 1/4 WASHER TEK PTD LTJ F14 - 14 X 7/8 WASHER TEK PTD N F15 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS -STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTEROR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - NTEROR TRM INTERIOR BTR) - 1" ROLL MASTIC TICB) - INSIDE CORNER BOX EACH CLIN) - R PANEL INSIDE FOAM CLOSURE C) - LOW RIB INSIDE CORNER TRIM 8'-6 X 7'-0 OVERHEAD DOOR CLOUT) - R PANEL OUTSIDE FOAM CLOSUREJA) EACH - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM w- CM - DOOR CORNER MULLION OC� - LOW RIB OUTSIDE CORNER TRIM DK - DOWNSPOUT WITH KICK OUT TOCB) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX EF) - EAVE FLASHING(PT)- PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRIM END CAP cn GE - GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM ~ HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING Wi - WAINSCOT TRANSITION TRIM INTERIOR DOOR SCHEDULE- © -(16) EACH 4'-0 X 7'-0 OVERHEAD DOOR © - (4) EACH 8'-6 X 7'-0 OVERHEAD DOOR ❑D - (8) EACH 9'-0 X 7'-0 OVERHEAD DOOR CENTRAL STORAGE WORKS project- self-gorage systems A dlNAan dC� Sita rlf4 Mc 302 Jane Place, Lowell, AR 72745 customer - (877)770 -5206 fax (800)356-2971 www.centralstatesmfg.com NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 draft -ink p.o. box 14888 springiield, mo. 65814-0588 417.848.0225 draft-irLk@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of E-2 100-3" SLAB DIM. 1» 1» _1 112 12 a� I I I I I I I I I I I L91/2 X, 1/2 I I 1 I DOOR EDGE NOTCH I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o I I I I I I I I I M I I I I I I I I I � I I I I I I I I I C/) -----J------L--------T-------L----------J-------------L----- I I I I I I I I I p9 p� � o I I I I I I I I I I I I I I 1 I I I I I I I 1 1/2 X 1 1/2 I I I 1 I 1 I 1 I 1 I I I, 1/2 X 1 1/2 WALL EDGE NOTCH 1 1 1 I 1 I 1 1 1 1 I I WALL EDGE NOTCH ----- ------ ------ --L-- --- -- --J--- --L-- ------1-------1------ -----T------T------T--T--T---T--T--T---T--T--T------T------T----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----J------L--------L--J-----L--J---L--L--J------L------L----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 9 1/2 X 1 1/2 1 1 1 I I I 1 1 1 DOOR EDGE NOTCH _IN BLDG 3 LpLAN SLAB P SCALE 1/8"=V-0" 4 12 STEEL DIM. 12" STEEL DIM. SLAB DIM. SLAB DIM. - I I I I 1 1/2" X 1 1/2" 1 1 9 1/2" X 1 1/2" I I WALL EDGE NOTCH I 1 DOOR EDGE NOTCH I I I I I I I I F.F. F.F. F. F. 1 1 F.F. ° ji v d L 1„ a 91» 12 2 d ° 4 v d ° v v a 2 WALL EDGE SLAB NOTCH DOOR EDGE SLAB NOTCH W J W 2 U Z Ld W S (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK (PLTD) F3 - 12 X 1 SD TEK ((PLTD)) F4 - 12 X 2 SD TEK PLTD W F5 - 12 X 1 1 4 WASHER TEK ((PTD) Q F6 - 12 X 1 1%4 WASHER ZAC(PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK ((PTD )))) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WAS ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD tY F11 - 1/8 POP RIVET W F12 - 12 X 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) LLJ F14 - 14 X 7/8 WASHER TEK PTD F 1 5 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTEROR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM BA) - B4316R 4 X 2 X 16GA. ANGLE (5.9) - FLOOR BASE ANGLE - INSIDE CORNER BOX BC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL 9.9) - FLOOR BASE CHANNEL IC BC6) - U62516R 6 1/8 X 2 7/8 X 16GA. CHANNEL 11.9) - 6" BASE CHANNEL W C4 - C4216R 4 X 2 X 16GA. CEE (8.9) - 4" COLUMN J C6 - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6" COLUMN DH -C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD - LOW RIB HEAD AND JAMB TRIM DJ - C43516R 4 X 3 1/2 X 16GA. CEE (11.9) - DOOR JAMB = EC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - EAVE CHANNEL U ES - E64316R+/O 3 X 6 X 4 X 16GA. STRUT (13.9) - EAVE STRUT N FC - AS MANUFACTURED - FLOOR CLIP 0 G) - C4216R 4 X 2 X 16GA CEE (8.9) - GIRT J HA - B4 216R4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE < HR - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT FORMED RIDGE CAP JR - C122514R 12 X 2 1/2 X 14GA. CEE (17.9) - JACK RAFTER GE- M) - C12416R 12 X 4 X 16GA. CEE (20.9) - MULLION U MCAS MANUFACTURED - MINI CUP =)P4 Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE (9.9) - ROOF PURUN 0fP6-14) -HALL TOP TRIM Z62516R 2 1/2 X 6 X 2 1/2 X 14GA. ZEE (11.9) - ROOF PURUN N P8 - Z82516RR 21/2 X 8 X 2 1/2 X 16GA. ZEE (13.9) - ROOF PURUN HE - PA - 84216R 4 X 2 X 16GA ANGLE (5.9) - PARTRION ANGLE RA - B4216R 4 X 2 X 16GA ANGLE 5.9 - RAKE ANGLE - BASE FLASHING RS - E64316R-/0 3 X 6 X 4 X 16GA. STRUT (13.9) - RIDGE STRUT W J W 2 U Z Ld W S (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK (PLTD) F3 - 12 X 1 SD TEK ((PLTD)) F4 - 12 X 2 SD TEK PLTD W F5 - 12 X 1 1 4 WASHER TEK ((PTD) Q F6 - 12 X 1 1%4 WASHER ZAC(PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK ((PTD )))) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WAS ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD tY F11 - 1/8 POP RIVET W F12 - 12 X 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) LLJ F14 - 14 X 7/8 WASHER TEK PTD F 1 5 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTEROR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM CENTRAL STORAGE WORKS self -storage systems ►awisnnm [aixraivas r inc 302 Jane Place, Lowell, AR 72745 (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com project- customer - NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date Tchkd date TVP 03.30.18 sheet of D- 1 BTR) - 1" ROLL MASTIC TICB) - INSIDE CORNER BOX CLIN) -R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOUT) - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULUON COVER TRIM W CM - 1DK DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM � - DOWNSPOUT WITH KICK OUT TO B) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX = EF) - EAVE FLASHING PT - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRIM END CAP N GE- GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA -HALL TOP TRIM of HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING WT - WAINSCOT TRANSITION TRIM CENTRAL STORAGE WORKS self -storage systems ►awisnnm [aixraivas r inc 302 Jane Place, Lowell, AR 72745 (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com project- customer - NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date Tchkd date TVP 03.30.18 sheet of D- 1 100'-0" STEEL DIM. (10)10'-0 BAYS - 9' -0"1 -91 -011 -r9, -o,, -r9, -o,, -r91 -011 -1r9, -o,,-91-011- -91-0"- _9'-0" r9, -o,, (BC) 0' 5 3 A BC 0-11 3 4 BC 0-11 3 4 BC 0-11 3 4 BC 0-11 3 4 BC 0-11 3 4 BC 0-11 3 4 BC 0-11 3/4 BC 0'-11 3/4 BC 0'-11 3 4 BC 0' D- c (FCj (FCj (FCj (FCj (FCj (FCj (FC)1 (FCj (FCj I I I I I I I I I (FC� (FC� (FC� (FC� (FC� (FC� (FC� (FC� (FC� I I I I I I I I I D (FC�. (FC� (FC�. (FC. (FC� (FC�. (FC. (FC. (FC. I I 1 1 1 1 1 1 - - - -- - --- - -- -- (FC (FC (FC (FC (FC (FC (FC (FC (FC (FC (FC (FC1 (FC (FC (FC (FC (FC (FC (FC) I I I 1 I 1 I 1 I 1 I I I N (FCjI (FCjI (FC� (FC�. (FCjI (FC�. (FC� (FC�. (FC� (FC�. (FC� (FCjI (FCjI t�_7 I I I I I I I I I 6 m I I I 1 I 1 I 1 I 1 I I I D- 11 �(B� 0 -11 3� �BCTO -1 i 3/4- SBC) 0 -11 3�43CT0'-11 3/(43 0 -1 t 3�C) 0 -11 3%(43CT0 -11 3�(43� 0 -11 3%�C) 0 -11 3CT0'-11 3/(437 0 -1 t 3� �BCTO -1 t 3/4- �C) 0 -11 37 �BCTO'-1 W - 1�6 �1 1�9'-0' �1 1�9'-0"1 4 -0"1 -r4' -0"1 -1 -4' -0"1 -r4' -0"1 -1 -4 -0"1 -r4' -0"1 -r4 -0"1--r4'-0" 1-1�9'-0' �1 1�9'-0' �1 1�8'-6"-------1 a � N I N 1—8'-6" 1 1-9'-0"1 I�9'-o" - 1 4 �-� „4-a-4,_ "�-� ,_ „�.-a-4,_ „44 ,_ „�-�4 44 " 1-��9'-0"�1 1-9'-0" 1 1­8'-6"�1 11 3/4 _(BC) 0'-11 3/4 (BC) 0'- 1 i 3/4 (BC) 0'-11 3/(430' 0'-11 1/ 0'-11 3/(430 0'-11 /(8C� 0'-11 3/(430 0'-11 1/(BC� 0'-11 3/(438' 0'-11 1' (� 0'-i i 3/4 (BC) 0'-i t 3/4 _ _ (BC) 0'-i i 3/4 _ (BC) 0'-1 .. cli 6 I I I I I I I I I I I I I 6 D I I I I I I I I I I I I I D o (FC1 (FC1 (FC1 (FC� (FC1 (FC� (FC1 (FC� (Fq (Fq (Fq (FC), (Fq I I I I I I I I I I I I I (FC (FC�_ (FCJ(FC�(FC�_ (FCk(FC (FC�_ (FCJ(FC�(FC�_ (FC�(F�C (FC�_ FC (n (FC�_ (FC�__- I I I I 1 4 I I I I 2 D- �I (FC11 (FC11 (FC11 (FC11 (FC11 (FC I (FCl� (FCl� (F j oI I l ``1illl l 1illl 1 l l `ill m (FC (FC (FC] (FC� (FC� (FC� ] (FC� (FC� (FC] gi I I I I I I I I I D1 W J Ld 2 U Z Ld Ld S (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL (BC) 0' 5 3/4 1 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 1 (BC) 0'-5 3/4 9'-0„ 9,_0„ 9,_0„ 9,_0„ 9,_0„ 9,_0„ 9,_0„ 9,_0„ 9,_0„ (10)10'-0 BAYS STEEL DIM. I I (F1) EXP. ANCHOR --1-1 1 I I I I F.F. , HALL DIM. - (TMC) MULLION COVER -(C) COLUMN (BC) BASE CHANNEL (F2) (4) PER LOC. F.F. d BA) - B4316R 4 X 2 X 16GA ANGLE (5.9) - FLOOR BASE ANGLE - INSIDE CORNER BOX BC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL 9.9) - FLOOR BASE CHANNEL IC BC6) - U62516R 6 1/8 X 2 7/8 X 16GA. CHANNEL 11.9) - 6" BASE CHANNEL Ld C4 - C4216R 4 X 2 X 16GA. CEE (8.9) - 4" COLUMN J C6 - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6" COLUMN DH - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD 0 DJ - C43516R 4 X 3 1/2 X 16GA CEE (11.9) - DOOR JAMB =EC - U42516R 4 1/8 X 2 7/8 X 16GA CHANNEL (9.9) - EAVE CHANNEL U ES - E64316R+/O 3 X 6 X 4 X 16GA STRUT (13.9) - EAVE STRUT N FC - AS MANUFACTURED - FLOOR CLIP 0 G) - C4216R 4 X 2 X 16GA CEE (8.9) - GIRT J HA - B4216R 4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE < HR - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT FORMED RIDGE CAP JR - C122514R 12 X 2 1/2 X 14GA CEE (17.9) - JACK RAFTER GE- M) - C12416R 12 X 4 X 16GA. CEE (20.9) - MULLION U MC AS MANUFACTURED - MINI CUP - HALL CEIUNG CLOSURE P4 Z42516R 2 1/2 X 4 X 2 1/2 X 16GA ZEE (9.9) - ROOF PURUN �P6-14) - HALL TOP TRIM Z62516R 2 1/2 X 6 X 2 1/2 X 14GA. ZEE (11.9) - ROOF PURUN N P8 - Z82516R 2 1/2 X 8 X 2 1/2 X 16GA. ZEE (13.9) - ROOF PURUN HE - PA - 84216R 4 X 2 X 16GA ANGLE (5.9) - PARTITION ANGLE RA - B4216R 4 X 2 X 16GA ANGLE 5.9 - RAKE ANGLE BASE FLASHING RS - E64316R-/0 3 X 6 X 4 X 16GA STRUT (13.9) - RIDGE STRUT W J Ld 2 U Z Ld Ld S (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL (BC) 0' 5 3/4 1 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 (BC) 0'-11 3/4 1 (BC) 0'-5 3/4 9'-0„ 9,_0„ 9,_0„ 9,_0„ 9,_0„ 9,_0„ 9,_0„ 9,_0„ 9,_0„ (10)10'-0 BAYS STEEL DIM. I I (F1) EXP. ANCHOR --1-1 1 I I I I F.F. , HALL DIM. - (TMC) MULLION COVER -(C) COLUMN (BC) BASE CHANNEL (F2) (4) PER LOC. F.F. d BTR) - v TICB) - INSIDE CORNER BOX a. d R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM ° 'd °. d' vd d p JC - DOOR JAMB CAP 6 COLUMN FLOOR BASE CHANNEL AT HALL F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK (PLTD) F3 - 12 X 1 SD TEK ((PLTD)) F4 - 12 X 2 SD TEK PLTD J F5 - 12 X 1 1/4 WASHER TEK(PTD) Q F6 - 12 X 1 1/4 WASHER ZAC(PTD)(PLTD) w F7 - 12 X 1 1/4 WASHER TEK (PTD )))) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WAS ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD tY F11 - 1/8 POP RIVET Ld F12 - 12 X 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) LLJ F14 - 14 X 7/8 WASHER TEK PTD F 1 5 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTEROR TRIM DRILLER - INTERIOR WALL PANEL LAP - NTEROR TRIM LAP - INTERIOR TRIM E N STEEL DIM STEEL DIM. (C) COLUMN (PL) PARTITION PANEL (F1) EXP. ANCHOR (1) PER CLIP (F2) (2) PER LOC. (FC) FLOOR CLIP F.F. ® F.F. d v ° cd v ° 'd a A °d d d 4 COLUMN FLOOR BASE CLIP C g _y O w I`) g 2 0 Ln N T) 0 I Q O _ Q0 O Ln 4BLDG 3 P� N FLOOR PLAN SCALE 1/8"=V-0" '-0" `Y" `Y" 12" STEEL DIM. 12" STEEL DIM. (RW) WALL PANEL SLAB DIM. SLAB DIM. 1 1 (RW) WALL PANEL 1 1 (F1) EXP. ANCHOR I (C) COLUMN z I I (C) COLUMN w� 1 1 a = 1 (F1) EXP. ANCHOR O (F2) (2) PER LOC. 1 (BA) BASE ANGLE , 1 1 o� (CLIN)FOAM CLOSURE 1 0 (F2) (4) PER LOC. I (BC) BASE CHANNEL F.F. + F.F. F.F. + F.F. v d �ItV a' . d v . d.°4 -I(14 d d d ° d 'd. „ A 91 :v .. d d . fv „ 12y: ° � 2 d". c d° 4 v d ° v v a 2 WALL EDGE BASE ANGLE DOOR EDGE BASE NEW SELF STORAGE BUILDING PROJECT FOR: GEP,rMaL SmRA E WoRKs project- DELL R BARNEY self -storage systems REXBURG IDAHO 83440 ►awisnnm[aixraivasr�inc 302 Jane Place, Lowell, AR 72745 customer- FLAT RIVER CORPORATION (877)770-5206 fax (800)356-2971 BLDG www.centralstatesmfg.com draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of D-2 BTR) - 1" ROLL MASTIC TICB) - INSIDE CORNER BOX CUN - R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOUT) - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM w CM - DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM DK - DOWNSPOUT WITH KICK OUT TO B) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX = EF) - EAVE FLASHING PT - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRIM END CAP N GE- GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEIUNG CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM of HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT- BASE FLASHING WT - WAINSCOT TRANSITION TRIM T) 0 I Q O _ Q0 O Ln 4BLDG 3 P� N FLOOR PLAN SCALE 1/8"=V-0" '-0" `Y" `Y" 12" STEEL DIM. 12" STEEL DIM. (RW) WALL PANEL SLAB DIM. SLAB DIM. 1 1 (RW) WALL PANEL 1 1 (F1) EXP. ANCHOR I (C) COLUMN z I I (C) COLUMN w� 1 1 a = 1 (F1) EXP. ANCHOR O (F2) (2) PER LOC. 1 (BA) BASE ANGLE , 1 1 o� (CLIN)FOAM CLOSURE 1 0 (F2) (4) PER LOC. I (BC) BASE CHANNEL F.F. + F.F. F.F. + F.F. v d �ItV a' . d v . d.°4 -I(14 d d d ° d 'd. „ A 91 :v .. d d . fv „ 12y: ° � 2 d". c d° 4 v d ° v v a 2 WALL EDGE BASE ANGLE DOOR EDGE BASE NEW SELF STORAGE BUILDING PROJECT FOR: GEP,rMaL SmRA E WoRKs project- DELL R BARNEY self -storage systems REXBURG IDAHO 83440 ►awisnnm[aixraivasr�inc 302 Jane Place, Lowell, AR 72745 customer- FLAT RIVER CORPORATION (877)770-5206 fax (800)356-2971 BLDG www.centralstatesmfg.com draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of D-2 --- STEEL DIM. STEEL DIM. I I (TCM) CORNER COVER L J(TCI) CORNER TRIM (DJ) DOOR JAMB (C) COLUMN p YROEFER TO MANUFACTURER J DOOR INSTALLATION w Ld V) 1 (C) COLUMN -/ (RW) WALL PANEL (TJA) JAMB TRIM 8 JAMB AT WALK DOOR DOOR OPENING - I W J Ld 2 U Z Ld Ld S PURER TION (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL 4 0 5 4 100'-0" STEEL DIM. (10)10'-0 BAYS 2 N 9'-0' 9'-0" 91 9'-0" 9'-0" rg,-O,,- -9,_0-_ - 9'-0" 9'-0" I I m DH 8'-j'731-_[ '- 1 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH -11 3/4S/- 1. - - - - - - c> �v p3 I I I I I I I I I D3 3 -4 �3 C4) 8'-8 1/2(C4) 8'-8 1% (C4) 8'-8 1% (C4) 8'-8 1� (C4) 8'-8 1� (C4) 8'-8 1� (C4) 8'-8 1� (C4) 8'-8 1� (C4) 8'-8 1� (C4) 8'-8 1%w I I I (C4) 8'-8 1 i� I I I I I I I I I N I I I I I I I I I N c� C4) 8'-11 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-1 c> I I I I I I I I I I I I I I I (C4) 9'-1 1/2(C4) 9'-1 1/� (C4) W-1 1A (C4) 9'-1 1A (C4) W-1 1/i (C4) W-1 1A (C4) W-1 1A D a� (C4) 9'-1 1A (C4) W-1 1A (C4) W-1 1A (C4) W-1 1/E I I I I I I I I I _� II II II II II II II II II 10 N -ri 4) ' II (C-4) rfII - rteII C4)�I 4C49�riII I r�II I riII � I �iI -(C4) 9'rF- (CZ)_9;74(E4) -rF�C4)9'-4C4) 9'-9-44)9'-4C4) 9te'C' �'-' 4'4C44Mte' N II II 2 1 I I JJI I JJI I JJI I JJI I I I VC4) 9'-6 1/2(C [�_� %� (C4) 9'-6 1%� (C4) 9'-6 1% C4) 9'-6 1/2(C4) 9'-6 1/JC4) 9'-6 1/2(C4) 9'-6 1% C4) 9'-6 1/2(C4) 9'-6 1AC4) 9'-6 1/2(C4) 9'-6 1� (C4) 9'-6 1� (C4) 9'-6 1%� (C4) 9'-6 1 pt Ln I I I I I I I I I I I I I ro M) (M) g (M) g (M) g (M) g (M) g (M) g (M) g (M) g (M) g (M) I' g (M) g (M) g m -63/4 (DH)9)3'-01), 3/4 (DH) 8'-11 3/4 (DH) 3'-11,,3/4(DH) 3'-11 3XDH) �'-11, 3ADH) '-1 (� 3/EDH) 3'-11 3,(®H) 4'-1 ( 3ADH) 4'-11 3AIDH) 3'-11 3/4 (DH) 8-11��3/4 - - (DH) �'-1'� 3/44 (DH) 0 8 �I I� 9 -0 14 -0 1- r 4 -0 �-j- 4 -0 1- r 4 -0 tt 4 -0 1- r 4 -0 ---r 4 -0 1- r 4 -0 1-1� 9 -0 -I I� 9" �I I� 8 I 8'-6" I I� 9'-0" �I I� 9'-0" -1 4'-0" �- 4'-0" 4-1- 4'-0" 44 4'-0" 4-I- 4'-0" 44 4'-0" � 4'-0" 44 4'-0" 1- �� 9'-0" -I 1- 9'-0" 1 1- 8'-6" DH) 8'-5 3/rt Cn ( �DH�B'-i i _V4- �p - LHL'-11 �4 (DH �'-(1 3/ DH �3' (1; 3 DH 3=11 3 SDH 3'-11 3�DH_3'_11 3 0p 2=1 3 �OH 3'-11 3/ HL' -11 3 4 LH) 8 -11 �4 - �q - DH L i 3L -(D� 8'-5�4 � ,SppM) 9 1/2 (M) 9 f6 1/2 (M) 9 6 1 2 M) 9 6 1 2 M 9 6 1/2 (M) 9 1/2 (M) 9 1/2 (M) 9 1/2 (M) 9 6 1/2 (M) 9* i/2 (M) 9 6 1/2 (M) 9+ti 1/2 (M) 9 6 1/2 Cn �I I I I I I I I I I I I I I I Ln N J4) 9'-4 (C4) 9'- 1 (C4) 9'- 1 (C4) 9'- I (C4) 9'-41 (C4) 9'- 1 (C4) 9'-41 (C4) 9'- 1 (C4) 9'-41 (C4) 9'- 1 4)9' 41 (C4) 9'- 1 (C4) 9'- 1 (C4) 9'- 1 (C4) 9' J w `i `i i % `i 4� I I I I I I I I I p_ I I I I I I I I I I I I I III `° (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 N C 9'-1 1/2(C4) 9-1 1/ (C4) 9'-1 1/ (C4) 9-1 1/ (C4) 9'-1 1/ (C4) 9-1 1/ (C4) 9-1 / (C4) 9-1 1/ (C4) 9-1 1/ (C4) s-1 1/ (C4) W-1 1/ N - - - - - - -�-� - - - - - - -�-� -- - - I I I I I I I I I I I I I I I I I ^' C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-111 (C4) 8'-1I1 (C4) 8'-1 N I I I I I I I I I C4) 8'-8 1/2(C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/ co D3 3 1 I I I I I I I I D3 (DH) 8'-1113/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'11 3/4_ 0 0 ao Co 1 0, 9,_0"__ 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" N N (10)10'-0 BAYS F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK (PLTD) F3 - 12 X 1 SO TEK ((PLTD)) F4 - 12 X 2 SO TEK PLTD J F5 - 12 X 1 1/4 WASHER TEK ((PTD) Q F6 - 12 X 1 1/4 WASHER ZAC(PTD)(PLTD) w F7 - 12 X 1 1/4 WASHER TEK ((PTO )))) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WAS ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD tY F11 - 1/8 POP RIVET L,_I F12 - 12 X 11/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) LLJ F14 - 14 X 7/8 WASHER TEK PTD F15 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - INTERIOR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM 2 4 4 4 C) O -2 I W W CD O W J r C STEEL DIM. STEEL DIM. STEEL DIM. I I I I (C) COLUMN (RW) WALL PANEL 1 (F2) (4) PER LOC. I 1 (DJ) DOOR JAMB I I (RW) WALL PANEL I I I I (MC) MINI CLIP COILING DOOR I (THE) HEAD TRIMuj I I (F2) (2) PER CLIP LSI ® (G) GIRT ®I (DH) DOOR HEADER N I S2 oI ®I W II o I I z- 1 (F7) (2) PER LOC. w= I 0 uj (MC) MINI CLIP o = I I (THC) HEADER ANGLE (TCO) CORNER TRIM (:D (DJ) DOOR JAMB (TCM) CORNER MULLION I I (C) COLUMN I I (RW) WALL PANEL COILING DOOR TYPICAL GIRT DOOR HEAD DOOR JAMB BA) - B4316R 4 X 2 X 16GA ANGLE (5.9) - FLOOR BASE ANGLE - INSIDE CORNER BOX BC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL 9.9) - FLOOR BASE CHANNEL IC BC6) - U62516R 6 1/8 X 2 7/8 X 16GA. CHANNEL 11.9) - 6" BASE CHANNEL Ld C4 - C4216R 4 X 2 X 16GA. CEE (8.9) - 4" COLUMN J C6 - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6" COLUMN DH -C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD - LOW RIB HEAD AND JAMB TRIM DJ - C43516R 4 X 3 1/2 X 16GA CEE (11.9) - DOOR JAMB = EC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - EAVE CHANNEL U ES - E64316R+/O 3 X 6 X 4 X 16GA STRUT (13.9) - EAVE STRUT N FC - AS MANUFACTURED - FLOOR CLIP 0 G) - C4216R 4 X 2 X 16GA CEE (8.9) - GIRT J HA - B4216R 4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE < HR - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT FORMED RIDGE CAP JR - C122514R 12 X 2 1/2 X 14GA CEE (17.9) - JACK RAFTER F-- M) - C12416R 12 X 4 X 16GA. CEE (20.9) - MULLION U MCAS MANUFACTURED - MINI CLIP - HALL CEILING CLOSURE P4 Z42516R 2 1/2 X 4 X 2 1/2 X 16GA ZEE (9.9) - ROOF PURLIN 0fP6-14) - HALL TOP TRIM Z62516R 2 1/2 X 6 X 2 1/2 X 14GA. ZEE (11.9) - ROOF PURUN N P8 - Z82516R 2 1/2 X 8 X 2 1/2 X 16GA. ZEE (13.9) - ROOF PURLIN HE - PA - 84216R 4 X 2 X 16GA ANGLE (5.9) - PARTITION ANGLE RA - B4216R 4 X 2 X 16GA ANGLE 5.9 - RAKE ANGLE BASE FLASHING RS - E64316R-/0 3 X 6 X 4 X 16GA STRUT (13.9) - RIDGE STRUT W J Ld 2 U Z Ld Ld S PURER TION (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL 4 0 5 4 100'-0" STEEL DIM. (10)10'-0 BAYS 2 N 9'-0' 9'-0" 91 9'-0" 9'-0" rg,-O,,- -9,_0-_ - 9'-0" 9'-0" I I m DH 8'-j'731-_[ '- 1 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH 8'-11 3 4 DH -11 3/4S/- 1. - - - - - - c> �v p3 I I I I I I I I I D3 3 -4 �3 C4) 8'-8 1/2(C4) 8'-8 1% (C4) 8'-8 1% (C4) 8'-8 1� (C4) 8'-8 1� (C4) 8'-8 1� (C4) 8'-8 1� (C4) 8'-8 1� (C4) 8'-8 1� (C4) 8'-8 1%w I I I (C4) 8'-8 1 i� I I I I I I I I I N I I I I I I I I I N c� C4) 8'-11 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-111 (C4) 8'-1 c> I I I I I I I I I I I I I I I (C4) 9'-1 1/2(C4) 9'-1 1/� (C4) W-1 1A (C4) 9'-1 1A (C4) W-1 1/i (C4) W-1 1A (C4) W-1 1A D a� (C4) 9'-1 1A (C4) W-1 1A (C4) W-1 1A (C4) W-1 1/E I I I I I I I I I _� II II II II II II II II II 10 N -ri 4) ' II (C-4) rfII - rteII C4)�I 4C49�riII I r�II I riII � I �iI -(C4) 9'rF- (CZ)_9;74(E4) -rF�C4)9'-4C4) 9'-9-44)9'-4C4) 9te'C' �'-' 4'4C44Mte' N II II 2 1 I I JJI I JJI I JJI I JJI I I I VC4) 9'-6 1/2(C [�_� %� (C4) 9'-6 1%� (C4) 9'-6 1% C4) 9'-6 1/2(C4) 9'-6 1/JC4) 9'-6 1/2(C4) 9'-6 1% C4) 9'-6 1/2(C4) 9'-6 1AC4) 9'-6 1/2(C4) 9'-6 1� (C4) 9'-6 1� (C4) 9'-6 1%� (C4) 9'-6 1 pt Ln I I I I I I I I I I I I I ro M) (M) g (M) g (M) g (M) g (M) g (M) g (M) g (M) g (M) g (M) I' g (M) g (M) g m -63/4 (DH)9)3'-01), 3/4 (DH) 8'-11 3/4 (DH) 3'-11,,3/4(DH) 3'-11 3XDH) �'-11, 3ADH) '-1 (� 3/EDH) 3'-11 3,(®H) 4'-1 ( 3ADH) 4'-11 3AIDH) 3'-11 3/4 (DH) 8-11��3/4 - - (DH) �'-1'� 3/44 (DH) 0 8 �I I� 9 -0 14 -0 1- r 4 -0 �-j- 4 -0 1- r 4 -0 tt 4 -0 1- r 4 -0 ---r 4 -0 1- r 4 -0 1-1� 9 -0 -I I� 9" �I I� 8 I 8'-6" I I� 9'-0" �I I� 9'-0" -1 4'-0" �- 4'-0" 4-1- 4'-0" 44 4'-0" 4-I- 4'-0" 44 4'-0" � 4'-0" 44 4'-0" 1- �� 9'-0" -I 1- 9'-0" 1 1- 8'-6" DH) 8'-5 3/rt Cn ( �DH�B'-i i _V4- �p - LHL'-11 �4 (DH �'-(1 3/ DH �3' (1; 3 DH 3=11 3 SDH 3'-11 3�DH_3'_11 3 0p 2=1 3 �OH 3'-11 3/ HL' -11 3 4 LH) 8 -11 �4 - �q - DH L i 3L -(D� 8'-5�4 � ,SppM) 9 1/2 (M) 9 f6 1/2 (M) 9 6 1 2 M) 9 6 1 2 M 9 6 1/2 (M) 9 1/2 (M) 9 1/2 (M) 9 1/2 (M) 9 6 1/2 (M) 9* i/2 (M) 9 6 1/2 (M) 9+ti 1/2 (M) 9 6 1/2 Cn �I I I I I I I I I I I I I I I Ln N J4) 9'-4 (C4) 9'- 1 (C4) 9'- 1 (C4) 9'- I (C4) 9'-41 (C4) 9'- 1 (C4) 9'-41 (C4) 9'- 1 (C4) 9'-41 (C4) 9'- 1 4)9' 41 (C4) 9'- 1 (C4) 9'- 1 (C4) 9'- 1 (C4) 9' J w `i `i i % `i 4� I I I I I I I I I p_ I I I I I I I I I I I I I III `° (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 (C4) 9'-1 1/2 N C 9'-1 1/2(C4) 9-1 1/ (C4) 9'-1 1/ (C4) 9-1 1/ (C4) 9'-1 1/ (C4) 9-1 1/ (C4) 9-1 / (C4) 9-1 1/ (C4) 9-1 1/ (C4) s-1 1/ (C4) W-1 1/ N - - - - - - -�-� - - - - - - -�-� -- - - I I I I I I I I I I I I I I I I I ^' C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-11 (C4) 8'-111 (C4) 8'-1I1 (C4) 8'-1 N I I I I I I I I I C4) 8'-8 1/2(C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/�1 (C4) 8'-8 1/ co D3 3 1 I I I I I I I I D3 (DH) 8'-1113/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'-11 3/4 (DH) 8'11 3/4_ 0 0 ao Co 1 0, 9,_0"__ 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" N N (10)10'-0 BAYS F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK (PLTD) F3 - 12 X 1 SO TEK ((PLTD)) F4 - 12 X 2 SO TEK PLTD J F5 - 12 X 1 1/4 WASHER TEK ((PTD) Q F6 - 12 X 1 1/4 WASHER ZAC(PTD)(PLTD) w F7 - 12 X 1 1/4 WASHER TEK ((PTO )))) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WAS ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD tY F11 - 1/8 POP RIVET L,_I F12 - 12 X 11/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) LLJ F14 - 14 X 7/8 WASHER TEK PTD F15 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - INTERIOR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM 2 4 4 4 C) O -2 I W W CD O W J r C STEEL DIM. STEEL DIM. STEEL DIM. I I I I (C) COLUMN (RW) WALL PANEL 1 (F2) (4) PER LOC. I 1 (DJ) DOOR JAMB I I (RW) WALL PANEL I I I I (MC) MINI CLIP COILING DOOR I (THE) HEAD TRIMuj I I (F2) (2) PER CLIP LSI ® (G) GIRT ®I (DH) DOOR HEADER N I S2 oI ®I W II o I I z- 1 (F7) (2) PER LOC. w= I 0 uj (MC) MINI CLIP o = I I (THC) HEADER ANGLE (TCO) CORNER TRIM (:D (DJ) DOOR JAMB (TCM) CORNER MULLION I I (C) COLUMN I I (RW) WALL PANEL COILING DOOR TYPICAL GIRT DOOR HEAD DOOR JAMB BLDG 3 FRAWNG SCALE 1/8"=V-0" '-0" NEW SELF STORAGE BUILDING PROJECT FOR: CF-P,rMaL SmRA E WoRIKs project- DELL R BARNEY self -storage systems REXBURG IDAHO 83440 ►awisnnm [aixraivas r inc 302 Jane Place, Lowell, AR 72745 customer- FLAT RIVER CORPORATION (877)770-5206 fax (800)356-2971 BLDG www.centralstatesmfg.com PLAN draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date Tchkd date TVP 03.30.18 sheet of D-3 BTR) - 1" ROLL MASTIC TICB) - INSIDE CORNER BOX CUN - R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOUT) - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM w CM - 1DK DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM � - DOWNSPOUT WITH KICK OUT TO B) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX = EF) - EAVE FLASHING PT - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRIM END CAP In GE- GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM of HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT- BASE FLASHING WT - WAINSCOT TRANSITION TRIM BLDG 3 FRAWNG SCALE 1/8"=V-0" '-0" NEW SELF STORAGE BUILDING PROJECT FOR: CF-P,rMaL SmRA E WoRIKs project- DELL R BARNEY self -storage systems REXBURG IDAHO 83440 ►awisnnm [aixraivas r inc 302 Jane Place, Lowell, AR 72745 customer- FLAT RIVER CORPORATION (877)770-5206 fax (800)356-2971 BLDG www.centralstatesmfg.com PLAN draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date Tchkd date TVP 03.30.18 sheet of D-3 100-0 STEEL DIM. (10)10'-0 BAYS - 2 2 2 2 D-3 D-4 D-4 D- 9( 9070 9070 9070 9070 9070 9070 9070 9070 9 70 4 4 5 O I D-4 0 0 J W W 8 0 D-310 _ o Q N N N N N 7 N r O 0 m m -- W w o co J N N N 5 = D-4 0 I O I N 4 4 D-3 D- 9070 9070 9070 9070 9070 9070 9070 9070 9070 90 0 (10)10'-0 BAYS BLDG 3 P L_A N ARTMON PLAN SCALE 1 /8"=l' -O" 41 STEEL DIM. STEEL DIM.- STEEL DIM. STEEL DIM. STEEL DIM. STEEL DIM. 1 (PL) PARTITION (PL) PARTITION PANEL (PA) ANGLE COILING DOOR COILING DOOR (PL) PARTITION PANEL J (C) COLUMN W (PA) ANGLE (M) DOOR MULLION LLJJ (PA) ANGLE J w W W cn (C) COLUMN cn p (PL) PARTITION (PL) PARTITION J W (RW) WALL PANEL LLJ (TMC) MULLION COVER 1 7 PARTITION CROSSING WALL W/ PARTITION L DOOR MULLION W J W 2 U 1n U Z W W 2 cn (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL BTR) - 1" ROLL MASTIC TICS) - INSIDE CORNER BOX CLIN) - R PANEL INSIDE FOAM CLOSURE C) - LOW RIB INSIDE CORNER TRIM (CLOUT) ((BA - 84316R 4 X 2 X 16Gk ANGLE (5.9) - FLOOR BASE ANGLE drawn date (BC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - FLOOR BASE CHANNEL sheet of (BC6) - U62516R 6 1/8 X 2 7/8 X 16GA. CHANNEL (11.9) - 6" BASE CHANNEL W C4 C4216R 4 X 2 X 16GA. CEE (8.9) - 4" COLUMN J C6 - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6" COLUMN DH - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD 0 W DJ - C43516R 4 X 3 1/2 X 16GA. CEE (11.9) - DOOR JAMB MC EC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - EAVE CHANNEL U ES - E64316R+/0 3 X 6 X 4 X 16GA. STRUT (13.9) - EAVE STRUT N FC - AS MANUFACTURED - FLOOR CLIP 0 G) - C4216R 4 X 2 X 16GA. CEE (8.9) - GIRT J HA - B4216R 4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE < HR - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT FORMED RIDGE CAP JR) - C122514R 12 X 2 1/2 X 14GA. CEE (17.9) - JACK RAFTER GE - M) - C12416R 12 X 4 X 16GA. CEE (20.9) - MULUON U MC) - AS MANUFACTURED - MINI CUP � P4) - Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE 9.9) - ROOF PURUN �P6-14) - HALL TOP TRIM Z62516R 2 1/2 X 6 X 2 1/2 X 14, ZEE 11.9 - ROOF PURUN (n P8 - IRS Z82516R 2 1/2 X 8 X 2 1/2 X 16GA. ZEE 13.9) - ROOF PURUN PL 9'-6 PA - 84216R 4 X 2 X 16GA. ANGLE (5.9) - PARTITION ANGLE 9'-6 RA - 84216R 4 X 2 X i6GA ANGLE 5.9 - RAKE ANGLE 9'-6 - E64316R-/O 3 X 6 X 4 X 16GA. STRUT (13.9) - RIDGE STRUT W J W 2 U 1n U Z W W 2 cn (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL BTR) - 1" ROLL MASTIC TICS) - INSIDE CORNER BOX CLIN) - R PANEL INSIDE FOAM CLOSURE C) - LOW RIB INSIDE CORNER TRIM (CLOUT) drawn date chkd date TVP 03.30.18 sheet of D-4 - R PANEL OUTSIDE FOAM CLOSURE JA) - DOOR JAMB TRIM 3 GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC 3 W D-3 I I I - LOW RIB OUTSIDE CORNER TRIM I DK - I TOCB) I 0 I I I D-3 EF) - I I I U I FORMED RIDGE CAP I - RAKE TRIM END CAP I GE - I I I GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM D7 HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM 3 PL 9'-6 3 PL 9'-6 3 PL 9'-6 3 PL 9'-6 3 PL 9'-6 3 PL 9'-6 3 PL 9'-6 3 PL 9'-6 3 PL 9'-6 3 PL 9'-6 A) 9'-3 (PA) 9'-3 (PA) 9'-3 (PA) 9'-3 (PA) 9'-3 I (PA) 9'-3 I (PA) '-3 I (PA) 9'-3 I (PA) 9'-3 (PA) 9'-3 (PA) 9'-3 2 D-4 I d I Q d I Q d I Q v I d I Q d I Q d I Q d I a v I Q d I Q d I Q d I Q v 8670 9070 9070 4070 4070 4070 4070 4070 4070 4070 4070 9070 9070 8670 _ 8670 _ _ 9070 _ _ _9070 _ 4070 4070 4070 4070 4070 4070 4070 4070 _ 9070 _ _ _9070 _ _ 8670 _ D c0 D c0 D v c0 D l c0 D c0 D I c0 D c0 ➢ I tp D v c0 D l c0 D c0 D c0 I I U I U I U I U I U I U I U I U I � U I U I U I U D- ( 9'-1 (PA) 9'-1 (PA) 9'-1 (PA) 9'-1 (PA) 9'-1 (PA) 9'-i (PA) -1 (PA) 9'-1 (PA) 9'-1 (PA) 9'-1 (PA) 9'-1 3 PL 9 -6 3 PL 9'- 6 I 3 PL 9'- 6 I 3 PL I 9 -6 3 PL I 9'- 6 3 PL I 9'- 6 3 PL I 9':::-6- 3 PL 9'- 6 I 3 PL 9'76-- I 3 PL 9 -6 1 I 3 � I � I � I � I � I � I � I � I � 3 D-3 11 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK �PLLTTD D) F3 - 12 X 1 SO TEK )F4 - 12 X 2 SO TEK PLTD) J F5 - 12 X 1 1/4 WASHER TEK(PTD) Q F6 - 12 X 1 1/4 WASHER ZAC((PTD))(PLTD) F7 - 12 X 1 1/4 WASHER TEK PTD = F8 - 14 X 7/8 WASHER TEK((PTD U F9 - 14 X 7/8 WASHER ZAC(PTD�(PLTD) (n F10 - 14 X 7/8 WASHER TEK ((PTO )))))) F11 - 1/8 POP RIVET W F12 - 12 X 1 1/4 WASHER TEK PTD Z F13 - 12 X 1 1/4 WASHER TEK PTD w F14 - 14 X 7/8 WASHER TEK PTD N F15 - 14 X 7/8 WASHER TEK PTD (PLTD) � F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - INTERIOR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM NEW SELF STORAGE BUILDING PROJECT FOR: CENTRAL STORAGE WORKS project- DELL R BARNEY self-gora9e sWerns REXBURG IDAHO 83440 AdMAandC�Sita lNf4 Mc customer- FLAT RIVER CORPORATION 302 Jane Place, Lowell, AR 72745 (877)770-5206 fax (800)356-2971 BLDG drawn date chkd date TVP 03.30.18 sheet of D-4 - R PANEL OUTSIDE FOAM CLOSURE JA) - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM W CM - DOOR CORNER MULLION OC� - LOW RIB OUTSIDE CORNER TRIM DK - DOWNSPOUT WITH KICK OUT TOCB) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX EF) - EAVE FLASHING PT - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRIM END CAP (/7 GE - GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM � HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM ~ HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING Wi - WAINSCOT TRANSITION TRIM � www.centralstatesmfg.com draft -ink p.o. box 14888 springiield, mo. 85814-0588 417.848.0225 draft-irLk@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of D-4 W J W 2 U Z Ld W S (EM)20'-0 I (EM)20'-0 100'-0" STEEL DIM. (EM)20'-O (EM)20'-0 I (EM)20'-0 I N B4316R 4 X 2 X 16GA ANGLE (5.9) I2 I I BC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL 9.9) N IC N U62516R 6 1/8 X 2 7/8 X 16GA. CHANNEL 11.9) N W O C4216R 4 X 2 X 16GA. CEE (8.9) m J C6 - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) a. 0 I U) C4216R 4 X 2 X 16GA. CEE (8.9) N (P6 -14)20'-8 C-4 C43516R 4 X 3 1/2 X 16GA CEE (11.9) N W J W 2 U Z Ld W S (EM)20'-0 I (EM)20'-0 100'-0" STEEL DIM. (EM)20'-O (EM)20'-0 I (EM)20'-0 I BA) - B4316R 4 X 2 X 16GA ANGLE (5.9) - FLOOR BASE ANGLE I I BC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL 9.9) - FLOOR BASE CHANNEL IC BC6) - U62516R 6 1/8 X 2 7/8 X 16GA. CHANNEL 11.9) - 6" BASE CHANNEL W C4 - C4216R 4 X 2 X 16GA. CEE (8.9) - 4" COLUMN J C6 - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6" COLUMN I DH - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD (P6 -14)20'-8 DJ - C43516R 4 X 3 1/2 X 16GA CEE (11.9) - DOOR JAMB = EC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - EAVE CHANNEL U ES - E64316R+/0 3 X 6 X 4 X 16GA STRUT (13.9) - EAVE STRUT N FC - AS MANUFACTURED - FLOOR CLIP 1 (P6-14)20'-8 G) - C4216R 4 X 2 X 16GA CEE (8.9) - GIRT J HA - B4 216R4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE - < HR C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT I I I II (P6-141)20'-8 JR - C122514R 12 X 2 1/2 X 14GA CEE (17.9) - JACK RAFTER I I M) - C12416R 12 X 4 X 16GA. CEE (20.9) - MUUJON U MCAS MANUFACTURED - MINI CLIP =)P4 (EM)21 '-0 I Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE (9.9) - ROOF PURUN OfP6-14) -HALL TOP TRIM Z62516R 2 1/2 X 6 X 2 1/2 X 14GA. ZEE (11.9) - ROOF PURLIN N P8 - Z82516RR 21/2 X 8 X 2 1/2 X 16GA. ZEE (13.9) - ROOF PURUN (EM) '-0 PA - 84216R 4 X 2 X 16GA ANGLE (5.9) - PARTITION ANGLE I RA - B4216R 4 X 2 X 16GA ANGLE 5.9 - RAKE ANGLE I RS - E64316R-/0 3 X 6 X 4 X 16GA STRUT (13.9) - RIDGE STRUT W J W 2 U Z Ld W S (EM)20'-0 I (EM)20'-0 100'-0" STEEL DIM. (EM)20'-O (EM)20'-0 I (EM)20'-0 I I 2 I I I I I I 2 I CLIN) - R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOUT) - (P6-11)20'-8 =6 (P6-11)20'-8 =6 (P6-14120'-8 =6 (P6-11)20'-8 =6 (P6 -1V20'-8 I I I I I I I I I 3 (P6 -14)20'-8 I D-6 ILI (P6-14)20'-8 D-6 (P6-14120'-8 �II (P6-141)20-8 I D - ILI (P6-141)20'-8 W D D OC - LOW RIB OUTSIDE CORNER TRIM � (P6-1 )20'-8 (P6-1 )20'-8 I (P6-14 20'-8 1 (P6-14)20'-8 1 (P6-14 20'-8 I I (P6-11)20'-8 I I I I (P6-11)20'-8 I I I I (P6-14120'-8 I I I I (P6-11)20'-8 I I I I P6-1 20'-8 I I (P6-1 d)20'-8 I I I II (P6-14)20'-8 I I I I (P6-14120'-8 I I I II (P6-141)20'-8 I I I II (P6-141)20'-8 I I I I I I I I I I I I I I I I I I (EM) I '-O 1 (EM) 0'-0 I 8 I (EM)21'-O (EM)21 '-0 I (EM)21 '-0 I GU - POST HUNG GUTTER SA -HALL TOP TRIM Of HC - (EM) '-0 =L(EM) 0'-0 - ROOF TIE IN TRIM (EM)2 '-O (EM) '-0 (EM) '-0 I I I I I I I I I I I I I I I D15 D86 I I I I _ - - - - P6-1 20 -8 I I P6-1 20'-8 I I I I I I (P6-14120'-8 I I P6-1 A)20'-8 I I I I P6-1 A)20'-8 I I I I - - - - (P6-141 )20'-8 I 1 (P6-1 1)20'-8 I I I I (P6-14 20'-8 I 1 (P6-14 )20'-8 I I I (P6-11 20'-8 I I P6-14 20 -8 I P6 -1f)20'-8 I P6-14 20'-8 I P6-1 M 20 -8 I P6-1 20'-8 II II 3 I I I I I I I I I I I D P6-1 20 -8 P6-1 f)20 --B P6-14 20 -8 (P6-11)20'-8 (P6 -14D20'-8 I I 2 I I I I I I 2 I I I D-5 I I I I I I D- I (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL kCm)zv -V I kcm)LV -V F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 XI SO TEK �PLTDF3 - 12 X 1 SD TEK PLTD)) F4 - 12 X 2 SO TEK PLTD W F5 - 12 X 1 1 4 WASHER TEK((PTD) Q F6 - 12 X 1 1%4 WASHER ZAC(PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK((PTD)))) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WAS ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD tY F11 - 1/8 POP RIVET W F12 - 12 X 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) Ld F14 - 14 X 7/8 WASHER TEK PTD F 1 5 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET kLm)/V -V - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTEROR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM kcm)cv -v I kLmj/v -V N N 0 m a 0 N � - STEEL DIM.- (RA) IM.-(RA) RAKE ANGLE (F7) ® 12" O.C. I (TRT) RAKE TRIM � I 1 r (RR) ROOF PANEL 1 �\ I (F2)(2) PER LOC (F7) ® 12" O.C. - - - - - - - - I I (CLOUT) CLOSURE I 1 (RW) WALL PANEL I I (P6) PURLIN (F2) (6) PER LOC. 7 I (C) COLUMN J RAKE 4" - (F7) AT 3'-0" O.C. (TGS) AT 3'-0" O.C. (F7) AT 3'-0" O.C. (TGU) GUTTER BLDG ���N ROOF 3 P LAN SCALE 1/8"=V-0" '-0" STEEL DIM. r-- (CLIN) CLOSURE MASTIC AT TOP & BTM OF CLOSURE r- (RR) ROOF PANEL (EC) EAVE CHAN. I I 1 I (F2) (4) PER LOC. I I (RW) WALL PANEL 1 1 (TDK) DOWNSPOUT I I I I ~ (C) COLUMN 2 LOW EAVE WITH GUTTER CENTRAL STORAGE WORKS self -storage systems ►awsnnm[axr�ivasmrginc 302 Jane Place, Lowell, AR 72745 (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com project- customer - HALL DIM. f - I I I I I (RR) ROOF PANEL I � I J OPEN RIDGE AT HALL (OFFSET) NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of D-5 BTR) - 1" ROLL MASTIC TICB) - INSIDE CORNER BOX CLIN) - R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOUT) - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM W CM - 1DK DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM � - DOWNSPOUT WITH KICK OUT TO B) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX Ld EF) - EAVE FLASHING PT - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRM END CAP N GE - GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA -HALL TOP TRIM Of HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING WT - WAINSCOT TRANSITION TRIM 4" - (F7) AT 3'-0" O.C. (TGS) AT 3'-0" O.C. (F7) AT 3'-0" O.C. (TGU) GUTTER BLDG ���N ROOF 3 P LAN SCALE 1/8"=V-0" '-0" STEEL DIM. r-- (CLIN) CLOSURE MASTIC AT TOP & BTM OF CLOSURE r- (RR) ROOF PANEL (EC) EAVE CHAN. I I 1 I (F2) (4) PER LOC. I I (RW) WALL PANEL 1 1 (TDK) DOWNSPOUT I I I I ~ (C) COLUMN 2 LOW EAVE WITH GUTTER CENTRAL STORAGE WORKS self -storage systems ►awsnnm[axr�ivasmrginc 302 Jane Place, Lowell, AR 72745 (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com project- customer - HALL DIM. f - I I I I I (RR) ROOF PANEL I � I J OPEN RIDGE AT HALL (OFFSET) NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of D-5 STEEL DIM. -I- -STEEL DIM. CONT. MASTIC AT FASTEN AT OVERLAP PER PANEL OVERLAP 6' I MIN. EAVE FASTENING DETAIL (RR) I F- (RR) R -PANEL ROOF PANEL OVERLAP STEEL DIM.HALL DIM. --y I I I I I I (C4) COLUMN I I I I I I HALL ANGLE AT C (HA) HALL ANGLE (F9) 18" O.C. CONT. MASTIC @ PANEL LAP R -PANEL ROOF (RR) EAVE AND RIDGE FASTENING (F9) 18" O.C. CONT. MASTIC @ PANEL LAP R -PANEL ROOF (RR)- PURLIN FASTENING R- PANEL WALL EAVE AND BASE FASTENING (RW) - (F10) 24" O.C. MAX R -PANEL WALL GIRT AND DOOR HEAD FASTENING (RW) (F10) 24" O.C. MAX 12" (F6)-(6) 3' COVERAGE PER EAVE/RIDGE 7" 5" 7" 5" 7" 5" PER SHEET 3' COVERAGE (F6)-(3) PER PURLIN 12" 12" PER SHEET 12" 12" 12" I (F7)-(3) 3' COVERAGE PER GIRT PER SHEET 12" 12" 12" (F7)-(3) 3' COVERAGE PER GIRT PER SHEET STEEL DIM._f _STEEL DIM. 8" (MIN) LAP F - I (RR) 'R' ROOF PANEL I (RW) CEILING le e (F15) 11 ((TSA)) I I I I Li L� e e (F2) (2) PER LOC. Q I I I (P6) PURLIN I ao (RW) HALL PANEL (F2) (9) PER LOC. I EILING PURLIN SPLICE IS W J W 2 U Z W W S (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 XI SD TEK (PLTD) F3 - 12 X 1 SD TEK ((PLTD)) F4 - 12 X 2 SD TEK PLTD W F5 - 12 X 1 1 4 WASHER TEK((PTD) Q F6 - 12 X 1 1%4 WASHER ZAC(PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK((PTD)))) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WAS ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD tY F11 - 1/8 POP RIVET W F12 - 12 X 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) Ld F14 - 14 X 7/8 WASHER TEK PTD F 1 5 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTEROR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM TOS (P6) PURLIN (C) COLUMN STEEL DIM._f _STEEL DIM. I (RR) 'R' ROOF PANEL I I 433--- (F2) (9) PER LOC. (P6) PURLIN (P6) PURLIN PURLIN SPLICE SECTION BA) - B4316R 4 X 2 X 16GA. ANGLE (5.9) - FLOOR BASE ANGLE - INSIDE CORNER BOX BC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL 9.9) - FLOOR BASE CHANNEL IC BC6) - U62516R 6 1/8 X 2 7/8 X 16GA. CHANNEL 11.9) - 6" BASE CHANNEL W C4 - C4216R 4 X 2 X 16GA. CEE (8.9) - 4" COLUMN J C6 - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6" COLUMN DH - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD - LOW RIB HEAD AND JAMB TRIM DJ - C43516R 4 X 3 1/2 X 16GA CEE (11.9) - DOOR JAMB = EC - U42516R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - EAVE CHANNEL U ES - E64316R+/0 3 X 6 X 4 X 16GA. STRUT (13.9) - EAVE STRUT N FC - AS MANUFACTURED - FLOOR CLIP 0 G) - C4216R 4 X 2 X 16GA CEE (8.9) - GIRT J HA - B4216R 4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE - < HR C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT FORMED RIDGE CAP JR - C122514R 12 X 2 1/2 X 14GA. CEE (17.9) - JACK RAFTER GE- M) - C12416R 12 X 4 X 16GA. CEE (20.9) - MUUJON U MCAS MANUFACTURED - MINI CUP =)P4 Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE (9.9) - ROOF PURLIN 0fP6-14) -HALL TOP TRIM Z62516R 2 1/2 X 6 X 2 1/2 X 14GA. ZEE (11.9) - ROOF PURLIN N P8 - Z82516RR 21/2 X 8 X 2 1/2 X 16GA. ZEE (13.9) - ROOF PURLIN HE - PA - 84216R 4 X 2 X 16GA ANGLE (5.9) - PARTITION ANGLE RA - B4216R 4 X 2 X 16GA ANGLE 5.9 - RAKE ANGLE - BASE FLASHING RS - E64316R-/0 3 X 6 X 4 X 16GA. STRUT (13.9) - RIDGE STRUT W J W 2 U Z W W S (PL) - 29GA. PBR WALL PANEL RR - 26GA. PBR ROOF PANEL RW - 26GA. PBR WALL PANEL F1 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 XI SD TEK (PLTD) F3 - 12 X 1 SD TEK ((PLTD)) F4 - 12 X 2 SD TEK PLTD W F5 - 12 X 1 1 4 WASHER TEK((PTD) Q F6 - 12 X 1 1%4 WASHER ZAC(PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK((PTD)))) F8 - 14 X 7/8 WASHER TEK PTD U F9 - 14 X 7/8 WAS ZAC PTD (PLTD) co F10 - 14 X 7/8 WASHER TEK PTD tY F11 - 1/8 POP RIVET W F12 - 12 X 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) Ld F14 - 14 X 7/8 WASHER TEK PTD F 1 5 - 14 X 7/8 WASHER TEK PTD (PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTEROR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM TOS (P6) PURLIN (C) COLUMN STEEL DIM._f _STEEL DIM. I (RR) 'R' ROOF PANEL I I 433--- (F2) (9) PER LOC. (P6) PURLIN (P6) PURLIN PURLIN SPLICE SECTION (C) COLUMN (PT)1"X12" TOP TRIM Ld c� Q Ld O U M C o� (F5)-(4) PER COLUMN PER SHEET PL l ►i 0 0 0 0 PANEL -LOC PARTITION SHEET FASTENING (C) -STEEL DIM. f- STEEL DIM. - (RR) 'R' ROOF PANEL I I -- ----- - ------ TOS Ile e11 II II Ile all (P6) PURLIN I I (F2) (6) PER LOC. (C) COLUMN I I I I n2PURLIN SIDE I CENTRAL STORAGE WORKS project - self -storage systems ►awisnnm[aixraivasr�inc 302 Jane Place, Lowell, AR 72745 customer - (877)770 -5206 fax (800)356-2971 www.centralstatesmfg.com STEEL DIM._f _STEEL DIM. I (RR) 'R' ROOF PANEL I I NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of D-6 BTR) - 1" ROLL MASTIC TICB) - INSIDE CORNER BOX CUN) -R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOUT) - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN - R PANEL INSIDE CORNER TRIM JT - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM W CM - 1DK DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM � - DOWNSPOUT WITH KICK OUT TO B) - OUTSIDE CORNER BOX 0 DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX Ld EF) - EAVE FLASHING PT - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP RC - RAKE TRIM END CAP N GE- GUTTER END CAP RT - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA -HALL TOP TRIM of HC - DOOR HEAD COVER TI) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING WT - WAINSCOT TRANSITION TRIM (C) COLUMN (PT)1"X12" TOP TRIM Ld c� Q Ld O U M C o� (F5)-(4) PER COLUMN PER SHEET PL l ►i 0 0 0 0 PANEL -LOC PARTITION SHEET FASTENING (C) -STEEL DIM. f- STEEL DIM. - (RR) 'R' ROOF PANEL I I -- ----- - ------ TOS Ile e11 II II Ile all (P6) PURLIN I I (F2) (6) PER LOC. (C) COLUMN I I I I n2PURLIN SIDE I CENTRAL STORAGE WORKS project - self -storage systems ►awisnnm[aixraivasr�inc 302 Jane Place, Lowell, AR 72745 customer - (877)770 -5206 fax (800)356-2971 www.centralstatesmfg.com STEEL DIM._f _STEEL DIM. I (RR) 'R' ROOF PANEL I I NEW SELF STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG IDAHO 83440 FLAT RIVER CORPORATION BLDG 3 draft -ink p.o. box 14588 springfield, mo. 85814-0588 417.848.0225 draft-ink@sbcglobal.net drawn date chkd date TVP 03.30.18 sheet of D-6