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Home My WebLink AboutSITE PLAN - 20-00617 - Barney Self Storage Plus - Bldg 10, 14, 15, Ag bldg. move - SITE PLANO z 0 ry) Ln D INFILTRATOR NOTE: (MINIMUM 24" OVER DIG AROUND INFILTRATOR AND FILL WITH WASHED ROCK FOR DEPTH OF PERFORATED SECTIONS. 2. COVER WASHED ROCK WITH ROAD FABRIC TYPE BARRIER TO PREVENT SILTING OF GRAVEL. EXISTING WALL INSPEvCTION POR! I�ml �x—XXL-6 STING DRAINAG 60'X100' BUILDING #6 2018 E 80'X100' BUILDING #5 2018 - Infiltrator For Drain (SEE DETAILS) EXISTING DRAINAGE 80'X100' BUILDING #4 2017 EXISTING DRAINS 80'X100' BUILDING #3 2016 C) N CDN 0 Z_ J CID 0 0 X imn �aEaa L, �Oxc2�.xlc roxq 3n g0.kf.656CEX1EREOJ WMANHOLE ISOMEIRIC YIEW Manholes 48 Di Manhole 0 OkIcasI Precast �— StarkAssemby 'u°.R. am.m k"msm�el os ooe V+e,l ISO Vic, w� PROPOSED DRAIN 2020 MAINTENANCE ACCESS WALL -1SNOW STORAGE( EXISTING DRAINAGE MISTING DRAIN 61 1 VISCINITY MAP I 7 SCAT F 3lA" c 1'_!P' DrainaaeN"R1,e ,=1Exi SHOP Existing Building OFFICE Man ina Drai Drai Access Gate & Sidewalk Strip SITE PLAN Block Wall 0 IN w z O ire Manholes 48 &t2a'Se geme Ply, I Lid OWCaYk�B Precast' — Aespsa SckI0 I ISO View C,ymnu mil STING DRAINAG 60'X100' BUILDING #6 2018 E 80'X100' BUILDING #5 2018 - Infiltrator For Drain (SEE DETAILS) EXISTING DRAINAGE 80'X100' BUILDING #4 2017 EXISTING DRAINS 80'X100' BUILDING #3 2016 C) N CDN 0 Z_ J CID 0 0 X imn �aEaa L, �Oxc2�.xlc roxq 3n g0.kf.656CEX1EREOJ WMANHOLE ISOMEIRIC YIEW Manholes 48 Di Manhole 0 OkIcasI Precast �— StarkAssemby 'u°.R. am.m k"msm�el os ooe V+e,l ISO Vic, w� PROPOSED DRAIN 2020 MAINTENANCE ACCESS WALL -1SNOW STORAGE( EXISTING DRAINAGE MISTING DRAIN 61 1 VISCINITY MAP I 7 SCAT F 3lA" c 1'_!P' DrainaaeN"R1,e ,=1Exi SHOP Existing Building OFFICE Man ina Drai Drai Access Gate & Sidewalk Strip SITE PLAN Block Wall 0 IN w z O ire C.) a g o N co o C.) a � o L7 �' C* .= a� 0 FA WE S-301 Fy:1:01:06 m n c (34) (RR) 15'-4 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 2015 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 SAVE, WALL AND RIDGE CONDITIONS AS PROVIDED FOR PROJECT MUST BE INSTALLED AS SHOWN HEREIN. 29GA PER WALL PANEL ( ) - 26GA PBR ROOF PANEL (RVQ 26GA. PER WALL PANEL FI - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 12 IT1 SD IT LL F3 - 12 X 1 SD TEL( PLTD F4 - 12 X 2 SO TEK PLTD F5 - 12 X 1 1/4 WASHER tEK((PID) F6 - 12 X 1 1/4 WASHER 2A0(PTET(PLTD) F7 - 12 % 1 1/4 WASHER TEK P'ID = F8 - 14 X 7/8 WASHER 7EK(( U F9 - 14 X 7/8 WASHER ZAC(PTD�(PLTO) In F10 - 14 X 7/8 WASHER TEK PTD F11 - 1/8 POP RIVET ZF12 - 12 X 1 1/4 WISHER TEN PTD M - 12 X 1 1/4 WASHER TEK PTD F14 - 14 X 7/8 WASFBA TEN PID F16 - 1/BXPD/ WASHER 1FX PTD (ALTO) - BASE TO SUB CONNECTIONS - STHUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PAMMON ANGLE CONNECTIONS - DMIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL UP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - INTERIOR 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 CONDDTONS 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) - 843168 4 % 2 % IeGA ANGLE (5.9) - FLOOR BASE ANGLE INSIDE CORNER BOX BC) - U425I6R 4 1/B % 2 7/5 X 16110L CHWEL (9,9) - FLOOR BASE CHANNEL IC BUB)- U6251OR 6 1/8 X 2 7/8 X TWA CRANNEL (11.9) - 6' BASE CHANNEL W C4 - C411IR 4 % 2 X In CEE (8.9) - 4' COLUMN GEOC ) - C6 - C62516R 6 X 2 1/2 X 16GA CEE (11.9) 8' COLUMN ON - C42IW 4 % 2 % 16CA CEE (d9) _ DOOR HEAD � W 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 OH NEL (9.9) - FAVE CHANNEL U ES - E64316R+/0 3 % 6 % 4 X IGGl STRUT (13.9) - EAVE STRUT DK - FCjft)}f - AS MANUFACTURED - FLOOR CW o G) - C4216R 4 X 2 X I6G CEE (69) - GMT -� H1 842168 4 X 2 % 16CA TINGLE (5.9) - HALL TOP ANGLE < HR - C4216R 4 % 2 X 16GA CEE (8.9) - DOOR HERO REINFORCEMENT FORMED RIDGE CAP JR - C122514R 12 % 2 7/2 %IMA CEE (179) - J.AIX( PATER - M) - C12416R 12 X 4 X 16GA OLE (20.9) - MULLLON U MC - AS M4WFAORAHB - MINK CUP � 94 Z42516R 2 1/2 X 4 X 2 1/2 X 16GA ZEE (9.9) - ROOF MRUN P6-14) ZM16R 2 1/2 X 6 X 2 1/2 X 14GA ZEE (11.9) - ROOF PURL)N LO PIT - ZU516R 2 1/2 X B X 2 1/2 X 16GA ZEE (13.9) - ROOF %)RUN H - PA - 8421M 4 X 2 X IEGA. ANGLE (5.9) - PARTITION ANGLE RA - B421N 4 X 2 X IEGA. ANGLE (5.9) - RAKE ANGLE - BASE FLASHING- RS - Eb4316R-/0 3 X 6 X 4 X 1610. STRUT (13.9) - RIDGE STRUT 29GA PER WALL PANEL ( ) - 26GA PBR ROOF PANEL (RVQ 26GA. PER WALL PANEL FI - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 12 IT1 SD IT LL F3 - 12 X 1 SD TEL( PLTD F4 - 12 X 2 SO TEK PLTD F5 - 12 X 1 1/4 WASHER tEK((PID) F6 - 12 X 1 1/4 WASHER 2A0(PTET(PLTD) F7 - 12 % 1 1/4 WASHER TEK P'ID = F8 - 14 X 7/8 WASHER 7EK(( U F9 - 14 X 7/8 WASHER ZAC(PTD�(PLTO) In F10 - 14 X 7/8 WASHER TEK PTD F11 - 1/8 POP RIVET ZF12 - 12 X 1 1/4 WISHER TEN PTD M - 12 X 1 1/4 WASHER TEK PTD F14 - 14 X 7/8 WASFBA TEN PID F16 - 1/BXPD/ WASHER 1FX PTD (ALTO) - BASE TO SUB CONNECTIONS - STHUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PAMMON ANGLE CONNECTIONS - DMIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL UP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - INTERIOR 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 CONDDTONS 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. DRAWING CONTENTS BLDG KEY 02/08/2020 B PLAN SCALE 1/8 )1=1 '-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 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 NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS CENTRA4.5TOP-4GE VVoitKS project- 433 AIRPORT ROAD s[4f-ncrAge syst«m. REXBURG, IDAHO 83440 302 Jane Place, Lowell, OIIStomer AR 72745 D J BARNEY (877)770-5206 fax (800)356-2971 BLDG B www.centraistatesmfg.com draft-eLAL ink BTR) - 1* ROLL MASTIC dre/R-L> 9k 1,oglobal.aet INSIDE CORNER BOX aDkd date CUN) - R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOLM - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB IRNA GEOC ) - GUTTER SEAL JC - DOOR JAMB CAP IN) - R PANEL INSIDE CORNER TRIM - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MC - DWR MUWON COVER TRIM W CM - DOOR CORNER MULUON OC - LOW 818 OUTSIDE CORNER TRIM � DK - DOWNSPOUT WITH KICK OUT B) - 0t1751DE CORNER BOX o DSS2) - DOWNSPOUT STRAP PB) -PEAK BOX = EFT - EAVE FLASHING - PARTITION TOP TRIM FRC) - FORMED RIDGE CAP - RAKE TRIM END CAP - GUTTER END CAP - RAKE TRIM GS - GUTTER HANGER STRAP - HALL COILING CLOSURE GU - POST HUNG GUTTER - HILL TOP TRIM HC - DOOR HEAD COVER )) - ROOF TIE N RA H - DOOR HEAD TRIM - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM - BASE FLASHING- Wmn WAINSCOT TRANSITION TRIM DRAWING CONTENTS BLDG KEY 02/08/2020 B PLAN SCALE 1/8 )1=1 '-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 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 NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS CENTRA4.5TOP-4GE VVoitKS project- 433 AIRPORT ROAD s[4f-ncrAge syst«m. REXBURG, IDAHO 83440 302 Jane Place, Lowell, OIIStomer AR 72745 D J BARNEY (877)770-5206 fax (800)356-2971 BLDG B www.centraistatesmfg.com draft-eLAL ink p.o.b 146ae spriugnad, mo. 6ee1"88e 417.846.0588 dre/R-L> 9k 1,oglobal.aet drawn dat6 aDkd date IVP 12.17.19 sheet of K-1 BLDG B A EAVE ELEV. SCALE 1/8" = 1'-0" BLDG B EAVE ELEV. SCALE 1/8" = 1'-0 " BLDG B C RAKE ELEV. SCALE 1/8" = 1'-0" PL - 29G4 PER WALE. PANEL - 26G4 PBR ROOF PANEL - 26GA PBR WALL PANEL (34) (RW) 1'-51/2 N 8�J) B4316R 4 % 2 X 16GAU4111.ANGLE (5.9) - FLOOR RASE ANGLE - INSIDE CORNER BOX N \ ( CHANNEL K; RCB)- L162518R 6 1BASE /8 X 27%8 X =CHANNEL (B79) - 6" 815E CHANNEL R PANEL OUTSIDE FOAM CLOSURE JA 04210 4 % 2 % 18(:4 CFE (&B) - 4" OOLLAAN J Ce - C82516R 8 % 2 i/2 X iBGA CEE (11,9) - 6" COLUMN Q- IN) - C4216R 4 X 2 X IVA CEE (&B) - DOOR HEAD W 81 - C43516R 4 X 3 1/2 % 16G1. CEE (11.9) - DOOR JNAB _ EC - U42516R 4 1/8 X 2 7/8 X 1611 CHANNEL 9.9) - EAVE CHANNEL U ES - E6T316R+/0 3 X 6 X 4 X IBCA STRUT (13.�) - EAVE STRUT VT fD - AS NRNIAACIIIRED - FLOOR CLIP 0 - C4216R 4 X 2 X 1611 CEE 8.9)j - GIT - PEAK BOX - 842181 4 X 2 X 16Gk (5.9) KILL TOP ANGLE IR - C4218R 4 X 2 X 18A CEE (8.9) _ DOOR HEAD REINFORCEMENT FORMED RIDGE CAP D RIDGE JR - M) - CIM14R 12 X 2 1/2 X 14GA GEE (17.9) C12416R 12 X 4 % 16CA CEE (20.9) - 4ACK PATTER - MULLION U GUTTER END GAP AS MANUFACTURED - MITI CUP P4 Z42516R 2 1/2 X 4 X 2 1/2 X 16Gk ZEE 9.9) - ROOF PURUN Of PB -14) Z62516R 2 1/2 X 6 X 2 if2 % 1114 ZEE 11.9)) - ROOF PURUN PB - Z8251OR 2 1/2 X 8 X 2 1/2 % 1814 ZEE 73A) - BOOF PURUN DOOR HEAD CONFIT P - 84216R 4 X 2 X 16CA ANGLE 5.9) - PARTITION ANGLE HE - M - 8421&1 4 X 2 X 1664 ANGLE 5.9 - RAKE ANGLE Rfi - E64316R-/0 3 X 6 X 4 X 1 STRUT (13.9) - RIDGE STRUT BLDG B A EAVE ELEV. SCALE 1/8" = 1'-0" BLDG B EAVE ELEV. SCALE 1/8" = 1'-0 " BLDG B C RAKE ELEV. SCALE 1/8" = 1'-0" PL - 29G4 PER WALE. PANEL - 26G4 PBR ROOF PANEL - 26GA PBR WALL PANEL (34) (RW) 1'-51/2 N BTR} - N \ GB) - INSIDE CORNER BOX N \ CUN) - R PANEL INSIDE FOAM CLOSURE K; - LOW RIB INSIOE CORNER TRIM CLOLJh - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOC - � JC - DOOR JAMB CAP IN) - O r h W I i I 1 I I 1 I W h I i k� ba ogg0 ro m a ro 2a iu o0 - DOWNSPOUT SRTM PB - PEAK BOX w = - EAVE - PARTITION TOP TRIM FARC) - FORMED RIDGE CAP D RIDGE 71 - RAKE TRIM END CAP vUj �� --� LRAK GB`; ELEV. 00 �' SCALE 1/8°' = 1'-0e 15'-0" Ft - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2- 12 X i SD TEK ((PLTD F3 - 12 X 1 SD TEK (PLTD F4 - 12 X 2 SO TEN cPLTD FS - 12 X 7 1/4 WASHER TE K PN)) =O F6 - 12 X 1 1/4 WASHER ZAC PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK )) FIT - 14 X 7/8 WISHER 7EN C=j F9 - 14 % 7/8 WASHER 7AC PTD (ALTO) V) F1 0 - 14 X 7/8 WASHER TEN PTD F11 - 1/8 POP PNET F12 - 12 X 1 1/4 WASHER TEK PTD Z F13 - 12 X 1 i/4 WASHER ifl( PTD w F14 - 14 X 7/8 WASHER TEK PTD F15 - 74 X 7/8 WASHER TEK PTD (PLTD) W F16 - 1/8 POP RIVET - WE TO SAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM ORILLER - 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 EXTERIOR DOOR SCHEDULE- ® -(10) EACH 9'-0 X 7'-0 OVERHEAD DOOR NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS CE TRAL SIORA09 VVbMM project- 433 AIRPORT ROAD 111"iIiiiiiii III, IN REXBURG, IDAHO 83440 aMw cTCnawvaar*1ux arc 302 Jane Place, Lowell, customer AR 72745 D J BARNEY (877)770-5206 fax (800)356-2971 BLDG B www.centralstatesmfg.com p.o. bas x4388 spr4a$4ialzd' mo. a581a 0638 437.848.0886 drnPc-Ink@ebr.Rl.obeZ.ae6 &atmdate ckkd date TVP 72.17.19 sheet of E-1 BTR} - i' ROLL MASTIC GB) - INSIDE CORNER BOX CUN) - R PANEL INSIDE FOAM CLOSURE K; - LOW RIB INSIOE CORNER TRIM CLOLJh - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOC - GUTTER SEAL JC - DOOR JAMB CAP IN) - R PANEL INSIDE CORNER TRIM - LOW RID HEAD PND JAMB TRIM OU - OUTSIDE CORNER TRIM 'DOOR M - DOOR MUWON COVER TRIM w CM - DOOR CORNER MU GC - LOW RID OUTSIDE GARNER TRIM GLC - DOWNSPOUT WITH KICK OUT B) - OUTSIDE CORNER BOX - DOWNSPOUT SRTM PB - PEAK BOX w = - EAVE - PARTITION TOP TRIM FARC) - FORMED RIDGE CAP D RIDGE 71 - RAKE TRIM END CAP vUj - GUTTER END GAP - RAKE TRIM GS - GUTTER HANGER STRAP HALL CLOSURE OU - POST HUNG CURER _ TCEILINGOP HALL TOP TRIM HC - DOOR HEAD CONFIT - ROOF TIEST IN TRIM HE - DOOR HEAD TRIM - ROOF STEP TRANSITION FLASHING HS - HIGH HAVE TRIM - BASE PUSHING - wartscoT rlunsmoN TRIM EXTERIOR DOOR SCHEDULE- ® -(10) EACH 9'-0 X 7'-0 OVERHEAD DOOR NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS CE TRAL SIORA09 VVbMM project- 433 AIRPORT ROAD 111"iIiiiiiii III, IN REXBURG, IDAHO 83440 aMw cTCnawvaar*1ux arc 302 Jane Place, Lowell, customer AR 72745 D J BARNEY (877)770-5206 fax (800)356-2971 BLDG B www.centralstatesmfg.com p.o. bas x4388 spr4a$4ialzd' mo. a581a 0638 437.848.0886 drnPc-Ink@ebr.Rl.obeZ.ae6 &atmdate ckkd date TVP 72.17.19 sheet of E-1 n 0 -100 —3" SLAB DIM. 12 12 a3 I a I I 91/2 X 1 1/2 1 I 1 1 1 1 2 i I DOOR EDGE NOTCH 1 1 1 1 l 2 �- C/-) I I I I I I I l 1 1/2 z 1 1/2 I I I 1 I I 11 1/2 x 1 1/2� WALL EDGE NOTCH I i 1 1 i I WALL EDGE NOTCH 7 X i TOT I I I 2 I 1 1 I WALLLL EDGE NOTCH t SIN BLDG B 01,40812020PL N SLAB PLAN_ SCALE 1/8 H-1 1 —0 11 1�- STEEL DIM. 1 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- 1 I WALL EDGE NOTCH 1 1 DOOR EDGE NOTCH I I I I I I I I F.F._ F.F. F.F. l 1 F.F. d a a Q a c d 1" 91° d a 2 .. 4 e ' a OWALL EDGE SLAB NOTCH O DOOR EDGE SLAB NOTCH NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS CXNTRAL STORAOE WOWS project- 433 AIRPORT ROAD "-Stora e systems � � REXBURG, IDAHO 83440 amwunn�eweazwanb�.tec 302 Jane Place, Lowell, �tornen AR 72745 D J BARNEY (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com BLDG B ftaft-ink p.m. boa 14806 apriayXisld ma. 88834-0888 417.848.0888 draJM int@sboglobsd.ast drawn data I ahkd data nw 12.n.1s sheet of &B!JJ BC) - B431OR 4 X 2 X 16GA ANGLE (5.9) U415ie1 4 1/8 X 2 7/8 X 16 `f,A. WNNEL (9.9) - T1 R BSE ANGLE - FLOOR BASE CHANNEL - INSIDE CORNER BOX ({pL) - 29GA. PBR WALL PANEL 28GA PBR ROOF PANEL CUN) - R PANEL INSIDE FOAM CLOSURE F1 - CONTI. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - M12 X 1 SD TEK (PLTD% - BASE TO SLAB CONNECTIONS - STRUCTURAL. STEEL CONNECTIONS BCB)- U82578R 6 1/B X 2 7/8 % i6GA CHANNFl (19.9) - e' BASE CHANNEL - DOOR JAMB TRIM (R'/� 26G4. PBR WALL PANEL l _ GEOCEL) - GUTTER SEAL F3 - 12 X 1 SD TEK - PARD110N SHEETING W 14 - C4276R 4 X 2 X 111 CEE (8.9) - 4' COLUMN - LAW RIB HEAD AND JAMB TRIM OU - R PANEL. OUTSIDE CORNER TRIM ((PLTI7) F4 - 12 X 2 SO TEK PLTD}�j( - PARTITION ANGLE CONNECTIONS J CB _ - C625HIR 6 X 2 1 2% I&EE CEE (11.9) C4218R 4 X 2 X i6G0. (2E (8.9) - 6' COLUMN - DOOR HEAD - LOW RIB OUTSIDE CORNER TRIM Z) DK - W J F5 - 12 % 1 i/4 HER ((PTD)) - EXTERIOR WALL SHEETING o - C43518R 4 % 3 7/2 X 1861 CEE (11.9 - DOOR JAMB - PEAK '0' EF)- � F6 - 12 X 1 i/4 WASHER ZAC(PTD)(PL70) - ROOF SHEETING = EC - 7/425788 # 1/8 X 2 7/8 % 96G4. El (9.9) - GYE CHANNEL O N G - w FI - 12 X 1 1/4 WASHER TEK((P1D - EKTERIOR TRIM DRILLER U ES - E84318R+/0 3 X 6 X 4 X t8G1 STRUT (13.9) - EAVE STRUT w GU - = F8 - 14 X 7/8 WASHER TEK PTD (( )) - EXTERIOR WALL PANEL LAP <n FC - AS F4WUFACMtED - FLOOR CUP S H - U F9 - 14 X J/8 WASHER ZAC(PMM)(PLTD) - ROOF PANEL IAP G C4216R 4 X Z % iBGP. CEE (8.8)) - GIRT - BASE FLASHING N F10 - 14 % 7/B WASHER TEK PTD - INTERIOR TRIM UP - 042H%R 4 X 2 % 16CA ANG (5.9) - HLMR ANGLE F17 - 1/8 POP RIVET - EXTERIOR TRIM HR - C4218R 4 X Z X IfiG4 CF�.(8.9) - DOOR HEAD REINFQiCEMFM CD a F12 - 12 X 1 1/4 WASHER TER((PTD) - INTERIOR WALL SHEETING JR - M) C122514R 12 X 2 1/2 X 1464 CEE (17.9) - JACK RAFTER Z Z F13 - 72 % 1 9%4 WASHER TEK(PiD3 - INTERIOR TRIM DRILLER - MC)) C1241OR 12 % 4 X 18CA GEE (20.9) - MULLION CUP II-- w F14 - 14 X 7/8. WASHER TEK(PTD) - INTERIOR WALL PANEL LAP U P4) AS MAMIFACNRED 2425168 2 9/2 X 4 % 2 9/2 % i6G4 ZEE ((9.8) - MINI - RWF PURLS: W Lil F75 - 14 X 7/8 WASHER TEK(PTD)(PLTD) - INTERIOR TRIM LAP 14) 6 X 1/2 IQ Fib - i/8 POP RIVET - INTERIOR TRIM (n Z86nl66HR 2 i R X 2 18)) A ZEE (i39) - ROOF PPURRUN LIN ((X( CLE I6G ANGLE G EEG0.5A5lRUT - ANGLEON ITS E6438R4/0 3 X 4 (13.8) RAKE NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS CXNTRAL STORAOE WOWS project- 433 AIRPORT ROAD "-Stora e systems � � REXBURG, IDAHO 83440 amwunn�eweazwanb�.tec 302 Jane Place, Lowell, �tornen AR 72745 D J BARNEY (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com BLDG B ftaft-ink p.m. boa 14806 apriayXisld ma. 88834-0888 417.848.0888 draJM int@sboglobsd.ast drawn data I ahkd data nw 12.n.1s sheet of 978) - 7' ROLL MASTIC CB) - INSIDE CORNER BOX CUN) - R PANEL INSIDE FOAM CLOSURE IC - LAW 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 - LAW RIB HEAD AND JAMB TRIM OU - R PANEL. OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM w CM - WOR CORNER MUWON OC - LOW RIB OUTSIDE CORNER TRIM Z) DK - DOWNSPOUT WITH KICK OUT ) - OUTSIDE CORNER BOX o DSS2) - DOWNSPOUT STRAP PB - PEAK '0' EF)- SAVE HASHING - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP - RAKE TRIM END CAP N G - GUTTER END CAP - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEIONG CLOSURE GU - POST HUNG GUTTER - HALL TOP TRIM HC - DOOR HEAD COVER - ROOF TIE IN TRIM H - DOOR HEAD TRIM - ROOF STEP TRANSITION PUSHING HS - HIGH SAYE TRIM - BASE FLASHING - WAINSCOT TRANSITION TRIM NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS CXNTRAL STORAOE WOWS project- 433 AIRPORT ROAD "-Stora e systems � � REXBURG, IDAHO 83440 amwunn�eweazwanb�.tec 302 Jane Place, Lowell, �tornen AR 72745 D J BARNEY (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com BLDG B ftaft-ink p.m. boa 14806 apriayXisld ma. 88834-0888 417.848.0888 draJM int@sboglobsd.ast drawn data I ahkd data nw 12.n.1s sheet of M3 0 100'-0" STEEL DIM. (10)10'-0 BAYS- - 91-0.1 –0"1 r r9l_o —I r` 91-011-1 –O-1 r r91-0. —I r— 91-01 r91-011-1 r —I r 91-01 (Be) 0(Be)0'-it 3 4 BC 0' -it 3 4 BC 0' -ii 3 4 BC 0' -ii 3 4 BC 0'-1} 3 4 BC 0' -ii 3 4 BC 0-11 3 4 BC 0-17 3 4 BC 0-71 3 4 3/4 ru (FC� (FC� (FC� 4 (FC� (FCJ (FCI (FC� (FC� (FC� $14 LW N V (FGJI (FGA (FCJ (FG3 (FGJq(FCJ(FCJI (FCJ (FCJ C-) m 2 I I I I I I I I JI 2 L0 (BC)20'-0 (BC)20'-0 (BC)20'-O (BC)20'-0 (BC)20'-O BLDG B 01/08/2020 PLN FLOOR PLAN SCALE 1/8"=1'-0" STEEL DIM. STEEL DIM. 1 STEEL DIM. 1 STEEL DIM. (C) COLUMN (RW) WALL PANEL SLAB DIM. SLAB DIM.------ (PL) PARTITION PANEL (RW) WALL PANEL (F1) IXP. ANCHOR (F1) EXP. ANCHOR I (C) COLUMN I I (C) COLUMN (1) PER CUP I I a€ ao ca (F1) EXP. ANCHOR (F2) (2) PER LOC. (FC) FLOOR CUP (F2) (4) PER LOC. I (Be) BASE CHANNEL x V.d (CUN)FOAM CLOSURE v (F2) (4) PER LOC.(Be) RASE CHANNEL F.F. F.F. F.F. F.F. F.F. F.F. d' e a as a ae" <. G .`-KV °a°,.. a a. 4.4 6d .,tl A e'. . a. e 4- a ® COLUMN FLOOR BASE CLIP O WALL EDGE BASE CHANNEL \ I J DOOR EDGE BASE ____ (PL) - 2964 PBR WALL PANEL RR - 2864 PBR ROOF PANEL RW - 26G4 PBR WALL PANEL BA) - B4316R 4 X 2 X 1664 ANCIE (5.9) - FLWR BASE ANGLE BTR} NC) - U42578R 4 if8 X 2 7/e X 1864 CHANNEL 9.9) - FLOOR BASE CHANNEL 806)- U6251eR 8 1/B X 2 7/8 X 116GA CHANNEL (17.9) - 6" RISE CHANNEL UJ 14 - D6 042168 4 X 2 X 1664 CEE (8.91 C62516R 8 % R i/2 X iBCA CEE - 4' COLUMN 6' COLUMN IC - H - (11.9) C4218R 4 X 2 % TSCA (8.9 - - DOOR NERD Q U - C43516R 4 % 3 1/2 % 16GA CE (11.9) - DOOR JAMB W = EC - U4251 SR 4 1/8 X 2 7/8 X 1864. GNANNEL (9.9) - EAVE CHANNEL U ES - E84378R+ 0 3 % 8 % 4 R 16GA $IRlB 13.9 / ( ) - EAVE 51RUf N - MANLIFAC1t2 - CUP - EXTERIOR WALL SHEETING G) - 04276R 4 % 2 X 16GA CEG C4 X GIRT - GIRT - LOW RIB HEAD AND JAMB TRIM 4 X 2 X IGGA.WON, ANGLE (�.8) E(( - DICE LDP ANGLE - ROOF SHEETING HR - C4216R (Bk) C42251 4 X Z % 11/2 - DOOR NFFD REINFORCEMENT MC JR - C12416R 12 X 2 i/2 X 1 (17.9) - JACK RATER - D(TERIOR TRIM DRILLER M) - 72 X 4 % 1864 CEE (20.9) CEE 0.9 - MULLION U MC)) AS MANUFACTURED AS - MINI CUP a P4) 5168 201/2 X Z42518R 2 7/2 X 4 % 2 1/2 X i6G4 Zff 9.9) - ROOF FURLN DCB} 14) ZM16R 2 1/2 X 6 X 2 1J2 % 1/fA ZEE 11.9) - ROOF PURLN � ) Z82518R 2 1/2 X B X 2 1/2 166GA ZEE 13.9) - ROOF PURLN PB - FAK BOX (ANGLE(X 5' PARMION ANGLE - INTERIOR TRIM lM RP+61)PA iRAKE IBCAS ANGLE RS) - E'64316R4/O 3 X 6 XX 4 SIRUF (13.9) - RIDGE MPUTT 100'-0" STEEL DIM. (10)10'-0 BAYS- - 91-0.1 –0"1 r r9l_o —I r` 91-011-1 –O-1 r r91-0. —I r— 91-01 r91-011-1 r —I r 91-01 (Be) 0(Be)0'-it 3 4 BC 0' -it 3 4 BC 0' -ii 3 4 BC 0' -ii 3 4 BC 0'-1} 3 4 BC 0' -ii 3 4 BC 0-11 3 4 BC 0-17 3 4 BC 0-71 3 4 3/4 ru (FC� (FC� (FC� 4 (FC� (FCJ (FCI (FC� (FC� (FC� $14 LW N V (FGJI (FGA (FCJ (FG3 (FGJq(FCJ(FCJI (FCJ (FCJ C-) m 2 I I I I I I I I JI 2 L0 (BC)20'-0 (BC)20'-0 (BC)20'-O (BC)20'-0 (BC)20'-O BLDG B 01/08/2020 PLN FLOOR PLAN SCALE 1/8"=1'-0" STEEL DIM. STEEL DIM. 1 STEEL DIM. 1 STEEL DIM. (C) COLUMN (RW) WALL PANEL SLAB DIM. SLAB DIM.------ (PL) PARTITION PANEL (RW) WALL PANEL (F1) IXP. ANCHOR (F1) EXP. ANCHOR I (C) COLUMN I I (C) COLUMN (1) PER CUP I I a€ ao ca (F1) EXP. ANCHOR (F2) (2) PER LOC. (FC) FLOOR CUP (F2) (4) PER LOC. I (Be) BASE CHANNEL x V.d (CUN)FOAM CLOSURE v (F2) (4) PER LOC.(Be) RASE CHANNEL F.F. F.F. F.F. F.F. F.F. F.F. d' e a as a ae" <. G .`-KV °a°,.. a a. 4.4 6d .,tl A e'. . a. e 4- a ® COLUMN FLOOR BASE CLIP O WALL EDGE BASE CHANNEL \ I J DOOR EDGE BASE ____ (PL) - 2964 PBR WALL PANEL RR - 2864 PBR ROOF PANEL RW - 26G4 PBR WALL PANEL NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS CVAL STORAGE Wyp g project- 433 AIRPORT ROAD 302 Jane Place, LowelhA REXBURG, IDAHO 83440 2TT7S 4MuEaw R 72745 �tomeT` D J BARNEY (877)770-5206 fax (800)356-2971 BLDG B www.centralstatesmfg.com draft -ink p.o. box 14988 eprla661.eld, ma. 68814-0886 417.848.OUS dra4't-La&@9bcBL0bal.a9t drawn date I 9nad date T'9P 12.37.19 sheet of BTR} - I' ROLL MASTIC CB) - INSIDE CORNER BOX F1 - CONIC. EXP. ANCHOR (SIZE BY CUSTOMER) - RASE TO SLAB CONNECTIONS FZ - 12 % 1 SD TEK PLTD - STRUCTURAL STEEL CONNECTIONS UN - C ) CL R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM F3 - 12 X 1 SO TEK PLTD - PARTITION SHEETING CLO - R PANEL OUTSIDE FOAM CLOSURE J.4 - DOOR JAMB TRIM F4 - 12 X 2 SO TEN PLTD - PARTITION ANGLE CONNECTIONS G - E ) GUTTER SEAL JC - DOOR JAMB CAP F5 - 12 % 1 1114 WASHER TIX PID - EXTERIOR WALL SHEETING IN) - R PANEL INSIDE CORNER TRIM - LOW RIB HEAD AND JAMB TRIM F6 - 12 X 1 1/4 WASHER IAC({PTD (PLTD) - ROOF SHEETING OU - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM - 12 % 1 1/4 WASHER TEXPZTD - D(TERIOR TRIM DRILLER !'-� CM)) - DOOR CORNER MUWON OC3 - LOW RIB OUTSIDE CORNER TRIM uJ FB - 14 % 7/8 WASHER TEK PTD FTD - EXTERIOR WALL PANEL UP DK) - DOWNSPOUT WITH KICK OUT DCB} - OUTSIDE CORNER BOX (=j F9 - 14 X 7/8 WASHER LA (PLTD) - ROOF PANEL LAP C] 0552} - DOVNSPOLTI STRAP PB - FAK BOX 1n F10 - 74 X 7/B WASHER TEN PIT) - INTERIOR TRIM lM W EF) - EAVE FLASHING =613' - PARRDON TOP TRIM 11 - 1/8 POP RIVET - EXTERIOR TRIM U FRC) - FORMED RIDGE CAP - RAKE TRIM END CAP 12 - 72 X 1 1/4 WASHER TEK FTO)) - INTERIOR WALL SHEETING T/O G - GUTTER END CAP - RAKE TRIM Z 13 - 72 X 1 1/4 WASHER lEK flDJ - INTERIOR TRIM DRIUER GES}) - GTTER HANGER STRAP CC - HALL COUNG CLOSURE H 14 - 14 X 7118 WASHER TEK(( )) 11,61 - INTERIOR WALL PANEL LAP m GU) - POST HUNG GUTTER SA - HALL TOP TRIM - 14 X 7/8 WASHER TEK(T&PLTD) - INTERIOR TRIM LAP HC 1HE - DOOR HEAD COVER - ROOF TIE IN TRIM - 1/8 POP RIVET - INTERIOR TRIM T- - DOOR HEAD TRIM - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM - BASE FLASHING - WAINSCOT TRANSITION TRIM NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS CVAL STORAGE Wyp g project- 433 AIRPORT ROAD 302 Jane Place, LowelhA REXBURG, IDAHO 83440 2TT7S 4MuEaw R 72745 �tomeT` D J BARNEY (877)770-5206 fax (800)356-2971 BLDG B www.centralstatesmfg.com draft -ink p.o. box 14988 eprla661.eld, ma. 68814-0886 417.848.OUS dra4't-La&@9bcBL0bal.a9t drawn date I 9nad date T'9P 12.37.19 sheet of d (PL) - 29GA PER %AL PANEL RR - 26GA FILER ROOF PANEL RW - 26GA. PER WALL PANEL I BA)) - B(316R 4 X 2 X IBCA ANGLE 5A) - FLOOR BASE ANGLE F2 - 12 X SD TEK PLTO eC} - U42518R 4 1/8 X 2 7/8 X 18 `A (9.9) - FLOOR BASE CHANNEL - PARTITION SHEETING Y'6) - =NEL L16251 EER8 i/8 X 2 7/8 X IBCA CHANNEL (11.9) - 6' BASE CHANNEL W C4 - OR C4216R 4 X 2 X 18GA DEE (8.9)- C62516R 6 % 2 1/2 18CA 4' COLUMN 6' COLUMN F6 - 12 X 1 1/4 WASHER ZAC PTD (PLTD) - - % (11.9) C4216R 4 X 2 X 16GA CAE (8.9) _ DOOR HEAD - EXTERIOR TRIM DRILLER - C43516R 4 % 7 i/2 % I6GA GEE (11.9) - DOOR J 18 w = EC- U42516R 4 1/8 X 2 7/8 X 180A. CHANNEL (9.9) - EAVE CHANNEL U ES - E643IS1+/O 3 X 6 X 4 X IBCA SIRUP ( ) 13. - EAVE STRUT 91-01119'-0" r FC - CRIRFD - FLOOR CUP _ G) - 8421St1SR 4 4 % 2 % 16GA CEE (8.9 G4 - GIRT DH 0'-11 3Z4 HA 8421St 4 X 2 X i6CA NIGLE HALL TOP ANGLE DH e'-11 3Z4 HR - C4216R 4 X 2 % 16GA CEE (BA) DOOR XFM REINFORCEMENT JR - 0122514( 12 X 2 1/2 X 14GA. CEE (17.9) - JACK R0.�7ER U M) - MC C12416R 12 X 4 X IBCA CEE (20.9) AS MANUFACTURED - MULLION - MIW CUP G - P4 Z4251OR 2 1/2 X 4 % 2 1/2 % i6GA ZEE (9.9) - ROOF PURUN E- FB -14) Z625 6R 2 1/2 X 6 % 2 1/2 % 14Gk ZEE (11.9) - RWF PURUN N PB - Z82518R 2 1/2 X 8 % 2 1/2 166CA ZEE (13.9) - ROOF RIRUN - (04) 8'-8 1 (C4) 8'-8 1/a (X - PARTOOK ANGLE 3 (C4) 8'-8 11,c7 c> LLJ GA NGLE6(5.9J� RAKE III - E46438R4/O 3 X 6 4A (13.9) - RIDGE STREET (PL) - 29GA PER %AL PANEL RR - 26GA FILER ROOF PANEL RW - 26GA. PER WALL PANEL I (G) 9'-/I1/2 (G) 9'-9 1/2 (G) 9'-9 1/2 (G) 9-9 1/Z (G) 9-9 1/Z (G) 9-9 1/2 (G) V-9 1/'L (G) 9-9 1/Z (G) 9-9 1/L (GJ 9}9 1/Z 6 5 5 6 --- STEEL DIM. (C) COLUMN D J W w 1-2 (RW) WALL PANEL (TCO) CORNER TRIM (RW) WALL PANEL G OUTSIDE CORNER F1 - NO. EXP. ANCHOR (SIZE BY CUSTOMER) - RASE TO STAB CONNECTIONS F2 - 12 X SD TEK PLTO 100'-0" STEEL DIM. F3 - 12 X 1 ED TEK PLTD 1 - PARTITION SHEETING - LOW RIB INSIDE CORNER TRIM F4 - 12 X 2 SD TEK FILM - PARTITION ANGLE CONNECTIONS J F5 - 12 X 1 1/4 WASHER TEK(P10} - EXTERIOR WALL SHEETING Z) F6 - 12 X 1 1/4 WASHER ZAC PTD (PLTD) (10)10'-0 BAYS F7 12 X 1 1/4 WASHER TEK PTD - EXTERIOR TRIM DRILLER = F8 - 14 X 7/8 WASHER tEK PTD - EXTERIOR WALL PANEL LAP U 9'-0_ 9'-0" 9'—D" 9'-0" I 9'-0" r r91 -011-1r91-0. I 91-01119'-0" r _ 9'-0" _ _ F13 - 12 % 1 1/4 WASHER TEK- —. DH '-1113/4 DH 8'-11 314 DH 0'-11 3Z4 DH 8'-11 3L4 DH 8'-11 3L4 DH 8'-11 3L4 DH e'-11 3Z4 DH 8°-99 3 4 DH 8'-11 3 4 DH 81-11 3/4 - PARTITION TOP TRIM U FERC) - FORMED RIDGE CAP - RAKE TRIM END CAP (n G - GUTTER END CAP - RARE TRIM GS - cx yI 3 C4) 8'-8 1/2(C4) 8'-8 1/7 - (C4) 8'-8 1/7 - (04) 8'-8 1/3 - (C4) 8'-8 1/7 - (C4) 8'-8 1 - (04) 8'-8 1 (C4) 8'-8 1/a - (G4) 8°-8 1,� - (G4) 8'-8 1 3 (C4) 8'-8 11,c7 c> LLJ - ROOF TIE IN TRIM III DOOR HEAD TRIM_]) II HS)))))) - HIGH SAVE TRIM fT) - BASE FLASHING uj ,� 4 III C4) e'-11 (C4) 8'-11 (C4) 8'-i I (C4) 8'-i II (C4) 8'-1 (C4) 8'-i I (04) 8'-1 I -1 I -i I 4� -1. O ee it it it U it U it U it U it (aJ it 4 i a p N (G) 9'-/I1/2 (G) 9'-9 1/2 (G) 9'-9 1/2 (G) 9-9 1/Z (G) 9-9 1/Z (G) 9-9 1/2 (G) V-9 1/'L (G) 9-9 1/Z (G) 9-9 1/L (GJ 9}9 1/Z 6 5 5 6 --- STEEL DIM. (C) COLUMN D J W w 1-2 (RW) WALL PANEL (TCO) CORNER TRIM (RW) WALL PANEL G OUTSIDE CORNER u (RW) WALL PANEL ITSTEEL DIM. I (F2) (4) PER LOC, ® I (G) GIRT (MC) MINI CLIP I I I I T(C) TYPICAL GIRT COLUMN 9 F1 - NO. EXP. ANCHOR (SIZE BY CUSTOMER) - RASE TO STAB CONNECTIONS F2 - 12 X SD TEK PLTO - STRUCTURAL STEEL CONNECTIONS CUN) - F3 - 12 X 1 ED TEK PLTD 1 - PARTITION SHEETING - LOW RIB INSIDE CORNER TRIM F4 - 12 X 2 SD TEK FILM - PARTITION ANGLE CONNECTIONS J F5 - 12 X 1 1/4 WASHER TEK(P10} - EXTERIOR WALL SHEETING Z) F6 - 12 X 1 1/4 WASHER ZAC PTD (PLTD) - ROOF SHEETING JC F7 12 X 1 1/4 WASHER TEK PTD - EXTERIOR TRIM DRILLER = F8 - 14 X 7/8 WASHER tEK PTD - EXTERIOR WALL PANEL LAP U F9 - 14 X 7/B WASHER NAC P@ (PLTD) - ROOF PANEL LAP Cn F10 - 14 % 7/e WASHER TEK PTD - INTERIOR TRIM LAP X F11 - 1 8 POP RIVET - EXTERIOR TRIM LLI F12 - 1 X 1 1/4 WASHER TEK PID - INTERIOR WALL SHEETING Z F13 - 12 % 1 1/4 WASHER TEK- INTERIOR TRIM DRILLER - OUTSIDE COINER BOX F14 - 14 X 7/8 WISHER TEK - INTERIOR WP11 PANEL TAP (�1 F15 - 14 % 7/e WASHER TEK PTD (PLTO) - INTERIOR TRIM LAP F16 - 1/8 POP RIVET - INTERIOR TRIM u (RW) WALL PANEL ITSTEEL DIM. I (F2) (4) PER LOC, ® I (G) GIRT (MC) MINI CLIP I I I I T(C) TYPICAL GIRT COLUMN 9 — (MC) MINI CUP (F2) (2) PER CUP (DH) DOOR HEADER (F7) (2) PER LOC. (MC) HEADER ANGLE (DJ) DOOR JAMB COILING DOOR BLDG B PN FRAMING PLAN SCALE 1/8"=1'-0" STEEL DIM. (C) COLUMN - (DJ) DOOR JAMS COILING DOOR J — W N _ _ (TCO) CORNER TRIM (TCM) CORNER MUWON (RW) WALL PANEL O DOOR JAMB NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS C NTRA4i, STORA06 Wo# project- 433 AIRPORT ROAD mf-SI`ragff5ystREXBURG, IDAHO 83440 Aa9 fflrrtMt3Yfa fftd . 302 Jane Place, Lowell, enec°aler AR 72745 D J BARNEY (877)770-5206 fax (800)356-2971 www.centralStOte3Mfg.COM BLDG B W0812020 draft -ink p.". Ooa 14568 epxBnaRic'.t, .1 e581"Baa 417.846.UP25 dragt-imk@sbcjpubal.net drawn Este BTR) - 1' ROLL MASTICCB) - INSIDE CORNER 80% of CUN) - R PANEL INSIDE FOAM CLOSURE K; - LOW RIB INSIDE CORNER TRIM CLOUT) - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM �) - GUM SEAL JC - DOOR JAMB CAP NOC - R PANEL INSIDE CORNER TRIM - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OU181DE CORNER TRIM M - DOOR MULLION COVER TRIM W CM - DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM DK) - DOWNSPOUT WITH KICK OUT B) - OUTSIDE COINER BOX n DSS2) - DOWNSPOUT STRAP PB- PEAK BOX - FAVE FLASHING - PARTITION TOP TRIM U FERC) - FORMED RIDGE CAP - RAKE TRIM END CAP (n G - GUTTER END CAP - RARE TRIM GS - GUTTER HANGER STRAP GGGxTLT)j�}) - HALL CEILING CLOSURE m W - POST HUNG GUTTER SA} - HALL TOP TRIM HC - DOOR HEAD COVER - ROOF TIE IN TRIM H - DOOR HEAD TRIM_]) - ROOF STEP TRANSITION HASHING HS)))))) - HIGH SAVE TRIM fT) - BASE FLASHING WW�O - WAINSCOT TRWSITION TRIM -------------- — (MC) MINI CUP (F2) (2) PER CUP (DH) DOOR HEADER (F7) (2) PER LOC. (MC) HEADER ANGLE (DJ) DOOR JAMB COILING DOOR BLDG B PN FRAMING PLAN SCALE 1/8"=1'-0" STEEL DIM. (C) COLUMN - (DJ) DOOR JAMS COILING DOOR J — W N _ _ (TCO) CORNER TRIM (TCM) CORNER MUWON (RW) WALL PANEL O DOOR JAMB NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS C NTRA4i, STORA06 Wo# project- 433 AIRPORT ROAD mf-SI`ragff5ystREXBURG, IDAHO 83440 Aa9 fflrrtMt3Yfa fftd . 302 Jane Place, Lowell, enec°aler AR 72745 D J BARNEY (877)770-5206 fax (800)356-2971 www.centralStOte3Mfg.COM BLDG B W0812020 draft -ink p.". Ooa 14568 epxBnaRic'.t, .1 e581"Baa 417.846.UP25 dragt-imk@sbcjpubal.net drawn Este I chkd Etta TYP 12.1219 sheet D-3 of P Ft - CONIC EXP. ANCHOR F2- 1 2 X 1 50 TEK PLTI FS - 12 X 1 50 lEK PLTI F4 - 12 X 2 SD lEK PLTI F5 - 12 x i i/4 WASHER FB - 12 X 1 1/4 WASHER W F7 - 12 X 1 1/4 WASHER F6 - 14 X 7/8 WISHER D U F9 - 14 X 7/8 WASHER L V) F10 - 14 X 7/6 WASHER D F11 - 1/8 POP RIVET ZF12 - 12 % 1 1/4 WASHER F13 - 12 % 1 1/4 WASHER W F14 - 14 % 7/8 WASHER D F15 - 14 % 7/8 WASHER TE F16 - 1/8 POP RIVET flfl�� MISR 4 X 2 X 16GA ANGLE ((5.9) - FLOOR BASE ANGLE 100'-0" 8C) - U12518R 4 i/8 X 2 7/8' % 180.1 CH "1 (9.9) - FLOOR BASE CHANNEL eC6)- t1825/8R 8 i/8 X 2 7/8 % 1834 CHNRNEL (11.9) - 6' 845E CHANNEL W J C4 - CB C4216R 4 % 2 % i6G4 CTI (BB 2 - 4' CMUMN 6' COLUMN - CH - C62518R 8 % 1/2 X 18'A C4218R 4 % 2 % IBCA CEE (8.9) - WOR HEAD W D1 - C93516R 4 % 3 7 2 X 1834 (4f (I7.8) - WOR AW9 S EC - U42516R 4 1/8 X 2 7/8 % IZ CHNItIEL (8.9) - EAVE CHWNEL U 13 - E81318R+/0 3 X 6 X 4 X 18GA STRUT (13.9) - FAYE STRUT V) R - AS MANUFACTURED - FLOOR CUP G) - 4 X 2 X 16GA AEE T8.9 - TILT -�1 84216R 842788 4 # 1 X tfiGA MIGLf FALL MR ANGLE - 04218R 4 % Z X 1831 CNE (88)) - DOOR HEAD REINFORCEMENT - C122514R 12 X 2 1/2 % 14GA GEE (17.9) - 3ADK RNTER H i C1241OR 12 X 4 X 1664. GEE (20.9) - MUWON U ) AS MANUFACTURE - MUR1 CUP Z) ) 2425188 2 1/2 X 4 % 2 1/2 X 1664 2FE (9.9} - RWF PURUN 14-14) ZM16R 2 1/2 X 6 X 2 1/2 X 141A ZEE (11.9) - ROOF PURUN (n ZM16R 2 1/2 X 8 X 2 1/2 X 18GA ZEE (13.9) - ROOF PURUN PA - 64218R 4 X 2 X i6CA PNGLE (5.9) - PARTITION ANGLE RA - B421 OR 4 X 2 % 1631 = 5.9 - RAKE ARGUE R8 - E6431BR-/0 3 X 6 X 4 X 16GA SIRUr (13.9) - RIDGE STRUT Ft - CONIC EXP. ANCHOR F2- 1 2 X 1 50 TEK PLTI FS - 12 X 1 50 lEK PLTI F4 - 12 X 2 SD lEK PLTI F5 - 12 x i i/4 WASHER FB - 12 X 1 1/4 WASHER W F7 - 12 X 1 1/4 WASHER F6 - 14 X 7/8 WISHER D U F9 - 14 X 7/8 WASHER L V) F10 - 14 X 7/6 WASHER D F11 - 1/8 POP RIVET ZF12 - 12 % 1 1/4 WASHER F13 - 12 % 1 1/4 WASHER W F14 - 14 % 7/8 WASHER D F15 - 14 % 7/8 WASHER TE F16 - 1/8 POP RIVET ---- 100'-0" STEEL DIM. (10)10'-0 BAYS 2 PANEL LAP - INTERIOR TRIM LAP 2 2 907 9070 9070 9070 9070 9070 9070 9070 9070 9 70 3 v n a a a a a TRIM _ m ®� m v D- o N u u N N u (T w N w u N u N w N u J Li 4 N N N N N N 1 N I N I- N O 4 0 o a J;' iz 4in a � D - 2 y N N N N N O m 6 5 5 6 BLDG B PLN PARTITION PLAN SCALE 1/8"=1'-0" ++— STEEL DIM. STEEL DIM. STEEL DIM.—�- STEEL DIM.- - I (PA) ANGLE (PL) PARTITION PANEL -- (PL) PAROTION PANEL COIUNG DOOR COILING DOOR o (PA) ANGLE (M) DOOR MULLIIFON o J� J W W W (C) COLUMN N �. 0 �� (DAC) MULLION COVER J (RVI) WALL PANEL wS 5 LL PARTiTI01d � DOOR MULLION WOV2(720 ((PL - 29GAPBR WALL PANEL (RR _ 26GA PBR ROOF PANEL (( 2634. PBR WALL PANEL BY CUSTOMER) - BASE TO STAB CONNECTIONS -STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS ?D - EXTERIOR WAIL SHEETING ND (PLTD) - ROOF SHEETING TO - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL IAP (PLM) - ROOF PANEL IAP - INTERIOR 18TH IAP - EXTERIOR TRIM 7D) - INTERIOR WALL SHEETING )7)D - INTERIOR TRIM ORIUER - INTERIOR WALL )(PLTDj PANEL LAP - INTERIOR TRIM LAP H02) - 1' ROLL MASTIC B) - INSIDE CORNER BOX CWN) - R PANEL INSIDE FOAM CLOSURE K: - LOW RIB INSIDE CORNER 18TH LO - PANEL FOAM CLOSURE JA - DOOR JAMB TRIM CLOUT,R OUTSIDE GEOf L) - GUM SEAL JC - DOOR ,L<MB CM IN) - R PANEL INSIDE CORNER TRIM - LOW RIB HEAD AND JAMB TRIM OD - R PANEL OUTSIDE CORNER TRIM MC - DOOR MULLION COVER TRIM W CM - DOOR CORNER MUWON OC - LOW RIB 018510E CORNER 78TH DK - DOWNSPOUT WITH KICK OUT ) - OUTSIDE CORNER BOX SS2) - DOWNSPOUT STRAP PB - PEAK BOX � - EAVE FLASHING - PARTRION TOP TRIM U FRC} - FORMED RIDGE CAP - RAKE TRIM END COP GUTTER END CAP - RAKE TRIM - GUTTER HANGER STRAP CC - HALL CLUNG CLOSURE g - POST HUNG GUTTER � - HALL TOP TRIM - 0008 HEAD COVER TI - RAF TIE IN TRIM - DOOR HEAD TRIM - ROOF STEP TRAN5100N FLASHING IHIS - HIGH SAYE TRIM - BASE FLASHING - WAINSCOT TRANSITION PANEL LAP - INTERIOR TRIM LAP - INTERIOR 78TH NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS 9a,..xa Wotrc5 PEos® 433 AIRPORT ROAD 5eL€'sTmRge5�5a,5 REXBURG, IDAHO 83440 A9d�ffiSMbM W GnBt07ner-D J BARNEY 302 Jane Place, Lowell, AR 72745 (877)770-5206 fax (800)356-2971 BLDG TRIM B www.centraistatesmfg.com ft®1 P .o. 4ox 24000 P=1x8IIa1 e d, mo. 00814-0008 417.840.0226 draSeri�@abc81.o1,e1.Ile8 drawn gate eLkd dato TVP 1zna9 sheet of ep BA= - 8C) - B4318R 4 % 2 % 16GA. ANGLE (5.9) U42516R 4 X 2 7/8 X 16GA. CHANNEi 9.9) 806 - 7 1j8 U62516RR 6 1 8% 2 7 8 X 16Gk CHANNEL 11.9 l / ( ) W 04 - C4215R 4 % 2 X 16GA. CE (8.9) C8 _ C82518R , % 2 1/7 X I A. CE (11.9) flFl - C4216R 4 % 2 X TWA. CEE (8.9) €9J C43516R 4 % 3 1/2 % 181+0. GEE (11.9) €C - U425166R 4 1/8 % 2 7/8 X 16GA. CHANNEL (9.9) ij ESE6434611+/O 3 X 6 X 4 X 16GA. S'T'RUT (13-9) r/} FC - AS MANUFAJ ttPRE4 G) - J HA 04216R 4 X 2 X 16GA. CEE 6.9 B421 6R 4 X 2 X 1560. AN (,9) - 44R - C4216R 4 X 2 X 18CA CET: (8.9) JR - C122514R 12 X 2 1/2 X 14GA. CEE (17.9) -1 _) 4 Gla 18R 12 X 4 % 1600. GEE (20.9) A1C AS MANUFAMRM P4 Z42516R 2 1/2 % 4 % 2 1j2 % 16GA ZEE(9.9) , P8-14) 762518R 2 1/2 X 8 X 2 9j2 14L1A ZEE 11.98Z82516R "216GA. (P6-1420'-8 (P6-14)20'-8 2 1/2 X 8 X 2 ZEE 13.9; �5'191 PA - B42i8R 4 X 2 x 1660. ANGLEB421.nE843186R-/O - EXTERIOR TRIM DRILLER J D- 3 X E X 4Ai4GLF T (13.9) - FLOOR T'.ASE ANGLE - FLOOR BASE CHANNEL - 6° WE CHANNEL - 4" COLUMN -6' COLUMN - DOOR HEAD - DOOR JAMS - EWE CHANNEL EA.4E STRUT FLOOR CUP - GIRT HALL TOP ANGLE - DOOR iIE,AD REINFORCEMENT - JACK RAFTER - MULLION MINI CUP ROOF PURUN ROOF PURUN ROOF PURUN PA1 TDON ANGLE RAKE ANGLE - RIDGE STRUIr o D- m emit.. -, FI - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) 1z SD TEK �PITTD P) F3 - f2 X i SD TEK F4 - 12 X 2 SO TEK PLTD J F5 --- 12 X 1 1/4 WASHER TEK PTD 0 F6 - i2 % 1 1/4 WASHER TAC PID (PLTD) imLii F7 - 12 X 1 1/4 WASHER TEK PTD F8 14 X 7/8 WASHER TEK((PTD)) raj F9 - 14 X 7/8 WASHER TAC{PTD)(PLTD) Cn Fid? -- 14 X 7/8 WASHER TEK PTD 0::F11 -• 1/8 POP RIVET Ld F12 v 12 X 1 1/4 WASHER TEK PITT Z F13 - 12 X 1 1/4 WASHER TEK PTD Lv F114 - 14 X 7/8 WASHER TEK PTD CnF15 - 14 X 7/8 WASHER TEK PTD (PLTD) L< F16 - 1/8 POP RIVET (RA) RAKE ANGLE (TRT) RAKE TRIM 7 (F2)(2) PER LOC (F7) 0 12" O.C. (CLOUT) CLOSURE. -STEEL DIM, (F7) 0 12" O.C. (RR) ROOF PANEL (P6) PURLIN (RW) WALL PANEL (F2) (6) PER LOC. (C) COLUMN - BASE TO SLAB CONNECTIONS _-1 OO° -0'" STEEL DIM. --_-_ 1" ROLL MASTIC TICB) (EM)20'-O (EM)20'--O - STRUCTURAL STEEL CONNECTIONS (EM)20'-0 (EM)20'-O (EM)20'-0 R PANEL INSIDE FOAM CLOSURE IC LOW RIB INSIDE CORNER TRIM - PARTITION SHEETING CLOUT)- R PANEL OUTSIDE FOAM CLOSURE JA � - DOOR JAMB TRIM - PARTITION ANGLE CONNECTIONS GEOCEL) - GUTTER SEAL (P6 -!J20' -B, (P8-1 20'-8 (P6-1 )20'-B ! - EXTERIOR WALL SHEETING IN) -- R PANEL INSIDE CORNER TRIM Jii) I W (P6-1020'-$ (P6-1020`-8 (P6-1420'-8 (P6-14)20'-8 (P8-120'-8 M.C) - DOOR MUU.JON CMR TRIM - EXTERIOR TRIM DRILLER J D- OOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM- EXTERIOR WALL PANEL LAP I OK - emit.. -, FI - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) 1z SD TEK �PITTD P) F3 - f2 X i SD TEK F4 - 12 X 2 SO TEK PLTD J F5 --- 12 X 1 1/4 WASHER TEK PTD 0 F6 - i2 % 1 1/4 WASHER TAC PID (PLTD) imLii F7 - 12 X 1 1/4 WASHER TEK PTD F8 14 X 7/8 WASHER TEK((PTD)) raj F9 - 14 X 7/8 WASHER TAC{PTD)(PLTD) Cn Fid? -- 14 X 7/8 WASHER TEK PTD 0::F11 -• 1/8 POP RIVET Ld F12 v 12 X 1 1/4 WASHER TEK PITT Z F13 - 12 X 1 1/4 WASHER TEK PTD Lv F114 - 14 X 7/8 WASHER TEK PTD CnF15 - 14 X 7/8 WASHER TEK PTD (PLTD) L< F16 - 1/8 POP RIVET (RA) RAKE ANGLE (TRT) RAKE TRIM 7 (F2)(2) PER LOC (F7) 0 12" O.C. (CLOUT) CLOSURE. -STEEL DIM, (F7) 0 12" O.C. (RR) ROOF PANEL (P6) PURLIN (RW) WALL PANEL (F2) (6) PER LOC. (C) COLUMN - BASE TO SLAB CONNECTIONS BTR) - 1" ROLL MASTIC TICB) - INSIDE CORNER BOX - STRUCTURAL STEEL CONNECTIONS CLIN) - R PANEL INSIDE FOAM CLOSURE IC LOW RIB INSIDE CORNER TRIM - PARTITION SHEETING CLOUT)- R PANEL OUTSIDE FOAM CLOSURE JA � - DOOR JAMB TRIM - PARTITION ANGLE CONNECTIONS GEOCEL) - GUTTER SEAL Je) - DOOR JAMB CAP - EXTERIOR WALL SHEETING IN) -- R PANEL INSIDE CORNER TRIM Jii) - LOW RIB HED AND JAMB TRIM - ROOF SHEETING OU- R PANEL OUTSIDE CORNER TRIM M.C) - DOOR MUU.JON CMR TRIM - EXTERIOR TRIM DRILLER J CTA - OOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM- EXTERIOR WALL PANEL LAP OK - DOWNSPOUT WITH KICK OUT T B) - OUTSIDE CORNER BOX - ROOF PANEL LAP C� DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX - INTERIOR TRIM LAP Ui EF) - EAVE FLASHING - PARTITION TOP TRIM - EXTERIOR TRIM FRC) - FORMED RIDGE CAP RC RAKE TRIM END CAP - INTERIOR WALL SHEETING CnGE - GUTTER END CAP - RAKE TRIM - INTERIOR TRIM DRILLER GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE - INM:OR WALL PANEL LAP m GU - POST HUNG GUTTER SA - HALL TOP TRIM TRIM LAP HC - DOOR ROOF TtE IN TRIM - INTERIOR TRIM HEAD STEP TRANSITION FLASHING HE - A TTRIIMRIM ROR H E r - RROOF ASE WAINSCOT TRANSITION TRIM Ti 4"1 F (F7) AT 3'-0" D.C. I (IGS) AT 3'-0" O.C. I (F7) AT 3'-0" O.C. ! I (TGU) CUTTER (RW) WALL PANEL (TDK) DOWNSPOUT BLDG KOOK SCALE 1/8 1'-0" STEEL DIM. r- (CLJN) CLOSURE III I Q2 LOW EAVE WITH CUTTER MASITC AT TOP do BTM OF CLOSURE (RR) ROOF PANEL (EC) EAVE CHAN. (F2) (4) PER LOC. -(C) COLUMN N -STEEL - STEEL QiM. �-- ---�-I (CLOUT) CLOSURE: I I (BTR) CONT. MASN\\ ! TOP & BTM OF FO CLOSU(RR) ROOF PANEL (EC) SAVE CKAN. (F2) (4) PER LOC. (C) COLUMN NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS CF-11141MAL ST*FtA0E W01UM project- 433 AIRPORT ROAD �.t REXBURG, IDAHO 83440 customer- - D J BARNEY 302 Jane Place, Lowell, AR 72143 BLDG {877770--5206 fax (800)356-2971 L_) www.centralstcatesmfg.com 1100202 (F7) AT 12" D.C. (TITS) EAVE TRIM (F7) AT 12" O.C, (CLOUT) CLOSURE I (RW) WALL PANEL HIGH EAVE 14.1 alf-TO-0-ink p.o. 1tox. 148®® spriagfia d, me. 88814-CE188 417.848.0825 c1raft-inkC,Dsbcgkobamat drawn date chkd. date 12.17. 19 sheet of 1-1 im -• 643168 4 X 2 X 16" AN° € E (5.91 eC - BOB) -- U42516R 4 1/6 X 2 7/6 X 16GA. CHANNEL 9) 062516R 6 1/6 X 2 7/5 X 16Gk CHANNEL `9. 11.9) LLI C4 - C42111R 4 X 2 X 166x5. OFF (6.9) C6 - C52516R 6 X 2 1/2 X 16GA. CEE (11.9) DH - C421tR 4 X 2 X 16CA. CEE (6.9) o W DJ - C43516R 4 X 3 1/2 X 16GA. CEE (11.3) = EC - R 4 1 7 6 X 1 HANK 9.9 U42a16 /6 X 2 / 6GA CHANNEL ( ) CSS - EB4316R+/O 3 X 6 X 4 X 16GA. STRUT (13.9) �y FC - AS MANUFACTURED G) _ C4216R 4 X 2 X 16GA. CEE (8.9) HA - &1216R 4 X 2 X 16GA. ANGLE (5.9) HR C4216R 4 X 2 X IOTA GEE (6.9) JR) - C122514R 12 X 2 1/2 X 14GA. CEE (17.9) M) - C12416R 12 X 4 X 16G4 CFE (20.9) C_? MG AS MANUFACTURED ,Z> P4 Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE (9.9) of P6-14) Z62518R 2 1/2 X 6 X 2 1/2 X 14GA ZEE {11.9) 98 - Z82516R 2 1/2 X 8 X 2 1/2 X i6GA ZEE 13.9 PA - B421 61? 4 X 2 X 16GA, ANGLE 5.9 RA - B4216R 4 X 2 X 16a ANGLE 5.91 RS E6431GR-/O 3 X 6 X 4 X 16CA. STRUT (13.9) -- FLOOR BNSE ANGLE - FLOOR BASE CHANNEL - 6" BASE CHANNEL - e COLUMN 6` COLUMN - DOOR HEAD DOOR JAMB EAVE CHANNEL - EAVE STRUT FLOOR CLIP ERT - HALT TOP ANGI F DOOR HEAD REINFORCEMENT JACK RAFTER _ MULLION MINI CUP - ROOF PURLIN ROOF PURLIN - ROOF PURLIN - PARTITION ANGLE RAKE ANGLE - RIDGE S1RUr Ft) - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) 172) - 12 X 1 SD TE' �PLTD PLTD3 F3 - 12 X 1 SD TEK LLJ 174 - 12 X I SQ TEK F5 --12 X 1 1/4 WASHER TEK((PTD)) Z3 " - 12 k 1 1/4 WASHER ZAC{PTD) (PUTT) 177 - 12 X 1 1/4 WASHER TEK PTD 2 rO- 14 X 7/8 HER TEK ((PTD} f9 - 14 X 7/8 WASHER ZAC(PTD)(PLTD) U) F1 0) - 147/8 7/8 WASHER TEK PTD Cr N, - 1/8 POP RIVET 1712 - 12 X 1 1/4 WASHER TEK PTD Z FI3 - 12 X 1 1/4 WASHER TEK(PTD) W F14 - 14 X 7/8 WASHER TEK(PTD) Cn F15 - 14 X 7/8 WASHER TEK(PTD)(PLTD) 1F1 6 - 1/8 POP RIVET (179) 18" O.C. CONT. MASTIC @ PANEL LAP ®' R -PANEL ROOF (RR) EAVE AND RIDGE FASTENING (FO) 18" O.C. CONT. MASTIC @ PANEL LAP-� R -PANEL ROOF (RR) PURLIN FASTENING _ R -PANEL WALL SAVE AND BASE FASTENING (RW) - (F10) 24" O.C. MAX R -PANEL WALL GIRT AND DOOR HEAD FASTENING (RW) (1710) 24" O.C. MAX 3' COVERAGE (F6)--(6) PER EAVE/RIDGE PER SHEET 3' COVERAGE (F6)-(3) PER PURLIN 12" 12" 12" PER SHEET 12" 12" 12" (F7)-(3) 3' COVERAGE PER GIRT PER SHEET 12" 12" 12" (F7)--(3) 3' COVERAGE PER GIRT PER SHEET i STEEL DIM. STEEL DIM, - 8" (A) LAP F_ I (RR) 'R' ROOF PANEL I (P6) PURLIN (F2) (9) PER LOC. -- --TOS (C) COLUMN (P6) PURLIN i -STEEL DIM. ------�- STEEL DIM. -- i I (RR) 'R' ROOF PANEL I (F2) (9) PER LOC. (P6) PURLIN (P6) PURLIN P�JR,�Ii� �PI<I� SECTION - BASE TO SLAB CONNECTIONS BTR) - 1' ROLL MASK CB) - ]INSIDE CORNER BOX - STRUCTURAL STEEL CONNECTIONS OLIN) R PANEL INSIDE FOAM CLOSURE iC - LOW RIB INSIDE CORNER TRIM - PARTITION SHEETING CLOUT) - R PANEL OUTSIDE FOAM CLOSURE - DOUR JAMB TRIM PARTITION ANGLE CONNECTIONS GEOCEL) GUTTER SEAL JC ORJAMB CAP - EXTERIOR WALL SHEET1NG _ IN) R PANEL INSIDE CORNETT TRIM JT _ LOW RIB HEAD AND JAMB TRIM - ROOF SHEETING OU) - I PANEI OUTSIDE CORNER TRIM MC) - DOOR MULLION COVER TRIM - EXTERIOR TRIM DRILLER � CM _ flOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM - EXTERIOR WALL PANEL LAP DK - DOWNSPOUT WITH KICK OUT TOCB) - OUTSIDE CORNER BOX - ROOF PANEL IAP DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX - INTERIOR TRIM LAP Li..f EF) - EAVE FLASHING PT - PARTTIOR TOP TRIM - EXTERIOR TRIM FRC) - FORMED RIDGE CAP R- - HAKE TRIM END CAP - INTERIOR WALL SHEETING GE - GUTTER END CAP RT - RAKE TRIM - INTERIOR TRIM DRILLER GS - GUTTER HANGER STRAP CC - HALL. CEILING CLOSURE - INTERIOR WALL PANEL LAP GU - POST HUNG GUTTER SA HALT. TOP TRIM - INTERIOR TRIM LAp CC - DOOR HEATS COVER TI) - ROOF TIE IN TRIM - INTERIOR TPJM I 1E- DOOR HEAD TRIM TR) - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING WT WAINSCOT TRANSITION TRIM (C) COLUMN co W a K) E PANEL -LOC PARTITION SHEET FASTENING -STEEL DIM.-�-- STEEL DIM.- (RR) IM.--- (RR) °R' ROOF PANEL I I TOS II® SII II II 4 11e oil (P6) PURLIN 1 (F2) (6) PER LOC. (C) COLUMN I I PURLIN SIDE I CEJ- STIOMME WORKS project- xA f -'Stora 9 i} 5yS1em 302 Jane Place, Lowell, AIR 72745 customer - (877)770 -5206 fax (800)356-2971 www.centralstatesmfg.com V0812020 Sfi:'EL DIM.-�-- STEEL DIM. - (F2) (6) PER LAC. (P6) PURLIN NEW SELF STORAGE BUILDING PROJECT FOR: SELF STORAGE PLUS 433 AIRPORT ROAD REXBURG, IDAHO 83440 D J BARNEY (RR) 'R' ROOF PANE1_ I I (C) COLUMN 1 f URLJN SECT;IQN draft-31nk �I p.J. ba x 141388 5griar4&ie1dA, mo- 95914 -OBER 417.£4,9.upaS Brun @ubcgldibi mat drawn date ehkd date TVP 12.17.19 sheet of I