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PLANS SITE AND FOUDNATION - 16-00554 - 433 Airport Rd - Barney Storage - Bldg 3
Viscinity Ma NOT TO SCALE L z O (./7 D INFILTRATOR NOTE: 1. Mlnimum 24" overdig around infiltrator and fill with washed rock for deptch of perferated sections., 2. Cover washed rock with roadfabric type barrier to prevent silting of gravel. -FP UTILITY ANCHOR (3) REO'D IN 78" DIA LID UTILITY ANCHOR (1) REQ'D IN 53" DIA, LID INSPECTION PORT 6'(160mm) "B" DIA o �IA "C" WEIGHT 53" (1345mm) 5; 765H (340kg) LL 8"(150mm) i 2,445#(1,110kg) s. o 'et len O t Ifs �--1 Ill ;. Ipf it l l E4Ii I' M z m � ° � J I u Y _ 0 U 'orot Fair rn r..l I � � I RFk6n: I „IfhIon , Viscinity Ma NOT TO SCALE L z O (./7 D INFILTRATOR NOTE: 1. Mlnimum 24" overdig around infiltrator and fill with washed rock for deptch of perferated sections., 2. Cover washed rock with roadfabric type barrier to prevent silting of gravel. -FP UTILITY ANCHOR (3) REO'D IN 78" DIA LID UTILITY ANCHOR (1) REQ'D IN 53" DIA, LID INSPECTION PORT 6'(160mm) "B" DIA o r'" PERFORATIONS ( 1 112" DIA. ON 1'-0" CENTER) `- 5" (130mm) DIA KNOCKOUT "A" DIA WEIGHT 46" (1220mm) 1.445# (655kg) 72"(1830mm) 2,125#(966kg) NOTES: 1. PERFORATIONS ARE 1 112" (40mm) IN DIAMETER. 2. PERFORATIONS ARE SPACED AT APPROX. 12" (305mm) IN BOTH DIRECTIONS, 3. NORMAL HEIGHT IS 6'-0" (1830mm), (2 SECTIONS). 4. METRIC EQUIVALENTS (SHOWN IN PARENTHESIS) ARE ROUNDED TO NEAREST Smm OR 5kg. Manholes 48" & 72" Seepage Pit & Lid C) Oldcastle Precast FILE NAME: 230TBMH01 Stack Assembly 2240 S. Yellowstone Hwy, Idaho Foils, Idaho 83402 ISSUE DATE: 112011 ISO View Phone: 208-522-6150 Fox: 208-522-9701 www•oldeastleprocast.com Copyright(b 2011 CONE OPTIONS — IT ECCENTRIC CONE) (2' CONCENTRIC CONE) RING & COVER—J TYPE AS RECD GRADERINGS RISER— RISER BASE— INVERT ASE— INVERT BASE NOTES: 1. MANHOLE SECTIONS ARE DESIGNED TO MEET ASTM C478. 2. OPENINGS MAY BE SIZED AND LOCATED AS REQUIRED. e Manholes Cill Oldcastle Precast FILE NAME 2301 2240 S. Yellowstone Hwy, Idoho Falls, Idaho 83402 ISSUE DATE: 1/2DII Phone: 208-522-6150 Fax. 20B-522-9701 www,oldeastlepreeast o FLAT LID OPTIONS (24" DIA. ACCESS OFFSET) (24" DIA ACCESS CENTERED) 8" MANHOLE - ISOMETRIC VIEW N BASE, RISER, LID 8 CONE FOR VISUAL CLARIFICATION) COMBINATIONS ARE AVAILABLE TO BETTER RALL STACK HEIGHT. AW DETAIL "J" 48" Dia. Manhole Stack Assembly ISO View Copyright@ 2011 I Block Wall j PHASE 1 I I Existing Building I Building' I I PHASE 2 CD CD r- tui _ I Existing Manhole � �� J 'r I Fire Hvdran� Existing Drainage � '�= — -_'� � it r Access Gate & E, 353' 80' 2 ' 40' 20' 20' S Sidewalk Strip S'.2%% 3...2% a., 21 ~ ..1.2% Infiltrator For Drainage (SEE DETAILS) e gW % Existing m Access Road N b ilk z m O Q j l� — — m 1 — w N r Block Wall Infiltrator For Drainage h w w (SEE DETAILS) M d� SITE PLAN SCALE: 1" = 30' 165' 40' 95' o 3 �IA "C" WEIGHT 53" (1345mm) 4"(130 765H (340kg) 78"(1980mm) 8"(150mm) i 2,445#(1,110kg) r'" PERFORATIONS ( 1 112" DIA. ON 1'-0" CENTER) `- 5" (130mm) DIA KNOCKOUT "A" DIA WEIGHT 46" (1220mm) 1.445# (655kg) 72"(1830mm) 2,125#(966kg) NOTES: 1. PERFORATIONS ARE 1 112" (40mm) IN DIAMETER. 2. PERFORATIONS ARE SPACED AT APPROX. 12" (305mm) IN BOTH DIRECTIONS, 3. NORMAL HEIGHT IS 6'-0" (1830mm), (2 SECTIONS). 4. METRIC EQUIVALENTS (SHOWN IN PARENTHESIS) ARE ROUNDED TO NEAREST Smm OR 5kg. Manholes 48" & 72" Seepage Pit & Lid C) Oldcastle Precast FILE NAME: 230TBMH01 Stack Assembly 2240 S. Yellowstone Hwy, Idaho Foils, Idaho 83402 ISSUE DATE: 112011 ISO View Phone: 208-522-6150 Fox: 208-522-9701 www•oldeastleprocast.com Copyright(b 2011 CONE OPTIONS — IT ECCENTRIC CONE) (2' CONCENTRIC CONE) RING & COVER—J TYPE AS RECD GRADERINGS RISER— RISER BASE— INVERT ASE— INVERT BASE NOTES: 1. MANHOLE SECTIONS ARE DESIGNED TO MEET ASTM C478. 2. OPENINGS MAY BE SIZED AND LOCATED AS REQUIRED. e Manholes Cill Oldcastle Precast FILE NAME 2301 2240 S. Yellowstone Hwy, Idoho Falls, Idaho 83402 ISSUE DATE: 1/2DII Phone: 208-522-6150 Fax. 20B-522-9701 www,oldeastlepreeast o FLAT LID OPTIONS (24" DIA. ACCESS OFFSET) (24" DIA ACCESS CENTERED) 8" MANHOLE - ISOMETRIC VIEW N BASE, RISER, LID 8 CONE FOR VISUAL CLARIFICATION) COMBINATIONS ARE AVAILABLE TO BETTER RALL STACK HEIGHT. AW DETAIL "J" 48" Dia. Manhole Stack Assembly ISO View Copyright@ 2011 I Block Wall j PHASE 1 I I Existing Building I Building' I I PHASE 2 CD CD r- tui _ I Existing Manhole � �� J 'r I Fire Hvdran� Existing Drainage � '�= — -_'� � it r Access Gate & E, 353' 80' 2 ' 40' 20' 20' S Sidewalk Strip S'.2%% 3...2% a., 21 ~ ..1.2% Infiltrator For Drainage (SEE DETAILS) e gW % Existing m Access Road N b ilk z m O Q j l� — — m 1 — w N r Block Wall Infiltrator For Drainage h w w (SEE DETAILS) M d� SITE PLAN SCALE: 1" = 30' 165' 40' 95' o 3 j E s. o 'et len O Ifs M z m � ° � J QQ Y _ 0 U j an L LU z O En LU w> S-301 SHEET 1 0 E s. o 'et len O wz� � ° 3 an L LU z O En LU w> S-301 SHEET 1 0 100'-3" 100' 1 1 1/2" 100'1 1/2"Al O � N N F1 91/2"x11/2" Depression (SEE DETAIL) 00O r------------.1.4,-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N }Z W — — — — — — — — — — — — — — — — — — — — — — — — — — — — ; 0)Z co m M W I I i Q Y O O I I 100,_3„ I o U a 0- 1 1/2"A 112" 11/2"x11/2" Depression (SEE DETAIL) 11/2"x11/2" Depression (SEE DETAIL) I ; ; I I Foundation Note: SCHEDULE: �%STER SGV F1 -16"x16" Continuous Monoslab Footing w/(2) #4 Bar Cont. 1. Monoslab Pour with incorporated footings I , F2 -16"x16" Continuous Monoslab Footing w/2) #4 Bar Cont. 2. See Footing Schedule for Footing size and rebar placement I ix 70 F3 -12"x4" Slab Footing w/(2) #4 Bar Cont. 3. All wall anchors as specified in steel design plans by Universal Steel I I 11 73 ' I F4 - F33 - UNUSED Buildings. No "Wet Set" anchors r o „ 4. 4" foundation slab over compacted fill w/ 6 mil. vapor barrier & OF VD O control joints @ all interior partitions I®,y0 5. 6x6W1.4/1.4 Wire Mesh centered in slab depth @ entire slab I �� I I 6. See Universal Steel Buildings Design Plans for Wall attachment to foundation 28'-31/2" 7. 4000 PSI Minimum Compressive Strength in Slabs & Footings (NO w I F28.All SPECIAL INSPECTION REQUIRED) "F3" Footings depth Rebar reinforcement F2 are slab w/ I DESIGN CRITERIA: ` w (`�,�/) I I GOVERNING CODE: 20121&�f/$c GOVERNING BODY: MADISON COUNTY, IDAHO 0 LOCAL SNOW LOAD: 35 LBS CIO� (n I I ; WIND SPEED LOADING: 90 MPH I I FROST DEPTH: 36 INCHES w I I x w 11._4.. 97'_7" 1'41 I I I I I I I I i � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I i 1 i >, O U I I 0 OC I I F21 F2 coM ,M MC? b Co C? co19' ro co co A I $0 O N I I I I I F3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 1' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — l 1 I I i ' I I I i I I I I 1 I I I I I I I I I I F2 F2 ; I I I I 28'-31/2" I I I ; Z I i Z O I I I I O a ❑ U I Z M U LLJ O � I I LL I I W I 91/2"x11/2" Depression (SEE DETAIL) I ; I— Z O I H I i I W i W I i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I _ _-_.1,_4,- _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ __ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ ____ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ ____ _ _ _ _ ______-------------------------------------------------------------------------------------------------------------------------------------------------------------------- F1 100' 1 1/2" PLAN 5-302 1 1/2" 100' &12�r�TION SHEET,2 100'-3° I 1 1/2 2p �Approximo+c C7rodel Ido'xiG" Footer Incorporo+ed into slob (SEE 1:PN PLAN) 4" Orovel Bed over Gompocted I:Ill COL CO SLAB DIM. STEEL DIM. 1 1/2 9 112 N I� I) W !I 4 a 0 d d d d 0 a. d �O.1 d WWF Gen+erect in slob (ENTIRE SLAE?0 DOOR EDGE SLAB NOTCH 9 1/2" X 1 1/2" NOTCH 1 1/2" (BC) BASE CHANNEL (F1) EXP. ANCHOR (2) PER (BC) I(011xiG` l=ooter Incorporoted into Slab (SEE FDN PLAN) COL SLAB DIM. STEEL DIM. (M) MULLION N W \ Q W A. a a d a9 1/�" a G O a d d d a d DOOR EDGE BASE D2 WALL E 1 1 12' STEEL (C) COLUMN - (F2) # 12 X 1 " SD - (2) PER COLUMN F. (FC) FLOOR CLIP- WWF LIP- WWF Gen+erect in D slab (ENTIRE SLAB) D D ANGNoR (2) #4 Bars (SEE FDN PLN) COLUM 0 0 QEsA1L_LIQ-T-E. I. All details obtained from Universal Steel Buildings Plan Sheet 5 2. Universc+l Steel Buildings retains all de9in9 rights to these details 3. structural notes added dor clarification o -F Foundation Plan and Connection 4. 41' cic+riAcation is needed, contact South Fork Design Group a m Se (MC) MULLION z U d COVER z�- 0 0 N W= d W 0 w (F2) #12 X 1" SD _ (4) PER COLUMN 0 0 0 (BC) BASE CHANNEL (F1) EXP. ANCHOR (2) PER (BC) I(011xiG` l=ooter Incorporoted into Slab (SEE FDN PLAN) COL SLAB DIM. STEEL DIM. (M) MULLION N W \ Q W A. a a d a9 1/�" a G O a d d d a d DOOR EDGE BASE D2 WALL E 1 1 12' STEEL (C) COLUMN - (F2) # 12 X 1 " SD - (2) PER COLUMN F. (FC) FLOOR CLIP- WWF LIP- WWF Gen+erect in D slab (ENTIRE SLAB) D D ANGNoR (2) #4 Bars (SEE FDN PLN) COLUM 0 0 QEsA1L_LIQ-T-E. I. All details obtained from Universal Steel Buildings Plan Sheet 5 2. Universc+l Steel Buildings retains all de9in9 rights to these details 3. structural notes added dor clarification o -F Foundation Plan and Connection 4. 41' cic+riAcation is needed, contact South Fork Design Group a t y z m Se O N z w 0 ❑ U d d N 0 0 N N n W t y z m Se W o o z w 0 ❑ U d d ous ZW W x ° o) 0 0 N n 0 J z Fa- 0 W o a R o a w o ❑ z M 0 LL Lu Q J ❑ �z H 0 �� w> � ry S-303 SHEET 3 a 3 ° 0 w z� 0 J z Fa- 0 W o a R o a w o ❑ z M 0 LL Lu Q J ❑ �z H 0 �� w> � ry S-303 SHEET 3 GENERAL NOTES =� BA)) - B4316R 4 X 2 X 16GP. ANGLE ((5.9) - FLOOR BASE ANGLE LTO F2 - 12 X 9 50 TEK�PLTD� BC] - 100,-0" STEEL DIM. - FLOUR BASE CHANNEL - PAR7T1ON SHEETING - - U62mi6R 6 1/e X 2 7/8 X 18GA. CHANNEL (11.9) - 8 RISE CHANNEL LLI C4 - C421NRT 4 X 2 X 16GA. CEE (8.9) - 4' COLUMN F6 - 12 X 1 1/4 WASHER ZAC(PTO (PLM) C6 - MISR 6 X 2 1/2 X 18GA CEE (11.9) (10)10'-0 BAYS 6 OH - C421 OR 4 X 2 X 16GA CFE (8.9 DOOR HEAD - DJ - C43516R 4 X 3 1/2 X 16GA. CE (11.9) - DOOR JAMB m IS (GU)20'-4 (GU)20'-4 (GU)20'-4 ES - (GU)20'-4 (GU)20'-4 I m AS MANUFACTURED (34)(RR)2G'-8 F14 - 14 X 7/8 WASHER TJX PTD - I I 1 I I I I I I I V I I I I I I I I I I 1 I I C4216R 4 X 2 X 16GA CEE (8.9) - DOOR HEAD REINFORCEMENT ::D JR - C122514R 12 X 2 1/2 X 14GA: CEE (17.9) - JACK RAFTER l I I I I I I I ! I I I V I I I I I I I I I I I I V HALL CEILING CLOSURE CN 242518R 2 1/2 X 4 X 2 1/2 X 1664. ZEE 9.9) - ROOF PURIJN cEf pS-14) Z52516R 2 1/2 X 5 X 2 1/2 X 14GA� ZFi 11.9 - ROOF PURLIN I I I I I I I I - PARTTRON ANGLE - ROOF STEP TRANSITION FLASHING RA - B4218R 4 X 2 X I Mitt E - RAKE ANGLE BT I I I I I I I I I I I I I I l G I I CD I l I I I I I I I I I I ! I I CD f I I (34)(RR)4O'-8 I I I I I I I I V < I I I I i I I I V I I i I I C) I ry ! i I f I I I I ! i I I I I I I N D _ _---L------I--_j ------------- E-2 E E_2 ----- ------T---- I I - �-� I _ , _-�------T------7----- I I l �--- I _ a�-�--�-�- I I ---- CD m I m - I ! I I I I I a I ! I I I 1 I I ! r F------1---.--- � ------1-------1--_---_ -----_L--....._ ----------I-------�------ E-2 G 17 E_2 ----- T -------r--------7------ i------- -_----�--__--I--------------I------ � I I I I I I I I 1 I I J � I Q I ! I I I I I I i I I I I I I o I I I I I I I I I I I I I ! I I I I I i I I I I CD I I I I I I I I I I I I I 1 I CD I I I I I I I I I I f I I I I I I I I V I I N I I I I I I 1 I I I I I I I I I I I (34)(RR)20'-8 I I I I I I I ! I I I I I I 1 I I I LL (GU)20'-4(GU)20'-4 (GU)20'-4 (GU)20'-4 (GU)20'-4 o w . w (10)10`-0 BAYS - - - E-� 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. 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 IN CERTIFIED LIVE/SNOW LOADS CAN BE PERMITTED BY CODE. Ld _I C) LTJ _ LD z LLJ Tn �RJL - 29GA. PBR WALL PANEL - 26GA PBR ROOF PANEL RW - 26GA. PBR WALL PANEL 5 - BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR CONCRETE SLAB FOUNDATION DESIGN, THICKNESS OR MATERIAL RATING, SITE SOIL CONDITIONS DR 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. B - 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. 12- ALL ROOF PANEL LAPS SHALL BE SEALED WITH 3/8" (MINIMUM) WIDTH MASTIC TAPE AS PROVIDED FOR PROJECT. ALL SHEET PROFILE FOAM CLOSURES AT EAVE, WALL AND RIDGE CONDITIONS AS PROVIDED FOR PROJECT MUST BE INSTALLED AS SHOWN HEREIN. BA)) - B4316R 4 X 2 X 16GP. ANGLE ((5.9) - FLOOR BASE ANGLE LTO F2 - 12 X 9 50 TEK�PLTD� BC] - U4251OR 4 1/8 X 2 7/8 X 16CA CHANNEL 9.9) - FLOUR BASE CHANNEL - PAR7T1ON SHEETING BC6)- U62mi6R 6 1/e X 2 7/8 X 18GA. CHANNEL (11.9) - 8 RISE CHANNEL LLI C4 - C421NRT 4 X 2 X 16GA. CEE (8.9) - 4' COLUMN F6 - 12 X 1 1/4 WASHER ZAC(PTO (PLM) C6 - MISR 6 X 2 1/2 X 18GA CEE (11.9) - 6' COLUMN 6 OH - C421 OR 4 X 2 X 16GA CFE (8.9 DOOR HEAD Lil DJ - C43516R 4 X 3 1/2 X 16GA. CE (11.9) - DOOR JAMB = EC - U42515R 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - EAVE CHANNEL U ES - E64316R+/O 3 X 6 X 4 X 1BGiA. STRUT (13.9) - HIVE STRUT (/O FC - AS MANUFACTURED - FLOOR CUP F14 - 14 X 7/8 WASHER TJX PTD - r4216R 4 X 2 X 16GOL CEE ((8.9 - GIRT ..J FTA B42 GR 4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE HR - C4216R 4 X 2 X 16GA CEE (8.9) - DOOR HEAD REINFORCEMENT ::D JR - C122514R 12 X 2 1/2 X 14GA: CEE (17.9) - JACK RAFTER GE - M) - C1241OR 12 X 4 X 16GA CEE (20.9) --MULLION (> M - AS MANUFACTURED - MINI CUP HALL CEILING CLOSURE P4 242518R 2 1/2 X 4 X 2 1/2 X 1664. ZEE 9.9) - ROOF PURIJN cEf pS-14) Z52516R 2 1/2 X 5 X 2 1/2 X 14GA� ZFi 11.9 - ROOF PURLIN HC - P8 - Z82518R 2 1/2 X 8 X 2 1 2 X 160.A. ZEE 13.9; - ROOF PVRUN PA - 84216R 4 X 2 X 16G11 5.9 ((5.9 - PARTTRON ANGLE - ROOF STEP TRANSITION FLASHING RA - B4218R 4 X 2 X I Mitt E - RAKE ANGLE BT RS - E6431 OR -/O 3 X 6 X 4 X 16G/s STRUT 03.9) - RIDGE 'STRUT Ld _I C) LTJ _ LD z LLJ Tn �RJL - 29GA. PBR WALL PANEL - 26GA PBR ROOF PANEL RW - 26GA. PBR WALL PANEL 5 - BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR CONCRETE SLAB FOUNDATION DESIGN, THICKNESS OR MATERIAL RATING, SITE SOIL CONDITIONS DR 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. B - 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. 12- ALL ROOF PANEL LAPS SHALL BE SEALED WITH 3/8" (MINIMUM) WIDTH MASTIC TAPE AS PROVIDED FOR PROJECT. ALL SHEET PROFILE FOAM CLOSURES AT EAVE, WALL AND RIDGE CONDITIONS AS PROVIDED FOR PROJECT MUST BE INSTALLED AS SHOWN HEREIN. a N LI1J I �w Lki O Lnm m I W a 0 O E' 00 w N DRAWING CONTENTS BLDG KEY P _AN SCALE 1/8"=V-0" '-0" 13- DETAILS SHOWN HEREIN SHALL BE INCORPORATED INTO PROJECT, WHETHER OR NOT SPECIFICALLY REFERENCED FOR ALL LOCATIONS. K-1 KEY PIAN, GENERAL NOTES, ROOF SHEETING PLAN, ROOF TRIM PLAN E-1 WALL ELEVATIONS, DOOR SCHEDULE, WALL SHEETING PLAN, WALL TRIM PLAN 14-- ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING, WINDBRACES OR OTHER ELEMENTS REQUIRED FOR THE E-2 - HALL ELEVATIONS, DOOR SCHEDULE, HALL SHEETING PLAN, HALL TRIM PLAN BUILDING ERECTION ARE TO BE DETERMINED BY AND SUPPLIED BY BUILDER/CONTRACTOR. D-1 - SLAB PLAN, DETAILS D-2 - BASE STEEL PLAN, DETAILS 15- BUILDING MANUFACTURER HAS MADE A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. D--3 - FRAMING PLAN, COLUMN SCHEDULE, GIRT LOCATIONS, DOOR JAMB LOCATIONS, DOOR HEADER LOCATIONS, DETAILS JOB SITE SAFETY INSTRUCTION, SAFETY EQUIPMENT AND CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. D-4 - PARTITION PLAN, DOOR LOCATIONS, DETAILS D-5 - ROOF PLAN, DETAILS 16- ALL COMPONENTS SHIPPED SHALL BE THOROUGHLY INSPECTED AND ACCOUNTED FOR AT THE TIME OF DELIVERY. ALL MATERIAL SHORTAGES D-6 - SHEET ATTACHMENT GUIDE, DETAILS 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. 11 - CONC. EXP. ANCHOR (SIZE BY CUSTOMER} - BASE TO SLAB CONNECTIONS TICS) LTO F2 - 12 X 9 50 TEK�PLTD� - STRUCTURAL STEEL CONNECTIONS CLIN) - F3 - 12 X 1 SO TEK - PAR7T1ON SHEETING LLJ F4 - 12 X 2 SD TEK PLTD - PARTITION ANGLE CONNECTIONS R PANEL OUTSIDE FOAM CLOSURE F5 - 12 X 1 1/4 WASHER TEK((PTD]] - EXTERIOR WALL SHEETING F6 - 12 X 1 1/4 WASHER ZAC(PTO (PLM) - ROOF SHEETING CD F7 - 12 X 1 1/4 WASHER TEK PM - EXTERIOR -RIM DRILLER LLJ FB - 14 X 7/8 WASHER TEK(PTD - EXTERIOR WALL PANEL LAP L) F9 - 14 X 7/8 WASHER ZAC(PTO }(PLTD) ROOF PANEL LAP cn F10 - 14 X 7/8 WASHER TEK{PTD) - INTERIOR TRIM LAP LLJ F11 - 1/B POP RIVET - EXTERIOR TRIM OC F12 - 12 X 1 1/4 WASHER TEN PTD - INTERIOR WALL SHEETING Z F13 - 12 X 1 1/4 WASHER TEK�RM - INTERIOR TRIM DRILLER W F14 - 14 X 7/8 WASHER TJX PTD - INTERIOR WALL PANEL LAP Gn F15 - 14 X 7/8 WASHER TEX(PTD (PLTD) - INTERIOR TRIM LAP L< F16 - 1/6 POP RIVET - INTERIOR TRIM a N LI1J I �w Lki O Lnm m I W a 0 O E' 00 w N DRAWING CONTENTS BLDG KEY P _AN SCALE 1/8"=V-0" '-0" 13- DETAILS SHOWN HEREIN SHALL BE INCORPORATED INTO PROJECT, WHETHER OR NOT SPECIFICALLY REFERENCED FOR ALL LOCATIONS. K-1 KEY PIAN, GENERAL NOTES, ROOF SHEETING PLAN, ROOF TRIM PLAN E-1 WALL ELEVATIONS, DOOR SCHEDULE, WALL SHEETING PLAN, WALL TRIM PLAN 14-- ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING, WINDBRACES OR OTHER ELEMENTS REQUIRED FOR THE E-2 - HALL ELEVATIONS, DOOR SCHEDULE, HALL SHEETING PLAN, HALL TRIM PLAN BUILDING ERECTION ARE TO BE DETERMINED BY AND SUPPLIED BY BUILDER/CONTRACTOR. D-1 - SLAB PLAN, DETAILS D-2 - BASE STEEL PLAN, DETAILS 15- BUILDING MANUFACTURER HAS MADE A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. D--3 - FRAMING PLAN, COLUMN SCHEDULE, GIRT LOCATIONS, DOOR JAMB LOCATIONS, DOOR HEADER LOCATIONS, DETAILS JOB SITE SAFETY INSTRUCTION, SAFETY EQUIPMENT AND CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. D-4 - PARTITION PLAN, DOOR LOCATIONS, DETAILS D-5 - ROOF PLAN, DETAILS 16- ALL COMPONENTS SHIPPED SHALL BE THOROUGHLY INSPECTED AND ACCOUNTED FOR AT THE TIME OF DELIVERY. ALL MATERIAL SHORTAGES D-6 - SHEET ATTACHMENT GUIDE, DETAILS 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. NEW SELF -STORAGE BUILDING PROJECT FOR: Ceti Storage Works project- DELL R BARNEY 'iasmt �sy REXBURG, IDAHO TIT ..a�resd!onssa+:uW.;�y; 302 Jane Place, Lowell, AR 72745 customer- UNIVERSAL STEEL BUILDINGS (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com BDG 1 draft -ink p.a. boa 14886 agrbM Meld, mo. 88814-P888 417.848.0888 draft-ink@nbcglobal. net drawn det8 chkd date - TVP 08.03.15 sheet Of K-1 BTR) - 1" ROLL MASTIC TICS) - 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 - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM M - DOOR MULLION COVER TRIM LLJ CM - DOOR CORNER MULLION OC - LOW RTS 01.751DE CORNER TRIM � DK - DOWNSPOUT WITH KICK OUT B) - OUTSIDE CORNER BOX in DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX LLJ EF) - EAVE FLASHING - PARTITION TOP TRIM U FRC) - FORMED RIDGE CAP R - RAKE TRIM END CAP to GE - GUTTER END CAP --RAKE TRIM GS - GUTTER HANGER STRAP CC HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM XY HC - DOOR HEAD COVER ) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM BT - BASE FLASHING - WAINSCOT TRANSITION TRIM NEW SELF -STORAGE BUILDING PROJECT FOR: Ceti Storage Works project- DELL R BARNEY 'iasmt �sy REXBURG, IDAHO TIT ..a�resd!onssa+:uW.;�y; 302 Jane Place, Lowell, AR 72745 customer- UNIVERSAL STEEL BUILDINGS (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com BDG 1 draft -ink p.a. boa 14886 agrbM Meld, mo. 88814-P888 417.848.0888 draft-ink@nbcglobal. net drawn det8 chkd date - TVP 08.03.15 sheet Of K-1 DBLDG 1 RAKE ELEV. SCALE 1/8" — 1'-0" BLDG 1 EAVE ELEV. SCALE 1/8" = V-0" BXLDG 1 EPAVE ELEV. LE 1/8" = 1'-0" N N N T� N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N to ul f8 tD W a IL} c0 W tla W to c0 W is m 10 ID l0 m w co QD [O in fIY f0 iD iD to m cD w N N N N N N N N N iD to c i c I Vii I HE 10" SHE 1 '-2 10'-2 HE 10' 2 (HE -2 10'-2 HE 10' 2 HE -2 1O'-2 (HE 10' 4 2 1 c I. } �I:IMI!1C1� if:IM1:1G1� �I:INL">QM� N �I:fMI'�1» )�I:IML•IC1� �CtYL•iC+t� �i:IMl:1C1� �1:IY'L•�y1� �Iaa1L•'lCI� N �CIMLIC�� N N N N NN 08 - N N N N N N N N N N N N N N N iD to c i c I Vii I W I to I c i c I c tl. I! to I iP I to I to I co I to 3 t41 I c I. c0 I to I c I ca I co 4 to I to I to I iD I c 1 ID 1 c I c I c c I I 3I ;7 100'-©11 N N N N N N N N N N N N N N N N N NN 08 - N N N N N N N N N N N N N N N iD to c i c I Vii I W I to I c i c I c tl. c I to I iP I to I to I co I to 3 t41 I c I. c0 I to I c I ca I co 4 to I to I to I iD I c 1 ID 1 c I c I c c I I 3I ;7 P4 Z42516R 2 1/2 X 4 X 2 1/2 X 16GA ZEE (9.9) - ROOF PURUN SA 3 [x 3 - ROOF PiJRLIN 3 3 0:C 3 - ROOF PURLIN 3 PA - 84216R 4 X 2 X i6GA ANGLE (8.9) 3 ,- 3 Ir 3 IY 3 Xo= 65 - 3 - RIDGE STRUT WWWTTT))) - WAINSCOT TRANSITION TRIM # m 3 m N N N N N N .!. \ N N N N N N ID aJ 4M O N Y7 IY) tO c m T iD if] W] N C OS in to d all a0 m aD vrn ar m cm an an m m— .- m m an an rn afl m Tal m a, ep F v F i f 'i v �RL - 29GA. PBR WALL PANEL R� - 296 A PBR ROOF PANEL RW - 25GA 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 SO TEK PLTD J F5 - 12 X 1 1f4 WASHER TEK((PTD)) Fe - 12 X 1 1/4 WASHER ZAG(PTD)(PLTD) F7 - 12 X 1 1/4 WASHER TD( PTD UFB - 14 X 7/8 WASHER TE1CFFrD� F9 - 14 X 7/8 WPSHER ZAC(PLTO) V7 F10 - 14 X 7/8 WASHER TEK F11 - 1/8POP RNET F12 - F2 X 1 1/4 WASHER TEK PLLJFO Z F13 - 12 X 1 1/4 WASHER TEKJPTD; � F14 - 14 X 7/8 WASHER TEK(PTD) LL<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 - E(TERIGR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP NTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - INTERIOR TRIM DRILLER - INTERIOR WALLA PANEL IAP NTERION TRIM LAP - INTERIOR TRIM T.0 «o 0" F. F. L BLDG 1 D RAKE ELEV. SCALE 1/8" = V-0" EXTERIOR DOOR SCHEDULE--- ® -(20) EACH 9'-0 X 7'-0 OVERHEAD DOOR ❑ -(4) EACH 4'-0 X 7'-0 WALK DOOR N N N N N N \ \ N N N N N N (o CO mF3 N M 43 c a0 m q¢ m m U-) M N D CD m c 4 I I I I I I 1 I I I I as m aD m ari Tri oT m an m m m 0 cb m 4+ of m m m 00 m m m 911jj W16R 4 X 2 X 16CA ANGLE (5.9) - FLOOR WE ANGLE -INSIDE CORNER BOX BC} - U42�S7�2 4 1/8 % 2 7/8 % 18GA CHANNEL (9.9) - FLGGR BASE CHANNEL IC BC6) - U6625 6R 6 1/8 X 2 7/8 % 16G4 CHANNEL (11.9) - 6' BASE CHANNEL La_IC4 - C421 SIR 4 X 2 X 16GA.. CEE (8,9) - 4' COLUMN GEOCEL) - 08 - C52516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6' COLUMN :D TAH- C4216R 4 X 2 X 15GA CEE (8.9) - DOOR HENT m 0J - C4351OR 4 X 3 1/2 X I6GA. CEE (11.9) - DOOR JAMB LTJ =ES EC - U42516R 4 1/8 X 2 7/8 X 16Gk CHANNEL (9.9) - EAVE CHANNEL U - E64316R+/O 3 X 6 X 4 X 16GI1 STRUT (13.9) - EAVE STRUT DK - FC - AS MANUFACTURED - FLOOR CUP C G) - C4218R 4 X 2 X IVA CEE 8.9j - GIRT - PEAK BOX HA B421 OR 4 X 2 X IFA MOLE (5.9) - HALL TOP ANGLE PT HR - C4216R 4 X 2 X IWk CEE (8.9) - DOOR HEAD REINFORCEMENT < JR - C1225M 12 X 2 1/2 X 14GA CEE (17.9) - .ACK RAFTER Fes„ M) - C12416R 12 X 4 X 16GA CEE (20.9) - MULLION MCAS MANUFACTURED - MINI CUP - HALL CEILING CLOSURE P4 Z42516R 2 1/2 X 4 X 2 1/2 X 16GA ZEE (9.9) - ROOF PURUN SA P6-14) Z52516R 2 1/2 X 5 X 2 1/2 X 14tr1 ZEE {11.9) - ROOF PiJRLIN fn Pe - Z82516R 2 1/2 X 8 X 2 f/2 X 18GA 2EE 13.9 - ROOF PURLIN - H PA - 84216R 4 X 2 X i6GA ANGLE (8.9) - PARTRKMI ANGLE RA - 0421OR 4 X 2 X lBGA ANGLE 5.9 - RAKE ANGLE - BASE FLASHING 65 - E64316R-/O 3 X 6 X 4 X 16GA. STRUT (13.9) - RIDGE STRUT �RL - 29GA. PBR WALL PANEL R� - 296 A PBR ROOF PANEL RW - 25GA 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 SO TEK PLTD J F5 - 12 X 1 1f4 WASHER TEK((PTD)) Fe - 12 X 1 1/4 WASHER ZAG(PTD)(PLTD) F7 - 12 X 1 1/4 WASHER TD( PTD UFB - 14 X 7/8 WASHER TE1CFFrD� F9 - 14 X 7/8 WPSHER ZAC(PLTO) V7 F10 - 14 X 7/8 WASHER TEK F11 - 1/8POP RNET F12 - F2 X 1 1/4 WASHER TEK PLLJFO Z F13 - 12 X 1 1/4 WASHER TEKJPTD; � F14 - 14 X 7/8 WASHER TEK(PTD) LL<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 - E(TERIGR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP NTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - INTERIOR TRIM DRILLER - INTERIOR WALLA PANEL IAP NTERION TRIM LAP - INTERIOR TRIM T.0 «o 0" F. F. L BLDG 1 D RAKE ELEV. SCALE 1/8" = V-0" EXTERIOR DOOR SCHEDULE--- ® -(20) EACH 9'-0 X 7'-0 OVERHEAD DOOR ❑ -(4) EACH 4'-0 X 7'-0 WALK DOOR N N N N N N \ \ N N N N N N (o CO mF3 N M 43 c a0 m q¢ m m U-) M N D CD m c 4 I I I I I I 1 I I I I as m aD m ari Tri oT m an m m m 0 cb m 4+ of m m m 00 m m m rural Storage Works project 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 UNIVERSAL STEEL BUILDINGS BLDG 1 T.O. 00 0" F. F. �rco �GiIdEEh' o� f , A�A ADr1��`l� draft -ink P.D. boz 14888 sprIz4fteld, ma. 66814-0888 417.848.0928 draft ink@8bc¢D'bal.aet drawn date chkd date TVP 08.03.16 sheet of BTR) - 1' ROLL MASK CB) -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 JCj - DOGR JAMB CAP IN) - R PANEL INSIDE CORNER TRIM JT) - LOW RIB HEAD AND JAMB TRIM OU - R PANEL OUTSIDE CORNER TRIM MCj - DOOR MULLION COVER TRIM CM - DOOR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM ZD DK - DOWNSPOUT WITH KICK OUT CB) - OUTSIDE CORNER BOX C DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX ULI - EAVE FLASHING PT - PARTITION TOP TRIM FRC) -- FORMED RIDGE CAP - RAKE TRIM END CAP Ili GE - GUTTER END CAT' - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE ? GU - POST HUNG GUTTER SA - HALL TOP TRIM HC DOOR HEAD COVER } - ROOF TIE IN TRIM - H DOOR HEAD TRIM - ROOF STEP TRANSITION FLASHING HS - HIGH SAVE TRIM - BASE FLASHING WWWTTT))) - WAINSCOT TRANSITION TRIM rural Storage Works project 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 UNIVERSAL STEEL BUILDINGS BLDG 1 T.O. 00 0" F. F. �rco �GiIdEEh' o� f , A�A ADr1��`l� draft -ink P.D. boz 14888 sprIz4fteld, ma. 66814-0888 417.848.0928 draft ink@8bc¢D'bal.aet drawn date chkd date TVP 08.03.16 sheet of 04 C-4 ` 4 ` \ 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N�'`+„ \ CD O C 0 4 o C3 [] G o C3 O C3 m C? O C3 0 o O C> C? 47 C7 0 C3 C2 O © C7 O 0 C] v F i F Y @ v SA 10'- HA O'- 10'-2(SAL)10'-2 A 20'-2 -2 1 0'- 10'-2 0`-2 FIA 24'-2 SA t0°-2 1 -2 SA 0'-2 HA 5'-4 HA 5'-4 HA 5°-4 HA 5'-4 SA 5'-0 SA 5'-0 SA 5°-0 SA 5'-0 BLDG 1 e HE 10' 2 HE 1 '-2 10'-2 H I O' 7 HE 10'-2 10'-2 HE 10' 2 HE 1 tl'-2 117'2 HE 1 tl' 2 \ - H 4 -6 H 4 -6 H 4 -6 H 4 -6 N- --- _ - - - - � HA SCELEV. U BLDG 1 r i' —p F I IB -0HALL END ALE 1/8" = N N SCALE 1 00 , I n I 100-0" (- ) BLDG E HALL ELEV. SCALE 1/8" = 1'-0" N BLDG I_ HALL ELEV. ! SCALE 1/8" = V-0" B LL D G 1 HALL ELEV. SCALE 1/8" = V-0" H4LDG 1 HALL CEILING ALE 1/8" = 1'-0" BLDG HALL CEILING SCALE 1/8" = 1'-0" w J LJ S U V) C`a W 2 V) N N e BA) 8431684 X 2 X 16GA ANGLE (5.9) - FLOOR BASE ANGLE \ e BC) - U42516R 4 1/8 X 2 7/8 X "' CFl4 ' ((9.9) - FLOOR BASE CHANNEL \ BC6) - U62516R 6 1, X 2 7/8 X 16CA OHANNEL ("A - 6' BASE CHANNEL LJ C4 - C4215R 4 X 2 X IeGA CEE (8.9) - 4' COLUMN I I 0 0 C6 - C82516R 6 X 2 1/2 X IVA CEE (11.9) 6' COLUMN I ! I C3 O O DH - MISR 4 X 2 X i1WA CEE (8.9 _ DOOR HEAD LJ N - C43516R 4 X 3 1/2 X 1OWL CE (11.9) - DOOR JAMB I 1 C> C3 EC - U425516R 4 1/8 X 2 7/8 X 16GA CHANNEL (9.9) - FAVE CHANNEL L) ES - E64316R+/0 3 X 6 X 4 X 16GA. STRUT (13) - EAVE STRUT -Nw FC - AS MANUFACTURED - FLOOR CUP Ir G - C421 SR 4 X 2 X 1664 CEE 8.9) - GIRT ■ g111r� • 842168 4 X 2 X 16GA ANG (5.9) - HALL TOP ANGLE ■ ■ KINE HR - C4216R 4 X 2 X 16GA CTE (8.9) - DOOR HEAD REINFORCEMENT Z JR - C122514R 12 X 2 1/2 X 14GA, CEE (17.9) - JACK WAFTER F- M) - C124 -16R 12 X 4 X 16GA. CEE (20.9) - MUUUON U MC AS MNIUFACTURiD - MINI CUP n P4 Z42516R 2 1/2 X 4 X 2 1/2 X IBCA ZEE 9.9) - ROOF PURUN LCLf P6-14) 3625168 2 1/2 X 6 X 2 1/2 X 14UA ZEE (11.9) - ROOF PURUN I- PB - Z62516R 2 1/2 X 8 X 2 1/2 X 16GA ZEE 13.9 - ROOF PURUN 0 PA - B4216R 4 X 2 X 18GA ANGLE (5.9) - PARRTION ANGLE CD RA - B421OR 4 X 2 X 16Gk ANLL 5.9 - RAKE ANGLE - BASE FLASHING RS - E64316R-/0 3 X 6 X 4 X 16R.A. STRUT (13.9) - RIDGE STRUT w J LJ S U V) C`a W 2 V) N N e N N \ N \ \ \ e i 4�ii[d#�+4i eN \ \ N N N N N N N N N N N N I I 0 0 I I 0 0 I I ® O I I I p. Q O I d C) C3 I ! I C3 O O I 1 C3 O I C3 I I I C3 C3 O I ! O n I I C. C? I I 0 C3 f I I 4 C3 C7 I 1 C> C3 I I I O C7 O N N N W I _ A _ A v -Nw � ..111. �� _ ■ _ Ir ■ ■ _ ■ _ ■ g111r� • ■ _ ■ ilw1� 1 ■ ■ ■ KINE 2 (54)10'-2 (HA)20'-2 (54)10'-2 (SA) 10'-2 20'-2 ( GE - GUTTER END CAP - RAKE TRM I (SA)10'-2 (HA)20'-2 (SA)10'-2 (SA)10'-2 (HA)20'-2 (SA)10'-2 (SA)10'-2 (HA)20'-2 ("x4)10'-2 (SA)10'-2 (HA)20'-2 (SA)10'-2 (SA)10'-2 (HA)2O'-2 (SA)10'-2 1 l iI zromi'[�6��i t i f. -1 ` N N i 4�ii[d#�+4i N mmii� — N — -- SI:6mvm:� �RffiLlmil— ■P-INLI um #q:fpF11I m #r'"Y' 10 ■f:INLICI■ tiGINGI�f1 11:filCSCi# ■gaNL7Gi■ N #q:ING�1# ■I:INL11Cil■ fi;IWF i■ #1_[NT.1mom #CINT.IIpi#Ism �i:IpCfd. N N N N N N N N N N W I _ A _ A v -Nw � ..111. �� _ ■ _ Ir ■ ■ _ ■ _ ■ g111r� • ■ _ ■ ilw1� 1 ■ ■ ■ KINE 2 (54)10'-2 (HA)20'-2 (54)10'-2 (SA) 10'-2 20'-2 ( GE - GUTTER END CAP - RAKE TRM I GS - GUTTER HANGER STRAP CC ® O GU - POST HUNG GUTTER 43 O ®$$ O CS C? 0 CD 0 O C7 0 CD -t7 0 4 � - BASE FLASHING O C3 CJ O O O p 4 G 4 O O 11 \ ` ua I ` N N ` N N N N N N N N "1 N N N N N N CV N N N N N N N N N N N W I _ A _ A v -Nw � ..111. �� n� �fl■ �� � (51)10'-2 (HA)20'-2 (SA)10'-2 (SA)10'-2 (NA)20'-2 (SA)10'-2 (SA)10'-2 (HA)20°-�_-1FA119' 2 (54)10'-2 (HA)20'-2 (54)10'-2 (SA) 10'-2 20'-2 ( GE - GUTTER END CAP - RAKE TRM I GS - GUTTER HANGER STRAP CC ® O GU - POST HUNG GUTTER 43 O ®$$ O CS C? 0 CD 0 O C7 0 CD -t7 0 4 � - BASE FLASHING O C3 CJ O O O p 4 G 4 O O 7O.}) (CA)1 W f—)1 1 (CAN—' (CA�1(9 I fuANnn'—T f. 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PBR ALL PANEL RW - 26GA PBR WALL PANEL FI)- CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK �PLTD� F3 - 12 X 1 SO TEK PLTO F4 - 12 X 2 SO TEK PLM F5 - 12 X 1 1/4 WASHER TEK((PTD F6 - 12 X 1 1/4 IN ZAC(PTD�(PLTD) LCD J F7 - 12 X 1 1/4 WASHER TEX{PTD)))) F8 - 14 X 7/8 WASHER TEK02� U F9 - 14 X 7/8 WASHER ZAC(PLTD) V'1 F10 -14X 7/8 WASHER TEK F11 - 1/8 POP RIVET � F12 - 12 X 1 1/4 WASHER TEK PTD z F13 - 12 X 1 1/4 WASHER TEK(PTD) LAJ F14 - 14 X 7/8 WASHER TEK PTD Co F15 - 14 X 7/8 WASHER TEK(PTD)(PLTO) 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 TAP - INTERIOR TRIM LAP - NITER OR TRIM EXTERIOR BTR) - 1' ROLL MASTICCB) ® - INSIDE CORNER BOX EACH CLIN) - R PANEL INSIDE FOAM CLOSURE IC� - LOW RIB INSIDE CORNER TRIM 8'-6 X 7'-0 OVERHEAD DOOR CLOUT) - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JCS - 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 COYER TRIM w CM - DOOR CORNER MU'LIJON Oc - LOW RIB OUTSIDE CORNER TRIM OK - DOWNSPOUT WITH KICK OUT B) - OUTSIDE CORNER BOX © DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX = EF) - EAVE FLASHING - PARTITION TOP TRIM FRC) - FORMED RIDGE CAP R - RAKE TRIM END CAP V) GE - GUTTER END CAP - RAKE TRM I GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM HC - DOOR HEAD COVER ) - ROOF TIE IN TRIM HE - DOOR HEAD TRIM - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM - BASE FLASHING - WAINSCOT TRANSITION TRIM EXTERIOR DOOR SCHEDULE- ® -(36) EACH 4'-0 X 7'-0 OVERHEAD DOOR ® -- (8) EACH 8'-6 X 7'-0 OVERHEAD DOOR FD -(34) EACH 9'-0 X 7'-0 OVERHEAD DOOR NEW SELF—STORAGE BUILDING PROJECT FOR: rrm Uentrial Storage o project- DELL R BARNEY rRss.lu REXBURG, IDAHO 302 Jane Place, Lowell, AR 72745 customer- UNIVERSAL STEEL BUILDINGS (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com BLDG I di iii -ink p.o. box 14888 apringfleld, mo. 65814-6888 417.848.0$88 draft -i n 4 @abaglabal. n®$ drawn datechhd data TVP 08.03.15 sheet Of (DA) - 64.1188 4 X 2 X 15GA. ANGLE (5.9) - FLOOR BASE ANGLE SIN ? RR 26GA PBR ROOF PANEL 2150A. PBR WALL PANEL Ld W 2 U Ln C.7 S V) L—L of t,w ..) F2 - 12 X 1 SO TEK �PLTDJ F3 - 12 X 1 SO TEK PLM LLJ F4 - 12 X 2 SD TEK PLTO F5 - 12 X 1 1/4 WASHER TEK PTD C) FS - 12 X 1 1/4 WASHER ZAC PTD (PLTD) Ld F7 - 12 X 1 1/4 WASHER TEK PTD F8 - 14 X 7/8 WASHER TEK(PTD) t=j F9 - 14 X 7/8 WASHER ZAC(PTD)(PLTD) Ln - 14 X 7/8 WASHER TEK(PTD) Of F11 - 1/8 POP RIVETw F12 - 12 K 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) Ld F14 - 14 X 7/8 WASHER TI]( PTD Lj F15 - 14 X 7/8 WASHER TE$pTD�(PLTD) F16 - 1/8 POP RIVET - NUC IV JLRC 6urgNt6I IvNn - STRUCTURAL STEEL CONNECTIONS - PARTTTTON SHEETING - PARTRION 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 w] - ".I. t "/o x Z i/8 X 16611 GFNNNR 9.9J - I10F1R 9115E CHANNEL - INSIDE CORNER BOX 8C6) - U62518R 6 1/6 X 2 7/8 X IBCA CHWNEL 11.9) - 8' BASE CHANNEL LLL C4 - C421OR 4 X 2 X 1861 CEE (8.9 - 4' COLUMN J CB - C6251OR 6 X 2 1/2 X 18CA CEI (11.9) - 6' COLUMN ® DH - 04216R 4 X 2 X IBCA (6.9 - DOOR HEAD � - C43516R 4 X 3 1 2 X 18GA CEE ((11.9)) U4251SR 4 1/8 X/2 7/8 X - DOOR JAMB - LOW RIB HEAD AND JAMB TRIM - IS - 16GA. O"EL 9.9) E84316R+/0 3 X 6 X 4 X 16GA. STRUT (13.9) - EWE CHANNEL - FAVE STRAIT V) FC _ AS MANUFACTURED CNiGLE EG 8.((9)9) - FLOOR CUP GIRr J OC) BB42fOR 4 X 2 X 16 A _ HAIL TOP ANGLE D - R- C4216R 4 X 2 X IM CEE 8 9 A. - DOOR HEAD REINFORCEMENT m JR - C122514R 12 X 2 1/2 X 14 CEE (17,9) - JACK RAFTER F- - C12416R 12 X 4 X 1601 CLF (20.9) - MULLION V MC - AS MANUFACTURED - MINI CLIP FORMED RIDGE CAP P4 Z4251OR 2 1/2 X 4 X 2 1/2 X 16GA ZEE (9.9) - ROOF PURUN G - P6-14) Zb2518R 2 1/2 X 6 X 2 1/2 X 14ir1 ZEE (11.9) - ROOF PURUN V) - Z8251OR 2 1/2 X 8 X 2 1//2 X f801 ZEE (13,9) - ROOF PURUN - HALL COUNG CLOSURE LRM- 842161 4 X 2 X 1BGA F 5.9) B4216R 4 X 2 X 18GA ANGLE 5.9 - PARTITION ANGLE - RAKE ANGLE SA - EWI6R-/O 3 X 6 X 4 X 1 STRUT (13.9) - RIM STRUT SIN ? RR 26GA PBR ROOF PANEL 2150A. PBR WALL PANEL Ld W 2 U Ln C.7 S V) L—L of t,w ..) F2 - 12 X 1 SO TEK �PLTDJ F3 - 12 X 1 SO TEK PLM LLJ F4 - 12 X 2 SD TEK PLTO F5 - 12 X 1 1/4 WASHER TEK PTD C) FS - 12 X 1 1/4 WASHER ZAC PTD (PLTD) Ld F7 - 12 X 1 1/4 WASHER TEK PTD F8 - 14 X 7/8 WASHER TEK(PTD) t=j F9 - 14 X 7/8 WASHER ZAC(PTD)(PLTD) Ln - 14 X 7/8 WASHER TEK(PTD) Of F11 - 1/8 POP RIVETw F12 - 12 K 1 1/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK(PTD) Ld F14 - 14 X 7/8 WASHER TI]( PTD Lj F15 - 14 X 7/8 WASHER TE$pTD�(PLTD) F16 - 1/8 POP RIVET - NUC IV JLRC 6urgNt6I IvNn - STRUCTURAL STEEL CONNECTIONS - PARTTTTON SHEETING - PARTRION 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 /q\BLDG 1 P� NSLAB HLAN- F SOLE 1 /8"=1 ' —0" I- -STEEL DIM, 1STEEL DIM. –�- SLAB DIM.--�—SLAB DIM. - 1 1/2' X 1 1/2' I I 9 1/2- X 1 1/2' I I WALL EDGE NOTCH I I DOOR EDGE NOTCH I I I F. F. _ F. F. F. F. I F.F. T .. d I} a a e a t A = d a.� 4 ° 1 4a,� a WALL EDGE SLAB NOTCHDOOR EDGE SLAB NOTCH Central riturage Works project- �I,tpra�.: xpsl0ms 302 Jane Place, Lowell, AR 72745 Customer- (877)770-5206 ustomer(877)770-5206 fax (800)356-2971 www.centrolstotesmfg.com NEW SELF -STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG, IDAHO UNIVERSAL STEEL BUILDINGS BLDG 1 7"-CQ� ff draift-ink P.O. box 14888 eyrlagfield, mo. 68814-0668 417.846.0868 draft-ink@dbcg1Pbal.nat drawn date chkd date TVP 08.03.16 sheet of Dm3o BTR) - 1' ROLL MASTIC CB) - INSIDE CORNER BOX OUN) - R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOUT) - R PANEL OUTSIDE FOAM CLOSURE JA - DOOR JAMB TRIM GECUCEL) - GUTTER SEAL de - DOOR JAMB CAP IN) - R PANEL INSIDE CORNER TRIM Jf) - LOW RIB HEAD AND JAMB TRIM L�.I OU}} - R PANEL OUTSIDE CORNER TRIM MC) - DOOR MUWON COVER TRIM CM) - DOOR CORNER MUWDN OC) - LOW RIB OUTSIDE CORNER TRIM D - DOWNSPOUT WITH KICK OUT O B) - OUTSIDE CORNER BOX m DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX EF) - SAVE FLASHING TOP FRC) - FORMED RIDGE CAP DTRIM - RAIIn9ItMCAP Cn G - GUTTER END CAP - RAKE TRfmm G5 - GUTTER HANGER STRAP CC - HALL COUNG CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM fif HC - DOOR HEAD COVER - ROOF TIE IN TRIM H - DOOR HEAD TRIM - ROOF STEP TRANSIf10N FLASHING HS - HIGH SAVE TRIM - BASE FLASHING - WAINSCOT TRANSITION TRIM /q\BLDG 1 P� NSLAB HLAN- F SOLE 1 /8"=1 ' —0" I- -STEEL DIM, 1STEEL DIM. –�- SLAB DIM.--�—SLAB DIM. - 1 1/2' X 1 1/2' I I 9 1/2- X 1 1/2' I I WALL EDGE NOTCH I I DOOR EDGE NOTCH I I I F. F. _ F. F. F. F. I F.F. T .. d I} a a e a t A = d a.� 4 ° 1 4a,� a WALL EDGE SLAB NOTCHDOOR EDGE SLAB NOTCH Central riturage Works project- �I,tpra�.: xpsl0ms 302 Jane Place, Lowell, AR 72745 Customer- (877)770-5206 ustomer(877)770-5206 fax (800)356-2971 www.centrolstotesmfg.com NEW SELF -STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG, IDAHO UNIVERSAL STEEL BUILDINGS BLDG 1 7"-CQ� ff draift-ink P.O. box 14888 eyrlagfield, mo. 68814-0668 417.846.0868 draft-ink@dbcg1Pbal.nat drawn date chkd date TVP 08.03.16 sheet of Dm3o 100'-0" STEEL DIM. 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ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 5D TEKPLTO F3 - 12 X 1 SO TEK Pp LLD F4 - 12 X 2 SO TEK PLED � F5 - 12 X 1 1/4 WASHER TEK((PTD )) ZDF6 - 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 F9 - 14 X 7/B WASHER ZAC PTD (PLTD) VI F10 - 14 X 7/B WASHER TEK PTO F11 - 1/8 PCP RIVET w F12 - 12 X 1 1/4 WASHER TE PTD Z F13 - 12 X 1 1/4 WASHER TEK(PTD� � F14 - 14 X 7/8 WASHER TEK JK L< 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 - NTERIOR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - NTERIOR TRIM 2 4 CD C7 n BTR) - 1" ROLL MASTIC CB) - INSIDE CORNER BOX ehM date OLIN} - 3 IC q7:72 C4)8'-8 1/2 (C4)8"-8 1/21 (G4)8'-8 1/ (C4)8'-8 1/2I (C4)8' -B 1/21 (G4)B'-B 1/2I (C4)8'-8 1/2 (C4)0'-8 1/ (C4)8' -B 1J2l (C4)8'-8 1/ (C4)8'-8 1/ GUTTER SEAL JC I I I I I I I I I I I I I N CD (C4)8'-11 (C4)8' -1l1 (C4)8'-1" (C4)8'-111 (C4)8'-111 (C4)8' -1l (C4)8' -1j (C4)8' -ll (C4)8'-11) (C4)8' -Il (C4)8'-1 a- DK - I I I I DSS2) - DOWNSPOUT STRAP c N ( 9'-1 1/2 (C4)9'-1 1/2d (C4)9'-1 1/3',J 1 ,I (C4)9'-1 1/31 1 ,,��I (C4)9'-1 1/3'1 (c4)9.-1 1/� (C4}9"-1 1/3'1 7(04)9'-1 1/51 (C4)9'-1 1/21 (C4)9'-1 1/11 (C4)9'-1 1/ N - RAKE TRIM END CAP V) GE - GUTTER END CAP - RAKE TRIM GS - GUTTER HANGER STRAP CC C4}9'-4 'r(C4)9'-41 C4 9'-4 (C4j9' 41 ( ) I (C4}9'-4 (C4)9'-� (C4j9'-4 —(6-09-4 {C4)T- — — I 4� (C4j9'-41 {C4j9 -4j — (C4) '-41 (C4}9'-4� (C4j9 —(C4—)9'-41 — — (C#)9'-4 (C4j9'-4 — — —� (C4j9'-41 — — T —((T)9'74 {C4}9'-4 (C4j9'-4 HC - DOOR HG4D COVER - ROOF TIE IN TRIM H" H - DOOR HEAD TRIM AS - ROOF STIP TRANSITION FLASHING ` HS - 2 I I I I I I I I I - WAINSCOT TRANSITION TRIM 9'-6 1/2 ( /!� (C4)9'-8 1/2� (C4)9'-6 1/q J ,,JJ (G4)9'-6 1/27 (C4)9'-6 1/2I (C4)9' -B 1/q (C4)9'-6 1/31 (C4)9'-6 1/1q (C4)9'-6 1/ (C4)9'-6 1/2� (C4)9'-6 1/2 (C4)9'-6 1/551 (C4)9'-6 1/ y J��t(61i) N -(M '-9 (M 9 I I I - (M 9 (M '-9 M 9 (M '-9 M 9 (M 9 (M 9 M 9 N ICA,M f 8'; 5 3f 4 (DH $;-11 "3/4 (DH 8;-11 „3/4 (DH -11 »3/4 (DHj ; 11 „3/4(�DH) 11 „3/4(DH)3',-11 „3/ D ; 11,�i/4(DH) ; 11 ,p3/4(6H) ',-11,iy"-8;-11„3/4—(DH �-,�'/4 6 -0 -�--0 --0 I —0 f -0 � 4 -0 -0 -0 - -Q I- r� - —'I I� -0 --I I� 6-�j -Z I_ _8"--Ig'-0"-----�-I 4'-(�"�-�4;-0n4,-0,Q-1"4'-4"-0" 4;-(j'-)-'4 -�-1- (] -t-�- --�- -0" "_0» (DH} '5 3/4 (DH)B'-11 3/4 {DH)3'-1 '4(DH�)3-11 3/4(DH)3'-11 3/44((DH)3°-1 3/�4(DHH))3'-1 3/4(DH)3'-11 33 j3-11 �3/4(DH�)3'-1�"3/4(DH) '-1i 3/4�(DH) '-1�"3/�4(DH�) '-11 3/4(DH) '-11 3 4� {DH S_-11 (M)9'-11 1/2— — — (M}9' -it 1/2 {M)9'-11 1/2 (M)9'/2 (M}9' -1i 1/2 (M)9'-11 1/2 {M)9'/2 (M}9'-11 1/2 (M)9'-11 1/2 (M)9'/2 (M)9'- 11 1/2 (M)9'-11 1/2 (M}9'/2 {M)9'-11 1/2 0 3/4 (DH�8=5 3/4 {M)9'/2 1 YLr ((G4�1p'-2 I (C4 0 -2 �04�D'-31 I I E I —(10'-2 C4 q° �C410'-2i—{C4)10'-?�4)1q' "` T" I I I I I I I I I I $1 (C4j9'-1 1/2—(C�iO'-2 L)10°- SC4)10'-2�—(tiD�- �4)1D' �C4�0'-2�—(C4�1D-?a �C4)1D' {C4�D"-.2 T �`I i �1 �1 i` I —(C4)10'-� - �C4)10'-F {C4}102 I - I I I I I I I I I I I I I I T 1 CA rn {M}9'-1 .� {DH�8'-5 3 4 f..� '_ 8 6 I 1/2 (M)9' 1 TDH�B -11 3%4DH �— '- 9 0' I I I I I I I I I I (M)9'-1 1/2 (M)9'-1 1/2 (M}9°-1 1/2 (M}9'-1 1/2 (M)9'-1 1/2 (M)9'-1 1/2 (M)9'-1 1/2 (M)9'-1 1/2 (M)9'-? 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EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 5D TEKPLTO F3 - 12 X 1 SO TEK Pp LLD F4 - 12 X 2 SO TEK PLED � F5 - 12 X 1 1/4 WASHER TEK((PTD )) ZDF6 - 12 X 1 1/4 WASHER ZAC(PTD)(PLTD) W F7 - 12 X 1 1/4 WASHER TEK((PTD)) F8 - 14 X 7/8 WASHER TEK PTD F9 - 14 X 7/B WASHER ZAC PTD (PLTD) VI F10 - 14 X 7/B WASHER TEK PTO F11 - 1/8 PCP RIVET w F12 - 12 X 1 1/4 WASHER TE PTD Z F13 - 12 X 1 1/4 WASHER TEK(PTD� � F14 - 14 X 7/8 WASHER TEK JK L< F15 - 14 X 7/8 WASHER TEK( PTD�(PLTD) F16 - 1/8 POP RIVET - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - INTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - NTERIOR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP - NTERIOR TRIM 2 4 CD C7 n 0 O I`r1 4 J J Q N BLDG 1 PN FRAMING PIAN SCALE 1/8 .$=j1 -o., STEEL DIM. STEEL DIM, --� - STEEL DIM. I (C) COLUMN (RW) WALL PANEL I (F2) (4) PER LOC. (RVI) WALL PANEL I I (DJ) DOOR JAMB I I I I I I 1 (MC) MINI CLIP COILING DOOR (THE) HEAD TRIM (172) (2) PER CLIP 7w m I (G) GIRT � � (DH) DOOR HEADER �74 1 I I ,�,_ Z I (F7) (2) PER LOC. 0 0 I I (MC) MINI CLIP o I (THC) HEADER ANGLE (TCO) CORNER TRIM J g I I I 1 (DJ) DOOR JAMB (TCM) CORNER MULLION ------- (C) COLUMN I COILING DOOR (RW) WALL PANEL© TYPICAL GIRT DOOR MEAD DOOR JAMB C IN 5236 BTR) - 1" ROLL MASTIC CB) - INSIDE CORNER BOX ehM date OLIN} - R PANEL INSIDE FOAM CLOSURE IC q7:72 IV R PANEL OUTSIDE FOAM CLOSURE J - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC L1J N 4 � an - LOW RIB HEAD AND JAMB TRIM OU - CD M - DOOR MULUON COVER TRIM CD DDDR CORNER MULLION C I a- DK - DOWNSPOUT WITH KICK OUT B) - OUTSIDE CORNER BOX C) DSS2) - DOWNSPOUT STRAP c N 1 7 7- 2 I EF) - EAVE FLASHING 0 O I`r1 4 J J Q N BLDG 1 PN FRAMING PIAN SCALE 1/8 .$=j1 -o., STEEL DIM. STEEL DIM, --� - STEEL DIM. I (C) COLUMN (RW) WALL PANEL I (F2) (4) PER LOC. (RVI) WALL PANEL I I (DJ) DOOR JAMB I I I I I I 1 (MC) MINI CLIP COILING DOOR (THE) HEAD TRIM (172) (2) PER CLIP 7w m I (G) GIRT � � (DH) DOOR HEADER �74 1 I I ,�,_ Z I (F7) (2) PER LOC. 0 0 I I (MC) MINI CLIP o I (THC) HEADER ANGLE (TCO) CORNER TRIM J g I I I 1 (DJ) DOOR JAMB (TCM) CORNER MULLION ------- (C) COLUMN I COILING DOOR (RW) WALL PANEL© TYPICAL GIRT DOOR MEAD DOOR JAMB C IN 5236 Central Sege Works project- *.�x{'P'� ayC^tt:S 302 Jane Place, Lowell, AR 72745 customer - (877)770 -5206 fax (800)356-2971 www.centralstotesmfg.com NEW SELF -STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG, IDAHO UNIVERSAL STEEL BUILDINGS BLDG 1 draft -ink BTR) - 1" ROLL MASTIC CB) - INSIDE CORNER BOX ehM date OLIN} - R PANEL INSIDE FOAM CLOSURE IC - LOW RIB INSIDE CORNER TRIM CLOUT} - R PANEL OUTSIDE FOAM CLOSURE 11AA - DOOR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN) - R PANEL INSIDE CORNER TRIM - LOW RIB HEAD AND JAMB TRIM OU - R PANEL. OUTSIDE CORNER TRIM M - DOOR MULUON COVER TRIM CM - DDDR CORNER MULLION OC - LOW RIB OUTSIDE CORNER TRIM DK - DOWNSPOUT WITH KICK OUT B) - OUTSIDE CORNER BOX DSS2) - DOWNSPOUT STRAP PB) - PEAK BOX LLJ = EF) - EAVE FLASHING - PAMIT10N TOP TRIM FRC) - FORMED RIDGE CAP R - RAKE TRIM END CAP V) GE - GUTTER END CAP - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUM- HALL TOP TRIM HC - DOOR HG4D COVER - ROOF TIE IN TRIM H" H - DOOR HEAD TRIM AS - ROOF STIP TRANSITION FLASHING HS - HIGH EAVE TRIM - BASE FLASHING - WAINSCOT TRANSITION TRIM Central Sege Works project- *.�x{'P'� ayC^tt:S 302 Jane Place, Lowell, AR 72745 customer - (877)770 -5206 fax (800)356-2971 www.centralstotesmfg.com NEW SELF -STORAGE BUILDING PROJECT FOR: DELL R BARNEY REXBURG, IDAHO UNIVERSAL STEEL BUILDINGS BLDG 1 draft -ink P.O. boa 14988 sprlagLYAd, mo. 68814-0888 417.848.0886 draft -i n YQabcglebal.nat drawn Hate ehM date TVP 08.03.16 sheet of D-3 100'-0" STEEL DIM. -- (10)10' - 0 BAYS 2 2 2 2 D- - D- D- 9070 9070 9070 9070 9070 9070 9070 9070 9070 9070 4 4 D- D- 5 ca I D- CD �J -_.I Q 2 8 D-- o cc Ln 7 N N LLJ N w N Cn 4 4 I-- o - - c) rn m CD a'. CD uj Q 0- 9 � J � n 00 N N N 0 000 Do ca 00 co co cc co co co Q 5 D Q I i J _I cl� C14 4 4 BLDG 1 9070 9c�7�1 9070 9079 9079 9070 907 9070 9079 9070 P LA �l AR7M 0 N PLAN SCALE 1/8"=1'-0" 10)10'-a BAYS - STEEL DIM. ---STEEL DIM.- -STEEL DIM. STEEL DIM. �- - - STEEL DIM. STEEL DIM. (PL) PARTITION -� (PL) PARTITION PANEL (PA) ANGLE � (PL) PARTITION PANEL COILING DOOR COILING DOOR w (C) COLUMN (PA) ANGLE (M) DOOR MULLION LLI O (PA) ANGLELu J w W LLJ � (C) COLUMN � p (PL) PARTITION (PL) PARTITION J W LLI (RW) WALL PANEL (TMC) MUWON COVER PRO IN PARTITION CROSSING � .__WALL Wf PARTITIC3N � D4OR MULLION ����'� ��E`�r 6236 of W J ZD C:1 W 2 1? U LLJ 2 Ln (PL - 29GA PBR WALL PANEL ((RR - 26GA. PBR ROOF PANEL RW - 26GA PBR WALL PANEL � HTR) - i" ROLL MASTIC TICK) - INSIDE CORNER BOX CLUN) - R PANEL INSIDE FCVA1 CLOSURE EC - LOW RIB INSIDE CORNER TRIM CLOUT)- R PANEL OUTSIDE FOAM CLOSURE JA - DDDR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN) - R PANEL INSIDE CORNER TRIM - LOVA RIB HEAD AND JAMB TRIM R PANEL OUTSIDE CORNER TRIM MC) - DOOR MULLION COVER TRIM � DOOR CORNER MUWON OC - LOW RIB OUTSIDE CORNER TRIM - DOWNSPOUT WITH KICK OUT OCB) - OUTSIDE CORNER BOXCentral � IS2)- DOWNSPOUT STRAP PB - PEAK BOX a EF) - EAVE FLASHING - PARTITION TOP TRIM = FRC) - FORMED RIDGE CAP - RAKE TRIM END CAP u) GE - GUTTER END CAP - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM +K HC - 6408 HEAD COVER - ROOF TIE IN TRIM ~ H - DOUR HEAD TRIM - ROOF STIP TRANSITION FLASHING HS - HIGH EAVE TRIM - BASE FLASHING - WAINSCOT TRANSITION B�AS 843188 4 X 2 X IBCA ANGLE (5.9) - FLOOR BASE ANGLE v Clo BC) - V42516R 4 1/8 % 2 7/8 % IBCA CWWNEL (9.9) - FLOOR BASE CHANNEL � BM) - UR51SR 6 1/8 X 2 7/8 X IBCA. CHANNEL (11.9) - 8" BASE CHANNEL W C4 - 0621 OR 4 X 2 X 1BOA CEE (8,9 - 4' COLUMN Co CS - C6251 GR 5 X 2 1/2 X 16CA CE (11.9) 6' COLUMN DH - 04215R 4 X 2 X 1501 CEE (8.9 w DOOR HEAD W CJ - C43516R 4 X 3 1/2 X IBCA. CEE ((11.9) - DOOR JAMB N I N EC - U4251OR 4 1/8 X 2 7/8 X 16GA. `CHANNEL (9.9) - EAVE CHANNEL U ES - E84316R+/0 3 X 6 X 4 X 16GOL STRUT (13.) - EAVE STRUT (n FC - AS MIANUFACTURm - FLOOR CUP {3)(PL)9'-6 G C4216R 4 X 2 X 'I VA CFE (8.9) - GIRT J - 8421 OR 4 X 2 X 18GA ANGLE (5.9) - HALL TOP ANGLE u HR - C421SR 4 % 2 X IBCA GEE (8.9) - DOOR HEAD REINFORCEMENT (PA)9'-3 JR - C122514R 12 X 2 1/2 X 14GA CEE (17.9) - JACK RAFTER (PA)J'-3{PAj9'-3 M) - C12415R 12 X 4 X IOGA. CFE (20.9) - MULLION U MC - AS MANUFACTURED - MINI CUP Pe4) Z4251OR 2 1/2 X 4 X 2 1/2 X IBCA ZFE (9.9) - ROOF P13RUN w PB -14) Z62516R 2 1/2 X 6 X 2 1/2 X 14G0. ZEE (11.9) - ROOF PURUN PB - Z825ISR 2X142 X 5 X 2 1/2 X 18CA ZEE 13.9 - ROOF PURUN PA - 842168 4 X 2 X IBCA PARTITION AISLE )STRUT RAKE ANGLE m RS - E84318R4/O 3 X 6 XX 4 1X 6GA(5 (13.9) - RIDGE STRUT W J ZD C:1 W 2 1? U LLJ 2 Ln (PL - 29GA PBR WALL PANEL ((RR - 26GA. PBR ROOF PANEL RW - 26GA PBR WALL PANEL � HTR) - i" ROLL MASTIC TICK) - INSIDE CORNER BOX CLUN) - R PANEL INSIDE FCVA1 CLOSURE EC - LOW RIB INSIDE CORNER TRIM CLOUT)- R PANEL OUTSIDE FOAM CLOSURE JA - DDDR JAMB TRIM GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN) - R PANEL INSIDE CORNER TRIM - LOVA RIB HEAD AND JAMB TRIM R PANEL OUTSIDE CORNER TRIM MC) - DOOR MULLION COVER TRIM � DOOR CORNER MUWON OC - LOW RIB OUTSIDE CORNER TRIM - DOWNSPOUT WITH KICK OUT OCB) - OUTSIDE CORNER BOXCentral � IS2)- DOWNSPOUT STRAP PB - PEAK BOX a EF) - EAVE FLASHING - PARTITION TOP TRIM = FRC) - FORMED RIDGE CAP - RAKE TRIM END CAP u) GE - GUTTER END CAP - RAKE TRIM GS - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - HALL TOP TRIM +K HC - 6408 HEAD COVER - ROOF TIE IN TRIM ~ H - DOUR HEAD TRIM - ROOF STIP TRANSITION FLASHING HS - HIGH EAVE TRIM - BASE FLASHING - WAINSCOT TRANSITION 3 OG b D v Clo 3 m � $Z J L� W fa Co ® m I N I N N I N N I N N I N N I N N I N J �rs N ! SSV N I N N I M i�Y M1 M] rh'i M - M �''} M I {3)(PL)9'-6 (3)(pL)9'-1O 3}(PL)9'-10 (3){PL}9'-10 (3)(PL}9'-10 3 (PL}9'-10 {3){PL)g'--1D u (3)(PL}9'-6 PA)9°-3 (PA)9'-3 (PA)9'-3 _ {PA)9'-3 (PA)9'- (PA)J'-3{PAj9'-3 (PA)9'-3 w w Ga r 0c m 00 GO oo � 04 10q � 1 a� � I os m ai w rn a G3 Os 4� [h oa' m - 867fl - 9070 - - -9070- - 9070 - 4070 4070 4070 4070 400 4070 - 9070 - - -9070- - 867Q 8670 9070 4070 4070 4070 4Q7Q 4070 4070 4070 4070 4070 4070 4070 4070 9070 8670 I v l u l I� J I J I J I J (PA)10°-�1�(PA)i0'-11D'�-1 �(PA10'-1`i(PA}10'-110'--1 (PA)10'-1 1!1Y7IA�!PA)10'-1 ;�;,{PA}10'-1 M(PA)10'-1 (PA) 10'-1 v PA)10'-? a(PA)10'-1 (PA)IOP-1 (3,5){PL)9'-5 CD (3.5)(PL)9'- - cy 3,5){PL)?�'-1 o 3.5}(PL)4`-1 3.5)(PL)4`-1 a 3.5)(PL)4'-1C o 3.5)(PL}4'-1 3.5)(pL)4'-1 3.5)(PL)4'-1 3.5)(PL)4'-1 o 3.5){PL)4'-1 3.5)(PL}4'-1 n 3.5)(PL}4'-1 o 3.5){PL)4'-10 (:4.5)(PL}9`-10 0 {3.5}(PL}4'-6 m w m 'a. `sig cr +s w as c� ar -8670 9070 a7Q 4070 4070 4070 4070 4Q7a 4Q7a 407Q 4070 4Q7a 4070 407fl 9070 8670 8670 907Q 9070 9070 4Q7d 4070 4074 4070 4070 4070 9070 9070 8670 I I I I I I I I I I I 1 w a a w a a I I• D- I- (PA)9'-3 (PA)O'-3 (PA)9'-3 (PA)9'-3 �(PA)9'-3 {pA 9'-3 (PA)W-3 (PA)9°-3 (PA)9'-3 (PA)W-3 (3)(PL)9"-6 {�)(PL)9'-td (3)(PL)8'-1D (3)(PL)9'-10 (3)(PL)9'-10 (3)(PL)9'-10 (3){PL)9'-10 (3}(PL)9'-10 {3)(PL)9'-iD (3)(PL}9'-6 Lil N .na N N N N N N N N N N N N d D. Il d d ❑. v v � m w co ca+ w I• cn m cn as w ion w m cn m cn ar u+ Fi - CONIC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 % 1 SD TEK JPLTD F3 - 12 X 1 SD TTA{ PLTD F4 - 12 X 2 SD TEK PLTD J F5 - 12 X 1 1/4 WASHER TEK(PTD] F6 - 12 X 1 1/4 WASHER TAC(}(PLTD) W F7 - 12 X 1 1/4 WASHER TEK( ) UFS - 14 X 7/8 WASHER TEKrFirD� F9 - 14 X 7/8 WASHER ZAC(PLTD) L/1 F10 - 14 X 7/8 WASHER TEK F11 - 1 /8 POP RIVET W F12 - 12 X 1 1/4 WASHER TER PTDjj F13 - 12 X 1 1/4 WASHER TEK(PTD) Ld F14 - 14 X 7/8 WASHER TEK PTD L j F15 - 14 X 7/8 WASHER TEK PTD (PL1U} Fib - 1/8 pop RNET - 845E 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 UAP INTERIOR TRIM LAP - INTERIOR TRIM NEW SELF -STORAGE BUILDING PROJECT FOR: 5mgrk Pie DELL R BARNEY 1d- store ay1€tx5;s �04as,�srx µ:<� REXBURG, IDAHO cu13t17i31B]:• 302 Jane Place, Lowell, AR 72745 UNIVERSAL STEEL BUILDINGS (877)770-5206 fax (800)356-2971 www.centrcilstatesmfg.com BLDG I TRIM p.a. boa 14588 spwing*!®ld mo. 86814-09438 417 848.0888 draft -i nk[a7sbVobel.aet drawn date chltfl gate TVP 08.0.3.1 C> sheet of D-4 IN J w 2 U Tn C.a Z Ld S ILWO E I 0 BA) _ )) U42 6R 4X1/8%X12 81IeGA. CHANN0. 9.9) FLOOR BASE ANGLE - FLOOR BASE CHANNEL -INSIDE CORNER BOX BC6) - U62616R 6 1/8 X 2 /B X 18GA CHANNEL 11.9) - 6' BASE CHANNEL w 04 - 0421 OR 4 X 2 X IWA CEE (8.8) - 4' COLUMN EM 20'-0 C6 - CO251SR 6 X 2 1/2 X 16GA. GTE (11.9) 6" COLUMN GEOCEL) - DH - 04216R 4 X 2 X 18C,A CEE (8.9 _ DOOR HEAD DJ - C4351SR 4 X 3 1/2 X IV (11.9 - DOOR ,IAMB W = EC - U42516R 4 1/8 X 2 7/8 X 16GA.NEL (9.9) - EAVE CF111NME1 U - STRUT (13.9) E64316R+/0 3 X 6 X 4 X 16GA. STRUT - EAYE STRUT DOOR CORNER MUWON OC MANUFACTURED P - 4 0'-B P6- 4 20'-B 0421OR4R 4 XX B(5.9) P6- 420-8P5- J HA - R 18A C4216R 4 X 2 X i6GA CEE (8.9) - HALL TOP ANGLE - DOOR HEAD REINFORCEMENT - PEAK BOX JR - C122514R 12 X 2 1/2 X 14GA. CEE (17.9) - JACK RAFTER I M) - C12418R 12 X 4 X 16GA. CEE (20.9) - MULLION C~j MC AS MANUFACTURE - MINI CUP Z3 P4; Z4251OR 2 1/2 X 4 X 2 1/2 X 16GA. ZEE 9.9) - ROOF PURUN �P6-14) Z62516R 2 1/2 X 6 X 2 1/2 X 14GOL ZEE 11.9 - ROOF PURUN (P6- 4)20'-B P8 - Z82516R 2 1/2 X 8 X 2 1/2X 1BGA. ZEE 13.9) - ROOF PURUN PARTITION ANGLE (P6- 4)2O'-8 P - 5.9 B42 611 4 X 2 X 16TXV151:9 B42S�UT 4/O 6 4 - IIAKE ANGLE - JHC RS - EW16R1611 3 X XX 16G1L (13.9) - RIDGE STRUT J w 2 U Tn C.a Z Ld S ILWO E I 0 (PL} - 29GA PBR WALL PANEL RR})W - 26CA. PBR ROOF PANEL R- 26GA. PBR WALL PANEL Etm)zu -u I 1,cm)cv -u Fl)- CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK �PLTD�F3- 12 X1SO TEKPLTDLLj F4 -12 X 2 SO TEX PLTO F5 - 12 X 1 1/4 WASHERJKPIF8 - 12 X 1 1/4 WASHER ZATD)(PLTD)F7 - 12 X 1 1/4 WASHER TETDLLJ fB14X7f6WASHER jZkc )) F9 - 14 % 7fB WASHER PTD)(PLTD) V) F10 - 14 X 7f8 WASHER PTD)) C+` F11 - 1 f 8 POP RIVET Lai F12 - 12 X 1 t/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK PTD � PTO F14 - 14 X 7/8 WASHER TEK LQF15 - 14 X 7/8 WASHER TEK PTD (PITO) F16 - 1/8 POP RNET k -j- -u - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTRION 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 - INTER OR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM �-- STEEL DIM. (RA) RAKE ANGLE (F7) 0 12' O.C. (TRT) RAKE TRIM I(RR) ROOF PANEL (F2)(2) PER LOC I ® ®I (F7) O 12' O.C. (CLOUT) CLOSURE i 1 1 (P6) PURLIN (RW) WALL PANEL (F2) (6) PER LOCQ3 I . I I -(C) COLUMN RAKE BTR) - 100-0" STEEL DIM. -INSIDE CORNER BOX CUN) - R PANEL INSIDE FOAM CLOSURE IC EM 20'-0 EM 20'-0 CLOUT) - EM 20'-0 EM 20'-0 EM 20'-O GEOCEL) - GUTTER SEAL JC - DOOR JAMB CAP IN) - R PANEL INSIDE CORNER TRIM - LOW RIB HEAD AND JAMB TRIM OV)) - R PANEL OUTSIDE CORNER TRIM M - DOOR MULLION COVER TRIM W CM) - DOOR CORNER MUWON OC - LOW RIB OUTSIDE CORNER TRIM P - 4 0'-B P6- 4 20'-B B) P6- 420-8P5- 4 20-6 P6- 4 2O'-8 STRAP PB - PEAK BOX I I I I I I I I FRC) - d - RAKE TRIM END CAP V) - GUTTER END CAP - RAKE TRIM - GUTTER HANGER STRAP (P6- 4)20'-B (P6- 4)20'-8 _ (P6- 4)20'-6 (P6- 4)2O'-8 (P6- 4)20'-8 - HALL TDP TRIM H - JHC DOOR HEAD COVER I � I - I lI - ROOF STEP TRANSITION FLASHING (P6 -}II 4)20'-8 I� I (P6-}4)20'-8 I II (P6-14)20'-8 I II (P6-14)20'-8 I (P6 -14)20'-B - WAINSCOT TRANSITION TRIM I (P6-14)20'-8 I I 1 (P6 -14)20'-B I 1 I 1 (P6-14)20'-8 I (P6-14)20'-8 I { 1 (P6 -14)2O' -B I (P6- 4)20'-8 I I I P6- 4 20'-8 I I I I I 1 (P6- 4)20'-B I I (P6- 4)20'-8 I I I I (P6- 4)20'-8 I I I I I I I I I I LN - -- a I I ! I I I I I' (EC)2P'-0 I (EC)2 0 P� (EC) '-0 (EC)2p--O P I I I I I I I I I C/') (P6-14)20'-8 (P6- 4)2O'-6 (P6-14)20'-8 (P6- 4)20'-8 (P6- 4)20'-B CD I I I I I II (EC)26.-O I I _ II I EC 2b' -O I II EC 2b'-0 I jj EC 20'-O I I EC 2O'-0 QCT I I I I I I I I I I I I I N I EC 2p -0 II EC 2p -0 II EC 2p -0 EC 2p -0 II EC 2p -0 I I I I I I D� 0g I I I I I I I I I I I I I I 1 I i I I I I I I I I I I I I I f I I I kroI - - I 1 - - I I I I I - - I I - - I I J - - - - -(Pb- - -IS N a I 1 1 1 I 1 1 1 I 3 _ Q CM 2 I I I I I 2 1 (PL} - 29GA PBR WALL PANEL RR})W - 26CA. PBR ROOF PANEL R- 26GA. PBR WALL PANEL Etm)zu -u I 1,cm)cv -u Fl)- CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SD TEK �PLTD�F3- 12 X1SO TEKPLTDLLj F4 -12 X 2 SO TEX PLTO F5 - 12 X 1 1/4 WASHERJKPIF8 - 12 X 1 1/4 WASHER ZATD)(PLTD)F7 - 12 X 1 1/4 WASHER TETDLLJ fB14X7f6WASHER jZkc )) F9 - 14 % 7fB WASHER PTD)(PLTD) V) F10 - 14 X 7f8 WASHER PTD)) C+` F11 - 1 f 8 POP RIVET Lai F12 - 12 X 1 t/4 WASHER TEK(PTD) Z F13 - 12 X 1 1/4 WASHER TEK PTD � PTO F14 - 14 X 7/8 WASHER TEK LQF15 - 14 X 7/8 WASHER TEK PTD (PITO) F16 - 1/8 POP RNET k -j- -u - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTRION 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 - INTER OR WALL PANEL LAP - INTERIOR TRIM LAP - INTERIOR TRIM �-- STEEL DIM. (RA) RAKE ANGLE (F7) 0 12' O.C. (TRT) RAKE TRIM I(RR) ROOF PANEL (F2)(2) PER LOC I ® ®I (F7) O 12' O.C. (CLOUT) CLOSURE i 1 1 (P6) PURLIN (RW) WALL PANEL (F2) (6) PER LOCQ3 I . I I -(C) COLUMN RAKE BLDG PIAN ROOF. 1 PLAN SCALE 1/8 $1 -v -01i 4'9 I STEEL DIM. -- t (F7) AT 3'-D' O.C. (CUN) CLOSURE STEEL DIM. ---STEEL DIM. MASTIC AT TDP dt I (TGS) AT 3'-0' O.C. i BTM OF CLOSURE 1 (RR) ROOF PANEL (RR) ROOF PANEL (F7) AT 3'-0' O.C. -Efl-- - - - - -- 4E-- (TGU) GUTTER I (EC) EAVE CHAN. (F2) (4) PER LDC, (RW) WALL PANEL (TDK) DDWNSPOUT I(C) COLUMN LOW EAVE WITH GUTTER NEW SELF -STORAGE BUILDING PROJECT FOR: Central S tnrage Works project- DELL R BARNEY g1z,z REXBURG, IDAHO 302 Jane Place, Lowell, AR 72745 customer- UNIVERSAL STEEL BUILDINGS (877)770---5206 fax (800)356-2971 www.centralstatesmfg.com BLDG 1 5236 0 Of n - draft -ink p.e.box 14585 epriagYield, ato. 688A4-0588 417.848.0889 draft -ink jft91dbma.aset dravm date ehkd date TVP 06.03 16 _ sheet Of D�5 BTR) - 1. ROLL MASTIC CB) -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 - LOW RIB HEAD AND JAMB TRIM OV)) - R PANEL OUTSIDE CORNER TRIM M - DOOR MULLION COVER TRIM W CM) - DOOR CORNER MUWON OC - LOW RIB OUTSIDE CORNER TRIM OK)) - DOWNSPOUT WITH KICK OUT B) - OUTSIDE CORNER BOX (n OSS2) -DOWNSPOUT STRAP PB - PEAK BOX LLJ EF) - EAVE FLASHING - PARTTITON TOP TRIM C) FRC) - FORMED RIDGE CAP - RAKE TRIM END CAP V) - GUTTER END CAP - RAKE TRIM - GUTTER HANGER STRAP CC - HALL CEILING CLOSURE - POST HUNG GUTTER SA - HALL TDP TRIM H - JHC DOOR HEAD COVER ) - ROOF TIE IN TRIM - DOOR HEAD TRIM - ROOF STEP TRANSITION FLASHING - HIGH EAVE TRIM 0 - BASE FLASHING - WAINSCOT TRANSITION TRIM BLDG PIAN ROOF. 1 PLAN SCALE 1/8 $1 -v -01i 4'9 I STEEL DIM. -- t (F7) AT 3'-D' O.C. (CUN) CLOSURE STEEL DIM. ---STEEL DIM. MASTIC AT TDP dt I (TGS) AT 3'-0' O.C. i BTM OF CLOSURE 1 (RR) ROOF PANEL (RR) ROOF PANEL (F7) AT 3'-0' O.C. -Efl-- - - - - -- 4E-- (TGU) GUTTER I (EC) EAVE CHAN. (F2) (4) PER LDC, (RW) WALL PANEL (TDK) DDWNSPOUT I(C) COLUMN LOW EAVE WITH GUTTER NEW SELF -STORAGE BUILDING PROJECT FOR: Central S tnrage Works project- DELL R BARNEY g1z,z REXBURG, IDAHO 302 Jane Place, Lowell, AR 72745 customer- UNIVERSAL STEEL BUILDINGS (877)770---5206 fax (800)356-2971 www.centralstatesmfg.com BLDG 1 5236 0 Of n - draft -ink p.e.box 14585 epriagYield, ato. 688A4-0588 417.848.0889 draft -ink jft91dbma.aset dravm date ehkd date TVP 06.03 16 _ sheet Of D�5 �— STEEL DW. HALL DIM. ---- (C4) COLUMN I l l Q (� HALLHALL ABLE T� (HA) HALL ANGIE -�—STEEL DIM. HALL DIM. (RR) 'R' ROOF PANEL I (RW) CEILING (F15) (EC) CHANNEL (F2) (2) PER LOC. CD f I (C4) COLUMN (RW) HALL PANEL cc EILING HALL CHAh J d w C3 C/7 C7 Z W S V) PL - 29GA PBR WALL PANEL RR - 26GA PBR ROOF PANEL - 26GA PBR WALL PANEL FI - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SO TEK�PLLTD TD F3 - 12 X 1 SO TEK wF4 - 12 X 2 SO TEK PLTD F5 - 12 X 1 1/4 WASHER K((PTD F6 - 12 X 1 1/4 WASHER IAC(PTD�(PLTD) Lit F7 - 12 X 1 1/4 WASHER TEK(PTDjjjjjj F8 - 14 X 7/8 WASHER TEK ((PTD}} u P9 - 14 X 7/8 WASHER ZAC(PTD)(PLTD) (n FO) - 14 X 7/5 WASHER TEK PTO G_ F11 - 1/8 POP RIVET F12 - 12 X 1 1/4 WASHER TEK PTD Z F13 - 12 X 1 1/4 WASHER TEK(PTD) LiJ F14 - 14 X 7/8 WASHER TEK PTD I j FI5 - 14 X 7/8 WASHER TEK�PfD (PLTD) I¢ 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 IAP - EXTERIOR TRIM INTERIOR WAIL SHEETING - NTERIOR TRIM DRILLER - INTERIOR WALL PANEL LAP NTERIOR TRIM LAP - INTERIOR TRIM (F2) (4) PER LOC. (F9) 18" O.C. CONT. MASTIC 0 PANEL LAP T' 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) (F6)-(6) PER EAVE/RIDGE PER SHEET (F6)-(3) PER PURLIN PER SHEET \4! 12" - 12" 12" (F7)-(3) 3' COVERAGE PER GIRT PER SHEET (F10) 24" O.C. MAX —STEEL DIM. —�— STEEL DIM. - -8" 8" (MIN) LAP F - (RR) 'R' ROOF PANEL I f �■iw _ _ AM Is all 19 I (P6) PURLIN I I L (P6) PURLIN (F2) (9) PER LOC. I (C) COLUMN I I ! PURLIN SPLIGE SIdF STEEL DIM._—STEEL DIM.— (RR) IM.----- (RR) 'R' ROOF PANEL I (F2} (9) PER LOC. (P6) PURLIN (P6) PURLIN PURLIN S�'LICE SECTION - B431 OR 4 X 2 X 16GA ANGLE 5.9) - FLOOR BASE ANGLE - INSIDE CORNER BOX - U4251OR 4 1/8 X 2 7/8 X 1 OG& CHANNEL9.9) - FLOOR BASE CHANNEL IC) - U62516R 6 1/8 X 2 7/8 X 16GA CHANNEL 11,9) - 8" BASE CHANNEL Ld C4 - C6 C421 SR 4 X 2 X 16GA CEE (8.9) 6 X 1/2 X IWA CFE - V COLUMN 6' CDLUMN GEOC ) - OH - CM51SR 2 (11.9) C421 OR 4 X 2 X IOGI1 CEE (8.9) DOOR HELD d W DJ - C4351 OR 4 X 3 1/2 X 16GA, CEE 11.9 U4251 OR 4 1/8 X 2 7/8 X 161 EL (9.9) - DOOR JAMB - EAYE CHANNEL - LOW RIB HEAD AND JAMB TRIM - OU CM - R PANEL OUTSIDE CORNER TRIM - DOOR CORNER MULLION U ES - =TOR+/0 3 X 6 X 4 X 16GA. STRUT (13.9) - CAVE SW U7 FC - AS MANUFAL'TURII - FLOOR CUP 0 ) G - C4216R 4 X 2 X 18GkCEE - GIRT Ld - B421 OR 4 X 2 X 18a(92.9) - HALL TOP ANGLE - PARTITION TOP TRIM HR - JR C4216R 4 X 2 X 1860. CEE 89 EE - ODOR HEAD REINFORCEMENT JACK RAPIER - M) - C122514R 12 X 2 1/2 X 1 (17.9) C12416R 12 X 4 X IBCA CEE (20.9) - - MULLION 0 MING AS MANUFAMRED - MINI CUP GS P4� Z42SISR 2 1/2 % 4 X 2 1/2 X 18GA ZEE (9.9) - ROOF PURLIN 4' PG -14) Z82516R 2 1/2 X 6 X 2 1/2 X 14GA ZEE (11,9) - ROOF PIIISJN - WILL TOP TRIM P8 - Z82518R 2 1/2 % 8 X 2 I/2 X 16GA ZEE (13.9) - ROOF PURLIN DOOR HEAD COVER PA - B4216R 4 X 2 % 18CA PARTITION ANGLE H RA - 84218R 4 X 2 X 18GA ANGLE 5.9 - RAKE ANGLE RS - E64316R-/O 3 X 6 X 4 X 16GA. STRUT (13.9) - RIDGE STRUT J d w C3 C/7 C7 Z W S V) PL - 29GA PBR WALL PANEL RR - 26GA PBR ROOF PANEL - 26GA PBR WALL PANEL FI - CONC. EXP. ANCHOR (SIZE BY CUSTOMER) F2 - 12 X 1 SO TEK�PLLTD TD F3 - 12 X 1 SO TEK wF4 - 12 X 2 SO TEK PLTD F5 - 12 X 1 1/4 WASHER K((PTD F6 - 12 X 1 1/4 WASHER IAC(PTD�(PLTD) Lit F7 - 12 X 1 1/4 WASHER TEK(PTDjjjjjj F8 - 14 X 7/8 WASHER TEK ((PTD}} u P9 - 14 X 7/8 WASHER ZAC(PTD)(PLTD) (n FO) - 14 X 7/5 WASHER TEK PTO G_ F11 - 1/8 POP RIVET F12 - 12 X 1 1/4 WASHER TEK PTD Z F13 - 12 X 1 1/4 WASHER TEK(PTD) LiJ F14 - 14 X 7/8 WASHER TEK PTD I j FI5 - 14 X 7/8 WASHER TEK�PfD (PLTD) I¢ 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 IAP - EXTERIOR TRIM INTERIOR WAIL SHEETING - NTERIOR TRIM DRILLER - INTERIOR WALL PANEL LAP NTERIOR TRIM LAP - INTERIOR TRIM (F2) (4) PER LOC. (F9) 18" O.C. CONT. MASTIC 0 PANEL LAP T' 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) (F6)-(6) PER EAVE/RIDGE PER SHEET (F6)-(3) PER PURLIN PER SHEET \4! 12" - 12" 12" (F7)-(3) 3' COVERAGE PER GIRT PER SHEET (F10) 24" O.C. MAX —STEEL DIM. —�— STEEL DIM. - -8" 8" (MIN) LAP F - (RR) 'R' ROOF PANEL I f �■iw _ _ AM Is all 19 I (P6) PURLIN I I L (P6) PURLIN (F2) (9) PER LOC. I (C) COLUMN I I ! PURLIN SPLIGE SIdF STEEL DIM._—STEEL DIM.— (RR) IM.----- (RR) 'R' ROOF PANEL I (F2} (9) PER LOC. (P6) PURLIN (P6) PURLIN PURLIN S�'LICE SECTION (C) COLUMN (F7)-(3) PER GIRT PER SHEET La C5 w ►a PANEL -LOC PARTITION SHEET FASTENING —STEEL DIM. STEEL DIM.----- (RR) 'R' ROOF PANEL — — TOS -- --, — Ile all II I� (P6) PURLIN l I (F2) (6) PER LOC. (C) COLUMN l l I n2PLJRLIN SI IF STEEL DIM.STEEL DIM. I l (RR) 'R' ROOF PANEL I NEW SELF—STORAGE BUILDING PROJECT FOR: Central ftnrage Works project- DELL R BARNEY REXBURG, IDAHO 302 Jane Place, Lowell, AR 72745 customer- UNIVERSAL STEEL BUILDINGS (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com BLDG I draft -ink p.a. baa 14588 epringlleld, mo, 688140888 417.B48.OS86 draft-iuk@je cdL6baLzLat draws date ob3td date TVP 08.03.16 sheet of ID -6 BTR) - 1- ROLL MASTIC CB) - INSIDE CORNER BOX CLIN) - R PANEL INSIDE FOAM CLOSURE IC) - LOW RIB INSIDE CORNER TRIM CLOD - R PANEL OUTSIDE FOAM CLOSURE JA) - DOOR JAMB TRIM GEOC ) - GUTTER SEAL JC - DOOR JAMB CAP IN) - R PANEL INSIDE CORNER TRIM - LOW RIB HEAD AND JAMB TRIM W OU CM - R PANEL OUTSIDE CORNER TRIM - DOOR CORNER MULLION MC OC - DOOR MULLION COVER TRIM - LOW RIB OUTSIDE CORNER TRIM Z:) DK - DOWNSPOUT WITH KICK OUT B) - OUTSIDE CORNER BOX 0 0 ) - DOWNSPOUT STRAP PB - PEAK BOX Ld - EAVE FLASHING - PARTITION TOP TRIM 1 Q FERC) - FORMED RIDGE CAP - RAKE TRIM END CAP X!7 G - GUTTER END CAP - RAKE TRIM GS GUTTER HANGER STRAP CC - HALL CEILING CLOSURE GU - POST HUNG GUTTER SA - WILL TOP TRIM HC DOOR HEAD COVER - ROOF TIE IN TRIM H _ DOOR HEAD TRIM - ROOF STEP TRANSITION FLASHING HS - HIGH EAVE TRIM - BASE FLASHING - WAINSCOT TRANSITION TRIM (C) COLUMN (F7)-(3) PER GIRT PER SHEET La C5 w ►a PANEL -LOC PARTITION SHEET FASTENING —STEEL DIM. STEEL DIM.----- (RR) 'R' ROOF PANEL — — TOS -- --, — Ile all II I� (P6) PURLIN l I (F2) (6) PER LOC. (C) COLUMN l l I n2PLJRLIN SI IF STEEL DIM.STEEL DIM. I l (RR) 'R' ROOF PANEL I NEW SELF—STORAGE BUILDING PROJECT FOR: Central ftnrage Works project- DELL R BARNEY REXBURG, IDAHO 302 Jane Place, Lowell, AR 72745 customer- UNIVERSAL STEEL BUILDINGS (877)770-5206 fax (800)356-2971 www.centralstatesmfg.com BLDG I draft -ink p.a. baa 14588 epringlleld, mo, 688140888 417.B48.OS86 draft-iuk@je cdL6baLzLat draws date ob3td date TVP 08.03.16 sheet of ID -6