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DATE: 6/2v2ozs I PAGE
toFSDRAWN BY: C. EVANS
DWG NO: FB620s0r005r8xB2wD-R r53498zREV-FVpp+4c
TITIE: zo X 50.-2,,X IO.FRoNTIER BUILDINGT& ZC-@nsufiting Services, l["]-C
1l[28 tNlShevlin Court
Sewiidkhy, PA 15143
PROJECT: VERSATUBE FRONTIER BUILDINGSTRIU'C"IIiIJRAL DES IGNI
SEAL
OVERHOLT SHEDS
FVPP+4C
PARACHUTE, CO 8I635
20'x50'-2" x l0'
0710512023
DRAWING INDEX
1.
2.
3.
4.
5.
6.
7.
8.
9.
COVER PAGE
ELEVATIONS
FRONT GABLE DETAILS
ROOF WALL SECTION DETAILS
BACK GABLE DETAILS
SHEET METAL INSTALL DETAILS
BASE RAIL LAYOUT DETAILS
FOUNDATION DETAILS
ANCHOR DETAILS
MATERIALS:
1. SIDE POSTS, RAFTERS, PEAKS, DOOR HEADERS, DOOR JAMBS,
BASE RAILS, HEIGHT EXTENSIONS:
2"X3" 14 GA t0l5 STEEL,50 KSt
DESIGN CRITERIA:
2. END WALL VERTICALS & BASE RAILS, COLLAR TIE
2" X 2" l5 GA l0l 5 STEEL, 50 KSt
CODE COMPLIANCE: 20I5 IBC
OCCUPANCY GROUP: U-I
3:12 PITCH
3. WEB BRACES:I | /2" X I 1/2" 18 GA 1008 STEEL, 45 KSI
4. HAT CHANNEL (ROOF PURLTNS):
1B GA, I OI O STEEL, 50 KSI
5. BRACKETS:
BK-60, BK-61: 14G4,50 KSISTEEL
BK-I0, BK-20, BK-WEB-I .SSQ: l2GA, 50 KSI STEEL
BK-BPR-24: I6GA, 50 KSI STEEL
BK-40: l8GA, 50 KSI STEEL
1. DEAD LOAD: 2 PSF
2. ROOF SNOW LOAD:50 PSF
GROUND SNOW LOAD: 66.2 PSF
3. WIND LOAD: VULT l20 MPH, EXPOSURE (C)
STRUCTURAL RISK CATEGORY: ll
4. SEISMIC CATEGORY: B
5. ON CENTER FRAME SPACING:5'
ROOF HAT CHANNEL SPACING: 19 7 /16"
6. SHEET METAL: PROVIDED BY OTHERS
SCALE: l:96
THE INFORMATION CONTAINED IN THIS DRAWING 15 THE SOtE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY
REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED.
NOTE TO BUILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CATCULATIONS ARE VALID ONLY FOR STRUCTURES
MANUFACTURED BY VERSATUBE BUILDING SYSTEMS. VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL.
@ VERSATUBE BUILDING SYSTEMS 2023
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DRAWN BY: C. EVANS DATE: 6/2112023 I PAGE
20F8
DWG NO: F86205010051 8x82wD-R_1534987REV-FVPP+4c
T & Z Consuhimg Servilce, ll ll c
1428 lN Sltnevldrn Court
SewickEey" PA15143
TITIE: zo X 50,-2.' X IO' FRONTIER BUILDING
STR{..!CT{,N RAI- D ES IGINI PROJECT: VERSATUBE FRONTIER BUILDING
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THE INFORMATION CONTAINED IN THIS DRAWING IS lHE SOLE PROPERTY OF VERSATUBE BUILDING SYSIEMS ANY
REPRODUCTION IN PART OR WHOLE WITHOUT THE WRIIIEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED.
NOTE TO BUILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES
MANUFACTURED BY VERSATUBE BUILDING SYSTEMS. VERIFICATION 15 RECOMMENDED PRIOR TO BUILDING APPROVAL.
O VERSATUBE BUILDING SYSTEMS 2023
SEAL
OVERHOLT SHEDS
FVPP+4C
PARACHUTE, CO 8I635
20'x50'-2" x l0'
0710512023
ANCHOR AT
EVERY POST
5'-0"
TYPICAL
50'-2"
TOP ETEVAIION VIEW
SCALE: 1:64
-l
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DATE: 6/2v2o23 I PAGE
30F8DRAWN BY: C. EVANS
DWG NO: FB62050100518x82wD-R 1534987REV-FVPP+4c
TITIE: zo' X 50 -2'' X IO. FRONTIER BUILDINGT & Z Gonsuhfrrng Servrices, ILLC
1428 N Sheneldra C.ourt
Sewickley, PA15143
STRq.JCTU.JR.AI- DE.SIGN PROJECT: VERSATUBE FRONTIER BUILDING
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THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY
REPRODUCTION IN PART OR WHOIf WITHOUT THE WRMEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED.
NOTE TO BUILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VAIID ONLY FOR STRUCTURES
MANUFACTURED BY VERSAIUBE BUILDING SYSTEMS, VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL.
@ VERSATUBE BUILDING SYSTEMS 2023
SEAL:
OVERHOLT SHEDS
FVPP+4C
PARACHUTE, CO 8I635
20'x50'-2" x l0'
07to512023
FRONT
81314',
3',-2"l'-10"
IEFT SIDE VIEW
FOR EACH WALK DOOR:
I
I
3
I
7100-8175
7100-5775
BK-I O
BK-20
19 7/16"3:12 PITCH
TRUSS BRACING ON
ALL INTERIOR FRAMES
FRONT
l0'-0"
12'-8 5/15"
APPROX.
PEAK
HEIGHT8'-0"gt 3/4'
6'-0"8'-0"38"l'-10"20'-0"
20'-4"RIGHT SIDE VIEW
FRONT VIEW
BACK VIEW
SCALE: l:96
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2345678
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DATE: 6/21/2023 I PAGE
40F8DRAWN BY: C. EVANS
DWG NO: FEo2oior8x8 1s34987
TIILE: zo' X 5O'-2,, X IO. FRoNTIER BUILDINGT & Z bnsukiirnrg Senvilces" lLl-C
1428|N Shevliim Ciourt
Smdckfien PA!"51IS3
PROJECT: VERSATUBE FRoNTIER BUILDINGSTRIJCTIIJ RAI- IDES [Glr{
22.00x2.00x22.00, 5/8" HoLE7400-2200P625t0
2T CONNECTOR7I -BE-T9
2L-CONNECTOR7I -FE-LB
22.00x2.00xr 6.007400-16007
5FLAT BRACKETBK-206
I2.00x3.00x96.007100-96005
2.OOX2.00X47.507400-47504
6CORNER BRACKETBK-I O3
22.00x3.00x 116.257100-t 1 6252
22"SQ X 117 1/2"7400-11750I
QTYDESCRIPTIONPART NUMBERITEM NO 6s*Onne(,
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36817
SEAL:
OVERHOLT SHEDS
FVPP+4C
PARACHUTE, CO 8I635
20'x50'-2" x l0'
0710512023
32"
TYPICAL
r0'-0"
B'-0"
JAMB POST
VERTICAL BK-20
ATTACH WITH
(6)#r2X r'
SELF-DRILLING
SCREWS;
CONNECTS
VERTICAL TO
RAFTERS
BK-I O ANGLE BRACKET,
AnACH wl (6) #12X3/4"
SELF-DRILLING SCREWS
DOOR
HEADER
BK-10 ANGLE
BRACKEI
SECURE WITH
(6) #12
SCREWS
B'-0"6'-0"
DOOR
HEADER 20'-0"
VERTICAL
POST
BK.IO ANGTE BRACKET,
END WAII HEADER IO VERIICAT VERTICAL TO HEADER FI.AI BRACKEI TO VERIICAT FRONT ENCTOSURE DETAITS
SCALE: l:48
BASE RAIL VERTICAL
EXTENTTON W/ (2)
# I2 FASTENERS ON
INSIDE OF FRAME
GARAGE
OPENING
CORNER L
BK-I O ANGLE
BRACKET, ATTACH
w/ {6) SCREWS CONNECTOR
END WALL
BASE RAIL BASE
END BASE
BASE RA|L W/ (2)
# ]2 FASTENERS ON
INSIDE OF FRAMERAIL
END WAtt BASE RAIL
TO EAVE WALT 'T'CONNECTIONS END WALL DOOR t CONNECIION
<l-
\
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUITDING SYSTEMS ANY
REPROOUCTION IN PART OR WHOLE WITHOUT THE WRMEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED.
NOTE TO BUITDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES
MANUFACTURED BY VERSATUBE BUITDING SYSTEMS. VERIFICA1ION IS RECOMMENDED PRIOR TO BUILDING APPROVAL.
@ VERSATUBE BUILDING SYSTEMS 2023
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DAIE: 6/21/2023 | gA?'uDRAWN BY: C. EVANS
DWG NO:zoxto RWs TB6R l.5se BK-40 DBL BK-60&6r .325 BoLT GR8 cT.I
TITLE: zo' X 5O'-2'' X IO' FRONTIER BUILDINGll-& Z Consulting Senvrices, ILLC
1428 N Shevllm C.ourt
Sewickleg PAt5143
STRUCTURAL DESIGhI PROJECT: VERSATUBE FRoNTIER BUILDING
4BASE REINFORCEMENT BRACKETBK-BPR-2416
22"X3" X 2' EXTENSIONHE.2t5
28'SIDE POST7r -500814
I3/8" x 1.25" Bolt, Wosher & Nut,
Grode B; HEXB375Xl 25GRB,
LOCKW375GR8, HEXN375GR8
HEXB375XI 25GRB
Assemblyl3
26I.5'' WEB BRACEr .ssQ-wE8-6150l2
2CORNER BRACKETBK-40ll
2
.5 x 3" Corrioge Bolt, Wosher & Nut,
Grode 8; CB05X3GR8, FW05GR8,
NYLNOsGR8
CB05X3GR8 Assemblyl0
9WEB BRACKETBK-WEB-I.5SQI
22" X 3'' RAFTER, 2 SWAGES7r -8000B
ICENTER COLLAR TtE, (2l..56r HOLES74-2H.562-11107
IPEAK7t-60006
236 112" WEB BRACEr.5sQ-wEB-36505
222.50" WEB BRACEr.ssQ-wE8-22504
22X2X101" - 2 HOLES74-SQH-50503
2COLLAR TIE BRACKETBK-602
2COLLAR TIE BRACKETBK-6II
DESCRIPTIONPART NUMBERITEM NO.QTY
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY
REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITIEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED.
NOTE TO EUILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES
MANUFACTURED BY VERSATUBE BUILDING SYSTEMS. VERIFICATION IS RECOMMENDED PRIOR TO BUITDING APPROVAL.
O VERSATUBE BUILDING SYSTEMS 2023
SEAL
OVERHOLT SHEDS
FVPP+4C
PARACHUTE, CO 81635
20'x50'-2" x l0'
0710512023
L.-,'-.'
' typtclL
POST RECEIVER END OF
SIDE POST RAFTER PEAK
#12x314"
SELF.DRILLING POST RAFTER
SCREWS #12X 3/4"
SELF-DRILLING
SCREWS, 2 PLACESRAIL #12X
PIN
#12x3/4"
HEIGHT
EXTENSION
4 SELF-DRILLING
SCREW, 4 PLACES
BASE RAII TO SIDE POST HEIGHT EXTENSION TO SIDE POST SIDE POST TO RAFIER DETAIT PEAK TO RAFTER
CENTER TIE
SWAGED BOTH
ENDS
POST 20'-0"
COLLAR TIE
BRACKET LENGTH
TUBE WITH
SQUARE
HOLE
BK-BPR-24
ATTACH W/
(r0)scREWsOF
.s"x3.00" GRADE I
CARRIAGE BOLT,
WASHER, NUT
20' X I O' ROOF WALT SECTION WITH
TYPE6R TRUSS BRACING DETAITS
SCALE: l:48
COLLAR
TIE
#12X 3/4"
SELF-DRILLING
SCREWS.
I6 PLACES COI.IAR TIE
SWAGE CONNECTION
(2)SCREWS
AT FRAME
CONNECTION
COttAR TIE BRACKET BASE RAIL
BK.BPR.24 TO SIDE POST
t.s"sQ. wEB
I.s''SQ KNEE
BRACE3/8'BOLT.
(GRADE 8],
NUT &
WASHER
BRACE
CORNER
BRACKET3/8" BOLT,
(GRADE 8)
NUT &
WASHER
SIDE
POST
L55Q
3/8" BOLT,
(GRADE 8)
NUT &
WASHER
BK.WEB.1.55Q
ATTACH W/
(5) SCREWS
ATTACH TO SIDE
ATTACH W/
(5) SCREWS
BK-WEB-I.55Q POST w/ (4)
PER SIDE OF
SCREWS
BRACKETANACH W/
(5) SCREWS
DOUBTE WEB BRACES
TO BRACKET KNEE BRACE IO BRACKET
l.s"sQ. wEB
EAVE CORNER BRACKET
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DRAWN BY: C. EVANS DAIE: 6t2v2o23 I PAGE
60F8
DWG NO: BEo2olo-3v-1534987
T & Z C-omsuhinrg Sernuires, LLC
tu1.28 hl Shevliim Court
Sondcfl<Ney" PA1l51t43
TITIE: zO' X 5O'-2.. X I O' FRONTIER BUILDING
STRq'ICTIIJ RA[- DESIG N PROJECT: VERSATUBE FRONTIER BUILDING
B 7400-4700P625 2.00x2.00x 47 .00, 5/8" HOLE 2
1 74-8\75 32"sq X 81 3/4", SWAGED
6 7400-3700 2.00x2.00x37.00 2
71-BE-T5 3T CONNECTOR
4 BK-I O CORNER BRACKET 2
3 BK-20 3FLAT BRACKET
2 7400-6150 2.00x2.00x61.50 I
7400-4675I 22.OOX2.O0X46.75
PART NUMBERITEM NO QTYDESCRIPTION
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY
h.eFiooUCiioN iII FAnr on wuoir wlIHoUT THE WRIIIEN PERMI55ION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED.
NOTE TO BUILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES
iiXi.r-ureciunrb ev VEnseruee s0tLDtNc sysTEMs. vERrFrcATroN rs REcoMMENDED PRtoR To BUItDING APPRovAL.
@ VERSATUBE BUILDING SYSTEMS 2023
SEAL:
OVERHOLT SHEDS
FVPP+4C
PARACHUTE, CO 81635
20'x50'-2" x l0'
0710512023
57"
TYPICAL
l0'-0"
BK-20
ATTACH WITH
[5) #r2 X I'
SELF-DRILLING
SCREWS;
CONNECTS
VERTICAL TO
RAFTERS
VERTICAL
POST 20'-0"
FTAT BRACKET TO VERTICAT
BACK ENCTOSURE DETAITS
SCALE: l:48
BASE RAIL VERTICAL
BK-IO ANGLE
BRACKET, ATTACH
w/ (6)scREws
"T"
CONNECTOR
END WALL
BASE RAIL BASE
RAIL
END WAtt BASE RAIL
IO EAVE WALL 'T'CONNECIIONS
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234567I
DATE: 6/2v2023 I PAGE
7 0FADRAWN BY: C. EVANS
DWG NO: F862050r005r8x82wD-R r53498zREV-FVpp+4c
TITIE: zo' x s0'-2" x r0' FRoNTTER BUTLDTNGT & Z &nsuhiirng Serviices" ILLC
11128 fltl Stnetdirn Gurrt
Sewickley, PA1.5143
PROJECT: VERSATUBE FRONTIER BUILDINGsTR{..sc-r|l..f RAL DES!@{
55rr;ot*o(-!
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368',{7
SEAL:
OVERHOLT SHEDS
FVPP+4C
PARACHUTE, CO 8I635
20'x50'-2" x l0'
+I 0710512023
A A REFER TO
BACK ENCLOSURE
FOR DETAILS
POSITION STARTER
BASE RAIL SO THAT
DOUBLE ANCHORS
FALL IN SECOND BAY
TO AVOID WALK DOOR
l'-10"
INSTALLATION 3'-2"
WALK
3'-2"
71-4712
2"X3" X ',I0'
EXTENSION BASE RAIL
5'ON CENTER
4 PLACES EACH SIDE
DOOR
OPENING
WALK
DOOR
OPENING 71-4713
2"X3" X 1o',
STARTER BASE RAIL
5'ON CENTER
I PLACE EACH SIDE
I'-l
REFER TO
FRONT ENCLOSURE
FOR DETAILS
5',-o"
TYPICAL
50'-2"
-0" x B'-0"
GARAGE
OPENING
20'-0"5'-0"
BASE RAIL TAYOUT DETAITS
SECTION A-A
SCALE 1 : 64
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY
REPRODUCTION IN PART OR WHOLE WITHOUT THE WRINEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED.
NOTE TO BUILDING DEPARTMENT OFFICIAT: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES
MANUFACTURED BY VERSATUBE BUtLDtNG sysTEMs. vERrFtcATtoN ts REcoMMENDED pRtoR To BUtLDtNG eppnovAr.
@ VERSATUBE BUILDING SYSTEMS 2023
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DATE: 6t2t /2023 | ;A?EDRAWN BY: C. EVANS
DWG NO: CONCRETE ANCHOR DETAIL
TIIIE: zo, X 5O'-2'. X I O. FRONTIER BUILDING
PROJECI: VERSATUBE FRoNTIER BUILDING
T & Z Connsulltilng Services, LLC
L4.2ElNl$henlin Court
sewildldley, PA 15143
STRU.JJCTIjJRAL D ES I GNTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY
REPRODUCTION IN PART OR WHOTE WITHOUT THE WRTIEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED.
NOTE TO BUILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES
MANUFAC1URED BY VERSATUBE BUILDING SYSTEMS. VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL.
@ VERSATUBE BUILDING SYSTEMS 2023
INSTALLATION: USING HAMMER DRILL AND A 1/2" CONCRETE DRILL
BIT, DRILL A HOLE INTO THE CONCRETE 5''. REMOVE DEBRIS FROM
HOLES.
PLACE THE FLAT WASHER ON THE BOLT AND INSTALL THE NUT UNTIL
ABOUT 2 THREADS ARE EXPOSED ABOVE THE NUT. TAP THE ANCHOR
THROUGH THE BASE RAIL INTO THE HOLE UNTIL THE WASHER
TOUCHES THE TOP OF THE BASE RAIL. NOW, TIGHTEN THE NUT TO SET
THE ANCHOR. DO NOT OVER TIGHTEN AND CRUSH THE TUBE.
BASE RAIL
56"
(ANC-Z) I /2" X Z" CONCRETE WEDGE ANCHOR
ANCHOR OPTIONS: DEWALT POWER STUD SD2 (ESR-2502),
or MKT SUP-R-STUD (ESR-3782)
6"
1 1/2"
2"
CONCRETE
(2500 PSr)
50"
#4 REBAR
VERTICAL
2'ON CENTER
LENGTH OF
FOOTER
END VIEW J
{T FOUNDATION PROVIDED BY OTHERS'I,.I'
SEAL
OVERHOLT SHEDS
FVPP+4C
PARACHUTE, CO 8I635
20'x50'-2" x l0'
?dl
HEX NUT
WEDGE ANCHOR DETAIT
SCALE: l :1 0
END WALL
fiLAIi \ 1/2"
f\41N.
SIDE POST
SHEETING
LEDGE (OPTTONAL)
1I/2"
8"
48"
0710512023
BASE RAIL
I12" X7" WEDGE
ANCHOR BOLT
1 1/2"
6X5-W4/W4
WWF AT MID DEPTH
(MTNTMUM) OR
#3or #4 REBAR @ 24"
BOTH DIRECTIONS
AT MID DEPTH OF SLAB
4\/2.
A lilN-
#4 REBAR,
CONT.
6 PLACES
4"
GRADE
NOTE:
DIMENSIONS ARE OUTSIDE TO
OUTSIDE OF SLAB. THE SLAB
OUT TO OUT DIMENSIONS MUST
BE 3" WIDER AND 3" LONGER
THAN THE BUILDING SIZE.
EXAMPLE:
2O'W X 50"2"L X 1O'H BUILDING
WOULD HAVE A SLAB
DIMENSION OF 20'-3"W X 50'-5"L.
FOUNDATION DESIGN IS BY OTHERS
REFER TO THE FRAME DESIGN
CALCULATION
FOR THE MAXIMUM REACTIONS.
12"
SIDE VIEW
4-1|2',',------
SHEETING LEDGE
1 1/2"X1 112"
Y
6"
9"
TYP
---o-'it--------
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8KJ
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SCALT:
0AIE: m/05/23SPR 8Y:R$
BUILDING & PUMP FOUNDATION
DETAILS
D^r: 6/05/23CHI&IO BY ilJP
D^tr: s/05/23DRAN Bt 8KJ
BYx0.FNCINFTR.S STfiN REVSON OESCRIPNON ENGCHKDATE D^tr: ffi/05/25ENGNEER:
STARKEY REDAUPGMDE
508 1 -0-4 -o'28' 0'532 NE256 0"
t'-6-5210507 WRT.105'-0"
18'-758506 18-7"HORr7.148'-8
58505 l9 -6'rg'-6"155'-0"H0Rrz.
8504 48-7'118'-7"5 HoRrz.388' 8
49'-6'119'-6"5850J HoRrz.396'-0"
lr9'-6"5106502 19'-6'HoRrz.2067'-0
538501 19'-6'l4S -6"HoRrz.188!'-0"
74101 6'4t0'-4"l 764 -8"4'-2'nt
TPELENGTHsrzE0rt E0cI
STEEL RTMARXSlOTAL
LENGfr
BENOING
A
l]eEl
al, of-].Atlt
l^ o E
^F\. J"
.II?EIrlEJ I]EE 6
c
F
lEErl LIEE-I lllE o ll?El50'-0"
r>
t j
I
1"0 THREADED ROD ASTM F]554
GRAI]I 36 OR EOUAL
(sEENoTES3&4)
(1 HEAVY HEX NUT & 1 FLAT WASHER)
MK 505 HORIZONTALS
(E0. sP )
MK 506 HORIZONTALS
(E0. sP.)
(74) MK 301 lrES
(E0. sP.)
(ALL AROUND)
(32) MK 508 TIES
(E0 sP.)
(8) EA. CoRNER
MK 503 t>
3,,CLEAR
(EA. sP).ANCHOR BOLT DETAIL
SCALE: 3-=1 -OFOUNDATIONfLAN
(TYP.)SCALE:3/8"=l'-0"
1 1/2"
(J8) MK 5or HORTZ0NIALS
(Ea. sP. @ lr" c/c)
(19) roP & BorToM EA,
L 3r (106) MK 502 HoRIZoNTALS
(Ea. sP. o 11" c/c)
(5J) ToP & B0T10M EA.
d
(270) MK 507 VERTICALS
(270) MK s07 VERTICALS
(E0. sP. @ r' 10")
T.O.C. EL. 0' 8"
(Eo. sP. @ 1' ro")
GRADE EL,0'-0"-T
I
EL. 0'-0"
-t
_l
I
(20) MK J01 I|ES
(E0. sP. @ 1'-10" c/c)
(10) 0N sEcTroN "A"
(10) 0N sEcTroN "8"
I
(54) MK 301 TIES
([0. sP. @ 1'-1o" c/c)
(27) 0N SECTToN "C"
(27) 0N SECTToN "D"
(8) MK s04 HoRTZoNTALS
(Eo. sP.)
(4) 0N SECIoN "C"
(4) 0N SECTToN "0"
9,, CLEAR (38) MK 501 HoRTZoNTALS
(E0. sP. @ r1" c/c)
(19) roP & BoTToM EA.
2" CLEAR (106) MK 502 HoRTZoNTALS
(EO. SP. @ 1r" c/c)
(53) ToP & BoTToM EA.
(8) MK 506 HORIZoNTALS
(Ea. sP.)
(4) oN sEcTroN "A"
(4) oN SECTTON "8"
(TYP.)o
I
I
(8) MK 505 HoRIZONTALS
(Ea. sP.)
(4) 0N SECTToN "A"
(4) 0N SECTToN "8"
(8) MK 50J HoRIZoNTALS
(Ea. sP )
(4) 0N SECTToN "C"
(4) 0N SECTToN "D"
J,' CLEAR
e
3.,CIEAR
(Typ.)
1'-0"t'-0"
SECTION ac\ap\Ut/ISSUED FOR
CONSTRUCTION
06i05/23
NOTES
\-l-
#/
]F $t
'l
\t
'-t-T_
(Ea,
(53)
006) MK s02 HoRTZoNTALS
(270) MK 507 VERTTCALS
(E0 sP. @ 1'-10" c/c)
(rHRouGH 0u1)
(r06) MK 502 HoRTZoNTALS
(E0. sP. @ 11" c/c)
(53) roP & BoTToM EA,
(38) MK 50r HoRTZoNTALS
(Eo. sP. @ li" c/c)
(19) ToP & BoTToM EA.
MK 504 HORIZONTALS
(E0. sP.)
(38) MK sol HoRIZ0NTALS
(E0. sP. @ 11" C/C)
(19) roP & BlM EA.
sP. @ 1r" c/c)
TOP & BTM EA.zl
I
I
I. FIELD VERIFY ALL OIMENSIONS PRIOR TO CNSTRUCTION.
2. SEE CoNCRrrt NoTES 0N DWG. 1s84600S200.
3. ANCHOR RODS TO BE INSTALIED USING HILTI HI]-HY lOO
AOHESIVE PTR HILTI INSTALLATION PROCEDURES.
4. CONTRACTOR TO CONFIRM SIZE & OUANNTY OF ANCHOR BOLTS,
SCALE:
ON
ASSHOM OPP,HND
SCALE: 1"=1'-0"
AS SHOW OPP. HND
REINFORCING STEEL SCHEDULE
Fn$oIEXAS RTCISTTRED TNONEERIilC FIRT 01581600S2001581600
R58TJPM.IP06,/05/23rs$tD FoR cilsrRucn0NBKJ0
scALE V[rD FOR O'Sr2€ DnAWNG dLY
rsrorE0 FE
EN6INEE
scALt:BUILDING & PUMP FOUNDATION
CONCREIE NOTES
oAE:PPR BT R$
DATT:st0c0 Br llJP
0A1E:t)RAil 8t 8KJ STARKEY REDA UPGRADE
0AtitflGlflttR: YJPENEGKRFVSON DESRIPNONBYIo
C NCRTT[ NOTTS
CONTRACTOR SHALL TURNISH ALt I/ATERIAL UNLESS NOTED
OTHTRWSE.
1J. GROUT, UNLESS OTHTRWIST NOTED ON DRAWINGS, SHAIL
BE A GOOD QUALTTy, (Norrt-sHRrrrrN) GR0UT TNSTALLATT0N
SHALL BE PTR MANUFACIURER,S SPECIFICATIONS AND
PROCEDURES.2. CONCRETE SHALL DEVELOP 4OOO PSI [/INIMUIV COI/PRESSIVT
STRENGTH @ 28 DAYS UNLESS NOTTD OTHERWISI. CEN/ENT
TYPI II, IP OR IS IS RECOMI/ENDED 14. ALL FULL DIPTH COMPRESSOR AND COOLER SKID CROSS_[/EN/BERS
AND SCRUBBER SUPPORIS [/UST BE GROUTED WITH 2"
MINI[/UM GROUT BELOW BOTTOI/ OF SKID.3. BAR REINFORCTTVENT SHALL CONFOR[/ TO AST[/_615 GRADT
60.
4 CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI_J18,
LATEST EDITION
15. ALL rxposED EDGES SHALL HAVI A r |NCH [25]
45 DEGREE CHAN/FIR.
5. SUPPORT AND ANCHORAGE OF THE REINFORCEMENT IS THT
CONTRACTOR,S RESPONSIBILITY AND SHALL CONFORN/ TO
ACI-318, LATEST TDITION.
16. REBAR IS TO BE TIED lOO% TOP AND BOTTON/, AND 1OO% N/IDDLI.
REBAR IS NOT TO SIT DIRECTLY ON STRUCTURAL FILL.
IT IS TO SIT ON CONCRETT BTOCKS OR METAL CHAIRS.
6. ALL THE ANCHOR BOLT ELEN/INTS: BARS, NUTS,
WASHERS AND PLATES, SHALL BE HOT_DIPPED
GALVANIZTD ACCORDING TO AST[/ A153.
17. CONCRETE IS TO CURI 7 DAYS MINIMUM PRIOR TO SETTING OF
EQUIPMTNT.
7. THE CONTRACTOR WILL SUPPLY THE ANCHOR BOLT
ELIMENTS
18. CONTRACTOR SHALL VERIFY THAT PENETRATION AREAS WHERE PIERS
WLL Bt INSTALLED ARE FREE OF UNDERGROUND OBSTRUCTIONS
PRIOR TO INSTALLATION.
8. ALL FILL AND BACK FILL SHOULD BE APPROVID BY
CUSTOMER PLACED IN UNIFORM LIFTS, AND COMPACTED
TO AT LEAST THE TOLLOWING N/INIMUI/ DRY DENSITIES:
19. STE GTOTECHNICAL INVESTIGATION AND FOUNDATION RICOMN/ENDATIONS
REPORT AND TOLLOW ALL DIRECTIONS AS MENTIONED.
20. TRUE FINISH GRADT TLTVATION SHALL BE FIELD VERIFIED BY THE
CONTRACTOR.
ASTIV D1557
A. FILL BENEATH FDN
B. ALL OTHIR FILL
(\/VHERE REO'D.)oE 07
o qo/
21. IXPANSTON JO|NT CONStSTTNG 0F 1/2" WDE N0N-EXTRUDTNC
EXPANSION JOINT TILLER SEALED 0N TOP WTt, 1/2" WDE x 2" DEEP
LIQUID SEALING COMPOUND. A BOND BRTAKTR SHALL BE USED
BETWEEN THE STALTR AND THE EXPANSION JOINT N/ATERIAL.STRUCTURAL FILL RT COMPACTED: FILL IN LAYERS OT 6,'
WITH GRANULAR MATERIAL FREE OF ORGANIC l\/ATERIAL TO
MININ/IZT LOSS OF STRENGTH WHEN SATURATED.
22. OVER LAP REBARS
9. EACH ANCHOR BOLT SHALL BE FURNISHED WTH TWO
HEAVY HTX NUTS AND WASHIR, UNLESS OTHIRWSE NOTED
1'-6" [/tN3" [/rN3/8"
2'-0" MtNJ'' MIN1 /2"
2'-6" [/lN3 3/4"N/IN5/8"
3'-0" t\/rN9" [/tN3/+"
3'-6" [/rN10 1/2" [/rN1 /8"
OVER LAP REBARSHOOKO REBAR
10. USE OF FLY ASH IS NOT PERN/ITTED IN CONCRETF N/IX
11. ALL IXPOSED FORIMED SURFACTS SHALL HAVT VOIDS
POINTTD UP AND RUB FINISHED.
12, SURFACTS WHICH ARI TO RECEIVE GROUT SHALL BE
CLTANED AND GIVEN A ROUGH TEXTURE.
ISSUED FOR
CONSTRUCTION
06/05/23
GFCI
BAR
0m0 rsgJEo FoR co{slRucnoil T,tlM/7n3
$u @ f6 0-9t d^ftG qlY
1lt.[A
sctu:
|PPR 8T DATE:
PUMP BUILDING
ELECTRICAL FLOOR PLAITI
tlAlt:o{0G0 sr
o^It: 06/523mAr{ 8Y: 0n
8YN0.i swP:IPPRINGcfKoArERt\rgoil DESCRPnO{o^tt:tlror{tft
TE STARKEY PUMP BUILDING
PANIC BAR
DOOR LEGEND
GFCI
+
I
q LED WALL MOUNIED LIGHT FIXTURT.
l'trxril
€
f
t,
CONDUIT OR CABLE
CONDUIT OR CABLE
CONDUIT OR CABLE
CONDUIT OR CABLE
INDICATES CONDUII
ROUTED ABOIE CROTJND
ROUTED BELOW GROUNO
CONNECIED
CROSSING, NOT CONNECTED
OR CABLE IDENTIFICANO{'I
CEILING LIGHT FIXTURE. 4' LED
EMERGENCY EXIT w/ 90 MINUTE BATIERY BACKUP
DUPLEX RECEPTACLE, 2 WRE, 3 POLE
SINGLE POLE TOGGLE SWICH
SINGLE POLE TOGGLE SWTCH, 3_WAY
DOOR
120/208v
PANELBOARI)
2OOO AMP
SERVICE
@ 600 HP
VFD
PUMP
5 KVA HEATER
KVA HEATTR
KVA
IRANSFORMER
180-120/208V
J PHASE
Jf
I
I 6 PARALLEL RUNS
4/c - ts00 McM
FLOOR PLAN
2-20A, 5 POLE EREAKERS = 5 KVA HEATERS
l-20A, I POLE BREAKER = LIGHIS
l-20A, I P0tE BREA(ER = EXTERIOR RECEPTAC1ES
l-20A, 1 P0tE BREMTR = INIERI0R RECEPIACLES
PANELBOARO
208I20u
3 PHASE
@
l-900A, 3 P0{-E BREAKER = PUMP
l-50A, 3 P0LE BREAKER = 35 KVA IRANSF0RMER
2OOO AMP SERVICI
480/277U
J PHASE
(D
ERANCH EREMERSFOIIIPMFNI DESCRIPTIONITFU
EQUIPMENT INFORMATION
TRANSFORMER
750 KVA
480/277U
SECdNDARY
FE
ISSUED FOR
CONSTRUCTION
081171202350'-0' x 20'-0"
.Itx s ntcrslERtl) ${GlittRNc Fnl
ENGiNE
R,A'\t'y t584600
miq
1584600E950 0
Starkeg,hoduction .kt 1 4-28-6 96
CONSTRUCfiON LAYOUT
TEP Valleu
4/ 18/23
1" = 80',
cs
SCALE:TERR
Construction Plan Prepared for:
TEP Rocky Mountain LLC
GRAPHIC SCALE IN FEET
'I INCH = 80 FEET
*NOTE:
1.) Date of As-Constructed Survey: 11113120
2.) Pipeline Data Provided by IEP.
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6B
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X dGate
Exist. Elec.
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li
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)
Starkey Production Pit
Limit of Disturbance
(t4.647 ac.)
'-'8i1'r'i:::":':;i-
+x
5460
x-x
X -----''
Exist. Pump Unit
X
ll
i/xltlI
X
lr
ii
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ri
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Exist. lrrigation Pipe
W Head Gate
6
oo
i
ro
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9n
6z
Exisl.
nv,
\
\
Proposed Pump Bldg
(50'x 20')
\
q%
.s.- \".^"-
/ ,... .r$'\olo
('.-..-
\\
Exist. GR 14-28
Drill Pad
Exist. Straw Wattle
- Edge of GR 14-28
Drill Pad
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L
94
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t65.,R.96W:
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W Head Gate
Jtraqprur'rdF,mqp
,Snc&uu're fJ$".&y 5,IJ'll
N*srcst
Com*ttrrrnsted trt lafet
fi r-Tremrft i:rl $tlrcrrttt
Ntarcst
llffireDlffinelbLil}
.6ol ,ftl 'rd$l*rr*rrn J,$
.llouws.lhigl 6 Sffr,t&" frw,rqge 9d ff/,rrt 6f,ti tlrtd,
H
A
0 r?5 g5$
I iin = 250ft
$tarkey Pump Euilding
Distances to Features
sCI0
Feet
TEP ROCI(Y fiilOUNTAIN. LLG
Erhibit pmpatud by: jnourse
Oate prsparedhAugust 1, e$13
.tc0eid
ltffiisad
Erdi{ilg lt&rfdng hd 5{.1trtr9
FrsdrilEn qr.{pnreft
-'-' - grofnmO mdffifhfi Equlffiraxt
-$- EilFtllg Ot ard G* tm**rn
O l$eri6dd ft*:cidenti{ u$ttrftry ruftit
a 'tffirt&ICor&urfred
llrii€rmittEnt Shrm
-
nsrumid Sleam
Access Road
-
'tret*tty Road
E{l$:ng OGL (lEP}
lQrrel Chnnership TEF*.R
P
iPl,o,y:tttst'd funp
6nc.ltr,*'trlt' /iYl' lt-r, .f'fJl ijl
n*t6
'$6 ,ll}rl.r.r 6t'f.r ,f;.,t,f,ti $,r,.'rr,r,Jt
,{.,rr'it f'Jl 'r+,f .5't"r,t'tn:rlr }d
a
I
t
L
i 'l'
i,S
'nr' a
r+
t\
$ x75 350
I irr = 35il! ft
$tarkey Pump Building
Access Road Map
N
lrmr.Erll} l}r"ilfl n lllr ll +
Feet
7g&
Hultlils::
'iLppruoximrate $ri*!.anrrc lfir,rur CR J 15 to Froposr:'rl Flurmp Burit,rtrirng l -.3.] [dr{[,cs.
" flnna gury d,ilrrsn'{,rfi r.jd'rr'ct nrtnt s i I c t ond iliram*
TEP RSCKY MCIUN'tr'AII}II, LILG
Eshllbfrt pr€parcd hXt: 1}mo,uume
Date prepare'd: Arugut*t 11" 2,lI2S
tcgnnd
-.f,'fl0e$s{l,oadElliiffirq.&cce Road
{our|lty lRn*d
E*istirrq l#nrklng Fad Surtbre
- " -'- F!"opoged Fnsduotisn @niFrmnt
-
(:*istulg fttdtifiJlnm 6q.udp:nentt
-" - Estigblrg Bll and fiac LEEffiiEn
'e{F{ff rroi$irq fi€l{"IEP!
hru'dl Omrnor.dhip
TERffiI
Garfield Coanty
STATEMENT OF AUTHORITY
Flrrsuant to C.R.S" 538-3O-172, tltre unrdermiigmed execrutes tlhib Staterrrnernfi of .Auctlt!@riity on behalf of
1IEF Rocky Mounbiin llllC a Lrhnkd lLi*illfry O@nlrpnry (mrporation, limited
lliiability compan% gernerrafl parbnenslhlp, regbtered lilflrDiired lllahillitty pantnensllaip" regiisteued lfiimited liability
Itrnited partnerslniip, lliirmited pantrnenshriip associiatiio4, goverrrnrnnent agenayo uruist or otltnerr)" an entity other
dhan an individualf mpahlle of lholldiirrng tiitk to neall pnoperulf (the "Erntffi], annd states m fidllows:
llthe name of the Ernrt'*ty il5 ltEF MkyiHlounsdin ILILC
annd is formed rjlndentllrc llawrsof Ddbq/ffie
lthe mailing addness fon Uhe Ennt8rg l$ 31ffi0 Pos @k ffi kd, tuiile 119@, ltltwMn, W /1056
lThe name and/on posiitibn of tlhe percorn arutlhoniized t@ exectite instnlr$emts cornveyiirng, erncumbering, or
ctherwise affectiirqtiitle to rreall pr@pert'V on heltnaltf of tliae Enrrtiity iis JbffhctlD.lKhtM
lllhe limitations rupom tlhe aurtllnoniity of tftre persc]m nrarnrpd ahove on lrolHiirmg thne pmiitiionrdescribed above
b bind the Entity aneas folllows(iif rno lliinrrriitat*oms" iinsert *il$onae"'):[{kDr|@
@her matters corncenniimg tlrc mrnarnrnen in wftiicftg tlire Erntiity deah wiifrh arrlry iimtene* in rredl property are (if
rm other mattetr, lhmre illrriis sect*orn hllarnlk):
EGCUTED this ts day @f Jiutte 2@e--'
9ignature:
lName
ll-rtle (if any):(tM
S',rArrEoF I rv,m1 )
COIIJJINJIIYOF Fh,a.ri >
)ss,
)
irnsftrument usas ackrnowlledged hefure nnre thiis / srd"yrr .L 20-&
orn helnallf of
Wftmess rny hard arnd offritch$
a
llhe
h,y
2 seall-frt f zr
@
TSIPYAI-AMEN,ffi
ftlrdr 2?" ADZS
Mly connnnission expiines;
(Date)
vozz+oo uv/u lllvzl I 1.+Y.34Alvl rage t al I
Jean Alberico, Garfield County, Colorado
Rec Fee: $18.00 Doc Fee: $0.00 eRecorded
POWER OF ATTORNEY
KI.iOW At.T. PERSONS BY THESE PRESEN'I'S:
TIIAT TEP ROCKY MOUNTATN LLC. R Delanare limitcd liability compsny, hereby nominates.
conslitutes. and arrFoints Jeffrey D. Kirtland. as its rnre and tarvful Auome)'irr.Fact i,", es.*uiu and deliverin lhe name and ort bchatf of TEP ROCKY MOUNTAIN LLC ("Principnl") any of tlrc follorvirrg
designated instrunrcnls tr docutnenls in conncction rvirh the Principal's operations iri exploring for anil
prodtrcing oil. ga's. or other nrinerals from lands. or inlercsls in lands. orvned. held. or clainrcd by the United
Sares- and state or political subdivision tlrereof, any pers$n. corporation. pnrtnership or legal entiry:
I (li Applications for permits or leases: (3) consents. stiputations. or agreements in connection rvith
fte issuance of permils or leases; (3) acceptances of leascs, slbl"*a."s. or pirmits: (4) acceplanccs of all
inslrBments tratrsferring lcascs. offers to lease. permits. applicotions for prmits. or r,t'bl""r*r.'or au interesl
in any of these (including assigrmenls of rvorking or myairy inkress) to principal.
B. Applieations ftrr cxtensions or rcnr:rvsls ol lcases und perurits.
C' . t I ) rhspicting. seisrnic. or exploration fxnnit$ {2) insrruments in connection rvith the acquisition
or maintenance of prcspecting, seismic. or exploratiorr pennits.
D. lnstruments withdrawing npplications for leases or permits.
E - { I } Reguests for rights-of-s'ay and surface use permits: {2) acceprance of grants of riglrts-oFrvay
and surface use permits. including any stipulations or condition in rhe grants; (3) any statcmeits that mai
bc required in connection with applications for righs-of-rvay and surfaie use permiri.
F'. Requests for extension of time in which to drill nells.
Principal agrees to be bound by all representations the Attonrey-in-Fact rnay make in any instrument or
dacunrent he or she is authoriz.ed to cxecute and deliver under this porver of Attorney. principal hercby
waives any defenses available to it to contesl. negatp. or disa(firm lhe actions of iu *norney-in-r:acr under
this Power of Attorney.
This Porver ofAttorney is effective Juty l,2021 and shall continue in firll force and effect until revoked in
writing and has the same force and effect as if the Principal granted separate special authority to the named
Attorney-in-Fact to execute and delivcr each such inslrumcnt or docunrenl separately for each and every
such instrument or document so execute and dclivered.
EXECUTED by Principaton tlris ar*tlay r:f August 20?l
Terra f,nergy Plrlnerr LLC as sole member of,TEP RffiKY MOUNTAIN LLC
AGREED TO AI\ID ACCEPTED
BY:
BY:S. Lsnd Jeffrey D. Kirtland
Atlorney-in-FectlT!i: Pruidentcnd CEO
voz+oo ul,ru I tzuzl I t..tv.?z Affl rage I ot z
Jean Alberico, Garfield County, Colorado
Rec Fee: $18.00 Doc Fee: $0.00 eRecorded
(Notary. Seal)
AC:K.NOWLIDGNMf,NT
STATE OF TEXAS
COLINTY OT IIARRIS
Tltis instrumcr{ rvns nck*owredged tnforr me *n J-J,rrr*i_:*{ -..{,.G*.-. ?0?r by Michaer s. Land. kn*r*nto me to bc t}e Pnsidcnr and CEt) of -l"erra f,iirgl?rffiJr.*'Lf_?u* sole member ol."IEF RoCKr;Mt)uNTAlN l"l.c" a Dcrnrvare corporati.n. on bsharTof rrr* .orpu*ti"n.
Notary
@
r|ETOOYALA}IIIR
ilctary lO tll8tl!9
fly Conrnlsknr trglrcr
ffdrcb ?t, f0?s
I