HomeMy WebLinkAboutBLD2013-00327 1
411RUILDING PERMIT APPLICA•N BLD13-00327
Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD13-00327 Received Date: 10/21/2013
SITE ADDRESS: 1601 LINGER LONGER RD#
OWNER: COAST SEAFOODS COMPANY PHONE:
A WASHINGTON CORP
PO BOX 166
SOUTH BEND WA 985860166
SUBDIVISION: Block: Lot:
PARCEL NUMBER: 702254007 Section: 25 Township: 27 N Range: 02 W
CONTRACTOR: PHONE:
PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIO1, install six 1000 gal manifold propane tanks
TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL:
TYPE OF IMP MEC MAIN: INDUSTRIAL:
VALUATION ADD'L: HEAT TYPE:
CODE EDITION: 2012 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: NUMBER OF EMPLOYEES:
WATER SYSTEM:
BATHROOMS:
Exist:
Prop:
Total:
Routing Date:
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $278.00 MEB 10/21/13 145479
Plan Check $180.70 MEB 10/21/13 145479
State Building Code $4.50 MEB 10/21/13 145479
Total: $463.20
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r ,�FERSOI wKnr tr3 - S2 C .
_ DEPARTMENT OF COMMUNITY DEVELOPMENT
. 621 Sheridan Street•Port Townsend•Washington 98368
ttezirN, .- 360/379-4450. 360/379.4451 Fax
www.cojefterson.wa.us/commdevelopment
Master Permit Application MLA:
ProjecDescription(Include separate sheets as necessary):
.,..r s \1 G — 1vc0 . .-- -fit A .5 •
Tax Parcel Number: `0 2. 2.94 O&1- . Property Size: (acxesfsgare feet)
Site Address and/or Directions to Property:
\to o \ try tom .
Property Ow+er(s)of Recod: pogo- '4 if4 T-o,�- -2 -
Telephone: Fax emai:
Mailing Address: •
Applicant/Agent(if different from owner):
Telephone: Fax email:
Mailing Address:
What kind of Permit?(Check each box that applies
ClBuilding ❑Critical Areas Stewardship Plan
❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use)
❑Single Family ❑Garage Attached/Detached ❑Conditional Use IC(a),C(d),or CI**
❑ Manufactured Home ❑ Modular ❑Discretionary'V or Unnamed Use Classification
❑ Commercial* ❑Special Use(Essential Public Fats)"
o Change of Use Cl Boundary Line Adjustment
O Address ❑Road Approach ❑Short Plat**
❑Home Business ❑Cottage industry ❑Binding Site Plan"
0 . a Planned Reuel Residential Development(PRRDyAmendments**
❑Mowed'Yee Use Consistency Analysis ❑Plat Vacation/Alteration**
❑Stamwafer Management ❑Shoreline Master Program ExemptionfPennit Revisions"
❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development" .
❑Temporary Use ❑Shoreline Management Variance
❑Wireless Telecommunication* ❑Canprthre Plan/UDC/Land Use District Map Amendment
❑Forest Practices Ad/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment
*May moire a Pre—Application Conference ❑Tree Vegetation Request
"Regrdres a PreAppEcaflon Conference
Please identify any other local,state or federal permits required for this proposal,if known:
.DESIGNATION OF AGENT
I hereby designate ...Via.* 3eifese,t 1. to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date:
By signing this application form,the owner/agent attests that the information provided herein.and in any attachments,is true and coned to the bed of
his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I farther agree to save,indemnify and hold harmless Jefferson County against an iabiities,judanents,court costs,reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the application that he or she wants prior notice.
Signature: Date:
The action or actions.Applicant will undertake as a result of the Issuance of this permit may negatively knpact upon one or more threatened or
endangered species and could lead to a pow'take of an endangered species as those terms are defined in the federal law known as the
'Endangered Species Ac "or"ESA."Jefferson County makes no assurances to the applicant t that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even it you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or I holds individual
and non-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: Da -
G\PematlC ntee\###FORMS# \DRD FORMS\Maater Pemeit Application 5.29.0B.doc •
I
BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they win be assuming the nesponsbIlity of the General Contractor for the proposed project.
Signature: Date:
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: Fax:
Feccei as 7 oeiA e- (360) cOq-76yC- (340373-63Z-6
iwuutie : /'/oc- L+cM SDK zat;POI Orc det EMAIL: ,,)a.oMbeit►rtK5 p Art'fArcx.S .e c>M WAINS
NuusER:
CONTRACTOR'S kNSE fj/ 4'5 3 C-42' NUIEER
ARCHIIECTIENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
❑ New 0 Wood Existing:. 0 Sewer
❑ Addition ❑ Steel Proposed: Bank ❑ Community System
❑ Alteration/Remodel ❑ Concrete Total: Height ❑ Individual System
O .Repair ❑ Masonry SEP Permit S
O Demolition 0 Other Bedrooms: Water Supply:
Existing: Setbadc 0 Private wet 0 Two Party
Type of Heat Proposed: 0 Public
Total: Name of System:
If 1111.1urestmenngatiffibtfsgkeednai
Number of Parking Spaces: Current Proposed: Number of A_�A Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current, Proposed
IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
d this is a Frowns Ta nk andlor Aooliance Insfaklatlon aermi,mark at Ithems below•than soon:
I Underground Tank .Above ground Tank Size of Propane Tank: 1)( /0(X) ge‘ffoA
I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank I Pelts Stove I Other
-1.� •.1j L_1' . .. ,1 ,:_ .11. �_ ..ii Yes / No
When applying fora permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines,tank location and size,distances from the propane tank to all properly lines,buildings and septic system components;
including the reserve area.
Current - .. .. , <..
Main Floor Heated " EH Bid App Review:
2"°Floor Heated Consistency Review:
Other Heated Bean pee: v
Mezzanine - Additional Section:
E _
Heated Basement ' - Plan Check fee: ,"h-,r,�,
u TL1
Unheated Basement State Surcharge fee:
lit SRI
Other Unheated = Pot Water Review fee:
Garage/Carport SUBTOTAL / t(7 3 2
Decks i• i 010,i1'�" .- _ 911/Rd Approach fee: '-f
Other
i r yak 1 I T) TOTAL: $ , /
otk %es al� /��`� a Receipt Number= ( �S-"I C
(e nc_ /
110 110 c7`60 . x - CaehlChsck Number:2" 11 (0 Y61)&j 7
/
ESTIMATED COST(REQUIRED) Date: `
.Fahmwlcetvrn,e Ca'all labor and materials fcwidalion to finish 10/ if /3
t - Initials: �_
GAPennitCenter\###FORMS###WRD \Muter Pewit Application 5-29-08.doc
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IStructural Calculations
I COAST SEAFOOD
TANK PAD
I 1601 LINGER LONGER ROAD
QUILCENE, WA 98376
i
1 prepared for:
FERRELLGAS
I3611 A STREET
AUBURN, WA 98002
prepared by:
Sifts & Hill Engineers, Inc.
I4815 Center Street
Tacoma, WA 98409
I October 1, 2013
S&H Job Number 15,871
1
1 COAST SEAFOOD
TANK PAD
1601 LINGER LONGER ROAD
QUILCENE, WA 98376
1
1
CALCULATIONS
PREPARED F
OR
1
1 FERRELLGAS
3611 A STREET
1 AUBURN, WA 98002
1
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` mss` ;0,"
1 .
co1(1(1
1
1 PREPARED BY
Sitts & Hill Engineers, Inc.
1 4815 Center Street
Tacoma, WA 98409
1 October 1, 2013
S&H Job Number 15,871
1
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' SITTS& HILL ENGINEERS, INC. DESIGNED SMA DATE 10/1/2013 JOB 15,871
TACOMA,WASHINGTON (253)474-9449 CHECKED EAB DATE 10/1/2013
PROJECT COAST SEAFOOD TANK PAD PAGE 1
IBASIS FOR DESIGN
IBUILDING CODE: 2012 Edition of the International Building Code with State of Washington amendments
shall be used and supplemented with ASCE 7-10.
I GRAVITY LOADS: Tank Weight= 1750 lbs.
Contents Weight=4.25 lbs/gallon.
Capacity= 1000 gallons.
LATERAL LOAD CRITERIA: Wind Speed = 110 mph, Exposure: C.
Seismic Site Class: D.
ISeismic Design Category: D.
FOUNDATIONS: Allowable soil bearing pressure = 1,500 psf.
ISCOPE OF WORK: The following calculations are for the design of a concrete pad for propane tanks only. No
other stuctures were analyzed as part of this scope of work.
I
1
1
1
P:\15800\15871\Calculations\15871 Job Pro 4.0
MN\15871\15871.last edi1/13 2: m by. Borill _
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Design Maps Summary Report
User-Specified Input
IBuilding Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.80613°N, 122.86994°W
I
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
I
A � , n - �
ar Imp u �r ,� ,� J5 f r ' a da t 4 . a f �
d A'', ir 3 y
u' v e i" z ..
itlill-4,-;,..4-,:.i4;jOrt. ;71.ftiiitit:41T:-1:;i:,.,-,tt. :-.'1,,::::,,,,:;,-,,,,- ::,--;.:1;ftis,:,.-:7-c..:::,. ?----)44.4;1',e';N;"'-:.,,;:": - --," -
r
I ;-!..4 i;',,,,,fittetti'?' ",..illitot.4. iw!';' ;':::::':,.5:-i;,:t-y,.:-'-',''.. --,:-1:?,,'''',-.::',--,--- ----:,.-, ',.4.--:-,::
'�� " s!Atli, r F "te ;': . - y'7. t. ? , rid '2 i r; -', r "- .: 4,
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�- ~g ��� A Beef Mill ,, ', a
`-� `. s, . =k"a O f1�t''i + ";,
USGS-Provided Output
I Ss = 1.323 g SN15 = 1.323 g S„ = 0.882 g
S1 = 0.543 g SM1 = 0.814 g S°1 = 0.543 g
I For information on how the SS and Si. values above have been calculated from probabilistic(risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the"2009 NEHRP"building code reference document.
INICER Response Spectrum Design Response Spectrum
1.40 .
I 124 ]
1 12 0.72
Cr 50 0,g2
4 li 0, t
Vs r
011 0,45
ra. o.a;
0 42
0.14 0.18
ctos
I °°s.so G.20 0.40 O.20 O.SO 1, 1.20 1. 0 1,SO 1.SO 2,z' f]. o.20 O.40 Qi Cs. 1.1C 1. v 1. 1_ii� 1.20 2.z€9
P�rid. I(sec) 1Plerio�d, I(u+rc!
,although this inforniat'ion is a product of the U.S. Ge ologica! Survey, ve pravidl no warranty,expressed or in plied, as to the
Iaccuracy of the data colitained therein. This tool LS riot a Sti >tit!.l. for technical subject matter knoaviedge.
I
SITTS & HILL ENGINEERS, INC.
' TACOMA, WASHINGTON (253)474-9449 JOB: 15871
DESIGNED: SMA DATE: 10-01-2013
PROJECT: COAST SEAFOOD TANK PAD CHECKED: EAB DATE: 10-01-2013
PROPANE TANK SEISMIC ANCHORAGE
1
Tank Data:
Tank Size: S:=1000 gal H:=24 in Height of center of mass
' em Lw:=16 in Leg width
Tank Weight (empty):pty): We:=1750 lb
Propane Weight: wp:=4.25 lb
' gal
Contents Weight: We:=wp•S W =4250 lb
Total Weight: Wtotai:=We+We Wtotai=6000 lb
' Seismic Base Shear:
SDS:=0.882
' R:=3.0 Response Modification Factor ASCE 7-10 Table 15.4-2
' I:=1.25 Importance Factor ASCE 7-10 Table 11.5-1
Cs:= 8 R 1 C8=0.368 ASCE 7-10 12.8-2 Csmin:=0.03 ASCE 15.4-1
I �Il
V:=C8•Wtotai V=2205 lb
Overturning Moment:
OTM:=V•H OTM=4410 lb.ft
' Righting Moment:
RTM:=Wtotal' L.
2 RTM=4000 lb•ft
'
' Net Uplift:
Controlling load combination from ASCE 7-10 2.4.1: (0.9-0.2SDS)D+0.7E
' OTM—(0.9—0.2•SDS) RTM
U:= U=1136.7 lb
Lw
Size anchorage to resist this uplift
SITTS & HILL ENGINEERS, INC.
' TACOMA, WASHINGTON (253)474-9449 JOB: 15871
DESIGNED: SMA DATE: 10-01-2013
PROJECT COAST SEAFOOD TANK PAD CHECKED: EAB DATE: 10-01-2013
1 Anchorage
Design anchors using the following loads:
U`eg:= U 2 =568 lb
V _ y=
deg' --5511b
4
1
Use 3/8" diameter bolts embedded 2" minimum into concrete,or
3/8" diameter HILTI KWIK BOLT 17 CS 3/8 (2) embedded 2" into concrete
1
1
1
1
1
1
1
1
SITTS & HILL ENGINEERS, INC.
' TACOMA, WASHINGTON (253)474-9449 JOB: 15871
DESIGNED: SMA DATE: 10-01-2013
PROJECT COAST SEAFOOD TANK PAD CHECKED: EAB DATE: 10-01-2013
SOIL BEARING
1
Allowable soil bearing pressure: Patlow:=1500 psf
Tank Size: S:=1000 gal
' Tank Weight (empty): We:=1750 lb
Propane Weight: wp:=4.25 lb
gal
' Contents Weight: We:=ww•S 147"c=4250 lb
Total Weight For (1) Tank: Witotal:=We+Wc Wtotat=6000 lb
Total Weight For (6) Tanks: W6totat:=Wltotat•6=36000 lb
Weight of Concrete: lb
9 We •-150
ft s
Weight of Concrete Pad: Wco,actotat:--Wconc• 16 ft.38 ft•(4 ft Wconctotal=30400 lb
`12�
Total Weight of Tank Pad: W :=W +W =
total stotal total 66400 lb
I Total Pressure — Wtotat
u e of Tank Pad: 1'total:-
16 ft•38 ft
Ptotat=109 lbL (
f
I 111•01111` •11
I www.hllti.us Profis Anchor 2.3.5
Company: Sifts&Hill Engineers Page: 1
Specifier: SMA Project: Coast Seafood Tank
Address: Tacoma,Washington Sub-Project I Pos.No.:
Phone I Fax: (253)474-9449 I Date: 10/1/2013
IE-Mail:
Specifier's comments:
I1 Input data
Anchor type and diameter: Kwik Bolt TZ-CS 318(2) � .' 'jr
IEffective embedment depth: he}=2.000 in.,hnom=2.313 in.
Material: Carbon Steel
Evaluation Service Report:: ESR 1917
IIssued I Valid: 11/1/2012 5/1/2013
Proof: design method ACI 318/AC193
Stand-off installation: -(Recommended plate thickness:not calculated)
I Profile: no profile
Base material: cracked concrete,2500,c=2500 psi;h=4.000 in.
Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present
I Seismic loads(cat.C,D,E,or F) edge reinforcement:none or<No.4 bar
no
Geometry[in.]&Loading[lb,in.lb]
I z
I
I
+
i
I0
oo
o
IV 1a y ,A
is t r 3m y
4 t
1
I Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
I 111114111LI I
www.hilti.us Profis Anchor 2.3.5
I Company: Sifts&Hill Engineers Page: 2
Specifier: SMA Project: Coast Seafood Tank
Address: Tacoma,Washington Sub-Project I Pos.No.:
Phone I Fax: (253)474-9449( Date: 10/1/2013
IE-Mail:
2 Load case/Resulting anchor forces
ILoad case:Design loads
Anchor reactions[Ib]
Tension force:(+Tension,-Compression)
I Anchor Tension force Shear force Shear force x Shear force y
1 568 551 0 551
max.concrete compressive strain: -[%a]
max.concrete compressive stress: -[psi]
I resulting tension force in(x/y)=(0.000/0.000): 0[lb]
resulting compression force in(x/y)=(0.000/0.000):0[Ib]
I
3 Tension load
I Load Nua[Ib] Capacity+N.[Ib] Utilization gN=N„a/,*N„ Status
Steel Strength* 568 4875 12 OK
Pullout Strength* 568 1475 39 OK
I Concrete Breakout Strength** 568 1563 37 OK
*anchor having the highest loading **anchor group(anchors in tension)
3.1 Steel Strength
I Nsa =ESR value Nua Nsteet refer to ICC-ES ESR 1917
2 ACI 318-08 Eq.(D-1)
Variables
I n ^se.N fn 2]
0.05 futa[psi]
1 125000
Calculations
NN.[Ib]
I
6500
Results
Nsa[lb] (1)steel 4)N.[lb] Nua[lb]
I6500 0.750 4875 568
3.2 Pullout Strength
I J f`P"., =Np.zsoo 2500
Npn refer to ICC-ES ESR 1917 z Nua ACI 318-08 Eq.(D-1)
Variables
I fc[psi]
2500 Np,2500[Ib]
2270
Calculations
I AI fc
2500
1.000
Results
I N554[Ib] (.concrete Npn,f,[fib]
1475 Nua[Ib]
2270 0.650 568
I
I Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
I X11-1-1
I www.hilti.us Profis Anchor 2.3.5
Company: Sifts&Hill Engineers
Page: 3
Specifier: SMA Project: Coast Seafood Tank
Address: Tacoma,Washington Sub-Project I Pos.No.:
Phone I Fax: (253)474-9449 I Date: 10/1/2013
IE-Mail:
3.3 Concrete Breakout Strength
Nd, =(�
I )Wed,N Wc,N Wcp,N Nb ACI 318-08 Eq.(D-4)
N�z Nua ACI 318-08 Eq.(D-1) 1
ANG see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b)
ANco =9 het ACI 318-08 Eq.(D-6)
I 1
Wec,N = 1 +2 eN l 1.0 ACI 318-08 Eq.(D-9)
3 he
Wed,N =0.7+0.3(1 5hef)5 1.0 ACI 318-08 Eq.(D-11)
I =MAx cam,„,1.ale, 51 0 ACI 318-08 Eq.(D-13)
Ww,N - ( c c )
Nb =kc a. heir ACI 318-08 Eq.(D-7)
IVariables
her[in.] ec1.N[in.] ec,N[in.] Ca,min[in.] Wc,N
2.000 0.000 0.000 1.000
Icam[in.] kc > t[psi]
4.375 17 1 2500
I Calculations AA r
AN.[in 2] ANC0[in 2] Wec1,N Wec2,N Wed,N
Wcp,N Nb[lb]
36.00 36.00 1.000 1.000 1.000 1.000 2404
Results
I
Nth[lb] concrete Nrb[lb] Nua[lb]
2404 0.650 1563 568
I
I
1I
I
I
I
I
I
I Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
I N111:1191
www.hilti.us Profis Anchor 2.3.5
I Company:
Specifier: Sifts&Hill Engineers Page: 4
fier: SMA Project: Coast Seafood Tank
Address: Tacoma,Washington Sub-Project I Pos.No.:
Phone I Fax: (253)474-9449 l Date: 10/1/2013
IE-Mail:
4 Shear load
I Steel Strength* Load Vua[Ib] Capacity+Vn[Ib] Utilization w=Vua/}Vn
2337 24 Status
551 OK
Steel failure(with lever arm)* N/A N/A N/A N/A
I Pryout Strength** 551 1683 33 OK
Concrete edge failure in direction** N/A N/A N/A N/A
*anchor having the highest loading **anchor group(relevant anchors)
I 4.1 Steel Strength
Vsa =ESR value refer to ICC-ES ESR 1917
4)Vsteel Z Vua ACI 318-08 Eq.(D-2)
I Variables
n Ase,v fn 2] futa[psi]
1 0.05 125000
Calculations
I Vs,[lb]
3595
Results
• Vsa[Ib] ysteel 4,Vsa[Ib]
2337 Vua[Ib]
3595 0.650 551
4.2 Pryout Strength
Vc = RANce) Wed,N 11/c,N Wcp,N Nb] ACI 318-08 Eq.(D-30)
V�2 V a ACI 318-08 Eq.(D-2)
ANC see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b)
I ANco =9 het ACI 318-08 Eq.(D-6)
1
Wec,N = 1 +2 eN)5 1.0 ACI 318-08 Eq.(D-9)
3 he/
I Wed,N=0.7+0.3!Oa'mi")<1.0 ACI 318-08 Eq.(D-11)
`1.5het
WAN =MAX(EI0i.t 1.5hef)<1.0 ACI 318-08 Eq.(D-13)
`` Cac Cac
Nb =kb A. Weis ACI 318-08 Eq.(D-7)
IVariables
kcp her[in.] ect,N[in.] ec2,N[in.] ca,,,,[in.]
1 2.000 0.000 0.000
Wc,N Cac[in.] kb A. fc[psi]
1.000 4.375 17 1 2500
ICalculations
ANc[in.2] AN,O[in.2] Weci,N Wec2,N Wed,N Wcp,N Nb[Ib]
36.00 36.00 1.000 1.000 1.000 1.000 2404
1 Results
Vcp[Ib] 4,concrete •Vcp[Ib] Vua[Ib]
2404 0.700 1683 551
I5 Combined tension and shear loads
ON 13v Utilization[3N,v[%] Status
I 0.385 0.327 5/3 36 OK
RNV—pi,+RG<_1
l Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
1 II_ I
I
www.hilti.us Profis Anchor 2.3.5
Company: Sifts&Hill Engineers
Page: 6
Specifier: SMA Project: Coast Seafood Tank
Address: Tacoma,Washington Sub-Project I Pos.No.:
•
Phone I Fax: (253)474-9449 I Date: 10/1/2013
IE-Mail:
7 Installation data
I Anchor plate,steel:- Anchor type and diameter.Kwik Bolt TZ-CS,3/8(2)
Profile:- Installation torque:300.000 in.lb
Hole diameter in the fixture:- Hole diameter in the base material:0.375 in.
Plate thickness(input):- Hole depth in the base material:2.625 in.
I Recommended plate thickness:- Minimum thickness of the base material:4.000 in.
Cleaning:Manual cleaning of the drilled hole according to instructions for use is required.
Coordinates Anchor in.
Anchor x y c_„ c., c.,, c.,,
1 0.000 0.000 - -
1 8 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas
I and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be
strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted
prior to using the relevant Hilti product. The results of the calculations tarried out by means of the Software are based essentially on the
data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be
I put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly
with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an
aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or
suitability for a specific application.
I • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for
the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do
not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or
damaged data or programs,arising from a culpable breach of duty by you.
I
I
I
I
I
I
I
I
l Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
TRINITY CONTAINERS, LLC AG DOMESTIC TANKS
IOVERALL LENGTH
LIQUID DOME RELIEF
IWITHDRAWAL VALVE
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DIAMETER I I
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WIDTH „
IGeneral Specifications ----
Conforms to the last edition and addenda of the ASME code / "\
1 for Pressure Vessels, Section VIII, Division 1. Complies with ' /-iR J
NFPA 58. /' LP GAS \‘
FILLER
I Rated at 250 psig from -20° F. to 125° F.All tanks may be ( G" •O VALVE
evacuated to a full(14.7 psi)vacuum. , v
1 0 /
1 Vessel Finish: Coated with TGIC powder. FLOAT
GAUGE \ NAME
Liquid withdrawal opening located under the dome on the /, PLATE
120wg vessels ONLY. MULTIVLVE
1 ABOVEGROUND VESSEL DIMENSIONAL INFORMATION
All vessels dimensions are approximate
IWATER OUTSIDE HEAD OVERALL OVERALL LEG LEG WEIGHT QUANTITY IN
CAPACITY DIAMETER TYPE LENGTH HEIGHT WIDTH SPACING (APPROX.) FULL LOAD
* 120 wg. 24" Ellip 5'-5 13/16" 2'-8 1/4" 10 1/8" 3'- 0" 250 lbs. 96
' ' 454.2 L 609.6 mm 1671.6 mm 819.2 mm 257.2 mm 914.4 mm 113.4 kg.
*250 wg. 31.5" Hemi 7'-2 1/2" 3'-3 3/4" 12 3/4" 3'-6" 480 lbs. 63
946.3 L 800.1 mm 2197.1 mm 1009.7 mm 323.9 mm 1066.8 mm 217.7 kg.
II *320 wg. 31.5" Hemi 8'- 11 3/4" 3'- 3 3/4" 12 3/4" 4'- 0 1/4" 600 lbs. 45
1211.2 L 800.1 mm 2736.9 mm 1009.7 mm 323.9 mm 1225.6 mm 272.2 kg.
500 wg. 37.42" Hemi 9'- 10" 3'- 9 11/16" 15" 5'-0" 910 lbs. 30
1892.5 L 950.5 mm 2997.2 mm 1160.5 mm 381.0 mm 1524.0 mm 412.2 kg
1000 wg. 40.96" Hemi 15'- 10 13/16" 4'- 1 3/8" 16 1/4" 9'- 0" 1750 lbs. 15
I3785.0 L 1040.4 mm 4846.6 mm 1254.1 mm 412.8 mm 2743.2 mm 793.8 kg
1465 wg. 46.77" Ellip 17'-6 7/8" 4'- 4 3/4" 21" 10'- 0" 2820 lbs. 12
I 5545.0 L 1188 mm 5356.2 mm 1339.9 mm 533.4 mm 3048 mm 1279.1 kg
2000 wg. 46.77" Ellip 23'- 9" 4'- 7" 21" 20' - 0" 3510 lbs. 8
7570.0 L 1188 mm 7239 mm 1709.7 mm 533.4 mm 6096 mm 1592.1 kg
I 'DRAIN PLUG NOT AVAILABLE
Date March 25,2011
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` t °2 JEFFERSON COUNTY
j DEPARTMENT OF COMMUNITY DEVELOPMENT
Date: le'r- Time Received: /4) / rr pm Mon. Of Wed. Thur. Fri.
Date: /6-1
BLD:
g27 Contact Name:
Owner: Contact Number: 360
746-33 y,5 Address: j(Q) ( 1p __ Lay,' 206
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under-ground Framing Under ground Furance
Footing Rough In Air Seal Above ground / Gas
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps Hot Water Htr Interior shear Interior lines Ducts
Post Hole Ventilation Appliance
Underfloor Gas/Wood stove
Man-Homes Insulation
Final Inspection
Setbacks Floor
Foundation Wall Address Posted
Block&Tile Ceiling
t44soN C0
k� �,IG�,of• JEFFERSON COUNTY
4 DEPARTMENT OF COMMUNITY DEVELOPMENT
9SNINGK O
Date: 1a)g61Time Received: a 6 5° am/0 Mon. Tue. Wed. Thur. Fri.
Date: _ _i /1 40 Shit
BID: '' )? — . ♦ far/ Contact Name: d CO
Owner: ' i ontact Number: 360 i S
Address: 001 t4Y1p '' / vi
Notes: au eriu.4 f f'D j,°/bee... d401-4,
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under-ground Framing Under ground Furance
Footing Rough In Air Seal Above ground Gas
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps Hot Water Htr Interior shear Interior lines Ducts
Post Hole Ventilation Appliance
Underfloor Gas/Wood stove
Man-Homes Insulation
Final lnspectio _04
Setbacks Floor
Foundation Wall Address Posted
Block&Tile Ceiling
MECHANICAL AND DEMOLITION PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT#: BLD13-00327 Received Date 10/21/2013
SITE ADDRESS: 1601 LINGER LONGER RD# Issue Date 10/21/2013
APPLICANT: COAST SEAFOODS COMPANY PHONE:
A WASHINGTON CORP
PO BOX ip
SUBDIVISION: 4.J+k Block: Lot:
PARCEL NUMBER: 702254007 Section: 25 Township: 27N Range: 02W
CONTRACTOR:
OWNER, COAST SEAFOODS COMPANY PHONE:
if different: A WASHINGTON CORP
PO BOX 166
SOUTH BEND WA 985860166
PROJECT DESCRIPTION: install six 1000 gal manifold propane tanks
Directions
To Site:
THIS PERMIT IS VALID FOR ONE YEAR AND IS NOT RENEWABLE.
THE FINAL INSPECTION MUST BE SCHEDULED AND PASSED WITHIN THAT YEAR.
THE EXPIRATION DATE IS 10/21/2014.
REQUIRED INSPECTIONS:
Tank/Line/Appliance: /i//1/4
FinalApproval: -t-po- .c r I�E�J )1/51)Y
BUILDING INSPECTION HOT-LINE 379-4455.
REQUESTS MUST BE RECEIVED BY 3 PM THE DAY BEFORE THE INSPECTION IS NEEDED.
Office Hours 9:00 a.m. -4:30 p.m. Monday-Thursday
HOT LINE AVAILABLE 24 HOURS A DAY
\\tidemark\data\forms\F_BLD_Permit_Propane.rpt 10/21/2013