HomeMy WebLinkAbout339 Scribner Rd - Building ELECTRICAL PERMIT N
CITY OF PORT ANGELES 0
360 417 -4735 4
Application Number 12- 00000408 Date 4/10/12
Application pin number 804832
Property Address 339 SCRIBNER RD REPORT SALES TAX
ASSESSOR PARCEL NUMBER: 06- 30- 15 -3 -4- 0125 -0000- on your excise tax form
Application type description ELECTRICAL ONLY
Subdivision Name to the City of Port Angeles
Property Use (Location Code 0502)
Property Zoning
Application valuation 0
Application desc
T -stat new heat pump air handler
Owner Contractor
NORBERG, STEVE ALL WEATHER HTG COOLING INC
339 SCHRIBNER RD 302 KEMP ST
PORT ANGELES WA 98362 PORT ANGELES WA 98362 \�Y
(360) 928 -2157 (360) 452 -9813 X52_ 0171
Permit ELECTRICAL ALTER RESIDENTIAL
Additional desc
Permit Fee 56.00 Plan Check Fee .00
Issue Date 4/10/12 Valuation 0
Expiration Date 10/07/12
c
Qty Unit Charge Per Extension 11,
1.00 56.0000 ECH EL- LVT- THERMOSTAT 56.00 V
S
L
pecial Notes and Comments
Public works electrical engineering has no requirements for
this plan review.
Fee summary Charged Paid Credited Due U
Permit Fee Total 56.00 56.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 56.00 56.00 .00 .00
INSPECTION TYPE DATE: RESULTS: INSPECTOR:
DITCH
SERVICE
ROUGH -IN Li I iI C
FINAL li /2 -31[7— czr,
COMMENTS: 66
PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION
Signature of owner or Electrical Contractor X Date:
G: \EXCHANGE \BUILDING
ELECTRICAL PERMIT
CITY OF PORT ANGELES
360-417-4735
Application Number 12- 00000414 Date 4/12/12
Application pin number 183498
Property Address 339 SCRIBNER RD REPORT SALES TAX
ASSESSOR PARCEL NUMBER: 06- 30- 15 -3 -4 -0125 -0000- on your excise tax form
Application type description ELECTRICAL ONLY
Subdivision Name to the City of Port Angeles
Property Use (Location Code 0502)
Property Zoning
Application valuation 0
Application desc
2 circuits HP and Furnace
Owner Contractor
NORBERG, STEVE BLACK DIAMOND ELECTRICAL CONTR c t
339 SCHRIBNER RD 502 BLACK DIAMOND RD V V
PORT ANGELES WA 98362 PORT ANGELES WA 98363
(360) 928 -2157 (360) 565- 1035
Permit ELECTRICAL ALTER RESIDENTIAL
Additional desc
Permit Fee 68.00 Plan Check Fee .00
Issue Date 4/12/12 Valuation 0
Expiration Date 10/09/12
Qty Unit Charge Per Extension l(�
1.00 5.0000 ECH EL -ECH ADDNT BRANCH CIRCUIT 5.00
1.00 63.0000 ECH EL -R- BRANCH CIR WO/ SER FEED 63.00 1 1
Fee summary Charged Paid Credited Due rl
Permit Fee Total 68.00 68.00 .00 .00 V'
Plan Check Total .00 .00 .00 .00 C�
Grand Total 68.00 68.00 .00 .00
INSPECTION TYPE DATE: RESULTS: INSPECTOR:
DITCH
SERVICE p
ROUGH -IN t f2, 11 )(SP
FINAL 1Z3, l elt1 -147
COMMENTS:
PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION
Signature of owner or Electrical Contractor X Date:
G: \EXCHANGE \BUILDING
E E r 4 �ci, {)hr t
CITY OF PORT ANGELES PERMIT APPLICATION r
Building Division /Electrical Inspections j O? 0
321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362
Ph: (360) 417 -4735 Fax: (360) 417 -4711 ELECTRICAL
ii g 0 Z INSPECTIONS
Date: J 'k 1 2 Single Family Dwelling
Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet
Job Address: ?,3q S c -tii i;
Building Square Footage:
Description of above
.H. r ry a_Le O NmP t 1
Ste, tit GMAIt- •c. -CDP'1
Owner Information Contractor Information
Name: N on. i3G.(i- Name: g �`i )C-Irt L
Mailing Address: 3.c SC w I 'AN a Mailing Address: L 2 BLACK .171 A r
City: State: Zip: City: Pict State: Zip:
Phone: Fax: Phone: ft/ -3 9r Fax:
License Exp. License Exp. 1? L 14C-14.LC gq yp 4_
Item Unit Charge Total (Qty Multiplied by Unit Charge)
Service /Feeder 200 Amp. 120,00
Service /Feeder 201 -400 Amp. 146.00
Service /Feeder 401 -600 Amp 205.00
Service /Feeder 601 -1000 Amp. 262.00
Service /Feeder over 1000 Amp. 373.00
Branch Circuit W/ Service Feeder 5.00
Branch Circuit W/O Service Feeder 63.00 I 6 3
Each Additional Branch Circuit 5.00 1 S"'
Branch Circuits 1-4 75.00
Temp. Service/ Feeder 200 Amp. 93.00
Temp. Service /Feeder 201 -400 Amp. 110.00
Temp. Service /Feeder 401 -600 Amp. 149.00
Temp. Service /Feeder 601 -1000 Amp 168.00
Portal to Portal Hourly 96.00
Signal Circuit/ Limited Energy -1 2 Family Dwelling 64.00
Manufactured Home Connection 120.00
Renewable Electrical Energy 5KVA System or Less 102.00
Thermostat 56.00
Note: $5.00 for each additional T -Stat
NEW CONSTRUCTION ONLY:
First 1300 Square Ft. 120.00
Each Additional 500 Square Ft. or Portion of 40.00
Each Outbuilding or Detached Garage 74.00
Each Swimming Pool or Hot Tub 110.00
6K'' Total
Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required
to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection.
After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making
the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port
Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications
Signature of o, er, elegy rival contractor or electrical administrator: Cash Check 19_
Credit Card
X
Dated: I 01/0112012
04/09/2012 12:25 13604525177 ALL WEATHER HEATING PAGE 02/03
Os e(JR1 4. 1
CITY OF PORT ANGELES PERMIT APP A,,._
Building Division/Electrical Inspections C
321 East Fifth Street .P.O. Box 1150 Port Angeles Washington, 93362 r,, n, la
Ph: (360) 417 -4735 Fax: (360) 41 -4711. 0
CP
Date: `I 9 1 2 Single Family Dwelling
Plan Review May Be Required, I ase Complete Electrical Plan Review Information Sheet
Job Address: 9 5LAN wr v
Building Square Footage: a0 t
Description of above
a• a. a t I u, a s QU (_y ,1,t.,
Owner In formatio Contrac or Infgrma I n
Name: L1' l�f lnC( 4 U�. .LMZ A ll Wt.,f1.. f
Mallin Addres �I I a l Name: a
City: 1.4 G State: City: :in Address• a` a p, V t c
Phone:,ci� zip Ci °I83(oa,
Fax: State; Zip,
License# Exp. Phone: d Fa x: a �I77
License 0/Exp. 1 '-t 0 V
Item Unit Charge gly Service /Feeder 200 Amp. $120 00 Total (Qt1CMultiplled by Unit Cha9e1
Service /Feeder 201 -400 Amp, $146.00
Service/Feeder 401 -600 Amp 205,00
601 -1000 Amp, 262,00
Service /Feeder over 1000 Amp. 373.00
Branch Circuit W/ Service Feeder 5.00
Branch Circuit W/0 Service Feeder 63.00
Each Additional Branch Circuit 5.00
Circuits 1.4 75.00
Temp. Service/ Feeder 200 Amp. 93.00
Temp. Service/Feeder 201 -400 Amp. 110.00
Temp. Service /Feeder 401 -600 Amp. 149.00
Temp. Service /Feeder 601 -1000 Amp 168.00
Portal to Portal Hourly 96.00
Signal Circuit/ Limned Energy 1 2 Family Dwelling 64,00
Manufactured Home Connection 120.00
Renewable Electrical Energy 5KVA System or Less 102.00
Thermostat 56.00
Note: $5.00 for each additional T -Stat 6 t2'
tIEW CONSTRUCTION ONLY;
Firs( 1300 Square Ft. 120,00
Each Additional 500 Square Ft. or Portion of 40.00
Each Oulbullding or Detached Garage 74.00
Each Swimming Pool or Hot Tub 110.00
go 0` Total
Owner as defined by RCW,19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner Is required
to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection.
After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making
the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW, Chapter 19.28, WAC. Chapter 296 -46B, The City of Port
Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications.
Signature
101 o off owner, electrl I contractor or electrical administrator: 0 Cash 0 Check
0 Crodlt Card
X Dated: I 1 4
0110112012
CITY OF PORT ANGELES
rigagh DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number 12- 00000405 Date 4/10/12
Application pin number 762940
Property Address 339 SCRIBNER RD REPORT SALES TAX
ASSESSOR PARCEL NUMBER: 06-30-15-3-4- 0125 -0000-
Application type description MECHANICAL APPL. PERMIT on your state excise tax form
Subdivision Name
Property Use to the City of Port Angeles
Property Zoning (Location Code 0502)
Application valuation 12667
Application desc
HEAT PUMP
Owner Contractor
NORBERG, STEVE ALL WEATHER HTG COOLING INC
339 SCHRIBNER RD 302 KEMP ST
PORT ANGELES WA 98362 PORT ANGELES WA 98362
(360) 928 -2157 (360) 452 -9813
Permit MECHANICAL PERMIT
Additional desc HEAT PUMP
Permit Fee 64.80 Plan Check Fee .00
Issue Date 4/10/12 Valuation 0
Expiration Date 10/07/12
Qty Unit Charge Per Extension
BASE FEE 50.00
1.00 14.8000 EA ME- FURN /HP /FAU OR 5 TON 14.80
Fee summary Charged Paid Credited Due
Permit Fee Total 64.80 64.80 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 64.80 64.80 .00 .00
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the
last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions
of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does
not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
9/1° I a (nr l Y)L eo�,,;� y�14,1 41.0
Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder)
T:Forms /Building Division /Building Permit
BUILDING PERMIT INSPECTION RECORD
PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS
Building Inspections 417 4815 Electrical Inspections 417 4735
Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886
IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED.
POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
5
FOUNDATION:
Footings
Stemwall
Foundation Drainage Downspouts
Piers
Post Holes (Pole Bldgs.)
PLUMBING:
Under Floor Slab
Rough -In
Water Line (Meter to Bldg)
Gas Line
Back Flow Water FINAL Date Accepted by
AIR SEAL:
Walls
Ceiling
FRAMING:
Joists Girders Linder Floor
Shear Wall Hold Downs
Walls Roof Ceiling
Drywall (Interior Braced Panel Only)
T -Bar
INSULATION:
Slab
Wall Floor Ceiling
MECHANICAL:
Heat Pump Furnace FAU Ducts
Rough -In
Gas Line
Wood Stove Pellet Chimney
Commercial Hood Ducts FINAL Date rt L a 1 �ii4 ccepted by
MANUFACTURED HOMES:
Footing Slab
Blocking Hold Downs
Skirting
PLANNING DEPT. Separate Permit #s SEPA:
Parking Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE
Inspection Type Date Accepted By N
Electrical 417 -4735
Construction R.W. PW Engineering 417 -4831
Fire 417 -4653
Planning 417 -4750 cJ 1
Building 417 -4815
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04/09/2012 12:23 13604525177 ALL WEATHER HEATING PAGE 02/03
BUILDING /PLUMBING /MECHAN /CAL PERMIT APPLICATION SHORT FORM
(To be used for projects that do not require plan review.)
Date Received
City of Port Angeles Permit y 0
Please print in ink. Date Approved
Attn: Building Permit Technician Approved by
321 E. 5' St., Port Angeles, WA 98362 f 1
360 -417 -4815 fax: 360 417 -4711 Credit card payments are accepted Mon -Fri 8 -5 pm (no American Express)
Hours: Mon through Fri 8 5 pm Cash checks are accepted Mon -Thurs 8:30 -4 pm Fri 8:30 -12:30 pm 3
Contact person; Phone:
Ali VV` eoh�.( Vie Coolies 9 2(3
Property owner. Q S
5 hL∎A N o�6 b5 v� !fie e�� Ph one: 9 S a. 3 d 3 (d
Property owner's mailing address:
)3y \r\ nix a
Contractor's business name: 611 Nhe,.tVW uvA dr. (,poll VV��.�..� Phone:
(or property owner's name if he /she is doing /overseeing thework) �J �5� �8I
Contractor's mailing address O
Contractor's L &I license number: date:
A tj 15o I
Project Address:
Project Type: ItResidential o Commercial a Industrial o Multi family
Project Business Name:
(for commercial, industrial, or multi family projects)
The following permits are usually issued over the counter immediately, without the need for plan review.
Complete only the portions of this permit that are relevant to your project. RECEIVED
Re roof: house o garage o other APR 9 2012
Q tear off re -roof o lay over one layer
Licensed contractor: Submit a copy of your re -roof bid,
CITY OF PORT ANGELES
Project Valuation (labor materials, not including sales x) BUILDING DIVISION
Re side: o house o garage other
Project Valuation (labor materials, not including sales tax)
Repair: (explain the project)
Project Valuation
Homeowner: If you will be doing overseeing the work, then the project valuation will be determined by doubling the
cost of materials, to reflect the value the repair adds to your property.
Cost of materials x 2 Project Valuation
T:Forms /Building Division /Building /Plumbing /Mechanical Permit Application Short Form (Revised 2011) O
Page 1 of 2
04/09/2012 12:23 13604525177 ALL WEATHER HEATING PAGE 03/03
Swimming Pool or Spa (z 24" deep): For prefebriceted swlmming ool or spa Projects that
demot require plan review,;
Obtain the City of PA handout entitled "Pools Spas" follow the requirements.
Project Valuation
Demolition: A demolition permit Is needed when an entire building gets demolished.
What will be demolished? house to garage a other
Note; some demolition permit applications need to be reviewed by various City departments, and may take
approximately two weeks to obtain,
Agree to ensure that all utilities are /wIll be properly turned off (and capped off if needed)
prior to demolition,
(1) Obtain (from the Clty of PA) an aerial view map of the parcel and put an "x" over the structure(s) to
be demolished. Submit the map with this application.
Obtain (from the City of PA) a copy of the Olympic Region Clean Alr Agency (ORCAA)
Demolition Permit Application.
Contact ORCAA at 360 -417 -1466 to discuss whether or not an ORCAA Demolition Permit will also
be needed.
yes d no Will the debris be going to the Regional Transfer Station in Port Angeles?
ra yes to No If yes, will a licensed contractor be taking it there?
If yes, obtain (from the Clty of PA) a copy of the Waste Disposal Application.
Complete and submit the waste disposal application to the Building Permit Technician, now
(or later If asbestos testing is needed),
1
Plumbing Permit: Lejspitalhe orolectl
Project Valuation
Mechanical Permit: (explain the proiectl
Installation. o :I Heat Pump
Protect Valuation jA4622,jzza,
have read and completed this application and know it to be true and correct. I ern authorized to apply for this permit
and understand that It is my responsibility t• determine what permits are required, and to obtain permits prior to
working on projects.
Date 1 011 J Signature
Print Name Karen McKeown
Page 2 of 2
OLYMPIC ELECTRIC
l4I01 V
4 ~I' ..
04/07/2004 08:59 F~~ ~60452~498
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ELECTRICAL PERMIT APPUCA TION
flQl OPflCIAL UN ~LY
-
-..
---
--
The E 'ecft'icul PermIt ApplicatiOn mU5t be ffllltd out CO"'..,."'.
P ltoo..1)'Pe or ..llfInlln InI<. "you 110"" O"ll q__. pl_ coli (310) 417-4735
F_ nurn""" IHIl) .,7-4711
03 - 9~r;
O"'-....~I.o.eon_Agen~ 01 ympic El ectr ic
PnlPOftyOomr. . lh-v~ ~r6~
Add....:J.r9 ~~/1,.r 7"
E'........ eon_ Olympic Electric Co., Inc.
~ 4230 Tumwater
Co., Inc.
Ph...: 457-5303
Fu: 452~34ge
PhOne: Jfs;.z -.? 2. :J:'J
Zip: '7.1t?A'..z
3/31/03 Phone: 457-5303
2lp: 98363
INSTAlI.ATION WIREO !lV:
o OWNER
CIIY: ~-r -4/]J,,/cr
~_I: a. \'M'EC289)le.,>o
Cllr' Port Angeles
l(, ELEC"lRICAL CONTRACToR
c~c.nlHoJrIwHente: Charles T. Burkhardt, Olympic Electric Co.. Inc.
BllHng Adtll'U8: Same
CnJdIt c.nI Number.
City:
Exp. Da,.:
Zip:
V1SA:~ MC:_
PROJECT_: :1~'T ~",",-j,n'-r 33'1 SceAI3N~ R.-D,
TYPE OF WORlSi Check sll1tlat apply. .. Iil1\iterallol\lAlldltlon
~entl&l 0 Multi-family 0 Commercial U Mobile Home Sq. Fl
. 0 Ramol8 MllI8r ljl1S'elached g&l'aglll 0 Hot Tub 0 SWIm Pool 0 Septle Pump , '0 LawValIage o TlIIROOm. 0 SlQ
Number of ClrcuIta eddlld or allered:
OES.CRJPTION OF TIlE ELEC'TRICAl- Pf;lOJECT: f.t7,'l
1//, a~I'4 VAJ ~..7r~
Elec:trleall ...... Addition. and or ubtrllCtlone
D _boara
D Fumace
0_ Pump
o F.,.WiIII
AArvIce lnfon,~tion
KW
KW
TON
-KW
Vollag.: ,.2/10
I'tIase: III'T 03
SeMce Size:
Feeder Size: 2.t;' ,tt'l.6' fCl.;17fV
L.AR
o Ove_ SeN1""
CJ T6fIlp S_
a UncJerground Service
.
PAMC 14.05.0Il0(B): For Induslrisl. commen:llll. & '-ntllil prqecte l\lI'iler ,,",n 8 duplex. a Dna -line drBwlng of tI'le EI8cIrfcBI Service &
FtoIIdlonl.lUIdIr1lllll:lI (III. n.), IoBd CBk:lIiBllon8. 8f1d Ihe\y pe & Dt conduc::(Dn ertJIor rBCBWlIY is noquIred ancJ .haII accom peny ""
EllIcIIkaI PenrNt appIlcIIIIon.
I hlilrflby cettif'y the! I heve reed 8IId examined this appIlcatiOl'l end know that S8me to be true and correct, and I rM
ffUthorized to sppIy for this permit I understalXl it Js not the City's Jeg81 responsibility to determine what permJl$
are rsquirad; it remains the applice/1ts responsfblltry to determJne what permits are required and to obtain such.
f{f /04--
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IpoRT NGELES
WASHINGTON, U.S.A.
DATE: October 24, 2002
ME M O TO: Permit Counter
FROM: Public Works and Utilities Engineering
PUBLIC WORKS
& UTILITIES RE: Building Application Review Comments
DEPARTMENT
Glenn A. Cutler
Director[4801] 1) 339 Scribner Road - Marimon Short Plat.
Phyllis Rasle, There is no conflict with Electric Utility.
[48®} Confirmation of an existing easement or creation of a new easement for the
ca,e ~,e~,a~ existing primary underground along the easterly property line is required.
[47003
CRy En,inecr [4803]
[4702]
Jo~n G. Hebner
Power Resources Mgf Electrical Engineer Specialist
[4713] (360) 417-4706
[4835]
[473]]
[4825]
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Nua%ber ..... 03-00000966 Date 10/28/03
Property Address ...... 339 SCRIBNER RD
ASSESSOR PARCEL NUMBER: 06-30-15-3-4-0125-0000-
Application description . . . R~S DETACHED GARAGE
Subdivision Name ......
Property Zoning .......
Application valuation .... 11309
Owner Contractor
NO~BERG, STEVE TOWN & COUNTRY POST FRAME BLDG
339 SC~IBb~R RD 16521 ~ 99, SUITE B
PORT ANGELES WA 98362 Li~WOOD WA 98036
(360) 928-2157 (425) 743-1555
...... Structure Information 864SF POST F~AMED BLDG .....
Construction Type ..... TYPE V NON-RATED
Occupancy Type ...... GARAGES, CARPORTS, SHEDS
Other struct info ..... NUMBER OF UNITS 1.00
Permit ...... BUILDING PERMIT -RESIDENTI;tL
Additional desc . . 864SF POST FRAMED BLDG
Permit Fee .... 232.75 Plan Check Fee . . 93.10
Issue Date .... 10/28/03 Valuation .... 11309
~xpiration Date . . 4/26/04
Qty Unit Charge PerBASE FEE Extension92.75
10.00 14.0000 THOU BL-2001-25K (14 PER K) 140.00
Other Fees ......... STATE SURCHARGE 4.50
Fee summary Charged Paid Credited Due
PeImit Fee Total 232.75 232.75 .00 .00
Plan Check Total 93.10 93.10 .00 .00
Other Fee Total 4.50 4.50 .00 .00
Grand Total 330,35 330.35 .00 .00
Separate Permits are required for electrica~ work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or Ioca~ law regulating construction or the performance of
constru~/
[Sig~atur~ of Contractor or Authort~d Agent Date Signature of Owner (if owner is builder) Date
T:\PLANNING\FORMS\1102.15 [4/2002]
FOR OFHC1AL USE
BUILDING PERMIT- APPLICATION
Permlt #:~
CO~K~ ~ ~ ac~ far ~w. If ~u ha~ a~ qmS, all ~
D~
(360) 4~7~15~' "'
~ OF ~ S~UATION~
SEP-30-2803 10;58 TOLdN & COUNTRY 425?4243?8 P.
~ ,~ Suite B · 16521 Highway 99 · Lynnwood, WA 98037-3199
H ~'OWtl ~ Cou[IC~[_ Everett: (425) 258-4171 Puyallup: (253) 840-9552
a POST FRAME BUILDINGS Administrative Headquarters: (425) 743-1555
FAX: (425) 742-4378 Toll Free: 1-800-824-9552
- ~' ~v~,~o,o~ www. permabilt.com Contractor's Lic. #: TOWNCPffO99LT
City of Po~t Angeles Building Division
Attn: Jim Lierly
P. O. Box 1150
Port Angeles, WA 98362-0149
(360) 417-4815
Subject: Norberg Post Frame Building Construction Plans
To whom it may concern:
The plans submitted by Towne and Country/G-reg Stamatiou £or the subject project havc
been prepared, reviewed and sealed by James J. Hanay. Please attach this letter tt~e,. ~
'structural calculations for that project.
ll.E
Please reply if you have any questions or concerns regarding this correspondence.
Sincerely,
Town and Country Post Frame Buildings, a Division of Permabilt
9/30~003
TOTAL
Administ rat~'e Headquar~e m: (425) 743~ 1555
NAME ~0~ JOB ~
- ~ ~ SHEET NO. [ OF
~ualiF: ~rFumreOepen~on[tTM CALCU~TED BY ~ DATE
STRUCTURAL CALCULATIONS FOR Norberg/52376
BUlLDING DIMENSIONS AND DESIGN SPECIFICATIONS
Gridsystem or Clearspan (G/C)
Length (It) 36 maximum length 120 ft
Span (it) 24 maximum span 40 ft
Bay Size (15) 12 maximum bay size 14 15
Post Spacing (fi) 12 mardmum post spacing 14 15
Eave Height (t5) 9 maximum eave height 16 15
Roof Slope (rise/12) 4 maximum rise 4
Purlin Spacing (in) 24 maximum spacing 24 in
Girt Spacing (in) 24 maximum spacing 24 in
T-girt Spacing (in) 48 maximum spacing 72 in
Rake Overhang (in) 0 mammum overhang 24 in
Eave Overhang (in) 18 maximum overhang 24 in
Total Endwall Availability (15) 36
Total Sidewall Availability (it) 44
Seismic Zone 3
Wind Exposure C
Design Wind Speed (MPH) 80
25% Wind Load Reduction yes Section 1624 UBC
Siding Type Metal
Snow Load (PSF) 25
Dead Load, Total Roof System (PSF) 3
Foundation Hole Diameter (in) 18 minimum diameter 18 in
Foundation Hole Depth (in) 54 minimum depth 54 in
Allowable Soil Bearing Pressure (PSF) 2000 12 inches below surface
Allowable Lateral Soil Pressure (PSF) 200 12 inches below surface
Concrete Slab (yes/no) yes 2000 PSI, 4 inch thick
SWaetural Calculations-52376 I 9/12/2003
SHEAR WALL AND ROOF DIAPHRAGM CALCULATIONS
Building Dimensions
span (fi) 24.0 Maximum building span 40 fi
length (fi) 36.0 Maximum building length 120 fi
slope (rise/12) 4.0 Maximum slope 6/12
eave height (fi) 9.0 Maximum eave 16 ff
Roof Diaphragm Requirements
Projected Vertical Roof Area (SF) 160.0
Horizontal components of.3
inward and .7 outward
Total Ca 0.32 requirements.
Design Wind Pressure (PSF) 4.6 C~CqqsIw equation
Total Roof Drag (lb) 740.6
Distance along sloped surface of
RoofDiaphragmUnit Shear (lb/fi) 29.3 roof diaphragm
GOOD
Shear Wall Requirements (Perpendicular to
Ridge)
Windward Wall Area (SF) 324.0
Design Wind Pressure (PSF) 18.1 CeCqqsIw equation
Windward and Leeward Wind Load (lb) 5854.3
Total Wind Load to Shear Walls (lb) 2935.9
Unit Shear (lb/fi) 81.6 GOOD
I
Total Wind Load/Allowable Shear (fi) 30.1 I No cross bracing required
n/a 0.0
cross bracing capability (lb) 1320.0 GOOD
Shear Wall Requirements (Parallel to Ridge)
Windward Wall Area (SF) 264.0
Design Wind Pressure (PSF) 18.1 C~CqqsIw equation
Windward and Leeward Wind Load (lb) 4770.1
Total Wind Load to Shear Walls (lb) 1788.8
Unit Shear (lb/fi) ' 40.7
Total Wind Load/Allowable Shear (it) 18.4 GOOD
I No cross bracing required
Structural Calculations-52376 1 9/12/2003
Roof Slope (rise/12) 4.0
Span fit) 24.0
Eave Height (fi) 9.0
Roof Diaphragm Allowables*
Condition 1 - Edge Fasteners
Edge fastener quantity along rake beam, Ne 17.0
Panel width, W (in) 36.0 Standard panel width
Panel length, L (it) 12.6
Purlin quantity, Np 5.0 Spaced 2 feet on center.
End distribution factor, ct~ 1.0 Standard hole pattern
Purlin distribution factor, ere 1.0 Standard hole pattern
Values used to calculate
Fastener distance from centerline, x~ 4.5, 13.0 distribution factors.
Structural fastener strength, Qf (lb) 633.0 Actual Test Value.
Ultimate Shear Strength (lb/f~) 1201.0
Roof Diaphragm Allowables~
Condition 2 - Interior Panel Fasteners
Panel depth, D (in) 0.625 Manufacturer information
Panel width, W (in) 36.0 Standard panel width
Panel length, L (it) 12.6
Purlin quantity, Np 5.0 Spaced 2 feet on center.
Purlin spacing, L, fit) 2.0
Base metal thickness, T (in) 0.0172 Manufacturer information
Stitch fastener quantity, N, 6.0
Values used to calculate
Fastener distance from centefline, x~ 4.5, 13.0 distribution factors.
Structural fastener strength, Qf (lb) 633.0 Actual Test Value.
Stitch fastener strength, Q, (lb) 312.0
intermediate equation L 0.960
intermediate equation B 6.7
Ultimate Shear Strength (lb/It) 331.7
Stmemr~[ Calculations-52376 2 9/12/2003
Roof Diaphragm Allowables*
Condition 3 - Fasteners at Corner Panels
Fastener quantity/foot at eave 1.3
Ultimate Shear Strength (lb/ft) 311.9
Summary of 3 Conditions
end fasteners 1201.0
interior panel 331.7
corner fastener 311.9
Governing Design Condition 311.9
Suggested Safety Factor 2.35
Wind Duration Adjustment 1.33
Roof Diaphragm Shear Allowable (Ib/ft) 176.5
Shear Wall Diaphragm Allowables*
Condition 1 - Edge Fasteners
Condition 1 not applicable. Wall girts are only
vertical surface used for metal panel attachment.
Shear Wall Diaphragm Allowables*
Condition 2 - Interior Panel Fasteners
Panel depth, D (in) 0.625 Manufacturer information
Panel width, W (in) 36.0 Standard panel width
Panel length, L (fi) 9.0
Girt quantity, Ng 3.0 Spaced 2 feet on center.
Girt spacing, Lv (fi) 2.0
Base metal thickness, T (in) 0.0172 Manufacturer information
Stitch fastener quantity, Ns 0.0
Values used to calculate
Fastener distance from centerline, x~ 4.5, 13.0 distribution factors.
Structural fastener strength, Qf (lb) 633.0 Actual Test Value.
Stitch fastener strength, Qs (lb) 312.0
intermediate equation )~ 0.960
intermediate equation B 2.5
Ultimate Shear Strength (lb/fi) 170.2
Shear Wall Diaphragm Allowables*
Condition 3 - Fasteners at Corner Panels
Fastener quantity/foot at ba~e girt 1.3
Structural Calculations-52376 3 9/12/2003
Ultimate Shear Strength (lb/fi) 172.1
Summary of 3 Conditions
end fasteners Not Appl.
interior panel 170.2
corner fastener 172.1
Governing Design Condition 172.1
Suggested Safety Factor 2.35
Wind Dur .ation Adjustment 1.33
Shear Wall Diaphragm Shear Allowable (Ib/ft) 97.4
*Calculation method taken from Steel Deck
Institute Diaphragm Design Manual Second
Edition, Chapter 2.
Structural Calculations-52376 4 9/12/2003
APPLICABLE BUILDING DIMENSIONS
span (it) 24.0 Maximum building span 40 it
length (fi) 36.0 Maximum building length 120 ft
slope (rise/12) 4.0 Maximum slope 6/12
eave height (it) 9.0 Maximum eave 16 ff
bay size (it) 12.0 Maximum bay 14 ff
post spacing (it) 12.0 Maximum post spacing 14 fi
SlDEWALL POST CALCULATIONS
Axial Loading
post width (in) 4
post depth (in) 6
cross sectional area (sq in) 19.25
tributary load (PSF) 4536
allowable Fc (PSI) 1300
E (PSI) 1300000
FcE 640 see section 3.7.1 NDS
FcE/Fc' 0.49
adjustment factors
duration of load Cd 1.15 snow
size factor Cf 1.10
incising factor Ci 0.80 preservative treatment
column stability factor Cp 0.42 see section 3.7.1 NDS
Fc' (PSI) 558
bearing stress (PSI) 236 GOOD
Bending
unit wind load on post (lb/ft) 150 Cq=.9
maximum moment (lb in) 10259 assume propped cantilever
allowable Fb value(PSI) 850 NDS Table 4A
adjustment factors
duration of load Cd 1.60 wind
size factor Cf 1.10
incising factor Ci 0.80 preservative treatment
beam stability factor C1 1.00 lateral support provided
Fb' (PSI) 1196,8
moment of inertia (in4) 49
induced stress (PSI) 581 GOOD
Combined Axial Compression and Bending Load Combination D+.5S+W
equation 3.9-3 NDS 0.64 GOOD
Structural Calculations-52376 1 9/12/2003
ENDWALL POST CALCULATIONS
Axial Loading
post width (in) 6
post depth (in) 6
cross sectional area (sq in) 36
tributary load (PSF) 2520
allowable Fc (PSI) 850
E (PSI) 1300000
FcE 901 see section 3.7.1 NDS
FcE/Fc' 1,15
adjustment' factors
duration of load Cd 1,15 snow
size factor Cf 1.00
incising factor Ci 0.80 presemative treatment
column stability factor Cp 0.74 see section 3.7.1 NDS
Fc' (PSI) 577
bearing stress (PSI) 70 GOOD
Bending
unit wind load on post (lb/ft) 150 Cq=.9
maximum moment (lb in) 21405 assume propped cantilever
allowable Fb value(PSI) 975 NDS Table 4D
adjustment factors
duration of load Cd 1.33 wind
size factor Cf 1.00
incising factor Ci 0.80 preservative treatment
beam stability factor C1 1.00 lateral support provided
Fb' (PSI) 1037.4
moment of inertia (in4) 108
induced stress (PSI) 595 GOOD
Combined ~xial Compression and Bending Load Combination D+.5S+W
equation3.9-3 NDS 0.63 GOOD
Structural Calculations-52376 2 9/12/2003
PURLIN CALCULATIONS 2x6 S4S
bending
snow load/dead load on purlin (lb/It) 55 24 in spacing
maximum moment (lb in) 10911
allowable Fb value(PSI) 850 NDS Table 4A
adjustment factors
duration of load Cd 1.15 snow
size factor Cf 1.30
beam stability factor C1 1.00 lateral support provided
repetitive member Cr 1.15
Fb' (PSI) 1461
moment of inertia (in4) 208
induced stress (PSI) 1443 GOOD
partially enclosed structures
snow load/dead load/half wind on purlin (lb/fi) 77 24 in spacing
maximum moment (lb in) 15322
induced stress (PSI) 2026 BAD
GIRT CALCULATIONS 2x6~ S4S
T-girt spacing (in) 48
Standard girt spacing (in) 24
Bending
unit wind load, inward (lb/fi) 68.4 Cq=.9
maximum moment (lb in) 13576 post spacing critical
allowable Fb value(PSI) 850 NDS Table 4A
adjustment factors
duration of load Cd 1.33 wind
size factor Cf 1.33
beam stability factor C1 1.00 flat use
flat use factor Cfu 1.00 T configuration
repetitive member Cr 1.15
Fb' (PSI) 1729
moment of inertia, standard girt (in4) 1.5
not a composite section, analyze
as individual pieces (no parallel
moment of inertia, horizontal girt (in4) 20.8 axis theorem)
maximum moment to horizontal girt (lb in) 12636.3
maximum moment to standard girt (lb in) 939.9
induced stress to horizontal girt, (PSI) 1670.9 GOOD
induced stress to standard girt (PSI) 455.7 GOOD
Structural Calculations-52376 3 9/12/2003
unit wind load, outward (lb/fi) 50.0 Cq=.9
nail allowable, withdrawal (lb/in) 27.0 Table 11.2C
adjustment factors
duration of load Cd 1.33 wind
adjusted nail allowable (lb) 71.8
maximum nail spacing (in) 17.2 horizontal/standard girt connection
Partially Enclosed Structures Only
unit wind load, outward (lb/fi) 77.8 Cq=l.4, wall element
maximum hail spacing (in) 11.1 horizontal/standard girt connection
RAKE BEAM CALCULATIONS (2xl 2)+(2x6)
Bending
unit snow load and dead load on rake beam (lb/fi) 168
maximum moment (lb in) 33327
allowable Fb value(PSI) 850 NDS Table 4A
adjustment factors
duration of load Cd 1.15 snow
size factor Cf1.00 2x12
beam stability factor C1 1.00 lateral support provided
repetitive member Cr 1.00
Fb' (PSI) 978
moment of inertia (in4) 198.8
induced stress (PSI) 943 GOOD
Structural Calculations-52376 4 9/12/2003
CONNECTION CALCULATIONS
Truss Block Attachment {rake) single shear bolt loading
tributary load (lb) 2268.0
bolt shear allowable, Z1 (lb) 1100.0 3/4 inch diameter, table 1 lA NDS
adjustment factors
duration of load Cd 1.15 snow
modified bolt allowable ZI', (lb) 1265.0
quantity of bolts required 2
Truss Block Attachment {non-rake} double shear bolt loading
tributary load (lb) 4536.0
bolt shear allowable, Z1 (lb) 2190 3/4 inch diameter, table 11F NDS
adjustment factors
duration of load Cd 1.15 snow
modified bolt allowable, Z' (lb) 2518.5
quantity of bolts required 2
Truss Uplift (non-rake}
design load (PSF) 16.0 DL(down)+W(up)
tributary area/post (SF) 81
tributary load/post (lb) 1298.3 up load
minimum nails required/connection 9
Truss Uplifh partially enclosed {non-rake}
design load (PSF) 20.4 DL(down)+W(up)
tributary area/post (SF) 81
tributary load/post (lb) 1654.0 up load
minimum nails required/connection 11
Girt/Post Attachment
wind load, outward (PSF) 12.5 Cq=.9, wall element
tributary area, standard girt (SF) 12.0
tributary area, t-girt (SF) 24.0
withdrawal load on attachment, standard girt (lb 150.1
Tab. 11.2C face nail allowable, 2" penetration (lb) 54.0 G=.43,. 162 nail dia., 1=3.5
adjustment factors
duration of load Cd 1.33 wind
modified face nail withdrawal allowable (lb) 71.8
face nails per standard girt 3.0
total withdrawal capability of face nails (lb) 215.5 GOOD
Structural Calculations~52376 1 9/12/2003
withdrawal load on attachment, t- girt (lb) 270.2 90% of load to T-girt
face nails per t-girt 3.0
total withdrawal capability of face nails (lb) 215.5
Tab. 1 lN allowable (lb) 122.0
adjustment factors
duration of load Cd 1.33
toe nail factor Ctn 0.67
modified toe nail withdrawal allowable (lb) 108.7
toe nails per t-girt 3
total shear capability of toe nails (lb) 326.1
total withdrawal capability oft-girt connection (lb) 541.6 GOOD
Structural Calculatiom-52376 2 9/12/2003
FOUNDATION CALCULATIONS
Bearing Pressure
foundation hole diameter (in) 18.0
foundation hole depth (in) 54.0 including concrete depth
allowable foundation pressure (PSF) 3400 Table 18-I-A UBC, see footnote 2
maximum tributary area (sq It) 144.0
maximum tributary load (lb) 4032.0
induced soilpressure (PSF) 2281.6 GOOD
Wind Loading (constrained foundation)
eave height (it) 9
lateral soil allowable (PSF) 200 12" below surface
foundation diameter (in) 18.0
foundation depth (It) 4.5
total wind load/shear wall (lb) 1468.0 (roof drag and wall load)/2
foundation posts/endwall 3.0
lateralload/endwall post 489.3 transferred to foundation
lateral load/sidewall post 422.2 transferred to foundation
adjusted lateral soil allowable (PSF) 425.6 S3 value, eq. 6-2, chap 18, UBC
required endwall post embedment (It) 2.88 GOOD
required sidewall post embedment (It) 3.35 GOOD
Wind Loading {non-constrained foundation)
eave height (t5) 9
lateral soil allowable (PSF) 200 12" below surface
foundation diameter (in) 18.0
foundation depth (ft) 4.5
total wind load/shear wall (lb) 1468.0 (roof drag and walt load)/2
foundation posts/endwall 3.0
lateral load/endwall post (lb) 489.3 transferred to foundation
lateral load/sidewall post (lb) 422.2 transferred to foundation
adjusted lateral soil allowable (PSF) 284 S1 value, eq. 6-1, chap 18, UBC
intermediate value A, endwall 3.81
intermediate value A, sidewall 3.28
required endwall post embedment (It) 5.23 BAD, Increase Foundation Size
required sidewall post embedment (lb) 5.22 BAD, Increase Foundation Size
Structural Calculations-52376 I 9/12/2003
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SCHEDULES ;', [ ~ '~ '"~ : ',
AND NOTES .I: N,~,~ ,~,~ ,,~ ,,
CITY OF PORT ANGELES
LIGHT DEPARTMENT
ELECTRICAL PERMIT
N? 16321
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Port Angeles, Washlngton.........,LL....._,:....................................... 19....!~..
In accordance with the City Ordinance to regulate the installation, extension. or repair of elec-
trical equipment in, on, or about any building or other structure in the City of Port Angeles, per-
mission is hereby granted to do electrical work as listed below.
3""9 . J . , ~
Address ..___..___.:?_________...,;~--------.---------:.---------...,,----./.--:::.---hhd. Occupancy__...!...~:,._:.~.~....:.:......__.d.............
Owner .___________h....__.....__.....____....hd___d.....__m__.____._____ Tenant.............h.___h.....___.h.__....___..___.___.__..__h______...____.
Wiring Contractor ....:................d.............h.__........hdh.__.:______ By..................h..dd....__...________dh__________._____...__..
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Light Outlets...mm.mmC....:...m.._.._.....
Service, volts ......~...:m;.h.h...n..m.......
No. wires __nnnun...._...............h.....
Receptacle Outlets.._....:.:~__.'.::..._.....h...
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Dryer, KW _.nnnL~:.__......n.n....n.n...____
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Range, KW m!:_~.:':..mmnm
Water Heater:
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KW....hm.o.nnmh__.m.mmm.
Heat: KW.....:.:~~..~n....m'~~~~._.:_..L....m.
Size wires........_.n..............h......._..
Main fuse ..mmhnnnmm..m.____.......
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Enclosure _...mm...._:~...........m.h..m
Type of Wiring:
Entrance Cable ......n...........m.
Motors: size, volts and phase:
I
;I'.n....n.n....h._.nnnn__._._......._.....hn......_
Rigid Conduit
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...._____.....__..................................n.......
Metallic Tubing .mh_.....nm..........
Current transformers:
No. & Size............n_n..nn................
Ser. NO............n...............nnn.n..n..._
Ser. NO....h.h..........n.nnnnnn..n_.......
Ser. No. ........_...........__.00.....00..........0..
Total Load...m........nn...nnn..
Ser. No. __.._.00..........0....0...0..000000._.......
Remarks: ____......h.______...........__.__..___...........d___..__.__________..........__...h__d_______................._____________.....__....................
Fermlt Fee
(/ :'"
$ ..............__...__.....d__..___..
Treas. Receipt
No........____........._.......
By .hd..______,.,............_____.~__.....:......................h...
Type of Wiring:
Armored Cable ...mm....n.m.m.......
Non.Metalllc ...."........n.................
Knob & Tubenm.nnnhn....._mm...._
Rigid Conduit .....n.m..............m...
Metalllc Tuhing ......n......m..........
Raceway .........._...................._......_
CIrcuits, Light.................h.m...h.m.......
Utility .."......"m_".....h,,'mhhh..hh'
Heat .._...................._.............._......
Range n.........._._.."""..""'_'_""'._"'"
Water Heater _._.........__._..nn.........
Motor ..._............._......_...................
Dryer nhnnunnn..n__..nn.nn.n._.n.nn....
Furnace .nnn._...n...n......'_...........h......
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Total ......."':':...._........................
NOTICE-Current must not be turned on until Certificate of Inspection has been issued. If work is to be eon-
CI aled due notice must be given the Inspector so that work may be inspected before concealment.
NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION
ELECTRICAL PERMIT
N?
16321
A,.:dress..................._............................................................_..............................._.......................Date..._.......n__.._.._.........._......_.......__......._
O' (ner hnn...............n_.n....n.._n...._.._......_n...._.._.n..................n.........................._..un... Tenant_...nn..........nnnuunnnn.._......h....nnnn......_..
,\\'lring Contractor .........................._.............n._..._..........._.......__.............................................._..... By...................._...._........................_...__..__..
NOTICE-Current must not be turned on until Certlflcate of Inspection haa been issued. If work is to be con-
c.(. J.led due notice must be given the Inspector so tbat work may be inspected before concealment.
\
1M Olympic Printers. Inc:_