HomeMy WebLinkAbout131 Vashon Ave - Building ELECTRICAL PERMIT i
CITY OF PORT ANGELES --
360-417-4735
Application Number . . . . . . 11-00001068 Date 10/27/11
Application pin number . . . 108568 REPORT SALES TAX
Property Address . . . . 131 VASHON AVE on your excise tax form
ASSESSOR PARCEL NUMBER: 06-30-10-5-0-1070-0000-
Application type description ELECTRICAL ONLY to the City of Port Angeles
Subdivision Name . . . . . . (Location Code 0502)
Property Use . . . . . . . .
Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
New home 3066 sqft
----------------------------------------------------------------------------
Owner Contractor
------------------------ ----------------'--------
LARRY BROWN SIMPSON ELECTRIC
125 VASHON AVE 243036 W HWY 101
PORT ANGELES WA 983622554 PORT ANGELES WA 98363
(360) 457-0058 (360) 457-9270
----------------------------------------------------------------------------
Permit . . . ELECTRICAL NEW RESIDENTIAL
Additional desc
Permit pin number 193417
Permit Fee . . . . 388.50 Plan Check Fee .00
Issue Date . . . . 9/27/11 Valuation . . . . 0
Expiration Date 4/22/12
Qty Unit Charge Per Extension
1.00 63.9000 ECH EL-SINGLE CIR LIMITED RES 63.90 :
1.00 110.3000 ECH EL-R-SQFT FIRST 1300 110.30
4.00 35.2000 ECH EL-R-SQFT ADDITIONAL 500 140.80
1.00 73.5000 ECH EL-R-OUTBD/DTCH GAR IN/SEP 73.50
----------------------------------------------------------------------------
Special Notes and Comments
September 27, 2011 9:27:51 AM tamiot.
Service strike shall allow to maintain 12ft clear from grade
clearance for service conductors.
------------------------------------------------ ---------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 388.50 388.50 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 388.50 388.50 .00 .00
INSPECTION TYPE DATE: RESULTS: INSPECTOR:
DITCH
SERVICE TAP
ROUGH-IN Cp 7A.`1
FINAL
COMMENTS: ,
PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION
Signature of owner or Electrical Contractor X � Date:
G:\EXCHANGE\BUILDING
O�V.ORT44,, ELECTRICAL INSPECTION
`�! y WIRING REPORT
417-4735
ARKS 8�
DATE: PERMIT# INSPECTOR
G 19 1Z � � -
OWN R
L-AF-R, o
CONTRACTOR
sLl ELL C.
ADDRESS
A arf
APPROVED NOT APPROVED
❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑
❑. . . . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑
❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑
❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . . ..
COF;RECTIONSNEEDED: 1/a�SN YZL�LCTR-kG),-,l_
l r( b i A LL WT l D 6
5 HALL w,
�`fRt.L'6� a1.1 C�ng[35�1't RLQ 5ltiz'F,�1C�,�
NOTIFY INSPECTOR WHEN CORRECTIONS
ARE COMPLETED WITHIN 15 DAYS
® DO NOT REMOVE —
ELECTRICAL PERMIT t. 4
CITY OF PORT ANGELES --
360-417-4735 f O1
co
Application Number . . . . . 11-00001068 Date 9/27/11
Application pin number . . . 108568 1'31 REPORT SALES TAX
Property Address . . . . . . . e VASHON AVE on your excise tax form
ASSESSOR PARCEL NUMBER: 06-30-10-5-0-1060-0000-
Application type description ELECTRICAL ONLY to the City of Port Angeles
Subdivision Name . . . . . . (Location Code 0502)
Property Use . . . . . . . .
Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
New home 3066 sqft
----------------------------------------------------------------------------
Owner Contractor
BROWN LARRY W SIMPSON ELECTRIC
125 VASHON AVE 243036 W HWY 101
PORT ANGELES WA 983622554 PORT ANGELES WA 98363
(360) 457-9270
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL NEW RESIDENTIAL
Additional desc . .
Permitpinnumber . 193417
Permit Fee . . . . 324.60 Plan Check Fee .00
Issue Date . . . . 9/27/11 Valuation . . . . 0
Expiration Date 3/25/12
Qty Unit Charge Per Extension
1.00 110.3000 ECH EL-R-SQFT FIRST 1300 110.30
4.00 35.2000 ECH EL-R-SQFT ADDITIONAL 500 140.80
1.00 73.5000 ECH EL-R-OUTBD/DTCH GAR IN/SEP 73.50
----------------------------------------------------------------------------
Special Notes and Comments
September 27, 2011 9:27:51 AM tamiot.
Service strike shall allow to maintain 12ft clear from grade
clearance for service conductors.
Fee summary Charged Paid Credited Due
Permit Fee Total 324.60 324.60 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 324.60 324.60 .00 .00
INSPECTION TYPE DATE: RESULTS: INSPECTOR:
DITCH
SERVICE tt) 12511)
ROUGH-IN CO
FINAL
COMMENTS:
PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION
Signature of owner or Electrical Contractor X Date:
G:\EXCHANGE\BUILDING
II
RECEIVED
`<'iOFPORt,�,tiCF(��` l`
CITY OF PORT ANGELES PERMIT APPLICATION
Building Division/Electrical inspections
321 East Fifth Street—P.O.Bare 1150/Port Angeles Washington,98362 ELECTRICAL
Ph: (360)417-4735 Fax: (360)417-4711 INSPECTIONS
Date:L c2 7- 1/
X 1 &2 Single Family Dwelling —Multi-Family or Commercial" _Commercial Addition/Alteration r Remodel/Repair'
Plan Review May Be Requir d, Please Complete Electrical Plan Review Information Sheet
Job Address: I Brt • lei _ \
Building Square Footage- 6
Description of above
Owner Information Contra Information
Name; L�+/_2 r Name:-�7 �B7 D �' G.
Mailing Ad ress:_/_1-_4, _ Mailing Ad re s: C3 k-
city:
State; J+ ZIP: �„ ON: State 106 bp-.
Phone;q5 7—GO _Fax: Phone:: 10 Fax-
License#/Exp, Llcense#(Exp. 13,71
ItemUnit Charge fit Total(City Multirrlied by Unit Charge)
Service/Feeder 200 Amp. $119.90 $
Servlce/Feeder 201-400 Amp. $145.50 $ �_
Service/Feeder 401-600 Amp $204.60 $
Service/Feeder 601-1000 Amp. $262.20 $
Service/Feeder over 1000 Amp. $372.50 $
Branch Circuit W/Service Feeder $ 2.60 .r $_
Branch Circuit W/O Service Feeder $ 73.50 _ _ g_
Each Additional Branch Circuit $ 2.60 $
Temp,Service/Feeder 200 Amp. $ 92.70 $
Temp.Service/Feeder 201.400 Amp. $110.30 $
Temp,Service/Feeder 401.600 Amp, $148,70 $
Temp,Service/Feeder 601-1000 Amp, $167.90 $
Portal to Portal Hourly $ 95.90 $
Slgn/Outline Lighting $ 88.20
Signal Circuit/Unrilted Energy/First 1500 sf—Commercial $ 95.90 $
Note, $5.00 for each additional 1500 sf.
Signal Circuit/Limited Energy-1&2 Family Dwelling $ 63.90 $ _
Signal Circuit/limited Energy-Multi-Family Dwelling $ 63.90 $ _
Manufactured Home Connection $119.90 $
Renewable Electrical Energy-5KVA System or Less $102.30 $ _
Thermostat $ 56.00 $
lYII CONSTRUCTION Or¢Y.
First 1300 Square Ft, $110.30 1 $ �./O- 30
Each Additional 500 Square Ft.or Portion of $ 35.20 � $^fad FO
Each Outbuilding or Detached Garage `$ 73.50
Each Swimming Pool or Hot Tub :$.110.30 $ _
$ )Total .
Owner.as defined by RCW.19.28,261:(1)Owner will occupy the structure for two years after this electrical permit Is finalized.(i 1 Owner is required
to hire.an electrical contractor K above said property is for sale,rent or lease.Permit expires after six months of lasf`inspection.
After reading the above statement,/hereby certify that 1 am the owner of the above named property or a licensed electrical con Tactor. I am making
the electrical installation or alteration in compliance with the electrical laws,N.E.C.,RCW.Chapter 19.28,WAC.Chapter 29646,The City of Port
Angeles Municipal Code,and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications.
Sign of owner,electrical co for or electrical administrator: O cash 0 cheek
r
Credit Card 0. B�
Dated: , // 0110112010
SEP/27/2010UE 04:47 PM PAX No, P, 001/002
ELECTILICAL PERMIT
CITY OF PORT ANGELES
360-417-4735
Applieatien Number 12-00007.0.68 nate 9/27/11
Applicarion pxn number . . . 108568 RE-PORT SALES TAX
Property ASSESSOR. PARCEL9NUMARF: 06530005 0V1060-0000 On your excite i'aX form
Application type deecription MOCTAXCAL ORLY t0 the City of F cart Angeles
SuDdiViginn mnmc , . . . . (Location Code 0502
Property Use . . . . , . .
Property Zoning . . , . . . . RS7 RESDNTL SINGLE; PAM71Y —-- �-i
Application valuation 0
............ .. -- -- - --------------------..._-...._.------.
Agp],L08.S�.pn Ck]OC
New home 3066 ggft
.....J-....--r-.----- ---,. _,...,..,._..,.......-_w.....r.-..w.. ...........
owner contractor.
BROWN LARP.Y W STMP80N VITC".tp
125 VASHON AVE 243036 W HWY 101
PORT AlAj=LF.r, WA 9826225S4 PORT ANGELES WA 99361
(360) 457-9270
Permit . . . , _ . ELECTRICAL NEW RESIDENTIAL
Additional deec .
Permit:p�,zr nunq]r�r. ].93817 •
Permit Foe , . . . 324.60 Fl= Check see DO
T.gslle Data . . . . 9/27/11 ' Valuation 0
Expiration Date
Qty Unit Charge Per extension
1.00 110:3000 ECH EL-R-30FT FIRST 1300 110.x0
4,00 25,2000 ECH UL..R-SOFT ADDITIONAL 300 140.80
1.00 73,50D0 ECA EL-R-OQTED/DTCA GAR IN/SEP 72.50
Mrlr ♦-MAV- - -------------n---------------------------------- -----------
Special Notes and Comments
SaPtember 27, 2011 9,27131 AM tnmi.ot.
Service strike shall allow to maintain 12tt Clear from grade
clnazonco foz service conductors.
.. ...... ........................ ....................................
Fee eummary Charged. Pa.ia. Creditdd Dun
ROxmit Fee Total 320.,60 324,60 ,00 100
Plan Check Total .00 .00 .00 .00
Girax)4 Tonal. 32h.60 32A,60 00 .00
lr" /JU
L.�41--1`;, 7zJ ��
INSPECTION TYPE DATE: RES'U'LTS: INSPEC'MR:
DITCH
SERVICE
ROUGH-IN
FINAL
CONEY ENTS:
PERMIT WILL EXPrRP-SIX(6)MON771S FROM LAST INSPECTION
Signature of owner or EJectrlcal Contractor G��f'Y%'l - �r'+vr✓ Dater- J����
O:�PXC}IANOh1l3UTLDIN G
ELECTRICAL PERMIT si
CITY OF PORT ANGELES c
360-417-4735
v \
Application Number . . . . . 11-00001045 Date 9/22/11
Application pin number . . . 732260 REPORT SALES TAX
Property Address . . . . . . 131 VASHON AVE our excise tax form
ASSESSOR PARCEL NUMBER: 06-30-10-5-0-1070-0000- Or)y
Application type description ELECTRICAL ONLY to.the City of Port Angeles
Subdivision Name . . . . . (Location Code 0502)
Property Use . . . . . . . .
Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
New house. T-stat
----------------------------------------------------------------------------
Owner Contractor
LARRY BROWN PENINSULA HEAT INC
125 VASHON AVE 782 KITCHEN-DICK RD
PORT ANGELES WA 983622554 SEQUIM WA 98382
(360) 457-0058 (360) 681-3333
-- --7_0
Permit . . . . . . ELECTRICAL NEW RESIDENTIAL
Additional desc ✓
Permit pin number 193052
Permit Fee . . . . 56.00 Plan Check Fee .00
Issue Date . . . . 9/22/11 Valuation . . . . 0
Expiration Date 3/20/12
Qty Unit Charge Per Extension
1.00 56.0000 ECH EL-LVT-THERMOSTAT 56.00
--------- - --------
Fee summary Charged Paid Credited -Due C (�
----------------- ------- - - ----- - ---------- -- v
Permit Fee Total 56.00 56.00 .00 .00
Plan Check Total .00 .00 .00 .00 O
Grand Total 56.00 56.00 .00 .00
Z_
INSPECTION TYPE DATE: RESULTS: INSPECTOR:
DITCH
SERVICE
ROUGH-IN 0 Z�
FINAL. ( ?J s
COMMENTS:
PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION
Signature of owner or Electrical Contractor X •yam Date:
G:\EXCFJANGEIBUILDING
oFPORTgN ELECTRICAL INSPECTION
�—� WIRING REPORT
V N
R- 417-4735
ATE PERMIT# INSPECT
75- � al —tbIJs
OWNER/CONTRACTOR
'Few Ili e,v L-
ADDRESS
APPROVED NOT APPROVED
❑ . . . . . . . . . . . . . . . . . . . . DITCH . . . . . . . . . . . . . . . . . . . . ❑
. . . . . . . . . . . . . . ROUGH IN/COVER . . . . . . . . . . . . . . . ❑
❑. . . . . . . . . . . . . . . . . . . . SERVICE . . . . . . . . . . . . . . . . . . . ❑
❑. . . . . . . . . . . . . . . . . . . . . FINAL . . . . . . . . . . . . . . . . . . .
CCmRRECTIONS NEEDED:
0Ll)t ' _
\ �vdS' 1 o
NOTIFY INSPECTOR WHEN CORRECTIONS
ARE COMPLETED WITHIN 15 DAYS
— DO NOT REMOVE —
OLYMPIC PRINTERS,INC.(360)452-1381
Sep 20 11 01:42p PENINSULA HEAT 3606812086 p.2
oY PORrA
CITY OF PORT ANGELES PERNIIT APPLICATION ��-
Building DivisionMectrical Inspections
321 East Fifth Street—P.O. Boz 1150/ SEP Angeles Washington,98362 �� 2gl t 1
Ph: (360)417-4735 Fax: (360)417-4711
Date: liJP��T10nis
� 1 &2 Single Family Dwelling _Multi-Family or Commercial' —Commercial Addition/Alteration 1 Remodel/Repair'
'Plan Review y 8e Required, Please Complete Electrical Plan Review Information Sheet
Job Address:
Building SquareFootag /
Description of above S:.� /m .r�-i./ w �r-e //ih Cd2/ CV111.7rnyG 7-70 y
Owner Informationn Contracto Information
Name: 2_4Tr L U/b/ifl7�/ Name: Ven r 7 5vL
Nat�ing.�ddress: y �' - �`•� N78iling Address: �� t� — /c.
City: Gf u• State:/. 4 .7jp: 41 -- 6 'L_ CitK d. Stade- ' Zrp:
Phone; Z— Sax: Phone: Fax:
License#l Exp. License#?-Exp.
Item Unit Charge gty Total(Qty Multiplied by Unit Charge)
Serv!WFeeder 200 Amp. $119.90 $
Service/Feeder 201-400 Amp. S 145.50 $
Service Feeder 401-600 Amp. S 204.60 $
Service/Feeder 601-1000 Amp. $262.20 $
ServicelFeeder over 1000 Amp. $372.50 $
Branch Circuit W/Service Feeder $ 2.60 $
Branch Circuit W10 Service Feeder $ 73.50 $
Each Additional Branch Circuit $ 2.60 $
Temp.Servicel Feeder 200 Amp. $ 92.70 $
Temp.ServicsiFeeder 201400 Amp. $110.30 $
Temp.ServicelFeeder401-600 Amp. $146.70 $
Temp.Servimfeeder 60 1-1000 Amp. $167.90 $
Portal to Portal Hourly $ 95.90 $
Slgn/Odine Ughtng $ 88.20 $
Signal Circultl Limited Energy/First 1500 sf-Commercd $ 95.90 $
Note: $5.00 for each addificnal 1500 sf
Signal C'rrcuill Limited Energy-18 2 Family Dwelling $ 63.90 $
Signal CinctdV Limited Energy-Multi-Family Dweiling $ 63.90 $
Manufachmed Home Connection $119.90 $
Renewable Sectrical Energy-5KVA System or Less $102.30 $
Themrostal $ 56.00 Z $�
NEW CONSTRUCTION ONLY:
First 1300 Square Ft.. $110.30 $
Each Additional 500 Square Fl.or Portion of $ 35.20. $
Each Outbuilding or Detached Garage $ 73.50 $
Each Swimming Pool or Hot Tub $110.30 $
5;15Total
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
m 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.
Sign of owner,Electrical co tactor or electrical administrator: ❑ Cash ❑ Check _
04Cmdu Card I
��Z�Z.4 ouo>tnaro
ELECTRICAL PERMIT
CITY OF PORT ANGELES
360-417-4735 d
Application Number . . . . . 11-00000779 Date 7/27/11 1
Application pin number . . . 322337 REPORT SALES TAX ' r
Property Address . . . . . . 131 VASHON AVE onour excise tax form
ASSESSOR PARCEL NUMBER: 06-30-10-5-0-1070-0000- y
Application type description ELECTRICAL ONLY to the City of Port Angeles
Subdivision Name . . . . . . Location Code 0502)
Property Use
Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
Temp pole
----------------------------------------------------------------------------
Owner Contractor
LARRY BROWN SIMPSON ELECTRIC
125 VASHON AVE 243036 W HWY 101
PORT ANGELES WA 983622554 PORT ANGELES WA 98363 t
(360) 457-0058 (360) 457-9270 cv�
--------------------------------- ------------
Permit . . . . ELECTRICAL TEMPORARY SERVICE
Additional desc . .
Permit pin number . 189852
Permit Fee . . . . 92.70 Plan Check Fee .00
Issue Date . . . . 7/27/11 Valuation . . . . 0
Expiration Date . . 1/23/12
Qty Unit Charge Per Extension c
1.00 92.7000 ECH EL-TEMP SRV 0-200 SRV FDR 92.70 V
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ---------- Q
Permit Fee Total 92.70 92.70 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 92.70 92.70 .00 .00
INSPECTION TYPE DATE: RESULTS: INSPECTOR:
DITCH
SERVICE Z u
ROUGH-IN
FINAL Z l
COMMENTS:
PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION
Signature of owner or Electrical Contractor X Date:
G:\EXCI-IANGE\BUILDING
RECENED
COQ pORT�;�,Cf
-Cr.rx OF PORT.E�NGELES.PE.Rly IT APPLICATIONJUL 2 7 2019 I�•� t
Building Division/Electrical Inspections ELECTRICAL O
321 East Fifth Street—P.-O. Box 1150/Port Angeles'Washington,98362 INSPECTIONS
Ph: (360)417-4735 Fax: (360)417-471.1.
.Date: 1'_: 6111
1 &2 Single Family Dwelling _Multi=Family or Commercial* Commercial Addition/Alteration i Remodel/Repair'
*Plan Review May`Be Rewired, Pl�ese Complete 1e, 'cal Plan Review Information Sheet
Job Address: ;75�d�1� 19-�h .��Q�
Building Square Footage:
Description of above
Owner Information Contractor formation
Name: ro�1 h
Name: dW:, e L [_,t C
Mailing Ad ess: O lit
City: State: Zip; City: g dre p
Phone: D 0 Fax City:
Stale: —Zip:. �(Q�
Phone:US7-�i,,7�Fax: -
Llcense#1 Eicp. License#I Exp, �T_-M P +
Item Unit Charge Total(Qty Multi jilied by Unit Charge)
Service/Feeder 200 Amp. $119.90 -
Service/Feeder 201-400 Amp. $145.50 S
Service/Feeder 401-600 Amp $204.60 $ —
Service/Feeder 601-1000 Amp. $262.20 $
Service/Feeder over 1000 Amp. $372.50 $
Branch Circuit W/Service Feeder $ 2.60 $
Branch Circuit W/O Service Feeder $ 73,50 $
Each Additional Branch Circuit S 2.60 —
Temp.Service/Feeder 200 Amp. $ 92.70 $, ?r
Temp.Service/Feeder 201.400 Amp. $110.30 $
Temp,Service/Feeder 401-600 Amp. $148.70 $
Temp.Service/Feeder 601.1000 Amp. $167.90 $
Portal to Portal Hourly $ 95.90 $ —
Sign/Outline Lighting $ 88.20 $ "-
Signal Circuit/Limited Energy/First 1500 sf--Commercial $ 95.90 $
Note: $5.00 for each additional 1500 sf
Signal Circult/Limited Energy-1&2 Family Dwelling $ 63.90 $
Signal Circuit/Limited Energy-Multl-Family-Dwelling $ 63.90 $
Manufactured Home Connection $119.90 $ `.
Renewable Electrical Energy-5KVA System or Less $102.30 $
Thermostat $ 56,00 $
NEW CONSTRUCTION ONLY: —
First 1300 Square Ft. $110.30 $
Each Additional 500 Square Ft.or Portion of $ 35.20 $Each Outbuilding or Detached Garage $ 73.50 $
Each Swimming Pool or Hot Tub $110.30 $ -
$=_Total
Owner.as defined by RCW.19.28.261:(1)Owner will occupy the stricture for two years after this electrical permit is finalized.(c I 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 con ractor,I am making
the electrical installation or alteration in with the electrical laws,N.E.C., RCW.Chapter 19.28,WAC.Chapter 296-41 8,The City of Port
Angeles Municipal Code,and Utility Sped cations and PAMC 14.05.050 regarding Electrical Permit Applications.
Signa r of owner,electrical con a or or electrical administrator: ❑ cash O Check
CredltCarrllR_ _
Dated: ��� j/ 81/0112010
Building Permit
131 Vashon Ave
11 - 696
PREPARED 12/17/12, 12:31:34 INSPECTION HISTORY REPORT PAGE 1
PROGRAM BP521L 0/00/00 THRU 0/00/00
CITY OF PORT ANGELES
---------- - —--—---------- --------------------
APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID
STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR
------------------------------------------------------------------------------------------------------------------------------------
11 00000696 131 VASHON AVE 06-30-10-5-0-1070-0000- 063010501070
000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL BL1 0001 BLDG FOUNDATION FOOTING 7/29/11 APPROVED JLL
REQ COMM: July 29, 2011 8:20:18 AM 1pangrle.
REQ COMM: JACK 461-0738
REQ COMM: FOOTING
REQ COMM: AFTERNOON
RES COMM: July 29, 2011 4:41:45 PM jlierly.
000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL BL2 0001 BLDG FOUNDATION STEM WALL 8/04/11 APPROVED JLL
REQ COMM: August 4, 2011 8:53:46 AM 1pangrle.
REQ COMM: DEREK 461-0738
REQ COMM: FOUNDATION WALL
REQ COMM: MORNING
RES COMM: August 4, 2011 4:07:06 PM jlierly.
000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL BFF 0001 BLDG FLOOR FRAMING 8/24/11 APPROVED JLL
REQ COMM: August 23, 2011 4:32:45 PM 1pangrle.
REQ COMM: BEN 460-7901
REQ COMM: "UNDERFLOOR FRAMING"
REQ COMM: AFTERNOON
RES COMM: August 24, 2011 4:25:04 PM jlierly.
000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL BL9 0001 BLDG SHEARWALL 9/15/11 APPROVED JLL
REQ COMM: September 14, 2011 1:08:56 PM 1pangrle.
REQ COMM: BEN 460-7901
REQ COMM: "NAILING"
RES COMM: September 15, 2011 4:48:37 PM jlierly.
000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL BL3 0001 BLDG FRAMING 10/28/11 APPROVED JLL
REQ COMM: October 27, 2011 2:00:37 PM 1pangrle.
REQ COMM: LARRY 457-0058
REQ COMM: FRAMING
REQ COMM: AFTERNOON
RES COMM: October 28, 2011 4:40:18 PM jlierly.
000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL BLI 0001 BLDG INSULATION 11/08/11 APPROVED JLL
REQ COMM: November 7, 2011 10:46:39 AM 1pangrle.
REQ COMM: LARRY 457-4150
REQ COMM: INSULATION
REQ COMM: AFTERNOON
RES COMM: November 8, 2011 5:00:30 PM jlierly.
000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL BL99 0001 BLDG FINAL 9/10/12 APPROVED JLL
REQ COMM: September 10, 2012 9:32:32 AM pbarthol.
REQ COMM: Larry 457-0058
RES COMM: September 10, 2012 4:22:19 PM jlierly.
000 000 BPR 00 BUILDING PERMIT - RESIDENTIAL PW99 0001 PUBLIC WORKS FINAL 9/10/12 APPROVED RV
REQ COMM: September 10, 2012 2:32:53 PM rvess.
RES COMM: September 10, 2012 2:33:12 PM rvess.
000 000 ME 00 MECHANICAL PERMIT ME99 0001 MECHANICAL FINAL 9/10/12 APPROVED JLL
PREPARED 12/17/12, 12:31:34 INSPECTION HISTORY REPORT PAGE 2
PROGRAM BP521L 0/00/00 THRU 0/00/00
CITY OF PORT ANGELES
---—-----—-----------------------------------------— ----------—--------
APPLICATION PROPERTY ADDRESS ASSESSOR PARCEL NUMBER ALTERNATE ID
STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR
------------------------------------------------------------------------------------------------------------------------------------
11 00000696 CONTINUED
REQ COMM: September 10, 2012 9:33:12 AM pbarthol.
REQ COMM: Larry 457-0058
RES COMM: September 10, 2012 4:22:19 PM jlierly.
000 000 PL 00 PLUMBING PERMIT PL6 0001 PLUMBING WATER SUPPLY 8/12/11 APPROVED JLL
REQ COMM: August 11, 2011 4:15:06 PM 1pangrle.
REQ COMM: JOHN 460-6902
REQ COMM: "WATER LINE"
REQ COMM: AFTERNOON
RES COMM: August 12, 2011 4:40:25 PM jlierly.
000 000 PL 00 PLUMBING PERMIT PL2 0001 PLUMBING ROUGH-IN 9/20/11 APPROVED JLL
REQ COMM: September 19, 2011 8:33:00 AM 1pangrle.
REQ COMM: JOHN 460-6902
REQ COMM: ROUGH-IN PLUMBING
RES COMM: September 20, 2011 4:34:41 PM jlierly.
000 000 PL 00 PLUMBING PERMIT PL99 0001 PLUMBING FINAL 9/10/12 APPROVED JLL
REQ COMM: September 10, 2012 9:33:32 AM pbarthol.
REQ COMM: Larry 457-0058
RES COMM: September 10, 2012 4:22:19 PM jlierly.
000 000 SSHU 00 SANITARY SEWER HOOK UP PW2 0001 PUBLIC WORKS SEWER CONNEC 8/15/11 APPROVED RV
REQ COMM: Stub out 17' of 4" PVC with clean out for future connection.
RES COMM: August 19, 2011 10:48:47 AM rvess.
000 000 SSHU 00 SANITARY SEWER HOOK UP PW2 0002 PUBLIC WORKS SEWER CONNEC 9/15/11 APPROVED RV
REQ COMM: September 16, 2011 8:09:39 AM rvess.
RES COMM: September 16, 2011 8:10:01 AM rvess.
June 21, 2012
City of Port Angeles Planning Office
Atten: Heather Catuzo
We would like to obtain an extension on our permit to build our home at 131 Vashon Ave.
Most of the requirements have been met, but there are several things that we need to finish in
order to pass our final inspection. This extension should allow us to complete everything we
need to do.
Sincerely
Larry and Marily Brown
RECEIVE ®
JUN 2 12012
CITY OF PORT ANGELES
BUILDING DIVISION
CITY OF ORTNGELES
`-
WASH I N G T O N, U. S. A
COMMUNITY & ECONOMIC DEVELOPMENT
June 22, 2012
Larry & Marily Brown
125 Vashon Ave.
Port Angeles, WA 98362
RE: Building Permit Extension Permit#11-696
Dear Mr. and Mrs. Brown:
I am writing regarding the above permit extension request submitted by you on June 21, 2012. We
have granted your request for extension until November 11, 2012. If you are unable to complete
the work in that time, please contact us in advance of the new expiration date to discuss your
potions. If you have any questions, please let us know.
Sincerely,
-RlaAl
Heather Catuzo
Building Permit Technician
321 E 5`" Street
Port Angeles, WA 98362
hcatuzogcityofpa.us
360-417-4817
a
LINDBERMITH
A R C H I C T S
July 5, 2011
Jim Lierly
Port Angeles
Community & Economic Development R ECrrylop
C E f p
321 East Fifth Street
Port Angeles, WA 98362 HpOVIT
2V
ANGELES
BUILDING DIVISION
RE: Larry Brown Residence
. FIL C
Dear Jim:
The home owner and the contractor have requested to raise the stem
wall to the floor level on the house there are building on Vashon
Avenue.
We have attached a detail showing the raised stem wall and the
support beam at the wall line. The footings have been placed with a
width of 16" and not the 12" as shown on the drawings as shown.
If you have any questions or comments, please contact us.
Respectfully,
LINDBERG & SMITH ARCHITECTS, INC., P.S.
I
Charles D. Smith, Architect
319 south peabody suite b/port angeles wa 98362/360.452.6116 fax 360.452.7064
email contact@lindarch.com/www.lindarch.com
a
P.T.2X6 SILL PLAN
UT14 Wo DIA ANCHOR BOLTS
AT 48'O.G.UJIT14 MM.S"
EMBEDMENT
EXTEND SONG 1"BELOW
BOTTOM OF SI$ETWs s �
= iq
iq
iry
iq
6"T14ICK
STEM WALL WITI•I NOA BARS
FNIAL
At 48"O.C.VERT.AND
24'OAC.NORIZ MIN
(2)NORIZ BARS U
v�
t
i
GRADE
AWJIA A,
AY FROM FOIIrIDATION
AT 6" M 10'-O' 3
4XIO DF NO2 BEAM MTN
4X4 P.T.POSt At S'-O" O
O.C. �
12"WIDE X 6'DEEP 9
WORM FOOTpNG o o
MTN(2)NO.4 BARS
4" 6" 4"
I'-2"
FOOTING DETAIL- -
SCALE:
ETAILSCALE: 1" 2 1'-011
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION
'Il► 321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number . . . . . 11-00000696 Date 7/19/11
Application pin number . . . 960696
Property Address . . . . . . 131 VASHON AVE
ASSESSOR PARCEL NUMBER: 06-30-10-5-0-1070-0000- REPORT SALES TAX
Tenant nbr, name . . . . . . LARRY BROWN on your state excise tax form
Application type description RES NEW SFR to the City of Port Angeles
Subdivision Name . . . . . .
Property Use . . . . . . (Location Code 0502)
Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY
Application valuation . . . . 225308
----------------------------------------------------------------------------
Application desc
2,432 SF HOME, 610 SF ATT GARAGE, 24 SF CVRD PORCH
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
LARRY BROWN OWNER
125 VASHON AVE
PORT ANGELES WA 983622554
(360) 457-0058
--- Structure Information 000 000 2,432 SF HOME, 610 SF ATT GARAGE, ETC ---
Other struct info . . . . . TOTAL % LOT COVERAGE 29.20
CONSTRUCTION TYPE VB
FIRE SPRINKLERS REQUIRED NO
NUMBER OF STORIES 1.00
LOT SIZE 10486.00
PROPOSED LOT COVERAGE 3066.00
TOTAL LOT COVERAGE 3066.00
NUMBER OF UNITS 1.00
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT -RESIDENTIAL
Additional desc . . 2,432 SF HOME, 610 SF GARAGE
Permit pin number . 188771
Permit Fee . . . . 1725.85 Plan Check Fee 1121.80
Issue Date . . . . 7/19/11 Valuation . . . . 225308
Expiration Date 1/15/12
Qty Unit Charge Per Extension
BASE FEE 1020.25
126.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 705.60
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc . .
Permit pin number . 188839
Permit Fee . . . . 122.35 Plan Check Fee .00
Issue Date . . . . 7/19/11 .Valuation . . . . 0
Expiration Date . . 1/15/12
Qty Unit Charge Per Extension
BASE FEE 50.00
1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80
5.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 36.25
1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65
1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65
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.
cµ LZ-5
lel )tAIJ4 1 ) v
Date Print Name Signature of Contractor or Authorize gent 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
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 b
AIR SEAL:
Walls
Ceiling
FRAMING:
Joists/Girders/Under Floor
Shear Wall/Hold Downs
Walls/Roof/Ceiling
Drywall Interior Braced Panel Onl
T-Bar
INSULATION:
Slab
Wall/Floor/Ceiling
MECHANICAL:
Heat Pum /Furnace/FAU/Ducts
Rough-In
Gas Line
Wood Stove/Pellet/Chimney
Commercial Hood/Ducts FINAL Date Accepted b
MANUFACTURED HOMES:
Footing/Slab
Blocking&Hold Downs
Skirting
PLANNING DEPT. Separate Permit#s SEPA:
Parkin /Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
Inspection Type Date Accepted By.
Electrical 417-4735
Construction- R.W. PW I Engineering 417-4831
Fire 417-4653
Planning 417-4750
Building 417-4815
T:Forms/Building Division/Buildinq Permit
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Page 2
Application Number . . . . . 11-00000696 Date 7/19/11
Application pin number . . . 960696
---------------------------------------------------------------------------- REPORT SALES TAX
Permit . . . . . . PLUMBING PERMIT on your state excise tax form
Additional desc . .
Permit pin number . 188847 to the City of Port Angeles
Permit Fee . . . . 184.00 Plan Check Fee .00 (Location Code 0502)
Issue Date . . . . 7/19/11 Valuation . . . . 0
Expiration Date . . 1/15/12
Qty Unit Charge Per Extension
BASE FEE 50.00
15.00 7.0000 EA PL-PLUMBING TRAP 105.00
1.00 7.0000 EA PL-WATER LINE 7.00
1.00 15.0000 EA PL-SEWER LINE 15.00
1.00 7.0000 EA PL-WATER HEATER 7.00
----------------------------------------------------------------------------
Special Notes and Comments
Address numbers shall be plainly visible from the street.
Address numbers shall be a minimum of six inches high and be
of contrasting color from the background.
July 19, 2011 10:37:22 AM sroberds.
The proposal will result in a new sfr in the RS-7 for total
lot coverage of 29W and site coverage of 42%. No land use
issues anticipated.
July 12, 2011 2:14:58 PM Brian 417-4708. Overhead
electrical connection fee will apply.
Electrical load calculations and electrical permits are
required.
Sanitary sewer connection inspection is required by
Public Works prior to back fill of ditch. 24 hour advance
notice is required. Asphalt restoration to be completed by
owner/contractor.
Construct driveway to City Standards. Concrete with exposed
aggregate or other non-standard finishes(including,colors or
dyes)are not allowed in the City road right of way. Broom
finish only. An inspection by Public Works Engineering is
required prior to pouring concrete.
All construction work within the City right of way requires
a separate Right of Way Construction application to be
completed by the contractor and approved by Public Works
Engineering prior to the start of work. A pedestrian or
traffic control plan is to be submitted for approval with
the application as necessary.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . RES OVERHEAD SERVICE FEE 440.00
SEWER SYSTEM DELV CHARGE 2260.00
STATE SURCHARGE 4.50
PW WATER SYSTEM USE FEE 2260.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
Permit Fee Total 2032.20 2032.20 .00 .00
Plan Check Total 1121.80 1121.80 .00 .00
Separate Permits are required forelectrical 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.
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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
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 b
AIR SEAL:
Walls
Ceiling
FRAMING:
Joists/Girders/Under Floor
Shear Wall/Hold Downs
Walls/Roof/Ceiling "
Drywall Interior Braced Panel Only)
T-Bar
INSULATION:
Slab
Wall/Floor/Ceiling
MECHANICAL:
Heat Pum /Furnace/FAU/Ducts
Rough-In
Gas Line
Wood Stove/Pellet/Chimney
Commercial Hood/Ducts FINAL Date Accepted b
MANUFACTURED HOMES: -
Footing/Slab
Blocking&Hold Downs
Skirting
PLANNING DEPT. Separate Permit#s SEPA:
Parkin /Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
Inspection Type Date Accepted By
Electrical 417-4735
Construction-R.W. PW /Engineering 417-4831
Fire 417-4653
Planning 417-4750
Building 417-4815
T:Forms/Building Division/Building Permit
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
L
Page 3
Application Number . . . . . i1-00000696 Date 7/19/11
Application pin number . . . 960696 REPORT SALES TAX
Other Fee Total 4964.50 4964.50 .00 .00
Grand Total 8118.50 8118.50 .00 .00 on your state excise tax form
to the City of Port Angeles
(Location Code 0502)
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.
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
6�
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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
FOUNDATION:
Footings
Stemwall - LL
Foundation Drainage/Downspouts
Piers
Post Holes(Pole Bldgs.)
PLUMBING:
Under Floor/Slab
Rough-in
Water Line Meter to Bldg)_ — Z-
Gas Line
Back Flow/Water FINAL Dateqho/,'�rcepted b
AIR SEAL:
Walls + A'
Ceiling V v
FRAMING:
Joists/Girders Under Floor - L1.
S ear Wal Hold Downs - - 1
Walls/Roof/Ceiling
Drywall Interior Braced Panel Onl —9
T-Bar V-�
INSULATION:
Slab p
Wall/Floor/Ceiling I lil '�J 5
MECHANICAL:
Heat Pum /Furnace/FAU/Ducts
Rough-in
Gas Line
Wood Stove/Pellet/Chimney
Commercial Hood/Ducts FINAL Date!?///,;//.-41-cepted by.
MANUFACTURED HOMES:
Footing/Slab
Blocking&Hold Downs
Skirting
PLANNING DEPT. Separate Permit#s SEPA: Q
Parkin /Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Q
Inspection Type Date Accepted By 0 X
Electrical 417-4735
Construction- R.W. PW /Engineering 417-4831
Fire 417-4653
Planning 417-4750 T
Building 417-4815 �I
T:Forms/Buildinq Division/Building Permit
CITY OF PORT ANGELES
PUBLIC WORKS & UTILITIES
321 EAST 5TH STREET, PORT ANGELES; WA 98362
Application Number 11-00000696 Date 7/19/11
Application pin number . . . 960696
Property Address . . . . . . 131 VASHON AVE REPORT SALES TAX
ASSESSOR PARCEL NUMBER: 06-30-10-5-0-1070-0000- on your state excise tax form
Tenant nbr, name . . . . . . LARRY BROWN
Application type description RES NEW SFR to the City of Port Angeles
Subdivision Name . . . . . . (Location Code 0502)
Property Use . . . . . . . .
Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY
Application valuation . . . . 225308
----------------------------------------------------------------------------
Application desc
2,432 SF HOME, 610 SF ATT GARAGE, 24 SF CVRD PORCH
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
LARRY BROWN OWNER
125 VASHON AVE
PORT ANGELES WA 983622554
(360) 457-0058
--- Structure Information 000 000 2,432 SF HOME, 610 SF ATT GARAGE, ETC ---
Other struct info . . . . . TOTAL % LOT COVERAGE 29.20
CONSTRUCTION TYPE VB
FIRE SPRINKLERS REQUIRED NO
NUMBER OF STORIES 1.00
LOT SIZE 10486.00
PROPOSED LOT COVERAGE 3066.00
TOTAL LOT COVERAGE 3066.00
NUMBER OF UNITS 1.00
----------------------------------------------------------------------------
Permit . . . . . . DRIVEWAY INSTALLATION
Additional desc .
Permit pin number 189134
Permit Fee 180.00 Plan Check Fee .00
Issue Date . . . . 7/19/11 Valuation . . . 0
Expiration Date . . 1/15/12
Qty Unit Charge Per Extension
BASE FEE 180.00
----------------------------------------------------------------------------
Permit . . . . . . PUBLIC WORKS RES WATER SERV
Additional desc .
Permit pin number 189142
Permit Fee . . . . 1160.00 Plan Check Fee .00
Issue Date . . . . 7/19/11 Valuation . . . . 225308
Expiration Date . . 1/15/12
Qty Unit Charge Per Extension
1.00 1160.0000 EA PW W/M 1" SERV 5/8" METER 1160.00
----------------------------------------------------------------------------
Permit . . . . . . SANITARY SEWER HOOK UP
Additional desc .
Permit pin number 189159
Permit Fee . . . 150.00 Plan Check Fee .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 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 local law regulating construction or the performance of
construction.
pct,
Signatur f Con ' or or Authorized Agent Date Signature of Owner(if owner is builder) Date
T:Forms/Building Division/Public Works Permit
PERMIT INSPECTION RECORD
b�
CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER;-
INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
PW UTILITIES, (Engineering Division)
WATERLINE)METER
SEWER CONNECTION
SANITARY
STORM
SITE DRAINAGE.
SITE EROSION CONTROL
PARKING
t r
1 j=
CURB&•GUTTER "i;.
DRIVEWAY`APPROACH
BACK-FLOW DEVICE`
of i
A
("}
FINAL INSPECTIONS,REQUIRED PRIOR:TO OCCUPANCY/,USE
,,
' RESIDENTIAL . DATE YES NO COMMERCIAL DATE ACCEPTED
m.,
CONSTRUCTION R W /PW/, CONSTRUCTION,'R W
ENGINEERING;..._ 417-4807PW/ENGINEERING
FIRE 417.4653 FIRE DEPT...
PLANNING DEPT -417.4750 PLANNING.DEP.T.
BUILDING
417 _ BUILDING
4815
AL
T Forms/Budding Dw�sion/PubLc Works Perrrut
m
°iwF< CITY OF PORT ANGELES
PUBLIC WORKS &UTILITIES
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Page 2
Application Number . . . . . 11-00000696 Date 7/19/11
Application pin number . . . 960696 REPORT SALES TAX
Issue Date . . . . 7/19/11 Valuation . . . . 225308 on your state excise tax form
Expiration Date . . 1/15/12 to the City of Port Angeles
Qty Unit Charge Per Extension (Location Code 0502)
1.00 150.0000 EA SAN SEWER HOOKUP 150.00
----------------------------------------------------------------------------
Special Notes and Comments
Address numbers shall be plainly visible from the street.
Address numbers shall be a minimum of six inches high and be
of contrasting color from the background.
July 19, 2011 10:37:22 AM sroberds.
The proposal will result in a new sfr in the RS-7 for total
lot coverage of 29% and site coverage of 42%. No land use
issues anticipated.
July 12, 2011 2:14:58 PM Brian 417-4708. Overhead
electrical connection fee will apply.
Electrical load calculations and electrical permits are
required.
Sanitary sewer connection inspection is required by
Public Works prior to back fill of ditch. 24 hour advance
notice is required. Asphalt restoration to be completed by
owner/contractor.
Construct driveway to City Standards. Concrete with exposed
aggregate or other non-standard finishes(including colors or
dyes)are not allowed in the City road right of way. Broom
finish only. An inspection by Public Works Engineering is
required prior to pouring concrete.
All construction work within the City right of way requires
a separate Right of Way Construction application to be
completed by the contractor and approved by Public Works
Engineering prior to the start of work. A pedestrian or
traffic control plan is to be submitted for approval with
the application as necessary.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . RES OVERHEAD SERVICE FEE 440.00
SEWER SYSTEM DELV CHARGE 2260.00
STATE SURCHARGE 4.50
PW WATER SYSTEM. USE FEE 2260.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 1490.00 1490.00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 4964.50 4964.50 .00 .00
Grand Total 6454.50 6454.50 .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 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 local law regulating construction or the performance of
construction.
Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date
T:Forms/Building Division/Public Works Permit
PERMIT INSPECTION RECORD
s
1
CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,
INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION.i
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
PW UTILITIES,. '(Engineering Division)
WATERLINE/METER
SEWER CONNECTION
SANITARY
STORM
SITE DRAINAGE
SITE EROSION CONTROL'
PARKING
;SIDEWALK
CURB&GUTTER
DRI VEWAY'APPROACH
,BACK-FLOW:DEV Idi
CE',
tol
P
J 2
FINAL'INSPECTIONS.REQUIRED PRIOR TO OCCUPANCY/USE ,
RESID
ENTI
,o
AL? DATE' ' IES NO COMMERCIAL DATE ACCEPTED
:- YES. NO-. ...
CONSTRUCTION R W /•PW/ CONSTRUCTION,'R W
ENGINEERING.'', 417-4807 " PW/ENGINEERING
FIRE 417.4653 FIRE DEPT.,
;PLANNING DEPT. 4174750., PLANNING.DEP.T.
BUILDING 417 BUILDING
4815
T Forms7Bwtl Dtvtston/Publ�c Works Peraui - "
r
t BUILDING PERMIT APPLICATION Print in ink
CITY OF PORT ANGELES
• ® For City Use Only:
r Attn: Building Permit Technician Date Received Z�7—
321 E. Fifth St., Port Angeles, WA 98362 Permit# '
(360)417-4815 fax (360)417-4711 Date Approved
Applicant G.PA;Jz, e, Sr"tTo Phone 2-(p11ji
Property Owner rYi W V Phone
Property Owner's Address 12j5 V A6 N Aye A, . !w) Z
Contractor OW MtV= Phone
Contractor's Address
-Expires---. ..... . .-_..._ -_ . .__E-mail _ .. . .... ... . .. -- - . -..- _.
PROJECT ADDRESS 1kr
r3,
vA*waN AVV-
Parcel Number D 30) aS;D) 0-70 Lot $ ) Zoning �S-
Project Type & Brief Description: Residential ❑ Multi-family ❑ Commercial ❑ Industrial
Check all that apply
ANew Construction N �-AM 1. & t JaT
`❑`Addition Gp GA
❑ Remodel
❑ Repair
❑ Demolition
❑ Re-roof ❑ House ❑ garage ❑ other ❑ tear off& re-roof ❑ lay over one layer
❑ Heat System ❑ Heat pump o wood-burning stove ❑.gas fireplace ❑ pellet stove ❑ other
❑ Other
Floor Areas Existing(sq. ft.) Proposed(sq. ft.)
Basement @ $ per sq. ft. _ $
15' Floor :o
2nd Floor 01
3`d Floor
Garage L I D O°
Carport
Covered Porch 2 12— 2g& O6
Deck
Shed
Other
TOTAL VALUATION $ 225 304U
Total footprint of structures 345)060 sq. ft. T Lot size 101bb —sq. ft. = Lot coverage A-:2- %
Site Coverage =the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios,
and other impervious surfaces. (see PAMC 17.94.135'for exemptions) . Site coverage 4:4 — %
Max. height of proposed structures 24 ft. Occupancy group fZ. —3 #of bedrooms
Will a lawn sprinkler system be installed? ND Occupant load #of full baths �—
Will a fire sprinkler system be installed? IY0 Construction type NON Jrgn:D #of half baths
/have read and completed this application and know it to be true and correct. /am authorized to apply for this permit and understand
that it is my responsibility to determine what permits are required, and to obtain permits pr,; to working on projects.
Date Print Name�1Z(�s 4(qf* 'Ip Signature
T:Forms/Building Division/Building permit application
6 Q 6S6 S SIS6E
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�°� *•° I Mr & Mrs Iarr Brown
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ARCHITECTS vnooa(seo)492--- cola!,so. 4�._1 127 Vashon Ave., Port Angeles, WA
7e 990 492-7094
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Electrical Information Form
Public Works&Utilities Department(360)417-4700
City Electrical Inspector(360)417-4735
�Ilukcl bll
Please complete and return to Public Works& Utilities Department
. .
Permanent service: Name: rnlz LA p�7t=vjj�j
Name and address of party Street: 1246 AGHQ�J AV
responsible for permanent City I State I ZIP: f2cpo " AN(r !!y �2-
service billing? Da time
y - 4-)674) Home Phone: - 00 Gn>
(if other than above)
Site contact: Name: t Title:
Daytime Phone: 46-7- 4)1,56
Contractor: Name: ON Y-4w= Company:
Daytime Phone: rrz)
Electrician: Name: / f��pany: 'i SD i-\
Daytime Phone: %4e .�
Excavator: Name: Company:
Daytime Phone:
• ' ' ❑Existing New
Single-family residence ❑Multi-family residence; #of units
Commercial El Subdivision; #of lots
❑Overhead service ❑General service
❑Underground service ❑Other:
• Description of work:NW 571to LL ) � ��✓ G W
Street address/lot number: /?1? /a S!ION AV9.
Nearest cross street: Ci. L 1 N G W N ST .
Desired connection date:
Electrical transformer serving property is: on a pole ❑ on the ground
Total square footage: "3� sq.#t. Main disconnect size: amps
Voltage: 20/240 1 ph E1120/208 3ph E1277/480 3ph
11120/240 3ph ❑480 3W 3ph U Other
I�<tandard residential loads (Lighting, refrigerator, dishwasher, washer)
Check all that apply: ❑A/C (_ton) ange/Oven El Hot Tub
Clothes Dryer eating El Pumps (_Hp)
❑No Load Change >QVVater Heater ❑Elevator L_Hp) ❑Other
' ' • o • .Please provide a copy of the following:
"Detailed plot plan (.dwg or.dxf format mandatory for subdivisions).
`Electrical one-line drawing showing the service entrance panel and location.
"Connected load data.
"Size and locked rotor a s fall otors ov r hp.
Applicant's Signatur , Date: Gc < ��
MAIL OR DELIVER COMPLETED FORM TO: 321 E 5TH STREET; PORT ANGELES, WA 98362
FAX TO: 360-417-4711
WS
Information form.xis
WF
N:1F;V 11; forri Revised 1-15-09
PRESCRIPTIVE APPROACH-SIMPLE FORM
. �--- F' For the Washington State Energy Code(WSEC)2009 Edition
~v Climate Zone 1
CITY GCNERN1AENT Site Information: Building Department`Use Only:
Lot: _��1 Permit
Address: VQSgH10N AAV- Notes:
City: Fo1VT 4AI 41311b'5
State: WA Zip: �Qj�(��
Contact: fu
Phone:
Phone 2:-4.5-1 -41 so
FAX:
WSEC Table 6-1
PRESCRIPTIVE REQUIREMENTS FOR SINGLE-FAMILY RESIDENTIAL OR DUPLEX
CLIMATE ZONE I
(Unlimited Glazing Option Only)
Glazing Glazing U Factor Door Wall Wall.: Wall
Vaulted Interi6r Exterior Slab on;
Option Area % 6f" U= Ceiling C Above Floor
- ening Below Below Concrete
Floor Vertical O°verhead Factor Grade
= Grade: . Grade
R-49
or R-21 R-21 R-30/ R-10
III Unlimited 0.30 0.50 0.20 R-38 R-38 int TB R-10 U=0.029 2'
adv
This Project complies with the following:
The project is a single-family residence or duplex.
The project is a wood frame OR all of the insulation is interior or exterior of the framing.
All building components meet the requirements listed above.
The project will meet all other provisions of the WSEC and VIAQ.
The Project will take advantage of the following exceptions to the prescriptive option.
❑ 602.6 Exception 2. One unlabeled or untested exterior swinging door, 24 sq.ft. or less, may be
installed per unit for ornamental, security, or architectural purposes..
Location of the.door taking this exception:
"] 602.6 Exception 2. If a door is mostly glass, it should meet.the requirement of the vertical
glazing U-factor listed above.
Location of the door(s) taking exception: )0141ri1 L V00"
Type of Heat Source: J- tar RAMP
T:Forms/Building Division/Prescriptive Approach-Simple Form
-JON
A R C H I C T S
319 s.peabody,suite b;port angeles,wa 98362
360.452.6116/fax 360.452.7064
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Subject: By: _.. ..
Date: Sheet of
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LINDBER �VIITH
A R C H I . 1 C T S
319 S.Peabody,Suite B.,Port Angeles,WA 98362
360.452.6116/fax 360.452.7064
contact(a-)lindarch.com/www.lindarch.com
Project:, a= Project No.
Subject: I � 14L By:
Date: Sheet �,� of
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Project: page
Location:Roof Beam 1 $ /
Roof Beam -.
[2009 International Building Code(2005 NDS)] w
5.125 INx10.5INx18.OFT
24F-V4-Visually Graded Western Species-Dry Use
Section Adequate By: 150.2% StruCalc Version 8.0.100.0 5/24/2011 8:33:28 AM
Controlling Factor: Deflection LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.31 IN U708
Dead Load 0.17 in
Total Load 0.48 IN U450
Live Load Deflection Criteria: U240 Total Load Deflection Criteria:U180
REACTIONS A B
Live Load 1035 Ib 1035 Ib
Dead Load 592 Ib 592 Ib
Total Load 1627 Ib 1627 Ib
Bearing Length 0.49 in 0.49 in
BEAM DATA
Span Length 18 ft
Unbraced Length-Top 2 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 8 :12 ROOF LOADING
Roof Duration Factor 1.15 Side One:
MATERIAL PROPERTIES Roof Live Load: LL= 65 psf
24F-V4-Visually Graded Western Species Roof Dead Load: DL= 15 psf
Base Values Adjusted Tributary Width: TW= 1 ft
Bending Stress: Fb= 2400 psi Controlled by: Side Two:
Fb_cmpr= 1850 psi Fb'= 2753 psi Roof Live Load: LL= 25 psf
Cd=1.15 Cl=1.00 Roof Dead Load: DL= 15 psf
Shear Stress: Fv= 265 psi Fv'= 305 psi Tributary Width: TW= 2 ft
Cd=1.15 Wall Load: WALL= 0 plf
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Adjusted Beam Length: Ladj= 18 ft
Comp.-L to Grain: Fc--L= 650 psi Fc-1'= 650 psi Beam Self Weight: BSW= 12 plf
Controlling Moment: 7320 ft-Ib Beam Uniform Live Load: wL= 115 plf
9.0 ft from left support Beam Uniform Dead Load: wD_adj= 66 plf
=
Created by combining all dead and live loads. Total Uniform Load: WT 181 plf
Controlling Shear: 1497 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Reo'd Provided
Section Modulus: 31.91 in3 94.17 in3
Area(Shear): 7.37 in2 53.81 in2
Moment of Inertia(deflection): 197.62 in4 494.4 in4
Moment: 7320 ft-Ib 21604 ft-Ib
Shear: 1497 lb 10933 lb
NOTES
page
Prgject:
Location:Roof Beam 2
Roof Beam
[2009 International Building Code(2005 NDS)] °f
3.6 INx5.5INx3.OFT
#2-Hem-Fir(North)-Dry Use
Section Adequate By:644.0% StruCalc Version 8.0.100.0 5/24/2011 8:34:41 AM
Controlling Factor:Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.00 IN UMAX
Dead Load 0.00 in
Total Load 0.01 IN U5854
Live Load Deflection Criteria:U240 Total Load Deflection Criteria: U180
REACTIONS A B
Live Load 225 Ib 225 Ib
Dead Load 168 Ib 168 Ib
Total Load 393 Ib 393 Ib
Bearing Length 0.28 in 0.28 in
.: ME M
BEAM DATA
Span Length 3 ft 3 ft
Unbraced Length-Top 2 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 8 :12 ROOF LOADING
Roof Duration Factor 1.15 Side One:
MATERIAL PROPERTIES Roof Live Load: LL= 25 psf
#2-Hem-Fir(North) Roof Dead Load: DL= 15 psf
Base Values Adjusted Tributary Width: TW= 2 ft
Bending Stress: Fb= 1000 psi Fb'= 1491 psi Side Two:
Cd=1.15 C/=1.00 CF=1.30 Roof Live Load: LL= 25 psf
Shear Stress: Fv= 145 psi Fv'= 167 psi Roof Dead Load: DL= 15 psf
Cd=1.15 Tributary Width: TW= 4 ft
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 pif
Min. Mod. of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Comp.-L to Grain: Fc--L= 405 psi Fc-1'= 405 psi Adjusted Beam Length: Ladj= 3 ft
CBeam Self Weight: BSW= 4 plf
Controlling Moment: 295 ft-Ib
Beam Uniform Live Load: wL= 150 plf
1.5 ft from left support Beam Uniform Dead Load: wD_adj= 112 plf
Created by combining all dead and live loads. Total Uniform Load: WT= 262 plf
Controlling Shear: -275 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Read Provided
Section Modulus: 2.37 in3 17.65 in3
Area(Shear): 2.47 in2 19.25 in2
Moment of Inertia(deflection): 1.49 in4 48.53 in4
Moment: 295 ft-Ib 2193 ft-Ib
Shear: -275 lb 2140 lb
NOTES
Project: page
Location:Roof Beam 3
Roof Beam '"
[2009 International Building Code(2005 NDS)] - of
3.6 INx5.5INx3.OFT
#2-Hem-Fir(North)-Dry Use
Section Adequate By: 181.6% StruCalc Version 8.0.100.0 5/24/2011 8:43:01 AM
Controlling Factor:Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.01 IN U3835
Dead Load 0.01 in
Total Load 0.02 IN U2216
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180
REACTIONS A B
Live Load 600 Ib 600 Ib
Dead Load 438 Ib 438 Ib
Total Load 1038 Ib 1038 Ib
Bearing Length 0.73 in 0.73 in
BEAM DATA
Span Length 3 ft a ft B
Unbraced Length-Top 2 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 8 :12 ROOF LOADING
Roof Duration Factor 1.15 Side One:
MATERIAL PROPERTIES Roof Live Load: LL= 25 psf
#2-Hem-Fir(North) Roof Dead Load: DL= 15 psf
Base Values Adjusted Tributary Width: TW= 2 ft
Bending Stress: Fb= 1000 psi Fb'= 1491 psi Side Two:
Cd=1.15 CI=1.00 CF=1.30 Roof Live Load: LL= 25 psf
Shear Stress: Fv= 145 psi Fv'= 167 psi Roof Dead Load: DL= 15 psf
Cd=1.15 Tributary Width: TW= 14 ft
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 plf
Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Comp.-L to Grain: Fc-1= 405 psi Fc--L'= 405 psi Adjusted Beam Length: Ladj= 3 ft
Beam Self Weight: BSW= 4 plf
Controlling Moment: 779 ft Ib
1.5 ft from left support Beam Uniform Live Load: wL= 400 plf
Beam Uniform Dead Load: wD_adj= 292 plf
Created by combining all dead and live loads. Total Uniform Load: WT= 692 plf
Controlling Shear: 727 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Reo'd Provided
Section Modulus: 6.27 in3 17.65 in3
Area(Shear): 6.54 int 19.25 int
Moment of Inertia(deflection): 3.94 in4 48.53 in4
Moment: 779 ft-Ib 2193 ft-Ib
Shear: 727 Ib 2140 Ib
NOTES
Project: page
Location: Roof Beam 4
Roof Beam
[20Q9 International Building Code(2005 NDS)] or
3.5 IN x 9.5 IN x 5.0 FT
#2-Hem-Fir(North)-Dry Use
Section Adequate By:97.9% StruCalc Version 8.0.100.0 5/24/2011 9:02:34 AM
Controlling Factor:Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.02 IN U3035
Dead Load 0.01 in
Total Load 0.03 IN U1752
Live Load Deflection Criteria:U240 Total Load Deflection Criteria: U180
REACTIONS A B
Live Load 1406 Ib 1406 Ib
Dead Load 1031 Ib 1031 Ib
Total Load 2437 Ib 2437 Ib
Bearing Length 1.72 in 1.72 in
BEAM DATA
Span Length 5 ft 5ft B
Unbraced Length-Top 2 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 8 :12 ROOF LOADING
Roof Duration Factor 1.15 Side One:
MATERIAL PROPERTIES Roof Live Load: LL= 25 psf
#2-Hem-Fir(North) Roof Dead Load: DL= 15 psf
Base Values Adjusted Tributary Width: TW= 2 ft
Bending Stress: Fb= 1000 psi Fb'= 1374 psi Side Two:
Cd=1.15 C1=1.00 CF=1.20 Roof Live Load: LL= 25 psf
Shear Stress: Fv= 145 psi Fv'= 167 psi Roof Dead Load: DL= 15 psf
Cd=1.15 Tributary Width: TW= 20.5 ft
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 plf
Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Comp.-L to Grain: Fc-1= 405 psi Fc--L'= 405 psi Adjusted Beam Length: Ladj= 5 ft
=
Controlling Moment: 3046 ft-Ib Beam Self Weight: BSW 7 plfBeam Uniform Live Load: wL= 563 plf
2.5 ft from left support Beam Uniform Dead Load: wD_adj= 412 plf
Created by combining all dead and live loads. Total Uniform Load: WT=. 975 plf
Controlling Shear: -1706 Ib
At a distanced from support.
Created by combining all dead and live loads.
Comparisons with required sections: Read Provided
Section Modulus: 26.6 in3 52.65 in3
Area(Shear): 15.34 in2 33.25 in2
Moment of Inertia(deflection): 25.7 in4 250.07 in4
Moment: 3046 ft-Ib 6030 ft-Ib
Shear: -1706 lb 3696 lb
NOTES
Project: Page
Location: Multi-Loaded Multi-Span Beam 5 -
Multi-Loaded Multi-Span Beam
[2009 International Building Code(2005 NDS)] or
31INx5.5INx3.0FT
#2-Hem-Fir(North)-Dry Use
Section Adequate By:27.5% StruCalc Version 8.0.100.0 5/24/2011 9:13:44 AM
Controlling Factor:Shear LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.01 IN U2597
Dead Load 0.01 in
Total Load 0.02 IN U1497.
Live Load Deflection Criteria:0360 Total Load Deflection Criteria:0240
REACTIONS A B
Live Load 467 Ib 908 Ib
Dead Load 341 Ib 661 Ib
Total Load 807 Ib 1569 Ib
Bearing Length 0.57 in 1.11 in
BEAM DATA Center
Span Length 3 ft 3ft B
Unbraced Length-Top 2 ft
Unbraced Length-Bottom 3 ft
Live Load Duration Factor 1.00 UNIFORM LOADS C nter
Notch Depth 0.00 Uniform Live Load 50 plf
MATERIAL PROPERTIES Uniform Dead Load 30 plf
#2-Hem-Fir(North) Beam Self Weight 4 pff
Base Values Adjusted Total Uniform Load 84 plf
Bending Stress: Fb= 1000 psi Fb'= 1297 psi POINT LOADS-CENTER SPAN
Cd=1.00 CI=1.00 CF=1.30 Load Number One
Shear Stress: Fv= 145 psi Fv'= 145 psi Live Load 1125 Ib
Cd=1.00 Dead Load 840 Ib
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Location 2 ft
Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi
Comp.-L to Grain: Fc-1 = 405 psi Fc-1'= 405 psi TRAPEZOIDAL LOADS-CENTER SPAN
Load Number One
Controlling Moment: 1434 ft-Ib Left Live Load 100 plf
1.98 Ft from left support of span 2(Center Span) Left Dead Load 60 plf
Created by combining all dead loads and live loads on span(s)2 Right Live Load 100 plf
Controlling Shear: -1459 Ib Right Dead Load 60 plf
At a distance d from right support of span 2(Center Span) Load Start 2 ft
Created by combining all dead loads and live loads on span(s)2 Load End 3 ft
Load Length 1 ft
Comparisons with required sections: Read Provided
Section Modulus: 13.27 in3 17.65 in3
Area(Shear): 15.1 in2 19.25 int
Moment of Inertia(deflection): 7.78 in4 48.53 in4
Moment: 1434 ft-Ib 1908 ft-Ib
Shear: -1459 lb 1861 Ib
NOTES
Prosect: page
Location:Roof Beam 6 /
Roof Beam
[2009 International Building Code(2005 NDS)] °f
3.5 INx3.5INx4.OFT
#2-Hem-Fir(North)-Dry Use
Section Adequate By:289.8% StruCalc Version 8.0.100.0 5/24/2011 9:15:54 AM
Controlling Factor:Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.02 IN U2224
Dead Load 0.02 in
Total Load 0.04 IN U1268
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180
REACTIONS A B
Live Load 150 Ib 150 Ib
Dead Load 113 Ib 113 Ib
Total Load 263 Ib 263 Ib
Bearing Length 0.19 in 0.19 in
r
BEAM DATA
Span Length 4 ft an B
Unbraced Length-Top 2 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 8 :12
Roof Duration Factor 1.15 ROOF LOADING
Side One:
MATERIAL PROPERTIES Roof Live Load: LL= 25 psf
#2-Hem-Fir(North) Roof Dead Load: DL= 15 psf
Base Values Adjusted Tributary Width: TW= 1 ft
Bending Stress: Fb= 1000 psi Fb'= 1722 psi Side Two:
Cd=1.15 C1=1.00 CF=1.50 Roof Live Load: LL= 25 psf
Shear Stress: Fv= 145 psi Fv'= 167 psi Roof Dead Load: DL= 15 psf
Cd=1.15 Tributary Width: TW= 2 ft
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 plf
Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Comp.1 to Grain: Fc--t-= 405 psi Fc-1'= 405 psi Adjusted Beam Length: Ladj= 4 ft
Beam Self Weight: BSW= 2 plf
Controlling Moment: 263 ft-Ib Beam Uniform Live Load: wL= 75 plf
2.0 ft from left support Beam Uniform Dead Load: wD_adj= 57 plf
Created by combining all dead and live loads. Total Uniform Load: wT= 132 plf
Controlling Shear: 226 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Read Provided
Section Modulus: 1.83 in3 7.15 in3
Area(Shear): 2.04 in2 12.25 int
Moment of Inertia(deflection): 1.78 in4 12.51 in4
Moment: 263 ft-Ib 1025 ft-Ib
Shear: 226 lb 1362 lb
NOTES
i
Project: page
Location: Roof Beam 7
Roof Beam s't:
[2099 International Building Code(2005 NDS)] °f
5.5 IN x 7.5 IN x 6.0 FT
#2-Hem-Fir(North)-Dry Use
Section Adequate By:234.6% StruCalc Version 8.0.100.0 5/24/2011 9:19:28 AM
Controlling Factor:Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.01 IN U5253
Dead Load 0.01 in
Total Load 0.02 IN U2913
Live Load Deflection Criteria:U240 Total Load Deflection Criteria: U180
REACTIONS A B
Live Load 300 Ib 300 Ib
Dead Load 241 Ib 241 Ib
Total Load 541 Ib 541 Ib
Bearing Length 0.24 in 0.24 in
BEAM DATA
Span Length 6 ft —6ft B
Unbraced Length-Top 2 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 8 :12 ROOF LOADING
Roof Duration Factor 1.15 Side One:
MATERIAL PROPERTIES Roof Live Load: LL= 25 psf
#2-Hem-Fir(North) Roof Dead Load: DL= 15 psf
Base Values Adjusted Tributary Width: TW= 2 ft
Bending Stress: Fb= 550 psi Fb'= 632 psi Side Two:
Cd=1.15 C1=1.00 CF=1.00 Roof Live Load: LL= 25 psf
Shear Stress: Fv= 135 psi Fv'= 155 psi Roof Dead Load: DL= 15 psf
Cd=1.15 Tributary Width: TW= 2 ft
Modulus of Elasticity: E= 1100 ksi E'= 1100 ksi Wall Load: WALL= 0 plf
Min.Mod.of Elasticity: E_min= 400 ksi E_min'= 400 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Comp.-L to Grain: Fc-1= 405 psi Fc--L'= 405 psi Adjusted Beam Length: Ladj= 6 ft
Beam Self Weight: BSW= 8 plf
Controlling Moment: 812 ft-Ib Beam Uniform Live Load: wL= 100 plf
3.0 ft from left support Beam Uniform Dead Load: wD_adj= 80 plf
Created by combining all dead and live loads. Total Uniform Load: WT= 180 plf
Controlling Shear: -433 Ib
At a distanced from support.
Created by combining all dead and live loads.
Comparisons with required sections: Read Provided
Section Modulus: 15.41 in3 51.56 in3
Area(Shear): 4.18 in2 41.25 in2
Moment of Inertia(deflection): 11.95 in4 193.36 in4
Moment: 812 ft-Ib 2716 ft-Ib
Shear: -433 Ib 4269 lb
NOTES
1
Prgject: Paye
Location: Roof Beam 8a
Roof Beam
[2009 International Building Code(2005 NDS)] o'r
3.5 IN x 5.5 IN x 3.0 FT
#2-Hem-Fir(North)-Dry Use
Section Adequate By: 100.5% StruCalc Version 8.0.100.0 5/24/2011 9:19:52 AM
Controlling Factor: Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.01 IN U2727
Dead Load 0.01 in
Total Load 0.02 IN U1578
Live Load Deflection Criteria: U240 Total Load Deflection Criteria:L/180
REACTIONS A_ B
Live Load 844 Ib 844 Ib
Dead Load 614 Ib 614 Ib
Total Load 1458 Ib 1458 Ib
Bearing Length 1.03 in 1.03 in
BEAM DATA ,
Span Length 3 ftT-3ftB
Unbraced Length-Top 2 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 8 :12 ROOF LOADING
Roof Duration Factor 1.15 Side One:
MATERIAL PROPERTIES Roof Live Load: LL= 25 psf
#2-Hem-Fir(North) Roof Dead Load: DL= 15 psf
Base Values Adjusted Tributary Width: TW= 2 ft
Bending Stress: Fb= 1000 psi Fb'= 1491 psi Side Two:
Cd=1.15 C1=1.00 CF=1.30 Roof Live Load: LL= 25 psf
Shear Stress: Fv= 145 psi Fv'= 167 psi Roof Dead Load: DL= 15 psf
Cd=1.15 Tributary Width: TW= 20.5 ft
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi L Wall Load: WALL= 0 plf
Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Comp.1 to Grain: Fc-1 = 405 psi Fc--L =' 405 psi Adjusted Beam Length: Ladj= 3 ft
=
Controlling Moment: 1093 ft-Ib Beam Self Weight: BSW 4 plf
1.5 ft from left support Beam Uniform Live Load: wL= 563 plf
=
Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj 409 plf
Controlling Shear: -1021 Ib Total Uniform Load: WT= 972 plf
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Read Provided
Section Modulus: 8.8 in3 ,17.65 in3
Area(Shear): 9.18 int 19.25 int
Moment of Inertia(deflection): 5.53 in4 48.53 in4
Moment: 1093 ft-Ib 2193 ft-Ib
Shear: -1021 Ib 2140 lb
NOTES