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1405 E Front St A - Building
� 1 CERTIFICATE " F OCCS PA CY CiW'of Fort Angeles - '�uildang a`i►ci��o� This certificate is assuedlpursuant to the requirements of Section 111 of the 2009 International Building Code certifying that at the fimeaof issuance this structure was in compliance with the various ordinances qf the.Cio re ulatan ebuildan .; uctzon orusef,.. f. win,aonstroello ` Business name: Fort Angeles Papa Murphy's (Owners George Braly/ \� Business address 1405 E. Front Suite:A Karen House) , Property owner. 1405 East':Front4Street Inc o Property owner's address"r' PO Box 908, Carlsborg, WA 98324 Automatic fire spranlzlei system: Notrequired -- ' Use & occupancy classif cation: Business Building permit nu nbef s 11-721-:&11-85 9 Occupant load. Per 2009 IBC, Table 12004 X15'1 iE gK , & Of, Hype Of CO72stYZlctlon. UB sr A3`�fix G TZ /11 VT Sue RoberdsPw nzngManagei 4 Date Post on the premises in a conspicuous place. T his.cerhficate shall not be removed except by the Building Official. 1 1 i I ` pORT,,�, CERTIFICATE OF OCCUPANCY APPLICA TION Permit# L � '�Zt G, u 1 r ► i�"� W i (( �a,�b FEES �( CITY OF PORT ANGELES 5 Certificate / Inspection Attn: Permit Technician 321 E. Fifth St., Port Angeles, WA 98362 0 Parking Business Improvement Area (PBIA) (360)417-4815 fax (360) 417-4711 fee charged for Downtown locations Cea� Br-&'J �Kare"n Vt"','e' PLEASE PRINT IN INK Check one: New business in P.A.?❑ Change of ownership only? ❑ Moving 1 from within P.A.? X Zoning BUSINESS NAME -r-jje- Business address l: � Maili ress V.O. f6ox C(, Phone number k -bOpening datect Z 11 Days & hours of operatio `rte,. "' �'"� : t� Business owner's namC � ^CA Contact phone �o }6vT?.t, J I�)�"' Business owner's addtess 1.O. P�C�C a10yb ca-,,,5ti.J�; 9481-4 CAD 3 3 Brief description of business _—1 0.7_0\ Property owner's name 1�}� �7an4 r�C . Contacthone .,-5w (O Property owner's address/contactV.D. &-X �� C cL4VSb fS. � Z . I BUILDING DEPARTMENT phone 417-4815 Bldg approval b Y_Q� Iq on \ ©�y Is the business a restaurant or bar that will seat 50 or more people? Yes ❑ No Construction changes planned (moving walls, adding/enlarging windows or doors, roofing, siding, foundation work, x' �(�j adding/altering staj ays, ramps, bathrooms, electrical„heating/cooling/ventila ions stems, etc). Sv° 0, Work planned: t, t11s . e n .� Qt G 1 V ,� , C,(1c,�,r� c � G� C/ s D&A FIRE DEPARTMENT phone 417-4653 Fire approval by <DD on i Changes to a fire sprinkler system or fire alarm system? Yes ❑ N0 Work planned: PBIA .(Parking Business Improvement Area -Downtown) phone 417-4623 Square footage of business? CL ?000 S -�-� PBIA notified-0 - Is business moving within the PBIA? Yes ❑ Nox CITY CLERK phone 417-4634 City Clerk approval by INA _on_- Second-hand dealer/pawnbroker business? Yes ❑ No'A Will there be dancing at this business? Yes ❑ No A City of Port Angeles Business License is required for: Taxi, Peddlers, Second-Hand Dealer, Pawnbroker, Dance, Hotel-Motel, Fireworks, Ambulance, and Tattoo Businesses. Page 1 of 2 COMMUNITY&, ECONOMIC DEVELOPMENT phone 417-4750 CED approval by on r Number of off-stye t parking sp ces available fo emploes and customers?_t� fMet ,n �� I/) y�VC,10- (A parking plan may be required.) N1 't Signs? (wall-mounted, freestanding, projecting, awning, A-frame, etc?) Signs planned: I / f �LLAd y C (*-- PLEASE NOTE: NO flashing, intermittent, or chasing signs are permitted in the City of Port Angeles. PINE approval by KV on sIt PUBLIC WORKS DEPARTMENT- ENGINEERING phone 417-4812 Is site work planned (new or re-located sewer or.water service, excavation, grading or'filling',.work in City right-of-way, new driveway.openings; site drainage, parking lots, downspouts, irrigation system backflow devices, etc.). Yes ❑ No, l Work planned: ",oa, b F 1S�'I sof /Jo1Y� -�- �'PS2ac PUBLIC WORKS WASTEWATER phone 417-4845 PWW approval by on Will waste, other than domestic household waste, be discharged into the sewer system? Yes ❑ No X. If yes, what will be discharged: C��1 d�-n� �►c-eGfi� -�c�,O Call for Certificate of Occupancy inspections BEFORE openin_g business. Building Department Inspection.417-4815 Fire Department Inspection 417-4653 Please sign up for utility services at-the cashiers' counter. 1 hereby apply for a Certificate of Occupancy. 1 acknowledge that I have read this application and .state that the information I have supplied is correct to the best of my knowledge. Incorrect information may result in revocation of permit. DatePrint Name� Ll - Signature I�CV'�!� g T WormsTuilding Division\Cenificate of Occupancy Application(2010).doc Page 2 of 2 J • { m}w�k+ � m» � w +' v s .. F '.. < a t a•� a � ���5';:'k"' ""-�� `�� � k QW _ Rim oM " 'N M " aw 3° m- * "�%at i w` '� v `#Y "�. 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Carlshorg,WA 9824 No. Filed for Record at!request CLALLAM COUNTY st of TRANSACTION EXCISE TAX Clallaani Title("Vinpatry /d 410 S 0� Escrow Numben III It51"N r DAT PAI E JUN 3 0 2011 Statutory Warranty Deed AMOUNT COTR SURER BY SiIF GR J.ti`Y.R Soond.Coninnivilr,Bank,;a F'ederally_Chartered Savinl;s.Ban-.f :and in consideration of TEN DOLLARS AND OTHER GOOD AND VAIA!MILE CONSIDERATION' n hated paid,conveys and warratits in .1405 Last.p'row Street., Ric., it Washington corporation the followintg d"scrihed real estate, sintated'in tite County ol'C illatnt,State of NVashiwgton. Atibmviated Lrgal:JO&I1 (ali)&12(`1 1:`2),I31k.35,PS Co-Op.-Coiony Tax Parcel'Nr rnber(>):063000 531545 Lots 10, 11 and tike West 1-731f'of 12 in Block 15,Puget Sound Coopctalite Colony's Siib v`asion of ilie`l'ovv nsite of Port Angeles,as per Pkat thereof i-ccorded in Volume 1 of Plats,page 5,records of' Clallam County,Washinzton. Situate in the Coiltity of Cialiatn,State o!Washingtoti. Subject to:Lim,ecorded.leaselanl&ii anv> rirzlats o wadors aiicl neaifity agreeiiien%'On Personal laroperl,v and rights of tentants and secured partaes to remove trade fixtures at.tli expiration of the terms. . Datedlune 29,2011 Sound Community Bank By.-Matthew F.Moran.£vp1Cray STATE OF COjTT1�car � ) 3 certify that-I know or have satisfactory evidence that Mattheav F'.Moran is`are rite person(s)who appeared before me,and said persons)acknow edge that —.signed this instrument,on oath suited „ is/are anthoriixd to execute the instrument and acknowledge that as the VA{CCL? _of:5nund Community bank _ to be the tics and vtiluntary act ofvucli partvties)ibr. -,vses.and rl .'es m, ti tied 9 this.iaastrument. Dated: l0is iitlll �� IIIINti"s uv pit lic in a d fn the St,to oMilf a lltll) �� It >tdmd:ii Aar app�;ina t rq cxptns_ t • �. (A_ 9 9 �g14 g1/,i� p'llk �l4►�I�iWASN\��.�`� FILED SECRETARY OF STATE SAM REED State of Washington 06/17/2011 STATE OF WASHINGTON Secretary of State CORPORATIONS DIVISION James M.Dolliver Building 801 Capitol Way South PO Box 40234 Olympia WA 98504-0234 360.725.0377 Initial Annual Report Application Information This Application ID 2078157 Associated App ID 2078151 Entity Name 1405 EAST FRONT STREET INC UBI Number UBI 603 122 359 Corporation Type Profit Corporation Tracking ID 2122543 Validation ID 1973306-002 Date Submitted for Filing 6/17/2011 Filing Due Date State of Incorporation WA Inc./Qual Date 6/17/2011 Nature of Business LEASING OF COMMERCIAL REAL PROPERTY Contact Information Contact Name GEORGE BRALY Contact Address PO BOX 908 CARLSBORG WA 983240908 Contact Email george@bralycpa.com Contact Phone 360-683-9033 .41 .r3Cx" W. h' J' t Agent is Individual y Agent Name GEORGE BRALY Registered Agent Consent Submitter is Registered Agent. Agent Street Address 1405 EAST FRONT STREET PORT ANGELES WA. 98362. Agent Mailing Address PO BOX 908 . CARLSBORG WA 983240908 Agent Email Address george@bralycpa.com Place of Business Place of Business is in US Yes Street Address 1405 EAST FRONT STREET PORT ANGELES WA 98362 Officers Officer#1 Name KARENN HOUSE Titlel Secretary PO BOX 908 CARLSBORG,WA 983240908 3 , Officer#2 Name KATtIERINEN1f1RY �. ROAT r Titlel President PO BOX 908 CARLSBORG,WA 983240908 Signature Information-. Signed:By GEORGE RICHARD•BRALY Clallam County Assessor& Treasurer - Property Details- 61926 1405 EAST FRONT ST... Page 1 of 1 Clallam County Assessor &Treasurer Property Search Results > 61926 1405 EAST FRONT STREET INC for Year 2011 -2012 Property Account Property ID: 61926_. Legal Description: _ LOTS 10 AND 11 & W2 LT 12 BL 15 PS CO-OP COLONY SUBDIVISION Geographic ID: 0630005315450000 Agent Code: Type: Real Tax Area: 0010-PA 121 PORT ST CNTY H2 L WMP Land Use Code 61 Open Space: N DFL N Historic Property: N Remodel Property: N Multi-Family Redevelopment: N Township: Section: Range: Location Address: 1405 E FRONT ST Mapsco: PORT ANGELES,WA 98362 Neighborhood: PA East Comm Map ID: 2 Neighborhood CD: 5005000 Owner Name: 1405 EAST FRONT STREET INC Owner ID. 210090 Mailing Address: PO BOX 908 %Ownership: 100.0000000000% CARLSBORG,WA 98324 Exemptions: Taxes and Assessment Details Property Tax Information as of 10/25/2011 Amount Due if Paid on:Epl, NOTE: If you plan to submit payment on a future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due. Click on"Statement Details"to expand or collapse a tax statement. i First Half Second Half Year I Statement IDBase Amt. Base Amt. Penalty Interest Base Paid Amount Due R Statement Details 2011 156336 $3545.32 $3545.27 $0.00 $0.00 $3545.32 $3545.27 Statement Details 2010 44610 $3517.99 $3518.00 $0.00 $0.00 $7035.99 $0.00 Values Taxing Jurisdiction .. Improvement/Building Sketch _ Property Image _. _. Land 1_4R6 I I Value History _... .____ _..... 7 7 Deed and Sales History Payout Agreement This year is not certified and ALL values will be represented with "N/A". Website version.9.0.32.2200 Database last updated on: 10/25/2011 3:49 AM ©2011 True Automation,Inc.All Rights Reserved. Privacy Notice http://websrv8.clallam.net/propertyaccess/Property.aspx?cid=0&year=2011&prop_id=61... 10/25/2011 '/2" 8'-1 1/z" 93.5"V0. 1 ' �-2"Retalner " N W o � �4"Dlvld F-4"Divider N I l n n in ,. r .. a Q r - $"+ �o— s ? • STATIC SIDE.LEXAN 8 VINYL,FACE ILLUMINATED . r i �r •+ r v n COLORS TBD w L m •- - . . _ ',qCpUNTANT r •r - rEXAMINER : • �2"Rtle eanr ' PROPOSED -EAST SIDE ELEVATION N.T.S. cd 12 —6"SQ.TUBE m 12 6"SQ.TUBE q t ) O o , 9 IQ14-� O LL EAST SIDE LL WEST SIDE v�� 8 6 e,s� (V.I.F.)CLOCK CAB. ( .I.F.)CLOCK CAB. (1`(^' 4'-1 518" 4'-1 51B" REPLACEMENT FACES FOR EXISTING PYLON— SCALE: YLON IY 1 SCALE:''/a"=1'-O" SCOPE: (2)NEW WHITE PANNED LEXAN FACES W/APPLIED VINYL 3630-33 RED/3630.26 GREEN REPAINT CABINET AND RETAINERS&SUPPORT STRUCTURE BLACK INSERT A 10 MM FULL COLOR LED READER BOARD/PIXEL MATRIX TO BE 96 X 224 WHERE EXISTING READER BOARD LOCATED,LED ON EAST SIDE FACE ONLY. WEST SIDE FACE WILL BE A STATIC FACE ON THE BACKSIDE OF THE LED CABINET. PROPOSED -WEST SIDE ELEVATION NOTE:"REFACE PYLON FACES IN FIELD" N.T.S. REFACE EXISTING CLOCK W/3M SCOTHPRINT GRAPHICS/FIELD VERIFY FACE MEASUREMENTS gm�r r E r r r x syr ; Date Desrlplon aDaR ® e Hevisn pliaro SALES APPROVAL .. •�• r . r •.,� + �T�r - #2 7-21-11 Rome Jesipn,stupe r xTM,,x:C'� #5 Tau-11 H:vlsn 5TF71C PRNEL CUSTOMER APPROVAL a�IfE-05 _ r FiOv, kIC." TEXAS 75(;2ti #q 8�-11 Bevlae DIMENSIONS r T.5LLi617/11 LANDLORD APPROVAL DESIGNER: TJV ILEDNAME: 11.04344 s10RT CERTIFICATE OF OCCUPANCY APPLICATION Permit# `2 � �� CITY OF PORT ANGELES X03,4 Certi"fiFEES `ate Inspection Attn: Permit Technician 321 E. Fifth St., Port Angeles, WA 98362 $_ 0 Parking Business Improvement Area (PBIA) (360)417-4815 fax (360)417-47.11 fee charged for Downtown locations PLEASE PRINT IN INK Check one: New business in P.A.?❑ Change of ownership only? ❑ Moving location from within P.A.? Zoning BUSINESS NAME P_{1 6f_ MVAC 5 Business address {7G _- � , Mailing address .Q. f6o cd Phone number loc "zj Opening date qj 12-111 Days & hours of operatio 'rt�`� "' `"Y'� f 1 o Business owner's nam C e U ^P✓� Contact hone l to oPr�, p ��/ tc -r Business owner's address P- . &DC 610b Ccvjas o�r�; V"� 9QbL,4 c10 3 Brief description of business i cr1rj rV P)QRQ_ ,'SCA. Property owner's name 1-4C5 ���� � �� SRC' . Contact hone 9jW OY,�t) W� PrnnnrFr n�ninnr'c mrlrlrccc/rnn+m�+ n. ar L n,f`C1� / rte._fl C'L,//i ,\AIA q;� .'7 ,-n.rvn cr, �. ti�� �.. r �_>✓... r r .ic.i Iw—r BUILDING DEPARTMENT phone 417-4815 Bldg approval by on Is the business a restaurant or bar that will seat 50 or more people? Yes ❑ No Construction changes planned (moving walls, adding/enlarging windows or doors,-roofing, siding, foundation work, adding/altering sta ays, ramps, bathrooms, electrical„heating/cooling/ventila ions stems, etc). ; Work planped: c� CI n cr S FIRE DEPARTMENT phone 417-4653 Fire approval by on Changes to a fire sprinkler system or fire alarm system? Yes El N0 Work planned: PBIA .(Parking Business Improvement Area -Downtown) phone 417-4623 Square footage of business? C�,&:cd- 2J2,00 5— PBiA,notified on Is.business moving within the PBIA? Yes ❑ Nox CITY CLERK phone 417-4634 City Clerk approval by on Second-hand dealer/pawnbroker business? Yes E No Will there be dancing at this business? Yes ❑ No A City of Port Angeles Business License is.required for: Taxi, Peddlers, Second-Hand Dealer, Pawnbroker, Dance, Hotel-Motel,.Fireworks, Ambulance,.and Tattoo Businesses. Page 1 of 2 COMMUNITY& ECONOMIC DEVELOPMENT phone 417-4750 CED approval by on Number of off-streetparking sp ces available fo emploXpes and customers? 1�fi13�`��� , n (b4- (A parking plan may be required.). UrDi Signs? (wall-mounted, freestanding, projecting, awning, A-frame, etc?) Signs planned: t 1 `J► z� �` �C tCL� c5 l < n'dA ncr 3W PLEASE NOTE: NO flashing, intermittent, or chasing signs are permitted in the City of Port Angeles. PWE approval by on PUBLIC WORKS DEPARTMENT- ENGINEERING phone 417-4812 Is site work planned (new or re-located sewer or water service, excavation, grading or filling, work in City right-of-way, new driveway openings, site drainage, parking lots, downspouts, irrigation system backflow devices, etc.). Yes ❑ No, l Work planned; p-6-CtUW C4 C_C I34`)� po1vP-rna. ,IT3'2C_"4 PUBLIC WORKS WASTEWATER phone 417-4845 PWW approval by on Will waste, other than domestic household waste, be discharged into the sewer system? Yes ❑ No If.yes, what will be discharged: G n�C�-r15 ct�G� �Ccs .Call for Certificate of Occupancy inspections BEFORE opening business. Building.Department Inspection 417-4815 Fire Department.Inspection 417-4653 Please sign up for utility services at the cashiers' counter. I hereby apply for a Certificate of Occupancy.. I acknowledge that I have read this application and state that the information I have supplied is correct to'.the best of my knowledge. Incorrect information may result in revocation of permit. Date Print Name _ Signature T:\Forms\13uilding DivisianlCertiQcate of Occupancy Application(2010).doc . Page 2 of 2 COMMUNITY_& ECONOMIC DEVELOPMENT 'phone 417-4750 CED approval by on Number of off-street parking spces available fo emplo es and customers? 1�fi ��� in �c�E- ( o T P�' (A parking plan may be required.) Signs? (wall-mounted, freestanding, projecting, awning, A-frame, etc?) Signs planned: S PLEASE NOTE: NO flashing, intermittent, or chasing signs are permitted in the City of Port Angeles. PWE approval by_ V_.on 7-1.'!;'-1/ PUBLIC WORKS DEPARTMENT- ENGINEERING phone 417-4812 A/D ce-,tv%W k-. Is site work planned (new or re-located sewer or water service, excavation, grading or filling, work in City right-of-way, new driveway openings, site drainage, parking lots, downspouts, irrigation system backflow devices, etc.). Yes ❑ No Work planned: , t )a �c���1'>� C_ t�1S C�� C�1C1J+)2, p01 Ye-"-J, Y--f PUBLIC WORKS WASTEWATER phone 417-4845 PWW approval by on Will waste, other than domestic household waste, be discharged into the sewer system? .Yes ❑ No If yes, what will be discharged: C�n�CU--15 qrf—C(lc- A C[.O Call for Certificate of Occupancy inspections BEFORE opening business. Building Department Inspection 417-4815 Fire Department Inspection 417-4653 Please sign up for utility services at the cashiers' counter. 1 hereby .apply for a Certificate of Occupancy. ! acknowledge that I have read this application and state that the information 1 have supplied is, correct to the.best of my knowledge. Incorrect information may result in revocation of permit.. Date Print Nalre C GLI Signature CPA— T:1 A— � f � - l� T:1rorms\Building DivisionlCertiGcafe of Occupancy AppilLaticn(2010).doc - - - Page 2 of 2 PREPARED 10/21/11, 13:41:34 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 10/21/11 ------------------------------------------------------------------------------------------------ ADDRESS 1405 E FRONT ST A SUBDIV: TENANT, NBR: P.A. PAPA MURPHY'S ' CONTRACTOR : PHONE OWNER 1405 EAST FRONT STREET, INC. PHONE (360) 683-9033 . PARCEL 06-30-00-5-3-1545-0000- APPL NUMBER: 11-00000721 CO- CHANGE OF OCCP/USE , ------------------------------------------------------------------------------------------------ PERMIT: CO 00 CHANGE OF OCCUP/USS REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 0099 01 10/21/11 JLL///'��� BLDG C/O FINAL V * OVERRIDE TAKEN LE DATE: 10/21/11 TIME: 13:40:44 1: October 21, 2011 1:400::1313 PM 1pangrle. C OF 0 FINAL - PAPA MURPHY'S -------------------------------------- COMMENTS AND NOTES -------------------------------------- CER TIFICA TE OF 0CCUPANCY APPLICA TION Permit# 21 W� (I �t,�- FEES rf CITY OF PORT ANGELES �' 15 r - 5 Certificate /Inspection Attn: Permit Technician 321 E. Fifth St., Port Angeles, WA 98362 $ 0 Parking Business Improvement Area (PBIA) (360)417-4815 fax (360) 417-4711 fee charged for Downtown locations BY&'y IKare*) e PLEASE PRINT IN INK Check one: New business in P.A.?❑ Change of ownership only? ❑ Moving location from within P.A.? X Zoning BUSINESS NAME Business address G � Mailing address P.U. fbo cd Z� Phone number 24zD (oc n Opening date Zj 11 Days & hours of operatio Business owner's namt�C C , L ^V\ Contact phone t r' , - Business owner's address- Rb. 6,DC Gck-� CC1,a5sh - Brief description of business i cn1cs N OG1� ,%r-7CA Property owner's name l4 ;���� t ry �r1C . Contactphone Prnnnrhinuninor'cmriHrrocc/rnn+art /1. /1rY (-.r-0h ('r, r1ct.,r/Q .\nIA �S�/'l,7 I` .,.rte.-J _....... _ �....... i. - ...v ""r - v. t. •.r Jv' 4L.v- 1 L ivvr-- II BUILDING DEPARTMENT phone 417-4815 Bldg approval by on Is the business a restaurant or bar that will seat 50 or more people? Yes ❑ No Construction changes planned (moving walls, adding/enlarging windows or doors, roofing, siding, foundation work, adding/altering sta ays, ramps, bathrooms, electrical„heating/cooling/ventila ions stems, etc). ; Work planned: /,� Ll-i 11S "—U(+-1 .a FIRE DEPARTMENT phone 417-4653 Fire approval by 1 on 1��•g • I Changes to a fire sprinkler system or fire alarm system? Yes ❑ NOX Work planned: PBIA (Parking Business Improvement Area rr-��Doow��nttown) phone 417-4623 Square footage of business? L��V -P, PBIA notified on Is business moving within the PBIA? Yes ❑ Nol CITY CLERK phone 417-4634 . City Clerk approval by on Second-hand dealer/pawnbroker business? Yes ❑ No Will there be dancing at this business? Yes ❑ No f A City of Port Angeles.Business License is required for: Taxi, Peddlers, Second-Hand Dealer, Pawnbroker, Dance, Hotel-Motel, Fireworks, Ambulance, and Tattoo Businesses. Page 1 of 2 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Q Application Number 11 00001100 Date 10/05/11 Application pin number 184200 REPORT SALES TAX Property Address 1405 E FRONT ST A On our excise tax form ASSESSOR PARCEL NUMBER 06 30 00 5 3 1545 0000 y Application type description ELECTRICAL ONLY to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Application desc Lw Voltage security Owner Contractor 1405 EAST FRONT STREET INC NORTH PENINSULA ELECTRIC 1� PO BOX 908 761 FRESHWATER PARK RD CARLSBORG WA 98324 PORT ANGELES WA 98363 (360) 683 9033 (360) 477 1764 926 Permit ELECTRICAL ALTER COMMERCIAL V Additional desc Permit pin number 193862 Permit Fee 95 90 Plan Check Fee 00 Issue Date 10/05/11 Valuation 0 Expiration Date 4/02/12 q� Qty Unit Charge Per Extension (I\_►` 1 00 95 9000 ECH EL LIMITED 1ST 1500 SQ FT 95 90 Fee summary Charged Paid Credited Due ` Permit Fee Total 95 90 95 90 00 00 Plan Check Total 00 00 00 00 Grand Total 95 90 95 90 00 00 INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE ROUGH IN `2J FINAL COMMENTS PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G\EXCHANGE\BUILDING °�°°RTaNc ELECTRICAL INSPECTION WIRING REPORT RKS 417-4735 DATE PERMIT N INSPECTOR / b std OWNER/CONTRACTOR ADDRESS / ✓ ��� APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED J Gl,1TZ Yz�T 1n 2 A J'j D 11-4 S-r go�LL ybpF?r-zn)>s-'r:' LA-)I air-- 66 Iq A) ��TL,- NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS,INC.(360)452-1381 2011-10-04 11:02 NORTH PENINSULA ELEC 3609289409 >> 360 47 4711 P 1/1 REG"'EIVEDd City of Port Angeles Permit Application OCT 4 2011 , Building DivisbNElectrical Inspections ELECTRICAL 321 Fast Firth Sdreel-P.O.Box 1150 Pon Angeles Washington,99302 INSPECTIONS Ph.pool 417-47351:11:13M)41T-471i Date -1 3 2 Single Family Dwelling ` 1 Multi Family or Commercial' -_—_ rrimercial Addition!Alteration I Remodel Repair' Pian Review May Be Req it e Clete Elec i Plan Review tormaUor Sneer I� j J 'C/► J� Joh Address. y k Building Square Footage Descriphor of above , r -rrun Info m ttor 1 Owner,n(o lin r Y�- � 1 l� I i Nam �, 1. ;J f's`�' 4, came — T Mal:ng Al r s Cttiing A dr�,55 - L ,,ty State .ISA Z•'P rf�- ale: zip _ v.� C* PnonP _Fax:-_ -- - _ Phone `�- 4 Fax r9 7 License 4 Exp �Y� ��� Unit Cnaroe Qty Total i ty Multiplied Gr wrr;.Char e, S 11990 S—_— Servtce'Feeder 200 Amp S 45 50 —. 5—.� _ServicNFeeoer 20'-400 amD 5 204 00 S_— ServtcefFeeder 501.600 Amo. S 262 JO S__ -ServicelFeeder 6- 1 300 An S 172 50 _, - S-. _ .-Servica Wer over 000 limo S 2 60 S_ _-- -Braech rircuo IM,Servlre-eeder S 7350 —. S_ _-Branch Clrcuit*0 Service Seeder S 2.60 __. S Each A01,0nal Branch C ra t S 9270 _ S Temp Sefvmcel Feeder 200 Amp $ 10.30 -. -, S -, romp Service'reoder 20140C Amc S 148 70 S_ remp Seryice,peeder 401.600 Amp S 16190 -_ S .-•--Temp ServicerFeeder 601-1000 Amp S 9590 S portal to Portal Houny S 8320 _ _ $ 5n;0udine :gnhng S - Sig.lai Circuit'Limited Energy ;,ommeroa1.Addtjona1 1500 S5 00 5 95.90 �--- y nal CircuiV Um4ed Energy 1 3 2 Family Dwelling $ 63.90 -- $--- 9 r yulti,Fami: Owe1Fn $ 6390 _-- $ _ Signa Circu1V mited Energy Y 9 S119.90 $ MDnuladured Home Connection $10230 S •—_ —Renewable beceical Energy SKVA Systen or less S 11030 —. 5_- —Fest 1300 Square Ft. S 3520 __•_ S.—_-—Each Additional 500 Square- or Portion of 5 73.50 - _ S- —_Each Outbuilding of petached Garage S 1030 S_. Each Swimming Pod or kot tub S S6 00 S—. _Thermostat S- —_—Total owner as defined by RM18.20.261.(1)Dinar wifl occupy the aNuctura for two years after MIS eiocfricslpemrit is flnelized.(T)OmMner is required to hire an erectrial contractor it above add propafy is for sale,Font or loess.Permit expires offer six monrhe of last inspection. trical the alocirical he above mimed property or a nsed eler altterstion In compliance with the electricalIowa,by Unify .E.C.I PCW Chapter 19AM the Owner Of`29.WAC.Chapter 296.468.The ity of Pon Angeles pal Code,and Utility Specifications.llon or C- Cash signature of ownsor electrical contractor or electrical administrator . O Check / Date; I/ Credh Card N--�_' � I- OF pAOR 7A" ELECTRICAL INSPECTION G y WIRING REPORT G�`'clyGRKS& 417-4735 DAT PERMIT# INSPECTO O ER/C TRACTOR ADDRESS 1c— Ll U 0—� nl— �- APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑ SERVICE ❑ .1A(y FINAL ❑ CORRECTIONS NEEDED- NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS,INC.(360)452-1381 PREPARED 9/16/11 16 03 05 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/16/11 ADDRESS 1405 E FRONT ST A SUBDIV TENANT NBR PAPA MURPHY S CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452 5381 OWNER 1405 EAST FRONT STREET INC PHONE (360) 683 9033 PARCEL 06 30 00 5 3 1545 0000 APPL NUMBER 11 00000797 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION ��e�O TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL99 01 9/16/11 LL BLDG FINAL September 16 2011 4 02 19 PM 1pangrle BUILDING FINAL COMMENTS AND NOTES ELECTRICAL PERMIT CITY OF PORT ANGELES or p 360-417-4735 Application Number 11 00001014 Date 9/16/11 Application pin number 729644 REPORT SALES TAX Property Address 1405 E FRONT ST A ASSESSOR PARCEL NUMBER 06 30 00 5 3 1545 0000 on your excise tax form Application type description ELECTRICAL ONLY to the City of Port Angeles Subdivision Name (Location Code 0502) Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Application desc 2 signs Owner Contractor 1405 EAST FRONT STREET INC HANSON SIGN CO PO BOX 908 PO BOX 928 CARLSBORG WA 98324 SILVERDALE WA Q� (360) 683 9033 SILVERDALE WA 98383 rV,\ (360) 613 9550 3�6 613 `2S)r Permit ELECTRICAL ALTER COMMERCIAL Additional desc EACH ADDITIONAL SIGN $5 00 �{ Permit pin number 192682 nN Permit Fee 93 20 Plan Check Fee 00 Issue Date 9/16/11 Valuation 0 Expiration Date 3/14/12 Qty Unit Charge Per Extension BASE FEE 5 00 1 00 88 2000 ECH EL COMM SIGN 88 20O�r Fee summary Charged Paid Credited Due Permit Fee Total 93 20 93 20 00 00 �^ Plan Check Total 00 00 00 00 Grand Total 93 20 93 20 00 00 V INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE ROUGH IN f tlr� FINAL 1 COMMENTS PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G\EXCHANGE\BUILDING 09/14/2011 19 44 FAX 3606139515 HANSON SIGN CO Z 002 6 r�o REPELVED CiTy oF PoRT ANGELEs PERma AppucAnoN Building Division/EleetrjW Inspections SEP 15 2011 321 Fast Fifth Simet—P.O.Box 1150/Port Angela Washin&on,98362 Ph.(360)417-4735 Fax:(360)4174711 ELECTRICAL ��WFO INSPECTIONS Date: 1 &2 Single'Family Dwelling Multi-Farhilptir Commercial* _L Commercial Addition I Alteration/Remodel I Repair* Plan Review May Be'Req 'red, Please Co pie Electrical Plan Review InfbrmaUon Sheet IA&-,S: ;yi � - l`_ Job Address: Building Square Footage: Descriptl bove CT er Omer Information Contractor Information Name: 6 el C Name: 0�,o Ma iVPT4Cg_&)L 9!C5 Mailin Addrew. K.0. Kc2k Cit: e:!Fw- -1 .9 cily.;Q 0 e Phone., V F aic Phone: License#I Exp, Uo@nse#1Exp..aXM5Q5Qi DAM -1 —7/-0 A Item Unit ChaMe Total(Qtv 111110plied by Unit Char-gel ServiceJFeeder 200 Amp, $119.90 Servioe/Feeder 201400 Amp. $145,50 Service/Feeder 401-600 Amp S204.60 Service/Feeder 601-1000 Amp. $262.20 Service/Feeder over 100D Amp. $372.50 -Branch Circuit W/Service Feeder $ 2.60 S Branch Circuit VVIO Service Feeder S 73.50 $ Each Additional Branch Circuit $ 2.60 $ Temp.Service/Feeder 200 Amp. $ 92.70 $ Temp.Service/Feeder 201400 Amp. $110.30 $ Temp.Service/Feeder 401-600 Amp. $148.70 Temp.Setvice/Feeder 601-1000 Amp $167.90 Portal to PorW Houq $ 95.90 $ SigniOullne Lighting $ 88.20 —12 Signal Circuitt Limited Energy/First 1500 sf—Commercial $ 95.90 $ Note, $5.00 for each additional 1500 sf Signal Circuil/Limited Energy 1 &2 Family Dwelling $ 63.90 Signal Circull/Limited Energy Multi-Family Dwelling $ 63,90 Manui�dured Home Connedon $119.90 Renewable Electrical Energy 5KVA System or Less $102.30 $ Thermostat $ 56.00 $ NEW QNSTRUCTION ONLY: First 1300 Square Ft S110.30 $ Each Additional 500 Square Ft or Poftn of 35-20 $ �Eaich Outbuilding or Ditached Garage 73.50 A -7-0 ;Each Swimming Pool or Hot Tub $110.30 $, Total 73 Owner as defined by RCW 19.28.261.(1)Owner will occupy The structure ibr 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 statementl hereby ceM(y-that I am the owner of the above named property or a licensed electric6l contractor I am making -the el&,tical installadon or alteraffon In Compliance with the electrical laws,N.E.C. RCW Chapter 19.28,WAC.Chapter 296468,The City,of Port Angeles Municipal Code,and UU11y Specifications.and PAMC 14.05.050 regarding Electrical Permit Applications. Signaiture of owner,electdcal Contractor or electrical adKinistrator, 0 Cash 0 Chwk Cradlk Card*(�&11 X If 's OW —Dated: °FP°pr"N°F ELECTRICAL INSPECTION N WIRING REPORT cm Fa aKS 417-4735&`� DATE PERMIT# INSPECTOR l 1 OWNER/CONT ACTOR ADDRESS n APPROVED NOT APPROVED ❑ DITCH ❑ _� Z�L--ROUGH IN/COVER ❑ ❑ SERVICE ❑ ❑ FINAL ❑ CORRECTIONS NEEDED- NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS,INC.(360)452-1381 PREPARED 9/15/11 8 45 34 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/15/11 ADDRESS 801 E FRONT ST SUBDIV TENANT NBR PAPA MURPHY S CONTRACTOR VANCOUVER SIGN CO INC PHONE (360) 693 4773 OWNER 801 E FRONT LLC PHONE (360) 683 9033 PARCEL 06 30 00 5 1 3840 0000 APPL NUMBER 11 00000188 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL99 01 9/15/11 BLDG FINAL TIME O1 00 � + September 14 2011 10 18 56 AM 1pangrle I SCHEDULED THIS TO FINAL THIS PERMIT BUILDING FINAL FREESTANDING SIGN FOR PAPA MURPHY S COMMENTS AND NOTES fa �� �- v �` CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 11 00000865 Date 9/02/11 Application pin number 253190 Property Address 1405 E FRONT ST A REPORT SALES TAX ASSESSOR PARCEL NUMBER 06 30 00 5 3 1545 0000 Tenant nbr name PAPA MURPHY S/BPALY CPA on your state excise tax form Application type description SIGNS Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning COMMERCIAL ARTERIAL Application valuation 20800 Application desc TWO SIGNS (ELECTRONIC MESSAGE CENTERS) Owner Contractor 1405 EAST FRONT STREET INC HANSON SIGN CO INC PO BOX 908 PO BOX 928 CARLSBORG WA 98324 SILVERDALE WA 98383 (360) 683 9033 (360) 613 9550 Permit SIGN Additional desc TWO SIGNS Permit pin number 190934 Permit Fee 200 00 Plan Check Fee 00 Issue Date 9/02/11 Valuation 20800 Expiration Date 2/29/12 Qty Unit Charge Per Extension 1 00 85 0000 PER S-WALL SIGN OR MARQUEE > 25 SF 85 00 1 00 115 0000 PER S FIS OR PROJ SIGN > 25 SF 115 00 Special Notes and Comments August 22 2011 2 54 28 PM sroberds The proposal will result in installation of an electronic \ readerboard for total bldg mtd sq ftg of 56 sq ft & installation of a 25 sq ft two sided readerboard for total free standing signage of 100 sq ft (per side)in the CA 11 zone No land use issues are anticipated Fee summary Charged Paid Credited Due Permit Fee Total 200 00 200 00 00 00 Plan Check Total 00 00 00 00 Grand Total 200 00 200 00 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 a rity to iolate or cancel the provisions of any state or local law regulating construction or the performance of construction. 2�# Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit PREPARED 10/21/11 8 22 52 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/21/11 ADDRESS 1405 E FRONT ST A SUBDIV TENANT NBR PAPA MURPHY S/BRALY CPA CONTRACTOR HANSON SIGN CO INC PHONE (360) 613 9550 OWNER 1405 EAST FRONT STREET INC PHONE (360) 683 9033 PARCEL 06 30 00 5 3 1545 0000 APPL NUMBER 11 00000865 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL99 01 10/21/11 BLDG FINAL tin October 21 2011 8 17 46 AM 1pangrle CONNIE 360 613 9550 BUILDING FINAL TWO SIGNS (ELECTRONIC MESSAGE CENTERS) COMMENTS AND NOTES BUILDING PERMIT INSPECTION RECORD I — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— �Q Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 �1 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 I 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: I Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by CA MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parking I Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 ,r n Construction R W PW /Engineering 417-4831 �` — Fire 417-4653 �O Planning 417-4750 1/1 Building 417-4815 — T.Forms/Buildinq Division/Building Permit ELECTRICAL PERMIT c� CITY OF PORT ANGELES 360-417-4735 Application Number 11 00000918 Date 8/24/11 Application pin number 391918 REPORT SALES TAX Property Address 1405 E FRONT ST A ASSESSOR PARCEL NUMBER 06 30 00 5 3 1545 0000 on your excise tax form Application type description ELECTRICAL ONLY to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Application desc 200 amp service 20 circuits Owner Contractor 1405 EAST FRONT STREET INC NORTH PENINSULA ELECTRIC �-�- PO BOX 908 761 FRESHWATER PARK RD ^� CARLSBORG WA 98324 PORT ANGELES WA 98363 (360) 683 9033 (360) 477 1764 Permit ELECTRICAL ALTER COMMERCIAL Additional desc Permit pin number 191577 Permit Fee 171 90 Plan Check Fee 00 Issue Date 8/24/11 Valuation 0 Expiration Date 2/20/12 Qty Unit Charge Per Extension �V 20 00 2 6000 ECH EL BRANCH CIRCUIT W/FEEDER 52 00 1 00 119 9000 ECH EL 0 200 SRV FEEDER 119 90 Fee summary Charged Paid Credited Due Permit Fee Total 171 90 171 90 00 00 Plan Check Total 00 00 00 00 Grand Total 171 90 171 90 00 00 V INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE 8 ZC t ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G\EXCHANGE\BUILDING 2011-08-22 12:19 NORTH PENINSULA ELEC 3609289409 >> 360 417 4711 P 1/1 RECEVED AUG 2 2 2011 C ELECTRICAL ri= CO City of Pott Angeles Permit Appllcabon INSPECTIONS ' Building DiviNonlElectrical Inepectlonsl 321 Eul Fifth 51Mt P-0-8011150 Pon AngalaS Washington.99362 Ph:(360)441?-AM Fax.(360)417-4711 Date 1 i3 2 Single Family Dwelling /Multi-Family or Commercial' Commercial Addition f Alteration r Remodel!Repair' Plan Review May Be �u`ir leas9S.AmptetC,F ctrica!Plan Fzview Inlormalian bhCg. jobAddress —1�_ M�� Building Square Footage: --- ' Descnprror•of above /wner mlo a on « Contractor Iafor�Qatior vame _ 1L�C �1 J Name �S dress ,`Z. k-- llailrnd A I ress._ CPR _ I,I2,hm�/)add!zss pQ —Stale:l.lr�Zip: C!t% T _�l Slate Z`p wLo ily J�j Phone -� 1 W 1Fay Phone __Fax ,_ _- _ - V� -�,l \ T" Phone t/ Exp Lioerse d :xp ` 1E c. Unit Ch r Tyal IDty Multiyied by unit Charge: S 11490 S�-� SetwcWeeder 200 Amp 5 145 56 S_, _Sennce/Feeder 201.400 amp S 294.60 ��.-- S_-- Service/Feedei 101 60r,Amp $26220 —. S_. _. Servicel:teder 6-?I• X30 amp S 37750 S LCervrceFeeder over 1000 Amp 5 50 $=—branch bfcuil W SerAce seeder S 73.50 _—. S_ —Branch Circuit,v!0 Sefwce Feeder 5 2.60 S __—Eae"Addilgnal Brancr C,ra.-t S 9270 S —. Temp Service!reeaer 20 Amp. S 11030 — S_—_ Ternp SorvicaXeeder 211400 Amc S 14870 — S_—_ Temp.Servw-reeder 401-600 Amp S 16790 __ S _• —_—Te rp.SerV mFeeder 301 1000 Amp S 9590 5 __, Ponal to Ponal Houry S--- —Sign;outfine L!grnn9 S 95.9c _ ____ S_- •__Sigsa,Circurtl imxed Cnergy- 011mer�8l.Addroonal 15A0 55.00 $ 63.90 — SSignal Cvcunr-imited Energy 1 a 2 Family Dwelling $ 6390 _— S _.Signa Circuit! :mated Eneigv Vu*1-an11v Dwelling S119.90 _ S—_, ._Manufactured Home Connection S 102.30 S __Renewable Electrical Energy 5tt1/A System or;ess $110 30 _•— S ___Fomt 1300 Square Ft 6 3520 S. Each Additional 500 Square or Portion or S 7350 — _ S,__ _Each Outouddrng 7i'Detached Garage $ 1030 S—•_—•-Each Swimming Pool or fro,Tub S 5600 5 pP,hemiosla; S� --�'�Total Owneras doliaed by RCW.19.2t.2B1-(f)Owner will occupy the structure for two}rears Ifni'this alactnca!permit is finalized.(2)Oweris required to nira an efettriul contractor N above Slid property is for este,rant or Nue.Permit expires altar sir months of last inspection. conam the owner of the above named propeiW or a lfical r.I am making the electrical aIle awri in6the complla ce with theneelecvlcal laws,N that Ct I RCW.Chapter 19 26.WAC,Chapter 296.460,The City ofPo cAngeles Munnapal Code,and Ut 1�Pecl11catIO I-do or I- Cash 319ngWre of minor,electrical contractor or eleebieal admlrIM"ter 0 Check So PERMIT APPLICATION Print in ink CITY OF PORT ANGELES For City Use Only- Attn: Building Permit Technician Date Received 321 E. Fifth St. Port Angeles WA 98362 Permit# (360)417-4815 fax(360)417-4711 Date Approved Applicant or Agent 6""'ll V Ph n 3&p 113 -E5Z O Property Owner S n Phone Property Owner's Address p.C), o Contractor ll 5 6;Qyl 60. Phone 31�p 67 ,Contractor's Address .b oer License # 144AI )DT, ,�k 10-i Expires Project Address - rK0A,4 6+ , Business Name, i Parcel Number Lot Zoning Submit an 8 % "x 11 "site plan & three sets of plans that include. ■ Type of sign (wall-mounted projecting, freestanding, illuminated, other ) ■ Placement and sq ft. area • How the sign will be securely attached (Engineering specs may be required for freestanding signs) ■ Separation distance between the bottom of projecting and freestanding signs and the surface below See "Chapter 14.36 Sign Code"of the City of Port Angeles Municipal Code for sign requirements. Sion Type&Brief Description: (Type, location, sq. ft.) C leo�tir- ( c sa5f, Bow Sign #1 W -QA. d10 Sr 60. S ' Sign #2 - 2 8"4113 , Sign #4 Totals(Unit charges Sign(s) 9800 w0.Isy Unit Charge Quanti multiplied by quantities) Type of Sion Valuation fl• DO nt � (75+ 0, Soo i �e m l a A �- r $47 00 x = $ All signs less than or equal to 25 sq. ft. � 2C� $85 00 x i = $ 135 6L) Wall sign or marquees, over 25 sq. ft. $115 00 x ( = $ 1 %5.00 Freestanding sign or projecting sign, over 25 sq. ft. GRAND TOTAL Make Checks Payable to- City of Port Angeles $ a,00 pp Credit Cards (Except American Express) are accepted Existing sign(s) area 7e:* sq. ft. +Proposed sign(s) area sq. ft. = Total signs)area sq. ft. Building fagade area (height I_ft. X width eft.) 7S sq. ft. (if a building has more than one business in it, only measure the area of the building fagade that is used by the business applying for this permit.) I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date /0 1 I Print Name(>Dk),Of e, MOLC l— Signature&ZPtta T:Forms/Building Division/Sign Permit Application.doc NOTES Permit a0 . , CUSTOM ELECTRICAL ADVERTISING EST.1964 o T Forms/Building Division,/Notes i404 1331 1412; r 1464 1414' 1405 l PO 1417 f ►• f - �• r.ti`�,. _ 411 W• .-i — °'+ "•`}f j n a ,?ice'- . ig A` rk •�t. �•{ f. ,�" '-- �— ' -='' .•t k o"F� • r 'Pr ff-T ill w � x CITY OF PORT ANG:LE =Cao ruction The issuance of this permit bes id lip p tk_se plans,specif• cations and other data shah no prevent't gilding official �' from thereafteriring the Corr ='e in sal P r ``? "� requf k plans, specifications and oth d tak orT building operations being car.ie'd=bi►4<Nierei iidr svhe �,. -_ 4 '"° ' ' violation of all codes and or adoas 4f._ ri '`. • ='g'"r` W 09,ay - t(a 1 - , Approval Date ..:3'2: .. •3 k • 14 �; ILj. •-r��i'��•'�"- =`^i . �." N`'Sa.: �t r-r t `.w;' ,�t. �Y , c e2. '-�A`i'1*..:_-.�_.__._ar-- ___ __.iF��4Y:...�._- _>✓.,r t• L....>;:� ��b'.�a.4`'S�e ,"�i:.�-� _-_._,' .:k: SITE MAP Rwkm Date De cdptlon ' aDaRT® ? #1 7-15-11 Ruise phuto SALES APPROVAL t • • 7CU PARKER dnU.4RE '• , a a ry _ #2 7-21.11 Rws design ape SUITE iD5 , CUSTOMER APPROVAL _OWER W',U.VD,ID(AS 75028 T.80D, 78.1. '3 DATE. 6/7/11 F469 191" DESIGNER: TJV LANDLORD APPROVAL FILENAME. 11.04340 n +:+ F„ l�,�,'�'. ` ..�� 3`rr •�,;_ ,� } t", ►''� �iti r'rt`� t4�1-K, — t.`' � As � �Yly 1� y�� ��•yr�r },.. 4ri�.,F♦� .n1:s. i� 1 ,y,: +l r'"''� �: }.C'r�; ^ � rt: �� �.t: t �,'��' 11 ... .,,•!(�. r ; y1� ��li,,rfi, , ` ..f t/;{ - J�,��� 6 Y�{•�� i�'4�. f r{��'+!'r9 *`a (!`r _ - _ �:of �7 r�;•..�y{i,s.,"•�T at ,�{'T}rsV V'�.. �. ',ar TV, ,A. !f e -t:,li. rC'Y.?{•,� �T V { { t� �� t�I .� 7t��yrs � r� !� -ti-`., -_ �c3�... �`•,i �+gy'�.d � � y �'•. JI ..Y• ._.. �✓.�O'as J M.:J,`:sa f;ixi'1. a � w � � � � �up ��'sy ,tri.yn:�Yt>: ,'�'-�.s' ✓"'€ �,�r;,t "# w�� ,: Yr,* k'�'�-. 4 - s4•^gid'.!% � ���� * •� ��...4.�^'���+F".. �e'�'hY'^ tr Jig Come meet the new bank in the neighborhood. : .t 1��ta�+•i•4,i 12 7�4. " �J s, 't� lark � ;`5'_ ; 4•� r yy E r ,1 :i• .' :S i, ' 7 � ir .l `cam:��Q�.. .,r �� '� • „} t r ���1''S 'v, • . CIL �'apA 11�urphyf PIZZA �� SIF 16mm FULL • . - LED . •�.yi PROPOSED N.TS. EXISTING CONDITION aDa .yr UO NUT ENTEfl-ENiT ONLY - •1� ' , _ // - .. �2' ". - l�.- ' r _ ro PAPA MURPHY�S PIZZA«_ Dimensioae approximaiemay changdue to constructi 1405 E. FRONT ST factorar exacfield condition�olorshowmreasclosms SIGN COMPANY PORT ANGELES WA APPROVAL printingwill allow:always follow written specification: SUITE 2D5 ALLRIGHT8ESERVEfShislesighasbeercreatelbryoin DATE:700 PARKER SQUARE FLOWER MOUND,TEYAS 75028 CUSTOMER APPROVAL 6/7/11 connectiaitha projedleinylanne&r yoby ADARR may .r NOT be shown to anyone outside your Organization,; '' '' be reproduced in any manner without prior consent. 8' 1 Yz 8' 1 Yz 88.18"V.O. 93.5'V.O. F-2'Retainer e0 m 1 PIZZA �. -4'Divld " E--4"Divider - '.,,, . STATIC SIDE.LIXAN&VINYL,FACE ILLUMINATED COLORS TBD - -2"Retain " PROPOSED-EAST SIDE ELEVATION to Q 'I2 -<--6"SQ.TUBE 12 �6"SO.TUBE N.T.S. 9 0 v�FtA s EAST SIDE WEST SIDE a —(� ^ (V.I.1)CLOCK CAB. (V.I.F.)CLOCK CAB. - \� REPLACEMENT FACES FOR EXISTING PYLON SCALE:114 ==1-0' �7Sro PG:. (2)NEW WHITE PANNED LEXAN FACES W/APPLIED VINYL 3630-33 RED/3630-26 GREEN REPAINT CABINET AND RETAINERS&SUPPORT STRUCTURE BLACK INSERT A 10 MM FULL COLOR LED READER BOARD/PIXEL MATRIX TO BE 96 X 224 WHERE EXISTING READER BOARD LOCATED,LED ON EAST SIDE FACE ONLY. WEST SIDE FACE WILL BEA STATIC FACE ON THE BACKSIDE OF THE LED CABINET. NOTE:"REFACE PYLON FACES IN FIELD' PROPOSED -WEST SIDE ELEVATION REFACE EXISTING CLOCK W/3M SCOTHPRINT GRAPHICS/FIELD VERIFY FACE MEASUREMENTS N.T.S. mal:w-ro Reva an Date Description s , •• •, I"- -%" #1 7.15-11 Rms photo , •�#� ■ �. � � , ! a - p SALES APPROVAL 00 PARP,ER SQUARE , #2 7.21.11 Revla design, ape r . e 'e mmy SURE LOS #3 CSN Fi,MOUND,TE',(6,a Sl;2A 7.28.11 Revise SWTIC PANEL CUSTOMER APPROVAL � T.OGD.675.6353 DATE. 6/7/11 #4 8.8-11 Revlse DIMENSIONS ' F.469,322. 9 DESIGNER: TJVs, " 1 FILENAME. 11-0434r4 LANDLORD APPROVAL 14'-0 4114'EMC 2' SQUARE TU BE FRAME ATTACHED TO EMC BY USING 3/8' X 3' FASTENERS 8 EA. Cp 5' X 1.75' X 190 STRUCTURAL CHANNELATTACHED TO EMC 2' SQUARE TUBE DesignIftles &BOLTED TO BUILDING VERTICAL 0 E P A R 1 M E N FRAMING MEMBERS BY USING P.O.BOX928 3/8' X41/2' LAG BOLTS 9438 WILLAMETTE MERIDIAN RD.NW SILVERDALEWA98383 ® g MINIMUM 4EA.PER END PHONE(360)613-9550 FAX(360)613-9515 www.honsonsigns.com PROPOSED iNEW EMC INSTALLATION CUSTOMER: '56.0 TOTAL'SQ.FT. PAPA MURPHY'S APX.235 LBS. PORTANGELES,WA DATE:8/9/11 SCALE OPTION REVISION _ _ _ 1/2'=1 A 0 ' === SALES:RANDY HANSON . = =''— = v EXISTING STORE FRONT n.-: -;: N �- DESIGN:HAYLEE HERDMAN COMMENTS: {{ ©2010 1' THIS SIGN DESIGN IS THE PROPERTY OF HANSON SIGNS INC.8 NOT TO BE REPRODUCED REPRODUCED IN ANY WAY WITHOUT PERMISSION OR TRANSFER BY SALE. O ZVt O O O 44 CD Q CD ad _ Z O G � M •� d N Yw, U' - Z K m m w z M L o Q a m S. SS p o c N 1 O� Vl Q � v � D r V¢l D OU O Z S oWC a TOP VIEW EXISTING D/F ILLUMINATED CABINET 971/2' EXISTING 3' SQ.TUBE NEW S/F EMC RECESSED INTO EXISTING CABINET N 2' SQUARE TUBE FRAME ATTACHED TO EMC FRAME BY USING 3' X 1/2' BOLTS 6EA.AS REQUIRED 2' X 3' X 1/4' FLAT BAR WELDED TO EXISTING 90 3' SQUARE TUBE&2' SQUARE TUBE FRAME 971/2' EXISTING D/F ILLUMINATED CABINET ID FACE EXISTING 3' SQ.TUBE INTO 6' SQUARE TUBE EXISTING D/F ILLUMINATED CABINET READER BOARD FACE 42' X 8' 28.0 SQ.FT. cD NEW S/F EMC RECESSED INTO EXISTING READER BOARD CABINET 3'4' X 7'6' 25.0 SO.FT. 2' SQUARE TUBE FRAME ATTACHED TO EMC FRAME BY USING 3' X 1/2' BOLTS 6EA.AS REQUIRED i 2' X 3' X 1/4' FLAT BAR WELDED TO EXISTING i 3' SQUARE TUBE&2' SQUARE TUBE FRAME 8 EA. i i EXISTING 6' SQUARE TUBE REFACE EXISTING POLE SIGN ADD ELECTRONIC MESSAGE CENTER IN PLACE OF READER BOARD ON EAST FACE ON LY ALL OTHER FACES REPLACED AS IS CITY OF PORT ANGELES s / DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 11 00000797 Date 8/04/11 Application pin number 031501 Property Address 1405 E FRONT STA 9+0- �} REPORT SALES TAX ASSESSOR PARCEL NUMBER 06 30 00 5 3 1545 0000 Tenant nbr name PAPA MURPHY S on your state excise tax form Application type description COMM REMODEL Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning COMMERCIAL ARTERIAL Application valuation 20000 Application desc INTERIOR DEMO & STRUCTURAL IMPROVEMENT Owner Contractor 1405 EAST FRONT STREET INC HOCH CONSTRUCTION PO BOX 908 4201 TUMWATER TRUCK RT CARLSBORG WA 98324 PORT ANGELES WA 98363 (360) 683 9033 (360) 452 5381 Structure Information 000 000 Construction Type UNKNOWN Occupancy Type BUSINESS OFF/PRO/MED/REST Permit BUILDING PERMIT COMMERCIAL Additional desc Permit pin number 190108 Permit Fee 347 75 Plan Check Fee 226 04 Issue Date 8/04/11 Valuation 20000 Expiration Date 1/31/12 1{ Qty Unit Charge Per Extension �{ BASE FEE 95 75 1 18 00 14 0000 THOU BL 2001 25K (14 PER K) 252 00 II q Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due ` Permit Fee Total 347 75 347 75 00 00 Plan Check Total 226 04 226 04 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 578 29 578 29 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. 0'1,210-111 Aj��p Ap Date Print Name Signat o 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— �11 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 FOUNDATION. Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING Under Floor I Slab Rough-in Water Line(Meter to Bldg) Gas Line -' Back Flow/Water FINAL Date Accepted by T(� AIR SEAL. Walls f-tr Ceiling V FRAMING- Joists 1 Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel ON --�--r Bar I ' 1 NSULATION: � 1 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 , I Footin 1 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 Ile Construction R W PW !Engineering 417-4831 Fire 417-4653 - Planning 417-4750 O Q Building 417-4815 4 �' T Fnrmc/Ri ilriinn ni iisinn/Ruildina Permit \VO I BUILDING PERMIT APPLICA TION Print in ink is CITY OF PORT ANGELES K For City Use Only- Attn: Building Permit Technician DateReceived 321 E. Fifth St. Port Angeles,WA 98362 Permit# i, - _ (360)4174815 fax(360)417-4711 Date Approved Applicant t-Yl,l t u o1C O-L4 - Phon 417, 51e/5, Property Owner j!(Q5 E FKp11t S�t /AIL Phone (073 - 10 3 3 Property Owner's Address P��SC �t g C W5,0695 Ut4 OR 3 2� Contractor Phone Contractor's Address 4.Zol 6 License# lt�2c(f CG-)(9t 2)j� Expires 8.,2A.1 I E-mail PROJECT ADDRESS t Pa a n uLj Parcel Number tip Lots �► Zonin �i4 k Proiect Type&Brief Description: ❑Residential ❑Multi-family *Commercial ❑ Industrial Check all that apply ❑New Construction ❑Addition p(Remodel r p ❑Repair T11'--< hts ,s Pha ' f ❑Demolition i1F S arx+e Lui Il it S 5 ravekn ❑ Re-roof ❑House ❑garage ❑other ❑tear off&re-roof ❑lay over one layer ❑ Heat System ❑ Heat pump ❑wood-burning stove ❑gas fireplace ❑pellet stove ❑other ❑Other NQ 01e-c i, v 61' `S Floor Areas Existing(sa.ftl Proposed(sm ft.) Basement @$ per sq.ft. _$ 1 st Floor 2nd Floor 3'd Floor + Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION $ W Ono Total footprint of structures sq.ft. Lot size sq.ft. = Lot coverage % 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 % SITA Max. height of pFe d structures 10 ft. Occupancy group $_ #of bedrooms -E�- WII a lawn sprinkler system be installed? �o Occupant load #of full baths 2 Will a fire sprinkler system be installed? �Qo Construction type #of half baths 0 I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits pri t wonting on . cts. Date Print Name L&-il i±AP SignaturetaV--\' T:Forms/B ilding Wsion/Bldg Permit.doc � �}t4A ,ifs '.,("'Ys""�£�' "�. Y^' µ-•h a.s '.�ti. tin All r fle,}�fe .r': �• ,i'j1� np ": a r. @ �•f+ 5 n� `rig: `t`"� i• 1 •� ti ;� f � x', 1•t. .'� 'f' t Vie' ,t�. � M'26l ^�' //�+ �� _`` - .•- 4 `�" � fY j r QLl "w i ,` '„' T ,' " i:.a";�,es" °tip+( •.�' ,f `All ,�:' +u'"'a •!.`'...''�� r`w� � �w. Jar �°'�„ fir; "�' G7,.,� � r;. 0 .'���"•"' �{f .f....... .., 4inda Pangrle From Annie O'Rourke [draftingsolutions@olypen com] Sent: Thursday July 28 2011 5.23 PM To Linda Pangrle Subject: Re Papa Murphy's demo Attachments Phase 1 bldg app pdf This will be a building permit with the description of 'interior demo and structural improvements' It will not be the Tenant Improvement we will be bringing that in probably next week. We will be phasing this-so to speak. How does this attached application look? What fees will I need to bring in tomorrow? Thanks Annie Original Message From. Linda Pangrle To Annie O'Rourke Sent: Thursday July 28 2011 4 59 PM Subject: RE. Papa Murphy's demo Hi Annie, Are you planning to submit the plans and application to get a building permit, plumbing permit, and mechanical permit for the entire job tomorrow? I don't need the actual bid You can just put the valuation of the project on the building permit application Per Sue R, I won't be issuing a demo permit for this project unless the entire building is coming down I don't know what the fees will be It depends on the valuation and scope of the project. When I get more details from you, I can give you more details. Linda From Annie O'Rourke jmailto.draftingsolutionsCcbolypen.coml Sent: Thursday, July 28, 20113 47 PM To, Linda Pangrle Subject: Papa Murphy's demo Hi Linda, I got a bid estimate from Rick Hoch of Hoch Construction of$20 000 for the demo we talked about last week. I'd like to bring in the plans tomorrow but would like a list of the fees Do you require the actual bid or can I just relay the number to you? Annie O'Rourke Drafting Solutions I I I ! ( I I ► I I I ! l i ! i ! ! l !--I�—�— I I ! _' 7crs ! ! llllll I ! it II II I Moi of ' �' I W51 I IL I I ! 11 ! I I I IIIiIMM II ! ! li I ! ! ! 1 I ! 2/1412,61 153 li li I I II ! II Tiilil I ► ' i tip ! I I I I I I I I ! ! I ! I I -, x 41, I i Sr-� fly { ! ! I I I L I ! ! I ! 7 t _ I_ ►, u/ � ! �q� � ' .f ��r2wS I ! I tom—j!—� !—r—f—'�—i ! I -- —. V PI ! *1 1I ! ! I , 17A. 1 I ! , ! I I I I ! I-1! i 1 I ssl IN I I ! i I I I I i t ► ! ! I i 1 ! ! II ! I II I ! 11 ! III1 I F T F I ! t i l lki ! ! I I I I I ! ill <J1 ( i ! 1 1 11 ill +F11W I _ I I I I I I I Ii 1 ! ! ! LEE I I I I I i"Al 421,11110 277 l i I I I ! _ r7z I- � IIl� Illlil � Ijl ! ! ! � Ili I III III1- �� i =1 -- I ! I �.j� t ✓I i I I _ ! I I I I i �- I 11 I I I I I ISI r 1 1 1 1 1 1 H I-, h ! I _1111 ' 111 ! I ! ! I I i I ! li _illi IIi_ _ III 11 IIII ! IIIIII ! ! 1I1IIl�� �I-TII ',� , I_ i_ ! IIII IIIiI I I � 1111 ! I III I II 7I I . -FTI �-I_ �_! I I I 1 1 1 1 1 III-TTI I I I 1 1 I i I X17-1 I� Beam. M1 Shape: C10X15.3 Material: A36 Gr.36 Length. 13.23 ft I Joint: N1 A Ib J Joint: N2 LC 4 IBC 16-10 (b) Code Check: 0.893 (bending) Report Based On 97 Sections 6548.85 at 0 ft fa psi V `\ Ib -6548.85 at 13.23 ft 19282.185 at 6.615 ft M �..�.. ..v4. '°,.... ,., m:sem.,. Ib-ft fc psi -21660.321 at 6.615 ft ft psi D in -19282.185 at 6.615 ft -.349 at 6.615 ft A/SC ASD 9th Ed. Code Check Max Bending Check 0.893 Max Shear Check 0.189 Location 6.615 ft Location 13.23 ft Equation H1-2 Max Deft Ratio U455 Compact Fy 36000 psi Out Plane In Plane Fa 16701.831 psi Cm .85 Ft 21600 psi Lb 4 ft 13.23 ft Fb 21600 psi KUr 67.359 40.976 Fv 14400 psi Sway No No Cb 1 L Comp Flange 4 ft Page 1 of 8 Anchor Calculations Anchor Selector (Version 4.3.0.0) Job Name Date/Time 7/25/20112.41 11 PM 1) Input Calculation Method ACI 318 Appendix D For Uncracked Concrete Calculation Type Analysis a) Layout Anchor 3/4" Titen HD Number of Anchors 2 Embedment Depth 6.25 in Built-up Grout Pads No Cx1 Sx1 Cx2 Vuay Cy2 Muy Nua Mux by2 + + Vuax by1 bx1 ex bx2 Cyt 2ANCHORS 'Nua IS POSITIVE FOR TENSION-AND NEGATIVE FOR COMPRE9SION, +INDICATES CENTER OF TWO ANCHORS Anchor Layout Dimensions CXR 4 in cx2 72 in cyl 6 in cy2 6 in bx1 15 in bx2 15 in byl 1.5 in by2 15 in SXR 5 in about:blank 7/25/2011 Page 2 of 8 b) Base Material Concrete Normal weight fc 3000 0 psi Cracked Concrete No 'Pc,v 140 Condition B tension and shear �Fp 1657.5 psi Thickness, h 60 in Supplementary edge reinforcement No c) Factored Loads Load factor source ACI 318 Section 9.2 Nua 0l Vuax 9246 lb Vuay 0l Mux 0lb*ft Muy 0lb*ft ex 0 in e 0 in Moderate/high seismic risk or intermediate/high design category No Apply entire shear load at front row for breakout No d) Anchor Parameters From [C-SAS-2009] Anchor Model = THD75 do = 0 75 in Category = 1 hef= 4 86 in hmin = 10 in cagy = 7 3125 in cmin = 175 in smin = 3 in Ductile = No 2) Tension Force on Each Individual Anchor Anchor#1 Nual = 0 00 Ib Anchor#2 Nua2 = 0 00 Ib Sum of Anchor Tension ENua = 0 00 Ib ax = 000 in ay = 000 in e'Nx = 0 00 in e'Ny = 0 00 in 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor- Anchor#1 Vual = 4623 00 Ib (Vuaix= 4623 00 Ib , Vualy= 0 00 Ib ) about:blank 7/25/2011 Page 3 of 8 Anchor#2 Vua2 = 4623 00 Ib (Vua2x 2 4623 00 Ib , Vua2y= 0 00 Ib ) Sum of Anchor Shear EVuax = 9246 00 Ib, EVuay = 0 00 Ib e'Vx = 0 00 in e'vy = 000 in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = nAsefuta [Eq D-3] Number of anchors acting in tension, n = 0 Nsa = 45540 Ib (for each individual anchor) [C-SAS-2009] � = 065 [D44] Nsa = 2960100 Ib (for each individual anchor) 5) Concrete Breakout Strength of Anchor Group in Tension [Sec. D.5.2] Ncbg =ANCANcoFec,N"'ed,NFc,NTcp,NNb [Eq D-5] Number of influencing edges = 3 hef(adjusted for edges per D 5.2.3) = 4 000 in ANco = 144 00 int [Eq D-6] ANS = 180 00 int Tec,Nx = 10000 [Eq D-9] `1`ec,Ny = 10000 [Eq D-9] Tec,N = 10000 (Combination of x-axis & y-axis eccentricity factors ) Smallest edge distance, ca,min = 4 00 in Ted,N = 0 9000 [Eq D-10 or D-11] `1'c,N = 14100 [Sec. D 5.2.61 `Ycp,N = 0 9969 [Eq D-12 or D-13] Nb = koq V c heft 5 = 7449 03 Ib [Eq D-7] kc = 17 [Sec. D 5.2.6] Ncbg = 11779 66 Ib [Eq D-5] � = 065 [D44] �Ncbg = 7656 78 Ib (for the anchor group) 6) Pullout Strength of Anchor in Tension [Sec. D.5.3] Pullout does not occur, and is therefore not applicable 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] Concrete side face blowout strength is only calculated for headed anchors in tension close to about:blank 7/25/2011 Page 4 of 8 an edge, cal < 0 4hef. Not applicable in this case. 8) Steel Strength of Anchor in Shear[Sec D.6.1] Vsa = 16840 00 Ib (for each individual anchor) [C-SAS-2009] = 060 [D44] Vsa = 10104 00 Ib (for each individual anchor) 9) Concrete Breakout Strength of Anchor Group in Shear [Sec D.6.2] Case 1 Anchor(s) closest to edge checked against sum of anchor shear loads at the edge In x-direction. Vcbx =Avcx/Avcox`1'ed,VTc,VVbx [Eq D-21] Cal = 40 00 in (adjusted for edges per D 6.2.4) Avcx = 720 00 in2 Avcox = 7200 00 in2 [Eq D-23] Ted,v = 0 7300 [Eq D-27 or D-28] `Yc,V = 14000 [Sec. D 6.2 7] Vbx = 7(le/do)0.2 q do 4 f c(cal)l 5 [Eq D-24] le = 486 in Vbx = 122065 88 Ib Vcbx = 12475 13 Ib [Eq D-221 � = 070 Wcbx = 8732.59 Ib (for a single anchor) In y-direction Vcbgy = Avcy/AvcoyTec,VTed,VTc,VVby [Eq D-22] Cal = 600 in Avcy = 162 00 in2 Avcoy = 162 00 in2 [Eq D-23] `1`ec,V= 10000 [Eq D-26] Ted,V = 0 8333 [Eq D-27 or D-28] To = 14000 [Sec. D 6.2.7] Vby = 7(le/do)0.2 q do q fc(cal)l 5 [Eq D-24] le = 486 in Vby = 709139 Ib about:blank 7/25/2011 Page 5 of 8 Vcbgy = 8273.28 Ib [Eq D-22] � = 070 Wcbgy = 5791 30 Ib (for the anchor group) Wcby = 2895 65 Ib (for a single anchor- divided Wcbgy by 2) Case 2 Anchor(s) furthest from edge checked against total shear load In x-direction. Vcbx =Avcx/Avcox'Yed,V`Yc,VVbx [Eq D-211 cal = 40 00 in (adjusted for edges per D 6.2.4) Avcx = 720 00 in2 Avcox = 7200 00 in2 [Eq D-23] `1'ed,V = 0 7300 [Eq D-27 or D-28] ` C,V = 14000 [Sec. D 6.2.7] Vbx = 7(le/do)0.2,.r do q fc(ca1)1 5 [Eq D-24] le = 486 in Y Vbx = 122065 88 Ib Vcbx = 12475 13 Ib [Eq D-22] � = 070 Wcbx = 8732.59 Ib (for a single anchor) In y-direction. Vcbgy =Avcy/AvcoyTec,VTed,V`Yc,VVby [Eq D-22] cal = 6 00 in Avcy = 162.00 in2 Avcoy = 162.00 in2 [Eq D-23] Tec,V= 1 0000 [Eq D-26] Ted,V = 0 8333 [Eq D-27 or D-28] `1'c,V = 14000 [Sec. D 6.2.7] Vby = 7(le/do)0.2 q do� fc(ca1)1.5 [Eq D-24] le = 486 in Vby = 709139 Ib Vcbgy = 8273.28 Ib [Eq D-22] � = 070 OVcbgy = 579130 Ib (for the entire anchor group) about:blank 7/25/2011 Page 6 of 8 Case 3 Anchor(s) closest to edge checked for parallel to edge condition Check anchors at cx1 edge Vcbx —Avc^cox'ped,V'pc,VVbx [Eq D-21] cal = 4 00 in Avcx = 72.00 in2 Avcox = 72.00 in2 [Eq D-23] Ted,v = 10000 [Sec. D 6.2 1(c)] Tc,V = 14000 [Sec. D 6.2.7] Vbx = 7(le/do)0.2q do. fc(ca1)1.5 [Eq D-24] 1e = 486in Vbx = 3860 06 Ib Vcbx = 5404 09 Ib [Eq D-22] Vcby = 2 *Vcbx [Sec. D 6.2.1(c)] Vcby = 10808 17 Ib � = 070 OVcby = 7565 72 Ib (for a single anchor) Check anchors at cy1 edge Vcbgy = Avcy/Avcoy`t'ec,VTed,vTc,VVby [Eq D-22] cal = 600 in Avcy = 162.00 in2 AvcOy = 162.00 in2 [Eq D-23] `Yec,V = 10000 [Eq D-26] `Yed,V = 10000 [Sec. D 6.2.1(c)] `Yc,V = 14000 [Sec. D 6.2 7] Vby = 7(le/do)0.2 4 do q f c(ca1)1.5 [Eq D-24] le = 486 in Vby = 709139 Ib Vcbgy = 9927 94 Ib [Eq D-22] Vcbgx = 2 *Vcbgy [Sec. D 6.2.1(c)] Vcbgx = 19855 88 Ib 0 = 070 about:blank 7/25/2011 Page 7 of 8 Vcbgx = 13899 12 Ib (for the anchor group) Check anchors at cx2 edge Vcbx = Avcx/Avcox`1'ed,VTc,VVbx [Eq D-21] cal = 40 00 in (adjusted for edges per D 6.2.4) Avcx = 720 00 in2 Avcox = 7200 00 in2 [Eq D-23] `Yed,V = 10000 [Eq D-27 or D-28] [Sec. D 6.2.1(c)] Tc,V = 14000 [Sec. D 6.2.7] Vbx = 7(le/do)0.2, doq fc(ca1)1.5 [Eq D-24] le = 486 in Vbx = 122065 88 Ib Vcbx = 17089.22 Ib [Eq D-22] Vcby = 2 *Vcbx [Sec. D 6.2 1(c)] Vcby = 34178 45 Ib � = 070 wcby = 23924 91 Ib (for a single anchor) Check anchors at cy2 edge Vcbgy =Avcy/AvcoyTec,VTed,VTc,VVby [Eq D-22] Cal = 600 in Avcy = 162.00 in2 Avcoy = 162.00 in2 [Eq D-23] Tec,V = 1 0000 [Eq D-26] Ted,v = 10000 [Sec. D 6.2.1(c)] Tc,V = 14000 [Sec. D 6.2.7] Vby = 7(le/do)0.2 q do q f c(ca1)1.5 [Eq D-24] le = 486 in Vby = 7091 39 Ib Vcbgy = 9927 94 Ib [Eq D-22] Vcbgx = 2 *Vcbgy [Sec. D 6.2 1(c)] Vcbgx = 19855 88 Ib � = 070 about:blank 7/25/2011 Page 8 of 8 OVcbgx = 13899 12 Ib (for the anchor group) 10) Concrete Pryout Strength of Anchor Group in Shear [Sec. D.6.3] Vcpg = kcpNcbg [Eq D-30] kcp = 2 [Sec. D 6 3 1] e'Vx = 0 00 in (Applied shear load eccentricity relative to anchor group c.g ) e'Vy = 0 00 in (Applied shear load eccentricity relative to anchor group c.g ) `Yec,Nx = 1 0000 [Eq D-9] (Calulated using applied shear load eccentricity) `Pec,Ny = 10000 [Eq D-9] (Calulated using applied shear load eccentricity) Tec,N' = 1 0000 (Combination of x-axis & y-axis eccentricity factors) Ncbg - (ANca/ANd(Tec,N'Tec,N)Ncbg Ncbg = 11779 66 Ib (from Section (5) of calculations) ANc = 180 00 int (from Section (5) of calculations) ANca = 180 00 int (considering all anchors) `1'ec,N = 10000 (from Section(5) of calculations) Ncbg = 11779 66 Ib (considering all anchors) Vcpg = 23559 32 Ib 0 = 070 [D44] OVcpg = 1649153 Ib (for the anchor group) 11) Check Demand/Capacity Ratios [Sec. D 7] Tension - Steel 0 0000 - Breakout 0 0000 - Pullout 0 0000 - Sideface Blowout N/A Shear - Steel 0 4575 - Breakout (case 1) 0 5294 - Breakout (case 2) 1 0588 - Breakout (case 3) 0 6652 - Pryout 0 5607 Interaction check: FAIL about:blank 7/25/2011 Page 1 of 7 Anchor Calculations Anchor Selector(Version 4.3.0.0) Job Name Date/Time 7/25/2011 2:41 30 PM 1) Input Calculation Method ACI 318 Appendix D For Uncracked Concrete Calculation Type Analysis a) Layout Anchor 1/2" Titen HD Number of Anchors 1 Embedment Depth 4 in Built-up Grout Pads No CA Cx2 vuay Cyt Muy $N U. en by2 bye uax bx1 bx2 Cyj 1 ANCHOR 'Nua IS POSITIVE FOR TENSION AND NEGATIVE FOR COMPRESSION. +INDICATES CENTER OF THE ANCHOR Anchor Layout Dimensions cX1 32 in cx2 32 in cy1 4 in cy2 8 in bx1 15 in bx2 15 in by1 15 in bye 15 in b) Base Material about:blank 7/25/2011 Page 2 of 7 Concrete Normal weight fc 3000 0 psi Cracked Concrete No `PC Y 140 Condition B tension and shear AFP 1657 5 psi Thickness, h 12 in Supplementary edge reinforcement No c) Factored Loads Load factor source ACI 318 Section 9.2 Nua 0l Vuax 0l Vuay -3000 lb Mux 0lb*ft Muy 0lb*ft ex 0 in e 0 in Moderate/high seismic risk or intermediate/high design category No Apply entire shear load at front row for breakout No d) Anchor Parameters From [C-SAS-2009] Anchor Model = THD50 do = 0 5 in Category = 1 hef= 2 99 in hmin = 6.25 in cac = 4 5 in cmin = 175 in smin = 3 in Ductile = No 2) Tension Force on Each Individual Anchor Anchor#1 Nual = 0 00 Ib Sum of Anchor Tension ENua = 0 00 Ib ax = 000 in ay = 000 in e'Nx = 0 00 in e'Ny = 0 00 in 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor- Anchor#1 Vual = 3000 00 lb (Vualx= 0 00 lb , Vualy = -3000 00 Ib ) Sum of Anchor Shear EVuax = 0 00 Ib, EVuay = -3000 00 Ib e'ux = 000 in about:blank 7/25/2011 Page 3 of 7 e'Vy = 000 in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = nAsefuta [Eq D-31 Number of anchors acting in tension, n = 0 Nsa = 20130 Ib (for a single anchor) [C-SAS-2009] � = 065 [D44] Nsa = 13084 50 lb (for a single anchor) 5) Concrete Breakout Strength of Anchor in Tension [Sec. D.5.21 Ncb =ANdANco`1'ed,N'Yc,N'Ycp,NNb [Eq D-4] Number of influencing edges = 1 hef= 2.99 in ANco = 80 46 int [Eq D-6] ANS = 76 11 int Smallest edge distance, ca,min = 4 00 in Ted,N = 0 9676 [Eq D-10 or D-11] Tc,N = 14100 [Sec. D 5.2.6] Tcp,N = 0 9967 [Eq D-12 or D-13] Nb = kc q f' c heft 5 = 4814 11 Ib [Eq D-7] kc = 17 [Sec. D 5.2.6] NO = 6191 87 Ib [Eq D-4] + = 065 [D44] +Nob = 4024 72 Ib (for a single anchor) 6) Pullout Strength of Anchor in Tension [Sec. D.5.3] Pullout does not occur, and is therefore not applicable 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] Concrete side face blowout strength is only calculated for headed anchors in tension close to an edge, ca, < 0 4hef. Not applicable in this case. 8) Steel Strength of Anchor in Shear [Sec D.6.1] Vsa = 7455 00 lb (for a single anchor) [C-SAS-2009] + = 060 [D44] + Vsa = 4473 00 Ib (for a single anchor) 9) Concrete Breakout Strength of Anchor in Shear [Sec D.6.2] about:blank 7/25/2011 Page 4 of 7 Case 1 Anchor checked against total shear load In x-direction. Vcbx =Avcx/Avcox'I'ed,V'1'c,VVbx [Eq D-21] Cal = 8 00 in (adjusted for edges per D 6.2.4) Avcx = 144 00 int Avcox = 288 00 int [Eq D-23] 'I'ed,V = 0 8000 [Eq D-27 or D-28] Tc,v = 14000 [Sec. D 6.2.7] Vbx = 7(le/do)0.2 q do q fc(ca1)1.5 [Eq D-24] 1e = 2.99in Vbx = 8772.41 Ib Vcbx = 4912 55 Ib [Eq D-21] 0 = 070 oVcbx = 3438 78 Ib (for a single anchor) In y-direction. Vcby = Avcy/AvcoyTed,VTc,VVby [Eq D-21] Cal = 400 in Avcy = 72.00 int Avcoy = 72.00 int [Eq D-23] Ted,v = 10000 [Eq D-27 or D-28] Tc,v= 14000 [Sec. D 6.2.7] Vby = 7(le/do)0.2 q do q fc(ca1)1.5 [Eq D-24] le = 2.99 in Vby = 310152 lb Vcby = 4342 12 Ib [Eq D-21] 0 = 070 OVcby = 3039 48 Ib (for a single anchor) Case 2. This case does not apply to single anchor layout Case 3 Anchor checked for parallel to edge condition Check anchors at cx1 edge Vcbx =Avcx/AvcoxTed,V'1'c,VVbx [Eq D-21] cal = 8 00 in (adjusted for edges per D 6.2.4) about:blank 7/25/2011 Page 5 of 7 Avcx = 144 00 int Avcox = 288 00 in2 [Eq D-23] Ted,v - 1 0000 [Sec. D 6.2.1(c)] Tc,v = 14000 [Sec. D 6.2 7] Vbx ' 7(le/do)0.2 q do q fc(ca1)1.5 [Eq D-24] le = 299 in Vbx = 8772.41 Ib Vcbx = 6140 69 lb [Eq D-211 Vcby = 2 *Vcbx [Sec. D 6.2 1(c)] Vcby = 12281 37 Ib � = 070 Vcby = 8596 96 Ib (for a single anchor) Check anchors at cy1 edge Vcby '-- Avcy/Avcoy`Ped,V`Yc,VVby [Eq D-21] cal = 4 00 in Avcy = 72 00 in2 Avcoy = 72.00 in2 [Eq D-23] Ted,v = 10000 [Sec. D 6.2 1(c)] `Pc,V = 14000 [Sec. D 6.2.7] Vby = 7(le/do)0.2, do, f c(ca 1)1.5 [Eq D-24] le = 2.99 in Vby = 3101 52 Ib Vcby =4342 12 Ib [Eq D-21] Vcbx = 2 *Vcby [Sec. D 6.2 1(c)] Vcbx = 8684.24 Ib � = 070 Vcbx = 6078 97 lb (for a single anchor) Check anchors at cx2 edge Vcbx = Avcx/Avcox`1'ed,VTc,VVbx [Eq D-21] cal = 8 00 in (adjusted for edges per D.6.2.4) Avcx = 144 00 in2 about:blank 7/25/2011 Page 6 of 7 Avcox = 288 00 in2 [Eq D-23] Ted,V = 1 0000 [Eq D-27 or D-28] [Sec. D 6.2.1(c)] `Pc,v = 14000 [Sec. D 6.2.7] Vbx = 7(le/do)0.2. doq fc(ca1)1.5 [Eq D-24] le = 2.99 in Vbx = 8772.41 Ib Vcbx = 6140 69 Ib [Eq D-21] Vcby = 2 *Vcbx [Sec. D 6.2 1(c)] Vcby = 1228137 Ib r = 070 Vcby = 8596 96 Ib (for a single anchor) Check anchors at cy2 edge Vcby = Avcy/Avcoy`I'ed,V`I'c,VVby [Eq D-21] Cal = 800 in Avcy = 288 00 in2 Avcoy = 288 00 in2 [Eq D-23] `Yed,v = 10000 [Sec. D 6.2 1(c)] Tc,v = 14000 [Sec. D 6.2.7] Vby = 7(le/do)0.2q doq fc(ca1)1.5 [Eq D-24] le = 2.99 in Vby = 8772.41 Ib Vcby = 1228137 Ib [Eq D-21] Vcbx = 2 *Vcby [Sec. D 6.2 1(c)] Vcbx = 24562.75 Ib � = 070 Vcbx = 17193.92 lb (for a single anchor) 10) Concrete Pryout Strength of Anchor in Shear [Sec. D.6.3] Vcp = kcpNcb [Eq D-291 kcp = 2 [Sec. D 6 3 1] Ncb = 619187 lb (from Section (5) of calculations) Vcp = 12383 75 Ib � = 070 [D441 about:blank 7/25/2011 Page 7 of 7 �Vcp = 8668 62 Ib (for a single anchor) 11) Check Demand/Capacity Ratios [Sec. D 7] Tension - Steel 0 0000 - Breakout 0 0000 - Pullout 0 0000 - Sideface Blowout N/A Shear - Steel 0 6707 - Breakout (case 1) 0 9870 - Breakout (case 2) N/A - Breakout (case 3) 0 3490 - Pryout 0 3461 T Max(0) <= 0.2 and V Max(0 99) <= 1 0 [Sec D 7.2] Interaction check: PASS Use 1/2" diameter Titen HD anchor(s) with 4 in. embedment about:blank 7/25/2011