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115 E Front St - Building
Nw y -Ib of CERTI U PAN ^w•-d,'.»n'.,"!'r+,��pr'e°e�e`p o'k''�z'°in�T..'a�- C Cit o{f: P et .A:n:gQw��. ©�:��' i�e� °... 1�J On• This cerziificate is issue rsuant to the rwuirements•' Neciion i I t e 6 lnternat'aonalBuilding, Code c&.tiBeing that a he ..Wissuance,.th.s struciure .was in cwtr Iiur;ce w the various ordinances of the Cit) regulatin z� t �1c tzDYi b'r �s;e f r the folloiuzn z �*��p '�t.. -`�ws;9`„”^ ... Business name The ltewa it -„1N; t` :,_'rk?brl n ara' L-k4txvwne.r Iallarn Transit) i�. mss a'dress'R k” t -" UR �„,� I�.'�� N�y,:,Ax`F tl� `r �Ynv1%n ♦\ Pro -,t 3F ClalIam T :ayR�;k,.„� Propertyoi��ner a"da.,4;" 830.1/U Lart�l�ud„ Pota�Iss;W 98363 Autofnatic fire sp "nkeystem Req`r�d .:; Use & occu ancY 6"' kation StoraJ..-, Building permit nu bI� ; 07=7q Type of construction. Occupant load. 7 - 06/16/09 Date Post on the premises in a conspicuous place. tificateldl t be removed except by the Building Official. 1 1 Nw y -Ib of �S PoR,T NGELES Community & Economic Development Department May 11, 2009 City of Port Angeles Dept. of Public Works & Utilities Mr Glenn Cutler PO Box 1150 Port Angeles, WA 98362 Gateway — West Parking Garage — 115 East Front Street Extension of Temporary Certificate of Occupancy — Building Permit 07-742. The Temporary Certificate of Occupancy (C of O) issued on March 10, 2009, for the west parking garage of the Gateway Transit Center, expired on April 10, 2009 During the temporary occupancy period (March 10 — April 10, 2009), remaining items from the January 282009, correction letter sent to Primo Construction were satisfactorily addressed with the exception of filing of a zoning lot covenant tying the .several lots that comprise the Center into one building site. Temporary occupancy is hereby extended to May 29, 2009 Temporary occupancy of the remaining components of the Center will expire on May 29, 2009 It is expected that the Gateway facility will have received full occupancy status by that date and a permanent C of O can be issued. Please don't hesitate to call if you have.any questions regarding this matter Nathan A. West, Director Community & Economic Development x4 rg..r .:fie yfi1�7, xa_ �fx fir. Phone 350417-4750 / Fax: 360-41,7-4711 Website www c,tyofpa.us / Email srnartgrowth@cityofpa.us 321 East Fifth Street P 0 Box 1150 / Port Angeles WA 98362-0217 P11ORTANIGELES WASHINGTON U SA City Manager's Office April 30 2009 Terry Weed, General Manager Clallam Transit System 830 W Lauridsen Boulevard Port Angeles, WA 98363 Dear Terry, o E C E WE D APR 3 01009 CITY OF PORT ANGELES Dept. of Community Development This letter serves to confirmersatio regarding the completion of The Gateway as well as the permanent opening of 6e west parking garage There are two major community events that are scheduled in the next six weeks in Port Angeles It is important that the wall repair in the pavilion area is completed, and that the west parking garage is open prior to these events First of all, the Juan de Fuca Festival is scheduled for the end of May and these facilities are needed for this event. Second, during the Hood Canal Bridge closure, the downtown area will be involved in the "Our Community at Work: Painting the Downtown Project' Once the bridge reopens in mid-June, it is very important that we have the fence removed from The Gateway and this facility is completely open to the public to further showcase the improvements in the downtown and our entire city In order to meet the schedules for these events, please work out any remaining issues that you have with Jack Heckman so that the west parking garage can be fully opened to the public no later than May 22 Opening of the pavilion and the east parking area will require the City to have the final design plans for the fix from your architect no later than May 4 to allow time for Primo Construction to complete the repairs prior to the Juan de Fuca Festival If your architect does not complete these -plans by May 4, it will be impossible for the repairs to be completed prior to the Memorial Day weekend. Please let me know if you have any questions. Thank you for your prompt attention to this matter ' Sincerely ` r ' 21— Kent Mye s ' City Ma a r 4. *? cc City Council `1 Nathan West, Community & Economic Development P Glenn Cutler Public Works & Utilities t➢ #r William Bloor Legal Department x' A 1 it 3 Phone 360-417-4500 /Fax. 360-417-4509 1` t" Website www cityofpa.us / Email citymanager@cityofpa us ;: .; 321 East Fifth Street P 0 Box 1150 / Port Angeles WA 98362-0217 PREPARED 3/28/08 9 04 25 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/28/08 ADDRESS 115 E FRONT ST SUBDIV TENANT NBR CLALLAM TRANSIT SYSTEM CONTRACTOR PRIMO CONSTRUCTION INC PHONE (360) 683 5447 OWNER CLALLAM TRANSIT SYSTEM PHONE PARCEL 06 30 00 0 7 0148 0000 APPL NUMBER 07 00000742 COMM NEW CONST --- - ----- - - -- - ---- - --- -- - PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 3/28/08 JLL PLUMBING ROUGH IN TIME 09 00 March 27 2008 10 24 56 AM 1pangrle ROLAND 461 1349 HOSE BIBBS MORNING COMMENTS AND NOTES PREPARED 3/27/09 8 46 54 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR PAT BARTHOLICK DATE 3/27/09 ADDRESS 115 E FRONT ST SUBDIV TENANT NBR PA INTL GATEWAY TRANS CTR CONTRACTOR PRIMO CONSTRUCTION INC PHONE (360) 683 5447 OWNER CLALLAM TRANSIT SYSTEM PHONE PARCEL 06 30 00 0 7 0148 0000 APPL NUMBER 08 00000894 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL99 01 3/17/09 JLL BLDG FINAL 3/17/09 DA March 13 2009 5 19 45 PM 1pangrle JACK HECKMAN 460 1073 BLDG FINAL SIGNS March 17 2009 4 23 32 PM jlierly signs are not installed at this time/jll BL99 02 3/27/09 PB BLDG FINAL March 26 2009 2 15 49 PM 1pangrle JACK 1073 FIN BLDG FINAL SIGNS _ COMMENTS AND NOTES March 18, 2008 Jim Lierly City of Port Angeles 321 East 5'b St Port Angeles, WA 98362 Re: International Gateway Transportation Canter Dear Jim. e x e i t e c h 2590 Willamette Drive NE Suite 101 Lacey WA 98516-1325 360.357 8289 Fax: 360.357 8225 This letter is to certify that reinforcing steel u place in the foundation and walls of the Port Angeles International Gateway Transportation Center west garage is in conformance with the project plans and specifications. Inspections were performed on a daily basis and corrections to steel placement made as they were encountered. Piles driven for the foundation were driven at locations indicated on the plans to depths and resistances approved by the geotechnical Engineer Pile records are available in the Port Angeles Exeltech offices. Respectfully Submitted, f lit EXELTECH CONSULTING, INC. ��* Q�'Se Miller PE Deputy Construction Engineer cc: Jim Mahlum, Project Manager, COPA Roger Horton, PE, Exeltech Consulting File Engineering Solutions for a Changing World PREPARED 3/18/09 8 26 56 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/18/09 ADDRESS 115 E FRONT ST SUBDIV TENANT NBR CLALLAM TRANSIT SYSTEM CONTRACTOR PRIMO CONSTRUCTION INC PHONE (360) 683 5447 OWNER CLALLAM TRANSIT SYSTEM PHONE PARCEL 06 30 00 0 7 0148 0000 APPL NUMBER 07 00000742 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL99 01 3/05/09 JLL BLDG FINAL 3/05/09 DA March 4 2009 9 09 07 AM 1pangrle ROLAND 461 1349 BLDG FINAL EMERGENCY LIGHTING EXIT SIGNAGE STRIPPING TURNAROUNDS March 17 2009 1 15 34 PM 1pangrle BL99 02 3/18/09 .JLL BLDG FINAL TIME 01 00 March 17 2009 1 20 37 PM 1pangrle INGO 417 3803 J {1hJ BLDG FINAL ( ESPECIALLY THE ADA PARKING ) AFTERNOON 1 PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 3/18/09 J MECHANICAL FINAL TIME 01 00 March 17 2009 1 25 43 PM 1pangrle INGO 417 3803 MECHANICAL FINAL AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 3/28/08 PB PLUMBING ROUGH IN TIME 09 00 3/28/08 AP March 27 2008 10 24 56 AM 1pangrle ROLAND 461 1349 HOSE BIBBS MORNING March 28 2008 3 41 48 PM pbarthol PL99 01 3/18/09 LL PLUMBING FINAL TIME 0 00 March 17 2009 1 26 21 PM 1pangrle INGO 417 3803 PLUMBING FINAL AFTERNOON COMMENTS AND NOTES PREPARED 3/17/09 8 22 49 CITY OF PORT ANGELES ADDRESS 115 E FRONT ST TENANT NBR PA INTL GATEWAY TRANS CTR CONTRACTOR PRIMO CONSTRUCTION INC OWNER CLALLAM TRANSIT SYSTEM PARCEL 06 30 00 0 7 0148 0000 APPL NUMBER 08 00000894 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRI TYP/SQ COMPLETED RESULT RESULT BL99 01 3/17/09 JLL BLDG F !_'N N March JACK H BLDG F INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV PHONE (360) 683 5447 PHONE PTION S/COMMENTS INAL 13 2009 5 19 45 PM 1pangrle ECKMAN 460 1073 INAL SIGNS COMMENTS AND NOTES PAGE 3 DATE 3/17/09 PORU NGELES FWASHINGTO N U SA Community &Economic Development Department March 10, 2009 Yu A;N Primo Construction A Jennifer Howell P 0 Box 296 Carlsborg, WA 98324 4f� !-" RE Gateway — West Parking Garage — 115 East Front Street Ilk ,, , '1 Temporary Certificate of Occupancy — Building Permit 07-742 Dear Jennifer- This letter will serve as notice that temnorary occu-pancv of the west parking garage of the Gateway development is hereby extended for 30 days per your letter dated February 27, 2009 The site has been inspected per your request, and Items 1, 2, and 5, identified in the January 28, 2009, correction letter, have been satisfactorily addressed. Temporary 411 occupancy is with the understanding that remaining Items 3 and 4 willalso be satisfactorily addressed no later than April 10, 2009 If you have any questions regarding this matter, please don't hesitate to contact either myself t or Director West. We will be working with the City's Public Works and Utilities personnel to address the two remaining items of concern as well Sincerely, Planning Manager I CC. Nathan West, Director DCED Glenn Cutler Director Public Works and Utilities Steve Sperr City Engineer Jim Mahlum, Engineer Public Works and Utilities is J'i Phone 360-417-4750 Fax 360-417-4711 Websit6 www cityofpa us / Email smartgrowth@cityofpa.us 321 East Fifth Street P 0 Box 1150 / Port Angeles WA 98362-0217 PREPARED 3/05/09 8 21 45 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY PAGE 1 DATE 3/05/09 ADDRESS 115 E FRONT ST SUBDIV TENANT NBR CLALLAM TRANSIT SYSTEM CONTRACTOR PRIMO CONSTRUCTION INC PHONE (360) 683 5447 OWNER CLALLAM TRANSIT SYSTEM PHONE PARCEL 06 30 00 0 7 0148 0000 APPL NUMBER 07 00000742 COMM NEW CONST PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL99 01 3/05/09 JLL BLDG FINAL March 4 2009 9 09 07 AM 1pangrle ROLAND 461 1349 BLDG FINAL EMERGENCY LIGHTING EXIT SIGNAGE STRIPPING TURNAROUNDS COMMENTS AND NOTES oo-, A-aA ki s ( ( S fh-c- Lr ��. 0 W D Commercial & Residential Building Concrete Excavation- - Utilities Custom Homes Sand &.GravelMAR - 9 2009 1 March 3, 2009 GIT c1oOeopme Dept.tCmmun Y Devlnt City of Port Angeles Attn. Nathan A. West P O 'Box 1150 Port•Angeles, WA 98362-0247 'RE Gateway Project- West -Parking. Garage Temporary Occupancy Dear Nathan. I would like to ask that you extend our Temporary Occupancy for an additional 30 day based. on the information.provided in my letter of February 27, 2009_, which I have, attached. F If•you have any questions,.please don't hesitate to'contaci.me a060 683.5447 ext. 5228 or 360 477 7851 mcerely; 0 UV , t Administrator Construction;,Inc. 970 Carlsborg Road Sequim, WA 98382 D l l II (360) 683-5447 • Fax (360) 683-6475 Cont-Lic.4 PRIMOCI133P7 7 COP Y 44 CONSTRUCTION,INC Commercial & Residential Building Concrete Excavation Utilities Custom Homes Sand & Gravel February 27, 2009 City of Port Angeles Attn. Nathan A. West P O Box 1150 Port Angeles, WA 98362-0217 RE. Gateway Project- West Parking Garage Temporary Occupancy Dear Nathan. This letter is to inform you that Primo Construction, Inc. has taken care of the following items, as requested in your letter of January 28, 2009- I The relocation of the exit signs in the South lower parking area. 2 The emergency lighting at the stairway located at the South lower end of the garage. 5 The turnaround has been delineated in such a way as to prevent parking in this area. As for the following items, it's Pnmo Construction, Inc. position that these are owner issues. We have performed our work per approved plans and specifications. 3 The second ADA van parking space- These were provided by the city 4 The stall size and spacing. If you have any questions, please don't hesitate to contract either Roland Ordona or myself. Sincerely, 7 Ptinifer Howell Project Administrator Primo Construction, Inc 970 Carlsborg Road Sequim, WA 98382 (36o) 683-5447 • Fax (36o) 683-6475 Cont. Lic. # PRIMOC1133137 r r. 'February 27, 2009 f y 1 . a Commercial & Residential Building Concrete- :Excavation Utilities Custom. Homes Sand & Gravel City of Port Angeles' Attn. Nathan A. West t P O Box 1150 Port -Angeles, WA 98362-0217 � l RE` Gateway :Project= West-Parking'Garage Temporary Occupancy D MAR -12009' CITY OF PQRT ANGELES Dept.. of Community Development Dear- Nathan. �. s •,� This, letter is, to inform -you that Primo'Construction,.Inc.has'taken care -of the following items, as requested in your.letter of:January 28, 2009 1 The relocation'of -the exit signs`,in the South.lower parking area. 2. The emergency -lighting at the stairway,located at the South lower'end"'of the- garage. 5 The turnaround :has been delineated-## such.a way'as•to prevent parking.in this area. ,As for the following rteins„ it's Primo Construction,, Inc posrtion,that these are owner issues. 'We'have performed our work .per approved -plans and, specifications. j The second. ADA. van parking .space These, were provided by the city 4 The.stall sizeand spacing. If`.you have any questions,,,please don't.hesitate. to contract either Roland Ordona or inysel£ Sincerely, Je fer Howell' ject Admuustrator Primo Construction; 'Inc 0 m 976 Carlsborg.,Road Sequim, WA 98382 (360).683-5447' • Fax�(36o) 683-6475` Cont.'Lic. # PRIMOCII'33P7 9 ki r t WASHINGTON, U S A. Community & Economic Development Department January 28, 2009 Primo Construction Jennifer Howell P 0 Box 296 Carlsborg, WA 98324 Re Gateway Project— West Parking Garage Temporary Certificate of Occupancy 115 East Front Street — Building Permit 07-742 Dear Jennifer - This letter will serve as notice that temporary occupancy of the west.parking garage of the Gateway is hereby given as of this date based, on theunderstanding that outstanding issues. k N noted by Building Inspector Jim Lierly on January 26, 2009, will be satisfactorily addressed ;a.tA within 30 days from this .date (February 28). Those issues are as follow •y� -�k,i 1 The location of the exit sign in the south lower parking area shall be corrected to be visible per the 2006 IBC Aa i�9 A 2. The emergency exit sign identifying the stairway location at the south lower end of V4, ithe garage shall be corrected per 2006 IBC X. 6n; 3 It is unclear where the second required ADA van parking space will be located. The "y Eth .. 4 location shall be identified verifying the parking space location. 4 The non ADA spaces do not meet the intent of the parking regulations as set forth in the Chapter 14 Port Angeles Municipal Code. Revised plans identifying required stall size ands spacing shall be submitted for approval. p g 5 The turnaround (hammer head) shall be delineated such that parking will not occur in „ the area designated for maneuvering. r� aV '' , %'" e Wit,, If you have any questions, please don't hesitate to contact either Building Inspector Jim Lierly or myself. t '"_ f r` R, Sincerely, ad. Nathan A. West, Director ' Community & Economic Development fi Cc: Glenn Cutler Public Works and Utilities Director Al Jim Mahlum, Public Works and Utilities Engineer Trent Peppard, Senior Electrical Inspector ;r. ` Phone 360-417-4750 / Fax 360-417-4711 Website wwwcityofpa.us/ Email smartgi.�wth@citycfpa.us 321 East Fifth Street PO Box 1150 /Port Anqeles CdA I"8362-0217 00 n�U b ,.,,.:d: .4n- niiiinii�mrt�r�unn�iiiiimnnniii�innni�`iiin� MOTORCYCLES r� SO 20 G` O 15 —;. 0 20—(, MOTORCYCLES IN, s.:.rh, .i+..:.. Lti+• •w 1: :�a-�_--ILlz > >s E Fyonf S 20—(, MOTORCYCLES IN, s.:.rh, .i+..:.. Lti+• •w 1: :�a-�_--ILlz > >s E Fyonf S F — — ____ — ____ ____ ____ — _.._ — ____ — 1— —. _— ____ — .—. ____ — — — — _.__ .._ ____ _.__ ._._ ____ — "w5 � ww 4� \M QMl c I i Ii I I y K I r_---____.__._..--._... s1 __,_ _ — — ._._ — .__ __ __._ . r /' 0 i I � I I i 3 I � I i — Lliill111ffflffl11111111i!'IllliiliiillllII:IIIP: IIIIIIIIIii. ----. -, i 1 0 r' I °"' CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION v 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation 08 00000894 Date 8/22/08 214432 115 E FRONT ST 06 30 00 0 7 0148 0000 PA INTL GATEWAY TRANS CTR SIGNS CENTRAL BUSINESS DISTRICT 5000 Application desc 5 SIGNS 3@12SF F/S 2 WALL -MOUNTED 12SF & 7 3SF Owner Contractor CLALLAM TRANSIT SYSTEM PRIMO CONSTRUCTION INC 830 LAURIDSEN BLVD PO BOX 296 PORT ANGELES WA 98363 CARLSBORG WA 98324 (360) 683 5447 Permit SIGN Additional desc 5 SIGNS 55 3 SF TOTAL Permit pin number 130732 Permit Fee 235 00 Plan Check Fee 00 Issue Date 8/22/08 Valuation 5000 Expiration Date 2/18/09 Qty Unit Charge Per 5 00 47 0000 PER S SIGN LESS THAN 25 SF Fee summary Charged Paid Credited Permit Fee Total 235 00 235 00 00 Pian Check Total 00 00 00 Grand Total 235 00 235 00 00 Extension 235 00 Due 00 00 00 03, 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 �— )a o Y �Rt �C— t Ee(c.rc� Date Print Name Signatuk of Contrac r orAuthorized Agent Signature of Owner (if owner is builder) T.Forms/Building Division/Building Permit (05/13/08).wpd \ / BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS CALL 417-4807 FOR PUBLIC WORKS UTILITIES CALL 417-4886 FOR BACKFLOW PREVENTION INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT AND APPROVED PLANS AT THE JOB SITE. INSPECTION TYPEI DATE I ACCEPTED COMMENTS YES ( NO FOUNDATION: FOOTINGS SHEAR WALLS / WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR/SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT N's PARKING/LIGHTING LANDSCAPING RESIDENTIAL 1 FINAL I FINAL SEPA. ESA, SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO I COMMERCIAL ELECTRICAL LIGHT DEPT 417-4735 CONSTRUCTION R.W / PW/ ENGINEERING 417-4807 FIRE 417-4653 PLANNING DEPT 417-4750 BUILDING 417-4815 T r. dm 46h n— n/Ri Irli Permil (05/13/08).wod ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW / ENGINEERING FIRE DEPT PLANNING DEPT BUILDING DATE DATE DATE ACCEPTED BY. ACCEPTED BY. ACCEPTED YES NO p 5w, os I— Heckman Motors Inc. Port Angeles International Gateway Transportation Center Parking Detail West Parking Garage: Heckman Motors Inc to provide the following signage 1 Sign #1 48"x36" "Pay Station"sign, lower level, inside garage on northwest comer just inside curb bolt -down mounted to floor on project provided bolt -studs. 2. Sign 92 48"x36' "Pay Station" sign, lower level, southeast side of garage to right of stairwell bolted to masonry wall. 3 Sign #3 48"06" "Pay Station" sign, upper level, northeast side of garage to left of stairwell bolt -down mounted to floor on project provided bolt studs 4 Sign #4 48"06" "Pay Station" sign upper level, southwest side of garage just left of outside entrance bolt -down mounted to floor on project. Free-standing sign -mounting detail provided on (Exhibit Q All "Pay Station" locations have been approved and ground bolts will be provided per Tom at Exel-Tech. Sign locations provided on (Exhibit D) East Parking Pavilion. 1 Sign #5 22"x48" "Permit Parking" sign bolted to masonry on east side of elevator housing, right of elevator door, above light. (Exhibit D) CITY OF PORT ANGELES — Constnrction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this jurisdiction. (SECTIO ldirig Code)— Approval Date % " 12 August 2008 Heckman Motors INC Attn Jack Heckman 830 W Lauridson Blvd Port Angeles WA 98362 Subject: Engineering for Sign Posts @ Gateway Transportation Dear Ms Heckman 1401 West 7th Street Port Angeles, Washington 98363 Office (360) 452 2098 Fax (360) 417-2098 E-mail. ungerpe@msn.com Center Enclosed please find the engineering for sign post connection to the concrete at, the Gateway Transportation Center I initially found that the original anchor bolts that are 1/2 inch in diameter and the 3/8 plate are not sufficient to hold the sign gn I tried several configurations to see the scope of the potential solutions to the base plate of the sign The section you have called out using the HSS4'x4'x1 /4 steel post will work fine for the sign It is the base plate that has to be adjusted to meet the loading requirements at each position Sign position #1 is located on a slab on grade which can be installed two ways The solution I show is to install Y2 epoxy anchors at 28 0 c.e w in the slab and install. a 31 square 1/2 plate over them that the sign post is connected to This is shown on page 12 The alternate would be to saw cut a 16' square hole, dig it out 16 inches deep and, to the same plate and footing as shown for sign #4 This is shown on page 15 Sign position #2 is mounted on a wall This is not affected by wind so Y2 anchors near the corners of the sign drilled into the concrete wall will easily Meet the load requirements The alternate to this would be to use the original design using the HSS4'x4'x1/4 post with (4)'/2 AB at -6 o c using the 3/8'x8 square plate at the P/14t bottom of the post. The concrete wall and slab in this location does not:have any structural significance like that of the upper level floor Therefore the allowable use of epoxy anchors in the wall or the slab becomes the easiest solution Sign position #3 is the most difficult to make work. The existing anchor inserts are to close to the curb to use a conventional base plate I have shown a solution on pages 13 and 14 that will allow the existing Y2 inserts to work. This uses an offset base plate that has an upper leg to the east that rests on the curb This reinforces the post when it is forced easterly by a west wind or earthquake The curb only rests, on the slab so we are not able to rely on shear loads The pressure must be vertical which this plate and brace creates This plate will need some grout under it to assure the appropriate loading of the curb Sign position #4 is straight forward in that the concrete is not poured next to the sidewalk and pavers on Front Street. By constructing a 16 inch wide by 16 inch deep footing for at least 2 feet along the parking curb, with 3/4"x12' AB at 12' o c e W a 1 plate can be installed with the sign post attached 08041 B1 As you can see the solutions are quite different for each location I believe that those are the most practical solutions for each, location If you would like some further refinements please let me know I am also enclosing an invoice for this work. Thank you for Using Gene Unger Engineering -INC on this project. Sincerely* Gene H Unger, PE Inc. Engineering Invoice 0804181 2 T. i //.6 e + pri — 5;1" ', A C, - /y,, W,, 3,D Ad,t- 7 3; Fro 4d.,Y, WA- T 9 3 "IF z ey S—Z,, el 18 � _V !A SAZA! 7 W, ,/ " re, 9 7- — 2979 P ; z - 0 �, ", 7-2 +.:, -,, plea 0, '7 P/0 wee 4"t, u 9 )1 -5- 4-� 471 ,t 14 WO 7Z�e 7,!r 7-$V 6le -s- -51 CWw v -e 7 eel 1 A4nM4!r„rc�! t171 o� la df DI fe x wxle �N i' 1 u r� 4 7 VA y i -? I J,i 17 f( I It It'd q 5Qjq&cTv 6C - c 4f S2- 4 19 vv"r 1+ T.Qvc:- �oi Gl�r fw7o e' -, 7t rt * 1� a 3?b6707 �1 o� - 0 yx = f"5 1q,1'�����e5 f I,q 1 co R rt ce year Ak. 3to /'�DYNc.Qtif/ id is re o r �'T 66 9(--� k7 14(9 '&18 118 o� ca 4-/ lZ J?a2by 4t-kiG +? 4 Y y /vt �g `1r r' Cpi,�v-e t� «J�,.1114 b -e o(m e 5 T ,q 3%d 1 rbcs �r) 7- %rte z yri All e:r_te /4u/ f dg a i z Elr � 1 f O i m1 V,4pcur C�a Durr f1 rtm !p r� �o i I 'LI P/ry �!3 %2rpo.� y a tie p fiS mr 7 — 300 .5'"7G = 76G9C111, r 3 o0 ,1 3, 9 i � py t i r O , —r- 6 ,q r o � � r- Ho,,Lt,! (lN f Al,,Xi—&— (d e!�K r 7 ® Std ��cs Af IX raw �{ r 11d7:;j7 /z 3 n Vr 14 , 2, // 41, A m F fa V U'U e-xiAk6iT Lim Noun I 3NYI SnOIT , I Loin I , a�- ? 111111 IIIII I I 1111111 111ii � ii - 08/07/2008 11 19 3604521460 NC Threaded Inserts For Suspending, Connecting and Anchoring to Concrete P-86 Star Insert The Dayton Superior P-86 Star Insertsm are preci- sion die-cast of zinc alloy and have excellent resistance to ntmospharlc conditions. These Inserts are partioafarly suited for use In precast concrete elempnts and can be quickly secured to the form with an appropriately sized NO bolt. The Star Insert can also be nailed to the form utilizing the P-87 Star Adapter Plug. h -a6 Star Inserts are excellent Inserts for securing machinery and equipment for suspending piping and supporting railing/poles. Two different types of inserts are available: Standard — Insert has a closed bottom to prevent concrete from entering the Insert Open Bottom — Threads run the full depth of the insert. BUDGET RENT A CAR 41-7 --,). v'7 e A P-86 Star Insert® Safe working load provides an approxlmato factor of safFty of approximately 3 to 1 in 3,500 psi normal vw4ght concrete. PAGE 01/01 1�J� DAWOM SUPERIOR S0laity: (1) tjtitiiity,.(2j,11�P7tgl ("�j.iilerf'6yf1�. ��atril�I+�: P-67 Wood — � Form y T Nall or RpR Screw P-86 Form Installation Using P-87 Adapter Plug +Form eel p$& P-86 Form Installation Using Boit 114 07/07 it ��ti 5f5tle ' P10T Iii ri' ifefff if" : i�rid'TFtil'�11dit _ r:flt�lw . Standard 10-24NC : ;111Mt.• : :i��J`t h'r ,� w .. edit '. ifliiiitititl Ttit�it6 iii�tit� _ , fi#rlf9ltllt't• 10 in.lb8- 235 lbs. 7/18' 11/10" I., pt„5T : igd3ttl iJA° tit ;:: i4l0' '12 IhAlbil! : 'i60 666. '1311tr P94T Standard 318” —10 NO 1 100 in. lbs. 1 125 lbs. 7/8" I w r,...5feft8gid,,. W. It #fib : j;$" ; ,i Wits: si. 1,3Cit� 1l� 7/9" P35r Standard 1!>" —13 NC 1 1/2" 19 , R. 1.5W lbs. 1 1/4" I' �'�T:. z {{ . 'w�ttkfdht' rt �'i2"— 7'3 $S�.:....,-s's?/� . ; ' ,'!�'•ft: I�i� �J�iO iL3tir 1-'.31$" P45T Standard 5W-11 NO 1-11/16" 44 ft, lbs, 1,200 tbs. 1-3Z prid't'.. ,• S't�itfHdrd,. � '619"-! 11 httr '':�-7%8�_.• r4dli:lkf�;• .x;67 tb>3. ,1=�/'IB" PS5T Standard 3(4"— 10 NC 1-11M 8" 58 fr. lbs. 2,276 tba. 1.8/16" p6 decd -W7 1b'.trl6 :, �' . 58ft:.lbs? :4,55tl 66, 1* -WV I P25TOB open eattom 318' — 16 NO 1-3/a" too in. ibs. 1,300 lbs. 7/8' Safe working load provides an approxlmato factor of safFty of approximately 3 to 1 in 3,500 psi normal vw4ght concrete. PAGE 01/01 1�J� DAWOM SUPERIOR S0laity: (1) tjtitiiity,.(2j,11�P7tgl ("�j.iilerf'6yf1�. ��atril�I+�: P-67 Wood — � Form y T Nall or RpR Screw P-86 Form Installation Using P-87 Adapter Plug +Form eel p$& P-86 Form Installation Using Boit 114 07/07 It 0� Q°RTAry SIGN PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417-4815 fax (360) 417-4711 Applicant or Agent Property Owner Property Owner's Address LJ La,je-,ose�J BL,Ja Contractor/Engineer Contractor/Engineer's Address License # Project Address Business Name Parcel Number For City Use Only - Date Received Permit # Date Approved Phone 4(,0 - /0.73 Phone 4s-2--i-T( I Phone �r�-ssso Expires i`?D4i A..�G�r/t iN r wrno.��L Gtr9_1J -V ?+2�,+SPce�.�or-/ r r, o "* ,c S / 6✓G 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. Sian Tvpe & Brief Description. (Type, location, sq ft.) Sign #1 fLJy4iwvv t." VIh/ 44Wd LCVe1-r wes7-614-� qff "l K 36 Sign #2 _ llLoo, iPxj +ti*rc,e, LAWax-, wl%-r &VAee Lff "X ib Sign #3 " 9 A{..J�/NI.JJ.h .I�wlO{�«�� I�i� Vi�G4 l�Nc'Ll..fefc fix: cl.F 1K'3(. Sign #4 f}w �.�,.�.j rL-�op«� 54x1 i4t`�— �,► ,— tt,eonct=' �F�`'x 3t� `1 S16� � ` (tLcivL�lNvM /r-IcQlb , t��S l ��oE ELI � "-tL-*Y OF t,0V%_ � Z,2� �c q j !f Totals (Unit charaes Sign(s) Unit Charae Quantitv multiplied by auantities) Tvpe of Sian Valuation $ $47 00 x _ $ a 7,5— All signs less than 25 sq. ft. # S_OoO $85 00 x = $ Wall or marquees, over 25 sq. ft. $115 00 x = $ Freestanding and projecting, over 25 sq ft. GRAND TOTAL Make Checks Payable to City of Port Angeles $ Credit Cards (Except American Express) are accepted Existing sign(s) area sq. ft. + Proposed sign(s) area sq. ft. = Total sign(s) area sq ft. Building fagade area (height X width) sq ft. Maximum allowed sign area sq ft. 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 "7240 8' Print Name =TA T:Forms/Building Division'Sign Permit Application.doc i 0-`POR7q^, SIGN PERMIT APPLICATION ` Print in ink - - Fly t. z s -Q 1 -,- SI n #2 Sign - ''�s�■- CITY OF PORT ANGELES Attn Building Permit Technician For City Use Only ALJw.INJ .JoA�2cb u,P -, Leti�; ��5� 6-4-lkv�cn: -L& V3?. Date Received 7---Z. Sign #4 g 321- E Fifth St. Port Angeles WA 98362 (360) 417-4815 fax (360) 417-4711 Permit # Date Approved Applicant or Agent —��cic� rlo-oaS i�c Pone -73 Property Owner JL4 Phone 4s2 - -*s-( 1 Property Owner's Address g 3o W z1oetose-vJ BL,J':N Contractor/Engineer p2,,"NQ Phone r.)L-S7J o Contractor/Engineer's Address License # Expires l i t3 F- . Fvr5 h-� S+ Project Address '�aa� , �s ,N c ,r,o � U�( wr�Y T ,-+sAaeTs o� t' i — Business Name qacC to a- s Parcel Number Lot Zoning Submit an 8 % "x 11 "site plan & three sets of plans that include. ■ Type of sign .(wm all-ounted 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. Sign Tvpe & Brief Description. (Type, location, sq. ft.) Sign #1 �-.►yK,�.,v,� f �c�c - A/VV 44Wd.w9%-�r, Wes -1- 'W' ), if " - - Fly t. z s -Q 1 -,- SI n #2 Sign - iii av-Loo eL- Weisz " w0r«--rAa,NT► 129Q �- Sign #3 ALJw.INJ .JoA�2cb u,P -, Leti�; ��5� 6-4-lkv�cn: -L& V3?. FIS 12. sQ PT - Sign #4 g �}w.�.t,w�„�► ,rk-•o���� ' st►I'"G'ec,. u�r����grtae- 4&"V?b ' F/$ / I. SQ FT - Sian! E1s i S%aE ELZVt v(,'. ?-Qwi 5F bJQCC 2-2 x y 1 t tW+si ; tQ f Totals (Unit charges CValuation�$ n(s) Unit Charge Quantitv multiplied by quantities) Tvpe of Siqn $47 00 x S = $ D- 3S— All signs less than 25 sq# 5",000 $85 00 x = $ Wall or marquees, over 25 sq / $115 00 x = $ Freestanding and projecting, over 2-5-19q . GRAND TOTAL Make Checks Payable to City of Port Angeles $ Credit Cards (Except American Express) are accepted Existing sign(s) area -�� sq. ft. + Proposed sign(s) area 55 3 sq ft Total sign(s)Qarea +-55,3 sq. ft. Most- signs am ins��e, e-xW+-one r -/:S si�nA wa s 0 e ��_' Building fagade area (heightX width) sq ft. go J Maximum allowed sign area sq. ft. 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 '7(A+/o 9- Print Name (4,z T Forms/Build,ng Divisior-'Sign Permit Application.doc WP91v& �t� sl(vu - s P,y S71 -t -r -I OIJ -- 0 sQa,� -1-v arc 0 41 W,oc CMOs S - d d — — — as ►rmn _�• I •I� I I I �I� I ��I I� LammI II I II II I I I I I .........................:: uu I �±I L—.—J L J n a u eee£ \ um site ' 6�6N it (J>wc'Q t.earet. SIGv i3 Z Lo w Z4. t.eJ2 L A 4- u re e4L EAST PARKING ONLY ELEVATOR WALL N PERMIT PARKING PURCHASE MONTHLY PARKING PERMITS FROM. BUDGET RENT -A -CAR 1 i I EAST FRONT STREET PORT ANGELES, WA 98362 364.452-4774 TERMS & CONDITIONS II 1 1111 1111 411 .11 1 1.11 Al III 14 Al Ills 111111 A III 1 II A . I I I, it .1 I 11d, CAREFULLY READ THESE TERMS PRIOR TO PARKING. BY PARKING ON THIS LOT YOU ARE ENTERING INTO A CONTRACT WITH THE PARKING LOT OPERATOR. BY PARKING YOUR VEHICLE ON THIS PARKING LOT YOU SIGNIFY THAT - (1) YOU ACCEPT AND AGREE TO ALL POSTED TERMS, O CONDITIONS AND REQUIREMENTS FOR PARKING. 1 (2) YOU AGREE TO PAY ALL APPLICABLE FEES, CHARGES d' AND PENALTIES, INCLUDING THOSE LISTED BELOW AND (3) YOU UNDERSTAND THAT THIS CONTRACT MAY AFFECT YOUR LEGAL RIGHTS. DO NOT PARK YOUR VEHICLE ON THIS LOT IF YOU DO NOT AGREE TO THESE CONTRACT TERMS. ALL POSTED PARKING FEES MUST BE PAID IN ADVANCE. IF YOU (1) FAIL TO PAY THE POSTED PARKING FEE IN ADVANCE, (2) EXCEED THE POSTED TIME LIMIT FOR PARKING YOUR VEHICLE, OR (3) IMPROPERLY PARK YOUR VEHICLE IN ANY MANNER, YOU AGREE THAT THE PARKING LOT OPERATOR MAY IMPOUNDIIMMOBIf -17P. YOUR VEHICLE. YOU FURTHER AGREE THAT THE PARKING LOT OPERATOR MAY ASSESS THE 'PARKING PENALTY' FEES LISTED BELOW, AND THAT IF YOU FAIL TO PAY ANY ASSESSED FEE OR CHARGE WITHIN 15 DAYS YOU WILL BE REQUIRED TO PAY AN ADDITIONAL 'LATE PAYMENT CHARGE' OF $25.00. THE PARKING LOT OPERATOR RESERVES THE RIGHT TO REFER UNPAID ACCOUNTS FOR COLLECTION. i PARKING PENALTY FEES: NO ADVANCE PAYMENT $15.00 (IF PAID WITHIN 15 DAYS) OVERTIME $15.00 (IF PAID WITHIN 15 DAYS) (EXCEEDING POSTED TIME LIMIT) IMPROPERJINSUFFICIPNPPAYMENT $15.00 (IF PAID WITHIN 15 DAYS) IMPROPERLY PARKED VEHICLE $15.00 (IF PAID WITHP.Y 15 DAYS) UNAUTHORIZED VEHICLE $15.00 (IF PAID WffMN 15 DAYS) LATE PAYMENT CHARGE $25.00 (IF PAID WITHIN 15 DAYS) TOTAL CHARGE $40.00 (IF PAID WII LEN 15 DAYS) Fir 22° x 48" METAL SIGN BACKGROUND - ANODIZED ALUMINUM TEXT - BLACK TEXT FONT - TIMES NEW ROMAN LLEST GARAGE AT PAY STATIONS PAY HERE 1 PER DAY TAX INCLUDED PARKING RULES p PAYMENT IS BY CALENDAR DAY EACH DAY ENDS AT MIDNIGHT IE. PARK TODAY RETURN ANYTIME TOMORROW BEFORE MIDNIGHT PAY FOR 2 DAYS WRITE SPACE NUMBER, DAY IN AND DAY OUT ON ENVELOPE. PUT MONEY IN ENVELOPE AND PLACE IN DROP BOX. UNPAID CARS IMPOUNDED NOT RESPONSIBLE FOR LOSS DUE TO FIRE, COLLISION THEFT OR OTHER CAUSES TO VEHICLE OR CONTENTS 48" x 36" METAL SIGN BACKGROUND - WHITE TEXT - BLACK TEXT FONT - TIMES NEW ROMAN TERMS & CONDITIONS Iln a .ul i . it , Luis ., lul 1 .111 11 Wi g Edi lli,l II I CAREFULLY READ THESE TERMS PRIOR TO PARKING. BY PARKING ON THIS LOT YOU ARE ENTERING INTO A CONTRACT WITH THE PARKING LOT OPERATOR. BY PARKING YOUR VEHICLE ON THIS PARKING LOT YOU SIGNIFY THAT (1) YOU ACCEPT AND AGREE TO ALL POSTED TERMS, CONDITIONS AND REQUIREMENTS FOR PARKING, (2) YOU AGREE TO PAY ALL APPLICABLE FEES, CHARGES AND PENALTIES, INCLUDING THOSE LISTED BELOW AND (3) YOU UNDERSTAND THAT THIS CONTRACI'G MAY AFFECT YOUR LEGAL RIGHTS. DO NOT PARK YOUR VEHICLE ON THIS LOT IF YOU DO NOT AGREE TO THESE CONTRACT TERMS. ALL POSTED PARKING FEES MUST BE PAID IN ADVANCE IF YOU (1) FAIL TO PAY THE POSTED PARKING FEE IN ADVANCE, (2) EXCEED THE POSTED TIME LIMIT FOR PARKING YOUR VEHICLE, OR (3) IMPROPERLY PARK YOUR VEHICLE IN ANY MANNER, YOU AGREE THAT THE PARKING LOT OPERATOR MAY IMPOUNDAM MOBTI YOUR VEHICLE. YOU FURTHER AGREE THAT THE PARKING LOT OPERATOR MAY ASSESS THE 'PARKING PENALTY' FEES LISTED BELOW AND THAT IF YOU FAIL TO PAY ANY ASSESSED FEE OR CHARGE WITHIN 15 DAYS YOU WILL BE REQUIRED TO PAY AN ADDITIONAL 'LATE PAYMENT CHARGE' OF $25.00. THE PARKING LOT OPERATOR RESERVES THE RIGI4T TO REFER UNPAID ACCOUNTS FOR COLLECTION. PARKING PENALTY FEES: NO ADVANCE PAYMENT $15.00 (IF PAID WITHIN 15 DAYS) OVERTIME $15.00 (IF PAID WITHIN 15 DAYS) (EXCEEDING POSTED TIME LIMM IMPROPERIENSUFFICIINP PAYMENT $15.00 (IF PAID WITHIN 15 DAYS) IMPROPERLY PARKED VEHICLE $15.00 (IF PAID WITHIN 15 DAYS) UNAUTHORIZED VEHICLE $15.00 (1F PAID WITHIN 15 DAYS) LATE PAYMENT CHARGE $25.00 (IF PAID WITHIN 15 DAYS) TOTAL CHARGE $40.00 (IF PAID WITHIN 15 DAYS) BUDGET RENT A -CAR I I I EAST FRONT STREET PORT ANGELES WA 98362 360-452-4774 CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT .:.:...... 321 East 5' Street, Port Angeles, WA 98362 Application Number 08 00000219 Date 2/28/08 Application pin number 796656 Property Address 115 E FRONT ST ASSESSOR PARCEL NUMBER 06 30 00 0 7 0148 0.000 Tenant nbr name GATEWAY WEST PKNG GARAGE Application type description FIRE ALARM SYSTEM Subdivision Name Property Use Property Zoning UNKNOWN Application valuation 2000 Application desc ELECTRONIC FIRE ALARM (PROGRAM ONLY) Owner Contractor CLALLAM TRANSIT SYSTEM COSCO FIRE PROTECTION INC 830 LAURIDSEN BLVD 15000 WOODINVILLE/REDMOND RD PORT ANGELES WA 98363 N E SUITE B 800 WOODINVILLE WA 98072 (800) 422 2031 Permit FIRE ALARM SYSTEM Additional desc ELECTRONIC FIRE ALARM Permit pin number - 121400' Permit Fee 150 00 Plan Check Fee 00 Issue Date 2/28/08 Valuation 2000 Expiration Date 8/26/08 Qty Unit Charge Per Extension 1 00 100 0000 ECH FIRE INSPECTION & ,TESTING 100 00 '1 `00 50 0000 ECH FIRE ALARM` PLAN REVIEW 50 00 Special Notes and Comments February 25 2008 5 02 36 PM kdubuc i No notification devices required on top floor (as -per phone discussion with Cosco) The following comments apply to iii systems 1). All -systems shall be—installed per NFPA 72 2) A final field acceptance test,will be conducted before final approval The field acceptance test will be a test of ALL system components 3) Owner is responsible for,,.all,ongoing inspection testing and maintenance required per the current edition of the International Fire..Code: Fee summary Charged Paid Credited Due Permit Fee Total 150 00 150 00 00 00 Plan Check Total 00 00 00 00 Grand Total 150 00 150 00 00 00 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 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 recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified_ in the permit. 6& ,L Signature of Contractor or Authorized..Agent...:., Date Signature of Owner (if Owner is builder) Date _. 0 FIRE PERMIT INSPECTION RECORD pQ Call 360-417-4655 for fire inspections. Please provide a minimum 24-hour notice It is unlawful to cover, insulateN 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 Passed I _ Comments FIRE SPRINKLER Underground piping hydrostatically tested 1 Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection/pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable/combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final 1 GENERAL COMMENTS 1 Completed by Contractor - Test #1 Piping pressure test psi Time initiated Test #2 Piping pressure test psi Time initiated 2/15/00 City Permit # 08-219 PORT ANGELES FIRE DEPARTMENT FIRE ALARM SYSTEM PLAN REVIEW Project Name Gateway West Parking Garage Address 115 East Front Plan # 08-02 I Installer• Cosco I Date 2.25.2008 We have checked this plan and find that it conforms to the requirements of our codes and ordinances, with the following comments No notification devices required on top floor (as per phone discussion with Cosco). The following comments apply to all systems 1 All systems shall be installed per NFPA 72. 2 A final field acceptance test will be conducted before final approval. The field acceptance test will be a test of ALL system components 3 Owner is responsible for all ongoing inspection, testing and maintenance required per the current edition of the International Fire Code NOTE Prior to the issuance of a Certificate of Occupancy compliance with the above conditions must be met. Reviewed by- Q Date a as 2008 ® Building Department Copy ❑ Contractor/ Owner Copy ❑ Fire Department Copy ❑ Light Department 0 DATE Z 22 --f)g FIRE DEPARTMENT ❑ PLANNING DEPARTMENT ❑ PUBLIC WORKS/ENGINEERING DIVISION ❑ LIGHT DIVISION ❑ ENERGY ❑ ENGINEERING ❑ POLICE DEPARTMENT ❑ ADMINISTRATION ❑ CITY CLERK ❑ RISK MANAGEMENT FROM. PUBLIC WORKSBUILDING DIVISION RE ADDRESS it 5 (_ F' o VA- NAME/CONTACT NAME/CONTACT W Ak�� S PHONE q�-7- 3305 (2)6r PERMIT NUMBER. OS -2-19 �- .S+ I- 8�-qu-2031 PROJECT DESCRIPTION E I R A rm ( Pvz, r -6.m V V e- S+' 0.Y` P, V1 C� G I/)7 e �J 4 NEW CONSTRUCTION ❑ ADDITION/ALTERNATION COMMENTS/CONDITIONS REVIEW/RETURN ❑ FILE ?AVD 68-62. BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician For City Use Only - 321 E. Fifth St. Port Angeles WA 98362 Date Received 2—ZZZQS (360) 417-4815 fax (360) 417-4711 Permit # U 19 Date Approved Applicant or Agent c�U.t-� Wb4vL.� Phone Property Owner-� J �r� Phone Property Owner's Address -� g�d,�l � �—��( P�g Contractor/Engineer f -o s C-0 u -e t—v e , cm /Phone Contractor/Engineer's Address /,&-0 00odtw V t Re License # .0-0150-0 rP-00 —`;yj Expires PROJECT ADDRESS 115 F_ evil- S -f -- Parcel Number y a 0 - -"?031 KcL AW sc-i4,e y3 - goa Lot Zoning Proiect Type & Brief Description. ❑ Residential mmercial ❑ Multi -family ❑ Industrial Check all that apply w Construction el"o Addition ❑ Remodel ❑ Repair I„Je, f; — ❑ Re -roof ❑ Demolition ❑ Sign ❑ wall -mounted ❑ projecting ❑ freestanding ❑ awning ❑ other Total sign area sq ft. Maximum allowed sign area sq ft. ❑ Heat System ❑ Heat pump ❑ wood -burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existing (sq. ft. Proposed (sq. ft.) Basement 1 s' Floor 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures Max height of proposed structures Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? per sq ft. = $ TOTAL VALUATION $ ? 4 O ©, eD sq ft. - Lot size ft. Occupancy group Occupant load Construction type sq ft. = Lot coverage % # of bedrooms # of full baths # of half baths /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, :an;d�to�obt permits prior to wo projects. Dated -,'At -O int Name�,T�// JJ naturg y T Forms/Building Division/Bldg Permit Appl. 2006 Code.doc 0 poRi,�y CITY .OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST STH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner CLALLAM TRANSIT SYSTEM 830 LAURIDSEN BLVD PORT ANGELES WA 98363 Other struct info 07 00000742 Date 2/05/08 903388 115 E FRONT ST 06 30 00 0 7 0148 0000 CLALLAM TRANSIT SYSTEM COMM NEW CONST UNKNOWN 1800000 Contractor PRIMO CONSTRUCTION INC PO BOX 296 CARLSBORG WA SEQUIM WA 98382 (360) 683 5447 HARD SURFACE AREA Permit PUBLIC WORKS COMM WATER SERV Additional desc 1 1/2 STRAIGHT READER DROP IN Permit pin number 112664 Permit Fee 300 00 Plan Check Fee 00 Issue Date 2/05/08 Valuation 0, Expiration Date 8/03/08 ;Qty Unit' Charge Per Ektension BASE FEE '' '300. 00 Special Notes and Comments This project will require a seperate permit•.and, f{ire ,alarm _. plans for review Address numbers shall be plainly vis'ible'frbm�the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A minimum 2A 1OBC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition of NFPA 72 Owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25 This project will require seperate permit and fire sprinkler plans for review Call for cover inspection for all sprinkler installations A full acceptance test will be required for all fire alarm systems 06/29/2007 05 13 PM SROBERDS The proposal will result in a new transit center structure in the CBD Landscaping has been reviewed and there are no land use issues anticipated January 4 2008 8 43 Oi AM 1pangrle PER SUE R ZONING LOT COVENANT'IS'NEEDED Electrical load calculations and elctrical perini.ts_;are required $, MAINTAIN CLEARANCES FROM SERVICE WIRES Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private-and'public inipeo'vemerit§. This permit becomes null and void if work or construction authorized is not commended within 180 days if construction or work is suspended or abandoned a period of 180 clays after the work as commenced, or if required inspections have -66— for 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 ii PERMIT INSPECTION RECORD CALL 417-4807 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 TYPEI DATE I YES ACCEPTED VO COMMENTS PW UTILITIES (Engineering Division) WATERLINE / METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK I` CURB & GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W / PW/ ENGINEERING FIRE PLANNING DEPT IBUILDING T•\Policies\l102.15R [1105] FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE DATE YES NO COMMERCIAL DATE ACCEPTED YES NO W 417-4807 PW / ENGINEERING 417-4653 FIRE DEPT 417-4750 PLANNING DEPT 417-4815 BUILDING DATE ACCEPTED YES NO CITY OF PORT ANGELES. PtJBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 07 00000742 Date 2/05/08 Application pin number 903388 Special Notes and Comments Any modifications to the City s electrical facilities will be at the customer s expense Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to pouring concrete Irrigation systems and Fire Sprinkler systems require approved backflow protection Contact Ron Becker at 360 417 4886 for backflow protection device requirements and inspections Per Annette Owens A backwater valve is required to be installed on your sewer See the Uniform Plumbing Code section P3008.for requirements Contact Annette Owens at 360 417 4849 regarding,,this.requirement Other Fees STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 6150 00' Fee summary Charged Paid Credited Due Permit Fe& Total 300 00 300 00 00 00 Plan Check'Total 00 0000 00 Other Fee'Total 6154 50 6154 50 µ:00: 00 Grand Total 6454 50 6454 50 00 00 9 Separate Permits are required fgrelectrical work,.SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes' null and void if.work:or constr'uctibi 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 co"mmenced, 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 ca_ ncel 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 7r4olicie! \1402.15R [1/05] PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPEI DATE I ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE / METER I` SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE I I 1I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE I` RESIDENTIAL DATE YES NO COMMERCIAL CONSTRUCTION RW / PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW /ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T-\Policies\l102.ISR [1/05] I DATE ACCEPTED YES NO °wF.F CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner 07 00000742 Date 903388 115 E FRONT ST 06 30 00 0 7 0148 0000 CLALLAM TRANSIT SYSTEM COMM NEW CONST UNKNOWN 1800000 ractor Po�ii-W^ j S fm e5 2/05/08 120 :vve'5 ox`age QarK �� e 6149 P P i a.v►s CLALLAM TRANSIT SYSTEM PRIMO CONSTRUCTION INC 830 LAURIDSEN BLVD PO BOX 296 1 00 PORT ANGELES WA 98363 CARLSBORG WA Z� 1 00 —&Z&W-Mt— 0000 WA 4.8.3 8 2 PL -OTHER BACKFLOW 2 OR LESS 2 00 (360) 683 5447 0000 Other struct info HARD SURFACE AREA 1 00 Permit BUILDING PERMIT COMMERCIAL PL- EA BLDG SEWER Additional desc WEST PARKING GARAGE Permit pin number 105338 Permit Fee 8555 25 Plan Check Fee 5560 91 Issue Date 2/05/08 Valuation 1800000 Expiration Date 8/03/08 Qty Unit Charge Per Extension BASE FEE 5635 25 800 00 3 6500 THOU BL -1M + (3 65 PER K) 2920 00 Permit MECHANICAL PERMIT Additional desc Permit pin number 118802 Permit Fee 50 00 Plan Check Fee 00 Issue Date 2/05/08 Valuation 0 Expiration Date 8/03/08 Qty Unit Charge Per Extension BASE FEE 50 00 Permit PLUMBING PERMIT Additional desc Permit pin number 118810 Permit Fee 109 00 Plan Check Fee 00 Issue Date 2/05/08 Valuation 0 Expiration Date 8/03/08 Qty Unit Charge Per Special Notes and Comments This project will require a seperate permit and fire alarm plans for review Address numbers shall be plainly visible from the street ``r 770 C&AsboR.c� se, vim 98311a ' Q Extension 50 00 7 00 7 00 00 is^ 5 00 C / Ox O�p -T1 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 1 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 th provisions of any state or local law regulating construction or the performance of construction. Ion Date Print Name _ i nature of Q�ontractor or Authorized Agent Signature of Owner (if owner is builder) 3 n T Forms/Building Division/Building Permit (10/01/0 wpd BASE FEE 1 00 7 0000 ECH PL EA INSTALL WATER PIPE 1 00 7 0000 ECH PL -OTHER BACKFLOW 2 OR LESS 2 00 15 0000 ECH PL -OTHER BACKFLOW 2 + 1 00 15 0000 ECH PL- EA BLDG SEWER Special Notes and Comments This project will require a seperate permit and fire alarm plans for review Address numbers shall be plainly visible from the street ``r 770 C&AsboR.c� se, vim 98311a ' Q Extension 50 00 7 00 7 00 00 is^ 5 00 C / Ox O�p -T1 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 1 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 th provisions of any state or local law regulating construction or the performance of construction. Ion Date Print Name _ i nature of Q�ontractor or Authorized Agent Signature of Owner (if owner is builder) 3 n T Forms/Building Division/Building Permit (10/01/0 wpd BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES 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 TYPEI DATE I ACCEPTED I COMMENTS YES I NO FOUNDATION - FOOTINGS SHEAR WALLS / WALLS FOUNDATION DRAINAGE/ DOWNSPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / SLAB ROUGH•IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL 1 WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL/ FLOOR/ CEILING MECHANICAL ' HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY COMMERCIAL HOOD/ DUCTS IMANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING RESIDENTIAL FINAL DATE ACCEPTED BY, FINAL DATE ACCEPTED BY. SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL { LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 I I FIRE DEPT PLANNING DEPT 417-4750 I PLANNING DEPT BUILDING 417-4815 I BUILDING T Forms/Building Division/Building Permit (10/01/07).wpd DATE I ACCEPTED YES NO 0 °°�F'0 CITY OF PORT ANGELES � DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 07 00000742 Date 2/05/08 Application pin number 903388 Special Notes and Comments Address numbers shall be a minimum of six inches high and be of contrasting color from the background A minimum 2A 1OBC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit Owner is responsible for ongoing fire alarm system inspection and maintenance per the current addition of NFPA 72 Owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25 This project will require seperate permit and fire sprinkler plans for review Call for cover inspection for all sprinkler installations A full acceptance test will be required for all fire alarm systems 06/29/2007 05 13 PM SROBERDS The proposal will result in a new transit center structure in the CBD Landscaping has been reviewed and there are no land use issues anticipated January 4 2008 8 43 01 AM 1pangrle PER SUE R ZONING LOT COVENANT IS NEEDED Electrical load calculations and elctrical permits are required MAINTAIN CLEARANCES FROM SERVICE WIRES Any modifications to the City s electrical facilities will be at the customer s expense Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to pouring concrete Irrigation systems and Fire Sprinkler systems require approved backflow protection Contact Ron Becker at 360 417 4886 for backflow protection device requirements and inspections Per Annette Owens A backwater valve is required to be installed on your sewer See the Uniform Plumbing Code section P3008 for requirements Contact Annette Owens at 360 417 4849 regarding this requirement Other Fees STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 6150 00 Fee summary Charged Paid Credited Due Permit Fee Total 8714 25 8714 25 00 00 Plan Check Total 5560 91 5560 91 00 00 Other Fee Total 6154 50 6154 50 00 00 Grand Total 20429 66 20429 66 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. Date Print Name T Forms/Building Division/Building Permit(] 0/01/07).wpd Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES 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 TYPEI DATE I ACCEPTED I COMMENTS YES I NO FOUNDATION - FOOTINGS SHEAR WALLS / WALLS FOUNDATION DRAINAGE/ DOWNSPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR/ SLAB pp ++ pp ROUGH -IN Hose Q,6S 3'13 —o8 LL WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALLIHOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB I WALL / FLOOR / CEILING Ij Ij MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING FINAL 3-19—m DATE _:R-✓ ACCEPTED BY. FINAL 3-1 V—" I DATE J ACCEPTED BY. PLANNING DEPT SEPARATE PERMIT H's SEPA, PARKING/LIGHTING ESA. LANDSCAPING , ' I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ELECTRICAL LIGHT DEPT 417-4735 CONSTRUCTION R.W / PW/ ENGINEERING 417-4807 FIRE 417-4653 1 PLANNING DEPT 417-4750 BUILDING 417-4815 T Forms/Building Division/Building Permit (10/01/07).wpd ELECTRICAL LIGHT DEPT 1 CONSTRUCTION R.W PW / ENGINEERING FIRE DEPT PLANNING DEPT BUILDING ACCEPTED YES NO I ) Nj —7 li r !iX(2//1/2008) James LierlyFwd Certification of Ventilation System l Page 11� From: Jim Mahlum To: James Lierly Date. 1/29/2008 4 52 PM Subject: Fwd. Certification of Ventilation System Plitt CC. Denis Miller- igoller@xltech.com Jim, Let me know if this answers the question on the ventilation system. Also, you were going to send Exeltech some forms for them to use in the inspections. I have indications that they have not gotten those as of today Thanks. Jim >>> RobertKugen <RKuaen(@Darametrix.com> 1/29/2008 4 44 PM >>> Denis, Susan Smith at TresWest has reviewed the questions raised by the City Building Inspector Her responses to the specific sections included are as follow - 404 1 System is activated by sensing vehicle presence by rise in carbon monoxide levels. 404.2 Ventilation rate exceeds 1.5 cfm per square foot. Garage square footage is 12994 square feet; exhaust fan EF 7 is rated for 22000 cfm, which is 1 69 cfm per square feet. 404 3 There are no occupied spaces on the garage level. 1 304 1 Fan capacity is in excess of 1.5 cfm per square foot, and an automatic carbon monoxide sensing system is described on M1 01 note 14 Fan is to activate at 50 parts per million (PPM) and deactivate at 25 PPM. " The other question raised by the Building Inspector referred to 406.4.2 which states a mechanical ventilation system shall be provided As this is the case all of the building inspector's questions should be answered and the concrete pour can continue as scheduled as the system specified meets or exceeds the requirements of the relevant sections. If you have any further questions, feel free to call me. Parametrix inspired people inspired solutions making a difference Robert Kugen Designer III Phone: 360.377 0014 Fax: 360 479.5961 rkuaen(aloarametrix.com t I M . r1 � r t 1 t I M . r1 r 2 r t L S � c 1(2/212L6168:) jaiiiies Lierly Landau Pile T—e tP : 'df " LANDAU, A&-bitIATES, MEWRANDUM, TO- Rolando 0rd6na FROM. 'td'lieavey P.E. ,bAft. January ;16, 2008 RF" IhLE16AD TE9TJtESULTS, 1NT.ERMATION,kt GA�TEWM, TRANSIT CENTE PORT. ANGELES; WASHINGTON We reviewed, the xestilvof1he pile'load test,perfotmed,-Ion pile #40 completed'onDecembei.27 2007'at,,fhe-InteniationAi,Gateway Ttahsit,Cenief Theload-test,*asI TOortedly- witnenedby personnel from: Mayds-Tcsting,Lab6raiory 'The -data proVidW to its indicates that.pile # 40, Wis:Ibidddin 50jitrceni increments of' the design load ,(140,kips) to approximate , ly twice the. design load.,(280., kips); Total settlerfieni at.,t - he 286 kip load was 030-iiwhes'. After the load wat.rtrrioved, the..pile,iibboufided,bJ5 inches. Total;,non-recovera]516 settlement" ofpile 0 40 after the load was released was 0;05"inches. Based on the results 6fthe,pi]Ic,Joad.testjt is our opinion that piles driven to, a tip,elevation of", 22 ft or deeper available pile capacityof at -least twice the design,load. -WetrustAhis!s4 lies you:*ith'the necessary.ihfdftaii6n. If you hwve.,4n-y'-q ' ti ' ' r' ues ionsio rvjquipe additional' information iegafdifig!th& pil6.1oad'test,,pl6a§e contact.me: FILE 9 -95d,Pacific Avenue, Suite 515 T6odina, WA- 98462 (; M) 42&2 93, lex (253)426-253j' "% tiind4ui —o6m (1/9/2008) Linda Pangrle I Re Fwd ,Gateway Int'I Parking Garage, Permit 07 742 From Linda Pangrle To Jim Mahlum Date: 1/9/2008 2 24 PM Subject: Re Fwd Gateway Intl Parking Garage, Permit 07 742 Hi Jim, Ernie came by and talked with me. Annette Owens emailed me her concerns. I entered in Ernie's and Annette's comments in HTE. Basically their comments state that they need a backwater valve on their sewer and backflow protection for the irrigation and fire sprinkler systems. They are ready to have the permit issued. I just talked on the phone with Jim Lierly He asked me to have you call him right away on his cell phone (808-0534) He has concerns he needs to talk with you about regarding the piles. Who will be paying the final fee of $15,168.75 for the permit? Please let me know if you need me to contact someone regarding the payment. Thanks, Linda Pangrle, Permit Tech City of Port Angeles 360-417-4815 >>> Jim Mahlum 1/9/2008 1 04 PM >>> Linda, Could you respond back directly to Ernie and cc me? Thanks. Jim >>> Ernie Klimek 1/9/2008 12.22 PM >>> Jim Ron is at a class and can reply on Friday In the interim can it be issued pending final comments from Ron? Thanks Ernie >>> Jim Mahlum 1/9/2008 9.13 AM >>> Annette & Ernie, Could you make sure that this gets done so that the City does not hold up the contractor? Thanks. Jim >>> Linda Pangrle 1/9/2008 9.01 AM >>> Hi Ron, Please enter your plan review comments in HTE. We'd like to issue this permit as soon as possible. Thanks, Linda Pangrle, Permit Tech City of Port Angeles 360-417-4815 Page 1 1,(11/9/20,08) Linda Fang rle Additional requirement for Transit Center From Annette Owens To: Linda Pangrle ` Date- 1/9/2008 12 41 PM Subject: Additional requirement for Transit Center CC: Ernie Klimek Linda, Just FYI, Jim Mahlum and I had a conversation regarding the Transit Center sewer connection. Because there are frequent combines sewer events in the downtown area, this, and any other new building in the area, should be required to install a backwater valve on their sewer See uniform plumbing code section P3008 for requirements. The concern is if we have our sewer back up due to a combined sewer event, the sewage would back up into the new building too. Thanks, Annette Page.1 C� pia-" C60�1_ Cl 997 d 4,,� &1,, TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER DIAMETER OF SLOPE PER FOOT PIPE (inches) 1/8 inch 1/4 inch 1/2 inch 11/2 a,b — Note a Note a 2b — 21 27 21/2b — 24 31 3 36 I 42 50 4 180 I 216 250 For SI. 1 inch = 25 4 mm, 1 foot = 304.8 mm. a. 11/2 -inch pipe size limited to a building drain branch serving not more than two waste fixtures, or not more than one waste fixture if serving a pumped discharge fixture or garbage grinder discharge. b No water closets. SECTION P3006 SIZING OF DRAIN PIPE OFFSETS P3006.1 Vertical offsets. An offset in a vertical drain, with a change of direction of 45 degrees (0.79 rad) or less from the vertical, shall be sized as a straight vertical dram. P3006.2 Horizontal offsets above the lowest branch. A stack with an offset of more than 45 degrees (0.79 rad) from the verti- cal shall be sized as follows: 1. The portion of the stack above the offset shall be sized as for a regular stack based on the total number of fixture units above the offset. 2. The offset shall be sized as for a building drain in actor dance with Table P3005 4.2. 3 The portion of the stack below the offset shallbe sized as for the offset or based on the totalnumber of fixture units on the entire stack, whichever is larger. P3006.3 Horizontal offsets below the lowest branch. In soil or waste stacks below the lowest horizontal branch, there shall be no change in diameter required if the offset is made at an angle not greater than 45 degrees (0 79 rad) from the vertical. If an offset greater than 45 degrees (0 79 rad) from the vertical is made, the offset and stack below it shall be sized as a building drain (see Table P3005 4.2). SECTION P3007 SUMPS AND EJECTORS P3007.1 Sewage ejectors or sewage pumps. A sewage ejec tor, sewage pump, or grinder pump receiving discharge from a water closet shall have minimum discharge velocity of 19 feet per second (0.579 m/s) throughout the discharge piping to the point of connection with a gravity building drain, gravity sewer or pressure Sewer system. A nongrinding pump or elector shall be capable of passing a 1.5 inch -diameter (38 mm) solid ball, and the discharge piping shall be not less than 2 inches (51 mm) in diameter The discharge piping of grinding pumps shall be not less than 1.25 inches (32 mm) in diameter. A check valve and a gate valve located on the discharge side of the check valve shall be installed in the pump or elector discharge piping be SANITARY DRAINAGE tween the pump or effector and the drainage system. Access shall be provided to such valves. Such valves shall be located above the sump cover or, when the discharge pipe from the effector is below grade, the valves shall be accessibly located outside the sump below grade in an access pit with a remove able access cover. Exception. Macerating.toilet systems shall be permitted to have the discharge pipe sized in accordance with manufac turer's instructions, but not less than 0 75 inch (19 1 mm) in diameter. P3007.2 Building drains below sewer (building subdrains) Building drains which cannot be discharged to the sewer by gravity flow shall be discharged into a tightly covered and vented sump from which the contents shall be lifted and dis- charged into the building gravity drainage system by automatic pumping equipment. P3007.2.1 Drainage piping. The system of drainage piping below the sewer level shall be installed and vented in a man- ner similar to that of the gravity system. Only such drains that must be lifted for discharge shall be discharged into sumps. All other drams shall be discharged by gravity Exception. Macerating toilet systems shall be permitted as an alternate to the sewage pump or ejector system. The macerating toilet shall comply with ASME A112.3 4 or CSA B45.9 and shall be installed in accordance with the manufacturers instructions. SECTION P3008 BACKWATER VALVES P3008.1 General. Fixtures that have flood level rims located below the elevation of the next upstream manhole cover of the public sewer serving such fixtures shall be protected from backflow of sewage by installing an approved backwater valve. Fixtures having flood level rims above the elevation of the next upstream manhole shall not discharge through the backwater valve. Backwater valves shall be provided with access. P3008.2 Construction. Backwater valves shall have noncor rosive bearings, seats and self -aligning discs, and shall be constructed to ensure a positive mechanical seal. Valve access covers shall be water tight. 2003 INTERNATIONAL RESIDENTIAL CODE'S 419 13 62 010 13 62 030 Chanter 13.62 CONNECTIONS EXTENSIONS Sections 13 62.010 Separate Connection Required. 13 62 020 Property Owner Responsible for Side Sewer Maintenance. 13 62 030 Backflow Prevention Devices - When Required. 13 62.040 Excavations Shall be Adequately Guarded. 13 62 050 Information to be Provided. 13 62 060 Use of Existing Side Sewer 13 62.070 Physical Location of Side Sewer 13 62.080 Side Sewers at a Steep Grade. 13 62 090 Minimum Size for Side Sewer in Right -of -Way 13 62.100 Minimum Size for Side Sewer in Private Property 13 62.110 Side Sewers Near Watermams. 13 62.120 Trees Near Sewers. 13 62.130 Side Sewer Easements - Required When. 13 62.140 Permit May be Issued With Special Provisions Met. 13 62.150 Capping Location of Side Sewers. 13 62.160 Side Sewer Materials and Standards. 13 62 170 Extensions - When Required. 13 62.180 Extensions - Application. 13 62.190 Extensions - Preparation of Plans and Specifications. 13 62.200 Extensions - Inspection - Fee - Deposit Required. 13 62.210 Construction of Main Extensions. 13 62.220 Acceptance of Maul Extensions. 13 62.230 Extensions - Construction Drawings. 13 62.240 Main Extensions Deeded to City 13.62.010 Separate Connection Required. A separate and independent building sewer shall be provided for every building; provided that, where one building stands at the rear of another on an interior lot and no private sewer is available or can be constructed to the rear building through an add oimng alley, court, yard, or driveway, the building sewer from the front building may be extended to the rear building and the whole considered as one building sewer; and provided further that the Director may approve single connection for multiple buildings in appropriate circumstances. In no event shall the City assume any responsibility for damage caused by any such aforementioned single connection. (Ord. 2394 Ch. III §1, 6/2/86) 13.62.020 Property Owner Responsible for Side Sewer Maintenance. The maintenance of the building sewer from the structure to and including the connection to the public sewer shall be the sole responsibility of the property owner (Ord. 2394 Ch. III §2, 6/2/86) —� 13.62.030 Backflow Prevention Devices-WhenReauired. Whenever possible, the building sewer shall be brought to the building at an elevation below the basement floor Where the basement floor elevation or bottom floor elevation is below street grade, a back-flow prevention device shall be installed in an area for easy access and maintenance by the property owner In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carred by such building drain shall be lifted by an approved means and discharged to the building sewer and a backflow preventer shall be installed in the system. Backflow preventers shall also be installed in other specific cases as determined to be necessary andappropriate by the Director (Ord. 2394 Ch. III §3, 6/2/86) e ..ti r-- , Pi—rium-wro CONSTRUCTION, INC TO- City of Port Angeles 321 East 5`h Avenue Port Angeles, CA 98362 Letter of Transmittal WE ARE SENDING YOU FX Attached Samples ❑ Shop Drawings Warranty Letter Copy of Letter fir• N\ COPIES DATE NO. °DESCRIPTION 3 Gateway Plans I THESE ARE TRANSMITTED as checked below - [—] For Approval El Approved as Submitted ❑X For Your Use ❑ Provide As Noted As Requested F—] Retumed for Corrections FoAReview-and Comment Other- Resubmit as Indicated per Specifications REMARKS. COPY TO- File DATE. ATTN 10/29/07 Sir/Madam RE. Port Angeles International Gateway Project ❑ Substitution Request El Prints ❑ Asbuilts n Submittals F-] O&M Manuals ❑ Resubmitted for Approval Submit Copies for Distribution Return Corrected Prints ❑ Confirm IL E C If' -1 _F. BY OCT 2 9 2007 I� CITY OF PORT' ANGELES BUILDING DIVISION I yJ m 970 Carlsborg Road, Sequim TVA 98382, Phone (360) 683-54=17 Fax (360) 683-6475 1-1 Page 1 of 2 Roland Ordona From, 'Basri Basri' <bbasri@pdg-wa.com> To: 'Roland Ordona' <Rolando@primoconstructioninc.com> Cc: Jennifer Howell" <jenh@primoconstructioninc.com> Sent: Monday September 17 2007 3 58 PM Subject: FW' Port Angeles Gateway Parking Structure - Please Review before I send to Basri. Confirmation from the geotech regarding pile tip and test. Thanks, Basri Basri PE, LEED Poggemeyer 512 6th Street South Kirkland WA 98033 425-827 5995 ext. 229 bbasri@pdg-wa.com From Brian Bennetts [mailto.bbennetts@landauinc.com] Sent: Monday, September 17, 2007 3 55 PM To: Basri Basri Subject: Port Angeles Gateway Parking Structure - Please Review before I send to Basri. Basri, This email summarizes the contents of our discussion regarding the piles for the Port Angeles Gateway Parking Garage. We understand that the pile driving contractor had been experiencing difficulties with driving piles with conical tips for the east parking garage of the Port Angeles International Gateway Center We further understand that the piles are drifting several inches during pile driving In our geotechnical report, we recommended conical pile tips because they are more likely to pierce or move away an obstruction encountered during pile driving A pile driven with a flat tip is much more likely to be caught up in obstructions and may not be able to driven into the bearing layer The capacity of a pile driven with a conical tip and a flat tip will likely be ntica.L-bawe�r_ Uhe_contractor-ma_��experience more difFculty if the pile is driven with a flat tip The ��traitta� can drive the piles wi� t a flat°tip-hgwever he sh�outd- _ aware�of the potential increased driving diffiicalties with with piles driven with a flat tip We understand that a pile axial load test has been completed on the piles for the main parking garage\ structure immediately to the west of the east parking garage The piles used for both parking garages are reportedly the same We understand that the piles for the west parking garage have a higher axial capacity then the piles for the east parking garage We further understand that the results of the pile loading test indicated that the piles for the west parking garage indicated that the piles had a factor of safety of at least 2. Considering the piles are the same and the design axial load for the east parking garage are less than the west parking garage it is our opinion that an axial pile load test for the east parking garage is not necessary_ We- rifferstasd..that_the contractor plans -to -co piste-alateraildad-piie test of the piles for the main parking garage structure. If the aterafpile foadfest for the west parking garage structure yield acceptable lateral capacity and the lateral loading for the east parking garage structure is less than the lateral loading for the main parking garage it is our opinion that a lateral pile load test for the east parking garage structure is not necessary Brian A. Bennetts, P.E. 11/2/2007 Page 2 of 2 Project Geotechnical Engineer Landau Associates 950 Pacific Avenue, Suite 515 Tacoma, WA 98402 Phone: (253) 926-2493 Cell: (253) 278-2723 Fax: (253) 926-2531 NOTICE: This communication may contain privileged or other confidential information. If you are not the intended recipient, or believe that you have received this communication in error, please do not print, copy retransmit, disseminate, or otherwise use the information. Also, please indicate to the sender that you have received this e-mail in error, and delete the copy you received. Thank you. 11/2/2007 0 City of Port Angeles munity Developement (Building Division) 321 E 5th St Port Angeles Washington 98362 360-417-4815/ Fax 417-4711 Plan analysis based on the 2003 International Building Code Project Number 7-742 Date August 16 2007 Project Name GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST Contractor PRIMO CONST Occupancy S-2 Designer POGGEMEYER DESIGN Construction V -B Engineer ROBERT D BOURDADGES Report By JIM LIERLY NOTE The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC It is a guide to selected sections of the code Report created using Plan Analyst software by IHS Global 800-854-7179 SPRINKLER SYSTEM NFPA 13 sprinkler system throughout the building Sprinkler system used to increase the allowable area and height -- Sec 504 2 and 506 3 FRONTAGE INCREASE Perimeter of the entire building = 696 feet Perimeter which fronts a public way or accessible open space = 406 feet Minimum width of public way or accessible open space = 70 Allowable area increased 33 33% for frontage increase -- Sec 506 2 NOTE Limit in Section 506 2 1 used FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 2 Parking Garage S-2 ok 16835 45000 0 37 ok TOTAL FOR FLOOR 16835 45000 0 37 ok 1 Parking Garage S-2 ok 16835 45000 0 37 ok TOTAL FOR FLOOR 16835 45000 0 37 ok BUILDING TOTAL 33670 90000 0 37 ok -- Sec 503 504 506 and Table 503 The actual height of this building is 26 0 feet The maximum height of this building is 60 0 feet -- Table 503 and Sec 504 2 Page # 2 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST PROPERTY DESCRIPTION North Side has a public way - Distance to public way = 0 0 width = 70 0 Exterior wall rating based on distance to center line of public way -- Sec 702 1 FIRE SEPARATION DISTANCE East Side has building - To building = 100 0 assumed property line 50 0 Exterior wall rating based on distance to assumed property line -- Sec 704 3 and 702 1 FIRE SEPARATION DISTANCE South Side has a public way - Distance to public way = 0 0 width = 70 0 Exterior wall rating based on distance to center line of public way -- Sec 702 1 FIRE SEPARATION DISTANCE West Side has a property line - Distance to property line = 0 0 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec 602 Tables 601 and 602 and Sec 704 NORTH EAST OCC BRG NON OPNG% BRG NON OPNG% WALL BRG UP/PR WALL BRG UP/PR S-2 0 -hr 0 -hr NL/NL 0 -hr 0 -hr NL/NL SOUTH BRG NON OPNG% WALL BRG UP/PR 0 -hr 0 -hr NL/NL WEST BRG NON OPNG% WALL BRG UP/PR 1-hr*l-hr*NP/NP The exterior walls may be of COMBUSTIBLE material -- Sec 602 5 Exterior walls are required to be fire -rated for exposure to fire 1 From Both sides when fire separation is 5 feet or less 2 On the interior side only when separation is greater than 5 feet -- Sec 704 5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system -- Sec 704 8 1 up/pr = Maximum percent of openings in the exterior wall -- Table 704 8 up - The maximum percent if all openings are unprotected pr - The maximum percent if all openings are protected If some are protected and some are not then use formula in Sec 704 8 Openings in lhr walls are required to be protected with 3/4 hour assemblies -- Sec 704 12 and Sec 715 4 Openings in walls required to be greater than lhr are required protected with 1 1/2 hour assemblies -- Sec 715 4 NL = No fire protection requirements for openings NP = Openings are not permitted in this wall Page # 3 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST Note Unlimited unprotected openings are allowed in walls not required to fire-resistant -- Table 704 8 Note g * = These walls may be required to have a parapet wall 30 inches above the roofing The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches -- Sec 704 11 Exception 1 A parapet wall is not required when the wall is not required to be fire -resistive Exception 4 A parapet wall is not required on 1 -hour fire -resistive exterior walls provided 4 1 Where roof/ceiling framing are parallel to the wall framing and support shall be not less than 1 -hour fire -resistive for a minimum width of 10 feet from the inside of the exterior wall 4 2 Where roof/ceiling framing are not parallel to the wall the entire span of framing and support shall be not less than 1 -hour fire -resistive 4 3 Openings in the roof shall not be located within 10 feet of the exterior wall 4 4 The entire building shall be provided with not less than a Class B roof covering FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS -- Table 601 ELEMENT MATERIAL RATING NOTES Structural Frame Any 0 hour Interior Bearing wall Any 0 hour Interior nonbrg wall Any 0 hour Shaft Enclosure Any 1 hour Note 1 Floor/Ceiling Assembly Any 0 hour Note 9 Roof/Ceiling Assembly Any 0 hour Stairs Any None NOTES 1 Fire resistance rating for shafts based on Section 707 4 NOTE See Section 707 2 for shaft enclosure exceptions 9 Parking surfaces shall be of concrete or similar noncombustible and nonabsorbent materials Asphalt parking surfaces are permitted at ground level -- Sec 406 2 6 Page # 4 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST SHAFT REQUIREMENTS Openings other than those necessary for the purpose of the shaft shall not be permitted -- Sec 707 7 1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted -- Sec 707 8 1 Shafts that do not extend to the bottom of the building shall 1 Be enclosed at the lowest level with the same fire -resistance rating as the lowest floor but not less than the rating of the shaft enclosure; or 2 Terminate in a room having a use related to the purpose of the shaft The room and openings shall have a fire -resistance rating at least equal to the shaft enclosure or 3 Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure -- Sec 707 11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec 712 WALLS ASSEMBLIES -- Sec 712 3 Through penetrations of walls 1 Penetrations shall be installed as tested in the fire resistance rated assembly -- Sec 712 3 1 1 2 Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0 01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated -- Sec 712 3 1 2 Exception Where penetrating items are steel, ferrous or copper pipes or steel conduits the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows 1 In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches concrete grout or mortar shall be permitted 2 The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton Page # 5 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST Membrane penetrations of walls The requirements are the same as for through penetrations -- Sec 712 3 2 Exceptions 1 Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches 2 Sprinklers with metal escutcheon plates FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec 712 4 Through penetrations of fire -resistive horizontal assemblies 1 Through penetrations shall be installed as tested in an approved fire resistance rated assembly -- Sec 712 4 1 1 2 Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0 01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated -- Sec 712 4 1 2 Exceptions 1 When penetrating items are steel ferrous or copper conduits pipes tubes and vents through a single concrete floor the annular space shall be permitted to be grout or mortar The minimum thickness is the thickness required to maintain the fire rating The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches 2 Electrical outlet boxes that have been tested for use in fire -assemblies Membrane penetrations of fire -resistive horizontal assemblies The requirements are the same as for through penetrations -- Sec 712 4 2 Exceptions 1 When penetrating items are steel, ferrous or copper conduits electrical outlet boxes pipes tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations 2 Electrical outlet boxes that have been tested for use in fire - assemblies 3 Sprinklers with metal escutcheon plates Page # 6 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST DUCTS AND AIR TRANSFER OPENINGS -- Sec 716 Dampers shall be accessible for inspection and servicing 716 4 Where required -- Sec 716 5 1 Fire walls -- Sec 716 5 1 2 Fire barriers -- Sec 716 5 2 See exceptions 3 Shaft enclosures -- Sec 716 5 3 See exceptions 4 Fire partitions -- Sec 715 5 4 See exceptions 5 Smoke barriers -- Sec 715 5 5 (smoke damper) See exceptions OCCUPANCY SEPARATIONS -- Sec 302 3 2 and Table 302 3 2 No occupancy separations required SEPARATION OF INCIDENTAL USE AREAS -- Table 302 1 1 Furnace rooms where any piece of equipment is over 400 000 BTU per hour input -- Smoke barrier -- Sec 302 1 1 1 Rooms with any boiler over 15 psi and 10 horsepower -- Smoke barrier -- Sec 302 1 1 1 Refrigerant machinery rooms -- Smoke barrier -- Sec 302 1 1 1 Parking garages -- 1 hour and an automatic sprinkler system Incinerator rooms -- 2 hours and an automatic sprinkler system Storage rooms over 100 square feet -- Smoke barrier -- Sec 302 1 1 1 Note This list covers only the most common uses See Table 302 1 1 for a complete list EXIT REQUIREMENTS FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING ------------------------------------------------------------------------- 2 Parking Garage 84 2 12 6 No N/A Out 1 2 TOTAL FOR FLOOR 84 2 16 8 No N/A Out 1 Parking Garage 84 2 12 6 No N/A Out 1 2 TOTAL FOR FLOOR 84 2 12 6 No N/A Out FOOTNOTES 1 Two exits are required from this area since the occupant load exceeds allowable in Table 1014 1 2 Two exits are required from this area since the common path of egress limits in Section 1013 3 Page # 7 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST NOTES FOR EXIT TABLE Door swing is based on Section 1008 1 2 Occupant load is based on Section 1004 and Table 1004 1 2 Exit width is in inches and based on Section 1005 1 & Table 1005 1 Width shown for all areas is based on other egress components Width shown for 1st floor is based on other egress components Width shown for other floors & basements is based on stairways For the minimum width of doors see Section 1008 1 1 For the minimum width of corridors see Section 1016 2 For the minimum width of stairways see Section 1009 1 Exits shall be continuous from the point of entry into the exit to the exit discharge -- Sec 1003 6 EXIT SEPARATION In areas where 2 exits are required the minimum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways -- Sec 1014 2 1 Exception 2 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent -- Sec 1005 1 EXIT SIGNS Exits and exit access doors shall be marked by an Signs shall be placed where the exit or the path immediately visible No point to be more than 100 -- Sec 1011 1 Exception 1 Exit signs are not required in only one exit Exception 2 Main exterior exit doors which identifiable as exits need not Exit signs shall be internally or externally -- Sec 1011 2 Exit sign shall be illuminated at all times primary power -- Sec 1011 4 & Sec 1011 5 approved exit sign of egress travel is not feet from an exit sign rooms or areas which require obviously and clearly are be signed when approved illuminated including during loss of 3 BOLT LOCKS Manually operated flush bolts and surface bolts are not permitted -- Sec 1008 1 8 4 Exception 2 Where a pair of doors serves a storage or equipment room manually operated edge- or surface -mounted bolts are permitted on the inactive leaf LOCKS AND LATCHES Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort -- Sec 1008 1 8 Page # 8 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST Locks and latches shall be permitted to prevent operation where any of the following exists Exception 2 The main door or doors in Group B F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided 2 1 The locking device is readily distinguishable as locked 2 2 A readily visible durable sign is posted on the egress side stating THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3 Where egress doors are used in pairs automatic flush bolts shall be permitted to be used provided the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware ADDITIONAL DOORS Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008 1 LANDINGS AT DOORS 1 There shall be a floor or landing on each side of a door -- Sec 1008 1 4 2 Such floor or landing shall be at the same elevation on each side of the door -- Sec 1008 1 4 3 The floor or landing shall not be more than 1/2 inch lower than the threshold -- Sec 1008 1 6 4 Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater Where a landing serves an occupant load of 50 or more doors in any position shall not reduce the landing dimension to less than one half it required width The minimum length in the direction of exit travel is 44 inches -- Sec 1008 1 5 5 The space between two doors in series shall be 48 inches plus the width of door swinging into the space -- Sec 1008 1 7 1 Are the require exits shown on plans 2 See table 1018 1/1018 2 are there two exits from the stories above and below grade plan Page # 9 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST STAIR REQUIREMENTS Stairways 1 The riser heights shall not be less than 4 inches or greater than 7 inches The minimum tread depth is 11 inches -- Sec 1009 3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight -- Sec 1009 3 2 The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50 -- Sec 1009 1 Also check exit table above to see if minimum width is greater than 44 inches 3 Provide a handrail on each side of stairways -- Sec 1009 11 Handrail height measured above stair tread nosing shall be not less than 34 inches and not more than 38 inches -- Sec 1009 11 1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equivalent graspability -- Sec 1009 11 3 Handrail -gripping surfaces shall be continuous without interruption by newel post or other obstructions -- Sec 1009 11 4 Handrails shall return to a wall guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight Where handrails are not continuous between flights the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser -- Sec 1009 11 5 4 Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard -- Sec 1012 1 5 The minimum height of guard is 42 inches -- Sec 1012 2 6 Open guards shall have balusters or ornamental pattern such that a 4 -inches diameter sphere cannot pass through any opening up to a height of 34 inches From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass -- Sec 1012 3 Exception 1 The triangular opening formed at the riser, tread and guardrail may be 6 inches Exception 3 Areas which are not open to the public within I-3 F H or S occupancies balusters horizontal intermediate rails or other construction shall not permit a sphere with a diameter of 21 inches to pass through 7 The minimum headroom clearance is 80 inches (6 ft - 8 inches ) measured vertically from a line connecting the edge of the nosing Headroom shall be continuous to the point where the line intersects the landing below The minimum clearance shall be maintained the full width of the stairway and landing -- Sec 1009 2 8 Enclosed usable space under the stairs is required to be protected by 1 -hour fire -resistive construction or the fire -resistance rating of the stairway enclosure whichever is greater -- Sec 1019 1 5 9 A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings -- Sec 1009 6 Page # 10 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST STAIRWAY ENCLOSURES 1 Stairways are required to be in 1 hour fire resistive exit enclosures -- Sec 1019 1 Exception 4 Stairways that are not a required means of egress element only need to comply with shaft enclosure requirements in Section 707 2 See Exception 2 to shaft enclosures in Section 707 2 Exception 7 in Section 707 2 Not required if 7 1 Does not connect more than two stories 7 3 Is not concealed Exception 8 50 percent of egress stairways serving one adjacent floor are not required to be enclosed, provided at least two means of egress are provided from both floors Exception 9 Stairways serving on the first and second stories are not required to be enclosed, provided at least two means of egress are provided from both floors served by the unenclosed stairways 2 The openings into the exit enclosure are required to be 1 hour fire assemblies -- Table 715 3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure -- Sec 1019 1 1 Doors shall be self-closing or automatic closing -- Sec 715 3 7 3 Exit enclosure must discharge directly to the exterior of the building -- Sec 1023 1 Exception 1 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following are met 1 1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure Exception 2 50 percent of the number and capacity may exit through a vestibule provided all of the following are met 2 2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet 2 3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames 2 4 The vestibule is used only for means of egress and exits directly to the outside Page # 11 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST 4 The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction Access to the enclosed usable space shall not be directly from within the stair enclosure -- Sec 1019 1 5 -- Sec 1019 5 RAMP REQUIREMENTS 1 The minimum width is 44 inches If a ramp serves an occupant load of 50 or less it may be 36 inches wide If the ramp is serving a high occupant load check exit table above for required width -- Sec 1010 5 1 & 1016 2, Exception 2 2 If the ramp is part of the means of egress, the maximum slope is 1 12 All other ramps may have a slope of 1 8 or less -- Sec 1010 2 3 The rise for any ramp shall be 30 inches maximum -- Sec 1010 4 4 Landings shall be provided at the top bottom points of turning and at doors -- Sec 1010 6 Landings shall have a length of at least 5 feet in the direction of travel -- Sec 1010 6 3 Where changes in direction of travel occur at landings the landing shall be 60 inches by 60 inches minimum -- Sec 1010 6 4 5 The surface shall of slip -resistant materials that are securely attached -- Sec 1010 7 1 6 Handrails shall be per stair requirements -- Sec 1010 8 A rail shall be mounted below the handrail 17 to 19 inches above the ramp or landing surface -- Sec 1010 9 1 7 A curb or barrier shall be provided that prevents the passage of a 4 -inch diameter sphere, where any portion of the sphere is within 4 inches of the floor or ground surface -- Sec 1010 9 2 EXIT ACCESS TRAVEL DISTANCE The maximum travel distance in Group S2 is 400 feet -- Table 1015 1 Page # 12 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST BUILDING ACCESSIBILITY 1 In addition to accessible entrances required by Sections 1105 1 1 through 1105 1 6 at least 50 percent of all public entrances shall be accessible -- Sec 1105 1 2 At least one accessible entrance shall be provided to each tenant dwelling unit and sleeping unit in a facility -- Sec 1105 1 6 3 Where parking is provided accessible parking spaces hall be provided in compliance with Table 1106 1 -- Sec 1106 1 4 At least one accessible route shall connect each accessible level -- Sec 1104 4 See exceptions 5 Accessible routes shall coincide with or be located in the same area as a general circulation path Where the circulation path is interior the accessible route shall also be interior -- Sec 1104 5 6 On floors where drinking fountains are provided at least 50 percent, but not less than one fountain shall be accessible -- Sec 1109 5 ROOFING REQUIREMENTS 1 The roofing on this building is required to be Class C -- Table 1505 1 STANDPIPE AND HOSE SYSTEMS -- Sec 905 Exception Class I standpipes are allowed in buildings with an automatic sprinkler system A standpipe system is not required Page # 13 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST LIGHT AND VENTILATION 1 Every space intended for human occupancy shall be provided with natural light The minimum net glazed area shall not be less than 8% of the floor area -- Sec 1205 1 and 1205 2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet whichever is greater -- Sec 1205 2 1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor -- Sec 1205 3 2 Natural ventilation of an occupied space shall be through windows doors louvers or other openings to the outdoors -- Sec 1203 4 The minimum openable area to the outdoors shall be 4 percent of the floor area -- Sec 1203 4 1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet -- Sec 1202 3 1 1 When openings are below grade clear space measured perpendicular to the opening shall be one and one half times the depth of the opening -- Sec 1203 4 1 2 3 Rooms containing bathtubs showers spas and similar bathing fixtures shall be mechanically ventilated -- Sec 1203 4 2 1 CEILING HEIGHTS Occupiable spaces habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches Bathrooms, toilet rooms, kitchens storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet -- Sec 1208 2 tl Page # 14 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST WALL AND CEILING FINISH 1 Wall and ceiling finish materials are required to comply with Sec 803 5 and Table 803 5 2 Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803 6 1 1 or 803 6 1 2 -- Sec 803 6 1 3 Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers -- Sec 803 6 2 4 Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials -- Sec 803 7 5 Toilet room floors shall have a smooth hard nonabsorbent surface that extends upward onto the walls at least 6 inches -- Sec 1210 1 6 Walls within 2 feet of urinals and water closets shall have a smooth hard nonabsorbent surface to a height of 4 feet above the floor -- Sec 1210 2 City of Port Angeles 44 ommunity Developement (Building Division) 321 E 5th St Port Angeles Washington 98362 360-417-4815/ Fax 417-4711 Plan analysis based on the 2006 International Building Code Project Number 7-742 Date August 16 2007 Project Name GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST Contractor PRIMO CONST Occupancy S-2 Designer POGGEMEYER DESIGN Construction V -B Engineer ROBERT D BOURDADGES Report By JIM LIERLY NOTE The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2006 IBC It is a guide to selected sections of the code # SHEET IDENTIFICATION CORRECTION REQUIRED 1 A Include a complete site plan showing all structures dimensions and public ways -- Sec 106 2 2 FLR At least 50 percent but not less than one entrance shall comply- with accessibility requirements -- Sec 1105 1 3 FLR Accessible routes shall coincide with or be located in the same area as a general circluation path Where the circulation path is interior the accessible route shall also be interior -- Sec 1104 5 4 FLR The distance between the exits is less than 1/2 (1/3 w/sprinkler system) the diagonal of the area -- Sec 1014 2 5 FLR The exits from this area do not provide the minimum required width -- Sec 1005 1 and Table 1005 1 6 FLR The stair(s) indicated does not provide the required minimum width -- Sec 1009 1 Page # 2 Code review for Project Id GATEWAY PARKING GARAGE WEST Address 115 E FRONT ST 7 FLR The maximum rise of a step is 7 inches and the minimum tread is 11 inches -- Sec 1009 3 8 DET The minimum headroom vertically from nosing line is 6 feet 8 inches( 80 inches) -- Sec 1009 2 9 FLR/DET A handrail is required on both sides of the stairway It is required to be 34 to 38 inches above the nosing of the steps -- Sec 1009 11 and 1009 11 1 10 FLR/DET The enclosed usable space under the stairs is required to be protected by 1 hr fire -resistive construction -- Sec 1019 1 5 11 FLR/DET The maximum size of an opening in the railing at the stairway is 4 inches -- Sec 1012 3 Parking Garage review comments and code data for the 2006 IBC ANSI 117 PARKING, ACCESSIBLE 1106 11101 34094 34097 PARKING GARAGES (see GARAGE, AUTOMOBILE PARKING) 406.2 Barriers vehicle 406.2.4 1602 1 1607 7.3 Classification 406.21 Guards 406.2 3 2407 1 3 Height, clear 406.2.2 Live loads Table 1607 1 Mixed separation 406.2.7 PARKING GARAGES, OPEN 4063 Area and height 40635 Construction type 406.33 Stairs and exits 40638 Standpipes 4063.9 PARKING GARAGES, ENCLOSED 4064 Heights and areas 40641 Ventilation 4064.2 PARKING AND PASSENGER LOADING FACILITIES 1106.1 Required. Where parking is provided, accessible parking spaces shall be provided in compliance with Table 1106.1 except as required by Sections 1106.2 through 1106.4 Where more than one parking facility is provided on a site, the number of parking spaces required to be accessible shall be calculated separately for each parking facility SIGNAGE 1110.1 Signs. Required accessible elements shall be identified by the International Symbol of Accessibility at the following locations. 1 Accessible parking spaces required by Section 1106.1 except where the total number of parking spaces provided is four or less. 406.2 Parking garages. 406.2.1 Classification. Parking garages shall be classified as either open, as defined in Section 406.3 or enclosed and shall meet the appropriate criteria in Section 406 4 Also see Section 509 for special provisions for parking garages. 406.2.2 Clear height. The clear height of each floor level in vehicle and pedestrian traffic areas shall not be less than 7 feet (2134 mm). Vehicle and pedestrian areas accommodating van -accessible parking required by Section 1106.5 shall conform to ICC A117 1 ADA 96' clear 406.2.3 Guards. Guards shall be provided in accordance with Section 1012 at exterior and interior vertical openings on floor and roof areas where vehicles are parked or moved and where the vertical distance to the ground or surface directly below exceeds 30 inches (762 mm) 406.2.4 Vehicle barriers. Parking areas shall be provided with exterior or interior walls or vehicle barriers, except at pedestrian or vehicular accesses, designed in accordance with Section 1607 7 Vehicle barriers not less than 2 feet (607 mm) high shall be placed at the end of drive lanes, and at the end of parking spaces where the difference in adjacent floor elevation is greater than 1 foot (305 mm) Exception. Vehicle storage compartments in a mechanical access parking garage. 406.2.5 Ramps. Vehicle ramps shall not be considered as required exits unless pedestrian facilities are provided. Vehicle ramps that are utilized for vertical circulation as well as for parking shall not exceed a slope of 1 15 (6.67 percent). 406.2.6 Floor surface. Parking surfaces shall be of concrete or similar noncombustible and nonabsorbent materials. Exception. Asphalt parking surfaces are permitted at ground level. The area of floor used for parking of automobiles or other velucles shall be sloped to facilitate the movement of liquids to a dram or toward the main vehicle entry doorway VEHICLE BARRIER SYSTEM. A system of building components near open sides of a garage floor or ramp or building walls that act as restraints for vehicles. NOTATIONS. D = Dead load. E = Combined effect of horizontal and vertical earthquake induced forces as defined in Section 12.4.2 of ASCE 7 E. � = Maximum seismic load effect of horizontal and vertical seismic forces as set forth in Section 12.4.3 of ASCE 7 F = Load due to fluids with well-defined pressures and maximum heights. F = Flood load. H = Load due to lateral earth pressures, ground water pressure or pressure of bulk materials. L = Live load, except roof live load, including any permitted live load reduction. L.= Roof live load including any permitted live load reduction. R = Rain load. S = Snow load. T= Self -straining force arising from contraction or expansion resulting from temperature change, shrinkage, moisture change, creep in component materials, movement due to differential settlement or combinations thereof W = Load due to wind pressure. 1607 7.3 Vehicle barriers. Vehicle barrier systems for passenger cars shall be designed to resist a single load of 6,000 pounds (26.70 kN) applied horizontally in any direction to the barrier system and shall have anchorage or attachment capable of transmitting this load to the structure. For design of the system, the load shall be assumed to act at a minimum height of 1 foot, 6 inches (457 mm) above the floor or ramp surface on an area not to exceed 1 square foot (305 mm2), and is not required to be assumed to act concurrently with any handraolil or guard loadings specified in the preceding paragraphs of Section 1607 7 1 Garages accommodating trucks and buses shall be designed in accordance with an approved method that contains provision for traffic railings. 406.3.8 Means of egress. Where persons other than parking attendants are permitted, open parking garages shall meet the means of egress requirements of Chapter 10 Where no persons other than parking attendants are permitted, there shall not be less than two 36 -inch -wide (914 mm) exit stairways. Lifts shall be permitted to be installed for use of employees only provided they are completely enclosed by noncombustible materials. 406.3.10 Sprinkler systems. Where required by other provisions of this code, automatic sprinkler systems and standpipes shall be installed in accordance with the provisions of Chapter 9 PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name Transit Center West Parking Garage Address 115 East Front Street Plan # 07-21 I Com ® Residential ❑ I Date 08 08.2007 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. 1) Separate fire sprinkler and fire alarm plans required. 2) Sprinkler riser room door must be labeled with a sign that states "Fire Sprinkler Riser " 3) Fire alarm control panel room door must be labeled with a sign that states "FACP " NOTE Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by- �Date g v 7 ® Building Department Copy ❑ Contractor/ Owner Copy ❑ Fire Department Copy � b I t 1 _ Y f. Prim ,Construction Inc a 910 Carlsborg Road Se4uim, WA98382 Ph 360.683 . 5447 To: Mahlum, Jim City of Port Angele PO Box 1150 Port Angeles, WA 98362 Ph: 360 417 4701 Fax: 360 417 4709 Subject: Parking Garage WE ARE SENDING YOU C Shop drawings r Copy of letter Document Type Other 1- Attached r✓ Prints r- Change order Copies Date 3 8/3/07 Letter of Transmittal I THESE ARE TRANSMITTED as checked below - Transmittal #- 23 Date: 8/3/2007 Job: 702203 Gateway 1'7 Under separate cover via None the following items: 17-7 Plans r7 Samples F Specifications r Other No. Description 100% complete parking garage plans r7 For approval f- Approved as submitted 177 Resubmit —copies for approval r For your use C Approved as noted 177 Submit _, copies for distribution 177 As requested 177 Returned for corrections r Return _ corrected prints r For review and comment 17' Other r FOR BIDS DUE 17-1 PRINTS RETURNED AFTER LOAN TO US Remarks: Copy To: From. Howell, Jennifer (Primo Construction, Inc.) Signature: If enclosures are not as noted, kindly 1 of 1 (6/2W2,007) Linda Pangrle Building Application Review 6727-07 Page 1 • 4 From Ron Becker To: Linda Pangrle Date: 6/29/2007 8 27 AM ?a�- Subject: Building Application Review 6-27-07 a4t, O a ,� W e S� kl 0e, e 3 #07 742 There will be a need for backflow assemblies for fire and lawn sprinkler systems. Let me know when complete J plans are finished, so I can go over them and determined what they need. Ronald D Becker rbecker@cityofpa.us DATE D 07 �: Ann Lumom :ivr W .jk,jNm r pill Q M=C DMSION [3 LIGHT ROM Po=cz 11 IT CITY CLZRK' Q R= -.- I FROM pUBLj c WORKS/SLIMING DIVISION f RE ADDRESS I I r� � G+ ) B�� NAM/CONTACT ug" 1,1 %, otau & M== MSMapTION po MW CONSTRUCTION Cl ADDITION/ALTEPATION 5 w as exP COMKOM/ CONDITIONS : 2-7 E -75D � WE'D �viej- - FFDOF-"TM/RETU,P\I; r1 - (04 7- (Main 8( �� �3v/U o 5016o V3 16000 of - o� f'�v A i o n �. ot Cl (O(S�/ 07 510 J Q re U - - - - -- - — - - - - - -- _ en, 1� fly ► j' psi 0" y FOR OFFICIAL USE ONLY BUILDING PERMIT - APPLICATION ate Rec. XI, Permit 3Y- Fill out COMPLETELY and in INK. Your application and site plain MUST BE at-- Ajyp ed: COMPLETE to be accepted for review If you have any questions, call PERMITS (360)417-4815 FAX(360)417-4711 Date Issued: -Jenml�-r Howe-ki 493' t G003_5qq7X1q3 or 5 44 -7 Applicant or Agen -)R Phone: C> Owner- C �Q kA a V1fN a Phone- .�(co 45,Q 15 fi Address- ZIP 5(t�_ city. -Pb.-y# k C=�. v-\ �) Phone: Architect/En ineer ContractorP OrA" �rt"$e-Licens3?eDA0(- k-�P_A Exp 4 OCIPhone� IOU,- q:_ rvyv-, nn; a _L -�t -4 :1- Address- City.I4 ne; Zip A PROJECT ADDRESS F. FA--o rv�- St 6- fek- ACAe-rVe ZONING LEGAL DESCRIPTION Lot: Block: Subdivision. CLALLAM COUNTY PARCEL NUMBER. __4407,_ ijej Vi"a 0 6 30 to0o-7 0 Vq rn 11 _S peel _\C a 44 *4.9-+ pm-ftl r"t nvm6Q4- TYPE OF WORK. SIZE/VALUATION, su6oniffeA, El Residential13 ew Uonstr - Re -roof LJ 3 Love 3r @3r = a541 IP 0-i'l El Multi -family 0 Addition 0 MoveD Garage SF g$ /SF = $ 13 Commercial D Remodel 11 Demolition 0 Deck SF @$ /SF = $ 0 Repair 0 Sip 11 Other TOTAL VALUATION $ BRIEF DESCRIPTION OF THE PROJECT park� rw G� gi COMMERCIAL/RESIEDENTIA.L. Occupancy Group Occupant Load. Construction Type: No. of Stones: Q Lot Size: Existmg Sq. Ft. -19- & Proposed Sq Ft. �= TOTAL Sq Ft. 1-1,::7)c�a Total lot coverage PLANNING USE ONLY APPROVALS PLAN BLDG DPV*7U ESA/Wetland(s) 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other- FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the tune for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct / am authorized to apply for this permit and understand ff t it is my �6spo bl't to determine must obtain such permits prior n I Ily what permits are required not the City's, and that TAF0RMS\B1dgPermitfbnn.wpd Applic Date. 0 pit (Orvm V/ rro�� v �� AbM W -W 2VI' qF WL UPPER SITE PLAN SML I' 2W -W L-1 FRONT STREET t v l,Q1r1 � i TRANSMITTAL MEMO e- x �_ l t e c h Rd(ah� oi�hQ 366-(083-5447 ext2_'L�3 Date: 6/05/07 or Re: Alt. A West Parking Garage Shop Drawings To Stan Cruse, Architect Szv, �� Krei Architecture 4660Kitsap Way Suite A Job P 0635 Bremerton, WA 98312 Gateway Transportation Center City of Port Angeles/Clallam Transit The following is transmitted: ❑ As requested ❑ ❑ For your use ❑ For approval ® For review/comment For correction and resubmittal ❑ Copies Date No. Description 1 6/4/2007 1 Alt. A - West Parking Garage Shop Drawings Remarks: Signed- Bill Alton @xltech.com cc: File Jim Mahlum City of PA. Engineering (1 -copy) Jim Lierly City of PA, Building Dept. (1 -copy) ❑ Lacey Office 2590 Willamette Dr NE, Suite 101 Lacey WA 98516-1325 (360) 357-8289 (360) 357-8225 Fax o ECHWC D JUN - 5 2007 3 , y, CITY epofOComuunniyDNGopment (l Oregon Office 2264 McGilchrist St. SE, Suite 100 Salem, OR 97302-1019 (503) 588=1,109 (503) 5814/98 Fax ❑ Seattle Office 615 2"d Avenue, Suite 660 Seattle, WA 98104-2228 (206) 6239646 (206) 623-9658 Fax �TITITITITI7-I T i .. ,� .. -.sem.: �-.- .:� .. �-<-W_.._. _.r-.-"--_........ :: IIIJI�i' nW1 , � i11 ieiiini�inmii iiimiii I�� PPER FLOOR PLAN iCkt 9/S7' Y 0" fMl SE My COATED S 12. 'A E0=TE m" E J'ml PEA i{rw. Im (C -a- mxl E 4,1 PCA DEW '11W W-4" ) 3 REINFORCING SCHEDULE REINFORCING REMARK NOT p1l". W", j En} owr,r to ww.aW Ma RKE atw Of. [ t.)p°vii-n - (Q ptst7-0 ' GV ,ftm wL Rdtt IM of. (� t.0 Aw Ats e{u +utt € (C) 06W7-0. (i /14 XXS kq� RMS i4W ffM m woc mr resas aw pa.�s n• .r 4L � +a+mwx aw 15 r m r� • 44 Con-= RW pmw•-P fN VM)= rp RMS W EUe pwrn-+ac p u• ac r.� .p .r- � tvr wxec n1..f, S3 i r* E zj .. ME��i�,ii�i� o i �� i MOTCRCYCiES VAN b; a moo- 9\\b SLOPE b� : 0 a4i a 20'-0' 20'-0� t 20.-0. N010RCYC ES 0 151'-9' UPPER FLOOR PLAN SCALE 3/32' = 1'-0" NOTES: 1. ALL SAB REINF SHALL BE EPDXY COATED. 2. B1 INDICATES 12'W x 18'0 CONCRETE BEAN. 3. RELEASE JOINT PER DETAIL 11/S7 (8'-O' MOE). 4. RELEASE JOINT PER DETAIL it/S7 (6'-0' WIDE). SLAB REINFORCING SCHEDULE MARK REINFORCING REMARK A (10) xTx17-0' N/S (8) j6Tx10'-O' E/W W/9HOOK AND PLACE WIM BEAM B (14) IBTx12'-0' N/S (8) O6TxIO'-0' E/W W/90' HOOK AND PLACE WNN BEAU C (10) 157x6' -O' N/S W/90• HOOK (8) j6Tx10'-0' E/W W1W HOOK AND PUCE WITHIN BEAM D OM AT 18' O.C. EA WAY TYP SLAB REINF E gMx15'-0' AT 18' O.C. ADDITIONAL REINF F #5 AT 12' 12'�� G 2-/4 AT 6' 12'F--'�:c— H (2) /4M AT 6' O.C. CONTWUOUS K (14) %6Tx12'-0' N/S (10) #67x16' -O' E/W W/90' HOOK AND PUCE NRHIN BEAM L j3Mx12'-O' AT 12' O.C. W/90' HOOK N /5 AT 18' O.C. 24•[2C N 4-/5 xi -0' W1901 HOOK Z Q J a 0 0 J LL - IL S3 0 CD ciczojl� LI n, 0-q- z— — — — — — — —— _ _ _ -_ _ _ _ _ _ _ _ _ � G Q r Y t_ ----------------------------' I U 71 ----------------------------- AU �` 73'• rf9 88 i� s 1 .� ------------------------------ --------------------------- 1 rl I. G -3D -r i O - - �.J GK. ----------- i'---------- --- ------------ --------------- a1 3_____________37_ 7 r. I �u •- 0 a r TRENCH DRAIN �I II II II II II II I! II ADA STALL SIGH I I co I �I II II II II II II I! II ADA STALL SIGH I ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number 09 00001068 Date 10/16/09 Application pin number 144404 Property Address 115 E FRONT ST ASSESSOR PARCEL NUMBER 06 30 00 0 7 0148 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 0 Application desc Surveillance System Owner Contractor RESULTS CLALLAM TRANSIT SYSTEM HI TECH SECURITY INC 830 LAURIDSEN BLVD 723 E FRONT ST SERVICE PORT ANGELES WA 98363 PORT ANGELES WA 98362 ROUGH IN (360) 452 2727 Permit ELECTRICAL ALTER COMMERCIAL Additional desc COMMENTS Permit pin number 155176 Permit Fee 75 00 Plan Check Fee 00 Issue Date 10/16/09 Valuation 0 Expiration Date 4/14/10 Qty Unit Charge Per Extension 1 00 75 0000 ECH EL LIMITED 1ST 1500 SQ FT 75 00 Fee summary Charged Paid Credited Due Permit Fee Total 75 00 75 00 00 00 Plan Check Total 00 00 00 00 Grand Total 75 00 75 00 00 00 INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE ROUGH IN iL,6i FINAL COMMENTS Signature of owner or Electrical Contractor X Date FROM HI -TECH ELECTRONICS FAX NO. 360 452 8560 Oct. 14 2009 04 35PM P11 RECEIVED City of Port Angeles Permit Application 6utlding DMslordElecttical Inspections 321 East Fft Stroat P.O, Bax 1150 Port Angeles Washington, 98362 Ph: (360) 417.41735 fax: (360) 4174111 Cate: It 19 r 7.o (01, — 1 $ 2 Single Family Dwelling -tt.Mulh-Fanaly or Commercial' Commercial Addition I Alteration I Remodel 1 Repave OCT 15 2009 ELECTRICAL INSPECTIONS Plan Review May Be Required, Please Complete Electrical Plan Review lntorrmlion Shoat Job Address' 11 'S` ST Building Square Footage: — - Description of above" t� v''ter.ty V i Owner Information Contractor Information Name: CkOLIL14-tri+ "i%t+r- tT- Name. 'Hi Teach Security Inc Mailing Address: 856 W . LQ> Yx%,t6 & AJ Mailing Address: X23 East Front St City-glogcr-i_'i<5`tLa1 StdtE. w+4 Zyp; �� 3G City Po t Angeles StaC9: 'r%A Zip: 98362' Phone: 441 - 4455 L- Z45'1 t Phone: 360-452 2727 tif,-- 95(.D License #IExp. License#/Exp, 14ITECTS95SRS - Unit Charoe t Total (Qty MuiGptiec bti UnitCharoe) 5 93.15 S ServicetFeeder 200 Amp. $113.75 $ Servica/Feeder 201.400 Amp. 51$0.00 $ Service/Feeder401-600Amp. 5205.00 $ ServixiFaeder 601-1000 Amp, 5291,25 5 Ser&WFeeder over 1000 Amp. $ 200 S Branch Circuit W1 Service Feeder S57.50 5 BrancheiteratWl4Se<vicefeedet 5 2.00 5 Each Additional Branch Orcuit S 72.50 $ _ Temp. Service/ Feeder 200 Amp. 5 88.26 S Temp, Ser Wreader 201.400 Amp. $116.25 5 _- - Temp. ServicelFeeder 401 -SOD Amp. $13116 Temp, Servicefeeder601.1000Amp, 5 75-00 3 PffW to Portal Hourly S 69.00 $ SignFDudine Lighting 575.00 t s - , .eas'3SignalQmuivUrmtedEnergy Ccimmetrlel $ 50.00 S ._ Signal Circuit/ Umud Energy 16 2 Family Dwelling 5 50-00 $ Signal Circuit/ limited Energy Muiti-Family DW01119 S 93.75 $ Mantiactured Nome Connection S 80.90 5 Renewable Etecaicai Energy SAVA System or Less $ 8v.Y5 $ First 1300 Square Ft 5 27,50 $ Each Additional 500 Square Ft or Fortran of S 67.50 $ Each Outbulding or Detached Garage S 86.25 S Each Shimming Pool or Hot Tub 5 43.75 5 Thermostat s Total l d' Owner as defined by RC 19.28261- {2) {)waer *U occupy the structure toy two years atter tris etecoicat permit is lituiltred 12) Ownrr Is r"dred to Nie in ticctrleat contractor it above said property is for salt, rent or lease. Attar rcading the aheve statement, i hereby certify that I am the owner of the abova named property or a licensed electrieai contractor, I am making the atectrical installation of alteration in compliance with the electrical law%, N R.C, RCW. Chapter 19.28, WAC, Chapter 296.468, The C'ny o1 Port Angeles Municipal Code, and utility Specifications. Signature of owner, etectttcal contractor or electrical administrator