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BLD08-220
CIW OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT # /� — 2 2`6 DATE RECEIVED U U SCOPE OF "'' ''"OfZ : _. a`," L 07-1 �...�...�....mm............._................_..........................._....._....................._......W................................._ DATE ACTION INITIALS _....._..... ENTERED INTO CHET............�... ...... ..�._�_�..�..�..�.___........... .. . �.._ sC .......... ... ...._.. _............. _ ... ...... ._....... .__....__............ __.. � .... CHECKED FOR COMPLETENESS " ...."ct to ...... ......... F, p.. .Jig ...� I..�... �. Zo ^! 4" a"Miixi .......... ,.0 ey ITIPV� ) UJI M._............_ ._' M� 1 - ..r-r-f. ��. - . - p :..: Zoning: Setbacks OK? l� ..,, ;,: ...... ,� . "........................ ......................... Lot Size: Building Size: �w Lot Coverage: �_.._...�.. FAROK? _ .,�_ �; ��_.. � __......... .. �........................�.__....� Height OK? ........�......�.....� ......__._������..�.. ...__...� Parking OK? __.... _ ..._. _ __ . _.._ �.....��.�...�.............. Critical Area? ...... Demo? Historic Rev? �ITITITIT IT ._.... ._ ..��_..... _...._W__. Notice to Title? .._........ ...... . ...................... ....... Lots of Record? _�__.�.... B C-196Y-1-M City of Port Townsend Development Services Department BUILDING ADDRESS APPLICATION SOP6&-631 ,PORT 'o Pa SAc r AF WAS Name of Property Owner: ___ M Mailing Address: m._�.... �....._-. _...� Telephone: "" Z ..! __..—...... _ ......_.__...... Property is located in: Block(s): _%-(/? ....._ Lot(s):%T_ ..._. I'aceslAccess is ftonv Parcel Number .. .. ° ..__� building ssault Jeffers [De Domestic wla�eassigned the addressfof 1045 loth Directions to the Pro ert House) ., ilding has office space on the first floor and 4 residential units second floor. rst floor office will be addressed as: 3045 10th St.Suite 101 If this is a new ADU, has a becond floor units will beaddressed: 104510`h St. Suites20 " ` (— 09 203 and 204 Notes:�� `/r 71 HOUSE NUMBER ASSIGNED: 10 `� -5 1 U Date of Approval: %&1- For Department Use Only: Application Fee Received ($3.00, TC 2200): & mPoPo m Date: Copy to: ❑ Finance ❑ Fire Dept ❑ Post Office ❑ Sheriff ❑ Police (Lyn) ❑ GIS ❑ Public Works ❑ DSD database ❑ Assessor's Office For address changes: ❑ Qwest Address Management Center — 206-504-1534 P_\DSD\Forms\Building Forms\Application-Address Number_doc ; 6/12/06 EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 (206)780-0524 Fax (206) 780-5587 T. August 12, 2009 Project: Dove House, Port Townsend WA : Bill Green Permit # BLU 08-220 Firm: Lindberg & Smith From: Ed Jonson __ _._............................ ... . _....._.____w_....._.........�. No. of pages 1 (including cover) Per your request I have visited the building site 8/11/09 for structural observation for general conformance to the construction documents. Some walls have building paper already installed and ceiling of main floor sheet rock was already in place so observation in those areas not possible The following deficiencies were identified and to the best of my knowledge have not been resolved: 1. Squash blocks required at joist bearing in section B sheet S5 not installed. Optional remedy, provide 2x4 squash block at joist and blocking centered below all bearing points of headers above. Interior shear wall between roof and upper floor not installed. Shear wall required to be connected to roof drag truss per section F sheet S6. Interior hold down (HD #3) for missing shear not installed, required exterior hold down (HD #2) not verified due to building paper in place. Required STC clips (per structural notes Roof Trusses) between roof trusses and perpendicular non -bearing stud walls not installed. Existing connection between trusses and perpendicular non -bearing walls 16d toenails not recommended. Section D sheet S6, OSB panel between top of wall and blocking located at roof sheathing not installed. Contractor waiting for mechanical. o Detail 3 sheet S6, HDU2 hold down at post base missing. Optional remedy MSTC28 vertical strap between post and studs below provided post is sandwiched between joists as noted in Detail 3 sheet S6. Detail �2 sheet S6, dabble L90 clips at joist / Blocking not installed. Optional remedy double L90 clips entered on hand rail post and cane joist each side (if handrail to double ring board. �r I Hold dowit type I HD #4 along cast wall at lound ation, connection between pony wall and studs above main floor not installed. HD #4 connection at stem wall not verified. Optional remedy for connection between pony wall and studs above main floor, MSTC 40 strap with 18-16d sinkers each end. Strap must be installed to common pony wall studs of HD #4. If you have any questions please call. Thank you. Sincerely, Edward Jonson and Associates, P.S, Edward Jonson P.E. President MY OF in RT "I,0IMSENil (.M) A R C H I T E C T S July 30, 2009 Mr. Fred Slota Port Townsend Building Department Port Townsend, WA 98368 Re: Dove House Ceiling Assembly '6LP0 6 - Z 7-O Dear Fred, During your site inspection last week you requested from the contractor clarification about the ceiling assembly at the first floor. A note on sheet A-4.0 calls for the ceiling to be a 1-hour assembly and lists the assembly per IBC Table 720.1, 23. That note was added to the section drawing early in the project and when the code review was completed, it turned out that there is no separation required between floors. We left the assembly as noted primarily for sound control between floors. However, after discussion with the contractor, we could see no advantage to adding the lx4 to the bottom of the joists. The contractor was directed to delete the lx4 from the ceiling assembly but all other components listed were to be installed. If you have further questions, please call. Sincerely, LINDBERG & SMITH ARCHITECTS Bill Green 319 south peabody suite b / port angeles wa 98362 / 360.452.6116 fax 360.452.7064 email contact@lindarch.com / www.lindarch.com VoRr CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00prn THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: PERMIT NUMBER: .. ... SITE ADDRESS: .. ... vi c A111"', CONTACT PERSON: PHONE: TYPE OF INSPECTION: F ................. . . . . . . . ...... . ...... . ... . . ................... aL ................ . . . ........................ ...... . . . . . . ....... .. % Jo 0 APPROVED 0 APPROVED WITH 0 NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector i,' LL' Date Acknowledgement Date Approved plans and permit card must be on -site and available at time of inspection. A re- inspection fee may be assessed if i work is not ready for inspection. ORT `"`„ CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT Xµ. INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY„ �w DATE OF INSPECTION: PERMIT NUMBER: "' Z, �..- m... SITE ADDRESS: ". .,...... CONTACT PERSON: PHONE: w TYPE OF INSPECTION: " '� l'PR4) ED) ❑ APPROVED WITH ❑ NOT APPROVED m CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection p oce in . , 0 ,,,,,,=. ..... . -Date—_" ....... Inspector """� �� Acknowledgement Date Approved plans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. July 14, 2009 Mr. Fred Slota Port Townsend Building Department Port Townsend, WA 98368 Re: Bove House Held down bolts Dear Fred, At your request, I have investigated the substitution of hold-down bolts at the Shear Wall #4 locations on the Dove House foundation. The contractor substituted the specified Simpson SSTB14 bolts with a KCAB16 bolt manufactured by KC Metals. After reviewing the engineering evaluation reports and product data from KC Metals and discussing the data with our structural engineer, we find that the KCAB 16 bolt meets or exceeds the Simpson product in every category. We are comfortable with the bolts that were installed in the project. If you have further questions, please call. Sincerely, LINDBERG & SMITH ARCHITECTS Bill Green �'� . . . . . . . .... . . .............. 2 2 E" .a 319 south peabody suite b / port angeles wa 98362 / 360.452.6116 fax 360.452.7064 email contact@lindarch.com / www.lindarch.com 'PORT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: PERMIT NUMBER: 0 SITE ADDRESS: 2 CONTACT PERSON: PHONE: El APPROVED,,) 11 APPROVED WITH 0 NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspe Date ctor Acknowledgement Date Approved plans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. 'PORT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT �-' INSPECTION REPORT !` CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: -sE IT NU ..... SITE ADDRESS: _ CONTACT PERSON: ` e) Z'N PHONE: TYPE OF INSPECTION• O.,APPROVED..w.,µ.. Y ❑APPROVED WITH CORRECTIONS _ Ok to proceed. Corrections will be checked at next inspection Inspector ....�°! Date Acknowledgenien Date ❑ NOT APPROVED Call for re -inspection before proceetlin, Approved plans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready far inspection. CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INNSPCTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION1. PERMIT NUMBER: �1'� D P " c 2 SITE ADDRESS:°�- CONTACT PERSON: I PHONE: TYPE OF INSPECTION ' F- y*µ. ❑ APPROVED .. V ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector _ i (41 i Lo v�_ Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. Approvedplans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. 'PORT ro, CITE' OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: ) f PERMIT NUMBER: , SITE ADDRESS: CONTACT PERSON: _7�u� —PHONE: 25-3 _' 6 66 qq3N TYPE OF INSPECTION: U APPROVED � ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be "°" ckeel at next inspection Inspector_ .... ��._�... ...,_.. Date Y ,cknowledge[TI.e111 _ Date ❑ NOT APPROVED Call for re -inspection before proceeding. Approved plans and permit card must be on -site and available at time of'inspection. A re -inspection fee may be assessed if work is not ready for inspection. 7 w �ui mN zg vi w O f �z 0 �L4 �a za Qm co) W� N� z�0 IL 5W �o J G ZW 5CL W Oto z� �Zd xad �Ru O0 0 LL z� OO G ,ww a aco Q J U m Ow 7 h 0 O of Ct wa NF a�Z px, a V N W Om a 0 N O O W a G G w m N S2 N 0 G J GO O z W LL M 0 N O M LtL O z J w W z Q z O v W 3 0 z W O v W a n a CO) z z O W V z W z a J z r z W O L) Y 3 z 0 u w IL N z Q G � ai z N Q 1 00 ZO L oaf 0 Vo wo J M� O O Z � IL aa (p Z W g v� W CO W OI O CY wl Thomas L. Aumock Consulting Fire Code Inspector 2303 Hendricks Street, Port Townsend, WA 98368 (360) 385-3938 Email: taaLlmock &c 11 le-,pted.com Cell: (360) 643-0272 PLAN REVIEW MEMORANDUM To: Scottie Foster, City of Port Townsend Development Services Department Fr: Thomas Aumock, Consulting Fire Code Inspector, East Jefferson Fire & lcscu r� Dt: 30 April 2009 Re: BLD080-220, Dove House, 106` & Cleveland Streets Cc: None As consulting Fire Code Inspector, I have been asked to elaborate on the fire detection system and automatic fire sprinkler system detail plans and specifications that are to be deferred submittals for this project An automatic fire suppression system (sprinklers) is required throughout the structure under I.F.C. Section 903.2.7, and if an NFPA 13R system is to be installed in the residential upper floor of the proposal, the system shall also cover the attic space[s]. Based upon the special type of residential occupancy proposed, the proposed fire detection system shall include: 1. A.D.A audio-visual provided for at least one [1] unit. Individuals may have audio and/or visual impairments and thus need additional notification appliances. 2. Manual pull -stations are an owner option. 3. The key -box unit shall be tied to the building security system. 4. The exterior elevator lobby is to be provided automatic smoke and fire detection, and may be a heat -type detection device. 5. Smoke alarm devices in the residential units, as noted in my 12 December 2008 formal plan review, are allowed to be independent of the any formal fire alarm system, and such devices are to include an integral alarm notification device. 6. The proposed formal fire alarm system shall be inter -tied with the building's automatic sprinkler system and an exterior notification appliance shall be provided. CADoemnents and Settings\Tom\My Documents\Business\City ContraetTlan Review & Correspondence\BLD 2008\BLD08-220 Dove House Detection Systems doc 4/30/09 Thomas L. Aumock Consulting Fire Code Inspector 2303 Hendricks Street, Port Townsend, WA 98368 (360) 385-3938 Email: tau nrcae.Ccahl,ptdcrm1 Cell: (360) 643-0272 PLAN REVIEW MEMORANDUM To: Scottie Foster, City of Port Townsend Development Services Department Fr: Thomas Aumock, Consulting Fire Code Inspector, East Jefferson Fire & Rescr e,,. Dt: 12 December 2008 Re: BLD080-220, Dove House, I Oh & Cleveland Streets Cc: None This consulting Fire Code Inspector is in receipt of the above -referenced permit application for a two story building with offices on the first floor and residential occupancy on the second floor. The above -reference proposal was reviewed by this plans examiner with the International Fire Code [I.F.C.], 2006 Edition and Washington State Amendments. It is understood that automatic sprinkler system, and fire detection system detail plans and specifications are deferred submittals. Findino, &. Determinations: 1. The proposal was reviewed as a two-story mixed occupancy structure with a total of 7,824 square feet, with a Group R-2 second -floor occupancy, with Group B first floor occupancy. Both floors have a Type V-B construction classification; and, 2 Addressing for the proposal shall be consistent with fi i�mmty ]ml� g� r wlmmo n exJ Munial alCode standard for size, and be in a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background [I.F.C. Section 505], and; 3. Key box access to or within the subject structure for emergency services delivery is an owner option. Application forms for the key box can be obtained through the administrative office of East Jefferson Fire & Rescue, 40 Seton Road, Port Townsend, with phone 360-385-2626. 4. Road access from loth and Cleveland Streets and is found to be consistent with Section 503 and Appendix D fire apparatus access road design standards. 5. Access to building openings is designed consistent with the I.F.C. Section 504 which requires an approved access walkway leading from fire apparatus access road(s) to exterior openings that are required by the Fire Code or Building Code, and; 6. An automatic fire suppression system (sprinklers) is required throughout the structure under I.F.C. Section 903.2.7, and; a. The automatic fire sprinkler system shall be designed, installed, and certified by a licensed technician (W.A.C. 212-80) using the design provisions of NFPA 13 and 13R, and; b. A complete set of as -built drawings of the system shall be filed on -site in a formal plans box in the control room, submitted on a 24 x 36 inch maximum format, and; c. Specific reference to the fire department connection location and specifications shall be submitted and approved by the City of Port Townsend prior to installation, and; d. Enclosed egress stairways will be subject to sprinkler protection, and, e. The deck is subject to sprinkler protection from I.F.C. Section 903.3.1.2.1, and N.F.P.A. 13, and; CADocuments and SettingsUom\My DOe nlentsTusiness\City ContractTlan Review & Correspondenee\BLD 2008\BLD08-220 Dove House.docl2/12/08 The backflow prevention device shall be approved for installation by the City of Port Townsend prior to installation, and; g. A sprinkler flow bell is required, or electronic equivalent, and; h. All ground work on the fire service underground system is to be conducted by a licensed contractor with a current Level U certification, with credentials submitted with deferred plan submittal, and; i. A separate "Fire Protection Permit" is required for this deferred submittal, from the City of Port Townsend. 7. Single- and multiple -station smoke detection is required for the second floor residential occupancy under IFC Section 907.2.10.1.2: a. On the ceiling or wall outside of each separate sleeping area in the immediate vicinity of bedrooms, b. In each room used for sleeping purposes c. The manufacturer's area coverage specifications shall dictate the number and location of devices to be provided. d. A separate "Fire Protection Permit" is required for this deferred submittal, from the City of Port Townsend. Manufacturer specification sheets are required with the permit submittal, including battery calculations where applicable, for owner additions to the scope of the system. e. A separate permit is required from the Washington State Department of Labor & Industries. 8. Fire extinguisher sizing and placement shall meet or exceed IFC Section 906 and NFPA Standard 10, which normally requires a 2-A:10-B:C minimum rated fire extinguisher at the exit(s) and in the corridor; and, 9. Fire flow and fire hydrant review for this proposal is derived from the requirements of the City of Port Townsend Engineering Design Standards, Section 903.2 and Appendix B and C of the I. F. C., and applying the maximum spacing rules for mixed use, multi -family, and commercial areas as defined by this project. It is this plans examiner's finding that existing fire hydrants at 10th & Cleveland Streets and 9th & Cleveland Streets meet the required fire flow, and meet the proximity requirements of Code, when combined with the installation of the automatic fire sprinkler system, and ; 10. During construction, the proposal is subject to general precautions against fire provisions of Chapter 14 of the I.F.C. and related sections, and; Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to this proposal. 1.5 hours time was logged in the review and reporting for this proposal. It is the recommendation of this consulting fire code inspector that the proposal be approved subject to the aforesaid requirements of the International Fire Code. C:06cuments and Settings\Tom\My Documents\Business\City Cont act\Plan Review & Correspondence\BLD 2008\BLD08-220 Dove House.docl2/12/08 ESCROW/BOND Requirement Owner/Applicant Permit # Mailing AddressCitv State :/i Location/Site Address Legal Description Name of Project Requirements to Bond 1. 3. 4. 5. SUBMIT A CONTRACTOR'S BID FOR THE REQUIREMENTS YET TO BE COMPLETED, ALONG WITH A BOND OR CHECK IN THE AMOUNT OF 120% OF THE BID FOR THE BENEFIT OF THE CITY OF PORT TOWNSEND. ROND/ESCROW MAYBE RELEASED IN 1"OR 130NS AS WORK.IS COMPLETE D,. INSPECTED AND ACCEPTED BY THE CITY. SUBMIT A REQUEST FOR RELEASE OF BOND WHEN APPROPRIATE. Signature M pp Date /r17 1/ Print Name +1` Date Bid Received i ''A Date Bond/Escrow Received 1 2� 1,1161 f 9 Amount of Bid $ ""� 1'lu -2 �/ q TOTAL Bid Accepted by Date Forwarded check to Finance Comments /f2data/forms/bond.escrow.requirement (5/12/05) Date RELEASE REQUEST ESCROW/BOND 2,W O. C� Owner/Applicant Permit # Location/Site Address b Legal Description Name of Project Requirements of Bond (See attached Re(juirements) Items Completed 1. 2. 3. 4. 5. Requesting Release of $ Signature- � � �3f'tklree m� Print Name Mailing Address City 1� seOnIV Tbae com feted improvements have been inspected and approved by Ci Staff Original Amount $ Amount BeingReleased $ Remaining Balance Comments DSD Inspector, To Finance for Release of Funds By f2data/formsUnd.escrow.release (5112/05) Date Date 311 Sot Fe bo i � aiW ID NJ t AngelOS, WA 98362 F t axe (360) -6116 Fwi (360) 452-7064 BA— IFE: TO FM vr: F.A1: Nt 260 K is Point Drive Suite ,"vi POIt i'ownsen , WA 98368 Phone (360) 385-6730 (No F-T. Fax) 10/30/20 9 09:42 FAX 280 452 2405 ai a" . OPT TO: GI red Atl w M ----------------- ,We t1o7ikgUfbr'.� RAINBOW SWEEPERS 14001/001 40 . I Striping - Bid or Mir1l12m(inl , . Layout and atdpe, per print, as discussed,F L� Fiaggers Sales Tax DEC 1 7 2009 CITY OF PORT TOWNSZ40 DSO 670-M 676;00 2,50.00 250.00 8.40% 77.28 Check 01 It our we#site at www.rainbowsweepem.nati If accef ttng terms of this proposal please initial, sign -and da fax or n ail. Tnank you fnr the o RFQrtuni#y tQ bid your project! , tom' and return the original by WO Propoa 0 henaby to furnish matariaf and labor, c>Qm ! rg ' u1 P 9 sT r � dons. for the sun, of, FoymerriaT be r ade as deli-tlr�s: ""�"..,® ,�-'.."µ ":' " w 1311led and Due.UPOn CaITtpletion_ Net dollero {$ $997.2$ _t5 2% late ch, Me will be assessed on balances nor paid by dui .` . -. _ 3tO_ ` charge for Visa/Mc ' AN —twW tR war i amp AU 1,rar to A Wa Vlo art a l n aitere a dam rmrrt der payrnents» e �ro Yi Aud,oriza3d" dww r am �a tM'1 a�aw 14i t,afha.zo nfi aadram signett�a dalaYs t+e:yont! our ca i' wce kws are n wy � Q717M wp�rl Rain "� € ur r. Note! This l may b withdrawn ay us if rrcr Acr4eptanci i of Proposal --The, tom' within �.5 ab� us, s lttlohs are 9afiafaot( y and are ha rapt' P O an$ dhd can- nU ate aulhnrixsd td da NQ 4t as, SS 98tPea MwMe". Payma3nt 6 ill be mode as aWUmdabove )Rto Of AoXp4yna 81911ahare 0 - - Tcj: A 1I.-Gftn 3 9 6- Nab.ody'St P art -Angeles. WA 08V2. E.IdAciptip.n. Replace elMlordwr and fram ,Sours Number 4ff DAW.- 102'Iffio" Jobr U4.435 Qov0. Houtz Mm"e- #bpRiM iP00rftp*I Gig "A,40r,WA-6M5 PK 63) ks.�53.6 . NE c EJ WE IDEC 1 7 2009 D CITY OF PORT TOWNSEMD DSD Miai Y. please.011D 001fid qgrwf s fi�dforW w pesn Remo �6abvatordd6rsndlrame-, dispose offtMej fttO7'e_-06 ,of I—ortt'.f- :P,r I newdo6f Uoma. Dde§11otinclu, # shwit rv*tepul am are a 3�dj,n�t,4 d" ror,,Arjyf vviucoved6i rfpaji,' DOW. Mn Steel [ Dw5 &.Fcomcs F'inl5h ppimtryLaW -WA13EI YQAM P,S(nls G 1pQa0*& CIO - 2111 g- ,srlpen ElioT.1 FIZA"Ic-, I - wA]t7Aj(;:0 The s Mdule is,NaI.-af(pd6d'.1by thjp.qhjr0e.- 'If You lihvb any �votinrisj pWft ipnjapt ini Sarr tied by., key Wcoanzyk Cc: C&j,Iidctdes -Pub!IqWk,� Meld 'U'V60090401i pro it App oVeo F)p 0010.0 ode-00 $1,69iJ6 -tXia $1,7 17.1 ff ibbo% SIfl.tl 'rotal; Page, 1 of 1 DOVE HOUSF. DUMPSTER SCREEN The cost for the dumpster screen is included in the &nce contractor's total bid price of $3,500 but is not broken out specifically. An estimate of $500 for this 7' section of fence is a generous amount. It is probable that the durrpster screen will be installed before the owner moves in to the building. n17 CITY OF PORT TOWNSEND DSD KITSAP BANK 800-263-5537 w ,kltsapbank com DOMESTIC VIOLENCE / SEXUAL ASSAULT PROGRAM OF JEFFERSON COUNTY PaO. BOX 743 (360) 385- 91 PORT TOWNSi IL268 PAY TO THE ORDER OF 1 IEIAO C7�—�V-ok "I AU"THORIA" WN ARE 1100 1, SO, 9 30 l:L2SLO2906'wm 2900O1,.ql&lll$ 1.50913 98-290/1251 29 DOLLARS 15093 City of Port Townsend Development eve pment Services Department ;'q,')rr-e"ct'1'o.'j1 Notice PERMIT NUMBER�� OWNER JOB LOCATIONs� G � � . L' Inspection of this structure has found the following violations: You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. � Date o,.r" � � v � � t _ ._..u_ Inspector �,�,�,�� �?m DSD Main Office (360) 379-5095 INSPECTION REQUEST 360 385( ) -229 2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE VORT r° City of Port Townsend Development Services Department 250 Madison Street, Suite 3 ' Port Townsend WA 98368 (360) 379-5095 Fax (360) 344-4619 cays) tt,mtt TEMPORARY CERTIFICATE OF OCCUPANCY December 23, 2009 Permit Numbers: BLD08-220 SDP08-039 Owner: Domestic Violence / Sexual Assault of Jefferson County Address: 1045 loth Street Location: Port Townsend, WA 98368 Building Use: Business Office and Residential Use Completion Date: February 17, 2010 The above -referenced building or portion complies with the applicable requirements of the Port Townsend Municipal Code (PTMC) 16.04, has passed all required inspections and may be used and occupied prior to the completion and final inspection without substantial hazard, and is hereby granted this Temporary Certificate of Occupancy, provided substantial progress is being made toward completion and final inspection is passed by the date entered above. This certificate of occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official. Approved: _ ,�pr �'�&C Fred Slota, Building Official Remaining items for Final Occupancy: Date: I A -1 3 09 1. Striping of loth Street R.O.W. (Public Works) 2. Installation of steel door frame at elevator. (Building) 3. Dumpster screen fencing. (Planning) THIS TEMPORARY USE IS FOR THE FIRST FLOOR ONLY. IF ANY OTHER PORTION OF BUILDING IS USED PRIOR TO FINAL OCCUPANCY THIS TEMPORARY USE CERTIFICATE WILL BE REVOKED. " go RIT ?,o CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. 09 9 IrN _PERMIT NUMBER: 21<0 DATE OF INSPECTION: SITE ADDRESS: CONTACT PERSON: PHONE: _7 14W�"""712-v TYPE OF INSPECTION 1' z: Z_ APPROVED 0 APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector Acknowledge men t Date Date 0 NOT APPROVED Call for re -inspection before proceeding. Approved plans and permit card must be on -site and available at time of'inspection. A re- inspection fee may be assessed if work is not ready for inspection. CITE' OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT eL INSPECTION REPORT nCALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTCON I ALL B)(3 00'i'M I+RIDAY. DATE OF INSPECTION: PERMIT NUMBER: Ai li c a P"... SITE ADDRESS: 4 CONTACT PERSON: TYPE OF INSPECTION: N. PHONE: ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will.'ii,r.aa,etian checked at next inspection prvy Inspector ............ _ _"➢.o ,"_. Date Acknowledgement Date ceedhi . 191r) Approvedplans andpermit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. ° CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT TWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPEC"I,'ION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. 06 DATE OF INSPECTION: PERMIT NU _„ MBER: � SITE ADDRESS: l0q.45— CONTACT PERSON: PHONE: TYPE OF INSPECTION: — 61 LA ------- d/0-1-N1111 �142 .. ir�La ❑ APPROVED" ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be - checked at next inspection Inspector .. �. ..Y .._..- 1....... Date Acknowled eme ...._—w-...... Date ❑ NOT APPROVED Call for re -inspection before proceeding. Approved plans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. V014T 0 CITE' OF PORT TOWNSEND ' DEVELOPMENT SERVICES DEPARTMENT `A,INSPECTION REPORT a CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE I'N ''P'E'( "1"I'ON. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. 01 DATE OF INSPECTION. PERMIT NUMBER: SITE ADDRESS: CONTACT PERSON: TYPE OF INSPECTION: M ❑ APPROVED ° ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector �. �a - Date Acknowledgement Date PHONE: ❑ NOT APPROVED Call for re -inspection before proceed' . Approved plans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: "Jo t PERMIT NUMBER: WN 0 SITE ADDRESS: CONTACT PERSON: PHONE: re TYPE OF INSPECTION w „ ,,, I ❑ APPROVED ❑ APPROVED WITH „µm CORRECTIONS Ok to proceed. Corrections will be p checked at next inspection Inspector V• ) " °°°° Date Acknowledge ment Date ❑ NOT APPROVED Call for re -inspection before proc eding. .. Approvedplans andpermit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. V,09T ro CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION_PERMIT NUMBER: 22-c SITE ® CONTACT PERSON: rr-, PHONE: A TYPE OF INSPECTION: �. ( APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector _ iww_ _ ..... m._....Date cffwlecenae�t Date Approved plans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: �tµ " PERMIT NUMBER: 1�---� ©C� 220 I 1. SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF INSPECTION ❑ APPROVED ❑ APPROVED WITH CORRECTIONS °""" Ok to proceed. Corrections will be checked at next inspection Inspector ....... �...._.,� Lod Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. Approved plans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. �IL_L QkMFjU z�2�"�__6116 CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: PERMIT NUMBER: Of SITE ADDRESS: _4L CONTACT PERSON: TYPE OF INSPECTION: 1) K, ( �.'114AL)K 1, N .......... r 0 APPROVED [I APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be PHONE: 0 NOT APPROVED Call for re -inspection before checked at next inspection proceeding. 0 Inspector .. Date is Acknowledgement Date Approved plans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. 0:81 All NEMB I JL 0., Certified Test, Adjust and Balance Report Project: Dove House - DVSA Program Service Center Address: 10th & Cleveland Streets Port Townsend, WA 98368 Engineer: Sound Mechanical Consulting Mechanical Contractor: Air Flo Heating Co. Address: 221 West Cedar Street Sequim, WA 98382 TAB Supervisor: Dustin Polly N'EBB Certification: 3000 Date: ....... . ..... ... . . ... C7 CITY 0[: If'(IRT 10VASEND DO P.O. Box 86 - Issaquah, Washington 98027 - (425) 313-0172 - Fax (425) 313-5735 1 of 13 PROJECT: ADDRESS: CERTIFICATION Dove House - DVSA Program Service Center Port Townsend, WA me THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL. STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCES,_ ARE NOTED IN THE TEST -ADJUST -BALANCE REPORT PROJECT SUMMARY. NEBB TAB FIRM: AIRTEST CO,, INC,. REG. NO. 3000 CERTIFIED BY: Dustin Polly DATE: %2 !'L/-ZogeI SUBMITTED & CERTIFIED BY: NEBB TAB FIRM- AIRTEST CO., INC, TAB SUPERVISOR: Dustin Polly REG. NO. 3000 SIGNATURE. CERTIFICATION EXPIRATION DATE: March 31, 2011 P.O. Box 86 • Issaquah, Washington 98027 • (425) 313-0172 • Fax (425) 313-5735 2of13 Q �I W W z 3of13 I 0 a 0 E z 4of13 Co.,AIRTEST Inc. Calibration Report PROJECT: Dove House DVSA Program Service Center LOCATION: Pt. Townsend, WA PROJECT #: 09-3043-1 DATE: 11 /23/2009 TECHNICIAN: Dustin Polly C PACER DA400 / 1014074 Velocity Nov-09 9/09 Alnor Balometer 6461 / 70634370 CFM Nov-09 9/09 Alnor EBT-720 / 90634004 Pressure Nov-09 9/09 SHIMPO DT207L-S12 / D07BB0023 RPM Nov-09 9/09 VOM, Fluke T5-600 / 95390345 Electrical Nov-09 9/09 Cooper, SH44A / 111907021 Temperature Nov-09 9/09 Alnor HM670 / 70748151 Hydronics Nov-09 9/09 ADJ = Adjustable Fan Speed LD x = Linear Diffuser where "x" is number of slats CD = Ceiling Diffuser N/A = Not Available CFM = Cubic Feet per Minute NI = Not Installed D/A = VAV Inlet Dimension in Inches NR = Not Required DD = Design Data NPSH = Net Positive Suction Head EG = Exhaust Grille RG = Return Grille E.S.P. = External Static Pressure RPM = Revolutions per Minute F/C = VAV Calibration Factor SF = Motor Service Factor FCD = Field Collected Data S.P. = Static Pressure FG = Floor Grille SWG = Side Wall Grille FLA = Motor Full Load Amps T.S.P. = Total Static Pressure GPM = Gallons per Minute VAR = Variable Fan Speed H'P = Horsepower Hz = Hertz In. Hg. = Inches Mercury in. w.g. = Inches Water Gauge LD = Linear Diffuser 5of13 AIRTEST Co., Feat Pump Report PROJECT: Dove House DVSA Program Service Center DATE: 11/23/2009 LOCATION: Port Townsend, WA CONTACT: Dustin Polly PROJECT #: 09-3043-1 SYSTEM/UNIT: FC-1 Tested By: Dustin Polly AREA: West Side Test Date: November 23, 2009 Unit Location Mechanical Room 109 FC-1 / Fan Unit Manufacturer Trane Motor Manufacturer G.E. Unit Model Number 4TEC3F60B1000AA Motor HP 1 HP Unit Serial Number 9283PN02V Motor RPM 1050 RPM Unit Serves West Side Motor Rated Volts 208 - 230 Volts Fain Motor Phase 1 Fan Type / Class FC Motor Hertz 60 Hz Motor FL Amps 7.6 Amps External SP Design 0.5 in. wc. SP Inlet Actual -0.22 in. wc. FC-1 I Fan SP Outlet Actual 0.09 in. wc. Drive Type Direct Drive External SP Actual 0.31 in. wc. 'Fan Fan RPM Actual High RPM Motor RPM Actual High RPM FC-1 I Fan TSP Design 0.50 in. wc. Inlet SP -0.22 in. wc. Discharge SP 0.09 in. wc. Ext SP Act 0.31 in. wc. Tot GRD CFM Des. 2060 CFM Tot GRD CFM Act 1795 CFM Design Return Air CFM 1660 CFM Actual Return Air CFM 1453 CFM Design OSA CFM 400 CFM Actual OSA CFM 342 CFM Filter Manufacturer Columbia Filter Type Pleated Filter Quantity 1 Filter Size 18x20x2 Aiitest Co Inc 6of13 AIRTEST Col., Inc., Meat Pump Report PROJECT: Dove House DVSA Program Service Center LOCATION: Port Townsend, WA PROJECT M 09-3043-1 SYSTEMA MIT.• FC-1 (Cont) AREA: West Side FC-1 Supply Outlet Summary DATE: 11 /23/2009 CONTACT: Dustin Polly Tested By: Dustin Polly Test Date: November 23, 2009 000tro s Supply-01 Reception 103 FG -12x4 50 45 90.00 Supply-02 Waiting 104 FG 12x4 100 90 90.00 Supply-03 Reception 103 FG 12x4 50 40 80.00 Supply-04 Entry 101 FG 16x6 200 180 90.00 Supply-05 Entry 101 FG 16x6 200 180 90.00 Supply-06 Play area 102 FG 12x4 100 85 85.00 Supply-07 Advocate 110 FG 16x6 200 180 90.00 Supply-08 Advocate 112 FG 16x6 200 180 90.00 Supply-09 Advocate 114 FG 16x6 200 170 1, 85.00 Supply-10 Advocate 116 FG 16x6 200 175 87.50 Supply-11 Business Manager 118 FG 16x6 200 170 85.00 Supply-12 Hallway 124 FG 12x4 80 70 87.50 Supply-13 Exec. Director 123 FG 12x6 140 115 82.14 Supply-14 Exec. Director 123 FG 12x6 1 140 115 82.14 1 „ �„ * Notes FC-1 23-Nov-09 Dustin Polly Not able to get amps and volts, no service disconnect. Airtest Co Inc 7of13 A1Y S / 1 Co., Heat Pump Report PROJECT: Dove House DVSA Program Service Center DATE: 11/23/2009 LOCATION: Port Townsend, WA CONTACT: Dustin Polly PROJECT #: 09-3043-1 SYSTEM/UNIT: FC-2 AREA: East Side Unit Location Mechanical Room 109 Unit Manufacturer Trane Unit Model Number 4TEC3F60B1000AA Unit Serial Number 93317482V Unit Serves East Side Fan Type / Class FC External SP Design 0.5 in. wc. SP Inlet Actual -0.33 in. wc. SP Outlet Actual 0.18 in. wc. External SP Actual 0.51 in. wc. Fan RPM Actual High RPM Motor RPM Actual High RPM Tested By: Dustin Polly Test Date: November 23, 2009 FC-21 Fan Motor Manufacturer G.E. Motor HP 1 HP Motor RPM 1050 RPM Motor Rated Volts 208 - 230 Volts Motor Phase 1 Motor Hertz 60 Hz Motor FL Amps 7.6 Amps 17 FC-21 Fan Drive Type Belt y�0, i"K i� 00 ;;✓ �i„ r/ , „z �,,, fs +% , ,,� C-21 Fan Inlet SP -0.33 in. wc. Discharge SP 0.18 in. wc. Ext. SP Act 0.51 in. wc. Tot GRD CFM Des. 1875 CFM Tot GRD CFM Act 1735 CFM Design Return Air CFM 1475 CFM Actual Return Air CFM 1339 CFM Design OSA CFM 400 CFM Actual OSA CFM 396 CFM FC-2 l Filter Filter Manufacturer Columbia Filter Type Pleated Filter Quantity 1 Filter Size 20x24x2 Airtest Co Inc 8of13 AIRTEST Co., Inc. Heat Pump Report PROJECT: Dove House DVSA Program Service Center LOCATION: Port Townsend, WA PROJECT #: 09-3043-1 SYSTEM/UNIT: FC-2 (Cont.) AREA: East Side FC-2 Supply Outlet Su►nrnary DATE: 11 /23/2009 CONTACT: Dustin Polly Tested By: Dustin Polly Test Date: November 23, 2009 ; �'i02-7 Supply-01 ,,, ,u , Mech Room 109 �, FG „. , 12x4 60 55 91.67 Supply-02 Records/ Work Room 107 FG 16x6 200 180 90.00 Supply-03 Women 106 FG 12x4 60 55 91.67 Supply-04 Men 105 FG 12x4 60 55 91.67 Supply-05 * Advocate 111 FG 20x6 250 230 92.00 Supply-06 * Advocate 115 FG 24x6 300 270 90.00 Supply-07 Staff Lounqe 117 FG 16x6 200 180 90.00 Supply-08 Hallway 108 FG 12x4 85 80 94.12 Supply-09 Toilet 121 FG 12x4 60 60 100.00 Supply-10 * Conf / Training 122 FG 24x6 300 265 88.33 Supply-11 Conf / Training 122 FG 24x6 300 305 101.67 ,. * Notes FC-2 23-Nov-09 Dustin Polly Not able to get amps and volts, no service disconnect. FG2 / Supply-05 23-Nov-09 Dustin Poly Room has two smaller grilles, added them together for total. FC-2 / Supply-06 23-Nov-09 Dustin Poly Room has two smaller grilles, added them together for total. FG2 / Supply-10 23-Nov-09 Dustin Poly No volume damper installed on outlet 10&11, total air in space is within design. Airtest Co Inc 9of13 AIRTEST Co, Inc. WM19 Fan Unr it Report PROJECT: Dove House DVSA Program Service Center DATE: 11/23/2009 LOCATION: Port Townsend, WA CONTACT: Dustin Polly PROJECT #: 09-3043-1 SYSTEM/UNIT: EF-1 AREA: Men 105 Unit Location Ceiling Unit Serves Men 105 Unit Manufacturer Panasonic Model Number FV-VQ3 Serial Number 905 * Notes SYSTEM/UNIT: EF-2 AREA: Women 106 Unit Location Ceiling Unit Serves Women 106 Unit Manufacturer Panasonic Model Number FV-11VQ3 Serial Number 905 * Notes SYSTEM/UNIT. EF-3 AREA: Unit Location Ceiling Unit Serves Server Room 108 Unit Manufacturer Panasonic Model Number FV-08VQL4 Serial Number 905 * Notes SYSTEM/UNIT: EF-4 AREA: Toilet 121 Unit Location Ceiling Unit Serves Toilet 121 Unit Manufacturer Panasonic Model Number FV-11VQ3 Serial Number 905 * Notes 17 Tested By: Dustin Polly Test Date: November 23, 2009 Tot. GIRD CFM Des. 110 CFM Tot. GIRD CFM Act 110 CFM Tested By: Dustin Polly Test Date: November 23, 2009 Tot. GIRD CFM Des. 110 CFM Tot GIRD CFM Act. 105 CFM Tested By: Dustin Polly Test Date: November 23, 2009 Tot GRD CFM Des. 70 CFM Tot GIRD CFM Act 70 CFM Tested By: Dustin Polly Test Date: November 23, 2009 �►iilr Test ba#a Tot. GIRD CFM Des. 110 CFM Tot GIRD CFM Act 105 CFM Airtest Co Inc 10 of 13 AIRTE�ST Co., Inc., N * * ',gin Unit Report PROJECT: Dove House DVSA Program Service Center DATE: 11/23/2009 LOCATION: Port Townsend, WA CONTACT: Dustin Polly PROJECT M 09-3043-1 SYSTEM/UNIT: EF-5 AREA: Staff Lounge 117 Unit Location Ceiling Unit Serves Staff Lounge 117 Unit Manufacturer Panasonic Model Number FV-08VQL4 Serial Number 810 Tested By: Dustin Polly Test Date: November 23, 2009 1N �� Tot GIRD CFM Des. 110 CFM * Notes 1=F-5 23-Nov-09 Dustin Polly No power. SYSTEMAINIT: EF-6 AREA: Janitor Unit Location Ceiling Unit Serves Janitor Unit Manufacturer Panasonic Model Number FV-11VQ3 Serial Number 905 * Notes Tested By: Dustin Polly Test Date: November 23, 2009 Tot GRID CFM Des. 110 CFM Tot GIRD CFM Act 110 CFM Airtest Co Inc 11 of 13 AIR,TEST Co. Inc. Duct Traverse PROJECT: Dove House DVSA Program Service Center DATE: 11/23/2009 LOCATION: Port Townsend, WA CONTACT: Dustin Polly PROJECT #: 09-3043-1 SYSTEM/UNIT: FC-1 OSA AREA: FC-1 OSA Type of Traverse Round Traverse Location Inlet Duct Test Instrument Used Pilot -Tube Duct Diameter 18 in. Number of Rows 2 Duct Area 1.77 sq. ft. Readings Per Row 10 Total Readings 20 NOTES: Hole 1 Tested By: Dustin Polly Test Date: November 23, 2009 Sum of Readings 3859 Average Reading (FPMI) 193 FPM Design Total Flow (CFM) 400 CFM Actual Total Flow (CFM) 342 CFM Fan RPM High Static Pressure -0.01 in. wg. Duct Traverse Data Points a x 8 Airtest Co Inc 12 of 13 AIRTEST e e Duct Traverse PROJECT: Dove House DVSA Program Service Center DATE: 11/23/2009 LOCATION: Port Townsend, WA CONTACT: Dustin Polly PROJECT #: 09-3043-1 SYSTEM/UNIT: FC-2 OSA AREA: FC-2 OSA ,bIto Traverse Location inlet Dud Type of Traverse Round Test Instrument Used Pitot-Tube Duct Diameter 18 in. Number of Rows 2 Duct Area 1.77 sq. ft. Readings Per Row 10 Total Readings 20 Tested By: Dustin Polly Test Date: November 23, 2009 Sum of Readings 4471 Average Reading (FPM) 224 FPM Design Total Flow (CFM) 400 CFM Actual Total Flow (CFM) 396 CFM Fan RPM High Static Pressure 0.02 in. wg. NOTES: Duct Traverse Data Points Hole 1 N � 1 I Airtest Co Inc 13 of 13 STRUCTURAL CALCULATIONS Dove House Port Townsend, Washington October 15, 2008 Prepared By: Edward Jonson and Associates, P.S. Consulting Structural Engineers 5990 Battle Point Drive Bainbridge Is., WA 98110 (206) 780-0524 Prepared For: Lindberg & Smith Architects 319 South Peabody Street Port Angeles, WA 98362 C� 10 10 EDWARD JONSON AND ASSOCIATEUS. ��(A�1�- Consulting Structural Engineers JOB:.,.....__. �.......--._................_. SHEET _. 5990 Northeast Battle Point Drive SUBJECT: _--...,,,.,,_..._... _...... — Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 DATE: .......m BY: rV �_(:) 1�0 CbkSr t.S VHF Vf--SlrJ)e t--A 0 -rAr. -L , �00 GYM 4, (.-, ro .q \cam l C) V 5T D 9.0i' C-C-D J V9-4A ♦ , 1 J o,-if,/ �10 , 6f k 10' ';A 4 tI IS -Q ( 7-1 d Upper floor joist #1 b,4 WeyePh —01 11 718" TJI® 210 @ 16" O/C TJ-UsBeam®6.30810: 4:33ANumber:7003023268 I PRODUCT MEETS OR EXCEEDS THE SET DESIGN User. 2 8!4/200810:14:33 AM Pagel Engine Version:6..30..14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 36' 6. 41 Product Diagram is Conceptual, LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 25.0 Dead, 10.0 Partition SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/UpliftfTotal 1 Stud wall 5.50" 4.25" 414 / 360 / 0 / 774 2 Stud wall 3.50" 3.50" 1064 / 838 / 0 / 1902 3 Stud wall 3.50" 3.50" 620 / 231 / 0 / 850 4 Parallam PSL Beam 5.50" 4.25" 294 / 251 / 0 / 545 DESIGN CONTROLS: Maximum Design Control Result Shear (Ibs) -1082 -1004 1821 Passed (55%) Vertical Reaction (Ibs) 1902 1902 2145 Passed (89%) Moment (Ft-Lbs) -3189 -3189 3620 Passed (88%) Live Load Defl (in) 0.224 0.453 Passed (U971) Total Load Defl (in) 0.416 0.604 Passed (U523) TJPro 45 45 Passed Detail Other End, Rim 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® Intermediate 1 Ply 11 7/8" TJI® 210 Intermediate 1 Ply 11 7/8" TJI® 210 End, Rim 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® Location Rt. end Span 1 under Floor ADJACENT span loading Bearing 2 under Floor ADJACENT span loading MID Span 2 under Floor ADJACENT span loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Span 1 -Deflection Criteria: Specified(LL:U480,TL:U360). -iLevelG maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2". Intermediate supports, 5 1/4". -Deflection analysis is based on composite action with single layer of 3/4" TJO Performance Plus® Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at T 4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. FranneWorllksO Floor System -For complete system requirements, see iLevelG Framer's Pocket or FrameWorksG Floor System guides. Calculations are based on a system analysis; reduced performance occurs when system requirements are not followed. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelG. iLevelG warrants the sizing of its products by this software will be accomplished in accordance with iLevelG product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelG Associate. -Not all products are readily available. Check with your supplier or iLevelG technical representative for product availability. -THIS ANALYSIS FOR iLevelG PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevelG Custom product listed above. PROJECT INFORMATION: Domestic Violence OPERATOR INFORMATION: Edward Jonson and Associates Copyright O 20D7 by iLevel&, Federal Way, WA. TJ10 TJ-Beam(O and Parallam® are registered trademarks of iLevel®. e-1 JoistTM Pro'" and TJ-ProTM are trademarks of iLevel®. FrameWorksO and Performance Plus® are registered trademarks for iLevel®. C:\Documents and Settings\Ed\My Documents \JOBS\Domestic Violence Bldg\up-joist#l.sms is r; 0 Upper floor joist #2 by Weyerhaeuser 11 7/8" TJ I® 210 @ 16" o/c TkEleaUser:2„®6.3DSari:i7umber.47AM 00302326THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN User: 2 8l4/2006 10:17:47 AM Page 1 Engine Version:6.30,14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 16. G.. product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 25.0 Dead, 10.0 Partition SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift[Total 1 Stud wall 3.50" 2.25" 436 / 381 / 0 / 817 2 Parallam PSL Beam 5.50" 4.25" 444 / 389 / 0 / 833 DESIGN CONTROLS: Maximum Design Control Result Shear (Ibs) 796 -788 1655 Passed (48%) Vertical Reaction'(Ibs) 796 796 1110 Passed (72%) Moment (Ft-Lbs) 3167 3167 3620 Passed (87%) Live Load Deft (in) 0.239 0.398 Passed (L1799) Total Load Deft (in) 0.448 0.531 Passed (L/426) TJPro 50 45 Passed Detail Other End, Rim 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® End, Rim 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® Location Rt. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 -Deflection Criteria: Specified(LL:L/480,TL:L/360). -iLevelS maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2". Intermediate supports, 5 1/4". -Deflection analysis is based on composite action with single layer of 3/4" TJS Performance Plus® Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracin (Lu): All compression edges (top and bottom) must be braced at T 5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. FrameWorksaD Floor Sys -For complete system requirements, see iLevelS Framer's Pocket or FrameWorksO Floor System guides. Calculations are based on a system analysis; reduced performance occurs when system requirements are not followed. ADDITIONAL NOTES: -IM-PORTANTI The analysis presented is output from software developed by iLevelS, iLevelS warrants the sizing of its products by this software will be accomplished in accordance with fLevelID product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelS Associate. -Not all products are readily available. Check with your supplier or iLevelS technical representative for product availability. -THIS ANALYSIS FOR iLevelS PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevelS Custom product listed above. PROJECT INFORMATION:. Domestic Violence OPERATOR INFORMATION: Edward Jonson and Associates Copyright 0 �007 by iLevel®, Federal Way, WA. TJI@, TJ-BeavAp and Parallam® are registered trademarks of iLevel®. e-I Joist -,Pro'" and TJ-Pro"' are trademarks of iLevel®. FrameWorksO and Performance Plus® are registered trademarks for iLevelre}. C:\Documents and Settings\Ed\My Documents\JOBS\Domestic Violence Bldg\up-joistNl.sms EDWARD JONSON AND ASSOCIATESX..S, Consulting Structural Engineers _...... ,.-...... y „m„ ww,,,m,,,_,,, SHEET: , - JOB:.............-- 5990 Northeast Battle Point Drive SUBJECT: ...�.......�.� ..._ �� ..............—�.................� Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 DATE:____..,__,,,, . ........_____,—BY: . .... 6 -- � 0. 1; 10 v-A (7-0 + k' 9 �-L k-� t -I it- 1 EDWARD JONSON AND ASSOCIATES,P.S. Consulting Structural Engineers JOB: 5990 Northeast Battle Point Drive SUBJECT: Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 DATE: 3 aC %o&Q '-K to 0 1 W 1. 0 L--k (2S�n- 0�7 (� 0'�� bY\,\- Q Vv1 3 , 0 , �' -Z '�- (I C�' k'07 Y- �� SHEET BY: .EDWARD JONSON AND A,)SOCIATES,P.S. Consulting Structural Engineers JOB.,. ,. ..... _.._ __ SHEET: 5990 Northeast Battle Point Drive SUBJECT: Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 DATE: \ o0 rs'"�L da.3 COMPANY PROJECT WoodWqrks' Aug. 4, 2008 13:13 Column'! Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft] 1 Magnitude Unit tern Start End Start End 1 Dead Axial (EcC. = 0.00") 6000 lbs 2 Live Axial (Ecc. = 0.00") 6000 lbs 3 Snow Axial (FCC. = 0.0011) 5000 lbs MAXIMUM REACTIONS (lbs): Q7 z i %Nr;r4'"�kr f'w�R iir Maafi w M14' e" �rdf''r ''. li �y'P..0 E `N r �q 17' ro K rwr d° T i%�`in r6 wd A r' laY%!� "-;1✓ r^r r, ,a,�'rFa 'rn`d �vd a"'�r 0 d >h �� r', � < � r : a ,, ✓ 1 �rh" „tit,�a �y�„I�✓ rqwo��,-u 1; �e � ✓ awl � ar O CD 0' 10, Lumber n-ply, D.Fir-L, No.2, W", 3-Plys Self -weight of 5.88 plf included in loads; Pinned base; Loadface = width(b); Built-up fastener: nails; Ke x Lb: 1.00 x 0.00= 0.00 [ft]; Ke x Ld: 1.00 x 10.00= 10.00 [ft]; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion lAnalysis Value Design Value Analysis/Design Axial fc = 578 Fc' = 839 fC Fc' 0.69 Axial Bearing fc = 578 Fc* = 1708 fc/Fc* = 0.34 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# Fc' 1350 1.15 1.00 1.00 0.491 1.100 - - 1.00 1.00 3 Fc* 1350 1.15 1.00 1.00 - 1.100 - - 1.00 1,00 3 Axial : LC #3 = D+.75(L+S), P = 14309 lbs Kf = 1.00 (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. BUILT-UP COLUMNS: nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. km I I 100, 1st Floorjoists t:y Wycrhanu 11 718" TJ 1® 360 @ 16" o/c TJ1 Beams 6.30 Serial Number: 7003023268 User 2 814/2008 3:43:46 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED overall Dimension: 39" 2" 7. 6.. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 100.0 Live at 100 % duration, 10.0 Dead SUPPORTS: .................................... Input Bearing Vertical Reactions Width Length (Ibs) Live/Dead/Uplift/Total 1 Masonry wall with 1.50" Hanger 977 / 97 / 0 / 1074 embedded hanger 2 Stud wall 5.50" 5.50" 2507 / 195 / 0 / 2702 3 Stud wall 5.50" 5.50" 2154 / 139 / -207 / 2294 4 Stud wall 5.50" 4.25" 918 / 91 / 0 / 1009 9W 0 Product Diagram is Conceptual. Ply Depth Nailing Detail Depth N/A N/A N/A Top Mount Hanger N/A N/A N/A Intermediate N/A N/A N/A Intermediate N/A N/A N/A End, Rim Other None 1 Ply 11 7/8" TJI® 360 1 Ply 11 7/8" TJI® 360 1 Ply 1 1 /4" x 11 7/8" 0.8E TJ- Strand Rim Board® HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -1522 -1362 1876 Passed (73%) Rt. end Span 1 under Floor ADJACENT span loading Vertical Reaction (Ibs) 2702 2702 3000 Passed (90%) Bearing 2 under Floor ADJACENT span loading Moment (Ft-Lbs) -4301 -4301 6180 Passed (70%) MID Span 2 under Floor ADJACENT span loading Live Load Defl (in) 0.378 0.434 Passed (U552) MID Span 1 under Floor ALTERNATE span loading Total Load Defl (in) 0.415 0.579 Passed (U503) MID Span 1 under Floor ALTERNATE span loading TJPro 51 50 Passed Span 1 -Deflection Criteria: Specified (LL: U480,TL: U360). -iLevel® maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2". Intermediate supports, 5 1/4". -Uplift exceeds 200 Ibs for unbalanced load. -Deflection analysis is based on composite action with single layer of 3/4" TJO Performance Plus® Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. FrarneWorks t Floor S stern -For complete system requirements„ see iLevelO Framer's Pocket or FrameWorksO Floor System guides. Calculations are based on a system analysis; reduced performance occurs when system requirements are not followed. OPERATOR INFORMATION: Edward Jonson and Associates Copyright ® 2007 by iLevel@, Federal Way, WA. TJl® and TJ-HeamO are registered trademarks of iLevel@. e-1 Joist�,Pro- and TJ-Pro- are trademarks of iLevel®. FrameWorks@ and Performance Plus® are registered trademarks for iLevel®. C:\Documents and Settings\6d\My Documents\JbBS\Domestic Violence Bldg\main-joistgl.sms Edward Jonson and Associates, P.S. Consulting Structural Engineers 5990 Battle Point Drive Bainbridge Island, WA (206)-780-0524. Description : Domestic Title : Dsgnr: Project Desc.: Project Notes : Job# b Finned: 4 AUG 2006, ,:19r M -Gehot'a Unformation .....m ���:......._ ....-.Y.....�a _..:�n..�.....-...�.�.__.. _...._.... ...... Calculations per IBC 2006,...�CS.C_...2007, ...ACI 318-05 ....�..� Material Properties fc Concrete 28 day strength = 2.50 ksi Soil Design Values Allowable Soil. Bearing 1.50 ksf . Fy : Rebar Yield = 40.0 ksi Increase Bearing By Footing Weight - No Ec : Concrete Elastic Modulus = 3,122.0 pcf Soil Passive Resistance (for Sliding) 250.0 pcf 0.30 Concrete Density = 145.0 ksi Soil/Concrete Friction Coeff. (D Values Flexure = 0.90 Shear = 0.850 Increases based on footing Depth Analysis wettings Min Steel % Bending Reinf. = 00140 Reference Depth below Surface Allow. Pressure Increase per foot of depth _ 0.0 ft 0.0 ksf Min Allow % Temp Reinf. = 00180 when base footing is below = 0.0 ft Min. Overturning Safety Factor = Min. Overturning Safety Factor = 1.50 ;1 1.50 1 Increases based on footing Width AutoCalc Footing Weight as DL No Allow. Pressure Increase per foot of width 0.0 ksf 0.0 ft AutoCalc Pedestal Weight as DL No when footing is wider than Q'imefl' ion _..� ._ ..... _ ...._.. ... _. H..eW� ......_...- _ .. Width along X-X Axis - 3.50 ft Length along Z-Z Axi = 3.50 ft Footing Thicknes = 12.0 in tr Ilrr J o , dfl§° Load location offset from footing center,.. 1 ex :Along X-X Axis = 0.0 In ' ez : Along Z-Z Axis = 0.0 in Pedestal dimensions... px : Along X-X Axls, = 0.0 in pz : Along Z-Z Axis = 0.0 in Height 0.0 in Rebar Centerline to Edge of Concrete., at Top of footing = 3.0 in at Bottom of footing = 3.0 in 'Reinforcing Bars along X-X Axis Number of Burs = 5 - .-.......x Reinforcing Bar Size = # 4 Bars along Z-Z Axis Number of Bars = 5 Reinforcing Bar Sizr = # 4 Bandwidth Distribution Check (ACI 15.4.4.2) 7 7 7 ,' ' Direction Requiring Closer Separation n/a Imm l # Bars required within zone = n/a ~~° # Bars required on each side of zone n/a Applied Loads . ...... _.._.. D Lr �. _. S. .._ ...� -- E ......._. H _.... ... ....._ P : Column Load = . .. 6.0 0.0 _..- . 0.0 0.0 6,0 5.0 0.0 0,0 0.0 0.0 0.0 0.0 k 0.0 0.0 ksf OB : Overburden = .. M xx = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 k-ft_. 0 O O k-ft 0.0 0.0 k-ft M-u V-x = 0.0 0.0 0,0 0.0 0.0 0.0 0.0 k V-z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k Edward Jonson and Associates, P.S. Title: Job # ` Consulting Structural Engineers Dsgnr: L 5990 Battle Point Drive Project Desc,: Bainbridge Island, WA Project Notes (206)-780-0524. Nz;ea: a AUG 2008, :ls>W. Description : Domestic DEWN SO Tt�'MAR m� �Ratio � _..Item_.-� ... _...__...,___ ..... ...__._.._ ..__.�..-. Min. Applied Capacity Governing Load Combination PASS 0.77551 Soil Bearing 1.1633 ksf 1.50 ksf +D+0.750L+0.750S+0.5 PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.29486 Z Flexure (+X) 2.2746 k-ft 7.7143 k-ft +1.20D+0.50L+1.60S PASS 0.29486 Z Flexure (-X) 2.2746 k-ft 7.7143 k-ft +1.20D+0.50L+1.60S PASS 0.29486 X Flexure (+Z) 2.2746 k-ft 7,7143 k-ft +1.20D+0.50L+1.60S PASS 0.29486 X Flexure (-Z) 2.2746 k-ft 7,7143 k-ft +1.20D+0.50L+1.60S PASS 0.15861 1-way Shear (+X) 13.4815 psi 85.0 psi +1.20D+0.50L+1.60S PASS 0.15861 1-way Shear (-X) 13.4815 psi 85.0 psi +1.20D+0.50L+1.60S PASS 0.15861 1-way Shear (+Z) 13.4815 psi 85.0 psi +1.20D+0.50L+1.60S PASS 0.15861 1-way Shear (-Z) 13.4815 psi 85.0 psi +1.20D+0.501-+1.605 PASS 0.31345 2-way Punching 53.2868 psi 170.0 psi +1.20D+0.50L+1.60S EDWARD JONSON AND ASSOCIATESYS. Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 L T) S - r.� 01> JOB:.....*^' ._. _.._SHEET "".. SUBJECT. DATE: 1 IIsL� I? 5F BY: Job# Edward Jonson and Associates, P.S. Title Consulting Structural Engineers Dsgnr: 0, 5990 Battle Point Drive Project Desc.: Bainbridge Island, WA Project Notes: (206)-780-0524. Printed: 51d1G 21ia8, i0:C1AF,t Description : Domestic cc pa cyn of Building _ Structure : II" : All Buildings and other structures except those listed as Category I, wand IV tl��a f ACSE 7-05, Page 3, Table 11 1 Occupancy Categoryof Buildm or Other Occupancy Importance Factor - 1 ACSE 7-05, Page 116, Table 11.5-1 Ground -Motion, Usrng USGS: Database values ASCE 7 05 ..4.... Max. Ground Motions, 5 /o Damping : --__ -m Longitude =�. �.. 1.2....- _-..... .........._ �.._— � �------_. Ground .. o .... 2.792 deg West SS = 1.26698 g. 0.2 sec response Latitude = 48.107 deg North S 1 = 0.46111 g. 1.0 sec response Location: PORT TOWNSEND, WA 98368 Site tClassficationffD"Shear6n o— to�LL D Wave Velocity 600 to 1,200 fYsec = ASCE 7 05 Table 20.3-1 Site Coefficients Fa & Fv (using straight-line interpolation from table values) Maximum Considered Eartquake Acceleration Design Spectral Acceleration Seismic Design Category Fa = 1.00 Fv = 1.54 S MS = Fa ` Ss = 1.267 SMt =Fv'S1 = 0.710 S DS= S Ms 213 = 0.845 S Dt = S M1k 2l3 = 0.473 D (SDS is most severe) ASCE 7-05 Table 11.4-1 & 11.4-2 ASCE 7-05 Table 11.4-3 ASCE 7-05 Table 11.4-4 ASCE 7-05 Table 11.6-1 e 15t1 �Sf � ASCE 7-05 Table 1 .2- stems Sys Basic Seismic Force Resisting System ... Bearing WallSpecial reinforced concrete shear walls Response Modification Coefficient " R " = 5.00 Buiding height L mils : System Ovarstrength Factor " Wo' = 2.50 Category "A & B" Limit: No Limit Category"C" Lfmi't No Limit Detiecfion Amptlfi allon Factor " Cd " = 5.00 Category "D" Lima°: Limit =160 NOTE! See ASCE 7-05 for all applicable footnotes. Category "E' Limit Limit =160 Category"I'" Limit: Limit =100 dttndall fC1t ASCE 7 05 Section 12...4 Seismic Design Category of D. E, or F therefore Redundancy Factor" p " =1.3 Ll6ferl�rttre: _,.. alT roe o'ede-�......._,.._.�.:_...�n � ...�mm_ _..._..,�.- �.._....._-....�.-....r.�_. .._. _.. ASCE Sectlon1 . a Equivalent Lateral Force Procedure The 'Egucent Lateral_ Force Procedure" is beingilLsed according to the provisions of ASCE 7-0512.8 Cweterriae PrD(idfn PerIG�C) ----_-._�._._..._._...--._..._��.�........_..�..�.._ __.. .__.......-W.. �.. .... .m.,._ ........... Use ASCE 12.8-7 ...................._. Structure Type for Building Period Calculation : All Other Structural Systems " Ct " value = 0.020 " hn " : Height from base to highest level = It " x " value = 0.75 " Ta " Approximate fundemental period using Eq. 12.8-7 : Ta = Ct " (hn "x) = 0.000 sec "TL" : Long -period transition period per ASCE 7-05 Maps 22-15 > 22-20 8.000 sec Building Period " Ta " Calculated from Approximate Method selected = 0.000 sec u rr e tlnseCoeffrcient .. ..........._ 7-05 Section 1 �.- �. F. sCssnorts Period Design Spectral Responsemm_._. g P _.w.. ..... DS � _ 0.845 rom Eq. 12 8 2, Preliminary Cs 0.169 " R : Response Modification Factor = 5.00 From Eq. 12.8 3 & 12.6 4 , Cs need not exceed 0.000 " I ' : Occupancy Importance Factor _ 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than - 0.010 Cs :Seismic Response Coefficient = S Dd (RII) 0.0100 L*. 01- O O EDWARD JONSON AND ASSOCIATESYS.. Consulting Structural Engineers �...............,_.........,. SHEET:*, • JOB: 5990 Northeast Battle Point Drive SUBJECT: Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 DATE:; BY: e,� Sr .1 \"/ F-s S G9-,V) (D l (ta)- 'M\K C) 4) (-L S) Z S 00 u :'F-� L)0)2 Xq1-\b 1� ---0 - 3-S -2,;, q �,� -Tz 3�5`5 ( �3Az -L 66 L-E V9S °M1V1 WNY) Ej�) WQflrti wv�. 00,6) (`-) (0 7 1—b 62 c� �LA -, °b) (S u) r 1, 000 5 H (eo) cl-A 0) - -60 b 0 10 -A 4� kv oe�� ,NSO�.1 ASSOC �17";� . C�rsra.) Strta�ct�ra1 Z,m1zric� �rs JOB:...._ w..... SHEET 5990 Northeast Battle Point Drive SUBJECT:.... m_. �_........ a.... Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 DATE; _. �....- .w...........- BY: yz,'p G L2 9 1 ( 5oQ-r�A ko A V 4* Z>q(zW 'S .9 (�4) 4- "\Vl W\IAM C) (? 0) /7—) (D (::�9.�Y� me-7 60) 0 f7c'k) Is( z";) (L4� (to) 7- AA4 ,��""�}y,��$p(T ��yn {pp°q�{[ "@� ��y{� "[J�y {^'��� ${ � �p$t III p"M� pp'�p` @"q E A....F p�Y TW Jam..../X "Ck O �' AND »[ S JOCI S.A �.�dF.YpAaS. Corisultirig Structural Ejig lecrs JOB: ._ � ... .�........ — ._..__.._ SHEET: 5990 Northeast Battle Point Drive SUBJECT. _...... �....�...... . ..... �.... - Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 DATE: _._ .......... _. BY: Z M �'-:3z O$Y V7 -SeTpw, 09- )07— o- Q C4 10 3 Lj- L:,? _1 EDWARD JONSON AND ASSOCIATESYS. Consulting Structural Engineers JOB:,.......... m........—.�_..............� ._.................. SHEET: 5990 Northeast Battle Point Drive SUBJECT; .,..,. �,.._.— ..-_ ..._..... .m.......... ....... ......... �.- Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5 DATE: ,�...,,.,..._..--._.._.... ............. _ BY: . 0 �Jz u, E 4,4 <�"7 no 7- 0; 14 � Ge.'N 0 (D lM V1 d INP7 0) 000 -1, \0, 00 4 le'�Q 3.1 (S'01(L4O��- 30�c�z q2C'>0 .th EDWARD JONSON AND AS,OCATES,P.S. Consulting Structural Engineers SHEET: JOB: �. —.. � _.. �.A.� �. _. _ _.._� ...., �� _. �......� -. �. 5990 Northeast Battle Point Drive SUBJECT:.-......�....�.�....._�.................m.—..,........_.-._ ...._..-.... ea.�......_. Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 DATE; BY: w v7 0 ( '5) ( 1- Z) -S I q Li Z 1 �) 7- -i �- t4 ch� (I I—) (cl) (4) - 111 o S. �� 1 Consulting Structural Engineers JOB; _..._ .. _....... ..._.. .. SHEET: 5990 Northeast Battle Point Drive SUBJECT: Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 DATE:.��_�_..�...._.....�....._.................� ...� .....� �.�_..� LA CL ivy ��� to �4 �� -� s c2�1� Ci �� C`��� ✓ �L'f 80 �- l LDWARD JONSON AND A- )JCIATES,P.S.. Consulting Structural Engineers JOB: _- �...�... �...,,, SHEET AL 5990 Northeast Battle Point Drive SUBJECT rw . Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 DATE: BY: U(ZA ip G IL"- Zo 4- ► C6 -4 VL 7 '-I ''.,j = ! 9 3 T �-V �M, oor -1 � r2? $) 7 ;� 0 �) IZ C) � f- 0� /t) kL Sw ATTACHED ARE THE FOUR INVOICES FOR THE FOUR PERMITS YOU PICKED UP TODAY. THE STREET DEVELOPMENT PERMIT (SDP) INVOICE IS THE ONLY PERMIT TO SHOW A BALANCE DUE. THESE FEES ARE FOR THE SYSTEM DEVELOPMENT CHARGES (SDC'S) FOR THE WATER ($12,610) AND THE SEWER (4,196.00) AND FOR THE WATER CONNECTION ($2,000) FOR A TOTAL OF $18,806. THIS IS A CORRECTION OF THE TOTAL THAT I GAVE YOU IN MY EARLIER EMAIL. REMEMBER THAT THESE FEES ARE NOT DUE UNTIL YOU ARE READY FOR A FINAL INSPECTION ON THE BUILDING. ALSO INCLUDED IN THE AMOUNT DUE FOR THE SDP PERMIT IT A $5 TECHNOLOGY FEE THAT I FORGOT TO INCLUDE UP FRONT. THIS ALSO CAN BE PAID AT THE TIME OF FINAL INSPECTION REQUEST. WHEW! IF YOU HAVE ANY QUESTIONS, GIVE ME A CALL. SCOTTIE FOSTERV ADMINISTRATIVE ASSISTANT U" DEVELOPMENT SERVICES DEPARTMENT (360-344-3057 Pagel of 2 Scottie Foster From: Max Benson [maxb@communityframeworks.org] Sent: Thursday, April 30, 2009 11:27 AM To: Scottie Foster Subject: RE: DOVE HOUSE PERMIT FEES Thanks again Scottie! -Max From: Scottie Foster [mailto:sfoster@cityofpt.us] Sent: Thursday, April 30, 2009 11:27 AM To: Alex Angud; Samantha Trone; Francesca Franklin; SMitchell@RushCommercial.com; lindberg@olypen.com; director@dvsajeffco.org; Max Benson Subject: DOVE HOUSE PERMIT FEES The permit fees due when permits are issued for the Dove House are as follows: BLD08-220 $6,314.96 PLM08-013 $ 936.43 MEC08-072 $ 358.60 SDP08-039 $ 912.98 (due at issuance) TOTAL DUE: $8,522.97 SDP08-039 $7,457.00 FEES THAT WILL BE DUE WHEN SERVICE HOOK-UPS (WATER & SEWER) ARE REQUESTED The $8,522.97 amount MUST be paid today when the permits are picked up. The $7,457.00 CAN be paid today when the permits are picked up or you can wait to pay those those fees when the building is ready to get final inspections. If you have any questions, give me a call. Scottie Foster Administrative Assistant Development Services Department 360-344-3057 From: Alex Angud Sent: Wednesday, April 29, 2009 3:45 PM To: Samantha Trone; Francesca Franklin 4/30/2009 Page 2 of 2 Cc: Scottie Foster Subject: FW: Dove House: FYI From: Max Benson [mailto:maxb@communityframeworks.org] Sent: Wednesday, April 29, 2009 3:02 PM To: SMitchell@RushCommercial.com; Alex Angud Cc: Lindberg & Smith Architects; director@dvsajeffco.org Subject: Dove House: Alex, I know that you are waiting for a number from Scott in order to be able to tell us what the final permit expense will be. Once you have that number and could you please "reply to all" with the permit cost. Cheryl is going to be out of the office most of the rest of the week, so if we get it today she can write the check ... if not she will leave a signed check made out to the City of Port Townsend for one of her staff members to drop off tomorrow so we have permits ready for a construction start on Monday. Thanks everyone, Max Benson Affordable Housing Developer Community Frameworks 409 Pacific Ave., Suite 303 Bremerton, WA 98337 (509) 325-4371 (Cell) maxb@communityframeworks.org "We help low income families build affordable homes and vital communities; We help other organizations finance and construct affordable housing; And, when an organization doesn't have the capacity, we'll develop the project for them." 4/30/2009 City of Port Townsend Z; Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 DOMESTIC VIOUSEXUAL ASSAULT PROGRAM OF JEFFERSON CO PORT TOWNSEND WA 98368-0743 Application No SDP08-039 Project: Dove House Application Type Street Development Permit Parcel # 948319203 Subdivision: EISENBEIS ADDITION Block/Lot Site Address: 1045 10TH STREET Description Fee Amount Paid/Credit Balance Due SDC - Water $12610,00 $0-00 $1261000 SDP Inspection $755.48 $755,48 $0.00 Street/Site Development Permit (SDP) $3750 $37.50 $0.00 Street fee SDP Record Retention $750 $7,50 $000 SDC - Sewer $4196.00 WOO $4196.00 Water Connection $2000.00 $0,00 $2000,00 Street/Site Development Permit (SDP) Plan $50.00 $50,00 $000 Review Stormwater fee Street/Site Development Permit (SDP) Plan $50.00 $50,00 $0,00 Review Street fee Street/Site Development Permit (SDP) Plan $100.00 $100-00 $000 Review Water/Sewer fee Technology Fee for Street/Site Development $5,00 $000 $5,00 Permit (SDP) Street/Site Development Permit (SDP) $75,00 $75.00 $0,00 WaterlSewerfee SUP Permit Fee $37,50 $3750 $0-00 Total Fee Amount $1992398 Total Paid/Credits $1112,98 Balance Due: $18811.00 Payment due within 30 days Invoice Date: 30-APR-09 Invoice # 823 City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 DOMESTIC VIOUSEXUAL ASSAULT PROGRAM OF JEFFERSON CO PORT TOWNS END WA 98368-0743 Application No PLM08-013 Project: DVSA OF JEFFERSON COUNTY COMMERCIAL BLD WITH RESIDENCE Application Type Plumbing Permit Parcel # 948319203 Subdivision: EISENBEIS ADDITION Block/Lot Site Address: 1045 10TH ST Description Record Retention Fee for Plumbing Permit Technology Fee for Plumbing Permit Plumbing Permit Plumbing Permit Plan Review Fee Fee Amount Pald/Credit Balance Due $4.25 $4.25 $0.00 $14.68 $14.68 $0.00 $734.00 $734,00 $0.00 $183.50 $183,50 $0.00 Total Fee Amount: $936.43 Total Pald/Credits: $936.43 Balance Due. E: $0.04 Payment due within 30 days Invoice Date: � Al�i"� 9� Invoice # 619 Page 1 gtFRV City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 DOMESTIC VIOUSEXUAL ASSAULT PROGRAM OF JEFFERSON CO PORT TOWNSEND WA 98368-0743 Application No MEC08-072 Project: DVSA OF JEFF CO COMMERCIAL BLD Application Type Mechanical Permit Parcel # 948319203 Subdivision: EISENBEIS ADDITION Block/Lot Site Address: 1045 10TH ST Description Record Retention Fee for Mechanical Permit Mechanical Permit Technology Fee for Mechanical Permit Mechanical Permit Plan Review Fee Fee Amount Pald/Credit Balance Due $3.00 $3.00 $0.00 $280.00 $280.00 $0.00 $5.60 $5.60 $0.00 $70.00 $70.00 $0.00 Total Fee Amount: $358.60 Total Paid/Credits: $358.60 Balance Due: 1$0 0:0 Payment due within 30 days Invoice Date: 30-APR-09 Invoice # E620 Page 1 are ro City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 DOMESTIC VIOUSEXUAL ASSAULT PROGRAM OF JEFFERSON CO PORT TOWNSEND WA 98368-0743 Application No BLD08-220 Project: DOVE HOUSE Application Type Commercial - New Parcel # 948319203 Subdivision: EISENBEIS ADDITION Block/Lot Site Address: 1045 10TH STREET Description Fee Amount Paid/Credit Balance Due Site Address Fee $3.00 $3.00 $0.00 Building Permit Fee $3860.75 $3860.75 $0.00 Plan Review Fee $2509.49 $2509.49 $0.00 State Building Code Council Fee $4.50 $4.50 $0.00 Technology Fee for Building Permit $77.22 $77.22 $0.00 Record Retention Fee for Building Permit $10.00 $10.00 $0.00 Total Fee Amount: $6464.96 Total Paid/Credits: $6464.96 Balance Due: $0.0 Payment due within 30 days Invoice Date: 30 APR-9 Invoice # wwwwwwwwwwwwwel8mm Page 1 04, 61 W I L <�I+-S�e <�-b9S lla� HYDRONICS : HYDRANT FLOW TEST 4.31 FOR WINDOWS - REPORT ENGINEERS : Public Works, City of Port Townsend (360)-379-4434. ADDRESS : 1818 Beech Street, Port Townsend WA 98368 File: C:\HYDRFT43\HYDRFTI6\HYD0590.HFT Test Hydrant: Date: 01/18/2008 Time: 0940 Location: Florence Ave. & Flamingo Rd. Elevation: 190 Tester: R.L./K.E./J.K. Remarks: Blue top Mueller ----------------------------------------------------------------------- HYDRANT GAGE DIAMETER COEFF PITOT FLOW ----------------------------------------------------------------------- HYD0590 1 2.5 in 1. 38 Psi 1149 Gpm ----------------------------------------------------------------------- Gage: 1 Static : 91 Psi Residual: 60 Psi Flow: 1149 Gpm ----------------------------------------------------------------------- Copyright© 2005, Hydronics Engineering. (800) 845-9819. PSI 100 90 80 70 60 50 40 30 20 10 0 WATER SUPPLY GRAPH 8001200 1600 200d 2400 2800 3200 3600 4000 FLOW (GPM) BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD08-220 Permit Type Commercial - New Project Name DOVE HOUSE Site Address 1045 LOTH STREET Parcel # 948319203 Project Description DOVE HOUSE Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Domestic Viol/Sexual Assault Owner Domestic Viol/Sexual Assault Fee Information Project Details Project Valuation $631,404.72 Commercial Deck 770 SQFT Site Address Fee 3.00 Medical Offices Type V-B 6,948 SQFT Building Permit Fee 3,860.75 Storage Shed 86 SQFT Plan Review Fee 2,509.49 Units: Heat Type: State Building Code Council Fee 4.50 Bedrooms: Construction Type: Technology Fee for Building Permit 77.22 Bathrooms: Occupancy Type: Record Retention Fee for Building 10.00 Permit Total Fees $ 6,464.96 Conditions 10. Provide details on type(s) of street trees located on Cleveland Street. Review and approval of plant selection by the City will be required prior to installation. Refer to the Street & Utiltiy Development Permit approved plans for rain garden planting and details. * * * SEE ATTACHED Ct' NI?ITION.5 * * * Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner o rt property or tttithot fired agent of the owner. �r Print Name t °°( o Date Issued: 04/30/2009 — I Issued By: SFOSTER Signature��.M. �� Date _, Date Expires: 10/27/2009 Development Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 Y ' www.cityofpt.us Commercial Building Permit Application Project Address & Zoning District: Legal Description (or Tax #): Addition: L Block: Parcel # `�4S3ig.aa3 Lot(s): Project Description: 3; ➢ Applications accepted by mail must include a check for initial plan review fee of $150 ➢ See the "Commercial Building Permit Application Checklist" for details on plan submittal requirements. Property Owner: Name: Address: City/St/Zip: ,. �, .w �- Phone: �"' • .T. _ -- Contractor: /4P7 Name: City/St/Zip: Phone: Email: State License #: City Business Licene #:° b „ :,,�����. ,u ..... I D Office Use Only Per it Assoc Perrnits� Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: Construction Type: Occupancy Rating: A 47M Building Information (square feet): {��w"" Restroson�s: 2Ild floor 3"d floor. Storage: Basement: Is it finished? Yes No Other; NewX Addition ❑ Remodel/Repair ❑ Change of Use ❑ Total Lot Coverage (Building Footprint): Square feet: Impervious Surface: Square feet: I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this ermit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Signature: Date: M City of Port Townsend , °'Pnt Development Services Department 250 Madison Street Suite 3 Port Townsend WA 98368 WA (360) 379-5095 FAX (360) 344-4619 DEFEF"RE D SUBMITTAL Request to defer portions of the design drawings per IBC Section 106.3.4.2. Deferral of any submittal items shall have the prior approval of the building official. The registered design professional in charge (responsible architect or engineer) shall list the deferred submittals on the cover page of the construction documents. Building Permit # 9LOdy —2-24 Applicant: Site Address: /.r''",=.r _ The purpose of this form is to assist the applicant in meeting the requirements for a complete application. One of the elements of a complete application is a complete set of design drawings for the project. When portions of the plans are missing, arrangements must be made to coordinate the receipt of the late drawings and related documents. Documents and/or plans for the deferred elements shall first be submitted to the architect or engineer of record who shall review them, and then forward them to the building official with a notation indicating that the deferred documents and/or plans have been reviewed and have been found to be in general conformance with the design of the building, The deferred items shall not be installed until the designs and submittal documents have been approved by the building official. Architect, Engineer, or Designee of Record: Name: = horse: �{ 2 -�� Signature: The ONLY items that can be deferred are listed below. Please check the specific items: Fire Suppression Plans Fire Alarm Plans' [ ] Parking Landscaping [ ] Final Historic Design Review approval [ ] Tenant Improvement �, lambing Plans °��� �������" ��' � " mechanical Plansa w "„ �Lightingl [ ] Final Commercial Design Review Approval [ ] Public Works/Infrastructure2 [ ] Other 'Additional plan review required. 2Preliminary plan approval required prior to building permit issuance. Using this process may require an additional plan review fee for each deferred item. All deferred items shall be listed on this form before the building permit will be issued. Department Approval: Date: City of Port Townsend Development Services Department, Waterman & Katz Building 181 Quincy Street, Suite 301A, Port Townsend WA 98368 Hours: M-F, 8:00 am to 5:00 pm. Phone 360-379-3208. Fax 360-385-7675 www.c'i. to nsend„wa.us PADSMDepartment Forms\Building FormsWpplication-Deferred Submittal Form.doc 4/6/0( taRr City of Port Townsend Development Services Department 250 Madison Street Suite 3 Port Townsend WA 98368 (360) 379-5095 FAX (360) 344-4619 +tom_- J • Request to defer portions of the design drawings per IBC Section 106.3.4.2. Deferral of any submittal items shall have the prior approval of the building official. The registered design professional in charge (responsible architect or engineer) shall list the deferred submittals on the cover page of the construction documents. Building Permit# Applicant: Site Address: The purpose of this form is to assist the applicant in meeting the requirements for a complete application. One of the elements of a complete application is a complete set of design drawings for the project. When portions of the plans are missing, arrangements must be made to coordinate the receipt of the late drawings and related documents. Documents and/or plans for the deferred elements shall first be submitted to the architect or engineer of record who shall review them, and then forward them to the building official with a notation indicating that the deferred documents and/or plans have been reviewed and have been found to be in general conformance with the design of the building. The deferred items shall not be installed until the desi us and submittal documents have been approved by the building official. Architect, Engineer, or Designee of Record: Name: Bone:." _ ... Signature: w ; The ONLY items that can be deferred are listed below. Please check the specific items: -Fire Suppression Plans' [ ] Fire Alarm Plans' [ ] Parking Landscaping [ ] Final Historic Design Review approval [ Tenant Improvement -!Plumbing Plans' echanical Plansl .igliting' [ ] Final Commercial Design Review Approval ] Public 'Forks/l.nfrastructu:tre2 [ ] Other 'Additional plan review required. 2Preliminary plan approval required prior to building permit issuance. Using this process may require an additional plan review fee for each deferred item. All deferred items shall be listed on this form before the building permit will be issued. Department Approval: Date: City of Port Townsend Development Services Department, Waterman & Katz Building 181 Quincy Street, Suite 301A, Port Townsend WA 98368 Hours: M-F, 8:00 am to 5:00 pm. Phone 360-379-3208. Fax 360-385-7675 www,ci. II townsend.wa.Lis PADSMDepartment Forms\Building Forms\Application-Deferred Submittal Form.doc 4/6/0w Pat Iolavera Project Notes: September 26, 2008 My files have been moved to P:\DSD\iolavera and most of my projects are under the subfile by that name. Most shoreline exemptions are together under Shorelines as a sub- subfile. 1, Indian Point. — there are lots of files on this project. The key files are in the 2 boxes on my desk. Of most importance are the white binders, three are their original application materials, the other CONTAINS: a. THE EXHIBITS b. THE DECISION FROM THE HEX c. THE LIST OF REMAINING CONDITIONS TO BE FILLED BEFORE i. Building permit issues ii. Certificate of Occupancy issues iii. For the first few years iv. Life of the project They are already contemplating requesting a change to the conditions regarding the DOE sign off on the Model Toxics Control Act requirements for site clean up. Remember — the PROGRAM they used to clean the site is voluntary — CLEANUP is mandatory. Changing the timing might be a SEPA addendum. Major modification of this condition should be carefully considered and will require a SEPA amendment. As of this week, Jeffree Stewart had asked for one final document, which I provided him as a PDF file. He thought he could sign off from there. His supervisor had already reviewed and had found that one item lacking. You should be seeing their approval soon. Then there will be an APPEAL period before the permits issue. 2. Dove House -- NOA is out there. The SEPA NEPA notices and Finding of No Significant Impact (FONSI) are in P:ADSD\iolavera\Projects 2007\Dove House, a. Make sure to contact CTEDtlr-f�ruse1d source as well) to get any noticing requirements or statutory citations, or requirements for their contact info to be in notices. This came up at the last minute this week for Habitat. I had calls in to USDA and CTED, and have cc:d John on the latter, so hopefully they will contact you. Judy has also been cc:d on this matter. b. NEPA / SEPA c it p oee d,ttt e t1a y. I.J �a L1a ldt 7 ,l cis ail JR, c,. John has their contact info and has been introduced as the project planner during the recent preap. d. Sam is supposed to be finalizing the pre-ap. Leonard and Ken were supposed to sign it. Now Rick should sign for Leonard. COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels. The purpose is to show what you intend to build, where it will be located on the lot, and how it will be constructed. Commercial building permit application. Non -Residential Energy Code forms: * Lighting * Mechanical * Envelope I Three (3) sets of plans with North arrow and scaled, no smaller than '/4" = 1 foot: Title Page/Cover Sheet: 1. Project identification 2. Project address, legal description, location map, tax parcel number(s) 3. All design professionals identified including addresses and phone numbers 4. Name, address, and phone number of person responsible for project coordination 5. Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. 6. Designate compliance with all applicable codes A site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On -site parking and driveway with dimensions 5. Street names and any easements or vacations 6. Location and diameter of existing trees 7. Utility lines 8. If applicable, existing or proposed septic system location 9. Delineated critical areas boundaries and buffers Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation I Exterior elevations (all four) with existing slope of the land in relation to all proposed structures I If architecturally designed, one set of plans must have an original signature I If engineered, one set of plans must have one original signature I For new dwelling construction, Street & Utility or Minor Improvement application 2006 W ` State Nonresidential Enerav Code Cor, nce Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Dove House - DVSA of Jefferson County Date 12/5/2008 loth & Cleveland Streets For Building Department Use Port Townsend, WA 98368 Applicant Name: Applicant Address: Lindberg & Smith Architects 319 S. Peabody St, Port Angeles, WA 98362 Applicant Phone: 360-452-6116 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option * Prescriptive O Lighting Power Allowance O Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans,) Alteration Except�1132.3) (check appropriate box -s❑ ❑ No changes are being made to the lighting Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor/room no.) Occupancy Description Allowed Watts per ftZ ** Area in ftZ Allowed x Area First Floor Office Building 1.00 3474.0 3474.0 ** From Table 15-1 (over) - document all exceptions on form LTG-LPA Total Allowed Watts 3474.01 Proposed Lighting Wattage Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed 101,102,104 18 26.0 468.0 103 3 31.0 93.0 103 7 26.0 182.0 105,106,121 3' 31.0 93.0 107 2 55.0 110.0 108,124 15' 26.0 390.0 109,113,119,120 51 55.0 275.0 offices, Lounge 21 55.0 1155.0 122 4 55.0 220.0 122 13 18.0 234.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3220.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt Fighting„,note section and exception number, and leave Watts/Fixture blank. � m e J r 2006 VV `^ington State Nonresidential Energy Code Corr . nce Form 2006 Washington State Nonresidential Energy Code Compliance Form$ Revised July 2007 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers O Other Qualification Checklist Lighting Quaon ec Fixtures: � Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other" and fixture ) 1 or 2 two lam 1. Fluorescent fixtures which are non -lensed with a s, b reflector answer is checked, the number of fixtures in (Section p ) the space is not limited by Code. Clearly 1521) or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps - 150w c) electronic ballasts 3. LED lights. TABLE 15-1 Unit Ljqht� Power Allowance LPA Use LPA (W/sf) Use LPA (W/sf) Automotive facility 0.9 Office buildings, office/administrative areas in 1.0 facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches).+•7.11 Convention center 1.2 Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishu hm` s , 1.3 Post office 1.1 restaurants/bars5 w.._. . _...... ..... ....... D �...._.... aormitory 1.0 Retail , retailil banking,mmmall concourses, wholesale 1.5 stores (pallet rack shelvinq) Exercise center 1.0 School buildings (Group E Occupancy only), school 1.2 classrooms, day care centers Gymnasia , assembly spaces 1.0 Theater, motion picture ....... .......... 1.2 _. _... ... Health care clinic __._........ r.. erfor 1.0 'Theater, performing arts 1.6 Hospital, nursing homes, and other Group I-1 and 1.2 Transportation 1.0 1-2 Occupancies Hotel/motel 1.0 Warehouses storage areas 0.5 Hotel banquet/conference/exhibition hall • ......._.�_ - 2.... ............... _......_ 2 0 Workshops ............................... 1.4 ._. Laboratory spaces (all spaces not classified 1.8 Parking garages 0.2 "laboratory" shall meet office and other appropriate cateaories) Lain ndries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only Manufacturinq facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1 „l Common areas, corridors, toilet facilities and 0.8 washrooms, elevator lobbies Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ftz may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W1'ft"' 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque). and lighting for free-standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling -mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 W-�1, naton State Nonresidential 2006 Washington State Nonresidential Energy Code Compliance Forms Code Corr ` lee Form Revised July 2007 Project Info Project Address Dove House - DVSA of Jefferson County Date 12/5/2008 10ty & Cleveland Streets For Building Department Use Port Townsend, WA 98368 Applicant Name: Lindberg & Smith Architects Applicant Address: 319 S. Peabody St, Port Angeles, WA 98362 Applicant Phone: 360-452-6116 Project Description ❑� New Building ❑ Addition ❑ Alteration ❑ Change of Use ❑✓ Prescriptive ❑ Component Performance El Seattle EnvStd Compliance Option (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1, Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be included in the (vertical & overhd) divided by Wall Area times 100 equals % Glazing - X 100 = Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying n0 assembly below. 0 Check here if using semi -heated path and if project meets all requirements for semi -heated spaces Semi -Heated Path 0 yes as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall no insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope Requirements (enter values as applicable) Minimum Insulation R-values Roofs Over Attic R-30 All Other Roofs Opaque Walls' R-19 Below Grade Walls R-10 Floors Over Unconditioned Space R-19 Slabs -on -Grade R-10 Radiant Floors R-10 Maximum U-factors Opaque Doors U-0 . 60 Vertical Glazing U-0 . 55 Overhead Glazing U-0 . 70 Maximum SHGC (or SC) Vertical/Overhead Glazing 0.450 Is Zvi 1. Assemblies with metal framing must comply with overall U-factors Notes: Opaque Concrete/Masonry Wall Requirements Wall Maximum U-factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete/Masonry Option, list walls with HC >_ 9.0 Btu/ftz• F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description U-factor (including insulation R-value & position) 20Mi Washington Slate 2006 W- nargy Code Compliance State Nonresidential Energy Code Corr ice Form Revised July 2007 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. or Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. tt y purpose rmining buildingonvelope Elactrkcrna stheanrurne-o ace n asnstlevm ar etu wolf E 1, baseboard, %, Iva A III — 9 START 13k?2 Space Heaat TypeFor the tar cso or oto requiramants, "in followto two categories conic r'iso tall space heal mg types: RT p � y g and and Wffr of ore rosy condi loirwgi floor area Exce tton:t capacity axcoeds rrn itkhar: AGtl <akhor space hatuttn;t y diaag gas, sotxd fta,eGv oil, ra4 p ku zk prarmps a ul 0.errnaa�ah Irvctaa .,.,, _. 9 g skoras d4rctiiGt air units yr varo a total e ac t q raWsfarve he, tympana space tanking systems and those irwedaat right) 4i iati the excapRtlora to 9 olkrkcreslstzrnce_ ('ooratirkraodatragtatp electric re&Gs4araq"LirYadtn 4nvanatrtloair +rg84am^YadlstictbwtuGnsystems - Electric Nyy,__..... Resistance" Yg .,..,.,. _-. Heat? "` __ ... All Insulation Installed? ✓ ion All Insulation Installed? _- Wall (ext) R 10 Wood Metal BBelow elow Grid Wall (oth) R 19 Below Grd Wall (ext) R-10 R-10 Roof Over Attic R-30 Below Gird Wall (oth) R-19 U-0„062 All Other Roof R-21 Roof Over Attic R-36 U-0.031 Raised Floor R-19 All Other Roof R-30 U-0.034 Slab -On -Grade R-10 Raised Floor R-30 U-0.029 Radiant Floor R-10 Slab -On -Grade R-10 R-10 Opaque Door Radiant Floor R-10 R-10 _ " . .U-0,60. Onarnre noor U-0,60 1_1-0.60 e p_ Wal as$ all ,'Mass Wall " Above Grade ws wood l or 1 ..... No_-... M� �C t r a O No,,,,Crteria OK��f No Wall R19 No (below) A ., "y 0.062 dtlet 4' (below) Yes Yes Yet _ AG Mass Wall AG Mass Wall Insulation ReqInsulation Req. . Mass Wall U0,15/R5.7ci CMU Block Ins. Cores .., Mass II U0.151R5, ci c e -Yes — CMU Block Ins,Cores Wood Frame R19 Wood Frame R19 Metal Framed R19 e5 Metal Framed UO 062 -. No Glazing Criteria Met? Glazing Criteria Mete ..... No Glazing Vert OH Glazing Vert OH Area % UVal UVal SHGC Area % UVal UVal SHGC 0-30% 0„55 0,70 0.45 0-30% 0,.40 0.60 0,40 30-45% 0,45 0„60 0.40 >30 Not Allowed >45% Not Allowed - .._1 No � ..... _ ......� .. -- Yes �No Yes Prescriptive Path Allowed Component Performance, Systems Analysis, or EnvStd Required Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC** Area A HC x Area Totals Area weighted HC: divide total of (HC x area) by Total Area *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC=1.0 unless calculations are provided; for all other walls, use Section 1009, Project Information Permit Type Mechanical Permit Site Address 1045 10TH ST Project Description City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Permit # MEC08-072 Project Name DVSA OF JEFF CO COMMERCIAL Parcel # BLD 948319203 DVSA OF JEFFERSON COUNTY COMMERICAL BLD WITH RESIDENCE ABOVE Fee Information Project Valuation Record Retention Fee for Mechanical $ 3.00 Mechanical Permit $ 280.00 Technology Fee for Mechanical Perry. $ 5.60 Mechanical Permit Plan Review Fee $ 70.00 Total Fees $ 358.60 Conditions 10. Manufacturers installation specifications must be on -site at the time of inspection. Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name rd I Simon Date Issued: 04/30/2009 ....._ ��_...... ....���........��... `. Issued By: SFOSTER anrroMECHANICAL PERMIT ` City of Port Townsend s Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # MEC08-072 Permit Type Mechanical Permit Project Name DVSA OF JEFF CO COMMERCIAL Site Address 1045 LOTH ST Parcel # BLD 948319203 Project Description DVSA OF JEFFERSON COUNTY COMMERICAL BLD WITH RESIDENCE ABOVE Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Domestic Viol/Sexual Assault Owner Domestic Viol/Sexual Assault Fixtures 4 - Installation, relocation, replacement of each appliance 2 - Boiler/Comp/HP <100,000 Btu or 3hp 2 - Air handler up to 10,000 cfm 15 - Vent Fan * * * SEE ATTACHED CONDITIO S` *** Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Date issued: 04/30/2009 ...... ..... _ .....�m Issued By: SFOSTER LL p� t Wmm 20 z wo Q J as �a HJ Q oW m U~ 3N G LUd d W 0 IL Y �a w �U g� 2� F �v o0 o 1 LL z� GQo `� ad zC5 00 OW IL z� v W� �H ag 1o4 � W �In Qm O 0 N O M 4, O w 0 0 W m N N ti co O W 2 O z H a 0 z J w a W IL O c.i z 0 0 H N 0 r 0 N w 0 t X W S S ci w 2 0 0 Ix W z r z W 0 0 W a n a N a z 0 0 w a z r- z w 0 v z 0 W z Q G clz �x o 00 LL M (Do cno M O 0� 90 H 0. a ? W W � H U) W m LU d N �:E Of2 w 7 CY LU rJ z 0 V w � a W g F- v OYC Iz o 3 V V V z z W W a Q J Z Receipt Number: 9.0260 i ecolpt°"N ata. 0430,12000 ash,lat._...SF0$TP, Pe oNPa as irNam ,., 'DOMESTIC VIOUSEXUAL $$AIJLT, DY101"01 Fee Amiount Peft Permit # Pool Fee Do$0 000n Am uat" PaW Ealah6s MEC08-072 948319203 Record Retention Fee for Mechanical 1 $3.00 $3.00 $0.00 MEC08-072 948319203 Mechanical Permit $280.00 $280.00 $0.00 MEC08-072 948319203 Technology Fee for Mechanical Permit $5.60 $5.60 $0.00 MEC08-072 948319203 Mechanical Permit Plan Review Fee $70.00 $70.00 $0.00 Total: $358.60 4eai at l + eeipf' dt6, ' ae Description Amount .:......Permit P�at..� N eat Mt�a+� Number CHECK 15006 _.. $358.60 Total: $358.60 genpmtrreceipts Page 1 of 1 Mechanical Permit Application Special Overlay District: o Shorelines El Historic TYPE OF EQUIPMENT Boiler/Comp, 100,000 to 500,000 btu or 3-15 hp vaporative Cooler Furnace �t 100,000 btu as or wood stove Gas piping, 1-4 outlets as piping, additional outlets azardous process piping sVstem, 1-4 outlets az ardo us process piping sVstern additional outlets ndustrial incinerator lnstallation/relocation/replacement of each appliance cess piping, 1-4 outlets rocess piping -system additional outlets Development Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 Address: City/St/Zip: Phone: Email: State License #t xp: City Business License #: dUkkfif—Y COST PER FEE 13.00 17.00 30.00 44.00 60.00 00 17.00 21.00 15.00 17.00 3.00 7.00 2.00 13.00 13.00 7.00 2.00 22.00 16.00 10.00 �3� TOTAL FEES SUMMARY TOTAL FIXTURE FEES FROM PAGE 1 MECHANICAL PERMIT ISSUANCE FEE $30.00 _......................................................... _...... PLAN REVIEW FEE (25% OF FIXTURE & ISSUANCE FEE) ...'® mm ......RECORD RETENTION FEE $3.00 ................................................................................................................�....... TECHNOLOGY..FE.E............. $O. .....__...... ......... .......... _._.µ.._..._.._...�......TOTAL...MECHANICAL PEERRMITwFEE......................._..... ..._._... M I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code.. Print Narne: 4, Signature: 9 Date:, Z. - - International Fire Code 2006 — TABLE 3804.3 LOCATION OF LP -GAS CONTAINERS MINIMUM SEPARATION BETWEEN CONTAINERS AND BUILDINGS, PUBLIC WAYS OR LOT LINES OF ADJOINING PROPERTY THAT CAN BE BUILT UPON CONTAINER Mounded or Above ground Minimum Separation CAPACITY Underground Containers Between Containers (Water gallons) Containers (feet) (feet) (feet) Less than 125 10 5 None 125 to 250 10 10 None 251 to 500 10 10 3 501 to 2,000 10 10 3 Selected text from the above Table: The minimum distance for underground containers shall be measured from the pressure relief device and the filling or liquid -gauge vent connection at the container, except that all parts of an underground container shall be 10 feet or more from a building or lot line of adjoining property which can be built upon. In applying the distance between buildings and ASME containers with a water capacity of 125 gallons or more... distances to the building wall shall not be less than those prescribed in this table. The following shall apply to above -ground containers installed alongside buildings: 1. Containers of less than a 125-gallon water capacity are allowed next to the building they serve when in compliance with Items 2, 3, and 4. 2. Department of Transportation (DOTn) specification containers shall be located and installed so that the discharge from the container pressure relief device is at least 3 feet horizontally from building openings below the level of such discharge and shall not be beneath buildings unless the space is well ventilated to the outside and is not enclosed for more than 50% of its perimeter. The discharge from container pressure relief devices shall be located no less than 5 feet from exterior sources of ignition, openings into direct -vent (sealed combustion system) appliances or mechanical ventilation air intakes. 3. ASME containers of less than 125-gallon water capacity shall be located and installed such that the discharge from pressure relief devices shall not terminate in or beneath buildings and shall be located at least 5 feet horizontally from building openings below the level of such discharge and not less than 5 feet from exterior sources of ignition, openings into direct vent (sealed combustion system) appliances, or mechanical ventilation air intakes. 4. The filling connection and the vent from liquid -level gauges on either DOT of ASME containers filled at the point in installation shall not be less than 10 feet from exterior sources of ignition, openings into direct vent (sealed combustion system) appliances or mechanical ventilation air intakes. Please draw a simple plot plan below or on another piece of paper so we can easily locate the LPG container. Indicate container size and type, gas piping and regulator location, and setbacks to Dulancl. lncluae the aaiacent street ana name„ ana any otner nel %fi IanamarKs on -site. \AV infaton State Nonresidential Ene 2006 Washington Slate Nonresidential Energy Code Compliance Forms Form Reaised July Project Info Project Address Dove House - DVSA of Jefferson County 10th & Cleveland Streets Date 11/20/2008 For Building Dept. Use Port Townsend, WA Applicant Name: Lindberg & Smith Architects Applicant Address: 319 South Peabody St, Suite B Applicant Phone: Port Townsend, WA 98362 Project Description Two new split system heat pumps condition the office area on the first floor along with a Briefly describe mechanical split system AC unit for the elevator machine room and six ceiling mounted exhaust system type and features. fans for miscellaneous ventilation. Upper floor HVAC design by others & not in this submittal. 7 Includes PlansDrawings must contain notes requireing compliance with commissioning requirements - Section 1416 Simple System 0 Complex System 0 Systems Analysis Compliance Option (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' CapacityZ Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location HP-1 LENNOX XP15-060 60000 2000'..ECONO 1.4.00 FL-1 EAST HP-2 LENNOX XP15-060 60000 2000 ECONO 14.00 FL-1 WEST AC-1 MITSUBISHI MUY-A15NA 15000 380 NO 16.00 IELEV MACH Heating Equipment Schedule Equip, ID Brand Name' Model No.' Capacity2 Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiencv4 HP-1 HP-2 LENNOX LENNOX XP15-060 XP15-060 60000 60000 2000 2000 400 400 8.50 HSPF 8.50 HSPF Fan Equipment Schedule [Equip. ID Brand Name' Model No.' CFMSP1 HP/BHP Flow Controls Location of Service -1 PANASONIC FV11VQ3 110 0.10-2 PANASONIC FV11VQ3 t a EF-3 PANASONIC FV07VQL2 110 70. 0. 10 0.10 l CV 1 ,,,.,m._ CV WCMN106-. SERVER 108 `! EF-4 PANASONIC FV11VQ3 110 0.10 `i CV TOILET 121 } EF-5 PANASONIC FV11VQ3 110 0.10 10 W CV STAFF 115 EF-6 PANASONIC FV11VQ3 110 0.10 io W a2,0" 'If available. 2As tested according to Table 14-1A through 14-1G. 3 If required. 4 CO flSPF,,-omilustion Effl roerpcy, crr AFUE;°° s 6 applicable. Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). VV''-hington State Nonresidential Ener:pv Code Cor "`ince Form System Description If Heating/Cooling ❑ Constant vol? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? See Section 1421 for full description or Cooling Only: ❑ Split system? ❑ Economizer included? of Simple System qualifications. If HeatingOnly: < o y ❑ 5000 cfm? ❑ <70 /o outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. START System Type m_ __ ........ Air Cooled �" y .........— No orCoolingOnly y Constant Vol?„ �.m Reference.. � Heating Only Section 1421� � Ye- ' <5000 ................ __ ^ cfm? Yes, ,P�xnglew ackage r No. ',.pltSyst� <=84,000 W Yes ,,, Un]t? Btuh? No Yes- <70% OSA ," Econo ",„ � —F ncluded?„ Nc�-q." `�2pp0,0,q.,0ry0 Yes Yes Reference Section 1423 w ;„ 1T'otal C'a kwo econom " .,„,<2410,000 B cr 10%? Simple System Yes Allowed _➢ (section 1420) A U' Outd*s Nat~m, or Adjacent to_ ', utdoorp No <54,000 Use Complex Systems (section 1430) ............. Systems Complex S Com Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which p y Complex Systems requirements are applicable to this project. 2006 Vy1�hngbonState Nonresidential EnamvCode ro 'anceForm 2006Wa—shington State Nonresidenfial Energy CRe- Compliance Forms Revised July 2007 Project Address Dove House - DVSA of Jefferson County Date 11/20/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. �Applicability Code ,, �Component . linformation Location I Building Department (yes, no, n.a Section Required 11 on Plans.1 Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& cIg. ist heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency X-1 n.a. 1411.1 Combustion htg, Indicate intermittent ignition, flue/draft damper & jacket loss yes 1412.1 Temperature zones Indicate locations on plans m-3 yes 1412.2 Deadband control Indicate 5 degree cleadband minimum M-1 yes 1412.4 1 Automatic setback Indicate thermostat with night se I tb I ack and 7 diff, day types M-1 yes 1412.4.1 IDampers Indicate damper location and auto. controls & max. leakage M-3 yes 1412.4.2 !Optimum Start Indicate optimum start controls M-1 yes 1412.5 Heat pump control Indicate microprocessor on thermostat schedule M-1 ri. a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing inclicate balancing features on plans m-2 1412.8 Ventilation Control i Indicate demand control ventilation for high -occupancy areas yes 1422 Thermostat interlock 'Indicate thermostat interlock on plans M-3 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M-1 a.a. 1413.2 Water Econo Doc Indicate cIg load & water econoe & cIg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling M-1 n.a. 1413.4 1 Humidification Indicate direct evap or fog atornization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary yes 1414.2 Duct insulation Indicate R-value of insulation on duct M-1 yes 1415.1 Piping insulation Indicate R-val�_e of insulation on piping P-1 yes 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2-3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M-1 yes 14 1 K2_4 Commissioning Indicate 0 M manuals, record drawings, staff training X-1 yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report X-1 yes Separate air sys. Indicate separate systems on plans M-2 yes ISummary Mechanical ompleted and attached. Equipment schedule Tinoprult/output, Form efficiency, cfm, hp, economizer J 1440 Service water h1g, yes 1441 Elec. water heater Indicate R-1 0 insulation under tank P-3,41 yes 1 42 Shut-off controls Indicate automatic shut-off P-1 yes 1443 Pipe Insulation Indicate R-value of insulation on piping P-1 n.a. 1452 Heat Pump COP indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control . ..... a. 1454 Pool covers Indicate vapor retardant cover a. 1454 Pools 90+ degrees Indicate R-12 pool cover VORT PLUMBING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # PLM08-013 Permit Type Plumbing Permit Project Name DVSA OF JEFFERSON COUNTY Site Address 1045 LOTH ST Parcel # COMMERCIAL BLD WITH RESIDENCE Project Description 949319203 DVSA OF JEFF. CO. COMMERCIAL BLD WITH RESIDENCE Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Domestic Viol/Sexual Assault Owner Domestic Viol/Sexual Assault Fixtures 32 - Plumbing fixture per trap 5 - Electric water heater 3 - Vacuum breaker - additional 2 - Backflow device > 2" 1 - Building sewer 5 - Vacuum breaker - 1-5 5 - Backflow device up to 2" Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. 0 om Print Name � .®._.._� _......�.... � Hate Issued: 04i30i2009 Issued By: SFOSTER a ,,90R'r PLUMBING PERMIT City of Port Townsend � Development Services Department � F P 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # PLM08-013 Permit Type Plumbing Permit Project Name DVSA OF JEFFERSON COUNTY Site Address 1045 LOTH ST Parcel # COMMERCIAL BLD WITH RESIDENCE Project Description 948319203 DVSA OF JEFF. CO. COMMERCIAL BLD WITH RESIDENCE Fee Information Project Valuation Record Retention Fee for Plumbing P $ 4.25 Technology Fee for Plumbing Permit $ 14.68 Plumbing Permit $ 734.00 Plumbing Permit Plan Review Fee $ 183.50 Total Fees $ 936.43 Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 04/30/2009 �....... __..... Issued By: SFOSTER p � Wm Z Q x adoW R3 to Za OW �m U(A W,� 0)g zIx IL W J G za W V Oy ZZVz �a a O p0 x0 LL z O Q9 J 0 W Za O 0 OF Lul a� as v� �x Om a v z G o N N w ti N O F- J LU Q = co ors W a v F- LL W N Z O U. O to � a O N � � z �O.% O Z F p a —a, J G C� Mu co w U G S v W 0 0 T coo 0 J IL O z W IL M 0 N 0 oMo I' O Z J V W. W z 0 r z w g O z O v W IL z r z W g O 0 W a n GA Z �o 0 Z a a Y o l w ca v a z a z a z a z in m a a a a I LL z 0 W a U) Z a G 9z N O 000 LL M �a 0 co O U O O—a, F' IL WG N Ul Z W �O W y W 00 W oN W Cf W w Z 0 W a z pCiFIT Tp CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, "' Ll, BY 3:OOPM FRIDAY. DATE OF INSPECTION: �.�� PERMIT NUMBER: d Flo SITE ADDRESS: CONTACT PERSON: OF INSPECT"ION•y� kJ Fa - t ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will b 'm clhecked at next inspection p �- ,.m Ins ector _ l .m Date Acknowledgement Date PHONE: 047_ ❑ NOT APPROVED Call for re -inspection before pr�aceedin ._. z._ /_0......._- ... Approvedplans andpermit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection.p cy4 �¢fRr Yb Receipt Number: 09-0 81 Origirldt Foe 'Porrrntt .. ..: greet.: _.._...:_. Fee Description � � r rwt PLM08-013 948319203 Record Retention Fee for Plumbing Pe $4.25 PLM08-013 948319203 Technology Fee for Plumbing Permit $14.68 PLM08-013 948319203 Plumbing Permit $734.00 PLM08-013 948319203 Plumbing Permit Plan Review Fee $183.50 Total: Lcelpria�t Previous Payment _ Reeelj t baba"" e' ea rlptIon Payment Neek,, Payment ee�t w,trntwer r., wl�ettrrt m,oun CHECK 15006 �. $ 936.43 Total: $9._W._........ 36.43 4m ouht old _ ._.. _ Fee, Stance _J $4.25 $0.00 $14.68 $0.00 $734.00 $0.00 $183.50 $0.00 $936.43 laertn!t genpmtrreceipts Page 1 of 1 Dellrelop e t Services VORry 250 Madison Street, Suite 3 " Port Townsend WA 98368 Phone: 360-379-5095 q Fax: 360-344-4619 www.cityofpt.us Plumbing Permit Application M Legal Description (or Tax #): Addition: �"� �. m I, Block: Lot(s)- Special Overlay District: ❑ Shorelines ❑ Historic Contractor. Name: Address: City/St/Zip- Phone: Email: State License #: Exp. City Business License TYPE OF EQUIPMENT QUANTITY COST PER FEE 9 p p (including piping),, ��� �� L.. _.__..... _..�m12.00 Plumbm Fixture per trap Building sewer _ _ $27.00 Rainwater system (inside building per drain) $12.00 Electric water heater5.00 Industrial pre-treatment interceptorITITIT�mM _ $25.00 Water piping/water treating equipment $10.00 ....................... _ _ ..._... Vacuum breaker 1 5 $15.00 Vacuum breaker additional $4.00 Back flow device up to 2 inches $15.00 Back flow device > 2 inches $28.00 TOTAL FIXTURE FEES .� _.., m,..m TOTAL FEES SUMMARY TOTAL FIXTURE FEES { f PLUMBING PERMIT ISSUANCE FEE $30.00 (.............................ww. w PL NN {� VIEW FEE 25% OF FIXTURE & ISSUANCE FEE) ) ]—''FOR TH R THAN R 3 & U OCCUPA NCIES (MIN. FEE $60), (III U �, Ihj,,i ItsW�id'�l illy RECORD RETENTION F .EE $3 0 _... ......... TECHNOLOGY FEE TOTAL PLUMBING PERMITWFEE I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: � w. .. / , Signatulr'e:.._. _. Date: f i s a �yrw, � q Street, ,�utte,,3 ig, P ik Tow6" sen ` A 3 G � i hoo 360 095 uk wm ltyofpt;w:i Pre -Application Meeting Request ...................... Project Address: Legal Description (or Tax #): Addition: Block: Parcel #(s) 9 7Lot(s): Property Size (sq. ft.): Estimated Construction Value: /—/l�j�-x/ Proposed number of structures:.. w R*MfRepresentafiv F-Ire ["419WA - F 1.1--.W4�;T W, wn,_ ". Any known wetlands or buffers on the properly? Y ® Any steep slopes (>15%)? Y ld Is the property subject to any conditions or restrictions (e.g., easements, stre Is the property within 200 feet of any shoreline? YQ Type of Development (check all that apply): *[ Commercial IC Mixed Use J4 Multi -Family ❑ Single , )( ❑ Subdivision/PUD ❑ Cottage r. • . proposal. w .. . .. Attached additionalpages if necessary. 40 �.. -- tjg . r w „' VA r .. ..^ Signature Date U ,ATIONS: 200b INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL FIRE CODE, 2006 INTERNATIONAL MECHANICAL CODE, 2006 INTERNATIONAL PLUMBING CODE, 2005 NATIONAL ELECTRICAL CODE UNIFORM ACCESSIBILITY STANDARDS 2003 ICC/ANSI Alll.l 1991 WASH. STATE ENERGY CODE, APRIL 3, 2001 2003 WASH. STATE INDOOR AIR QUALITY CODE 2006 WASHIWsTON STATE CODE AMENDMENTS CITY OF PORT TOWNSEND ZONING ORDINANCES AND REGULATIONS MILDING COPEDATA: OCCUPANCY GROUP: BUSINESS GROUP "B" OFFICES ('304.1) RESIDENTIAL GROUP "R-2" w MULTI -FAMILY (310.1) REQUIRED SEPARATION (I HR) PER TABLE. 30232 30232 SEPARATED USES, EXCEPTION: WHERE AUTOMATIC FIRE SPRINKLER SYSTEM IS PROVIDED. CONSTRUCTION TYPE: TYPE v-B ZONING: (CITY IF PORT TOWNSEND) C-11(4) - kTAL_C4MEf9reA MN" LOT AREA: 5000 5F SETBACKS: FRONT- NONE REAR: NONE SIDE: 20' (BLDG HT GREATER THAN 20' t ADJACENT TO R-II ZONE) MAXIMUM GROUND FLOOR AREA: 40,000 SF MAXIMUM BUILDING HEIGHT: 35' MAXIMUM FENCE HT: 8' EXISTING LOT SIZE: S2' x 110' 10,161 SF ALLOWABLE HEIGHT: 2 STORIES PROPOSED BLDG AREA: 3,414 SF (GROUP B) BUILDING AREA: (TABLE 503) LOT COVERAGE: 30. ALLOWED: '3,000 SF PROPOSED: FLOOR I: 3,414v-F^°"':! :MGM FLOOR 2: 3,414 SF V TOTAL PAWING: PTMC 11.12.020, EXEMPTION C, EXEMPTS SECOND FLOOR OF MIXED -USE BUILDINGS FROM PARKING REQUIREMENTS. TOTAL FIRST FLOOR BUILDING AREA = 3,414 SF REQUIRED PARKING (TABLE 11.12.080)- 1 SPACE PER 600 SF OF FLOOR AREA (FOR COMMERCIAL OFFICES) 3,414 SF / 600 SF = 6 STALLS OFF-STREET PARKING PROVIDED = 10 STALLS (1 HANDICAPPED STALL) FOUR (4) NEW PARKING STALLS BEING DEVELOPED ON CLEVELAND STREET B C19by-2-2-0 City of Port Townsend Development Services Department BUILDING ADDRESS APPLICATION Name of Property Owner: Mailing Address: mm Telephone: ... :�:_�_-_. . P opert)r is located in: Addition: Block(s). % Lot(s): Faces/Access is from _....:. m_- ,;;�. .._.,_.._ .. Street Parcel Number— ......... ........-- �..... ,.. Directions to the Property (draw vicinity map on back) If this is a new ADU, has a building permit been applied for? Yes No Date: Notes: �vc "-D U Se HOUSE NUMBER ASSIGNED: lO q5 10` S F �e—C l Date of Approval:°+ C-i//-ie— For. g q ronent Use On1j,: Application Fee Received ($3A0, TC 2200): Date; Copy to: ❑ Finance ❑ Fire Dept ❑ Post Office ❑ Sheriff ❑ Police (Lyn) ❑ GIS ❑ Public Works f ➢ DSD database ❑ Assessor's Office For address changes: ❑ Qwest Address Management Center — 206-504-1534 P_\DSD\Forms\Building Forms\AppGcation-Address Number -doe; 6/12/06 Receipt Number: 09-0282 ecelf--1!ute: IT 04J311l 0119,,_ F er, l FI FI PeyerPl'e +eehlarwte l Nub TIC "1 / L w L Original Fee Amount Fea Permtt# Parcel Fee Des t°lpticn Amount Paild l alain, 4 BLD08-220 948319203 Site Address Fee $3.00 $3.00 $0.00 BLD08-220 948319203 Building Permit Fee $3,860.75 $3,860.75 $0.00 BLD08-220 948319203 Plan Review Fee $2,509.49 $2,359.49 $0.00 BLD08-220 948319203 State Building Code Council Fee $4.50 $4.50 $0.00 BLD08-220 948319203 Technology Fee for Building Permit $77.22 $77.22 $0.00 BLD08-220 948319203 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $6,314.96 ._._..W.__ .� Previous Paymont History Flece#ltl.11' ._._mil et:eN t Dante '_ ... Fee Dee rl tticr _ ...`: Amount P-,aid 'Penult �.. 08-0967 10/20/2008 Plan Review Fee $150.00 BLD08-220 Paynrterlt� 'Math,od l tart 4pr Amouaujt CHECK 15006 $ 6,314.96 Total: $6,314.96 genpmtrreceipts Page 1 of 1 ��pCar�� aq Receipt Number: 0 -096 Receipt Re celpt Date Fee Description Payrn a nt Check "aym a nt Methhod Number Amount CHECK 15004 $ 150.00 Total $150.00 Amount Paid 'PbrmIt genpmtrreceipts Page 1 of 1 V ADDEE [-1[A:1E=F]E7F]7 .' ° •ice. ❑ •�^ O N O o O 0 O 0 O o p a O o O W O O C C O O d c~pv C ........................ _..A�._. _. .m...„...._..00OOON..... ..._. ..........00NOCpO.............. .... ........ .........0.�O.....m...... ._.m ..m.... .............O.NnONO'JO..._.-... _.... ........................... . ...... ................00oOOON.-yH."r ......m L'I LLT TFL _------- - _...._.....0ONOO��ONO_ OTT O xO 11 _�OH -aH L----i w 00� OF F4F�ij [:.- W 00 A z O Ca OC O b G3 b v� 3y � OZ xQ O w _ w > > >w >y >': W W a o a c�, a� ox aw oW a� Q o�'�.� a q •� o O C O O C C O O =�s � LL w�00 MML�� L ate, a aU, O • V Q ¢ d d d C r U a � Q , d acc C Z 7C-� � W ..7 YF F- W �-1 >CH. `' w �-7 SCF F. 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