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HomeMy WebLinkAbout09240 City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER 01 OWNER rr JOB LOCATION A08 Inspection of this structure has found the following violations: , r 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 f inspection. 74- Date zo/O Inspector " ,,n .� DSD Min Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON iTiii-" City of Port Townsend Development Services Department 7L- OWNERNotice ; PERMIT NUMBER JOB LOCATION Inspection of this structure has found the following-vs: o 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 20 D Inspector ")":, DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department PamP "y � t-Notice PERMIT NUMBER —r= OWNER JOB LOCATION c� Inspection of this structure has found the followin -v:i #ems: ------------------ 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. r--- Date ZA ZG ) Inspector v L(l. DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE QopTT BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-240 Permit Type Commercial Tenant Improvement Project Name New Roof&Interior Remodel Site Address 608 POLK ST Parcel# 989713505 Project Description New Roof Using PVC Membrane& Interior Remodel Names Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant Sturdivant Dds Clark H Contractor Queen Jason Owner Sturdivant Dds Clark H Contractor Trade Wind Builders Jason Queen (360)385-3340 CITY 008537 12/31/2010 Contractor Trade Wind Builders Jason Queen (360)385-3340 STATE TRADEWB931 03/07/2011 Fee Information Project Details Project Valuation $27,000.00 Entered Bid Valuation 27,000 DOLL Plan Review Fee 267.44 Units: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: V-B PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: State Building Code Council Fee 4.50 Technology Fee for Building Permit 8.23 Building Permit Fee 411.45 Record Retention Fee for Building 10.00 Permit Total Fees $ 701.62 Call 385-2294 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 auth zed agent of the owner. Print Name � 'G( SUI Date Issued: 01/28/2010 Issued By: SWASSMER Signature Date 2 Date Expires: 07/27/2010 9ORT3,0 CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND wAs Development Services Department 9 - 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 989713505 PERMIT NO. BLD09-240 ISSUED DATE 01/28/2010 EXPIRATION DATE 07/27/2010 ADDRESS 608 POLK ST CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER STURDIVANT DDS CLARK H PROJECT DESCRIPTION New Roof Using PVC Membrane & Interior Remodel CONTRACTOR TRADE WIND BUILDERS LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT FRAMING 1C� 1�2C/U iM�t F� �9 �� L �U�'' �1� Kt�t,C 2 jy/zo!O MISCELLANEOUS INSULATION FINAL PUBLIC WORKS FINAL BUILDING TO REQUEST AN INSPECTION CALL(360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. Richard Berg Architects, Pc 719 Taylor St. 1]Zi Port Townsend, WA 98368 qdo " CRl) Phone: 360-379-8090 �E�G Fax: 360-379-8324 ARCHITECTS" www.richardbergarchitects.com January 13, 2010 City of Port Townsend Department of Development Services 250 Madison Street, 3d Floor Port Townsend, WA 98368 Attn: Plans Examiner Re: New rooftop mechanical equipment for Dr. Sturdivant dentist office, 608 Polk Street This letter is to address the question of support for the weight of the new 3-ton rooftop head pump. The weight of the unit is 375 lbs. It was determined through observation that the flat roof of the front half of the building is constructed from 2x12 joists at 16" o.c., running parallel to the entry side of the building (parallel to Polk Street). These joists are supported at the exterior wall and on an interior bearing wall line that runs down the center of the building perpendicular to the joists. The span of the joists is 12.5'. The footprint of the mechanical unit is 5.75'x 3.75' or 21.5 square feet. Divided over this amount of area, the 375#weight of the unit can be calculated at approximately 17.5 psf. My approach was to calculate the joists with an additional 17.5 psf of dead load added to the entire span of each joist, which is very conservative since the extra dead load is actually only in the area underneath the unit. My calculations show that the joists are more than adequate to support the extra weight. The extra weight on the joists will add about 31 PLF of additional dead load on the exterior and interior bearing walls for a distance of about 6'. This is well within the load capability of a standard footing. Please feel free to give me a call if you have any questions. r \. 5665 V F%1CTER€DI EZU JAN 1 5 2010 �1 F FO`� ��^ —o R1 JOWNSEND RICHA D N. N ITV O STATE Gf YJASHMOTOn NO page Project:Sturdivant office Rich erg / Location:Roof joists t. �-?, Richard Berg Architects Roof Rafterut, l ,' le 719 Taylor Street or [2006 International Building Code(2005 NDS)j '" ' Port Townsend,WA 98368 1.5 IN x 11.25 IN x 12.5 FT @ 16 O.C. #2-Douglas-Fir-Larch-Dry Use Section Adequate By:107.8% StruCalc Version 8.0.99.0 1/13/201011:19:40 AM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.06 IN U2333 Dead Load 0.08 in Total Load 0.15 IN U1006 Live Load Deflection Criteria: U240 Total Load Deflection Criteria:U180 RAFTER REACTIONS LOADS REACTIONS Upper Live Load @ A 156 plf 208 lb Upper Dead Load @ A 206 plf 275 lb Upper Total Load @ A 363 plf 483 lb Lower Live Load @ B 156 plf 208 lb Lower Dead Load @ B 206 plf 275 lb 12.5 ft Lower Total Load @ B 363 plf 483 lb RAFTER SUPPORT DATA A B RAFTER LOADING Bearing Length 0.52 in 0.52 in Uniform Floor Loading RAFTER DATA Interior Roof Live Load: LL= 25 psf Span Length 12.5 ft Roof Dead Load: DL= 33 psf Rafter Pitch 0 :12 Slope Adjusted Spans And Loads Roof sheathing applied to top of joists-top of rafters fully braced. Interior Span: L-adj= 12.5 ft Roof Duration Factor 1.15 Eave Span: L-Eave-adj= 0 ft Peak Notch Depth 0.00 Rafter Live Load: wL-adj= 33 plf Base Notch Depth 0.00 Eave Live Load: wL-Eave-adj= 33 pif MATERIAL PROPERTIES Rafter Dead Load: wD-adj= 44 plf M -Douglas-Fir-Larch Rafter Total Load: wT-adj= 77 plf Base Values Adjusted Eave Total Load: wT-Eaveadj= 77 plf Bending Stress: Fb= 900 psi Fb'= 1190 psi Cd=1.15 CF=1.00 Cr-1.15 Shear Stress: Fv= 180 psi Fd= 207 psi Cd=1.15 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.L to Grain: Fc-1= 625 psi Fc--L'= 625 psi Controlling Moment: 1510 ft-lb 6.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 416 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 15.23 in3 31.64 in3 Area(Shear): 3.01 in2 16.88 in2 Moment of Inertia(deflection): 31.86 in4 177.98 in4 Moment: 1510 ft-lb 3138 ft-lb Shear: 416lb 2329lb NOTES 5665 �:;a 1 { � RicliA.r;: C. H.-e.F2 STATE GF1d;�ci ;FdsfPtfd= n n r-1 _ r=111 CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT# DATE RECEIVED SCOPE OF WORK: DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS Plan Review #Bedroom(s) _ # Bath(s) = Heat Type: 1 mil, to Ri .4 R I v l 0^ roof. Zoning: Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? ® E C n Development Services QORT 250 Madison-StreetSuite Townse.nd'WA,983-68 Phone 360 379 5095. NCi1YWR 34:4-4619 K ckwas DSO vvww.cityofpt:us' Roofing Permit Application Project Address: Legal Description (or Tax#}: Office Use Only x Addition: Perm�t Block: # Parcel # _ -7 3 _ �(�- Lot(s)- SF Residential ❑ Commercial ❑ MF Residential ❑ Bed & Breakfast*❑ * B&B's located in Historic District may require design review approval. ,n Property Owner: Lender Information: Name: L&VV- mAi Lender information must be provided for projects Address: 11ox o I �- `7 over $5,000 in valuation per RCW 19-27.095. City/St/Zip: I)' t i(��'6� Ni+ Name: Phone: Project Valuation: Email: Scope of Work: Contractor: / Number of existing roof layers: Name: Square footage of roof: Address:12 � �� '��.�,��'tG lt 5�. � Tear off? Y N City/St/Zip:�/7t�' ZJ�1-�L'0�y( t! Replacing sheathing? Y N Phone: rr Replacing/altering rafters or trusses? Y N Email: Zic�i�� �u��ui�Glt'[r�`� hd� a I If"yes" a roof framing plan is required. State License#: T2✓k F-W G `1 � l 1LAIxp: New Roof Type: City Business License#: Or,/`6 S 3 ❑ Composition ❑ Metal ❑ Cedar shingles ❑ Cedar shakes Is the structure located wit in 200 feet of afresh or ❑ Torchdown or Hot Mop ❑ Other saltwater shoreline? Y Will work talke place on or near the public right-of- Venting type (check all that applies): way? Y ❑ Roof ❑ Gable End ❑ Eave/soffit If yes, provide a site plan and pedestrian protection plan. ❑ Ridge ❑ Other 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: Date: Signature: i ri I, Development Services of QORT Tod F 250kMadison Street`Suiten3 Port Townsend WA98368 ` urJ�"` ' ire s :�, ,�' ." - r g E Phone 360 379 5095 A. � Fax360�344 619 ; ��wns� .,. www:cityofpt.us`.� Commercial Building Permit Application Project Address &Zoning District: Legal Description (or Tax# ice Use Only Addition: 19. 7- O TIiOc 5 60 G 116 S Block: PerrniL� # J `��% AssociatedPerm�ts y'Parcel# 4�1 / ; 7(JS' Lot(s): Project Description: e } ➢ 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: Lender Information: Name: C',(w r G7-E'�yGl i w"� v� Lender information must be provided for projects Address: L* �� r20 over$5,000 in valuation per RCW 19.27.095. City/St/Zip: P"f(] _F)J;*�S,('-P, Name: Phone: ;1)',) " n '�_O 7 Project Valuation: $ C i 0 Email: P Construction Type: y14 Contact/Representative: / Occupancy Rating: Name: i za, � �/'Gf�✓ � P Y g: Address: Building Information (square feet): City/St/Zip: 15'floor 1i�( _ Restrooms: Phone: 2"d floor Deck(s): Email: 3`d floor Storage: Basement: Is it finished? Yes No Contractor, II � / Other: Name: t t,�l ylGrl �[,! lGi� i New❑ Addition ❑ Remodel/Repai Address: AL6,W"( S7 Change of Use ❑ City/St/Zip: Ohlf TXll Si%w� L)A Phone: �7(�'C'' �'`�?7". �Z Total Lot Coverage (Building Footprint): Email: State License#: Exp: Square feet: Impervious Surface: City Business License#: 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 p�rmit will be in accordance with State Laws and the Port Townsend Municipal Code. JPrint Name: A /7 Signature: Date: i Z, 1 COMMERCIAL BUILDINGVERMIT APPLICATION CHEC;KCIST This checklist is for new construction, additions, and remodels ❑ Commercial building permit application. j ❑ Non-Residential Energy Code forms: * Lighting Mechanical Envelope ❑ Three (3) sets of plans with North arrow and scaled, no smaller than%`' 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 front, sides and rear 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 ❑ Exterior elevations with existing slope of the land in relation to all proposed structures • If architecturally designed, one set of plans must have an original signature ❑ If engineered, one set of plans must have one original signature ❑ For new dwelling construction, Street & Utility or Minor Improvement application c� 1 �occ; rT a t.•o AURKHART DEC 15 2009 EXISTING PLAN FOh D-R,.���5-TU,RF�t- AN `6" APPROX. 1631 USEABLE SO. FT. (LENSEHOLD AREKEt VAR-r f'RI VATE OFFIGE a RECEPTION ROOM A J �\ TR#2 - RVv, I LOUNGE ; TR#3 j� TR#5 °� � BUSINESS ' O OFFICE � .J .p ; D O +'' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SCALE Is Historic Property Glendale Dairy at 608 Polk St, Port Townsend WA 98368 DIE C E � E Inventory Report for EOCAT/ON SECTION Field Site No. Bik 135 OAHP No.: Historic Name: Glendale Dairy Common Name: Dental Office, 606 Polk St. CITY OF PORT TOWNSEND Property Address: 608 Polk St. Port Townsend WA 98368 Comments: DSD County Towns hi p/Range/EW Section 1/4 Sec 114 1/4 Sec Quadrangle UTM Reference Jefferson T30ROl W 02 SE PORT TOWNSEND SOUTH Zone: 10 Spatial Type: Point Acquisition Code: TopoZone.com Sequence: 1 Easting: 517889 Northing: 5329106 Tax No./Parcel No. Plat/Block/Lot Supplemental Map(s) Acreage 989713505 Port Townsend Original Townsite BLK 135 LOTS 5&7 -1 (S70'EACH) — — — -- — ——— ————— -- --- -- — ——— —— — ———— --—————— r — — — _ IDENTIFICATION SECTION Survey Name: _JCHS Historic Property Survery — �� ����e-a "p�,''a r�.�i✓a Za�e* Field Recorder: Pam Clise Date Recorded: 9/2/2006gv Owner's Name: Owner Address: City/State/Zip: F f � x >a� 5 c pll Classification: Building : �a�x � " .a � � Resource Status Comments L'S J�lfr�, .� �i�*'^�4ti`�, �5 e _gli�a''� q in',wa4.aa�?a,..r4 -p ar1yL ;'�zi4"j''�r au b �T¢ ..y�(;,Ya...s• e'""y Survey/Inventor Within a District? Yes Contributing? No National Register Nomination: ! Local District: National Register District/Thematic Nomination Name: Port Townsend Historic District - - - - -- - ------ - - - -------- --- --- - Historic Use: Other Current Use: Commerce/Trade-Professional I View of taken OSO Plan: Irregular No.of Stories: 1 I Photography Neg. No(Roll No./Frame No.): ON3SNMOl It Od 30 A113 Structural System: Balloon Frame Comments: --------- - -- ---- fan _ _ Changes to plan: Unknown Changes to interior: Style FormrT yp p 6007 G r Changes to original cladding: Unknown Changes to other: Modern Commerc aI-On Par Block Changes to windows: Unknown Other(specify): l V I n a Page 1 of 3 v U lS Printed on 12f7/2009 11:15:13 AM � { � ("...._ �_ � _. E f i f 1 1 f,. f �--- .. . i._..__..._.�_.. _-- - ^Jt y s � 1 Y 5,L�,�'`J�TM <t'.•s'a r�42K��',.t i-+"�'l��u�t� ..�7ST�'�y d�x ������"i`w.s b''"�-�"`��'.. tS� f� r r 00 -38 DEC 10 2009 ,• k J rr'k f' C Y 0 • `, D FC 5 �� I�- , •.:,,..:�'�;. F PORT TOWN V L 2�JD . ' f: DSD TY Of 1RT ':WNSEND ' ' 1 inch=50 feet � �Y R !t ��73f�✓ o �x 4$�`3 _.. Y l _ WA f�f � _ - 3as-k v 3 L "r s P' ✓ Y � r"�y �J Yy. 4 r 3 � W ECEIVE Evil ' E 1 1 li =` �s q !e 7� r: t i li � i� � ♦ =s? y 4gj S Y tiT ;L!4�'• �}fV' ,,�� p;: Try. 'S. s.. ;k'& �-' `�.. ?'-A e�tS'-+a p t,� .�5-:: z.,, a:Rz: R a - .-_ !E- 'ri•,' sty L - ..,��r. a f 4 51 a Y .' S* 5 H.� � '{• 3 � t i � � ��{ t✓ -ey £ � vxx ��� �I!t°', 'i t ¢�� �f �q1 r .'�C, ¢ar;a �.f},5 --.�,�'��8�,•� :. .; t. 1E � E � IV .: a rl y 1 +•11'V' 1 Y ° jr� C T t s4 f 1 i J `1 � + > Lit; .. x �t+. ryi_ `'•J1 fa C' �! / 3.yY � 15r4r1 Lf �.1-t f�j. Y,�} f.Yp,J�y'�: 47': .f' �IY 5/+fin n1 7 ¢ IYrM.a+' Xt'+�,Y,N '!r Fes'14 ��fsa '1• S,+* y? w r t.1��,'V+,•p 7a I �'�' ' ��' �•,, '.��.� °„��n,�z ��'�,�" rv2j p"�{�����' � flag, �. � '° j}��1 g"�`b�°H,�EE a V �e r�""'� a '? `�f�✓ NEuaSi .��•�l 4��� �,�f��r�� T �� �i i� f F/�0w �•{ 4 P ` YM � F dd�.r(J d y { Gy y/�� •� � iy, F I � i { DEC 1 5 2j.,3 Dimensional Data CITY OF PORT TO'WNSEND (� DSO D E E Figure 2. 3-5 tons- SCO36A,WS6648A,1MSee" Notc All dimensions we In Inches/millimeters. D E.0 10 2009 7w M M EMAPOMM SeC710N . AACE68 PANS. caNtwyleeRtwt CITY OF PORT TOWNSEND 4 DSD 36 vc 1�a vn rw t06 w Al.TERNAW C orm U-tawrWA,"M ® coa ® urarOONtlrxvvtrte fl 9� m1W uslamrgou�tatP WWWE Q0gM PORT Aoc®s 1 Wr psW Gill ME t c4 rw t 3 ioc t urerpowmww rtatM► MkHow 4719t 19�rr raWnw.&OOM69MM Zri iw ,a i tg[uriczMwr*wEn I IN waa�rrEaeev� OOatnor.AM C016s11Msoa ACCEM PAMOL Figure 3. 3-5 tons-downfiow airflow supply/retum-through the base utilities Note. All dimensions are in tnches/munmetem P26�M 8 64M j p4w RM st1P M 1r 457lM ze 6100 M REiUW! LJ 18U OOffJBi6A7E a yr 1 e4 1�iM� 7lti Mli l3ecr»cu a/snr trssrAtr PKGFLPRC003-EN 89 V h V ram' Dimensional Data UI I Y OF FORT TOWNSEND I DSD Figure 4. 3-5 tons-horizontal airflow supply/return L E Note: All dimensions are in Inches/millimeters. 0L00�111NIM OWNSEND 28U' J�tt�1 RETURN 14 3w 4 314' 57J� 121N�1 0 SUPPLY Q 31W 8S/tiNA 17 V4 8 T 438A*1 �1 3/444 NPT DRAIN OONNEtrTION Figure 5. 3-5 tons-unit clearance and roof opening Not& All dimensions are in Inches/mInimeters. CLEARANCE CLEARANCE 37'(940 MM) HORIZONTAL FLOW-18"(467 MM) ,or DOWNFLOW 36"(914 MM) TYPICAL ROOF OPENING CLEARANCE FROM TOP OF UNIT 72' 68 3/18' (1732 MM) (1016 MM) (940 MM) \ 441l2"� 30 MM) CLEARANCE 48'(1219 MM) \ CLEARANCE 36'(914 MM) 70 PKGP-PRC003-EN 7AlRW Dimensional Data Figure 8. tons-economizer,manual or motorized Figure 9. tons-swing diameter for hinged dooris) fresh air damper option Note:All dimensions are In IncheWmllllmeters. Note:All dimensions are in inches/millimeters. f t c t mum 17 Ur %r 221W .18u w1 WEMli) ws►..v Figure 10 3 tons-barometric relief damper hood Note:An di sloes are in Inches/mIllimeters. 815.h5- DEC 1 5 171 M Vila' 732 MM CITY OF PORT 1OWNSEND DSD SECE WE DEC 10 2009 CITY OF PORT TOWNSEND DSO 72 PKGFLPRC003-EN v U DEC 1 5 2 9 DEC 10200 CITY OF PODSD ITOWNS ND C,pn+Pl y 1 CITY OF PORT TOWNSE D DSD ,IN <Oq 1 a a� Poole.3$ U . D �9 'RKHA DEC 10 2009 RT ND EPXRITIN G f'�AN FOR DR. ST'URD1 V N T 1631 USEABLE SO. FT. tLEASEHOLD.AREA MAY VARY) r-- - ------- ----t �.... TR ' gr � F'RI V+1TE . ' OFFIGE � Briar + ROOM O ' MR-Ui i LEI t STlr=F M�J FTR-#-!5i , BUStN�SS L x 8t oF�c� 1 r---------. r-----1 E yE. r�. 0 1 2 3 576 7891=0111213141516 '1718t92O DEC 1 5 2C09SCALE CITY OF PORT TOWNSEND DSD 2004 hington State Nonresidential Energy Code C Dance Form 11-11MAYM - ME= 2004 washnitm state Mmesklwtaf BmW Code Car tram Forme Revived Nan M Project Info Project Address Dr. Sturdivant Date 12/10/2009 608 Polk street For Building Dept Use Port Townsond Applicant Name: Air Flo Heating Applicant Address: 221 Beet Cedar St Applicant Phone: 360-385-5354 Project Description 3-r`.,r :". ,✓� /Loop 73� ref Pomp w�+'�s Eco.�e,rr�sei, Briefly des<xtbe mechanical WC. w��� �&Vc- e.x�os cd Due+ 0" /Loop o f -FrOCA oxcA .,1�a'4 system type and features. trend ttd. 77iG A+� s be abaci sosr,.de-c r--t 1-111 5 1 �✓ Includes Plans Drawings must contaln notes requireing compliance with commissioning requirements-Section 1416 Compliance Option @)Simple System 0 Complex System 0 Systems Analysis (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. Coolie Equipment Schedule Equip. Capadty2 OSA CFM SEER ID Brand Name' Model No.' Bluth Total CFM or Econo? or EER IPLV3 Location Tram RSC036 36000 1200 Econo 13 UER HeatinEquipment Schedule Equip. Capadty2 OSA din ID Brand Name' Model No.' Bluth Total CFM or Econo? Input Btuh Output Btuh Efficiency' 1 Trans WSC036 36000 1200 Eooao a HSPF Fan Equipment Schedule Equip. ' ' —SP'——HP/BNP1 rt> LL n o�ID Brand Name Model No. r EEM�, In) EbE � vEINI ��I .III 1II i r, I III nGr 1 r, iui I , "1 -- - 16- I DSD � ^vDSo V„"V 'If available. 2 As tested according to Table 14-1A through 14-1G. $If required. {COP,HSPF,Combustion Efficiency,orAFUE,as applicable. 5 Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). Parcel Details Page 1 of 2 ' ra NO M s f 18! R»a Weather Station Database Tnols- Ma s Vle P,_ �_ � � Home � County Info ' ae�artlT�ent� � Search y Parcel Number: 989713505 SEARCH Parcel Number: 989713505 Printer Friendly Owner Mailing Address: CLARK STURDIVANT DDS 608 POLK ST PORT TOWNSEND WA983686532 Site Address: 608 POLK ST PORT TOWNSEND 98368 Section: 2 School District: Port Townsend (50) Qtr Section: SE1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: PORT TOWNSEND O.T. Asses.sor's..._Land Use Code:_ 6500 - PROFESSIONAL SERVICES (doctors, lawyers) Property Description: PORT TOWNSEND O.T. I BLK 135 LOTS 5 & 7 (S70'EACH) I I I Click on photo for larger image. F No Fx =J No 2nd Photo Photo Available , Available I ' I No Permit No Assessor Data Data Available ax, A V, Sales Info Map Parcel Plats&Surveys Available u� fify HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac littp://www.co-Jefferson.wa.us/assessors/parcel/parceldetal1.asp 12/16/2009 Look Up a Contractor, Electi n, Plumber or Elevator Professional L ise Detail Page 1 of 2 Information in Spanish I Topic Index I Contact Info Search Home Safety Claims&Insurance Workplace Rights Trades&Licensing Find a Law(RCW)or Rule(WAC) Get a form or publication Help Return to List > Start a New Search > a Printer friendly General/Specialty Contractor A business registered as a construction contractor with LEtl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Verify Workers' Comp Premium Status Check for Dept. of Revenue Account Name TRADE WIND UBI No. ;J 602254417 BUILDERS Phone No. (360) 385-3340 Status 7 ACTIVE Address 1238 TREMONT ST License No. TRADEWB931 DG Suite/Apt. License Type CONSTRUCTION CONTRACTOR City PORT TOWNSEND Effective Date 3/7/2007 State WA Expiration 3/7/2011 Date Zip 98368 Suspend Date ,) County JEFFERSON Specialty 1 GENERAL Business Type Individual Specialty 2 UNUSED Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date DateERIC Status ERICCCC941JS CONSTRUCTION TION CONTRACTOR CONSTRUCTION GENERAL UNUSED 4/10/2006 4/18/2010 ACTIVE CONRUC TRADEWB944LB TRADE WIND CONSTRUCTION GENERAL UNUSED 6/2/2006 6/2/2008 RELICENSED BUILDERS CONTRACTOR QUEENB-984RR QUEEN CONSTRUCTION GENERAL UNUSED 12/19/200212/19/2006 RELICENSED BUILDERS CONTRACTOR ,77 Business Owner Information i Hide All Name I Role I Effective Date Expiration Date QUEEN, JASON JOWNER 03/07/2007 https://fortress.wa.gov/lni/bbip/Detail.aspx 12/15/2009 Look Up a Contractor, Electi n, Plumber or Elevator Professional L ise Detail Page 2 of 2 Bond Information Bond Bond Effective Expiration Cancel Impaired Bond Received Bond Company Account Date Date Date Date Amount Date Name Number 1 CBIC SG6498 03/05/2007 Until $12,000.00 03/07/2007 Cancelled e Insurance Information ,) Company Policy Effective Expiration Cancel Impaired Amount Received Insurance Name Number Date Date Date Date Date 2 CBIC C1 2SG6498 04/07/2008 04/07/2010 $1,000,000.0003/17/2009 1 CBIC C12SG649803/05/200704/07/2008 $1,000,000.0003/07/2007 About L&I I Find a job at L&I I Site Feedback I Toll-free Numbers � 11 i lunilnn'E ©Washington State Dept.of Labor and Industries.Use of this site is subject to the laws of the state of Washington. o_. Access_Agreement I Privacy and security statement I Intended use/external content policy I Staff_onty link LM=M-1c all" https://fortress.wa.gov/lni/bbip/Detall.aspx 12/15/2009 Business License Search Page l of 1 l xa� SrtcronrAxS rcr 'ARrsCn►taunrTv a" f F€e fi 1 er�t<; ct i iCts Hatt:', C—qunei Siabmh Wet Home>Finance>Business License Search 0 r ;nks Forms City of Port Townsend Forms Business License Database Search Utility Billing Online Bill Pay Business License Info Budget£t The City of Port Townsend Tax It Business License Records Database provides you with public Audit Reports information for businesses registered with the City of Port Townsend. It is a free service provided for informational purposes only. Creating a list from this information for commercial purposes is prohibited by law. Use this page to search for"Active Status"businesses to get business name, owner and location information. Business Name: trade wind If the complete name is not known, Search you can enter a partial name.For example,if you enter the word House,every business with that word in it's name will appear. Business Name: TRADE WIND BUILDERS Site Address: 1238 TREMONT ST Owner: SOLE PROPRIETORS HIP STE Ownership: X"@ License Number: 008537 UBI Number: RAL CONTRACT ORS-SINGLE-FAMILY HOUSES CONSTRUCTION ANNUAL (END OF D (360)-379-5047 The Official Website for TTY Relay:711 or(800)- City of Port Townsend Government Website Copyright Disclaimer 855-1155 ©Co g Best viewed with Fire fox and Internet Explorer http://www.cityofpt.us/Finance/HDL.asp 12/16/2009 VORT u o Receipt Number: 10-0105 Receipt Date: 01/28/2010 Cashier: SWASSMER Payer/Payee Name: Trade Wind Builders Original Fee Amount Fee =P_ermlt:#_ —_: Parcel- .Fee Description - - r:...-Amount---.---_�..�__Paid- __._ _--Balance.-_- BLD09-240 989713505 Plan Review Fee $267.44 $267.44 $0.00 BLD09-240 989713505 PLAN REVIEW REFUND 50 -$50.00 450.00 $0.00 BLD09-240 989713505 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-240 989713505 Technology Fee for Building Permit $8.23 $8.23 $0.00 BLD09-240 989713505 Building Permit Fee $411.45 $411.45 $0.00 BLD09-240 989713505 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $651.62 Previous Payment History .Receipt#. Receipt.Date... _ _._ Fee.Description__._ ._ _ _._ . _ Amount.P_aid__ . Permit# . 09-0958 12/15/2009 PLAN REVIEW DEPOSIT 50 $50.00 BLD09-240 Payment==—=- -__.-=Check=--==_=--=--- _-Payment Method Number Amount CHECK 1693 $651.62 Total: $651.62 genpmtrreceipts Page 1 of 1 O�90RT Tod y Receipt Number: 090958"' =Receipt'Date 12/15/2009 Cashier, MWAY Payer/Payee Name Trade Wmd Builders ... IN sa'AMM u rN r cT On anal Fee Amount3 Fee god a� g s x Permit# Parcel Fee Description ' Amount Paid ;;Balance BLD09-240 989713505 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 Previous Payment=History x s n��q a d s s Receipt# r Receipt Date, t z�• •Fee�Decnption� 6 Amount Paid , Permit# . Pa�yment� � �' Checkt { Payment Method� ' Nu�mryber ���,f .Amount CHECK 1675 $50.00 Total: $50.00 genpmtrreceipts Page 1 of 1