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Home My WebLink About09133 ProPoSea NNW Eve-VfMCL t W R-t C�air & C(OCS ,orr of 2a9 Mowroe Sf. scale I r f 5" 5" ------------ I I I E-Iil*p„q r a u,f nOt--o sca/e- I ! n�r 8V l FOR CODE I COMPUANCE I a ��:f� � ' 7•� l• Del pERW ag�� 3 G q > Cc,vtcrean box cote C cYt w/ r2b0.r r-ro.�\ pin / see. ne..j desi[JYn-Gv(- tE-Cerev,ce) Ex;s�r��q lotid;��g cov�cra�e. �ouuvda-li�N � REM I ' c` r ! EY�51i�y ..laur/�hJ c�ri. - - - - - - - - - - - - - - - - - - - - -- - srrleiJCI +4L eris+!oq 51dewa�K IQ-v u '�:ww�. Why=. �PrQflcCec� �Gf��INcJ vnkw c�<t�l level W,,il b.r-• ,ll r� st-r W too5 T s I � S N 5�on cen�•er• l�nctio�Pd '�n Co v,c re.•4"er --- J Doov (�" +h�cK I�.irr115 r�/ re-bar Garn far Q �o<Uti, r. l I bo. lCo CV Ito d cuAt l 1':I- 1. or l4kh),vi 14,16,-I "'A Co,Juotj 4-w ��00(' UY (1-0� b(I ;m J Lz (r" CnUP.f. Wtlddle, O F FIIk. G.,rvvis . _ I (� SEE Pr-CTt�{�tED \ i yo ----- ro" 1 o" ro' ra•. I 5eo/e p le ferP'^tP AN P r PG _ pn I y . _._..... dl __.. .. New Prur zs' - 5 p , MOO �� N1 LAB,/D/AA57 �. 4. a . . cuuc�a�o � ce�har exG�,�ie a�- re bar j' OASA,2, off' +L&o Wa(l; 04 �s� Joe C� R�S�R br(G i-r 7 j X �` 2D-- y" MIN. 101' ro" Sed iloo �teP5 TRE'A DEPM l l -- --- depevvc oU hew pour 5oa-1H b ►Jo��h QROv�D C Hit iDR�cl� � SI D—= OF S?%k -- 20 5, 5" 5„ 5.' dA J ll I/Auu lq -4U� 5�ep�> �Ov' ✓`R i ��v� q Movvroe Sk. V'iew de O Chapter 5.General Site and Building Elements ICC/ANSI A117.1-2003 505.10.1 Top and Bottom Extension at the landing surface, or shall be continuous to Ramps. Ramp handrails shall extend horizon- the handrail of an adjacent stair flight. tally above the landing 12 inches (305 mm) 505.10.3 Bottom Extension at Stairs. At the minimum beyond the top and bottom of ramp bottom of a stair flight, handrails shall extend at = runs. Extensions shall return to a wall,guard,or the slope of the stair flight for a horizontal dis- floor,or shall be continuous to the handrail of an tance equal to one tread depth beyond the bot- adjacent ramp run. tom tread nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair 505.10.2 Top Extension at Stairs.At the top of flight. i a stair flight, handrails shall extend horizontally above the landing for 12 inches(305 mm) mini- 506 Windows mum beginning directly above the landing no- Accessible windows shall have operable parts com- sing.Extensions shall return to a wall, guard,or plying with Section 309. 12 min 305 12 min 305 fIf i i . I Fig. 505.10.1 Top and Bottom Handrail Extensions at Ramps 12 min x=tread depth 305 x x Fig.505.10.2 Fig.505.10.3 Top Handrail Extensions at Stairs Bottom Handrail Extensions at Stairs 44 HELD "Off , Pro pose J NNW F-hAX'0,AU- 4 WkRA C a'!C XCW-!S- af 2.n9 Move roe. St. scale 31 �1� f i � I I C'It! net lc Sca/� over s:,+P-PS REVIEWED FOR CODE COMPUANCE DATE 110'j ;t0 PERMIT 0.. cc-tAct-eAr, b0,( W/ rpbar 4�ro S new 6ell,cw,�r L COPY td; EY;S+419 side walk [(Lv4PL*, Ulmvj-lnujv, Wvn1 prapns-ed lavdivq V-,kw c�W told wAt br Iti�r, 1. Owl 0 C; 9"� PosTs — S /� 5�or Center. AY)c.horecl I h J Doov tide ....... - I ILin115 to -har Cavn4,a r O- rA l l l bo- V%(k ��Ilocl tul��l P:�I'rl. 0( 12u171)10NIUCJOI;AL rain [�U2_VOr� r,�td:4 ainp_ (C40(' day 6OY COO-4fUL-.-hOO 104<, /velar �, J (aa.. s" c O VIP r. SEE Prrr 410' /0" Sea le 17 ' -hv All F/PG �.. .. �3/'�1f diaMP{er . new u r - ZS _--- --- - .-............ __V�---- _.._ ........ _ ------— L3O ✓ a O F I i-L r / LmuCe�o � r� bar - �' exa u,/J�2 a� r2 b4r 'f�(�rlaL 1�2-bGt1� 14�41<0� inn<>irle, o� klw wall; n� i i i� frawt� o l boy vao�d r - O uru� SC4 h, RISER H4—:-IG+t-r 7"",4 TREAO DEPTH t klo 4c ... ............. 6:5 T- A4cJlovs: -X 5ee po) 2, 4elool')0 'n't-A q-0 vA kksl a V'I e-W r Y-ci Chapter 5.General Site and Building Elements ICC/ANSI A117.1-2003 505.10.1 Top and Bottom Extension at the landing surface, or shall be continuous to Ramps. Ramp handrails shall extend horizon- the handrail of an adjacent stair flight. tally above the landing 12 inches (305 mm) 505.10.3 Bottom Extension at Stairs. At the minimum beyond the top and bottom of ramp bottom of a stair flight, handrails shall extend at runs.Extensions shall return to a wall,guard,or the slope of the stair flight for a horizontal dis- floor,or shall be continuous to the handrail of an tance equal to one tread depth beyond the bot- adjacent ramp run. tom tread nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair 505.10.2 Top Extension at Stairs.At the top of flight. a stair flight, handrails shall extend horizontally above the landing for 12 inches (305 mm) mini- 506 Windows mum beginning directly above the landing no- Accessible windows shall have operable parts com- sing. Extensions shall return to a wall, guard,or plying with Section 309. 12 min 305 12 min 305 C3 I Fig. 505.10.1 Top and Bottom Handrail Extensions at Ramps 12 min x =tread depth 30i Lx Fig. 505.10.2 Fig.505A0.3 Top Handrail Extensions at Stairs Bottom Handrail Extensions at Stairs 44 NE CORNER LOT 1 REPLACEMENT POINT OF BEGINNING I (FUTURE)SIDEWALK REPLACEMENT DRIVEWAY APRON (FUTURE) CONCRETE SLAB - TRUE POINT ro s o 10 20 so OF BEGINNING 111 ELECTRIC SCALE M STAIRWELL ----- METER x POINT OF LIGHT POLE h_N�. BEGINNING EASEMENT (SEE INSET DETAIL) W o m ti < PARCEL r PROPOSED ' W f ' 989704401 N59028'05"E r 10.00'to to _ W WAI N ENTRY � i � REPLACEMENT O I O x cti O O ch LOT 5 L T 3 L C1 T 1 SIDEWALK ° r ° n.. (FUTURE) M ( M Z L _ 10.00' y EXISTING S 59°28'05"W JA VERTICAL CURB INSET DETAIL ' PROPOSED CURB&GUTTER .a> (FUTURE) NO SCALE EXISTING ISIDEWALK 36.5 Feet (ROAN} PROPERTY LINE (PARCEL BOUNDARY) STOOP W _ CITYRlGHT--OF-WAY EXISTING EXISTING REPLACEMENT 3 GRASS STRIP VERTICAL CURB SIDEWALK ;-�-: .'u.• PROPOSED M O (FUTURE) PROPOSED ^ `"" "'' - SIDEWALK& FUTURE CURB 8 GUTTER HC RAMPS AA � i PROPOSED O � (FUTURE) ��._ /� SAW RAIN (FUTURE) !"f GARDEN (FUTURE) M S 59027' 23" W WATER STREET CERTIFICATE OF REVIEW and FINDINGS OF THE HISTORIC PRESERVATION COMMITTEE Design Review Application HPC09-030, American Lel4ion The Port Townsend Historic Preservation Committee has completed its design review of the: Replacement of the front (Monroe St.) entry. Existing concrete landing and ramp to be replaced with similar arrangement only ramp would run to the south, rather than north. North side of landing would.have steps to grade. New railing to be installed Representative: Joe Carey For the building located at: 209 Monroe Street The building classification: (highlight one): N/A Pivotal Primary Secondary Altered Historic/Recent Compatible Intrusion Review of the project is: Mandatory Compliance with review is: (circle one) Mandatory Voluntary The review was conducted pursuant to Chapter 17.30 and of the Port Townsend Municipal Code, and was based on the application submitted on July 9, 2008 Applicable Guidelines: Secretary of the Interior Guidelines After review of relevant design guidelines, the Historic Preservation Committee finds that the proposed development: (circle one) CONTRIBUTES IS ACCEPTABLE DOES NOT CONTRIBUTE to the Port Townsend Historic District AS PRESENTED, subject to the following conditions/limitations: 1. The new railings for both the steps and the ramp shall match the existing railing in material (galvanized). The railing may be painted the same red as the existing railing or left with unpainted galvanized finish. 2. Concrete finish work for the new r and steps shall match that being used for the new sidewalk bein ' stall d alon onr Street. Issued this day of 7pr � "'� Chair, Historic Preservation Committee T ovedapproved by DSD Director (or designee) lied Permits:Form Letters2 Page I of I—Revised 12198 i Meg Way D U t5 From: Joseph Carey Uoecareyinpt@yahoo.com] JUN 1 7 2010 Sent: Thursday, June 17, 2010 9:54 AM To: Meg Way CITY OF PORT TOWNSEIVD Subject: Legion building permit DSD Meg-- American Legion Post 26, located at 209 Monroe, Port Townsend hereby withdraws Port Townsend building permit BDL09-133. This permit was for construction of a new entrance ramp on Monroe Street. Work on the replacement ramp was never commenced and Post 26 currently has no plans to build the ramp. Sincerely Joe Carey, Commander 6/17/2010 Development Services of Qoar row Suite 50 Madison Street; Porf Townsend 1NA.98368 u o Phone:"360-379=5095 Fax ;360 344-4.61.9 9`�oFWA www.cityofpt.0 s Commercial Building Permit Application Project Address &Zoning District: Legal Description or Tax#): Office Use Onlr Additional (9 t l . Per t 33 Block: ' Parcel # 4(0 Lot(s): - Associated Permits Project Description: �✓��✓ �/zONy' �ii/�/ �� f"�� > 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 Oyyyyner: 65r'�.2t4- Lender Information: Name:� �/t/G¢A! JaAl Lender information must be provided for projects Address: over$5,000 in valuation per RCW 19.27.095. City/St/Zip: Name: Phone: !!E E �Y) Project Valuation: $ Email:T 4 �,�•✓/�7' �A GD/�-! Contact/Representative: Construction Type: Name: !� /,��C,l Occupancy Rating: NJ Address: a 3Q � Building Information (square feet): City/St/Zip:_ P't+/6 1s`floor Restrooms: Phone:31�— 2 9-- rE3 2nd floor Deck(s): Emai ' !/iA/��I��,c/�T@ //�W9D. Cp 3`d floor Storage: Basement: Is it finished? Yes No Contractor- /� O Other: Name: 7l�//'1 --New ElAddition ❑ Remodel/Repair ❑ Address: I�� F C F ` L �Change of Use ❑ City/St/Zip: Phone: �,� 1111 2 �' �- ( Email: I w I TotI Lot Coverage (Building Footprint): State License#: I 'Exp: r u_FP ORT TO'WN',Eh� Square feet: City Business License Implervious 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 permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: D� /2� ��"� �✓fj�/2 Signature: Date: L I C 0/� t� �P e�rr�.� PRY r�ees l Yg J C) 7-z2-C� ?ORT Tp�? CITY OF PORT TOWNSEND r l Historic Preservation Committee - DESIGN REVIEW Of Proposal(s) Within the National Historic Landmark District APPLICATION #: HPC Applicant Name: 6e� Mailing Address: Day Phone 3A Architect/Designer/Represent tive: � Mailing Address: Day Phone: Project Stree A dress: ?A d 9 'a��— A Legal Description: L�6f 1 L't� k4 Parcel Number: D Property Owner Name (if different from Applicant): Day Phone: Project Description: N All applicants and property owners must sign the application below to signify agreement with the proposed application. The Applicant(s) hereby certifies that all of the above statements and information contained in any exhibits,plot plans, or other transmittals made herewith are true andprovide an accurate presentation of the proposed project. The applicant(s) acknowledges that any action taken by the City of Port Townsend based in whole or in part on this application may be reversed if it develops that any such statement or other information contained herein is false. The undersigned hereby saves and holds the City of Port Townsend harmless from any and all causes of action,judgments, claims, or demands, or from any liability of any nature arising from any noncompliance with any restrictive covenants,plat restrictions, deed restrictions, or other restrictions which may have been established by parties other than the City of Port Townsend. /-?1C�� /dam A t S Date Property Owner (if different from applicant) ' Date Page 1 of 2 8/7/2008 �;;•�,; TJ-Y,',D I t r�� _ f Description [BLD-COAA-NIISC C0mmercia111scellaneous . u nut Date Primary Parcel 1 Flint M DetaHs <°= Parcels � SfrifcturEs yal�atioa��F"ixhues x �. Fees SuAmlitils� `App lrcahsm �, ` h rr S• t-a $- {s -:-Fee Code r pY Based tin 4 t AW WA nrrent Quaiitiijp Calculated;Quantlty� Fee�aiount V uatiAl __ 50001 5000l $111.25� _ _ BPF-PF. 50001 50001 $5.75 BPF-TECH _11 abuati,u --t-- 5000 5000 $5.00 t APR-DEPOSIT 50 Static $50-00 i $50.00 ,'PR-REFUND 50 �Pt16C -$50 00 �jPRF Valuation 50001 5000 r — $72.31 5, �T�TE-CODE (Jt ofUtuts ! , $4.50� Fee Descnp i6i Puildnng Pernut FFe p Total Fees $19�.$1 h ��"� s` � Calculate t,ulrent � t alculate All ,� ^' x:`*t r qTD IY0 FOI i lu :fr' U C�JJ OF PORT TOE i y Receipt Number: 09-0524 T,,' , 4' MA ffipj m Receipt Date r 07/0912009 '" Cashter �SWASSMER� ��Payer/Payee Name°F, AMERICAN�LEGION POST#26 f= Permit#r Parcel Fee Descnpt�onv` ;,x Amounts_ ; ,Paid 1 Balancer BLD09-133 989704401 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 c 3 P H►s F rev►ous Payment to Fee Descn Uon t AmountPatd� Penmt#Receipt# Receipt Date; p Paymerit Check ` Paymenta``T Method F Number z Amount CHECK 5836 $50.00 Total: $50.00 genpmtrreceipts Page 1 of 1