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BLD06-157
p°rt r°w CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT 250 MADISON STREET--SUITE 3 ti_may PORT TOWNSEND,WA 98368 CP PHONE(360) 379-5082 FAX(360) 344-4619 RESIDENTIAL CERTIFICATE OF FINAL INSPECTION ADDRESS: PARCEL NUMBER: BUILDING PERMIT NUMBER: PERMIT APPLICANT: 7, ,, k This form, when signed and dated by a City of Port Townsend building inspector, certifies that the work performed on the structure named above, under the specific permit listed, conforms with the requirements of the City of Port Townsend Municipal Code. Inspector Signature: '_ r, r Date: This form is a three-part form. The original of each part is as follows: 1—White(City File);2—Yellow(permit holder); 3—Pink(lender copy). Accept no photo static copies. CONSTRUCTION PLANS ARE REQUIRED BY LAW TO BE KEPT ON FILE BY THE CITY FOR 90 DAYS AFTER THE DATE OF FINAL INSPECTION. AFTER THE END OF THE REQUIRED 90-DAY TERM, PLANS NOT PICKED UP WITHIN 30 DAYS MAY BE DESTROYED. 0 0 0*poRT Tpit CITY OF PORT TOWNSEND ci . 1Ey DEVE LOPMENT SERVICES DEPARTMENT 250 MADISON STREET--SUITE 3 .. Pie PORT TOWNSEND, WA 98368 'pw PHONE (360) 379-5082 FAX (360) 344-4619 RESIDENTIAL CERTIFICATE OF FINAL INSPECTION ADDRESS: "T/2 / ill OU F'1 erl C PARCEL NUMBER: 9g9‘ 709202 BUILDING PERMIT NUMBER: B 1--) o‘ - 15 7 PERMIT APPLICANT: , Ci 1 77 Liqr<3 1 This form, when signed and dated by a City.of Port Townsend building inspector, certifies that the work performed on the structure named above, under the specific permit listed, conforms with the requirements of tfi)Ci of Port Towns Municipal Code. Inspector Signature: , --"k4 ''! 7'1- O� Date: Z 2,&1 c, >/ This form is a three-part form. The original of each part is as follows: 1—White(City File); 2—Yellow(permit holder); 3—Pink(lender copy). Accept no photo static copies. CONSTRUCTION PLANS ARE REQUIRED BY LAW TO BE KEPT ON FILE BY THE CITY FOR 90 DAYS AFTER THE DATE OF FINAL INSPECTION. AFTER THE END OF THE REQUIRED 90-DAY TERM, PLANS NOT PICKED UP WITHIN 30 DAYS MAY BE DESTROYED. Z rZ� f . Llot_—GL ,______DF OP 1110 poor ra e*__ .c,�1.y�' CITY OF PORT TOWNSEND i DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT °'wps+05 CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE NSPECTION. FOR MONDAY INSPECTION,CALL BY 3:00PM FRIDAY. DATE OF INSPECTION:L-2) f8/ PERMIT NUMBER: Ailo6 -- /4,----7 SITE ADDRESS: `/ / f , e7-- / 5-1 y 2-7) IuN KC'C jJE I CONTACT PERSON: �;" PHONE:E: TYPE OF INSPECTION: 11 M P L t E/2-- (AV i 4 I / y/ 412 % L IC_ oc_o_cP(ri I ,, 0 APPROVED ❑ APPROVED WITH ❑ NOT APPROVED Q:„..., CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector � �- t� /4� `—(TIC �"`'� 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 work is not ready for inspection. • 0 �o�poRr ro�tim CITY OF PORT TOWNSEND 6 -,��0 z DEVELOPMENT SERVICES DEPARTMENT ��� INSPECTION REPORT TWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECT ON. FOR MONDAY INSPECTION,CALL BY 3:00PSM�, FRIDAY. DATE OF INSPECTION: 2 (8/Q? PERMIT NUMBER: G t--1 v 6 - / 57 SITE ADDRESS: 4/2 7 ``Y/0 3 YD(EL fcr /L CONTACT PERSON: PHONE: TYPE OF INSPECTION: ± ,�� L 1/2_, V&)( ( `�' c. 0e 70 &ecuPY ' .... ------______________ _____..., _______ 77----- ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before Cc�hecked at next inspection proceeding. I Inspector C V `� Lo L Date 2 / (9 7 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 all po co n ro / x 4. CITY OF PORT TOWNSEND =�.. DEVELOPMENT SER�VTCES DEPARTMENT 4 %.:tvir.ay INSPECTION REPORT For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the da y before y ou want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF j vog ERMIT NUMBER: �j 1---1, ---7 SITE ADDRESS: (4 -LA cue CY-- PROJECT NAME: CONTRACTOR: CONTACT PERSON: �� PHONE: ( TYPE OF INSPECTION: .' e L.44Y16 Z- AIM INDERVIAMIr ALL S c___. 2 . . _ " .Atif 'bi / italic_ .I . 2e NW , (0 claavt-c‘-j----" �... 7f. 71 A9-6-4- ❑ APPROVED x ROVED WITH H NOT APPROVED CORR}, TIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector Date 7,,. 3 3 Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may he assessed if work is not ready for inspection. CO O = » a \ a = / o / a m X 0 k ) m E r § 7 ■ = Q ‹ £ _ -0 Q q @ | o o (D �, o > E CD CD m z1% 0 \ 14 > k k� 0 ƒ � � � } ƒ 4 .& � � u,-, • 0 j �� 8S / M 0 \ = \ Al . A , _, x ° I. � � � - C ', . CD m PI� 5 2 s ,D-7 . * \ U ��@� % 0� 0 cn¢ 2 \ � §/� � � j . , O k \ / � � .� . g 0 C < ° ƒ S . I _0. 5 $ O % . �r \ . _ . 0 . -0 7 *7 ; ip IT C 00 3 g 3 @. 2 o % , E a. / ) cn / 0 \ / = .. _ e n@ 0 0 o4pOpTrO4, CITY OF PORT TOWNSEND . ° DEVELOPMENT SERVICES DEPARTMENT v:'t '=/r1c� INSPECTION REPORT °r"WA� For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. ( DATE OF INSPECTION: 6 PERMIT NUMBER: , —l S.7 SITE ADDRESS: 4 l , -'� '' 2�j 1 21' PROJECT NAME: (-"I'L) CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION: b UCP----N- 0 ecoe, t , 5, r,'*e c 4Lk)994 C ❑ APPROVED ❑ APPROVED WITH iT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector ! 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. . 4111 0 4 vopr 1.04. L:!-° = y CITY OF PORT TOWNSEND a -,.• DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT ik 4` For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: ( _ 7 - (.. L PERMIT NUMBER: ('." I SITE ADDRESS:, ',,�, , ` tG .-, i ,. .• <:. I, PROJECT NAME: L-4-I. 1'� CONTRACTOR: CTOR: CONTACT PERSON: ,} PHONE: / TYPE OF INSPECTION: f'l\C-__A C..) 000 _ . v u't — A yz e L_ b e li"dic-() _v 0 bt(A/1/4-.7'c f_41,t(Afe,t_ icrolA 144,15S i kire6 dc--, J1 --vipt--(A,J q ) ,.... .., .vti E'er c-/`ou)cup fru& ,IScate t c or C=3._) 0 .-- ---1--C) 112-oc.-v,-- evkc,e-i-it a leec ___ ald4i-- .7T7,-- ce----ar- .,rr ❑ APPROVED APPROVED WITH ❑ NOT APPROVED /APPROVED Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector .> Date '.7 —7 —Old 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 read y,for inspection. 06/11/2008 10:21 206285 CT ENGINEERING PAGE 01/01 post-it'Fax Note 767t Dales CaJOept 0 *ill 180 Nickerson St. 1 Phone* Phone* •" Suite 302 Fax 4 Z6•E8 . /. d 9/ i ) wall Seattle,WA 98109 I e'i" „ i i► ' (206)285-4512(V) L _ (206)285-0618(F) FIELD REPORT June 11`h,2008 Larsen Architects AIA Atin: Garrett Larsen PO Box 10674 Bainbridge Island,Washington 98110 Re: Triplex with ADU Monroe Street Port Townsend,Washington Weather: Cloudy Temperature: 65°F Time: 10:00 AM-1 2:00 PM Present at site: Garrett Larsen A site visit was performed the morning of Friday,June 6e'2008. This site visit was intended to fulfill"structural observation"services as defined in section 1702 of the 2003 IBC. The code defines structural observation as:"the visual observation of the structural system by a registered design professional for general conformance to the approved construction documents at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspection required by Section 109, 1704 or other sections of this code." Therefore this report is simply supplemental to all other required inspections. At the time of the site visit,the framing was mainly completed as well as exterior finishes and roofing material. During the time of the site visit some deficiencies were noted and are summarized below: 1. Two hold downs on the first floor framing plan were not installed at grid l&A.4 and grid 1 and B. The mark for these pieces of hardware is"HD5"and per the hold-down fastening schedule on sheet S1.2 an HDQS-SDS3 should have been installed in this location. These hold downs should be installed 2. Four hold downs were not installed at the lu and 2"d floor framing plans on grid 8 and E_1 and on grid 8 and R.S. Due to the small window opening size at these locations it is acceptable to install two continuous coiled straps above and below the openings at both the4'and god floor levels. Use 2-CS 16 coiled straps with 10d(.148X1.5) nails typically. Install solid blocking behind the CS coiled strapping typically. 3. At the 2"d floor framing plan,East side of the building,the size and extents of the headers are not per plan. RF.f #2 allows for 6X8's in the designated locations. Where the headers are indicated as continuous,but were installed discontinuous,install 2-CS16 coil straps with 10d(.148X1.5)nails typically to create a continuous drag strut element. 4, Two 6060 windows were installed in lieu of a 3040 window at the northwest elevation(grid A)at the 1'`floor level. Bulletin CT-4 will address this revision. If there are any questions please feel free to give me a call. Sincerely, Benjamin McCann P.L. Project engineer Structural Engineers 06/11/2008 11:09 2062850618 CT ENGINEERING PAGE 01/02 INC ' 180 Nickerson St. Suite 302 Seattle,WA 98109 (206)285-4512(V) (206)285-0618(F) BULLETIN CT-4 Date: June 11th,2008 Number:CT-4 Project#: 06017 Project Name: Monroe Street Triplex with ADU Attached: North-West Elevation w/revised lateral system Number of Pages:2 Subject: Structural observation deficiency list and proposed fixes. Drawings affected:Delta 3;2/21/06 Structural sheets typ. Description/Action: This bulletin provides design clarification and or variation requests for the Monroe Street Triplex with ADU located in Port Townsend,Washington. This bulletin was issued after deficiencies were observed during a structural observation site visit. • The following is a punch list of the deficiencies and the proposed fixes: 1. Two hold downs on the first floor framing plan were not installed at grid l&A.4 and grid 1 and B. The mark for these pieces of hardware is"HD5"and per the hotel-down fastening schedule on sheet S1.2 an HDQ8-SDS3 should have been installed in this location. These hold downs should bje installed 2. Four hold downs were not installed at the 1st and floor framing plants on grid 8 and E.1 and on grid 8 and E.5. Due to the small window opening size at these locations it is acceptable to install two continuous coiled straps above and below the openings at both the tat and 2"1 floor levels. Use 2iCS16 coiled straps with 10d(.148X1.5) nails typically. Install solid blocking behind the CS coiled strapping typically. 3. At the 2nd floor framing plan,East side of the building,the size and extrnts of the headers are not per plan. RFI #2 allows for 6X8's in the designated locations. Where the headers and indicated as continuous,but were installed discontinuous,install 2-CS16 coil straps with lOd(.148X1.5)Mails typically to create a continuous drag strut element. 4. Two 6060 windows were installed in lieu of a 3040 window at the northwest elevation(grid A)at the Iu floor level. Please reference the attached North-West elevation for the revised lateral system. Four new pieces of hardware will need to be installed per the sketch. Issued by: BJM Post-it°Fax Note 7671 'hated/ gtg INc• ,. Tp From Distribution: By Architect. i co/Dept Co.r i Phone a Phone if Fax t1 ors 9q./.% Fax 0 zo4 Structural Engineers 06/11/2008 11:09 206285' 8 CT ENGINEERIN PAGE 02/02 E N G I N E E R I N G 1 111313 80 Nlckcrsan St. • i N State Seattle, �• / � Seattle,WA Ptu ect:.__ 98109 - - .'-r,. _Date: Z /'/ (206)285-4512 Client: - FAX: Page Number: (206)285-0618 1. til.V:**-----olry...m.....7.1„3.,..s...1 64 • r ` 0. ■ C-Y; ii)g ___T-z:LL.1.7.___ i .. . ez. . i' 7 \ _ ,___ /. . *IL --0366 , — ' . 1--.' - -. ; _ '.,., - ,t :-ti _ - b__141.k. z., , - , _ :, :'i .._ Nt rtk 4._1, • gt • • el , oi a . t , 01 NI -. - - - , _ _ . N Structural Engineers r ,. 0 0 poi CORY row CITY OF PORT TOWNSEND ' DEVELOPMENT SERVICES DEPARTMENT :1;4; INSPECTION REPORT w For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. z DATE OF INSPECTION: 7 St PERMIT NUMBER: 3 L.1) A G-(5 7 SITE ADDRESS: ck,c-oe_.-- 5-1--- PROJECT NAME: �y�,pck_} -CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION: ..+^"%.0._� 1 I.Z. � .. A + 7 .rte, .s - •C--__ '. ... EvL,.3_ ,,...4- ('It.0 g L`'1 _�\e l&P PROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS lb Ili Ok to proceed. Corrections will be Call for re-inspection before Ilk checked at next inspection proce ing. Inspector � — __ Date 6 0 () Approved plans and permit car site and available at time of inspection. A re-inspection fee may he assessed if work is not ready for inspec l(n. — a, 0 o_ s__, 51) „ip, ,,, a 0,\, L. 0 -0 11141. 0 5 T £ a n z o o � [12 3 Z m -i cp o hi, � �1 -CW' ;�� rt C o rn 01 R- = \ Rat r.›. -,-) -. .. 41 a o vl 443 a M H w '- . a n I�p i 0. z co 0 m o CD TI (. — Q. C c' m I n F' o n M it; 9 ('-'k (.7 5-- (.1:2 .7 IS N m o ro O N ZS a ( w M m N co Chi, C S eon!roil, =.. " CITY OF PORT TOWNSEND e "'' DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: / PERMIT N UMSF, - �7 (_j SITE ADDRESS: ¢1. ( iti 423 ) 4 7 "t G?c '— PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION: OA e AL • LL i _ems cID S [7---6)C- 0-LA- - ioVtr" P ❑ APPROVEDrPPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector 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. 4111V MECHANICAL P� r wi, 13C � COMMERCIAL&RESIDENTIAL Lic#NORWEWM991D6 �da c1-SS `• GEARY MURPHY ``' , 1 1 5 r a D v�f` ' ��. 360-340-0184 `"� DEBBI MURPHY r.8 erk. V3 360-765-0717 ) FAx 866-450-7724 41 CEDAR STREET QUILCENE, WA 98376 norwestmechanical @hotmail.com W 1,13 a5 s r c,, 5 c... e.a ci c4 ` - Passect) bows---r c c.uc, s s n �C� � r c7?Lt. -C1G rs c r s -� ��ss ecti --5Aci/08 0 lb p pONT TO '= CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT 0),.4rei7ti 1 INSPECTION REPORT For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: S- 7}Q- PERMIT NUMBER: , _ SITE ADDRESS: PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION: iW l ELA A y C# (— ' L- 0 ow'Q--- On) S ( (Z n i N 67 P I-0 r►1 e t/a/Gi WI CZ t-( a Gri-L G 41...1 012 L4-- ( 5 4 — c_�� #' PL L i- ) .. ( ^ ' -2.-T1, Or\-) ,[u❑ APPROVED ❑ APPROVED WITH CORRECTIONS OT APPROVEll Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding.6 p g. Inspector Date S )p Approved plans and permit card must he on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready lbr inspection. S Inspection Report Project 1 Rt eL X to/ V Permit# L7�G "� 7 Date Inspector Inspection & Notes c a$(.0--� fi e Ti-e/6 qt7. . gip) 1, 71f q\c'D rki - 2 11111 4110 p?OPT TO, CITY OF PORT TOWNSEND ~ -=, \ DEVELOPMENT SERVICES DEPARTMENT 14;:''f r�l; INSPECTION REPORT For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: c- ' - PERMIT NUMBER: f 21 2.. SITE ADDRESS: M bN(2-( G PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: ( YPE OF INSPECTION: f',' .I PLC lvle t JCj \ e, 0 w"i DE 1- n712_ _OF t �`7- //I/SDI//I/SDI tt 411 OA) J PLU,1&AJ cv,ftTh c CUL TD ci gk'ic-o( JC 2 5a, .f I L T Air' ' of^. _t• 1-111v = fy'J G opt ikco-i 0 t9-00 e- S 'Mi.f3 Fo ve rr- +..ins/C t 6/v c rc= ❑ APPROVED ❑ APPROVED WITH i1 NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector j Date S----- Approved plans and permit card must be on-site and available at time of inspection. Are-inspection fee may be assessed if work is not ready for inspection. Ilk S i� , CITY OF PORT TOWNSEND is*. DEVELOPMENT SERVICES DEPARTMENT i n INSPECTION REPORT :.r 'Vow- "w For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: (A--4. - c"-- PERMIT NUMBER: G- L s---7 It SITE ADDRESS: PROJECT NAME: CONTRACTOR: CONTACT PERSON: -PHONE: TYPE OF INSPECTION: S ''t-` 7 :, r ._,/ WC_ FL o0( (too, t- atpt)c) ot_vvh-aii Ai 67, & wi nibxrc : 12tN-Lcyl. ,Jo1 A$ i''JG.. - 11/4)Q 5PEiikL l./1/4)SPrei2VAIS Irk L h-3 1 i..__ 13 1 L OLD i•i t-_ ID c.DI L 1• -• v N Zt---- iPcr FM F..virCvh,nIC) /t5L' -iFl 04J ' A tit L-001- 1-1 cL-\0V 1N �Wu1- S F;, Pc./Tr) Sr-/cc.)S 12_°3c° . 6 l-AE ltJC f kS Spti6 On/ I ref, , A)S ExxiiNLdL-- r- C] APPROVED ❑ APPROVED WITH fl NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector �� l; Date Approved plans and permit card must he on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready Pr inspection. .0 00 e*0."Trois. CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT �'- ` , ° INSPECTION REPORT /4.c;*, For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: ((V? G^ ) PERMIT NUMBER: ` ? SITE ADDRESS: 41 if/ _.. c..r: 7"T t!-t' c' C ,iffcit (sn P. PROJECT NAME: ,_,1'?: l41_ `�41/4- CONTRACTOR: - CONTACT PERSON: PHONE: TYPE OF INSPECTION: / - 1 t2'd t`AL.� .: f /._-�,i,G,Z' 1..J i x f. /'G�s�'may,. 1 , , ' 12 1 fl Q --)q- 1 � )t r'1 l •t 7;: f'\ C K--.. 777: '0 ei,v a_ CC )(i07-7X. t i/t .(-- -.Y141‘. f'/(nk i r ❑ APPROVED ) ❑ APPROVED WITH r1 NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector 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. all 110 O,voRT TO4 �. CITY OF PORT TOWNSEND z.= DEVELOPMENT SERVICES DEPARTMENT . r: /ri�i INSPECTION REPORT For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM.the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: q "2 D7 _PERMIT NUMBER: B Q' 66 — 15 7 SITE ADDRESS: '411 1'ks[7/u ee, e- PROJECT NAME: L.1 t;S 6"A! CONTRACTOR: CONTACT PERSON: Kk I e PHONE: 7c /3 - 44 zs TYPE OF INSPECTION:is),__, ?Itkc.., "k% 1', r:7'k./.. �. -,ii i fi , r,)k.- 1 777 F 1' /X, yi / ," f H APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS `' -- Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector I Q Date '��`/-' I'� 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 fin.inspection. 00 00 Uo voRT Toi CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT cisv For inspections,call the Inspection Line at 360-38S-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: PERMIT NUMBER: , SITE ADDRESS: PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION: /701' 1 (,L?: fA `7; 1, i i'1 ! e 4 u'7 `( /1---\* ,-,j L!/,(:' , • pCc &&1' . _AA_/,4:,co, epoOs 4 Cd)4,./ ,,...._. -7?-.)- (ic , ip i. __ ,,. _ , ,, .. - cr,rt-- ._________,_ APPROVED APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before ilchecked at next inspection proceeding. (Th Inspector ? (.' , Date ` l/ j Approved plans and permit card must he on-site and available at time of in:vpection. A re-inspection,fee may be assessed if work is not ready for inspection. 00 SO ,co pony rod � � CITY OF PORT TOWNSEND re C�� ° DEVELOPMENT SERVICES DEPARTMENT ¢-= INSPECTION REPORT For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. ATE OF INSPECTION: ` a PERMIT NUMBER: SITE ADDRESS: PROJECT NAME: •• II el — CONTACT PERSON: CONTRACTOR: PHONE: `7 TYPE OF INSPECTION: 41*A v ri' .:-'-1',' ' L_: / 'T.- 1 . 6 ' 7 'i V '-- ,(''' . ,-1' 42/ 91.1' C ' ',0( : J.^^n APPROVED __._.. . ) ❑ APPROVED WITH �— .....__. ._...._....__..._____--- CORRECTIONS NOT APPROVED Ok to proceed. Corrections will be Call for re-inspection before ''' checked at next inspection i proceeding. Inspector -ii Date _- -,/ - 7 Approved plans and permit card must be on-site and available at time of inspection. Are-i be assessed if work is not ready for inspection, re-inspection fef:may O�pORTpp� ,., CITY OF PORT TOWNSEND-" ; DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT ORT For inspections,call the Inspection Line at 360-3$5-2294 by 3:00 PM the day bef ore you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION:G (A' , ' _r SITE ADDRESS: PERMIT NU PROJECT NAME: ° ,i~ 1� /17e°,4: /2_,(7, CONTACT PERSON: ` CONTRACTOR: %C... PHONE: TYPE OF INSPECTION: •(-, L ,j "-� C- /if ti( D APPROVED LI APPROVED WITH C D ORRECTIONS NOT APPROVED Ok to proceed. Corrections witl be � checked at next inspection ` ..�,\ Call for re-inspection before Proceeding. � Inspector --- Date •Approved plans card permit card narrst he nn-,site and available at � he assessed if-work-is not ready for inspection. t tame of inspection. Are-irrs�ectiorr fee may 110 1.10 CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT =.=cite /f k INSPECTION REPORT For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want D the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: ci/ /O 7 PERMIT NUMBER: (�� - 1L -7 SITE ADDRESS: ee! aq ter) PROJECT NAME: -, I ONTRACTOR: CONTACT PERSON: a Q -2�7 4, PHONE: p TYPE OF INSPECTION: _it;CILLT AT r ,- 714,1 'TT i&-A/17-77iL(} /\ El APPROVED ❑ APPROVED WITH 17 NOT APPROVED.........._'.., CORRECTIONS Ok to proceed. Corrections will Call for re-inspection before j checked at next inspection \� co � cceding. Inspector ` `'�p Date Approved plans and permit card must he on-site and available:at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. SO 00 OI von!Td� A. CITY OF PORT TOWNSEND 0 ; :;.•rI DEVELOPMENT SERVICES DEPARTMENT x� "��� INSPECTION REPORT ¢w For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: ` z_A PERMIT NUMBER: 73 W e6 -/S7 SITE ADDRESS: 447_9 Ho A.)i2D E , PROJECT NAME: 6/9,1- /T / T. / CONTRACTOR: O3L CONTACT PERSON: E/ - cLEAV PHONE: 36 U --6 zo - ],‘ TYPE OF INSPECTION: Yea--- A-Ph (1/' /2_,92A-1,_G 4xi- �T' 6e3 yI 71117,6 IP ieie_ te( l7") ' '4,1 "-1,- ( I/ ',/ (-.), ., i / ' r . '. � / - U i ' ‘„ 4444.,I,t t r l ,... (_ c, T :;4444. 4444... 4444.. 4444. . .r-..-..... ....,4444. w _ ❑ APPROVED ❑ APPROVED WITH Li NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector 1 ,( Date �'r /<_'' Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may he assessed if work is not ready,fur inspection. or o,?oily Td, ,� w^w �,. �s CITY OF PORT TOWNSEND i'-:;4,., ;� v DEVELOPMENT SERVICES DEPARTMENT ', , Aille INSPECTION REPORT • CP-w� For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want ' \ \ the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: 1 e2. IC d CP PERMIT NUMBER: 61 w 1 57 0, SITE ADDRESS: 4 a g O r l ©n ra e_- PROJECT NAME: L -,5--en CONTRACTOR: G1 eav e_r CONTACT PERSON: PHONE: ( c2O-- a2:7<c) TYPE OF INSPECTION: —OE)h d Q 71-1 aye A - "fit -`, J. 4 R? i. _., dPky i C_ 0 ` 'ii- (° r < <�.__ ,,k,,'.,y.,Moe-t'°`i l_ (-1;C.,C . - :( G 1r C� L !{- I I( (u t.) vz. ._. ( C] APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector. Date l r/1 9 /0 6 Approved plans and permit card must he on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. �A _T_ �,. CITY OF PORT TOWNSEND a p�'. �, DEVELOPMENT SERVICES DEPARTMENT F ��� G ,I 1 INSPECTION REPORT For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. PERMIT NUMBER: rtJl`'e- —�-- 7 7 DATE OF INSPECTION: //- �-:° ���I "` SITE ADDRESS: '/ ? inir A/k%t.%{- PROJECT NAME: /17-/A. I=/1_l CONTRACTOR: ez14 t! — CONTACT PERSON: PHONE: TYPE OF INSPECTION: 1-c` l?/'\j->('-I,1 , (V/ 4 T -121/ A " �, C t-AC- 'Mr t, -1/04*-12, -1 L,' Cnttk:re'tg -2 it/i il I,2_ R/:., /,))(r --')C 0 0(/6 1/1(-' i,.-0-i C r C ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED .^:,.w .„. ,.... CORRECTIONS / Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector f ( 9}-- m Date ,1 th71/_0_6_ Approved plans and permit card must be nn-site and available at time of inspection. Are-inspection fee may be assessed if work is not ready for inspection. Thomas L. Aumock Consulting Fire Code Official 2303 Hendricks Street,Port Townsend,WA 98368 (360)385-3938 Email:taumock @cablespeed.com Fax: (360)344-4604 PLAN REVIEW MEMORANDUM TO: Jan Hopfenbeck, Plans Examiner,DSD FR: Thomas Aumock, Consulting Fire Code Official to the City of Port Townsend DT: 20 October 2006 RE: 13LD06-1 57, Tri-Plex and ADU, Larsen The above-referenced proposal was reviewed with the International Fire Code [I.F.C.], 2003 Edition, and Applicable National.Fire Protection Association [NFPA] standards. The following constitutes findings and determinations based upon the plans of record submitted. It is understood that fire alarm system, automatic sprinkler system, and elevator detail plans and specifications are deferred submittals. Findings&Determinations: 1. The proposal was reviewed as a 3-story and basement garage structure with Group R-2 and S-2/U occupancies, with a total of 9,000 square feet of fire area, with Type V-A construction classification; and, 2. The subject property is located in "mixed-use" area containing residential, commercial, and marine industrial uses; and; 3. Addressing for the proposal shall be consistent with the City of Port Townsend Municipal Code 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; a. Tennant identification shall be consistent with Section 408.11.2, which requires that each tenant space that is provided with a secondary exit to the exterior or exit corridor shall be provided with tenant identification by business name and/or address. Letters and numbers shall be posted on the corridor side of the door, be plainly legible and shall contrast with the background. 4. Key box access to or within the subject structure for emergency services delivery is required to be installed at the main entry and at the northeast entry location and shall be a SUPRA Brand Suprasafe Model (with tamper switch wired to building security, when provided), to contain key(s) to gain necessary access to the structure in its entirety, [I.F.C. 506] The applicant shall obtain a key box application form from the administrative office of East Jefferson Fire& Rescue at 1256 Lawrence Street, Port Townsend, Wa.; and, 5. The I.F.C. Section 503 fire apparatus access road requirement is met with the existing Monroe Street; and, 6. 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 C:\Documents and Settings\jzimmer\Local Settings\Temporary Internet Files\OLKF\BLD06-157 Larsen Tri-plex.docl0/26/20068:20 AM Ile by the Fire Code or Building Code, as it appears that proposed grades around the subject facility will allow circumferential firefighter access, and; 7. The Group R-2 occupancy is eligible for and is proposed to be, a NFPA 13-R automatic sprinkler system,while the Group S-2 is proposed to be an NFPA 13 system [I.F.C. Chapter 9, Section 903.3.1.2]; and, a. Sprinkler protection shall be provided for exterior balconies and ground floor patios of dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their deflectors are within 1 inch (25 mm)to 6 inches (152 mm) below the structural members, and a maximum distance of 14 inches (356 mm) below the deck of the exterior balconies that are constructed of open wood joist construction. b. Quick-response or residential automatic sprinklers shall be installed in the dwelling units and sleeping units in Group R in accordance with 1.F.C. Section 903.3.1 and the light-hazard occupancies of the Group S-2, and Group U as defined from NFPA 13, Chapter 11.2.1.3. c. The automatic fire sprinkler system shall be designed, installed, and certified by a licensed technician (W.A.C. 212-80) or registered professional engineer using the design provisions of NFPA 13 and related sections, and; d. A complete set of as-built drawings of the system shall be filed for record with this department, and on-site in a formal plans box adjacent to the F.A.C.P., submitted on a 24 x 36 inch maximum format, and; f. The fire department connection shall be fitted with a NFPA standard identification escuscion, and be painted and approved color contrasting with its surroundings; g. Elevator sprinkler protection and valves shall comply with W.A.C. 296-96, and; h. Stairway intermediate landings will require sprinkler protection, as approved by the Fire Code Official, and; i. The backflow prevention device shall be approved for installation by the City of Port Townsend Department of Public Works, Water Division, prior to installation, and; j. The automatic sprinkler system shall be inter-tied with the automatic fire alarm system; k. An exterior building sprinkler flow bell is required, or electronic equivalent. 8. An approved automatic fire alarm system shall be provided for this facility as stipulated under IFC Section 907.2; and, a. Where automatic sprinkler protection is provided and connected to the building fire alarm system, automatic heat detection is not required. b. A manual fire alarm system is not required for the R-2 Occupancy since the level of exit discharge is less than three stories. c. The proposal does not exceed the threshold for a Group R-2 automatic and manual fire alarm system [I.F.C. 907.2.9] with the inclusion of an automatic sprinkler system. C:\llocuments and Settings\jzimmer\Local Settings\Temporary Internet Files\OLKF\BLD06-157 Larsen Tri-plex.docl0/26/20068:20 AM d. All dwelling units an sleeping units in Group R-2 occupancies shall be provided with the capability to support visible alarm notification appliances in accordance with ICC A117.1. e. The fire alarm system shall be designed, installed, and certified by a licensed alarm technician under the provisions of National Fire Code 72 and related sections, and; f. Detailed system design plans and equipment specifications shall be submitted to the Fire Code Official for layout, zones, and annunciation location review. g. Elevator sprinkler protection and valves shall comply with W.A.C. 296-96, and; h. The garage is considered a "common area" and shall be provided audio-visual signaling devices consistent with T.B.C. Chapter 11 i. A complete set of as-built drawings of the system shall be provided on-site in a formal plans box adjacent to the FACP, submitted on a 24 x 36 inch maximum format, and; j. The system shall be monitored by a separate remote agency, and; 9. Fire extinguisher sizing and placement shall meet or exceed IFC Section 906 and NFPA Standard 10, which normally requires a 3-A:10-B:C minimum rated fire extinguisher at the exit(s) and in the common corridors of each stair landing, and; 10. 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. a. Fire flow based upon a 9,000 square foot fire area,with Type V-A construction, automatic sprinkler provision,would approximate 1,750 gallons per minute at 20 psi residual from one [1] fire hydrant. b. The existing fire hydrant H35 located at Monroe and Clay is beyond the City of Port Townsend Engineering Design Standards proximity requirement and the IFC for mixed-use areas ,therefore, a new on-site fire hydrant will be required. [I.F.C. Appendices B, C] c. The new fire hydrant shall be located on the northeast corner of the subject property. 11. The proposed elevators will be subject to the Washington State Department of Labor& Industries permit and inspection requirements of W.A.C. 296-81, and subject to ANSI standards for smoke detection and automatic sprinkler system protection of the shaft-way pit[s],and; 12. During construction, the proposal is subject to general precautions against fire provisions of Chapter 3 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. 3.0 hours time was logged in the review and report for this proposal. It is the recommendation of this consulting fire code official that the proposal be approved subject to the aforesaid requirements of the Municipal Code, and International Fire Code, and NFPA Standards. C:\Documents and Settings\jrimmer\Local Settings\Temporaty Internet Files\OLKF\BLD06-157 Larsen Tri-plex.docl0/26/20068:20 AM .0END A *al �T ro,� !� City of Port Townsend '14 Fire Department fni,elr Office of the Fire Code Official 1256 Lawrence Street,Port Townsend,WA 98368 (360)344-4607 Email: taumock@co.jefferson.wa.us co.jefferson.wa.us Fax: (360)344-4604 MEMORANDUM TO: Pre-Application File FR: Thomas L.Aumock,Assistant Fire Chief DT: 11 July 2006 RE: Tri-Plex&ADU,Monroe&Jefferson Streets,Garrett Larsen,Proponent CC: Garrett Larsen,garretqIarsenarchitectsaia,com This office had preliminary plan discussion with Mr.Garret Larsen,proponent,for a proposed multi-story tri-plex and A.D.U. The following matters were discussed based upon a two-story with basement of approximately 9,000 square feet of fire area,with Type V-A construction classification,Group R-2 Occupancy,and Group S-2 garage: 1. Fire Flow based upon a 9,000 square foot fire area,with Type V-A construction,automatic sprinkler provision, and thus would approximate 1,750 gallons per minute at 20 psi residual from one[1]fire hydrant. The existing fire hydrant H35 located at Monroe and Clay is beyond the City of Port Townsend Engineering Design Standards proximity requirement,therefore,a new fire hydrant will be required.[I.F.C.Appendices B,C] 2. Automatic sprinkler system is required for this Group R-2 occupancy and the basement garage as Group S-2. The Group R occupancy will likely be eligible for a NFPA 13 R automatic sprinkler system,while the Group S-2 will be a full NFPA 13 system. [I.F.C.Chapter 9] 3. The proposal does not appear to exceed the threshold for a Group R-2 automatic and manual fire alarm system [I.F.C.907.2.9]with the inclusion of an automatic sprinkler system. 4. The I.F.C.Section 503 150-foot fire apparatus access road requirement appears to be met with Monroe Street. It appears that proposed increases in grades around the subject facility will allow circumferential access. 5. The proposed elevators will be subject to the Washington State Department of Labor&Industries permit and inspection requirements of W.A.C.296-81,and subject to ANSI standards for smoke detection and automatic sprinkler system protection of the shaft-way pit[s]. This report is for conceptual project review purposes. It is not intended to report all applicable code provisions, and does not constitute an approval or endorsement by this office Development Services Department 250 Madison Street,Suite 3 Port Townsend,WA 98368 Phone:(360)379-5095 Fax:(360)344-4619 CITY OF PORT TOWNSEND CONSTRUCTION PERMIT& INSPECTION RECORD THIS CARD MUST BE POSTED AT CONSTRUCTION SITE For Next Day Inspection Call 385-2294 Before 3P.M. Permit Number: BLD06-157r-1 Issued: Parcel Number: 989-709-202/203 Job Address: 411,415,423,429 Monroe St. Zoning: R-II Type: V-B Occupancy: R-2/U Nature of Work: Construct new tri-plex w/attached accessory dwelling unit& parking garages Owners: Garrett Larsen Contractor: Owner GENERAL CONDITIONS APPLY—SEE LAST PAGE SEPARATE PERMITS REQUIRED: Electrical—Contact Labor& Industries @ 360-417-2702 Elevator—Contract Labor& Industries Fire Alarm System Fire Sprinkler System DEFERRED SUBMITTAL: Fire Alarm System Automatic Sprinkler System STRUCTURAL OBSERVATION & CONTINUOUS SPECIAL INSPECTIONS REQUIRED FOR AS IDNETIFIED ON SHEET Si OF THE APPROVED CONSTRUCTION PLANS. ALL REPORTS SHALL BE SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT. FINISHED GRADE REFERNECE DATUM ELEVATION TO BE SET AND FINAL BUILDING HEIGHT DETERMINATION TO BE MADE AND PROVIDED TO CITY DEVELOPMENT SERVICES DEPARTMENT. PER SEPA, THE HIGHEST POINT OF THE STRUCTURE SHALL NOT EXCEED THE 30-FOOT R-II ZONING HEIGHT & 64-FOOT ABOVE SEA LEVEL HEIGHT. HEIGHT ADJUSTMENT TO FINISH GRADE CANNOT BE MADE WITH FILL. Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 1 of 5 • Permit#BLD06-157R-1 REQUIRED INSPECTIONS APPROVED/DATE TEMP EROSION& SEDIMENT CONTROL See General Condition No. 2 Silt Fence as needed Drive Off Mat to restrict sediment from leaving the site Foundation—see original permit and revision #2 PLUMBING—barrier free required @ main floor units Rough-In drain, waste and vent Water Supply—under test at time of inspection Pressure Reducing Valve is over 80 psi Pipe Insulation (R-3) Water Hammer Arrestors for clothes and dishwashers Hose Bibbs—backflow protection required Water Heater PRV drain to exterior Pan under Seismic Straps at 1/3 points FLOOR FRAMING CALL FOR INSPECTION BEFORE COVER Joists Girders Posts Hangers Positive Connections Treated Wood to Concrete Pressure treated plate connections SHEAR WALL NAILING (Inspection and approval required prior to cover—may require several inspections)—See plans for appropriate shear wall details. WINDOW FLASHING/BUILDING PAPER—Special Inspection required per Washington State law; Inspection reports shall be copied to the Building Department Inspection of window flashing required prior to cover with building wrap; wrap shall be lapped per code and manufacturer's instructions at vertical and horizontal joints and under window flashing at bottom of window Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 2 of 5 Permit#BLD06-157R-1 _REQUIRED INSPECTIONS APPROVED/DATE MECHANICAL Heat Pump—manufacturer's installation instructions shall be on-site at time of inspection Kitchen/Bath/Laundry Fans—termination (3'from openings into building), insulation (R-4) and ducting(with backdrafi dampers) Integrated Fresh Air FRAMING—all members and connections require inspection prior to cover Fasteners, hangers, etc. in contact with treated material must be hot dipped galvanized Walls Headers Rafters(hurricane clips) Trusses Roof Sheathing Joists(hangers) Blocking Stairs Roof Venting—cave and ridge vents Windows-escape Smoke detectors(bedrooms,outside bedrooms and each floor) Safety Glazing Windows U factor- .40 or better Doors U-factor- .20 or better NFRC. window sticker must be on window, skylights &doors at time of inspection Air Seal Fire Blocking Weather Resistive Barrier INSULATION Floor(R-30) Walls (R-21) Ceiling(R-30) Vapor Barrier Baffles DRYWALL/DWELLING UNIT SEPARATION (1-Hour Separation) PUBLIC WORKS FINAL — SDP06-056 Public Works Sign-Off(prior to building final) Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 3 of 5 • Permit#BLD06-157R-1 _REQUIRED INSPECTIONS APPROVED/DATE FIRE DEPARTMENT FINAL PLANNING DIVISION & SEPA FINAL—LUP02-064 LABOR& INDUSTRIES Electrical Elevator FINAL Accessibility Door Hardware Thresholds Type B units Parking Handrails—extensions and return Building/Unit Numbers---5"minimum Plumbing Mechanical/Heating Vapor Barrier Paint Certificate Insulation Certificate Smoke Detectors Final—Building GENERAL CONDITIONS 1. Contractors working on this project are required to have a Labor & Industries contractor's registration number and a City business license. Failure to provide proof of this documentation prior to work may result in job shut down while this is accomplished. 2. Temporary erosion and sediment control (TESC) measures shall be installed on-site and inspected prior to beginning construction; call 385-2294. Measures shall include installation of silt fencing and graveled construction entrance (see attached details). Adjacent rights-of-way shall be kept free of dirt debris. Soils exposed during construction shall be temporarily stabilized with mulching, plastic sheeting, etc. Soils shall be permanently stabilized with seeding, plantings, sodding,etc.once construction is complete.Applicant is responsible for protection of adjacent properties. 3. All elements of engineering including nailing, holdowns, sheathing, and alternate braced wall panels (ABWP) require inspection prior to cover. 4. Owner or owner's agent shall review and oversee correction of any and all deficiencies noted by required inspections. 5. Re-inspection is required after inspection report corrections are completed. 6. The Building Department is unable to pass final inspection on your project until Public Works requirements have been completed and inspected. For Public Works inspection call 385-2294. A minimum of twenty-four hours notice is required. Public Works approval must be received prior to scheduling the Building Department's final inspection. Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 4 of 5 1110 • Permit#BLD06-157R-1 7. Final Inspections are required prior to occupancy; A Certificate of Occupancy is required for a non-residential project. 8. All building permits expire if work is not begun within 180 days of issuance, or if the work authorized by the permit is suspended or abandoned for a period of 180 days after the work is begun. The building official mav_grant a one-time 180 day extension if a request is received in writing,and the lack of progress occurred for a justifiable cause. 9. Revisions require submittal and approval prior to making changes in the field. Contact the Building Department (379- 3208)prior to making changes to the approved plans. 10. POST TH PERMIT ON-SITE WITH THE APPROVED PLANS. 461. . .A Z ' 41 .07 APPL •,ANT G'''ATURE DATE Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 5 of 5 l 11F,,�6 ,so? Development Services Department P CCJJ" ^ °‘ 250 Madison Street,Suite 3 (‘ t 1 Port Townsend,WA 98368 Phone:(360)379-3208 Fax;(360)344-4619 _ CITY OF PORT TOWNSEND CONSTRUCTION PERMIT& INSPECTION RECORD THIS CARD MUST BE POSTED AT CONSTRUCTION SITE For Next Day Inspection Call 385-2294 Before 3P.M. Permit Number: BLD06.157 Issued: 11/15/2006 Parcel Number: 989-709-202/203 Job Address: 411,415,423,429 Monroe St. Zoning: R-II Type: V-B Occupancy: R-2/U Nature of Work: Construct foundation (pipe piles, grade beams & walls) for new tri-plex w/ attached accessory dwelling unit& parking garages Owners: Garrett Larsen Contractor: Owner GENERAL CONDITIONS APPLY--SEE LAST PAGE SEPARATE PERMITS REQUIRED: Electrical ---Contact Labor& Industries @ 360-417-2702 Completion Permit for Tri-plex w/attached ADU STRUCTURAL OBSERVATION & CONTINUOUS SPECIAL INSPECTIONS REQUIRED FOR PILE INSTALLATION AND CONCRETE PLACEMENT PER SHEET S-1 OF APPROVED PLANS. PERIODIC SPECIAL INSPECTIONS REQUIRED FOR REINFORCEMENT, ANCHOR BOLTS & HOLDDOWNS, EMBEDDED ITEMS & PREPARATION OF TEST SPECIMENS. FINISHED GRADE REFERNECE DATUM ELEVATION TO BE SET AND FINAL BUILDING HEIGHT DETERMINATION TO BE MADE AND PROVIDED TO CITY DEVELOPMENT SERVICES DEPARTMENT. PER SEPA, THE HIGHEST POINT OF THE STRUCTURE SHALL NOT EXCEED THE 30-FOOT R-II ZONING HEIGHT & 64-FOOT ABOVE SEA LEVEL HEIGHT. HEIGHT ADJUSTMENT TO FINISH GRADE CANNOT BE MADE WITH FILL. VIBRATORY MONITORING PERFORMED BY THE SPECIAL INSPECTOR, IS TO BE CONDUCTED ON ADJACENT PROPERTIES DURING PIPE PILE INSTALLATION. REPORTS ARE TO BE SUBMITTED TO THE CITY DEVELOPMENT SERVICES DEPARTMENT. Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 1 of 3 4111. Permit#BLD06-157 REQUIRED INSPECTIONS APPROVED/DATE TEMP EROSION & SEDIMENT CONTROL See General Condition No. 2 Silt Fence as needed Drive Off Mat to restrict sediment from leaving the site FOOTINGS Setbacks Pipe Piles Steel Plates Grade Beams Forms Reinforcement UFER Ground (tied to footing rebar steel) FOUNDATION WALLS Reinforcement Hold Downs Anchor Bolts& Washers Foundation drain Ditch & Pipe to be exposed at time of inspection FINAL—TO BE PERFORMED PRIOR TO BUILIDNG OCCUPANCY IN CONJUNCTION WITH OTHER REQUIRED PERMITS GENERAL CONDITIONS 1. Contractors working on this project are required to have a Labor & Industries contractor's registration number and a City business license. Failure to provide proof of this documentation prior to work may result in job shut down while this is accomplished. 2. Temporary erosion and sediment control (TESC) measures shall be installed on-site and inspected prior to beginning construction; call 385-2294. Measures shall include installation of silt fencing and graveled construction entrance (see attached details). Adjacent rights-of-way shall be kept free of dirt debris. Soils exposed during construction shall be temporarily stabilized with mulching, plastic sheeting, etc. Soils shall be permanently stabilized with seeding, plantings, sodding,etc.once construction is complete.Applicant is responsible for protection of adjacent properties. 3. All elements of engineering including nailing, holdowns, sheathing, and alternate braced wall panels (ABWP) require inspection prior to cover. 4. Owner or owner's agent shall review and oversee correction of any and all deficiencies noted by required inspections. 5. Re-inspection is required after inspection report corrections are completed. 6. The Building Department is unable to pass final inspection on your project until Public Works requirements have been completed and inspected.For Public Works inspection call 385-2294. A minimum of twenty-four hours notice is required. Public Works approval must be received prior to scheduling the Building Department's final inspection. Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 2 of 3 1110 Permit#BLD06-157 7. Final Inspections are required prior to occupancy;A Certificate of Occupancy is required for a non-residential project. 8. All building permits expire if work is not begun within 180 days of issuance, or if the work authorized by the permit is suspended or abandoned for a period of 180 days after the work is begun. The building official may grant a one-time 180 day extension if a request is received in writing,and the lack of progress occurred for a justifiable cause. 9. Revisions require submittal and approval prim: to making changes in the field. Contact the Building Department (379- 3208)prior to mak' g changes to the approved plans. 10.POST T/i S PE• IT ON-SITE WITH THE APPROVED PLANS. yak / 7, djo irCANT SI . ATURE DATE Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 3 of 3 *poRr lb,. '-° 'Ya • City of Port Townsend Development Services Department SQ . BUILDING FEE SCHEDULE 1. To fund your project's valuation,multiply the square footage by the appropriate values below. * 2. Go to the Fee Table below to determine your Building Permit Fee. 3. Multiply the Building Permit Fee by .65 to determine your Plan Review Fee. This is the minimum fee due upon submittal of your application. You may pay all the fees at submittal time if you wish. 4. Your project may have additional fees,such as Public Works. Phase see the Public Works permit fees sheet. -- '" RESIDENTIAL FEES Note: Fees quoted before the time of permit application may be subject to change. �.J Separate structures will be valued separately. s.--r--\ y " Foundations: $14.98 x = Patio Slab: $4.92 x = r--•--, Manufactured Homes:$7.15 x = Garages: (Includes slab/runners,blocking,hold-downs,skirting,utility Wood Frame $25.03 x -- connections,etc.A separate electrical pennit is required) Carports: r Dwellings (includes finished basements): Gable $16.10 x = V Wood Frame $95.17 x -- Flat $12.12 x = -.. Masonry $99.81 x = ,--\ Storage Room $56.62 x = Storage Sheds: (Over 200 sq. ft. floor area) Unfinished, unheated, to be finished in future Insulated $25.84 x = CIF) f`.__;) $37.15 x -- Un-insulated $20.49 x Basements: Pole Buildings: -=... Semi-Finished $22.50 x = Slab(<300 sq.ft.) $3.94 x _= ` Unfinished $17.17 x _= Slab(>300 sq.ft.) $2.94 x PLUS Building $13.27 x = CJ C , Covered Porches: $25.84 x Townhouses: $71.38 x = Decks: $12.49 x = PLAN REVIEW FEE: 31 J r 17 5"--- = Stairs, per lineal ft$129.88 x = BUILDING PERMIT FEE:o 0 3,3.5 ' Railings," " $15.43 x = HOUSE NUMBER: $3.00 per address TOTAL VALUATION: 4.11DI 000 STATE BUILDING CODE SURCHARGE: $4.50 TOTAL FEES: .i 0/ 0, O?- RECORD RETENTION FEE: $3.00-$10.00 I TOTAL VALUATION BUILDING PERMIT FEE $1 to$500 $23.50 $501 to$2,000 $23.50 for the first$500,plus$3.05 for each additional$100 or fraction thereof $2,001 to$25,000 $69.25 for the first$2,000,plus$14 for each additional$1,000 or fraction thereof $25,001 to$50,000 $391.25 for the first$25,000,plus$10.10 for each additional$1,000 or fraction thereof $50,001 to$100,000 $643.75 for the first$50,000,plus$7 for each additional$1,000 or fraction thereof $100,001 to$500,000 . $993.75 for the first$100,000,plus$5.60 for each additional$1,000 or fraction thereof $500,001 to$1,000,000 $3,233.75 for the first$500,000,plus$4.75 for each additional$1,000 or fraction thereof $1,000,000 and up $5,608.75 for the first$1,000,000 plus$3.15 for each additional$1,000 or fraction thereof * The Building Department establishes building permit fees based on Section 108 of the International Codes. The fees are calculated using the estimated fair market value of the project(material + professional labor costs). The value includes the total value of all construction work,including finish work. The Plan Review Fee,which is 65% of the Building Permit Fee,is paid at the time of application submittal. The Building Permit Fee,and any additional fees,is paid at the time the permit is issued. All fees are based on fair market values. The values may be adjusted to coincide with the quality and individual characteristics of your project. The Building Department will establish an estimate using"good"values per square foot for similar buildings in the region. These estimates are updated on a regular basis. The valuations were taken from the MARSHALL& SWIFT Residential Cost Handbook and Building Standards, March/April 2002, and are estimated square footage values for residential and accessory buildings. P_\DSD\Department Forms\Buiiding FornisWee Schedule-Buildings.doc/3/1/2006 of poRT To y City of Port Townsend a Y t % Development Services Department ,� /ray 250 Madison Street, Suite 3 '4� � Port Townsend WA 98368 360-379-5095 Fax 360-344-4619 REVISION TO BUILDING PERMIT# itieeW -/57 Revision # OWNER: , 7" hlieg-eA/ SITE ADDRESS: 41/, 4/4-, to 3 *74 iial Total Value of Revision: $ Impervious Surface Change? ❑ Yes _-e-No Revisions require 2 sets of plans and a written scope of work that fully describes the proposed change plus any additional information that will be of assistance in issuing your revision. If your plans were stamped by a design professional,all revision submittals require a stamp with a wet signature. Be aware that changes to the existing approved plans may also require y to revise your original building permit application(lot coverage,impervious surface,structure square footage,etc.)and energy code documents(changing windows,heat source,etc.)to conform to your proposed changes. Scope of work: Z4i' e - ' n f ), / /274=_ 4c, 7 c) -C Applicaiyt Sig ature J Date OFFICE USE ONLY: Submittal date: / 1. 01 Two sets of plans for re is s n: Approval of engineer of record(if original plans engineered): ❑ Yes ►r No ❑ NA " o . - P:\DSD\Department Forms\Building FormsWpplication-Revision.doc C • 0 SPECIAL INSPECTION AND TESTING AGREEMENT 1,pop!)•04 CITY OF PORT TOWNSEND, WA =% Development Services Department 14q,, Permit #: LLD 04c) •1 57 Prior to issuance of a permit, this form must be completed in its entirety and returned to the City for approval. The completed form must have the signatures of acknowledgment of all parties. / Project: WIiz e ea4r 7(ez-a)c Address: %X?( 7A6/06M. m/z Owner: `40/%/i4P--(]g �! i``�. / � �" t , /jFErr Architect: /-/74C7 Engineer: C 7 t UCS / 7. //1.) ' C / � /1/9727) Contractor: £ V G° S7RUC j06/ C( LJ j2 (1)4_4=5 -f"A07vAz__ - 6,A DUTIES AND RESPONSIBILITIES Special Inspection Firm and Special Inspectors: The Special Inspection firm of Z6 .4. 9 . will perform special inspection for the following types of work(separate forms must be submitted if more th ot�e firm is to be em�pp�lo ec,): P/L.� poi4tg.L4-T7� Reinforced Concrete 7 Bolting in Concrete ( Prestressed Concrete () Shotcrete () Structural Masonry () Structural Steel &Welding (4 High-strength bolting (;K Spray-applied fireproofing () Smoke-control systems () Grading& Compaction W Other ( pecify O o4 5/77.0 zj2)r1g G ,2 ,O/10 57 7/a7/©7 . /4, 27 n a 4 IA) Z17 e1v$ I All individual inspectors to be employed on this project will be WABO certified for the type of work they are to inspect. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted. The resume must show that he inspector and the firm are qualified by education and experience to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection, unless they have been approved by the City. The special inspector shall report, to the City, any revisions that are not approved. A daily record will be maintained on site, itemizing the inspections performed. Any nonconforming work shall be brought to the immediate attention of the contractor for resolution. A weekly report shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming work and resolution of nonconforming items. A final report shall be submitted to the building department prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions or addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as `deputy' City inspectors and as such are responsible to the City of Port Townsend Development Services Department in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Building Department: The building department shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. 1E" Design Professionals: The architect and engineer will clearly indicate on the plans and specifications the specific types of special inspection required. and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revision and addenda process in such a way as to insure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT A failure of the special inspector or firm to perform in keeping with the requirements of the IBC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMENTS I have read and ag /e c• , fly with the terms and conditions of this agreement. Owner: `(�(L �,� Date ///y o4► r. Contractor: 57r Date:/VOW. JG Architect: ./ . A Date: ///4. 4 I ' „� Engineer: , .f' % � ” S G' Date: ///43/65 Special Inspectoadp or Agency: 7 „g,tl Date: ////06' ACCEPT OR THEW/OF PORT TOWNSEND By: �'�` Date: / / -010- Q,4 • • CITY OF PORT TOWNSEND LEAD AGENCY STATUS AND SEPA MITIGATED DETERMINATION OF NON-SIGNIFICANCE Description of Proposal: Construction of a triplex and Accessory Dwelling Unit(ADU) in an Environmentally Sensitive Area (ESA). Originally, the applicant sought SEPA review on of the first phase of the project only: approximately 1,000 cubic yards of fill and an approximately 10 foot high, 130 foot long retaining wall. The City determined that SEPA regulations required review of the entire project, including all proposed structures. The proposal has been extensively revised to eliminate the wall, reduce the footprint of the proposed structure, and minimize cut and fill to the site, which contains steep slopes and eroded soils. The site is located within the Port Townsend Urban Waterfront Planning Area and is part of a protected downtown view corridor. File Reference: LUP02-064 Proponent: Charles Arthur 427 Adelma Beach Road Port Townsend, WA 9868 360-379-3755 Location/Legal Description: Lots 2, 4 and 6, less the western half of the northern third of Lot 6, Block 92, Port Townsend Original Townsite; Tax parcel numbers: 989-709-202 and 989-709-203 Lead Agency:City of Port Townsend, Building& Community Development Department. The Iead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment as long as certain mitigation measures are completed. An environmental impact statement (EIS) is not required under RCN 43.21C_030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. The decision and related information is available to the public on request at the office of Building& Community Development at the address listed below. This Mitigated Determination of Non-Significance(MDNS)is issued under 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date below. Comments or a written statement appealing the threshold determination must therefore be filed with the Building& Community Development Department by 4:00 p.m., April 3, 2003. Contact: Jean Walat (360) 385-0644 Responsible Official: Jeff Randall, Building& Community Development Director Waterman& Katz Building, 181 Quincy Street, Suite 301 'ort Townsend, WA 98368 (360)379-5081 / 1 Signature: idd dali, Director 111 it • s & Community Development Date: March 19, 2003 Appeal Deadline: 4:00 p.m., April 3, 2003 �► TO: All Permit and Review Authorities ENVIRONMENTAL RECORD: The environmental review consisted of analysis based on the following documents included in the environmental record. DOCUMENTS/REFERENCES: • Exhibit A: Environmental Checklist dated June 12, 2002. • Exhibit B: Site plan and preliminary building elevations • Exhibit C: Preliminary Stormwater Site Plan and Small Parcel Erosion and Sediment Control Plan by Michael Anderson, dated July 2002. • Exhibit D: Updated geotechnical report dated February 21, 2002 by Northwestern Territories, Inc • Exhibit E: Site Feasibility Study and Slope Analysis • Exhibit F: Petition"Save the Hillside Behind the Ballfield" signed by 57 residents. Exhibit G 1-G-8: Comment letters(8 letters) • City of Port Townsend Zoning Ordinance -Title 17 (amended April, 1997). • City of Port Townsend Comprehensive Plan(1996). Unless otherwise noted, the above information is available for review at the Building and Community Development Department, Waterman& Katz Building, 181 Quincy Street, Suite 301, between the hours of 8:00 AM to 4:00 PM Monday through Friday. Project History The applicant originally applied for SEPA determination for placement of approximately 750 cu. yds. of fill (later revised to 1,000 cu. yds.) and construction of an approximate 130 foot retaining wall in anticipation of later construction of up to three residential dwellings in a triplex on the hillside between the Franklin Street right-of-way and Jefferson Memorial Field below. The preliminary building footprint was approximately 6,000 square feet with an approximately 1,800 square foot driveway. The site lies within an. Environmentally Sensitive Area(ESA)because of steep slopes some portions of which are well in excess of 40%. It is part of a highly visible bluff adjacent to the Port Townsend Historic District, which is regulated under the Port Townsend Urban Waterfront Plan. The applicant requested the wall and fill be reviewed separately from the subsequent residential construction, but the City determined that based on SEPA regulations regarding phased projects, the project needed to be considered in its entirety, including review of all proposed structures. The SEPA Handbook(2.3.1.1.1 Phased Review) states, ". . .phased review of a project is not appropriate when it would merely divide a project to avoid consideration of cumulative impacts or alternatives. For example, if an industrial facility is proposed, it is not appropriate to limit the review to the impacts of the grade and fill permit without considering construction and operation of the industrial facility. " Due to concerns about compliance with ESA regulations and potential impacts to existing slope and topography, the applicant withdrew the proposal for a retaining wall and fill, and reduced the size of the proposed structure as described below. I. CURRENT PROPOSAL DESCRIPTION Construction of a triplex and Accessory Dwelling Unit (ADU) in an Environmentally Sensitive Area SEPA MDNS/Page 2 Charles Arthur Triplex behind Memorial Field LUP02-064 • (ESA) on an approximately 17,140 square foot parcel. The proposal has been revised to eliminate the wall and minimize cut and fill to the site, which contains steep slopes and some eroded soils. The proposed building footprint including driveway has been reduced to 3,391 square feet, which is within the permitted 20%impervious surface coverage of 3,428 sf allowed for construction in steep slope areas. II. PUBLIC COMMENT Several comment letters and a neighborhood petition signed by 57 residents were received in response to the Notice of Application and Pending Threshold Determination mailed to neighbors on June 26, 2002 (Exhibits C and D). (Revised notice sent on July 31, 2002 regarding increase in proposed fill from 750 to 1,000 cu. yds.) The majority of the comments expressed concerns about the stability of the hillside and that the proposed development would negatively impact the character of the highly. visible bluff, eliminate wildlife and bird habitat, and increase traffic along Monroe Street. Jefferson County Public Works commented that, while not opposed to the proposal, the site is adjacent to Jefferson Memorial Field and residents of the proposed building will be subjected to the. noise and lights of the many day and evening events held at the facility. County staff expressed concerns that a new residential development so close to the facility would invite noise and light complaints about events occurring at Memorial Field. These concerns are addressed in Section H— "Noise" below. III. PERMITS/APPROVALS REQUIRED PRIOR TO CONSTRUCTION: • Street & Utility Development Permit • Building Permit IV. RESPONSIBLE OFFICIAL'S AMENDMENTS TO CHECKLIST ITEMS The Applicant's environmental checklist is hereby incorporated by reference. The following discussion is intended to address potential environmental impacts not addressed by the environmental checklist. A. EARTH The site is classified as an Environmentally Sensitive Area(ESA) due to steep slopes and erosion hazard. Conformance with ESA regulations is discussed in detail under Section LAND AND SHORELINE USE. In addition to the environmental checklist the applicant provided an Updated Geotechnical Report prepared by Northwestern Territories, Inc. on February 21, 2002. The US Soil Conservation Service (SCS) Soil Survey for Jefferson County lists the soils on the site as TnC Townsend Series soils described as 24 to 36 inches of black gravely loam over a very compact glacial till. This soil type is described as well-drained,with permeability moderate above the cemented layer. Runoff is slow to medium and the hazard of water erosion is slight to moderate. There has been considerable erosion on the site due to a city stormwater pipe which discharges water in the vicinity of the Franklin Street right-of-way. Also, stormwater from other uphill properties may drain onto the site. The applicant has requested that the City repair and reroute the stormwater flowing out of the pipe in the Franklin Street right-of-way. The City Public Works Department has agreed to reroute the stormwater from SEPA MDNS/Page 3 Charles Arthur Triplex behind Memorial Field LUP02-064 the pipe, but cannot guarantee that stormwater from other uphill sites will not continue to flow onto the property. The NTI report describes the lower portion of the property, where the triplex is proposed to be located, to have poorly consolidated soils which are subject to further settlement The report concludes that the foundation for any structure must penetrate below this poorly consolidated material. The report indicates the site may also have been filled with dredge spoils and other material in the past, and natural peat deposits may occur under portions of the property. The site will be disturbed through construction of the triplex, driveway, stormwater and utility improvements. The applicant has reduced the size of the triplex and minimized the driveway to ' reduce impact to the steep slope. An engineered foundation designed by a licensed structural engineer will be required to address soil, foundation, and slope issues. The applicant will be required to conduct soil testing sufficient to properly design and construct the foundation. To mitigate potential adverse impacts to earth, the applicant will prepare a temporary erosion and sedimentation control(TESC) plan utilizing Best Management Practices and complying with the City's Engineering Design Standards. Once approved by the Public Works Department, the applicant must adhere to the TESC plan during facility construction. B. AIR The environmental checklist description concerning air is adequate. During construction, emissions from heavy equipment and vehicles associated with the development will be created. Should dust become a problem during construction, water shall be applied as a suppressant. Upon project completion& occupancy, automotive traffic to and from the three residences will generate on-going exhaust emissions. No significant adverse impacts are anticipated. C. WATER The environmental checklist, supplemented by a preliminary stormwater plan is generally adequate_ Surface Water No surface water exists on or within 200 feet of the project site. Stormwater Runoff There has been a problem with stormwater runoff onto the site from a stormwater pipe above the site in the Franklin Street right-of—way. There may also be runoff onto the site from other developed private properties located upslope. The applicant has requested that the City repair and reroute the stormwater flowing out of the pipe in the Franklin Street right-of-way. The Public Works Department has agreed to reroute the stormwater from the pipe to Monroe Street, but cannot guarantee that stormwater runoff from private uphill properties will not flow onto the property. The applicant has submitted a preliminary stormwater management plan for the original proposal (Exhibit C). A final stormwater plan will be required as part of the Street and Utility Development Permit. D. PLANTS The environmental checklist description with regards to plants is adequate. Brush including scotch broom, blackberry, wild rose, and snowberry will be removed as part of the construction. No SEPA MDNS/Page 4 Charles Arthur Triplex behind Memorial Field LUP02-064 • threatened or endangered plant species have been observed on site. Vegetation outside the construction area must be disturbed as little as possible in order to help maintain slope stability and to maintain the appearance of the slope. No vegetation in areas of greater than 30% slope may be removed except for diseased or hazardous trees. E. ANIMALS Comment letters noted that the site provides bird and wildlife habitat. Although birds and other wildlife may use the hillside, no threatened or endangered animal species have been observed on site. The following species and their habitats are protected in Port Townsend: bald eagles, great blue herons, brant and harlequin feeding areas, and waterfowl at Kah Tai lagoon and the golf course pond. No impacts to threatened or endangered animal species or habitat is anticipated at this site. It should be noted that river otters have been reported on site, presumably moving upland from Point Hudson. Based on consultation with the Department of Ecology(DOE) staff, river otters generally are seen on upland sites when they are denning. There may, therefore, be a den onsite or in the vicinity. According to the DOE, river otters can be very difficult to relocate once they have established a denning site, and they may continue to use the property even after it is developed. F. ENERGY& NATURAL RESOURCES The environmental checklist description with regards to energy& natural resources is adequate. There are no mineral or energy resources known to exist on the site. The proposed structure will be required to meet the Washington State Energy Code. G. ENVIRONMENTAL HEALTH The environmental checklist description with regards to environmental health is adequate. Standard construction practices shall be employed to minimize the risk of environmental health hazards including explosion and the release of hazardous materials. Standard construction and traffic control measures should be employed to minimize the risk of accidents. H. NOISE Noise impacting the proposed development: Noise from frequent sporting and other public events at Jefferson Memorial Stadium potentially will impact the residential use of the site. The City received a letter from Jefferson County Department of Public Works(Exhibit F) noting that Memorial Field is an active recreation site that has been used for approximately 50 years that hosts approximately 200 to 250 events per year, including carnivals, sports camps and games, circuses and special events- The baseball diamond is located directly adjacent to the property. While Jefferson County Public Works is not opposed to development of the property, they are concerned that new residents will generate complaints about noise, lights, and errant baseballs. The property owner will be required to sign a "No Protest Agreement" binding upon future owners acknowledging that the property is subject to the noise, light, traffic and other aspects of living directly adjacent to a public facility of this type. Noise impacts created by the proposed development. During construction, surrounding properties would be subject to traffic and heavy equipment noise. All construction equipment shall be required to have mufflers. Per the City's Engineering Design Standards, hours of construction shall be limited to between 7 a.m. and 6 p.m. Monday through Friday, and prohibited on weekends and national SEPA MDNS/Page 5 Charles Arthur Triplex behind Memorial Field LUP02-064 • I holidays. Under special circumstances, and if requested in advance, the BCD Director may grant exceptions to these construction hour limits. No additional mitigation is required. I. LAND and SHORELINE USE Zoning The project site is located in the R-II Residential Zoning District. The R-II district accommodates single-family residences at a density of one per 5,000 square foot area. Since the parcel is over 17,000 sf, the underlying zoning density allows 3 dwellings. Because of the steep slopes, the most feasible way to accomplish that density is a triplex. A triplex is also entitled to one Accessory Dwelling Unit (ADU) provided the property owner lives on the site. Condominium type ownership is allowed in the R-II district. If the proposed triplex is divided into condominium ownership, ownership of the ADU msut be attached to ownership of one of the three condo units. Special Overlay District The BCD Director, who is the SEPA responsible official, has concluded that the site lies within the Port Townsend Urban Waterfront Planning Area, but that it is not clearly located within the"Special Design Review Overlay District"under PTMC Chapter 17.30, and thus is not subject to mandatory Historic Preservation Committee review. However, SEPA"substantive authority" may be invoked to mitigate impacts to the historic commercial district and view corridors. See Section K. AESTHETICS for discussion. Shorelines/Environmentally Sensitive Areas(ESA.$) ESA goal of minimizing site modification Relevant Development Regulations: The ESA ordinance takes as its basic approach the `Avoid, Reduce, Compensate method' that is, "first, if at all possible, avoid adverse impacts; second, if that is not reasonable or possible reduce adverse impacts by minimizing or limiting the degree or magnitude of the development and its implementation by using appropriate technology, or by taking affirmative steps to avoid or reduce impacts. "(PTMC 19.05.010.B) A minimum buffer of 25 feet shall be provided from the edge of all slopes and marine bluffs that are subject to landslide or erosion hazards. (PTMC 19.05.100.E.1) The buffer may be reduced when expert verification and environmental information demonstrate to the satisfaction of the director that the proposal will not adversely impact a sensitive area. (PTMC 19-05-100-E.3) Discussion: The subject property is privately owned and is thus subject to development within the confines of ESA and other relevant regulations as discussed herein- In response to City feedback, the applicant has eliminated the large wall and extensive fill and reduced the size of the structure in order to lessen the overall impact of the project. He has also eliminated the portion of the building originally located in the steeper area on site. However, strict adherence to the standard of a 25 foot buffer from the toe of the slope would tend to make the building appear more massive from every viewpoint by moving it further southward, rather than blending into the background of the bluff. The BCD Director has determined that the buffers as shown on the preliminary site plan are acceptable and with appropriate engineering and mitigations, are not anticipated to impact the slope. The buffers of the SEPA MDNS/Page 6 Charles Arthur Triplex behind Memorial Field LUPO2-064 • r final plan shall not be less than as shown on the preliminary site plan. l t Steepness of slope/Lot coverage Relevant Development Regulations: The maximum total percentage of lot area that can be covered by impervious surfaces, (including parking areas) is limited by the slope of the lot for all detached single-family developments as follows: Lot slope X30%allows Lot Coverage 20% (PTMC 19.05.060.A.5.a); Minimize footprint of building and other disturbed areas within the steep slope area; use common access/utility corridors where feasible (PTMC 19.05.100.D.2.d.i.); Minimize impervious lot coverage and where feasible incorporate under-structure parking and multi- level structures(PTMC 19.05.100.D.2.d.ii.); The director may waive the maximum lot coverage if the proposal minimizes impacts to . environmentally sensitive areas...and...uses preferred practices, outlined in subsection A.3 of this section, which are appropriate for the lot(PTMC 19.05.060.A_5.b.i); All possible efforts should be made to ensure that land surface modifications would not induce excessive erosion, destabilize adjacent lands or scar the landscape (PTMC 19.04.180.B.5); In area of former or active landslides and along slopes determined to be unstable, no land modification or related activities should occur without a favorable geologic investigation demonstrating that hazardous conditions do not exist or that mitigation techniques can be used to ensure safety to life and property. (PTMC 19.04.180.B.11); All proposed development on slopes greater than 40%over a vertical height of at least 10 feet should be avoided if possible. (PTMC 19.05.100.D.2.Lii); Alterations to the toe of steep slopes must conform to specific recommendations in the geologic report(PTMC 19.05.100.D.2.f.ii) [if slopes X40%]; Where slopes >50%, no development is allowed and no impervious surfaces permittedd, unless reports show that health and safety are not compromised(PTMC 19.05.110.D.2.fiii); Discussion: The site's lot area is 17,141 square feet. Twenty percent lot coverage, per PTMC 19.05.060, allows 3,428 sf maximum impervious surface. The revised proposal is for a 3,391 square foot building footprint including less than 500 square feet of driveway on site. Therefore, the new proposal meets the 20% maximum impervious surface requirement. The applicant has provided a geologic report which states, "The steep slope gives way to a flatter area in the lower part that may be the site of a structure.- (1 993 NTI report, page 1). The footprint of the structure has been revised so that it sits in the flatter portion of the site. Except for the northernmost corner of the building, all portions of the structure lie within areas of less than 30% slope. The report also states, "The foundation system and available area for construction would SEPA MDNS/Page 7 Charles Arthur Triplex behind Memorial Field LUP02-064 i seem to limit the use of the property to a modestly-sized structure."(1993 NTI report, two references, pages 3 and 4). While the report does not include a definition of"modest", the applicant must meet the impervious surface/lot coverage requirement of 20%. The foundation must be specially designed for the site. The applicant is proposing preferred construction practices such as understory parking, a single access driveway, and maintaining consolidated areas of natural topography and vegetation. Disturbance of site Relevant Development Regulations: Building pad and disturbed areas should be located outside of sensitive areas and buffer boundaries. (PTMC 19.05.060.A.3.e); To reduce the risk of landslide and erosion, the following maximum slope disturbance factors are recommended and may be required: Slope 25-39%, allowed Slope Disturbance is 45%;for Slope >40%, Slope Disturbance may be 30%. (PTMC 19.05.100.D.2.b.v); The revised site plan meets the criteria for slope disturbance by locating the building away from the steepest part of the slope and minimizing the area disturbed. Protection of existing topography and maintaining character of ESA site Relevant Development Regulations and Policies: Proposed actions within environmentally sensitive areas should be managed according to their compatibility with natural characteristics and constraints(PTMC 19.04.180.B.); Structure shall conform to natural contour of slope and foundations should be tiered where possible to conform to existing topography of site; access shall be in the least sensitive area; (PTMC 19.05.100.D.2.d.iii); View Corridors Guideline: Designs shall protect views of the water and the Bluff through compliance with the Shoreline Master Program, the Special Height Overlay District Regulations set forth in Chapter 17.yy of this Code, and other design guidelines established in this chapter. (Urban Waterfront Plan, Guideline 2.2); Environmentally sensitive area goals and policies: Goals. To recognize the unique natural constraints and characteristics of sensitive areas and to maintain or enhance the quality of such areas(PTMC 19.04.180.A.2); Retain characteristics compatible with the natural neighborhood environment(PTMC 19.0 5.060.A.7_b.i ii); Discussion: Port Townsend's steeply sloping topography plays a significant role in shaping the community's image and identity. The impacted slope is an important component of the downtown character and was specifically included in the Port Townsend Urban Waterfront Planning Area. The applicant has revised the proposal to work more with this unique and important site feature. The structure has been located to minimize soil disturbance and where slopes are less than 30%. SEPA MDNS/Page 8 Charles Arthur Triplex behind Memorial Field LUP02-064 • • Shorelines The proposed facility does not lie within 200 feet of a regulated shoreline, water body, or jurisdictional wetland. J. HOUSING The environmental checklist description with regards to housing is adequate. Three market rate single-family dwelling units and one ADU are proposed within a triplex structure. A triplex is considered single-family housing and may have one associated ADU if a property owner resides on site. As noted, the units may be converted to condominium type ownership. No existing housing units will be displaced. K. AESTHETICS The project site is located within the Port Townsend Landmark Historic District, within the Urban Waterfront Planning Area, and adjacent to the downtown Historic Commercial District (C-IlI). Although zoned R-2 Medium Density Residential, the project site is a highly visible portion of the bluff contiguous to and highly visible from the historic commercial district. The site is located within the area protected as a view corridor in the Urban Waterfront Plan, which states: "Designs shall protect views of the water and the bluff though compliance with the Shoreline Master Program, the Special Height Overlay District Regulations as set forth in Chapter 17_yy of this Code, and other design guidelines established in this chapter. " (Urban Waterfront Plan, Guideline 2.2) However, the site is not clearly located within the"Special Design Review Overlay District" under PTMC Chapter 17.30, which requires mandatory design review before the Historic Preservation Committee for all new construction projects. Also, single-family residences normally exempt from the HPC design review process. Therefore, the SEPA responsible official has concluded that this project is not subject to mandatory HPC review and compliance. However, due to potential adverse environmental impacts to the bluff and adjacent downtown historic district resulting from the placement, bulk, and design of the proposed project, the SEPA responsible official will apply those provisions of the Urban Waterfront Plan and Chapter 17.30 through SEPA substantive authority (PTMC 19.04.260)to mitigate identified impacts to the Historic District and Urban Waterfront planning area. Restrictions on building height, maximum building footprint, design of foundation, and reasonable compatibility of the building with the bluff and surrounding structures are required in order to accomplish the above goals as well as to protect the slope. A height restriction will be imposed to minimize impacts to views of the bluff. In this case, "height restriction" means both that the structure must meet the City's building height regulations for the R-II zoning district, and that the building must be located such that the top of the bluff is not obscured nor overwhelmed by the mass of the building. For purposes of the zoning code, height is measured in two ways as follows: If the ground slopes less than 10 feet in the distance measured 5 feet from each side of the building(from highest point of building site to lowest), the building height is measured from the ground on the higher side of the building. If the ground slopes more than 10 feet in the distance measure 5 feet from each side of the building(difference in slope height exceeds 10 feet), the building height is measured from the ground as the lower side of the building,plus 10 feet. In both cases for zoning purposes, the high point of the building is measured at the average height of the highest gable(on a gable type roof), or the top of the SEPA MDNS/Page 9 Charles Arthur Triplex behind Memorial Field LUP02-064 • • roof on a flat type roof. In the present case, because the difference in slope exceeds 10 feet, the building height would be measured from the lower side of the building plus 10 feet. The top of bluff adjacent to the project site is described as approximately 70 feet above sea level. To mitigate impacts to views of the bluff, any proposed structure shall both conform to the R-11 height requirements, using the City's method of determining building height, and also be located such that the highest point of the structure shall not exceed an elevation of 64 feet above sea level in order to avoid obscuring views to and from the bluff. The proposed preliminary building elevations (Exhibit B) are acceptable in regard to building height and placement The applicant has indicated that materials used would be similar to those used in the surrounding neighborhood on residential buildings. L. LIGHT AND GLARE Light and glare impacts to the project: The environmental checklist description of light and glare is not adequate. The project is adjacent to an athletic field that frequently hosts nighttime, highly lit events. To mitigate potential complaints regarding normal use and operation of Memorial Field and notify future property owners of these activities, the applicant shall record a No Protest Agreement, binding on all future owners and residents, that restricts complaints on the basis of light impacts from Jefferson Memorial Field. Light and glare impacts originating from the project: No significant impacts are anticipated. All exterior lighting shall be shielded and directed downward to prevent glare from affecting adjacent properties, pedestrians and motorists. M. RECREATION The environmental checklist description regarding recreation is adequate. The site is within walking distance of many of the recreational attractions of Port Townsend. It overlooks and is adjacent to the downtown Historic Commercial District, and is located within a few hundred yards from Point Hudson and beach access. It is across the street from the skateboard park and adjacent to Memorial Field. The mitigation measures included in this determination shall ensure that recreational opportunities at Memorial Field are not impacted by this project. N. HISTORICAL AND CULTURAL RESOURCES The environmental checklist description concerning historical and cultural resources is adequate. No known cultural or historical resources are known to exist on the site. If such materials are discovered during excavation,work must be stopped immediately and the State Historic Preservation Officer contacted. Work would not be allowed to resume until approval is obtained from the BCD Department. O. TRANSPORTATION Vehicular Primary vehicular access to the parcel will be provided by a short driveway partially in the unopened Franklin Street right-of-way, exiting onto Monroe Street. The driveway has been placed to parallel and minimize intrusion into the hillside; however, the driveway will need paving because of the slope. SETA MDNS/Page 10 Charles Arthur Triplex behind Memorial Field LUP02-064 • A small portion of the hillside to the north of the proposed driveway may need to be excavated in order to allow adequate sight distance for vehicles exiting the site, especially because of event-related, heavy pedestrian and vehicular traffic on Monroe Street. The sight distance must be approved by the Public Works Department as part of the Street and Utility Development permit. Traffic generated by the completed project could be expected to be 40 trips per day total (4 dwelling units x 10 trips/day)based on Institute of Transportation Engineers reference publication, Trip Generation. Since household size in Port Townsend averages 2—3 individuals, that estimate can be downsized to approximately 32 total trips per day. Actual trip generation is expected to be lower due to the downtown location of the site. No adverse traffic impacts are anticipated. Park Eight off-street, parking spaces will be provided for residents and visitors on the ground floor under the residential units. ESA regulations encourage under-structure parking to reduce impervious surface and other site disturbance of the ESA. Five spaces are required by City code per PTMC 17.76.80, which requires 1.5 spaces for each of the three units; no additional parking is required for the ADU under City code. The additional parking spaces above the minimum required will not increase the building footprint or create additional impervious surface. Due to demands for on-street parking adjacent to this site, having additional off-street parking for guests will be helpful since the Memorial Field vicinity often experiences parking and traffic congestion, especially during festivals, sporting and other special events. Transit Jefferson.County Transit shuttle bus serves Monroe Street. There is an unmarked bus stop at the intersection of Monroe and Jefferson Street, within 100 yards to the south of the site. Non-Motorized A public trail could conceivably be built in Franklin Street. However, it may not be advisable to do so because of steep slopes. The Public Works Department will consider that possibility when it repairs the stormwater pipe in the Franklin Street right-of-way. P. PUBLIC SERVICES The environmental checklist description concerning public services is adequate_ Q. UTILITIES The environmental checklist description regarding utilities is adequate. Water and sewer service are available in Monroe Street. Connection to these facilities will be adequately addressed through the Street and Utility Development permit process in compliance with the City's Engineering Design Standards. New development requires a fire hydrant within 250 feet of the property; a new hydrant may be required as determined by the Public Works and Fire Department. The Fire Department must establish fire flow requirements for the project. It will be the applicant's responsibility to demonstrate compliance before a building permit is issued. Stormwater issues are addressed under Section C - "Water" above. SEPA MDNS/Page 11 Charles Arthur Triplex behind Memorial Field LUP02-064 0 REQUIRED MITIGATION MEASURES FOR Charles Arthur Triplex behind Memorial Field FILE NO. 02-064 March 19, 2003 The environmental review indicates a probability of significant adverse environmental impacts from the proposal, which can be mitigated. The following measures are intended to mitigate adverse environmental impacts disclosed during SEPA review. If the proponent agrees upon these recommendations, issuance of a Mitigated Determination of Non- Significance is appropriate. PRIOR TO ISSUANCE OF A BUILDING PERMIT: 1. Any proposed structure shall be designed with an engineered foundation designed by a licensed structural engineer and in conformance with the requirements and recommendations of the geotechnical report. Soil testing sufficient to adequately ensure the sound construction of the structure shall be conducted. 2. All the recommendations of the geotechnical report are incorporated herein by reference, except for references to a retaining wall. 3. Development requirements for any proposed structure: a. To mitigate impacts to the ESA and to reduce stormwater impacts, the footprint of the building plus all impervious surfaces on-site shall not exceed 3,428 square feet, as shown Sail in Exhibit B, which is within the 20% maximum lot coverage/impervious surface. No subsequent development or improvement shall be permitted that exceeds the 20% lot coverage/impervious surface maximum. b. To mitigate impacts to the ESA, the building footprint shall be located no further north or west, that is, closer to the steep slope, than is shown on the Exhibit B. c. To mitigate impacts to views of the bluff, any proposed structure shall both conform to the R-II height requirements, using the City's method of determining building height, and i also be located such that the highest point of the structure shall not exceed an elevation 'Y~ of 64 feet above sea level in order to avoid obscuring views to and from the bluff The proposed preliminary building elevations are acceptable in regard to building height and / placement. d. To reduce impervious surface and disturbance of an ESA, all offstreet parking shall be provided under or within the structure. e. To mitigate for visual impacts of the bluff and adjacent historic commercial district, BCD will review the design of the building for compatibility with adjacent residential and historic commercial development. The preliminary building elevation with barrel roof is 0,, acceptable. If the design is changed, it must be approved by the Building and Community Development Dept. The building shall be designed to fit into the context of the existing surroundings and be a good"background" building, which respects and SEPA MDNS/Page 12 Charles Arthur Triplex behind Memorial.Field IIIP02-064 • S supports existing,structures, rather than an"image"building which departs significantly in architectural style from either surrounding residences or commercial buildings. Exterior siding and trim materials shall be wood, wood-cement products, stonework or brick. Roofing materials shall be dark colored and non-reflective. Synthetic or artificial materials are discouraged. Colors shall be earthtones, tertiary colors or chosen from the Historic Preservation Committee approved color palette. Bright colors shall be used sparingly and only for trim elements. f. To mitigate impacts to the ESA and to ensure good communication between the City and the applicant, a pre-construction meeting must be held onsite with City staff prior to construction. 4. To mitigate potential water and soil erosion hazards, plans for clearing, grading and temporary erosion and sediment controls shall be submitted to the BCD in the Street Development Permit. The plans shall include special attention to prevention of landslides or erosion of the hillside. Grading shall be the minimal required to complete construction. All plans shall be reviewed for / compliance with the Port Townsend Engineering Design Standards and the Department of d Ecology Stormwater Management Manual (DOE SWMM). Temporary erosion and sediment control measures shall be installed as specified by the approved plans before beginning clearing and grading activities and shall be maintained until the city Public Works Department deems them unnecessary. 5. The driveway impervious surface shall be minimized and located substantially as shown on the preliminary site plan. Adequate sight distance must be provided for entrance onto Monroe Street. Some excavation of the hillside on the northern edge of the driveway at the Monroe Street sidewalk will be required. Plans for such excavation and improving visibility must be submitted to and approved by the Public Works Department. 6. A final stormwater management plan must be submitted, prior to the issuance of a building permit. This plan must comply with the requirements of the Department of Ecology Stormwater Management Manual and the Port Townsend Engineering Design standards. 7_ The applicant shall sign a"Hold Harmless" statement in which the owner acknowledges the risks inherent in building on this site, and in which he accepts and assumes all risks of loss or damage arising out of the conditions described herein, and further agrees to relieve and hold harmless the City of Port Townsend, its officers, agents, and employees, of any liability for approval of the development and the engineering design of the development. S. The applicant shall sign a"No Protest Agreement" that shall be binding on all owners and occupants of the structure. This agreement shall acknowledge that Jefferson Memorial Field is the site of frequent community events that generate noise and light, and that the occupants shall not make nuisance complaints about such legal activities. The owners further accept responsibility for any damages due to objects such as flying baseballs that may leave the field in the normal course of sporting events. This agreement does not restrict the right of the owners or SEPA MDNS/Page 13 Charles Arthur Triplex behind Memorial Field T,UP02-064 • occupants to seek redress from illegal or criminal activities that may occur in connection with such events. Nor does the No Protest Agreement restrict the right of the applicant or subsequent property owner from objecting to proposed development on Memorial Field beyond the current uses or existing improvements. DURING CONSTRUCTION 9. Exterior construction activities shall occur only during the dry season or during periods where there is no concern for slope stability as determined by the applicant's engineer. Disturbed areas must be revegetated or otherwise stabilized prior to the start of the rainy season in order to minimize the possibility of erosion and sloughing. 10. No vegetation shall be removed except for the absolute minimum required for construction_ Vegetation may be removed only during the months of May 1"through September 30 unless specifically approved by the Director. Any replanting that is necessary shall be with drought- tolerant, preferably native species. Only minimal irrigation is permitted. 11. To mitigate potential impacts to archeological resources that may be discovered during excavation, work should be stopped immediately if such materials are discovered and the State Historic Preservation Officer contacted immediately. Work should not resume until approval is obtained from the Director of Building and Community Development. 12. A copy of these mitigation measures shall be given to and read by the project contractor and all sub-contractors prior to beginning construction, and a list of these mitigation measures shall be prominently posted at the site in a waterproof container or bag. ONGOING 13. Vegetation standards applied during construction shall be continued once the building is occupied. Native vegetation shall not be disturbed on slopes over 30%. Only drought tolerant plants that require a minimum of irrigation shall be used on site. 14. Condominium type ownership is allowed in the R-II district. If the proposed triplex is divided into condominium ownership, ownership of the ADU must be attached to ownership of one of the three condo units. I, Charles Arthur, have read, understand, and accept the conditions associated with the above referenced mitigated determination of Non-Significance(MDNS). I agree to follow the above referenced. Mitigated Determination of Non-Significance(MDNS). I agree to follow and carry out the conditions, exhibits, and site plans associated with the MDNS and comply with any other local, state, or federal permits required for the project. Charles Arthur Date SEPA MDNS/Page 14 Charles Arthur Triplex behind Memorial Field LUPUZ-064