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Home My WebLink AboutBLD06-148 0 a 01,pprroil" y� CITY OF PORT TOWNSEND 6 >�'1 'a DEVELOPMENT SERVICES DEPARTMENT 4y de, INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:00PM�FRIDAY. DATE OF INSPECTION: c C� /Q PERMIT NUMBER: P)Lh 0 6-i1-0 SITE ADDRESS: / f 3 L1 2 In— (/ tZ Cr CONTACT PERSON: PHONE: TYPE OF INSPECTION: .--tt./214_1/1/1 f A)OA.6 "Z S_ ici/ f(6(C / 00-174-ce_Tic54-) ii&CV 0(to_)r. 0 ��► 4. t*LJ( 0a__ e7414 c /ec psi AP 0 ioN ?Lyi kJ ,---,,,31 j'/ t1 C)& auk o u / /2!' A_., V a 1(1 I . , 'OF /4.)(---;) 1, .) )7--- 6.. CA)Li '/C) ,'• ^ 4i r t' i✓ /0 NiCIM )-f= A411 cIt 1/0if- `r tie c-,;()PPS /' LI A )- /10 4/ _,---.-- 'v414 I e(y ❑ A' '1111 ° D 0 APPROVED WITH ❑ NOT APPROVED CORRECTIONS `` = -- Ok to proceed. Corrections ill be Call for re-inspection before checked at next inspection proceeding. Inspector i 1 A ' - Date f 9 n 9 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. • • o�orr row CITY OF PORT TOWNSEND "� n DEVELOPMENT SERVICES DEPARTMENT • �,- INSPECTION REPORT•t 4 t� ¢w For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want r the ins ection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: ��/�0 (D7 PERMIT NUMBER: E6—. / L (J SITE ADDRESS: PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION: 't� 5C1ELio C*--- —*'(--) 5:A E) L ,,, k , V_.) %_.) , cc" c-c )(APPROVED ❑ APPROVED WITH ri NOT APPROVED ORRECTIONS \ S k, to proceed. Corrections will be Call for re-inspection before next inspection proceeding. r � Inspector �i Date 7— --� 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. BUILDING PLANNING III Ile. 1 egories C,Do,D, and D2. Irregular portions of struc- When the end of a braced wall panel occurs tures shall be designed in accordance with accepted over an opening in the wall below and ends at a engineering practice to the extent the irregular fea- horizontal distance greater than 1 foot (305 tures affect the performance of the remaining strut- mm)from the edge of the opening.This provi- tural system. When the forces associated with the Sion is applicable to shear walls and braced wall irregularity are resisted by a structural system panels offset in plane and to braced wall panels designed in accordance with accepted engineering offset out of plane as permitted by the exception practice,design of the remainder of the building shall to Item 1 above. be permitted using the provisions of this code. A building or portion of a building shall be considered Exception: For wood light-frame wall con- to be irregular when one or more of the following con- shall one end of a braced wall panel ditions occur; shall be permitted to extend more than 1 foot (305 mm) over an opening not more than 8 1. When exterior shear wall lines or braced wall feet(2438 mm)wide in the wall below pro- panels are not in one plane vertically from the vided that the opening includes a header in foundation to the uppermost story in which they accordance with the following: are required. 1. The building width, loading condition Exception:For wood light-frame construc- and framing member species limitations tion, floors with cantilevers or setbacks not of Table R502.5(1)shall apply and exceeding four times the nominal depth of the wood floor joists are permitted to sup- 2. Not less than one 2 x 12 or two 2 x 10 port braced wall panels that are out of plane for an opening not more than 4 feet with braced wall panels below provided that: .1 ..-n (1219 mm)wide or 1. Floor joists are nominal 2 inches by 10 3. Not less than two 2 x 12 or three 2 x 10 inches (51 mm by mm) or lar ' and spaced not more than 16 inches r for an opening not more than 6 feet y 8 er ' (1829 mm)wide or (406 mm)on center. 4. Not less than three 2 x 12 or four 2 x 10 - 2. The ratio of the back span to the canti- for an opening not more than 8 feet lever is at least 2 to 1. (2438 mm) wide and 3. Floor joists at ends of braced wall pan- -_.. 5. The entire length of the braced wall els are doubled. panel does not occur over an opening in the wall below. 4. For wood-frame construction, a con- tinuous rim joist is connected to ends 4. When an opening in a floor or roof exceeds the of all cantilever joists. When spliced, lesser of 12 feet(3657 mm)or 50 percent of the the rim joists shall be spliced using a least floor or roof dimension. galvanized metal tie not less than 5. When portions of a floor level are vertically off- 0.058 inch(1.5 mm)(16 gage)and 11/2 set. inches(38 mm)wide fastened with six 16d nails on each side of the splice or a Exceptions: block of the same size as the rim joist 1. Framing supported directly by contin- of sufficient length to fit securely uous foundations at the perimeter of between the joist space at which the the building. splice occurs fastened with eight 16d nails on each side of the splice;and 2. For wood light-frame construction, 5. Gravity loads carried at the end of can- floors shall be permitted to be verb tilevered joists are limited to uniform tally offset when the floor framing is wall and roof loads and the reactions lapped or tied together as required by from headers having a span of 8 feet Section R502.6.1. (2438 mm)or less. 6. When shear walls and braced wall lines do not 2. When a section of floor or roof is not laterally occur in two perpendicular directions. supported by shear walls or braced wall lines on 7. When stories above-grade partially or corn- all edges. pletely braced by wood wall framing in accor- Exception: Portions of floors that do not dance with Section R602 or steel wall framing support shear walls or braced wall panels in accordance with Section R603 include above,or roofs,shall be permitted to extend masonry or concrete construction. no more than 6 feet (1829 mm) beyond a Exception: Fireplaces, chimneys and shear wall or braced wall line. masonry veneer as permitted by this code. 44 2006 INTERNATIONAL RESIDENTIAL CODE® •e to* o,ponrro� CITY OF PORT TOWNSEND '� DEVELOPMENT SERVICES DEPARTMENT yW INSPECTION REPORT I�r� _ CI 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: 5- 30-07 PERMIT NUMBER: 13Lb (14 " I-48 SITE ADDRESS: 1442 Q ST1t PROJECT NAME: Po CONTRACTOR: CONTACT PERSON: DOU9 PHONE: S,.. — 18R R TYPE OF INSPECTION: FOom-d cz,fi_ v' . f t r:-J -f.`. `-tr ( i 'd' ,i<_L' '..'rA _p, 1-7 , ? i l - -1 , ❑ APPROVED ❑ APPROVED WITH P1 APPROVED CORRECTIONS Ok to proceed. Corrections will be Ca:NO:l fore-inspection before I checked at next inspection prceeing. Inspector -- Date • 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. 11111 . O*pOn- Tp4 CITY OF PORT TOWNSEND -,:. t DEVELOPMENT SERVICES DEPARTMENT � q /r�i, INSPECTION REPORT co 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: 5/f 1//!l 0(.0 PERMIT NUMBER: bi,,OO( 'H 6 SITE ADDRESS: 1 "4 1 2 2.1 "T, PROJECT NAME: R0 CONTRACTOR: CONTACT PERSON: d--)01)3 PHONE: TYPE OF INSPECTION: re,04--incl ,-,e,C2j'2i;c : j ,t--T__'� F' ` /7; \T ' ' /2,C) 0 N(7 _ ----) 0,6 ___ - - _. �`r-- ,,,, -7-1-1-, /,/ 7--; /7) / f-F2 ) i,L1 ->ri) c,- 1-0,2_ ( f � ,, per- 7 ' ' _ � _ E, -,?____,_ _ ___, _ :al_� C 4:- 1 --- CI: ,4)( c k, A, 24,-7 1),,:( /- A (3 1 L._I_ 1,,//i a I .' '- c' 0 I rk)\ "*E1 .-.1 Li'� r (i_' I_.i P\1 <H>N ❑ APPROVED ❑ APPROVED WITH 7 NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. g. j Inspect() f(' / /' (— /f .,._.._......___.._.__ 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. 0 p 5MR!rog. CITY OF PORT TOWNSEND _= ,.'� DEVELOPMENT SERVICES DEPARTMENT "`' 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: /7/e 7 PERMIT NUMBER: aG`//8 SITE ADDRESS: ,/47 Z 77 "mil PROJECT NAME: D O€/6r .447 CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION: , / i i [f �L 1 ( f ,l! tom. 1,1 i \ t_. / il , i) (' I)1 /2- 1____. .,-"".,.. vrj ' :w r,} 4 i / i ! ` y _. . r / f/ !/ r' /) i ) ,, l ,1 714-1 , - f' . I . F\ �Y/ h! �• /1Y f t4'J 1�it_. p J1 ,,,,:?, 1 / i',,"i, ( �! -.- --..- - ---\ (/' c_. ! .. . /' P' v"' d , } C ' . ,, ,, . /..A 1 / f e,� / / I, ( / �' 1 ' ... ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before ;) checked at next inspection -proceeding._ Inspector . (- Date A`,/ 7/ ,7 Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. • • poRT ro4, • City of Port Townsend y Development Services `� " '' 250 Madison St. , Suite 3, Port send,WA 98368 `3y - 1411, 0 (360) 379-3208 FAX (r3o6w01)1344-4619 ��y� April 3, 2007 Mr. Douglas Roth P.O. Box 892 Port Townsend, WA 98368 SUBJECT: Building Permit Extension- BLD06-148 Dear Mr. Roth: I have received your request for an extension of time to begin construction of your new garage/ADU building at 1434 25`h St. There have been no changes to any of the regulations that would apply to the project and it is my understanding that you where unable to begin construction as planned last fall. In accordance with the International Building Code section 105.5 the permit can be extended fora period of 180 days. The new expiration date will now be Oct. 3, 2007. In order to keep the permit active work must begin prior to the expiration date. Thank you. Sincerely, � , l`Ya i Development Services Director IL wa. ( b"k .� j' � � M k " a q.' Ri . l7y.,.'6 f1" �'k w ' b.. ". e�+ti,.01#nom kr,144=1''''''' � , e 4 .4,^'''`; . y, �� viii,..,,,•!, 3 y R;`„ ° 4 y .; i F ," cF S ` 3, r+, + X4 " aw "s ate .40 „..y_ ,41:0--1.--,- {9 . t. _ ,i,"2-:—,4-;e, '"^tl:fl � 'iiiiii " ' ” ' A.�; . a''--1 41 fit; Li A a Po it tr ,. G �y C ,� t 0 t b ...]Y.� ,�""!° �,'� ' "5m ✓ � ' t"2 " Cx x+: �: `f�G :t4:42 t 't t e r fi"r�, a'twe , ai '"6..' .-er`- "" "' "" •-+. ? '' � .,07.xr"'S ; '�-c.- .4...y-- - � -- �A Y �;pe S3 h'�I`a�.� 'vw,. „ N� ikr,lirw �r`k we ,war .... ,:�.. r! !^�x.� ... wv...�w='�a. ....gym-�.*.!"M»«*...:. w•,.'. ��"tl ., ,�..e�. �,m;,. A NATIONAL MAIN STREET COMMUNITY WASHINGTON'S HISTORIC VICTORIAN SEAPORT 0 - _ fey,/ ; A't/ 6‘2116-g/At-- -77 gs- &aft-j/4-/ (.?4,-1_, c,e 45/ // 414,2„, ep-F -?-fc z2e5 t7t L-l/z -- /5/j. • 41 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: BLD06-148 Issued: 09/1/2006 Parcel Number: 961200503 Job Address: 1442 25th St. Zoning: R-II Type: V-B Occupancy: R-3 Nature of Work: Construct single-family Accessory Dwelling Unit Owners: Douglas Roth Contractor: Owner GENERAL CONDITIONS APPLY—SEE LAST PAGE SEPARATE PERMITS REQUIRED: Electrical—Contact Labor&Industries @ 360-417-2702 *** All elements of engineering including holdowns,framing, nailing and other engineering connections require inspection prior to cover. *** 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 Footings FOUNDATION WALLS Foundation drainage SLAB PLUMBING: Rough-1n-DWV Water piping Supply Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 1 of 1 • Permit#BLD06-148 MECHANICAL Kitchen/Bath/Laundry Fans Environmental Air Exhaust ducting(w/back draft dampers), Insulation(R-4)(on ducting in unheated space) FRAMING—all members and connections require inspection prior to cover LAC Ct Fasteners, hangers, etc. in contact with treated material must be hot dipped galvanized ,icy" INSULATION J Floor(R-30) 3/.?Gl Q 5, Walls (R-21) 0 -K Ceiling(R-30 vault) DRYWALL FictiCt FINAL 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) require inspection prior to cover. 4. Re-inspection is required after inspection report corrections are completed. 5. Final Inspections are required prior to occupancy. 6. Revisions require submittal and approval prior to making changes in the field. Contact the Building Department (379-5095) prior to making changes to the approved plans. 7. POST THIS PERMIT ON-SITE WITH THE APPROVED PLANS. APPLICANT SIGNATURE DATE Call 48 hours before you dig for utility line locates 1-800-424-5555 Page 2 of 2