Loading...
HomeMy WebLinkAboutPermit D13-031 - GUIRNALDA REMODEL - REMODELGUIRNALDA REMODEL 4504 S 137 ST D13-031 City -AP -Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 7347600125 Address: 4504 S 137 ST TUKW Suite No: Project Name: GUIRNALDA REMODEL DEVELOPMENT PERMIT Permit Number: D13-031 Issue Date: 02/04/2013 Permit Expires On: 08/03/2013 Owner: Name: LUCKY INVESTMENTS LLC Address: 3035 ISLAND CREST WAY , MERCER ISLAND WA 98040 Contact Person: Name: RAMON M GUIRNALDA Address: 4504 S 137 ST , TUKVVILA WA 98168 Phone: 206 440-5393 Contractor: Name: OWNER AFFIDAVIT - RAMON GUIRNALDA Phone: Address: Contractor License No: Expiration Date: Lender: Name: OWNER - RAMON M GUIRNALDA Address: DESCRIPTION OF WORK: RENEWAL OF EXPIRED PERMIT D 12-080: REPAIR FIRE DAMAGED RAFTERS, INSTALL NEW MON-LOAD BEARING INTERIOR WALL, INSTALL 5' DIAMETER SPIRAL STAIRWAY, AND FOUR FOOT OR LESS BLOCK WALLS. Value of Construction: $10,000.00 Fees Collected: $145.90 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0022 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-031 Printed: 02-04-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and governing this work will be complie Public: Non -Profit: N Public: xami ed this permit and know the same to be true and correct. All provisions of law and ordinances with, whether specified herein or not. The granting of this pe til,t does not pre .. e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p :47 • • - owork. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. 4r/1,,f_ , ._-f-e_ _ Signature: Print Name: mai C(4, r Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: I: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of doc: IBC -7/10 D13-031 Printed: 02-04-2013 this requirement. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 10: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 15: Existing storm drainage patterns shall be maintained after "less than 4 feet walls" are constructed/installed. Storm drainage shall not be incresed for adjacent properties as a result of this project. doc: IBC -7/10 D13-031 Printed: 02-04-2013 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 7347600125 Address: 4504 S 137 ST TUKW Suite No: Applicant: GUIRNALDA REMODEL RECEIPT Permit Number: D13-031 Status: PENDING Applied Date: 01/28/2013 Issue Date: Receipt No.: R13-00589 Payment Amount: $45.90 Initials: JEM Payment Date: 01/28/2013 12:12 PM User ID: 1165 Balance: $0.00 Payee: RAMON M GUIRNALDA, GR WORLWIDE SERVICES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 013669 ACCOUNT ITEM LIST: Description 45.90 Account Code Current Pmts BUILDING - RES STATE BUILDING SURCHARGE 000.322.100 41.40 640.237.114 4.50 Total: $45.90 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 7347600125 Address: 4504 S 137 ST TURIN Suite No: Applicant: GUIRNALDA REMODEL RECEIPT Permit Number: D13-031 Status: PENDING Applied Date: 01/28/2013 Issue Date: Receipt No.: R13-00588 Payment Amount: $100.00 Initials: JEM Payment Date: 01/28/2013 12:11 PM User ID: 1165 Balance: $45.90 Payee: RAMON M GUIRNALDA TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description 100.00 Account Code Current Pmts BUILDING - RES 000.322.100 100.00 Total: $100.00 Printpri• n1_?R_2n1l INSPECTION NO. INSPECTION RECORD Retain a copy with permit D/3 -os/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,,h,r� (206) 431-367 "' Permit Inspection Request Line (206) 431-2451 't* Project: e ztr i2 4 1..6A - ReC004) L Type of Inspection: ! it ail 4 L \i, Address: q SGL-/ 5 /37 Date Called:y Special Instructions: 7,0‘-3g3 VI.)� /r¢15f ClA/la,rlFAJlZ- Date Wanted:. .1- -' (--�: a�rrF., c' Requester: Phone No:P 77Ci -ci 8z- Approved per applicable codes. Corrections required prior to approval. COMMENTS: er' t �Qrp � f a A R Insi5ector: Date -7_62-- /3 a ` n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188- (206) 431-3670 Permit Inspection Request Line (206) 431-2451 b/3-03( Project:, Chu, Ni -{6A gM©kkQ Type of Ins eotion: (�{tk` .,n t� t( t , Address:c O4 t 3 r „_ t Dat Galli r06 f L ,' Special Instructions: //, / Date Want l:.µ . i a_rn p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r 1/ Insr(ector: a Date Z n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit .)c3 —a31 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 yt— (206) 431-3670 • Permit Inspection Request Line (206) 431-2451 Project:. �� r/� 4 n _ a &O 6 IC�Q.''\0 Type �ofj I spe (/til tion:_, ,, ,� k_e_ `vim---.. Address- 4-5 04 is-` Date Called: r ._, (.3q Special Instructions: i J SJ Date Wanted.. \\`����� ..a.m.; p.m. Requester: Phone No: ZApproved per applicable codes. Corrections required prior to approval. 1/ COMMENTS: Inspector: 1 Date: Z- n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .....fkr 1 INSPECTION RECORD Retain a copy with permit. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 la, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: C.O li t KA t k ie &t ok l Typ f-Insp c ion: I 6 .6 ! 4S • --\---?)(,)( IA Address 4.5 04 c 3'?s` Date Called: Special Instructions: 41 Date Wante2. I . 1 13 -- Wim: - p.m. Requester: Phone No: (O'- 5 .9S732_ Approved per applicable codes. Corrections required prior to approval. 1/ COMMENTS: Inspector: It I i" Datg�-� REINSPECTION FEE REQUIRED: Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: c Type of Inspection: ' Address ,.,1 24>d i31 sr- Date Called: -... Special Instructions: AiA4).}%L(..-- (,� Date Wanted: / I `1 -.a.m., P.m. Requester: Pho1r40l0' 75 f - 1 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: "N2- L. cdo Y Inspector: 11J,�it44014v7' n REINSPECTION FEE REQUIRED. Prior to paid at 6300 Southcenter Blvd., Suite 100. Date:1 2.111113 l/ i (/ 3 next inspection, fee must be Call to schedule reinspection. May 21, 2012 City of Tukwila Attn: Building Official/InspectoPCil O. Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell Phone: (206) 571-8794 FILE COPY Subject: Field Inspection of Block Wall, Residential Remodel, 4504 S. 137th Street, Tukwila, WA 98168 (Owner: Lucky Van Hoang) (D12-080) Dear Sir: This letter documents the field inspection by this office of the three level concrete block wall located at the rear of the building at the above address. The layout of the wall sections and their construction closely matched those of the plan prepared by this office in March 2012. The shown base of 3 inches crushed rock was placed and compacted below the first level of block. Only one minor modification was made in the construction, which was to use a one foot thick layer of 5/8 inch minus (washed) crushed rock behind the wall instead of the single layer of filter fabric directly behind the wall. This was done to allow firm backfill behind the wall while retaining general filtration capacity. This replacement is acceptable. In all respects the wall was installed in a very professional manner and with good workmanship. It is actually a pleasure to look at. Attached are photographs taken during the site visit. No changes or modifications are recommended. Questions relating to this matter may be directed to this office. Sincerely, ruce REVIEWFMfaRgin CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION cVeigh, P er RECEIVED CITY OF TUKWILA JAN 2 8 2013 PERMIT CENTER Iuckyvanhoang02/1205 DIS- X31 LOOKING EAST ACROSS FUTURE PATIO AREA TYPICAL VIEW LOOKING WEST - ALL SLOPES TO BE RE -VEGETATED Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: 206-571-8794 March 11, 2012 City of Tukwila Building Department Attn: Plan Reviewer/Inspector • H17: C CITY Of:.._`U:KWIL-A JAN 2 8 2013 PERMIT CENTER Subject: Comments Concerning Upgrades Required for Existing Residence, 3207 S. 164th Street, Seatac, WA 98188 (Owner: Lucky Investments, LLC, Attn: Lucky Van Hoang) Dear Sir: The following information is provided to assist in your review of the proposed repairs for the fire damaged rafters and for the general remodel of the house interior. Also provided is information concerning a replacement of existing deteriorated wood retaining walls behind the house with formally designed block walls. General. The site is located on the north side of S. 137th Street in residential Tukwila and is 60 feet wide by 120 feet deep. The site slopes upward from the street with a typical slope of about 12 percent, with a minor level portion in front for the parking pad and some minor terracing along the sides of the house. Records indicate the house was built in 1912. From observations of the structure the original portion of the house may be identified. A later substantial addition and alteration is evident. This may have been in two phases, however from the observed building techniques employed it was likely done as one phase. The original house was a simple one story house on foundation. The later remodel raised the level of the house to allow basement area under the original house section, and a front bump out for a stairway to the basement. At that time, or perhaps during a later remodel, a section of main floor was added along the rear of the building, with provisions for more room for a kitchen, dining room and bathroom. (Note, when the original house was constructed there were no water or sewer services and an outhouse and on-site well were used.) DIS - n31 The original and added :portions of the main floor were;wood frame with a constructed roof The basement, area, including exposed full height walls, used concrete masonry units. Based upon observations of open portions of this, wall, the wall was constructed hollow with no reinforcement. The concrete basement floor is slab on grade. Based on the construction techniques and materials employed, the addition of the basement and rear section were done no later -than the 1950's. Overall, the workmanship on the original house and additions is good, allowing for the times, and the condition, of all areas is,generally very good. There are some limited wood portions with minor rot, however this is likely due to poor maintenance at times over the last 50 years. The CMU wall is in very good condition and no substantial cracking or settlement was observed. While not meeting current standards it may be considered in good and serviceable original condition. Fire Damaged Rafter Repair. The roof area is stick built with 2 inch by 4 inch rafters at 2 foot centers. The original roof line is evident in the attic space, with extended over -rafters used to extend the additional width to the rear and a minor similar extension in front for the stairwell area. In the recent past a significant fire entered the attic space. The main area damaged is at the right front where the first five or six rafters are charred to a depth of up to 1/2 inch. The damage is mostly in the top half of the affected rafters. Some minor damage occurred at rafters beyond the main area. The previous owner did some replacement and splicing but the job was done in an incomplete and haphazard way. As a general repair, we recommend that the most heavily damaged rafters have a spliced on 2 inch by 4 inch soldiered on each side, with the worst of the loose char removed first. It is recommended that this office meet with the contractor doing the work to 'clarify the work to be done. Note that the fire only slightly damaged the plank sheathing at the front of the house and the plywood sheathing at the rear of the house. No repairs or replacements of the sheathing are recommended. It was noted during the site visit that several of the rafters had substantial splits due to heat and age. These should also be spliced. Attached are beam calculations showing the need for the double splicing of the damaged rafters. General Remodel - Main Floor. The previous .owner, along with repairing the damaged rafters, began a series of non-structural room alterations and general upgrade of the main floor area. Proposed at this time is to complete these alterations, with improvements in the basement area. The primary change in the main floor is to remove a wall and tum two small bedrooms into one larger bedroom. This is substantially complete. Also, two windows have been installed which meet current energy code requirements and bedroom exit requirements. A wall in the stairwell area has been removed and the location of a likely old, non -code stairway has .been cleared out. A header of 6 inches by 8 inches is recommended to support the roof where the wall has been rernoved. The design of a current code framed stairway was attempted, however the space limitations prevented,this. Instead, a 5 foot diameter`fabricated iron staircase will be installed. This should rrieet current code requirements. By calculation, there will be 12 steps of 7.22 inches each, with 3 steps per quarter. The railing is to be 36 inches high with maximum 4 inch gaps. It will fit nicely into the area. It is proposed to open the wall into the basement similar to the arrangement at the upper floor, and a similar header to support the floor is proposed. Basement Area Remodel. Either during the recent previous owner remodel work or during a previous incamation of the house, the exterior walls of the basement were built over with 2 inch by 4 inch framing, insulated and sheathed with 1/2 inch wallboard. The condition of this added wall work is good and it appears to have had good workmanship. It does not appear that any alterations to this wall work would be required. It was noted that the basement area and the crawlspace above and behind it are very dry and there was no evidence of any wetness or water problem in the basement. This observation was made in a period of regular winter/spring rainfall. During this current remodel it is proposed to add a dividing wall down the middle of the basement area to allow two bedroom areas. An existing 2 foot by 2 foot window in the middle of the exterior wall would be removed and a new 3 foot by 3 foot sliding window added at a maximum height above'floor of 36 inches added for each room. Closet spaces are provided for each room. While cozy, these rooms should -function well as bedrooms. An old crawlspace access at the rear of the basement area wall was opened up to the floor. The CMU wall should be repaired here with a rear membrane. The top of the access hole should be retained for rear crawlspace access, but, should be sealed with a cover which also provides moisture protection and insulation. Front Porch and Steps. The structural condition of the front porch and steps is generally good. It is recommended that water damaged areas be replaced in kind with pressure treated wood and galvanized nails and fittings. It should then be painted with a good grade of deck paint. Block Wall at Rear of Building. At present a two step railroad tie wall is located immediately to the rear of the building. There is only a narrow gap of about 2 feet from the lower wall to the rear wall of the house. Dirt and debris have fallen in this gap to a level above the wood framing. The walls are in very poor condition and have almost completely failed. It is proposed to replace these walls with a two and possibly three step concrete block wall. The distance from the back of the house would be increased to 10 feet, the adjacent grade lowered to prevent soil close to the house's wood framing, and the gap sloped to carry surface runoff away from the house foundation and around to the sides of the house. The wall sections would be made from the basic 6 inch by 12 inch blocks, with a backslope based on the blocks manufacture. The base of the blocks would be 6 inches below grade on a crushed rock base, and would extend 3.5 feet above grade. The design height of the wall section is then 4 feet, which is modest. A horizontal run of 4 feet would separate the wall sections, with the run being flat. The result is that each section of wall lies at or beyond the 1:1 slope from the lower section's base, and removing any surcharge which would affect the lower section. Note that the top section, which does have some theoretical surcharge do to the slope of the hill above will only be about 2 feet high, so that the effect of the surcharge is minor and may be ignored. It is recommended that the wall .be backed by filter fabric. Due to the filter fabric and joints in the wall sections, water will not accumulate behind the wall, and ultimately any seeping water would be captured.at the .low point between the bottom section and the' house, and thus routed away. It recommended that the Engineer be consulted during construction to ensure the geometry and construction techniques meet the intentions of the design. Conclusions and Recommendations. Per the above discussions, the house is in generally good conditions. It is recommended that the information shown on the related plans and in this evaluation be used, to complete the work of the remodel and safely repair the fire damaged rafters, and to provide to an extended and maintainable future lifetime for the house and its site. Feel free to contact me concerning the above should you have questions. Sincerely, ruce S. MacVefgh, P.E. Civil Engineer EXPIRES: 4/241/3 // /4'1s 1/ Z hoang13701/1205 FRONT OF HOUSE SHOWING PORCH AND BUMP OUT TYPICAL BADLY CHARRED RAFTERS EAST SIDE OF HOUSE SHOWING TERRACING REAR OF HOUSE SHOWING DEBRIS AND FAILING WOOD WALLS saawar.0....."••se•••••••• A/a7z L.) re e- p'r F.o.e Bieck v/A4z N ALL WDRIC 5- /A/ 7 ER/ 2) ie•• weeeeee.e.••••••••••••*"".=.•••....`........ ...•••••,.....sparaamoormoormaaseta•Na•••••••. .x //24J- )( ANL:. nE/Y A e'rE eiN1) W/Tz)7 /147 E kv.,42 S 00. • ‘1). tt i I 1 /1 Z.- /1/ZW .3 ' Alz LTAS/C 257LDCX WA S K de - •t 0 I#0 'I) /271 S7 goo A/DTE /WA/ FL. /07; Z. /DO, 4777 F/2E DA//1 AREA it=2.4iv 'BEAM. CALCULATIONS DATE: // PROJECT: / "'V /els" MEMBERLOCATION: /9 SPAN = L = / f FEET 2 FA , 2",4* d' t Va ae PLF DL= w TL x width contrib. area = eV/PA/tic/ R F PSF LL = PSF THEREFORE TL = 3.° PSF /0 7 f MDES. (UNIF. LOAD) w x L2/8 l() MDES. (POINT LOAD) = ((1-, — = FT # FT #. FT # IN # L x P) x X FT # FT # FT # IN # (:74 /AO fr F b = .)"14: PSI BEAM OR JOIST TYPE: 0/3Z- /riu"- PDGRADE: BEAM OR JOIST SIZE: , " Ifreici /1 4.1 f S = b x d2/6 1N3 = THEREFORE: (AABEATABLANKBLANK.DOC) MCAP. = =Z)3'o' 1N3 ( -748i4 7 Fb = MCAP. # MCAp = = CSV3 IN# GREATER THAN Mi)Es. = 40c7 IN # REQUIRED THEREFORE OKAY BEAM CALCULATIONS DATE: // A0A0'1' a PROJECT: CvWoc S MEMBER LOCATION: 27.9sFfr7.6-"`-' ' eE' ' ( ��- C SPAN= L= -57 5 FEET e ever► ;r/cam-r DL = 70 PSF LL = 467 PSF THEREFORE TL = 60 PSF w = TL x width contrib. area = Z 7d PLF MDES. (UNIF. LOAD) = W X L2/8 270 S- aye MDES. (POINT LOAD = ((L FT # FT # FT # IN # /i1 P)xXFT# FT # FT # IN # BEAM OR JOIST TYPE : /y/"«0 GRADE: #/,(Z.- *Fb = ,05-° PSI BEAM OR JOIST SIZE: S = b x d2/6 IN3 = = S, Y2 IN3 THEREFORE: (AABEAMMBLANKSLANK.DOC) MCAP. = S Fb = MCAP. IN # McAP. = ?7 X92 IN # GREATER THAN MDES. = /2,ZS-1 IN # REQUIRED THEREFORE OKAY FIRE DAMAGE REPAIR AND MINOR REMODEL Existing Residence' Located 'at: 4504 S. 137th Street Tukwila, WA 98168 PN: 734760-0125 Lucky Investments, LLC Attn: Lucky Van Hoang 6238 E. Mercer Way Mercer Island, WA 98040 206-229-3097 Current Building Code: IBC 2009 GENERAL NOTES: 1. Except for the block wall installation, all remodel and repair work will be interior. One minor exception is the front porch and stairway, which may.have portions replaced in kind where the materials have deteriorated. New wood will be pressure treated. 2. Work relating to electrical, plumbing and mechanical repairs/upgrades will be by separate permit and be performed per current codes, including full inspections. 3. All repairs for the fire -damaged rafters will be per the general repair drawing shown on this plan. It is recommended that the contractor doing the repairs consult with the Engineer prior to commencing work to clarify the areas requiring the work and the measures required for damaged rafters which are at the edge of the zone most damaged. In addition, several of the older rafters have been damaged over time by splitting. These will also require repair as recommended by the Engineer. 4. While the remodeling work proposed has limited Energy Code applicability, any new windows will meet the current code concerning materials and glazing requirements, including double glazing. 5. The fabricated spiral staircase will be per current IBC 2009. The minimum diameter is 5 feet, with a total drop of 7.22 feet, with 12 steps required. The resulting stair height is therefore 7.22 inches for each step. The staircase will use 3 steps per quarter. Railing requirements will be per current code with a minimum height of 36 inches and maximum gap in supports of 4 inches. . BLOCK WALL NOTES: It is recommended that the Engineer be consulted during the construction of the block wall to ensure: 1. Proper cuts and geometry to maintain design wall height and separation. 2. Proper lowering of grade immediately behind house to ensure final separation of soil and wood portions of house. 3. Proper and adequate surface drainage away from the house and around the house to minimize water impacts in the crawlspace. 4. Proper placement of rock base and filter fabric installation. HERMIT COORD PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-031 DATE: 01/28/12 PROJECT NAME: GUIRNALDA REMODEL SITE ADDRESS: 4504 S 137 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Ci uilding!vision 111 Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IX1 DUE DATE: 01/29/13 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route tgl Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/26/13 Approved ❑ Approved with Conditions 14, Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only, CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanPci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: P1 7 .1 I STATE OF WASHINGTON) ) ss. COUNTY OF KING ) goloo ci1a ( l , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 12., and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform const tion ork. s10. 8 Illll�b sok0111My j1 1/ • -.0I Ayes- OF W X17.4$1* wner/Owner's Agent* Signed and sworn to before me this 4_1dayof 4 , NO Y PUBLIC in and for the State of Washington Residing at , County Name as commissioned: Slot- &Ctoli /iiroCk My commission expires: 1D ^ Ac, - 0 15 ,2013. 18.27.090 Exemptions. The registration provisions of this 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed chapter do not apply to: by a registered contractor; 1.1. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 1.3. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; `ural+""�'���� WO 18. An entity who hovalid!elettrica b's. lecretractor's license under chapt019 B:RCW that a tliploy a certified journeyman electrician, x c` rti"fied'residentiallspecialty electrician, or an el)ctrical'trainee meetiigithe requirements of chapter 19.28 RCW to per' for$plumbing work that is incidenlakidirectlysvand im iediately appropriate to the like -in, kindtreplacemeritsola household appliance or other small hbLusthold'tutilization equipment that requires limited electr_ic'`dwerranddiinited waste and/or water connections. A"n`'elettriEal trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. BLOCK WALL NATES; ` It is recommended that the Engineer be consulted during the construction of the block well to ensure: 1. Proper cuts and geometry to maintain design wall height an separation. 2" Proper lowering of grade immediately behind house to ensure' final separation of soil and wood portions of house. 3:. Proper and adequate surface drainage away from the house and around the house to minifmtze water, impacts in the crawtspace: /RE ,D.x9/'7. , .t",D ''M 7 ,e Proper placement of rock base `and filter fabric instaltadon A - APE D,A/'19i 4EA A /JV 771/6. AREA - .E.4$ 7� / i /Z EPA? 4/ ...Dp-4,/ x.� 51/.0//1/4 lit//,ND1W A145 Kr l W41Ls m/ doele ."R'.4/i ///G /147 W/. ' /115/4 /.2fTt X.2°xZE lie r1/ EX45-7/ .L�xr 1e~'l�J 144441 S - E'" Cm'!.)' 7Yt / "det1 VEW _T.' X 5"4'./4.ER IrtW/Ni e.. N! YY'/- 7%i 4Z q CZ 4.0C1..,5") S) 1 Except for the block wall installation," all remodel and repair wor will be interior. One minor e*ception is the front porch and stairway, which may have portions replaced in kind where the materials have deteriorated. New wood will be pressuretreated: 2. Work relating to electrical,plumbing and mechianicel repairs/upgradeswill be by separate permit and be performed per current codes, including full inspections. 3.` All repairs f• r he hied rnaged refte wrl1 , the general, repiii�t ®." i'�.t kh' .. contractor r doing the repairs consult with the Erirxgmt►r priorhat to commencing work clarify the areas requiring the work andtthee' measures required f°0r damaged rafters which ere at the edge oaf, the as re zone most damaged.. In addition, , several of the older rafters have ' been damaged over time by splitting. These will also require repair commended by the Engineer 4. ` While the remodeling work proposed has limited Energy_ Code applicability, any new windowswill meet the current code concerning materials and glazing requirements, irlcluding double glazing. 5. The fabricated spiral staircase will be per currir nt:IBC 2009.' The minimum diameter is 5 feet, with a total drop of 7 22 feet, with 12 steps required. The resulting stair height is therefore. 7.22 inches for each step, The staircase will use' 3 steps per qurter. Railing requirements will be per current code .with a mintrnurh height of 36 inches and maximum gap in supports of 4 inches. / 6 EXPIRES: 4/241/., / Z ' /yam REVIEWED FOR CODE COMPLIANCE APPROVED /1 118/'AN s' :161/' ./A717P/Blz.' 2 WdifS--Z"X4`1' /44' W'7P7 .s"/L 4 F7rfl//,gL y City of Tukwi a BUILDING DjVI iON REVISIONS No changes shall be made to the scope cf Vrtark litho=, t prior approval of . <t 'kiln Br3incg` Don t til rvuilc Circ a nedivisit pla.n submittal add« Donal plan.. review fes'. )4",444 .P FD. ,ldek 1,144i Z4 wofee )5 - /Al 7"E / D eta y, . ,s- Al 7; 23'/45/c WAGS s'41/C;#2 Of/4e �.340'r /e15-‘76.' Pa.L , 7 2 1,416-115,:- ; A AVV.4" .AND 4.. ez eK'f ,J ,.5- er ire. iiso.ePN F10‘1. ATE PE i 'RED FoR. ►�cellarlical lectrical furnhing Pii 414 S 5/N7) 74 W//7..1. 4/N,tZ. /az Z. + 4 136.,2 2137040166.0 ;t20a01sp ; 1426°+ ;4244\ xalPtulpix0 ( 42749 2f9ts06olb(7 4262 ••42nd`. .4270 ,Aa�' #34435 26 3200040 t;�11 ..4'i21.1'..1.2"N�t73 r� i :6�r 1 � 134x'1• •' t_ Z 1 4 7 x t �� r =13* y 26,132011026 r 12441P 26132011 i'8 1.x$21 d7� 1 '3:9 S < 13483 i 2613200l'A , .'1349, 2:11392a°2°°188:11:3"56'117‘7' ie2 ° 7il7ftC?-.,:.•'..:..'.5.-2-.•18•••11:41):::!:2::.,°..;., h Y { ....� i .� T 251.32D01 613200170 .M, '< 2 1d 16 x9 > 43ss9.94;43 :4,20 4 41266 i v. ;261320017$,.,..'"..1,..• 32130030 ;3 344 ": 26332+00 83 i y��.. �.ny ,4 �.._Y 7 7 +)3 P. 0170080 13601, z p� �6.�� � ;. . a.y • 7 4A t 1 W! } t F 76000{16 732 131::'�i �q t �:. f.J347 115^ r 7.147660145 600 XF12,. 468 406 1,1,t) 600490 i ' ¢"' r . ' 477/C J /2E OA,c•7At A/\ E. r' r!ntiV( approval is subject to errors and omissions. C` .. ;traction documents does not auth :! e t, . : doh#ed code or ordinance. Re apt t1 4 Je .t f is l Copy„conditions is acknowledged: ttwod3�ex�cf ..!. 4:osg' I 31,4! 71 4.64.301t4 } s .' 45Q3049161. 679 s 162. 49399 4fa21< ;. i1523Q499 +t ZS230A9392� ' -' 7347 t ; fr iarii3Ot i xid, 13,042 - " 137 09 '317600140. d • • •• 13708 1 734174447:61240'"i 7341604235 :` 73.4760016.6 922" } 1272'2 1 3d-6 .625 62304.92 4. 1:71131r44 9731 . 187305/1323 71 7jdI6(101p1J 3 4'� 7,4 1423+549261 ! 1 523p490 •f; �? i4! 3f780i0t 1 149 City Of Tukwila. BUILDING DV1$iO. R ,t3�dy60033'�,x3A76o030b a ' 13732 T3476003Q11 $ } s 7s�rr6a03ss r 372t 13736 73,7600385 • • 2 920O0B0 7347800380 ?3rd r ,..� " 23476003i?0 f tiro 3 3229200066 r t „y77?y2000?7149 . } .734`100440 l s r 1 134714017480 ? ' '`.t."!9 RECEIVED V/C/NI CITY OF TUI'CWIL t%U'