Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D12-321 - COTTAGE CREEK CONDOMINIUMS - CARPORT DAMAGE REPAIR
COTTAGE CREEK CONDOS 15344 62 AV S D12 -321 City If 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.: 1770500000 Address: 15344 62 AV S TUKW Suite No: Project Name: COTTAGE CREEK CONDOS DEVELOPMENT PERMIT Permit Number: D12-321 Issue Date: 10/29/2012 Permit Expires On: 04/27/2013 Owner: Name: COTTAGE CREEK HOA Address: PO BOX 88344 , TUKWILA WA 98138 Contact Person: Name: STEPHEN TAPP Address: 2330 E MADISON ST , SEATTLE WA 98112 Contractor: Name: D & J CUSTOM METAL FAB INC Address: 11615 12 AV S , SEATTLE WA 98168 Contractor License No: DJCUSMF011MH Lender: Name: Address: Phone: 206 459 -5151 Phone: 206 242 -3238 Expiration Date: 04/30/2014 DESCRIPTION OF WORK: REPLACE DAMAGED CARPORT Value of Construction: $10,512.00 Fees Collected: $496.04 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 26 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12-321 Printed: 10 -29 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: / 1 ► �Y►i' �'I. Date: 1012a ll2 I hereby certify that I have read an ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli - • whether specified herein or not. The granting of this permit does not p = e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature; Print Name: W\\ 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: 1: ** *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 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. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. doc: IBC -7/10 D12 -321 Printed: 10 -29 -2012 8: When special inspection is required, ei a owner or the registered design professi responsible charge, shall employ a special inspection agency a otify the Building Official of the appointmen or to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: 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. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: 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 this requirement. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: 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. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 16: 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. doc: IBC -7/10 D12 -321 Printed: 10 -29 -2012 .11 CITY ®FTUIWI LA Comity Development Department Public Woritr Departilu yet Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http:/fwww.TukwilaWA.gov Building Permit No. ► — 2 Project No. Date Application Accepted: I' 04 1 V- Date Application Expires: O. t ` OS t 7j (For 4ice orb) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: L %j' \ \;_9 S King Co Assessor's Tax No.: 111 O S v —0000 Suite Number: Floor: Tenant Name: err �E,C t CAIJ m� New Tenant: ❑ Yes ❑ .. No 1 PROPERTY OWNER Name: 67.114,04 ' Name: naor rfro f , 4144414 K1 gaaY Address: Email: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: 67.114,04 ' 1�r Address: Z Q t e rimy �pI ow `ir City: t State: ILIA., Zip:1 11 Z Phone: 7_460,/ "441. 610 Fax Email: GENERAL CONTRACTOR INFORMATION Company Name: 7 1'4 Company Name: I �4` 1 �'"V Architect Name: 4T- 1,040 ' - r Q. r\ S Address: f- S34 EAST . tittmivt4 6f CityR State0 Z. 4 Phone: //4 6161 Fax Phone 490-3)3$ Fax attD. Contr Reg No. iGOS MKe>I 11/1 l--1 1 lai 13 Name: Tukwila Business License No.: ' f 4_ co c tIl. ,t' ii v 1') H: oo I.iacA2012 App&icJ Paine Appiialioo Reviled - 2-7 -llducx Revised February 2012 bb ARCHITECT OF RECORD Company Name: 7 1'4 , , , 4pai p E Architect Name: 4T- 1,040 i , Address: f- S34 EAST . tittmivt4 6f City: � State: 111A. ' ' �I Z Phone: //4 6161 Fax Email: p '2',30 / A, ENGINEER OF RECORD Name: Address: City: State: Zip: Company Name: ( t, ,, ,olr to Name: Address: City: State: Zip: Phone: Fax: Email: L ENDER /BOND ISSUED (required for projects $5,000 or greater per RCW 1927.095) Name: Address: City: State: Zip: Page 1of4 BUILDING PERMIT IBIFORMATIO 206-4313670 • Valuation of Project (contractor's bid price): $ t �M I) On Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Will there be new rack storage? ❑ ....Yes gNo If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Badow PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq S): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTE-C'IONIHAZARDOUS MATERIALS• ❑ Sprinklers ❑ Automatic Fire Alarm X None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes `j No If ss , attach list of amtTrials and storage locations aar a separate 8-1/1 "x 11 " paper including quantities card Material ry Dato SEPTIC SYSTEM yk On -site Septic System— For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department HAApplicatioist1Fas Oa U. 2012 ApplienioodPennis Application Ig,id - 2.7- 12.doee Ravin: Mauna 2012 Page 2of4 Existing Interior Ra nodal Addition to Existing Structure New Type of Coerce per IBC Type of Occupancy per IBC 1° Floor god Floor -. - 3"a Floor Floors thru Basement Accessory Structure' Attached Garage U 0 f Detached Gate - Attahed Carport 1 tO Did Carport t_ Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq S): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTE-C'IONIHAZARDOUS MATERIALS• ❑ Sprinklers ❑ Automatic Fire Alarm X None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes `j No If ss , attach list of amtTrials and storage locations aar a separate 8-1/1 "x 11 " paper including quantities card Material ry Dato SEPTIC SYSTEM yk On -site Septic System— For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department HAApplicatioist1Fas Oa U. 2012 ApplienioodPennis Application Ig,id - 2.7- 12.doee Ravin: Mauna 2012 Page 2of4 PUBLIC WORKS PERMIT I1NF RMATION — 206- 433-0179 Scope of Work (please provide detailed information): �j DivtiAitso eAtrpprr Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Tukwila ❑ ...Water District #125 .. Water Availability Provided ❑... Highline Tukwila ❑ ...valley View ❑ ... Renton Sewer Use Certificate ❑ ...Sewer Availability Provided ❑... Renton 0... Seattle On-site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department bntitted with Application ication (mark boxes which apply]: .. Civil Plans (Maximum Paper Size — 22" x34 ") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance ❑... Easement(s) . Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic-Water 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑.. Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut 0... Pavement Cut ❑..Looped Fire Line if ❑...Grease Interceptor ❑... Channelization ❑...Trench Excavation 0... Utility Undagramding ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size " WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension Public ❑ Private ❑ - FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billie¢ to: Name: Day Telephone: Mailing Address: Water Meter ReSmd/Billina: Name: Mailing Address: City State zip Day Telephone: City Stabs Zip ItlAppliPoa®.Apptacatf --- On Ilioe12012 ApptluuowWa®a Application Arvind - 2.7- 12.doac Embed: Febrtsay 2012 Ab Page 3 of 4 PERMIT APPLICATION NOTE b — Value of Cousiruedon — In all cases, a value of won amount should be entered by the applicant. This figure will be reviewed and is subjec to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation The Building Official may grant one or more extensions of time for additional periods not exeoeding 90 days each. The extension shall b requested in writing and justifiable cause demonstrated, Section 1053.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STA OF WAS;IINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO Signature: Print Name: Mailing Address: sVP7fleA4 TAft �o tivor tT49isaw APP m►Appliwtios On Lin d2012 Appaarioodpemit Application 'Wised - 2- 7- 12.doa Ravin FeEns y 2012 bb Dade: 1 Q/1/ 2 D a y T e l l : 1 . 0 0 4 1 i 1 41 61110C■ WA' page 4of4 • 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://wvvw.TukwilaWA.gov RECEIPT Parcel No.: 1770500000 Permit Number: D12-321 Address: 15344 62 AV S TUKW Status: PENDING Suite No: Applied Date: 10/05/2012 Applicant: COTTAGE CREEK CONDOS Issue Date: Receipt No.: R12 -02790 Initials: JEM User ID: 1165 Payment Amount: $496.04 Payment Date: 10/05/2012 02:34 PM Balance: $31.51 Payee: COTTAGE CREEK CONDOMINIUMS ASS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2625 496.04 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $496.04 285.49 206.05 4.50 doc: Receiot -06 Printed: 10 -05 -2012 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 �lJ s2 ( ‘1- Project: (107TA CY2E � Type of Inspection: I �0(._ Address: ( -3y u4 62 lu Sc) Date Called: Special Instructions: Date Wanted: 4 '7 - l ( ! 3 P.m. Requester: D ALig LOW s )(- Phone No: 20(a.r 71 3_ 3 q n Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Qe 1/"; A (IEy,vn T1 l4-4e %El kJtAL ct r: Date: INSPECTION FEE R QUIRED. Prior to ext inspection, fee must be p. id at 6300 Southcen er Blvd.. Suite 100. all to schedule reinspection. 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D'2 -32 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 0 OTT Noe MIFF v. Type of Inspection: FrNtt L - Address: 13Lj(„2AVS Date Called: Special Instructions: .O&570'+61 Date Wanted:. mm. Requester: IJAUF -W) Let l Phone No: 0.10(1-7/3 _ -3c ti 0_ ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: cp m i rJZf S S i d e'4 "1S C0_}1a-.J Date: �J+� ECTION FEE REQUI D. Prior to n t inspection, fee must be t 6300 Southcenter Blvd. Suite 100. all to schedule reinspection. 7 INSPECTION RECORD Retain a copy with permit INSPEC]T0N 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 Project: (b 744f F ff ec uCaS Type of Inspection: . L oo i /iv /a, iv%:P - B. 6-_,,-)0R ec'•�j . Address: /5 Nil c2 AvS Date Called: Special Instructions: Date Wanted: // //5/�2 m. .,,1 Requester: Phone No: 7/14-4h2 -z4 3z Approved per applicable codes. Corrections required prior to approval. 3 COMMENTS: /a, iv%:P - B. 6-_,,-)0R ec'•�j . ‘,..7,-/e-.- S1- i7"iq 4 ( r / /4/477 • • 1... Date: / / -i5- /Z INSPECTION FEE REUIRED. rior 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 b/2.- 32 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 : (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 007 74 <f OR Ff •te eoduat Type of Inspection: S X06 7 /W 6, Address: i5311111 62. tit/ S Date Called: Special Instructions: Date Wanted:. // // G /I rxi;. p.m. Requester: Phone No: 020 G -7 / . .- 3511 b ElApproved per applicable codes. ®.Corrections required prior to approval. At COMMENTS: :' prr,:4 I_1- AiSpiev -Iioa/ Re' f re- t% d ?di ..ewI,Sr tnsp o : Date: / /7 /G /,� I I 11`NSPECTION FEE REQUIED. Prior td next inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Stephen Tapp Architect / P.E. 2330 East Madison Street Seattle, Washington 98112 (206) 320-0534 Cell (206) 459 -5151 June 26, 2013 Bill Rambo Department of Community Development 6300 Southcenter BLVD, Suite #100 Tukwila, Washington 98188 Project: Cottage Creek Condos 15344 52 AV S Tukwila, Washington 98188 Building Permit Number: D12 -321 Final Review of Installation: 6/14/13 Bill, My office has reviewed the final installation of the replacement structure for the above mentioned damaged carport rebuild. The installation of new materials, connections, and workmanship is in conformance with my structural design intent and the parameters 2009 IBC and is therefore approved as installed. Sincerely, Stephen Tapp RECEIVED CITY OF TUKWILA JUL 1 0 2013 PERMIT CENTER Date: 11/14/2012 Plans Examiner: Address: Project: Contractor: Bob, Stephen Tapp Architect/P.E. 2330 E. Madison Street Seattle, Washington 98112 Office (206) 320 -0534 Cell (206) 459 -5151 ' archeng2330@gmail.com Bob Benedicto City of Tukwila Building Division Suite #100 6300 Southcenter Blvd Tukwila, Washington 98188 Carport Rebuild Cottage Creek Condos South 153rd Street Tukwila, Washington 98188 Dave Wilcox RECEIVED DEPARTMENT 1712-?�21 As we discussed this afternoon, the concrete strength can be 2500 psi. The batch must be delivered by truck, premixed at a certified plant with the proper certification confirming the strength of concrete. Dave Wilcox (general contractor) will pour sometime this coming Tuesday 11/20/12. If there any other questions please contact my office. Sincerely, hen Tap Stephen Tapp Architect/PE 2330 East Madison Street Seattle, Washington 98112 (206) 320-0534 FILE COPY /o,,..._.,Ao No. Engineering Calculations Steel Beam and Column Calculations Lateral Engineering Analysis for Seismic loading for D_ amaged Carport Replacement Cottage Creek Condominiums 6289 South 153"1 Street Tukwila, Washington 98188 r Project Number: T1211 Date: September 2012 Code: 2009 IBC 9/2720125:03 PM 1141 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 6 2012 City of Tukwila BUILDING DIVISION CITY O TWAtl' LA OCT 122012 PERMIT CENTER INCOMPLETE RECEIVED CITY OF TUKWILA OCT 0 5 2012 PERMIT CENTER DI2- 521 ` Loading Requirements ASCE 7-05 Codes 2009 IBC AISC /ASD Ninth Edition ACI 318-05 NDS 2005 SEAW Rapid Solutions Methodology for Wind Design Wind Design Wind Speed = 90 mph Wind Exposure = `B' Soil Loads (assumed) No soils report available Assumed Soil Density = 120 pcf Assumed Soil Bearing Pressure = 1500 psf Building Loads Snow Load (SN) = 25 psf Roof (DL) =15 psf, Earthquake Design Data 1) Occupancy Category = I Occupancy Importance Factor Ie =1 Seismic Use Group = I ASCE 7 -05 Table 1- ASCE 7-05 Table 11.5 -1 2) Mapped Spectral Response Accelerations ASCE 7 -05 Fig 22 -1, 22- 2 Latitude = 47.47 deg North Longitude = - 122.26 deg West Location = Tukwila, Washington, 98188 Maximum Ground Motions, 5% Damping, from USGS Maps Ss = 1.342 g, 0.2 sec response S1 = .462 g, 1.0 sec response 3) Site Classification Assumed D ASCE 7-05 Table 20-3.1 4) Site Coefficients F8 = 1.00 F, = 1.54 ASCE Table 7 -0511 -4.1. Table 11-4.2 5) Maximum Considered Earthquake Acceleration ASCE 7-0511.4.3 SMS = Fa * S, =1.34 SMI =Fv *S1= .711 6) Design Spectral Acceleration ASCE 7 -0511.4.4 SDS = SMS * 2/3 = .894 SDI = SM! * 2/3 = .474 7) Seismic Design Category ASCE 7 -05 Tablell -6.1, D Table 11-6.2 8) Basic Seismic Force Resisting System Force Resisting System Ordinary steel moment frames Response Modification Factor (R) =3.5 System Over Strength Factor `Wo" = 3.00 Deflection Amplification factor `Cd" = 3.00 9) Analysis Procedure The Equivalent Lateral Force Procedure 10) Building Period Structure Type for Building Period Calculation All Other Structural Systems ASCE 7 -05 Table 12 -2.1 ASCE 7 -0512.6 ASCE 7 -0512.8 ASCE 7- 0512.8.2 "Ct" value = .028 ASCE 7 -05 Table 12.8 -2 "x" value = .80 `ho' = 7.5' "Ta" = Ct *(hn ^x) Approx. Fundamental Period ASCE 7-05 Eq. 12.8 -7 .133 "Cu" = 1.4 ASCE 7 -05 Table 12.8 -1 Per ASCE 7 -0512.8.2 True Fundamental Period < (1.4) *(.224) = .313 11) "Cs" Response Coefficient SDS = .894 SDI = .474 S1 =.462g = 3.5 ASCE 7 -0512.8.1.1 "I" =1.00 'TV =6 ASCE 7-05 Figure 22 -15 (Eq. 12.8.2) Cs = SDs/(R/1) = .255 Preliminary Cs (Eq. 12.8-3) C9 = SDi/Ta(R/1) = .99 Need Not Exceed (Eq. 12.8-5) Cs = .04 Shall no be less than (Eq. 12.8-6) C9 = .5 Sl/(R/1) = .066 Shall not be less than Therefore q = .26 12) Building Weight "W" = 26.6 K 13) Base Shear V =Cs *W (.26) * 26.6 = 6.92 K 14) Vertical Distribution of Seismic Forces See Spread Sheet ASCE 7- 0512.8 -1 Carport Replacement Cottage Creek Condominiums South 153rd Street Tukwila, Washington 98188 Title : Dsgnr: Description : Scope : Job # Date: 4:33PM, 27 SEP 12 Rev: 580018 sake ASCE 7 -02 Earthquake Load Calculations Leer. o- 77e3, ver s.e.o, , oe2o«i (c)1983 -2003 ENERCALC Engineering Software Page 1 I cottage creek conctoeecw.Calculations Description Lateral forces Occupancy Category ASCE 7 -02 Table 1 -1, 2003 IBC Table 1604.5 "I" : Buildings and other structures that represent a low hazard to human life in the event of failu Occupancy Importance Factor = 1.00 Seismic Use Group Ground Motion Latitude = Longitude = Location : = I 47.443 deg North 122.270 deg West SEATTLE, KING County, WA 98188 Max. Ground Motions, 5% Damping, from USGS 1996 maps Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv (using straight -line interpolation from table values) Fa Fv ss S1 ASCE 7 -02 9.1.4 ASCE 7 -02 Table 9.1.3 ASCE 7 -02 9.4.1.1, 2003 IBC 1615.1 = 1.342 g, 0.2 sec response = 0.462 g, 1.0 sec response ASCE 7 -02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 = D 1.00 1.54 ASCE 7 -02 9.4.1.2.4, 2003 IBC 1615.1.2 Maximum Considered Eartquake Acceleration ASCE 7 -02 Equation 9.4.1.2.4 -1 & 2, 2003 IBC Equations 16-38 & 16 -39 SMS =Fa *Ss SM1 =Fv *S1 Design Spectral Acceleration Seismic Design Category S DS = S MS* 2/3 = 1.342 0.711 SD1= SM1 *2/3 = Basic Seismic Force Resisting System Moment Resisting Frame Systems Ordinary steel moment frames Response Modification Coefficient " R " = System Overstrength Factor " Wo " _ Deflection Amplification Factor " Cd " 3.50 3.00 3.00 ASCE 7 -02 9.4.1.2.5, 2 -3 IBC 1615.1.3 0.894 0.474 D ASCE 7 -02 9.4.2.1, 2003 IBC 1616.3 (SDS is most severe ) ASCE 7 -02 Table 9.5.2.2, 2003 IBC Table1617.6.2 NOTE! See ASCE 7 -02 for all applicable footnotes. Building height Limits : Category "A & B" Limit: No Limit Category "C" Limit: Category "D" Limit: Category "E" Limit: Category "F" Limit: No Limit Not PermittedP -hi Not PermittedP -hi Not PermittedP -hi Carport Replacement Cottage Creek Condominiums South 153rd Street Tukwila, Washington 98188 Title : Dsgnr: Description : Scope: Job # Date: 4:33PM, 27 SEP 12 Rae: KW-06 ASCE 7 -02 Earthquake Load Calculations Rev: KW 0607783, Ver 5.8.0, 1-Dec-2003 (c)1983.2003 ENERCALC Engineering Software Page 2 cottage creek condos.ecw..Catculations Description Lateral forces Average Floor Area per Level = User defined Shear Carrying % Ratio = Equivalent Lateral Force Procedure 702 ft2 1.000 Reliability Factor " p " = 1.245 ASCE 7 -02 9.5.2.5, 2003 IBC 1617.4 The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE7 -02 9.5.5 Determine Building Period Use ASCE 9.5.5.3.2 -1 Structure Type for Building Period Calculation : STEEL 100% Moment Resisting Frame " Ct " value = 0.028 " hn " : Height from base to highest level = x " value = 0.80 " Ta " Approximate fundamental period using Eq. 9.5.5.3.2 -1 : Ta = Ct' (hn A x) = 0.133 " Cu " factor from Table 9.5.5.3.1 = 1.40 Per ASCE 9.5.5.3.1 the true fundamental Building Period shall not exceed = 0.186 sec Building Period " Ta " Calculated from Approximate Method selected 0.133 sec " Cs " Response Coefficient SDS: Short Period Design Spectral Response per 9.4.1.2 = 0.894 " R " : Response Modification Factor from 9.5.2.2 = 3.50 " I " : Occupancy Importance Factor from 9.1.4 = 1.00 From Eq. 9.5.5.2.1 -1 : Preliminary Cs = From Eq. 9.5.5.2.1 -2 Cs need not exceed = From Eq. 9.5.5.2.1 -3 & 4 Cs shall not be Tess than = 9.5.5.2.1: Seismic Response Coefficient Seismic Base Shear Cs = 0.2555 from 9.5.5.2.1 Vertical Distribution of Seismic Forces " k " : hx exponent based on Ta = 1.00 Table of building Weights by Floor Level... 0.26 0.00 0.04 = 0.26 W( see Sum Wi below ) = Seismic Base Shear V = Cs * W = 7.00 ASCE 7 -02 9.5.5.2.1 ASCE 7 -02 9.5.5.2 26.60 k 6.80 k ASCE 7 -02 9.5.5.4 Level # Wi : Weight Hi : Height Wi Hi"k Cvx Fx=Cvx' V Sum Story Shear Sum Story Moment 1 26.60 7.50 199.50 1.00 6.80 6.80 0.00 Sum Wi = 26.60 k Total Base Shear = 6.80 k Sum (Wi • Hi" k) = 199.5 k -ft Base Moment = 51.0 k -ft Diaphragm Forces : Seismic Design Category " D ". " E " & " F " ASCE 7 -02 9.5.2.6.4.4 Level # Wi Fi Sum Fi Sum Wi Fpx 1 26.60 6.80 6.80 26.60 6.80 Carport Replacement Cottage Creek Condominiums South 153rd Street Tukwila, Washington 98188 Title : Dsgnr. Description : Scope: Job # Date: 4:33PM, 27 SEP 12 Use KW-06 ASCE 7 -02 Earthquake Load Calculations User: 580016 ie3, ver s.a.o, 1-Dec-2003 (e)1983 -2003 ENERCALC Engineering Software Page 3 I cottage creek co dos.ewr.Cakulations Description Lateral forces Wpx Fi Sum Fi MIN Req'd Force @ Level .. . MAX Req'd Force @ Level .. Fpx : Design Force @ Level . Combination of Load Effects Load Description Weight at level of diaphragm and other structure elements attached to it. Design Lateral Force applied at the level. Sum of "Lat. Force" of current level plus all levels above 0.20•S DS* I•Wpx 0.40•SDs •I•Wpx Wpx • SUM(x - >n) Fi / SUM(x - >n) wi, x = Current level, n = Top Level ASCE 7 -02 9.5.2.7, 2003 IBC 1617.1.1 H & V Load Effect D Qe Dead Load Seismic Load 0.000 0.000 E =p•Qe +0.20•SDS•D 0.000 0.000 E =p•Qe +0.20•SDS *D 0.000 0.000 t =p - Ue +u.tu - sus - u 0.000 0.000 E =p•Qe +0.20•SDS•D 0.000 0.000 E =p•Qe +0.20•SDS'D 0.000 0.000 E=p*Qe +0.20•SDS•D 0.000 0.000 E =p *Qe + 0.20 • SDS * D 0.000 0.000 E = p • Qe +0.20• SOS •D 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 • C 9 4-4‘-s) • f r"-°°,. . STEPHEN TAPP ARCHITECT /P.E. 2330 East Madison Street SEATTLE, WA 98112 (206) 320 -0534 �oB CO f'A� SHEET NO I I 9 OF CALCULATED BY DATE CHECKED BY DATE SCALE 64c-Ac. i23eAtIk7 -140 log je KLf icLf- Carport Replacement Cottage Creek Condominiums South 153rd Street Tukwila, Washington 98188 Title : Dsgnr. Description : Scope: Job # Date: 1:47PM, 29 SEP 12 Rev. 580007 User. KW-0607783, Ver 5.8.0, 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Multi -Span Steel Beam Page 1 cottage creek condos.ear.Calcutations Description RB -100 General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy - Yield Stress 50.00 ksi Load Duration Factor Spans Considered Continuous Over Supports 1.15 Span Information Description Span Steel Section End Fixity Unbraced Length ft ft span 1 span 2 span 3 9.00 18.00 9.00 1K59X3X3/16 H559X3X3/16 HSS9X3X3/16 Free -Pin Pin -Pin Pin -Free 9.00 18.00 9.00 Loads II Live Load Used This Span ? Yes Yes Yes Dead Load k/ft 0.050 0.050 0.050 Live Load k/ft 0.250 0.250 0.250 Results Mmax @ Cntr k -ft 0.00 0.00 0.00 @ X = ft 0.00 9.00 0.00 Max @ Left End k -ft 0.00 -12.15 -12.15 Max @ Right End k -ft -12.15 -12.15 0.00 lb : Actual psi 17,449.5 17,449.5 17,449.5 Fb : Allowable psi 34,500.0 34,500.0 34,500.0 Bending OK Bending OK Bending OK fv : Actual psi 862.1 862.1 862.1 Fy : Allowable psi 20,000.0 20,000.0 20,000.0 Reactions & Deflections Shear @ Left k Shear @ Right k Reactions... DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @X= ft Span/Deflection Ratio 0.00 2.70 2.70 2.70 2.70 0.00 0.00 0.90 0.90 0.00 4.50 4.50 0.00 5.40 5.40 0.90 0.90 0.00 4.50 4.50 0.00 5.40 5.40 0.00 -0.910 0.130 -0.910 0.00 9.00 9.00 237.4 1,661.4 237.4 Query Values Location ft Shear k Moment k -ft Max. Deflection in 0.00 0.00 0.00 -0.9098 0.00 2.70 -12.15 0.0000 0.00 2.70 -12.15 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 Carport Replacement Cottage Creek Condominiums South 153rd Street Tukwila, Washington 98188 Title : Dsgnr: Description : Scope : Job Date: 2:42PM, 29 SEP 12 Rev: 580007 User KW-0607783, Ver 56.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Multi -Span Steel Beam Page 1 cottage creek condos.ecw:CalaAstions Description Steel Roofing General Information Code Ref. AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 50001 Fy - Yield Stress 50.00 ksi Load Duration Factor Spans Considered Continuous Over Supports Span Information 1.00 Description Span ft Steel Section End Fixity Unbraced Length ft span 1 span 2 span 3 4.00 12.00 4.00 TS2X2X3/16 TS2X2X3/16 TS2X2X3 /16 Free -Pin Pin -Pin Pin -Free 4.00 12.00 4.00 1 Loads Live Load Used This Span ? Dead Load k/ft Live Load k/ft Yes Yes Yes 0.010 0.010 0.010 0.025 0.025 0.025 1 Results Mmax @ Cntr k-ft 0.00 0.35 0.00 @ X = ft 0.00 6.00 4.00 Max @ Left End k -ft 0.00 -0.28 -0.28 Max @ Right End k -ft -0.28 -0.28 0.00 tb : Actual psi 5,029.9 6,287.4 5,029.9 Fb : Allowable psi 30,000.0 33,000.0 30,000.0 Bending OK Bending OK Bending OK fv : Actual psi 186.7 280.0 186.7 Fv : Allowable psi 20,000.0 . 20,000.0 20,000.0 Reactions & Deflections 1 Shear @ Left k Shear @ Right k Reactions... DL @Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @X= ft Span/Deflection Ratio 0.00 0.21 0.14 0.14 0.21 0.00 0.00 0.10 0.10 0.00 0.25 0.25 0.00 0.35 0.35 0.10 0.10 0.00 0.25 0.25 0.00 0.35 0.35 0.00 0.200 -0.393 0.200 0.00 6.00 4.00 480.4 366.1 480.4 Query Values Location ft Shear k Moment k -ft Max. Deflection in 0.00 0.00 0.00 0.1998 0.00 0.21 -0.28 0.0000 0.00 0.14 -0.28 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 STEPHEN TAPP ARCHITECT /P.E. 2330 East Madison Street SEATTLE, WA 98112 (206) 320 -0534 JOB Go Tifr_vf I2/. OF SHEET NO CALCULATED BY CHECKED BY DATE SCALE '1 DATE t�T rek_uv,, �.- 6s7)62.) 6 s2 v— LI N fri72- (1-2-44,) ti F$ -Neu-r ' .(12f32 P4NEl. /'. F 1.11 V 4.912. L- (2 :0(1 , ‘oro 02-A-4)= .1-6k L-• z + /N.= 2_�- 62z- II•1 uytE. \/ off- pLH 21- /1\1*-2-k >blA D PRODUCT 207 0 t1 Type Profile (dimensions in inches) Gage Section Properties per ft (m) of width Galt' Painted I + S - S psf psf in.4 in.3 in.3 N /m2 N /m2 mm4 mm3 mm' 1.9 1.8 0.175 0.187 0.198 91.0 86.2 238,978 10.054 10.645 20 2.3 2.2 0.216 0.235 0.248 110.1 105.3 _ 294,967 12,634 13.333 2.9 2.8 0.302 0.322 0.335 138.9 134.1 412,408 17.312 18.011 3.5 3.4 0.377 0.411 0.417 167.6 162.8 514,827 22.097 22.419 PLB TM -36/HSB®-36 22 16 PLN TM - 24/N -24 3" Tj r 5'/e' . f=5' r el 1e 8" -i a 22 2.2 2.1 0.655 0.394 0.454 105.3 100.5 894,460 20 2.6 2.5 0.837 18 16 15/+6• 1'� l� 4'h" 36' 26 24 22 20 124.5 _119.7 1,142, 997 3.5 3.4 1.223 167.6 162.8 4.2 4.1 201.1 196.3 1.1 52.7 1.4 67.0 1.7 81.4 2.1 100.5 1,670,114 1.647 2,249,123 0.073 99,688 0.098 133,828 0.123 167, 967 0.143 195,279 21,183 24.408 0.508 0.562 27,312 30.215 0.731 0.776 39,301 41.720 0.950 1.005 51,075 54.032 0.099 0.103 5,323 5.538 0.138 0.140 7,419 7.527 0.175 0.174 9.409 9.355 0.207 0.206 11,129 11.075 1. Section properties have been computed in accordance with the "Specification for the Design of Cold- Formed Steel Structural Members" published by AISI. The section properties are based on the following steel strengths: Profile PLB TM- 36/HSB ® -36 PLN TM- 24/N -24 Deep VERCORTM Minimum Yield Strength (Ft') 38 ksi (262,000 kPa) 33 ksi (227,527 kPa) 80 ksi (551,581 kPa) Bending Strength (Fp) 22.8 ksi (157, 200 kPa) 20.0 ksi (137, 895 kPa) 36.0 ksi (248,211 kPa) 2. Section properties and values shown apply to all available widths. 3. Material thickness is subject to AISI tolerances. See ICBO ES Report ER -2078P for decimal thickness of material. 4. Weights shown are approximations for design purposes. 5. All dimensions are nominal and are subject to manufacturing tolerances. Metric Conversions in. mm in. mm in. mm in. mm in. mm 1 25 13/4 44 2% 67 4%2 114 8 203 15A6 33 t 1% 48 3 76 53/e 137 24 610 1%2 38 r 2%2 64 3%2 89 6 152 36 914 1 Carport Replacement Cottage Creek Condominiums South 153rd Street Tukwila, Washington 98188 Title : Dsgnr: Description : Scope: Job # Date: 2:23PM, 29 SEP 12 Rev: 580009 User. KW-0607783, Ver 5.8.0, 1- Dec-2003 (0)1983 -2003 ENERCALC Engineering Software Description C -100 Steel Column General Information Steel Section HSS3X3X114 Column Height 7.600 ft End Fixity Pin -Pin Live & Short Term Loads Combined Loads Axial Load... Dead Load 1.80 k Live Load 4.50 k Short Tenn Load k Point lateral Loads... DL LL Along Y -Y (strong axis moments) Along X -X (y moments ) Code Ref AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 45.00 ksi Duration Factor 1.330 Elastic Modulus 29,000.00 ksi X-X Unbraced 7.500 ft Y -Y Unbraced 7.500 ft Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments Summary X -X Sidesway : Y -Y Sidesway : Kxx Kyy ST 1.700 k k 0.000 in 0.000 in Restrained Restrained He" t 7.500 ft ft 1.000 1.000 Section : HSS3X3X1 /4, Height = 7.60ft, Axial Loads: Unbraced Lengths: X -X = 7.50ft, Y -Y = 7.50ft Combined Stress Ratios Dead MSC Formula H1 -1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.0417 DL = 1.80, LL = 4.50, ST = 0.00k, Live DL + 0.1043 0.1460 Column Design OK Ecc. = 0.000in DL + ST + (LL if Chosen) 0.1376 XX Axis : Fa calc'd per E. E2 -1, K`Llr < Cc YY Axis : Fa calc'd per Eq. E2 -1, Mir < Cc Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual Dead 17.69 ksi 0.74 ksi LNe 17.69 ksl 1.84 ksi 27.00 ksi 27.00 ksi 0.00 ksi 0.00 ksi 27.00 ksi 0.00 ksi 27.00 ksi 0.00 ksi DL + IL 17.69 ksi 2.58 ksi 27.00 ksi 0.00 ksi 27.00 ksi 0.00 ksi Analysis Values DL + Short 23.53 ksi 2.58 ksi 35.91 ksi 1.00 ksi 35.91 ksi 0.00 ksi 1 F'ex : DL +LL Fey : DL +LL Fex:DL +LL +ST Fey: DL +LL +ST Max X -X Axis Deflection 22,818 psi 22,818 psi 30,348 psi 30,348 psi -0.012 in at Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL+ST 1.00 Cm:y DL +LL +ST 0.60 4.408 ft Max Y -Y Axis Deflection Cb:x DL +LL Cb:y DL+LL Cb:x DL +LL +ST Cb:y DL +LL +ST 0.000 in at 1.00 1.00 1.00 1.00 0.000 ft 1 Carport Replacement Cottage Creek Condominiums South 153rd Street Tukwila, Washington 98188 Title : Dsgnr. Description : Scope : Job # Date: 2:23PM, 29 SEP 12 Rev: 580009 User. KW- 0807783, Vet' 5.8.0, 1 -0eo-2003 (c)1983 -2003 ENERCALC Engineering Software Steel Column Page 2 cottage creek condoa.ecvr.Calcuiations Description C -100 Section Properties HSS3X3X1 /4 Depth Web Thick Width Flange Thick Area Rt 3.000 in 0.233 in 3.000 in 0.233 in 2.44 in2 0.000 in Weight hoc I yy Svc Syy Rmc Ryy Section Type = HSS- Square 8.29 #/ft 3.020 in4 3.020 in4 2.010 in3 2.010 in3 1.110 in 1.110 in Values for LRFD Design.... J Cw Zx Zy 5.080 in4 3.52 in6 2.480 in3 2.480 in3 0.000 Axial DL = 1.80k Axial LL = 4.50k Axial ST = O.00k X 7.60 ft Y Y 0 X -X Axis Point Load: DL =0.0, LL =0.0, ST =1.7 k @ 7.50ft Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 180512, 2003 NFPA 5000 36.4.3 Carport Replacement Cottage Creek Condominiums South 153rd Street Tukwila, Washington 98188 Title : Dsgnr. Description : Scope: Job # Date: 2:19PM, 29 SEP 12 Rev: 580002 User: KW-0607783, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Pole Embedment in Soil Description rectaigular pole with Point & Uniform Loads Page 1 cottage creek condos.ecw:Calculations General Information Allow Passive Max Passive Load duration factor Pole is Circular Diameter Restrained © Surface LSummary Moments Surface... Point Toad Distributed Toad 300.00 pcf 1,500.00 psf 1.330 18.000 in Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom 1,700.00 Ibs 7.500 ft 0.00 Nit 0.000 ft 0.000 ft With Surface Restraint... Req'd Depth Pressure © Base... Actual Allowable Surface Restraint Force 12,750.00 ft-# 0.00 4.500 ft 1,791.64 psf 1,791.64 psf 5,880.28 Ibs Total Moment Total Lateral 12,750.00 ft-# 1,700.00 Ibs STEPHEN TAPP ARCHITECT /P.E. 2330 East Madison Street SEATTLE, WA 98112 (206) 320 -0534 JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF 1/2-/12-• DATE DATE r'oL. t. ir1 D Me N•C 1 hl- LJ 1 hh XhY .oH T �� j, Carport Replacement Cottage Creek Condominiums South 153rd Street Tukwila, Washington 98188 Title : Dsgnr: Description : Scope : Job # Date: 2:56PM, 29 SEP 12 Rev: 580002 User KW-0807783, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Pole Embedment in Soil Description rectalgular pole with point & uniform Toads Page 1 cottage creek condos.ecr..CaIcuIations General Information Code Ref. 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 Allow Passive Max Passive Load duration factor Pole is Circular Diameter Restrained @ Surface Summary Moments @ Surface... Point Toad Distributed load 350.00 pcf 1,500.00 psf 1.330 20.000 in Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom 1,650.00 Ibs 7.500 ft 0.00 #/ft 0.000 ft 0.000 ft 12,375.00 ft-# 0.00 With Surface Restraint.. Req'd Depth 4.125 ft Pressure @ Base... Actual 1,898.05 psf Allowable 1,898.05 psf Surface Restraint Force 5,974.85 lbs Total Moment Total Lateral 12,375.00 ft-# 1,650.00 lbs 07 -01 -2013 STEPHEN TAPP 2330 E MADISON ST SEATTLE WA 98112 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack: Pace, Director RE: Permit No. D12 -321 COTTAGE CREEK CONDOS 15344 62 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/04/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 08/04/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, --brn Bill Rambo Permit Technician File: Permit File No. D 12 -321 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206- 431 -3670 • Fax 206 - 431 -3665 • city of Tukwila Jim Haggerton, Mayor October 9, 2012 Department of Community Development Jack Pace, Director Stephen Tapp Stephen Tapp Architect/PE 2330 E Madison St Seattle, WA 98112 RE: Incomplete Letter #1 Development Permit Application D12 -321 Cottage Creek Condos —15344 52 Av S Dear Mr. Tapp, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 5, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D12 -321 W:\Permit Center \Incomplete Letters\2012 \012 -321 Incomplete Ltr # 1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: October 9, 2012 Project Name: Cottage Creek Condos Permit #: D12 -321 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide notes on the plans to show welding shalt be completed by a Washington State WABO certified welder. Include quality control special inspection requirements for bolting and welding. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ERMIT COORD COP" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -321 DATE: 10/12/12_ PROJECT NAME: ' COTTAGE CREEK CONDOS SITE ADDRESS: 15344. 42 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1__ Revision # after Permit Issued DEPARTMENTS: 60, / Bull mg Division ►I Public Works Fire Prevention Structural IbvtA NIA ro.R �VL- ❑ Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 10/16/12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route N' Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/13/12 Approved I I Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only :. CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .PERMJr COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -321 DATE: 10/05/12 PROJECT NAME: COTTAGE CREEK CONDOS SITE ADDRESS: 15344 62 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPART ENT : i din ivihsio ALS NSA Public W s \o-cf-u, ,VA /0//1-- R Fire Prevei fition Structural Planning Division Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete DUE DATE: 10/09/12 Not Applicable ❑ Comments: Permit. amp?, Use Onfy • .: • . . (1 INCOMPLETE LETTER MAILED: 1— 1_/` Departments determined incomplete: Bldg LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: vt< TUES/THURS ROUTING: Please Route Structural Review Required n REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/06/12 Approved n Approved with Conditions n Not Approved (attach comments) I I Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only : ` CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ... Met`, .. Al triamd. 145 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.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 0 i/S-1 Z Plan ChecWPermit Number: D12-321 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ^RECEIVED ❑ Revision requested by a City Building Inspector or Plans Examiner OCT 1220121 j Cottage Creek Condos `'tkM1 T CENTER Pro Project Name: Project Address: 15344 52 Av S ,/ Contact Person: ( .p 1.1 i '2069--- p Phone Number: - �2- 4-f 9 Cj ( Summary of Revision: I'l> bFE,-) P f LAOS C■ Ti rind tAill SID 0c2_ A/4 y i;.F--c--yidDlk) 57112■ki.c---71.14k141. Grikti-ffiat( d.e• READ Sheet Number(s): ) 5-2 ���• �- —�S "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kr- Entered in Permits Plus on tQ \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name D & J CUSTOM METAL FAB INC UBI No. 601944022 Phone 2062423238 Status Active Address 11615 12Th Ave S License No. DJCUSMF011MH Suite /Apt. License Type Construction Contractor City Seattle Effective Date 7/8/1999 State WA Expiration Date 4/30/2014 Zip 98168 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DJCUSMF055DG D & J CUSTOM METAL FABRICATION Construction Contractor General Unused 3/7/1995 3/3/2000 Archived Business Owner Information Name Role Effective Date Expiration Date WILCOX, DAVID J Cancel Date 01/01/1980 Bond Amount WILCOX, JUDY L 3 01/01/1980 9805210 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 Lexon Ins Co 9805210 05/01/2011 Until Cancelled $12,000.00 03/31/2011 2 COLONIAL AM CAS & SURETY OF MD LPM4037832 03/01/2002 Until Cancelled 05/01/2011 $12,000.00 02/08/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 15 Charter Oak Fire Ins Co 6803021M726 04/29/2011 04/29/2013 $1,000,000.00 04 /25/2012 14 CHARTER OAK FIRE INS CO 16803021M726 04 /29/2010 04/29/2011 $1,000,000.00 05/03/2010 13 CHARTER OAK FIRE INS CO 16803021M 726 04/29/2009 04 /29/2010 $1,000,000.00 04 /27/2009 12 CHARTER OAK FIRE INS CO 16803021M726 04 /29/2008 04/29/2009 $1,000,000.0004 /30/2008 11 NORTHFIELD INS CO CP540835 04/29/2007 04/29/2008 $1,000,000.0005 /03/2007 10 NORTHFIELD INS CO NF04292007 04/29/2007 04/29/2008 $1,000,000.00 04 /27/2007 9 ST PAUL SURPLUS LINES INS CO SF05535004 04/29/2006 04/29/2007 $1,000,000.0004 /28/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 10/29/2012 1Datiifi I1 .!I !l U`e "fleUTS ASC1 715 Codes 2009 1 RC AISC!'ASI) Ninth Edition AC 1 318-05 N DS 2005 SEAW Rapid Solutions Methodolo v for Wind Design Wind Speed = 90 mph Wind Exposure = ., Soil Loads (assumed) No soils report available Active Equivalent fluid pressure = 35 pst'( Liar estra ine Passive pressure = 300 psf Assumed Soil density = 1.15 pcf Assumed: soil Bearing Pressure = 2(K10 psf Building Loads Snow Load = 25 psf Roof (DL) = 15 psf, (IL) =25 psf Exterior Wall (:1)L) - 1.5 psf Concrete/Foundation Notes > Foundation design is in accordance with chapter 19 of the 2009 IBC. All work shall be performed in accordance with all current building and safety codes. > Concrete strengths shall be verified by standard 28 -day cylinder tests, unless approved otherwise. > Anchor bolts to be 5/8 "diameter with 10" embedment @ 48" o.c. (see shear wall schedule for anchor bolt size and spacing at other than P1 -6" shearwalls). All anchor bolts to be ASTM A -307. > Assumed soil bearing pressure = 20oopsf. > Backfill behind unbraced retaining walls prior to attaching floor diaphragm. > Exterior footings to be entrenched a minimum of 18" below existing grade and bear on firm undisturbed soil. > All reinforcing bars to be Grade 40 deformed bars. The tie wire is to be 16 Ga. double annealed wire. Lap all reinforcing 36 diameters. At corners of walls extend horizontal bars 2" from outside face of wall and lap with elbow bars of 30 diameters at the same size and spacing. Provide 2-45 bars around all wall openings. Provide footing dowels to match vertical reinforcing. Concrete cover 3" 2" 1 1/2" 1" concrete poured against earth formed concrete with earth backfill outside face of walls exposed to weather, slabs on a moisture barrier walls, outside face > Provide 4 "diameter perforated PVC drain in granular fill at the base of all new exterior footings (existing and new). Concrete mix Mix design shall be in conformance with ACI - 318 -99. Submit mix designs to engineer of record 2 weeks prior to placement indicating where each concrete mix is used and the maximum aggregate size. type f c max.water /cem.ratio min. non -air ent. air ent sks /cu.yd. ftgs 3000 .65 .42 6 found.walls slab on grade 3000 .65 .50 5 V: > Water reducing mixtures may be incorporated into the mix designs in accordance with ASTM C 494 and manufacturer's recommendations. >Water /Cement ratio shall be measured by weight and shall be based on the total cementious material. Water /Cement ration hall be determined by the supplier based on the strength equirements and shall no exceed the maximum water /cement do shown above. Area /Site Plan NTS Roof Plan at Carport NTS General Conditions > Contractor will call for inspection prior to placing any footing and foundation wall concrete. > Provide rigid insulation around the perimeter of all slabs within heated spaces. > Permanent cut and fill slopes should not exceed 2:1 (H:V). > All reinforcing shall be detailed in accordance with ACI detailers manual. > All excavations shall be adequately barricaded and marked. All work area and surfaces shall be cleaned upon completion of the project. All debris and waste materials shall be removed off the site to an approved disposal area by the contractor. -Use air - entrained (3 % -6 %) in all flat work exposed to weather: Master flow 928 or equal. > Provide minimum of 1/2" air space between non - pressure treated wood and concrete, or provide waterproofing membrane between concrete and non - pressure treated wood. > Top of concrete to be field verified by contractor. > Contractor to field verify existing grade cut and soil conditions with before proceeding with concrete retaining wall forming and reinforcing steel placement. > Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. >In the case of discrepancies between the drawings and the anticipated field conditions the contractor shall notify the architect before proceeding with construction. >DO NOT SCALE the architects or engineer's drawings - noted dimensions take precedence over scaled dimensions. Structural SteelfWelding >Steel design, fabrication and erection shall conform to the requirements of chapter 22 of the 2009 IBC. Substitution of member sizes or steel grade will not be allowed without prior approval of the engineer of record. > The contractor shall be responsible for all erection aids and joint preparations that include but are not limited to erection angles, lift holes and other aids, welding procedures required root openings, root face dimensions, groove angles, backing bars, scopes, surface roughness values and unequal parts. > Expansion bolts shall be ICBO approved and installed per the manufacturer's recommendations. > Lnless otherwise specified on drawings or details, size and embedment depths shall be approved by the engineer of record. Materials structural steel connection material, embedded items, channels, angles, base plates structural tubes structural bolts wood connection bolts anchor bolts threaded rods welding electrodes -ATM .A 99.2 rade5O -ASTM' 36 -ASTM A 500, grade B -ASTM A 325 -N -ASTM A 307 -ASTM A 307 -ASTM A 36 - 70ksi, Low Hydrogen >Beam camber noted on drawings is the upward camber required in the beam as delivered to the job site. The Contractor shall consider camber loss due to shipping and handling. > Structural steel and connections exposed to weather shall be hot dipped galvanized after fabrication in compliance with ASTM A 123. All field welds on galvanized material shall be coated with brush applied zinc -rich paint complying with ASTM A 780 (talvacon or equivalent). ALI Lt Lo 11,3617 W occ VN/ 74-6 6 Fes. L: T - two a_ L 0 i i3 G C-f- w SEPARATE PERMIT REQUIRED FOR 'Mechanical I?tectric al Ci'Plumbirn Comas Pone City of Tukwila BUILDING DIVISION REVISIONS NO changes shall be made to the scope c ttitorit without prior approval of -'rikwila Building Division. 1:-77 ` : =v : =s will require a new lan submittal y is ode additional plan review fees. FILE COPY Perot No. t%1 !J PIS^ r .flaw approval is subject to emirs and omissions. ` of construction documents doesooteuttplizs of any adopted code or ordnance. receipt a i..dprovea Field Copy and conditions is acknowledged: By,.� Data: RECtiVt ) CITY OF TUKWILA. OCT 12 2012 PERMIT CENTER INCOMPLETE City Of Tiukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 e 2012 City of Tukwila BUILDING DIVISION RtUtivci3 CITY OF TUKk.A.11_A OCT 052012 PERMIT CENTER 1212-32.1 revisions O L CU ma 4.i • C 0..c�.E 00 r' CO 0 L cm 0 O 0 W 0 V i c 1 .cs V M ILO . E as 0 ma ■ O O 0 co I- • lu IX Ili gE. F-7 mss, , 4 t- <--, N w CO This work was prepared by me or under my supervision. Sheet Contents: Scale: as noted Date: 10/1/12 e no: T1211 STT s - 1 Drawn by: Sheen no.: C -100 h Ne,a1I €. N,EpuLf, V612- 6,0f& PtAI - z4/1.1 ( 6Aime-) 22 /)/- A' IN 1 /4d 1! di Note: All eave and gable trim to be 26 ga.min. ■ DIY r 404r 4te;ri 11 /21_11 ti zoor fANot -n / fi wiiili" 4N-selifo MAI 4. f4) 13f/ f ul2vl14 rgArI FLAI-10?) r -AV r,6,} 1 1/211 n 2� r i I NI /4110-11- ,l' Steel Beam Schedule RB -100 HSS 9X3X3/16" Steel Tube C -100 HSS 3X3X1/4" Steel Tube Column EB -100 Existing C9X3X12 ga. Light Guage Steel Channel X12 11A- ( /-r "Nr, ixtrf-Li } 0h/7 1 yn I/ 11 4 lL (hf.fe —. -T- r r:h)(„fi Pt-Pct4) G� -ur1kJ Nit a 1 1%1=110'1 S2 C -100 (typical) 444 vertical Concrete Footings (20" d.) t 0 emuN 0Ni rAtd +,I' 011 M4 100 *4Ct' 11-"oz-. 1 4- "r • • a `1► �t • 2. o41 ii, &91 u1T h ri,2KiO b a-- 32J REVIEWED FOR .CODE COMPLIANCE APPROVED OCT 2 6 2012 City of Tukwila BUILDING DIVISION RCVcivc .1 CITY OF TUKirp'_A OCT O52012 PERMIT CENTER I i los n 981 1 jltli l rtJ w �� G` A � o o N = U N `� 4 cp - N y N w 1 L a o in N CU c a) .•s U) This work was prepared by me or under my supervision. Sheet Contents: Scale: as noted Date: 10/1/12 Job no.: T12I1 Drawn by: STT Sheet no.: s .2 . . € r � I I h Ne,a1I €. N,EpuLf, V612- 6,0f& PtAI - z4/1.1 ( 6Aime-) 22 /)/- A' IN 1 /4d 1! di Note: All eave and gable trim to be 26 ga.min. ■ DIY r 404r 4te;ri 11 /21_11 ti zoor fANot -n / fi wiiili" 4N-selifo MAI 4. f4) 13f/ f ul2vl14 rgArI FLAI-10?) r -AV r,6,} 1 1/211 n 2� r i I NI /4110-11- ,l' Steel Beam Schedule RB -100 HSS 9X3X3/16" Steel Tube C -100 HSS 3X3X1/4" Steel Tube Column EB -100 Existing C9X3X12 ga. Light Guage Steel Channel X12 11A- ( /-r "Nr, ixtrf-Li } 0h/7 1 yn I/ 11 4 lL (hf.fe —. -T- r r:h)(„fi Pt-Pct4) G� -ur1kJ Nit a 1 1%1=110'1 S2 C -100 (typical) 444 vertical Concrete Footings (20" d.) t 0 emuN 0Ni rAtd +,I' 011 M4 100 *4Ct' 11-"oz-. 1 4- "r • • a `1► �t • 2. o41 ii, &91 u1T h ri,2KiO b a-- 32J REVIEWED FOR .CODE COMPLIANCE APPROVED OCT 2 6 2012 City of Tukwila BUILDING DIVISION RCVcivc .1 CITY OF TUKirp'_A OCT O52012 PERMIT CENTER los n 981 w �� G` A � o o N = U N `� 4 cp - N y N w 1 L a o in N CU c a) .•s U) This work was prepared by me or under my supervision. Sheet Contents: Scale: as noted Date: 10/1/12 Job no.: T12I1 Drawn by: STT Sheet no.: s .2 . .