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HomeMy WebLinkAboutPermit D15-0301 - FREED RESIDENCE - NEW GARAGECRAIG FREED 1371741 ST AVE s D15-0301 City of Tukwila • Department of Community Development * 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.-Rov DEVELOPMENT PERMIT Parcel No: 7360600240 Permit Number: D15-0301 Address: 13717 41ST AVE S Issue Date: 2/17/2016 Permit Expires On: 8/15/2016 Project Name: CRAIG FREED Owner: Name: FREED CRAIG Address: 13717 41ST AVE S , TUKWILA, WA, 98168 Contact Person: Name: SHAWNA PEDERSON Phone: (253) 431-2124 Address: 7703 185TH AVE E , BONNEY LAKE, WA, 98391 Contractor: Name: NORTHWEST POLE STRUCTURES LLC Phone: (253) 778-8095 Address: 18008 46TH ST E , LAKE TAPPS, WA, 98391 License No: NORTHPS934KM Expiration Date: 6/20/2017 Lender: Name: CRAIG FREED Address: 13717 41ST AVE S , TUKWILA, WA, 98168 DESCRIPTION OF WORK: NEW 576 SF DETACHED GARAGE. PUBLIC WORKS ACTIVITY INCLUDE SPLASH BLOCKS INSTALLATION FOR DRAINAGE. Project Valuation: $28,281.60 Fees Collected: $1,129.22 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: U Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: ChanneIization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: Date: v I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume 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: QJ�°t' fee Date: 2 Print Name: V' a'On°"_ �PG�E'. i5 �✓� This permit shall become null and void if the work is not commenced within 180 days for 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: 'PUBLIC WORKS PERMIT CONDITIONS' 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 4: Any material spilled onto any street shall be cleaned up immediately. 5: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 6: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 7: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 8: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 9: 'BUILDING PERMIT CONDITIONS' 10: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 11: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 12: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: All wood to remain in placed concrete shall be treated wood. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 19: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 20: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0201 FOOTING 0409 FRAMING 0401 ROOF SHEATHING 5090 STORM DRAINAGE 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ht!p://www.Tukwi[aWA.go Building Permit No. Project No. Date Application Accepted: Date Application Expires: _ use 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 ``�� L King Co Assessor's Tax No.: rl � 0&0 o f-40 Site Ten PROPERTY OWNER Name: e f-A Address: ' City:--T—U State: � � Zip g CONTACT PERSON - person receiving all project communication Name: S, C1A or\cL `1°d e.(2D e,) Address: - T70 3 - 19 5-0k A-VY- City: h L-V . State:_ Zi T PhoneG ax: Email: ��JJ Q77 J i'Yi CGi ., L n GENERAL CONTRACTOR INFORMATION Company Name: VID If- d1,4-r1!6 Address: City: Lk.State: Zi 429 O� Phone: �• _ 779� Contr Reg No-� P-05 934 Rel Exp Date ZU 0 Tukwila Business License No.: Number: Floor: New Tenant: ❑ .....Yes ❑..No ARCHITECT OF RECORD Company Name% Architect Name: Address• city sh©1f/l► f, State: Z' 10155 Phone: *, ;3,3. f , (�V Z Fax: Email: n U 0.nT V l@ o. i ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: /I ram' AddressW r� City: l.Vt�G'` State: Zip)WN H:\Applications\Forms-Applications On Line\201 I ApplicationsTermit Application Revised - 9-9-1 I.doex Rcvised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ `LP 20 `T Existing Building Valuation: $ Describe the scope of work (please provide detailed information): ,u t_ 4 24 I X M' -De-tcched. ?aSt' F"-fAE 6 ARAr;rG No putmai tj 6 Will there be new rack storage? ❑..... Yes X.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15f Floor 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport 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) 3��0 *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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? El ....... Yes ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El ....... Sprinklers El ....... Automatic Fire Alarm .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes Z....... No If "yes, attach list of materials and storage locations on a separate 8-112 " x I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On l.ine\2011 Applicalion0crmil Application Revised - 9-9.11.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFOIMATION - 206433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila .-Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System —For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with ADDlication (mark boxes which aDr [:]...Civil Plans (Maximum Paper Size — 22" x 34") []...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report []...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill /� cubic yards ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ ..Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ..Utility Undergrounding ❑ ...Backflow Prevention -Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. 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 Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundBillinyu Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Fomu-Applications On Linc\2011 ApplicationsTcrtnh Application Revised - 9-9-1 I.docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject 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 exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 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 STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: S�?hgoa& O/��g'y Date: Print Name: Sh R-0n4-, �2dG%�'8✓1 Day Telephone: G 43 1 Mailing Address: 8 5'th Ave- e City State Zip H:\Applications%Fmms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1l.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $1,129.22 D15-0301 Address: 13717 41ST AVE S Apn: 7360600240 $1,129.22 DEVELOPMENT $1,096.14 PERMIT FEE R000.322.100.00.00 0.00 $661.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $430.04 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $33.08 TECHNOLOGY FEE TOTAL1 R6777 R000.322.900.04.00 0.00 $33.08 $1,129.22 Date Paid: Thursday, December 03, 2015 Paid By: NORTHWEST POLE STRUCTURE Pay Method: CHECK 5787 Printed: Thursday, December 03, 2015 12:21 PM 1 of 1 PWSYSTEMS INSPECTION RECORD „A 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) 438-9350 PrW* ct: Type in ection: c i A�ires(7 t S 0� ll Date Calfe . Special Instructions: Date Wanted: a.m. P.M. Requester QlLa— Phone No: IInspector: —& IDate: �/`2�o — // REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. UR INSPECTION RECORD (3) Retain a copy with permit �� tr�"03O INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: K�--tW Typ of 1 spection:r V Al-7 :I J II Date Ca{ Special Instructions:. Date Wanted* r a. p � Requester: Gray Phone No6tid �� ����Z✓ Approved per applicable codes. M Corrections required prior to approval. COMMENTS: hG( O C) K ' 11 f VAS 'L� ( o Z wl ( <O \J A)11s r� Inspector: VV Date: y �e6 ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. K INSPECTION RECORD .Retain a copy with permit 111SPEC-TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: PM Tyne of Inspection: Address: T Ve -56 . Date Called: Special Instru ins: ,e}�� Dat Wanted: / a.m. Requester: Phone No: Inspector: Date: :3 ! 1 — 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Gat[ to schedule reinspection. r 11lI1 MiTek' MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: J1506877R1 NW Pole/ Scott Job The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild West (Arlington, WA). Pages or sheets covered by this seal: K1625188 thru K1625188 My license renewal date for the state of Washington is December 20, 2015. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. REVIEWED FOR pARCODE COMPLIANCE WA s � �' APPROVED y� FEB 0 8 2016 651976k,� A S�GIsTER City of Tukwila BUILDING DIVISION December 30,2015 Rivera, Mark - The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. RECEIVED CITY OF TU KWILA CORRECTION JAN 27 2016 LTR#—Abise--0301 PERMIT CENTER Job Truss Truss Type Qty Ply NW Pole/ Scott Job K1625188 I J1506877RI I T24 HOWE 7 1 Job Reference (optional) vroaum vrringron, ^Pington,wA aezzs 6-7-14 5-4-2 5x8 = 1. Ou 5 sep ze Zvla ml l ex rnavernes, Inc. Wars VBC 3U W:1a:J/ zV1D rage 1 ID:U QkL9ySbLsm8VFTPVmYPJzkD4y-H01S9fJ4f6lwip4dOe3nbnVFOu479R47z_FKogy3oyW 5-4-2 6-7.14 Scale = 1:39.6 4x10 = 4x8 = 4x6 = 4x8 = 4x10 = LOADING (psf) TCLL 25.0 SPACING- 6-0-0 CSI. DEFL. in (loc) I/defl Ltd (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.17 6-8 >999 240 Lumber DOL 1.15 BC 0.92 Vert(TL) -0.26 6-8 >999 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.09 5 n/a n/a crnr � n Code IBC2012rrPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x6 DF No.2 TOP CHORD 2-0-0 oc pudins (2-5-13 max.). BOT CHORD 2x6 DF No.2 BOT CHORD 9-7-0 oc bracing: 1-5 WEBS 2x4 HF Stud/Std REACTIONS. (lb/size) 1=2401/0-5-8, 5=2401/0-5-8 Max Horz 1=-107(LC 12) Max Uplift 1 =-239(LC 11). 5=-239(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=4808/819, 2-9=-4083/758,3-9=-3860/806, 3-10=-3860/806, 4-10=-4083/758, 4-5=4808/819 BOT CHORD 1-8=-635/4203, 7-8=-319/2858, 6-7=-319/2858, 5-6=635/4203 WEBS 3-6=-248/1454, 4-6=-1323/297, 3-8=-248/1454, 2-8=-1323/297 NOTES- 1) Wind: ASCE 7-10; Vuft=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=1.Opsf; h=25ft; Cat. I; Exp B; enclosed; MWFRS (envelope) and C-C Interior(1) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category I; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 1 and 239 lb uplift at joint 5. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 185/148 Weight: 128 lb FT = 20% ',*' VAUG. V-,.�S���V Io WIN December 30,2015 A& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE Mg-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTekm connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must verify the appliicobdity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII QuaBty Criteria, DSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Corona, CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'1/16 r For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings <��no (supports) occur. Icons vary but reaction section indicatesjoint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS o CI-2 C2-3 cis 4 WEBS Cie v 0 U �p6 a a U O 7$ C6-7 CS-b BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek' MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria. • / �. t C-y �� �' er it E- 13 i 1 -7 41 S'T AV%" S'� (o K w/ L.A., WA-. io fi S7u�u1� PSI` w t use s'p��� =• 1(� Ott ��--t r-0rPvs";ZE- r3 rp-., 24/24 o. 2- ---- L/�3 = o J:�:'t =. I r 6 Z 5c�c75C�.2 r_ g CORRECTION L R# 6199 FiE= Mci) ARCHITECT THAN SWIAN STATE OF WAGH(NGTON Al REVIEWED F R CODE COMPLIANCE APPROVED FEB 0 8 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 27 2016 PERMIT CENTER 112- p A E SS L) P- Li s Pa' tD mm A4 I TZ t be, c 3'7 1,10 a7 1 -7 5 IR- /*-51--le'vCOV 6_ rjE�:�rt LAJ C;Z '7-4:::7e- e-- Q, PA- C, c 5 —T L fZAC:)tE>r- WA-Ct- 144- -CIA PA4,.-Z-:Z 3. Design Maps Summary Report Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.00340N, 122.5222°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III ^ ± 000tit 50? 1 : 'Sf Elk. PIOin 0 to i ,, �••-�;� ••t ... , .' tea' • . • I po'j7�,. N 0 R T, 1' lt.� t, A M E R. I C A IT nnapquest Yeim �yK, USES -Provided Output S., = 1.255 g S„s = 1.255 g Ss = 0.837 g S, = 0.494 g Sm = 0.744 g S., = 0.496 g 4.1 For Information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.33 1.30 1.57 1.04 0.51 US o,sa 0.2N 0.13 Me.) C MCEa Response Spectrum -. ---- --- - _.00 Period, T (swe) 0.51 0• wJ 0.611 0.72 a.c3 w rn 0.54 VW o.As 0.a6 0.:7 0.19 O.05 0. MCI 0 Design Response Spectrum Period. T (Sac} Nthough this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. DO Ai- L) K..vv 14-4 . bj� ti e-Av 72. WP X C) r1'7-7 w 33 S- VZ-71,0--tk -< 3 --71 LU OvD -2- A4 Ix- FA '33 R Nz. 1 33. N Gas .-.... � , b k '�-" 3 . �, ?c 2•- •M �{. '2..0�. k��� X f� 3 x r- rS?c t • (� Ic' f.-�'�'' f2. . 3 ( , AS A-1 c -9 -r` t-�r-P . ��. `ramF rtz , pc. S7' �ffZTS f�- c12: r ��YS AA t, i 6-r r k-1^�'.�1 n s N �a 'z - 6=47 f.G7 fir•- r ":�.� Z r �3 r -A r U3 A-T- rl-Ac�-f DZJV tJ c'-f=' "A-c'C.C'_- 45i N f(.JP- .-rArS A-r J 2 3 . �Y S . • ,rVi,�- =�. s� 'K � is r. � � l.. J s k J. r 5` �2 (ej5� =IO.V r P LA-P cj.t% C 3) t Q. A rA-t �-S •E—r �-�' � � L3 ) CG A-$ C-9 /k-r P Q rZ L_ C aV �rca C_-G-?ZA-r 1.1, a f C-S A-T- Gi 37ft—r' `i'� -•U sS f� Gd-fU Q t� s t t/� Lr-�"u 4A P +--1 % f-6 p 12.x 13,5 tJ A-(" rt-5 /tr C-L-MA-TS- -T� RPS-r -4- Clj3- X- 1'2-2- X 5—) 12— F- AJ li: =If 1/ .7 J 2 X"4?- '2-,>-, C, X `7 i i qeX X 1'2— AiA-7- cto) 16 A-rr- 22A-�-t pis T City of Tukwila Department of Community Development December 29, 2015 SHAWNA PEDERSON 7703 185TH AVE E BONNEY LAKE, WA 98391 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0301 CRAIG FREED - 13717 41 ST AVE S Dear SHAWNA PEDERSON, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The roof pitch shows 4:12 pitch. New construction roof pitch shall be 5:12 per TMC 18.50.050. Revise roof pitch and verify the structural design calculations for the new roof pitch is sufficient. 2. On the site plan show the driveway access to the building. The line with double slashes is assumed to be a fence. Please clarify. 3. Provide the engineered truss design and details by the engineer. (IRC R802.10.2) 4. Provide a detail for the perimeter of the concrete slab. Show type of materials and ground preparation for the concrete slab and specify if the perimeter shall be over excavated to reinforce the perimeter slab edge. Indicate the concrete to slope toward the garage door. Also specify in the detail where the siding shall set at the slab, i.e. top or side of the concrete slab. 5. Concrete footings call for 3000 lb. concrete. Concrete over 2500 lb. shall require special inspections. Clarify if that is the intent. PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • Roof pitch on garage must be at least 5:12 - plans show roof pitch as 4:12. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0301 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 e Phone 206-431-3670 e Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0301 PROJECT NAME: CRAIG FREED SITE ADDRESS: 13717 41 AVE S Original Plan Submittal X Response to Correction Letter # 1 DATE: 01/27/16 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division0 Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 01/28/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/25/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) 1b7:%0:8 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 a N ICI II Ii I ( /IxG' DOOR 2xG PURLII,45 @ 24' OC. 14'x 10' OVERHEAD DOOR E D 1 2" ROOF OVERHANG AT ALL SIDE: I „ 2xG PURLIN5 @ 24" OC. I 0 nl RIDGE �i C 2" INSUL IN ROOF ( 1 4" CONC. SLAB I 1 %SLOPE TO DOOR m 2'-0" 2'-0" 2 4 °-O" FLOOR PLAN * ROOF FRAMING PLAN FILE COPY 5CALE Permit No. NL( Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation cl any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: .. Date: I 1,-7, I lam► City O 1 Wkwila BUILDING DIVISION 3;16°= 1'-0. N No Changes sha!i b d to the. scope of work without prior approval of Tul(Wila Building Division. NOTE5 NOTE: Revisions wiii rewire a rteU^^r plan submittal and may ill:-"Ude additional plan review to£;. I. CODE : 201215C 2. DE51GN LOADS: ROOF SNOW = 25 P5F WIND SPEED (EXP B) = 110 MPH 501L BEARING PRESSURE = 1500 P5F 5E15MIC DE51GN CATEGORY D 3. LUMBER: G x PT.PO5T5 :HEM -FIR # 1 4 x G PT.PO5T5 :HEM -FIR # 2 PUKLIPI5 * GIRT5 :DOUG-FIR # 2 RAFTER5 :DOUG-FIR # 2 4. TREATED LUMBER: ALL LUMBER WITH GKC COIJTACT 5HALL BE PRESSURE TREATED P05T :. GO PCF RETENTION 5KIRT130ARD5 :.40 PCF RETENTIO1I 5. CONCRETE: f c 2500 P51 @ 28 DAYS. SEER �`1,rl E P 2_�='°_. Z Mechanical ,Q Bectrical Plumbing Cas Piping i pI -, Ti ukivila lvlSlc G. ALL FOOTING5 5HALL BEAR ON UNDISTURBED NATIVE FIRM 501L WITH MIN. BEARING CAPACITY OF 1 500 P5F AND LATERAL BEARIIIG CAPACITY OF 150 PCF. BUILDER TO VERIFY SOIL CONDITION PRIOR TO CON5TRUCTION 7 on ROOFING : 29 ga CORRUGATED 5TEEL WITH 5/8" HIGH RIB5 @ 9" OC WTH # IQ X I 1/2" SCREWS @ 9" OC. 51DING : 29 ga CORRUGATED 5TEEL WITH 5/8" HIGH RI55 @ 9" OC WITH # 10 X I " 5CREk&/5 @ 9" OC. TRU55E5 5HALL BE DESIGNED BY THE ENGINEER LICE145ED IN THE STATE OF WA5H11•dGT01N1. ROBIVIED CITY OF WKWILA JA$,kI 2 i 20116 CORRECTION LTR#.�— a ls- C),3o I 6192 - nc: A>fc;:ITEcT Tus» ^"T`�! V3 FEB o %-J BUILDING 1 FOR 2016 4xG PT. P05T W/ 12"x 12"x3'-O" CONC.PTG A P---- GxG PT. P05T V✓/ 18"x 18'x4'-0" CONC. FTG — GxG PT. P05T GxG PT. POST V# 18"x 18"x4'-O' W/ 18"x 18''x4'-O" CONC. FTG COh1C. FTG GxG PT. POST V✓/ 18"x 1 8"x4'-0' CONC. FTG GxG PT. P05T V// 18"x 18"x4'-O" COIdG. FTG — GxG PT. F05T GxG PT. P05T GONC. FTG W/ 18:'x 18"x4'-0" CO1lG. FTG F'y - 1 2`-O" 2' 24'-O" FOOTING PLAN 5CALE 3/ ( G" = P - 0' N 0 RECEIvEj-) CITY OF TUK ILA JAN272016 PERMIT CENTER 6132 e+ia,N1T�C�r1l) �-T PA%; SUTAN STATE Or 'trti 7,iiC GTOA1 —%g-VI COp�POMPLIANC c vVW FOR ROVED FEB 0 8 2016 City f TukvNi'ta LDIIV 3 DIVIS[ON DET.© GxG BLOCK W/ (4) I Gd. AT EA.CONN. 2xG PURLIN5 @24"OC. W/ (3)1 Gd.NAIL5 12 O W�2)) Gdl T EA.51DE 51 2xG OVERHANG RAFTER O W/ (4)1 Gd.NAlL5 AT EA.51DE 2xGx24" CLEAT 2xG BRACING (PER TRU55 SPEC) ( DET.344 ) DOUBLE 5C1550R TRU55E5 2xG GIRT5 @ 24" OC. W/ (2)1 Gd. AT EA. END* 2x4 5TIFFENER5 @ 45" OC. W/ (3)1 Gd. @ 24" OC. TO GIRT GxG PT. P05T GxG PT. POST 2xG PT.5KIRTBOARD DET.Q 4 CONC SLAB DET.n ��" 24` jj_ (2) 2xGx 1 2" P.T. CLEATS W/ (5) 1 Gd. GALV. NAIL5 AT EACH 51DE, TYP. Tif 5"x 15"x 4'-0" CONC. FTG. 15"x 15"x 4'-0" CONC. FTG. 5ECTION A SCALE 1 /4" = 1 '-O" N _A 77 4" CONC NATIVE SOIL• PT P05T PER PLAN 4" CONC 5LA5 (2) 2xGx 1 2" PT. CLEATS W/ (5) I Gd. GALV, NAIL5 AT EACH CLEAT PT P05T PER PLAN 2xG PT GIRT 4g1 ° .i i • -I I 41 ' •I I a a DETAI L 8 SCALE 3/4" = 1' - O" RECEIVElD CITY OF TUKWILA PERMIT CENTER CONC. PER PLAN 61-2 r : GHTEqED Ai3CHiTc07 TUt'ti S,LTA 14 T';TE O `sVASHiNGTON Q u Uo ce u r � J uo L c�3 O rN- 3 DET.C2 DET.0 END ELEVATION SCALE 3/1 G' = 1'-0' n fr'1/lc /-AO 4x4 TRIM STEEL 51DING 4x4 TRIM 5TEEL 51DING SIDE ELEVATION SCALE 31) G' END ELEVATION SIDE ELEVATION SCALE 311 G° = I'-O' SCALE 3/ 1 G" _ V-(Y 4x4 TRIM STEEL 51DING ,CEIVED W TUK IL U 14272016 wh IT CENTER UNs � J W �L3 lx<� RIM t SIDING PI•? I T E C T 'e", .— T.•',�JopGsuT," 14 :' t>h SHill' �,GTOA,' FOR FEB 0 8 1016 Citypf Tu AGE PURLIN Gd NAILS 2xG OVERHANG RAFTER5 W/ (4)1 Gd 3/4" O MB. DOUBLE TRUSSES 1N/ (4)1 Gd.NAIL5 AT EA.CONN 3/4" O MB. 2x x24" CLEAT Ni/ (G) I Gd NAILS G x PO5T DETAI L I SCALE I " = 1' - O" 1 8" MIN.OVERLAP DETAIL 5 SCALE I " = 1 ' - 0" ( PURLIN OVERLAP @ TRUSSES) (3)1 G d. NAILS TO PURLIN CLEAT (3)1 G I. NAILS AT EA. END OF OVERLAP 2xG PURLIN5 @24" OC. PURLIN CLEAT TRUSS TC. W/ (2)1 Gd. NAILS AT EA. SIDE. 2xG PURLIN @24" OC. W/ (2)1 Gd.AT TRUS5 4 TO BLOCK 2xG BLOCKING W/ (4)1 Gd.NAIL5 AT TRUSS ENDWALL TRU55 W/ 3/4" D CB. 4 (4)1 Gd.NAIL5 3/4" 0 CB. 2x x24" CLEAT W/ (8)1 Gd. NAILS 3/4" 0 CB. DETAIL 2 SCALE I " = 1 ' - 0" DETAIL G SCALE I " = I' - O" ( PURLIN CONN. @ TRUSSES) 2xG BF TRUSS TC. 2xG PURLIN5 @ 24" OC. (3)1 Gd.NAiL5 AT EA.END 2xG BRACING 0 0 0 0 2XG BLOCKING W/ (2) 1 Gd NAILS TRUSS BOTTOM CHORD5 DETAIL 3 SCALE 1 " = I - 0" Gx POST (4)1 G d.NAIL5 DETAIL 4 SCALE I " = 1 ' - 0" 2xG PURLIN CLEAT W/ (3)1 Gd. NAILS AT TRU55 TC. RECEIVED CITY OF TUK ILA JAN 2 7 2016 PERMIT CENTER 6192 RE:-;6"TERED ARCHITECTU I THAN -zJTAN STATE Gr i'1A81 1I GTdNI u H FOR FEB 0 812016 City of T kwila BUILDING &VISION s~ � Ed CQ CZ 0 a b o � O � • � 'Ott .., in c'b .,t-.," W � MU O c�f t ^CS cco (Q 0 1 LD ` z J 1.N3U dM3A4- (�3 LU Iuj .• W cc d" ;? i a _ c� —, ov 0 — -31 v ' , REVIEWED FOR r CODE COMPLIANCE v �,I�PItVe ' A- �- t� FES 0 8 2016CL- 0 3 � LL j ' City of iuwla: BUILDING DIVISIQN COORD COPY PLAN IEW/ROUTING SLIP PERMIT NUMBER: D15-0301 PROJECT NAME: CRAIG FREED SITE ADDRESS: 13717 41ST AVE S X I Original Plan Submittal Response to Correction Letter # DEPARTMENTS: A: T (ow, �- P-� Building Division N PublicI Aork PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: &M 0 1A1 Fire Prevention DATE: 12/08/15 Revision # before Permit Issued Revision # after Permit Issued Structural ❑ C P L- covrV- P--W-U- Planning Division Permit Coordinator ❑ DATE: 12/10/15 Structural Review Required ❑ DATE: DUE DATE: 01/07/16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only , CORRECTION LETTER MAILED: I-`r�— Departments issued corrections: Bldg Fire ❑ Ping PW ❑ Staff Initials: 12/18/2013 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://`4,ww.ci.luktivila.iva.us REVISION SUBMITTAL Revision submittals must he submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. Date: 25 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after .Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CraigFreed Project Address: 13717 41 Ave S D15-0301 Contact Person: hCl UMOL Fedt?4 0r l Phone Number: 253 ^ -4-3 / —Z/ 2.4 Summary of Revision: F�pO'i- 0 �iz.at� _6 5 r 1L ; N e�/o GWrWCE eAQJ i t�ieovtl->c© �o-S 9J-e-cs MY OF RECEIVED %rCr�f� S� a� l'�� (7v► �Ca�N����g Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision C Received at the City of Tukwila Permit Center by: ®� Entered in TRAKiT on \applications\fomis-applications on line\revision submittal Created: 8-13-2004 Revised: NORTHWEST POLE STRUCTUFT " LLC Page 1 of 2 Hoene Espanol Cantata Safety & Health Claims & Insurance inWashington State Department of Labor & Industries NORTHWEST POLE STRUCTURES LLC Owner or tradesperson Principals MAGRUM,TROY DONALD,PARTNER/MEMBER MAGRUM, MIKALA, PARTNER/MEMBER (End: 05/20/2010) Doing business as NORTHWEST POLE STRUCTURES LLC 18008 46TH ST E LAKE TAPPS, WA 98391 263-778-8095 PIERCE County WA UBI No. Business type 602 707 587 Limited Liability Company Governing persons DUSTIN DANA PAUL JONES MIKALA K MAGRUM; MIKALA MEGNUM; TROY DONALD MAGRUM; License Search L&I il� Pites f 1 A-L Index Help ilia Secure L&I Workplace Rights Trades & Licensing Verify the contractor's active registration / license / certification (depending on trade) and any past violations. ua .Constr......................._.......ction..........Contr..........................ctor...... Active. Meets current requirements. License specialties GENERAL License no. NORTHPS934KM Effective — expiration 05/14/2007— 06/20/2017 Bond No current bond account. See the bond history. Bond history Insurance .............................. Contractors Bonding & Insuranc $1,000,000.00 Policy no. C11 SK0826 Received by L&I Effective date 04/09/2015 04/03/2015 Expiration date 04/03/2016 Insurance history Savings ..................... (in lieu of bond) $12,000.00 Received by L&I Effective date 05/05/2015 05/05/2015 Release date Impaired date https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602707587&LIC=NORTHPS934KM&SAW= 02/17/2016