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Home My WebLink AboutPermit D16-0144 - GOLDEN HORSESHOE - REROOF AND REPAIRGOLDEN HORSESHOE RE ROO F& RE PAI R 13985 INTERURBAN AVE S EXP/RED 10/02/18 D16-0144 � 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.gov Parcel No: Address: DEVELOPMENT PERMIT 3365900230 13985 INTERURBAN AVE S BLDG Permit Number: D16-0144 Issue Date: 12/5/2016 Permit Expires On: 6/3/2017 Project Name: GOLDEN HORSESHOE REROOF & REPAIR Owner: Name: DAO TRANG T H Address: PO BOX 16184, SEATTLE, WA, 98116 Contact Person: Name: TRANG DAO Address: Contractor: Name: PO BOX 16184 , SEATTLE, WA, 98116 FLOYD'S ROOFING REPAIR Address: 6424 TACOMA AVE S, TACOMA, WA, 98408 License No: FLOYDRR921KN Lender: Name: TRANG DAO Phone: (206) 856-4421 Phone: Expiration Date: 5/16/2018 Address: PO BOX 16184 , SEATTLE, WA, 98116 � DESCRIPTION OF WORK: REPAIR/REPLACEMENT OF EXISTING ROOFING AND ROOF SUPPORT SYSTEM CE15-0351 Project Valuation: $5,000.00 Fees Collected: $324.62 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type of Construction: VB Occupancy per IBC: M Electrical Service Provided by: TUKWILA Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Public Works Activities: Channelization/Striping: 2015 National Electrical Code: 2015 WA Cities Electrical Code: 2015 WAC 296-466: 2015 WA State Energy Code: 2015 2014 2014 2014 2015 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: , ' 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. � �� Ll�is` �./ � - Il�, Date: l � QS� ��' 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: Prior to final inspection for this building permit, a copy of the roof inembrane manufacturer's warranty certificate shall be provided to the building inspector. 2: Application of roof coverings with the use of an open-flame device or use of a propane fueled asphalt kettle requires a separate permit from the Tukwila Fire Marshals Office located at 6300 Southcenter BI Suite 209 Tukwila, WA 98188. Telephone (206) 575-4407. There shall be not less than one multi-purpose portable fire extinguisher with a minimum 2-A20-B:C rating and a charged, minimum diameter 5/8 diameter water line(hose) on the roof being covered or repaired. (IFC 105.6.23, 3504.2.5, 3504.2.6) 3: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 4: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 5: ***BUILDING PERMITCONDITIONS*** 6: 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. 7: 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. 8: 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. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: All wood to remain in placed concrete shail be treated wood. 11: Prior to final inspection for this building permit, a copy of the roof inembrane manufacturer's warranty certificate shall be provided to the building inspector. 12: 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** 0409 FRAMIN6 0103 PRE-REROOF 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL � J,�vJ I L q k,4s 4 % p z �� 4 T.. � 190g CITY 4F TUKT� 4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 1 DO Tukwila, WA 98188 htt�//www.TukwilaWA.gov Building Pern..c No. �I �,— (� ( � � Project No. Date Application Accepted: �� ~ Date Application Expires: � �l �- C � (For o�ce use onlvl CONSTRUCTI4N 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** SITELOCATION i�985 3NT�URI3�N ,4v� � TUKvu'IL/a, vv/� 9S'!68 King Co Assessor's Tax No.: � 3 65 900 2 3 0 Site Address: 1� 9� 5 �►J � ER U RdA N AV c S Suite Number: Floor: Tenant Name:��,Ci��C IU �HC�SC S� ROOFTaUC� New Tenant: ❑.....Yes ❑..No PROPERTY OWNER Name: '.�.RAti DA-U Address: p g�X 16 I$¢ City: S Ep j TLE State: v�� Zip: �� b CONTACT PERSON — person receiving all project communication Name: �� .�� Address: C�X City: S�ATLE State: w�- Z�P� el�fl�, Phone: Z� _�56- 4 2 Fax: Email: GENERAL CONTRACTOR INFORMATION Company Name: -��'S—'�C�'�t�! C�. �4N A Rc��i r2 Address: � iA ' f�-V — S City: , � State: Zip: Phone: Fax: lZs3 314- � d Contr Reg No.: FLo �RR2 Z� �xp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: l�i`� EtV I � � �� Architect Name: ��a � U C—ni Address: �b50`1 "E �4 ST ciry: R��r�wN � State: �U�k Zip: q g(�5 2 Phone: Fax: 4�5_ � 1 .-5911 Email: ENGINEER OF RECORD Company Name: �,�M � q ov� 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: Address: City: State: Zip: C E I S --d3sl H:Wpplications�Forms-Applications On Line52012 Applications�Permit Application Revised - 2J-]2.docx Reviud: February 2012 Page 1 of 4 bh BUILDING PERMiT INFORMATIO" 206-431-3670 Valuation of Project (contractor's bid price): $ 5UUG. c�0 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): REp�� J Rc-pf.t�ec or- ��isTiNG Rc;C��iNG Will there be new rack storage? [] .... Yes �. ..No If yes, a separate perrnit and plan submittal will be required. Provide All Building Areas in Square Footage Below Addirion to Type of Type of Existing Construction per Occupancy per Existin Interior Remodel Structure New IBC 1BC 1�` Floor f �� ,� �.. 2" Floor L4Ud {� � $ 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: ' 1 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: Standazd: 2� Compact: Handicap: W ill there be a change in use? ❑....... Yes �....... No If "yes", explain: FII2E PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers � .......Automatic Fire Alarm ❑....... None ❑....... Other (specify) Will there be storage or use of flammable, combustible or haz.ardous materials in the building? ❑. ..Yes ❑...... No If "yes ', attach list of rreaterials and storage locations on a separate 8-1/2 " x I1 " 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:Wppliations�Forms-Applications On Line�2012 ApplicationslPermit Applicatipn Revised - 2-7-12.docx ne�;sea_ Febn�ary zoiz Page 2 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 Pian Review — Applications for which no permit is issued within 1 SO days following the date of appiication shall expire by limitation. The Building Official may grant one or more extensions of time far additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiab}e cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLTCATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER7URY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORiZED AGENT: Date: Print Name: 7RAaV� DCi-C� Day Telephone: ��56 -- 4-4-2 I Mailing Address: � U 6oX i 6 f 84 S�aTTLE �- �f8 I�b City State Zip H:WpplicationslForms-Applications On Line�2012 ApplicationsU�ermit Application Revised - 2-7-12.docx Reviud: Februnry 2012 Page 4 of 4 bh �� PUBLIC WORKS PERMIT INFC tATION — 206-433-0179 Scope of Work (please provide detailed information): N,A- Call before you Dig: 811 Piease refer to Public Works Bulietin #1 for fees and estimate shee� Water District ❑.. Tukwila ❑... Water District # 125 ❑... Highline ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ ...Vailey View ❑... Renton ❑.. Sewer Use Certificate • ❑...Sewer Availability Provided ❑... Renton ❑... Seattle Se tic S stem: 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 Apalication (mark boxes which appt� ❑.. Civil Plans (Maximum Paper Size — 22" x 34") ❑.. Technicai Information Report (Storm Drainage) ❑... Geotechnical Report ❑.. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proaosed Activities (mark boxes that aaplv): ❑.. Right-of-way Use - Nonprofit for iess 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 ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) _ ❑ .. Temporary Water Meter Size (1) , ❑ .. Water Only Meter Size........... ❑ .. Sewer Main Extension............ Public ❑ .. Water Main Extension............ Public FINANCE INFORMATION Fire Line Size at Property Line _ ❑ .. Water ❑ .. Sewer Monthlv Service Billing to: ❑... Work in Flood Zone ❑... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut ❑... Pavement Cut ❑... Looped Fire Line m � " WO # (2) _" WO # (2) " WO# ❑ Private ❑ ❑ Private [j � � Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment ❑... Grease Interceptor ❑... Channelization ❑... Trench Excavation ❑... Utility Undergrounding WO # (3) " WO # WO # (3} " WO � Deduct Water Meter Size " Name: Day Telephone: Mailing Address: City State Zip Watec Meter Refund/Billine: Name: Day Telephone: Mailing Address: City H:Wpplications�iorms-Applications On Line�2012 Applications�Permit Application Revised • 2-7-]2.docx Revised: Febmary 2012 bh State Zip Page 3 of 4 Date Paid: Thursday, February 01, 2018 Paid By: TRANG DAO Pay Method: CASH Printed: Thursday, February 01, 2018 4:10 PM 1 of 1 /� � ■ �srsreMs Date Paid: Monday, December 05, 2016 . Paid By: DAO TRANG T H Pay Method: CASH Printed: Monday, December 05, 2016 4:25 PM 1 of 1 �SY57EM5 Date Paid: Wednesday, June 01, 2016 Paid By: TRANG DAO Pay Method: CASH Printed: Wednesday, June Ol, 2016 3:36 PM 1 of 1 ��srsrenns Q ` ��1J•�� Engineers Te1:425-891-5111 'i6507 NE 50th St; Redmond, WA 98052 DESIGN CALCULATIONS 13985 Building New Roof 13985 I nte ru rba n Ave s Tukwila WA 98168 7/17/16 1 0� 22 REVIEWED FOR �ODE COMPI.lAN�� APPR�VED F�B a � Zo1a City of iukwila BUILDING DIVlSION RECEIVED CfTY O� TUKWtLA ,. JAN 2 5 2018 , PERMIT CENTER REVISION N0.1 ��R��L�"��3� LT�# `�Q'�` 2 of 22 Gravity Analysis 4'-9 1/2" 2'-8" 4'-9 1/2" 2'-8" 4'_0" �� 32'-0" \�/ � � ROOF PLAN SCALE 4" = 1'-0" �r s 3 af 22 EXTERIOR WALL BELOW FIELD VERIFY MINIMUM WINDOW HEADER SIZE �IN ERIOR WALL BELOW 0 �� ,��' � � /��:� � �� 4 of 22 � ��' :' � �'� �� "�c��,i' . , �;�;� ��Al�i �� t� ��::��" :.��!�� i��1� ��D 7��:�� .::�` �?t� � �'�i � ��, � ��" �.l �� :�. � V�� 1�� "�-� . � ,� , i r � �..�T� � c�,�'� 1 � �' +�� f � m �, �� :, �� l�oa� , .�� .� �`�'�� - ��,'1 �. � c.,��I�T�. �� = �� = �� ' �_. .� <:� z �'�3�►�+,; �III�� '� � �?1lil, (�;� �a� �� l�` � , �� C�� ..�.n�.�.. �t�� r �,� �- ,��°.� �r r�1 �� -�.. ' �: • w. � SOLUTIONS REPORT #, 1. Window Header 4 ft °�� Current Solution: : 2 piece(s) 2 x 6 Hem-Fir No. 2 Overali Length: 4' 3" + a � _._ 4' ..�_ 0 All loc,3tions are measured from the outside face of left support (or I�ft cantilever end).A'I dimensions are horizontal.; Drawing is Crnr.�ptual �Oesigr� Resufts nccvaE�cucat�on anowea ees�,�t �o� � h� =i-�ber Reection (Ibs) 1284 @ 0 1850" Passed (70%) -- Sie3i (Ibs) 931 @ 7" 2063 Passed (45%) 1.25 N.oment (Ft-Ibs) 1364 @ 2' 1 1/2" 1741 Passed (78%) 1.25 �Live Load CeFl. (in) 0.054 @ 2' 1 1/2" 0.142 Passed (U939) -- LTotal LOad DeFl. (in) 0.082 @ 2' 1 1/2" 0.213 Passed (L/622) -- PASSED 6 of 22 + 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Ti e ourpose of this � eport is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an in ;i� idua Kember Report for submittal purposes. "f.,--e ">o h..are w;uesc,?or . . .r . ... :.'�J; �: �/. �C! �"i Job Notes 7J7,(201 i 4:40:26 PM Forte v5.3, Desic�n Engine: 1�7.0.0.5 F'age 1 of 1 ,.. �� ^ �h �9 f� �" SOLUTIONS REPORT #, 2. Entrance Header 8 ft `��' �� u�' � Current Solution: : 2 piece(s) 2 x 12 Hem-Fir No. 2 Overall Length: 8' 7" + ; 0 L 8' � All ioc3tio�s are measured from the outside face of left support (or left c3ndlever end).A:I dimensions are horizontal.; Drawing is Ccncaptual ! U-e�ic�n Results Attua� � Location Ailowed Resuk lDF r�� 4253 { Wie�nber Reaction (Ibs) 2612 @ 2" Passed (61%) -- 3.50" 5.ear pts) 1864 @ 1' 2 3/4" 4219 Passed (44%) 1.25 rP��ment (FC-Ibs) 5177 @ 4' 3 1/2" 5603 Passed (92%) 1.25 �Live I.oad Defl. (in) 0.090 @ 4' 3 1/2" 0.275 Passed (U999+) -- � T�tol Load DeFl. (in) 0.137 @ 4' 3 1/2" 0.412 Passed (U722) -- PASSED 7 of 22 + 0 System : Wall Member Type : Header Buildinq Use : Residential Building Code : IBC 2015 Desiqn Methadalogy : ASD n 4i��, se�;es Plies wood voi ]. _—:,'4"~� 2 x Hem-Fir No. 2 2 43.88 T1 e purp�s� of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an in.iividua I Kember Report for submittal purposes. f�r :, ;.z�. re �pe�, � tor Job Notes h _ `�.,_. , ,�, , . „ � , . . � . i �r�.B : �Y, com 7/15l2017 4:39:55 PM Forte v5.3: Design Engine� V7.0.0.5 Page t of 1 �%j �� y � � � " SOIUTIONS REPORT #, 3. Front Roof Joist � a�y Current Solution: : 1 piece(s) 2 x 4 Hem-Fir No. 2@ 24" OC Overall Length: 5' 1" + 0 ,-- _ _ __ , _.,, , � � � r ,.; � �, . . . _._.. . . _.. :.' . .. . ._ .. . ...... � .. . ..._. . ... . . 4,6. � .. � � All locations are measured from the outside face of left support (or 12ft cantilever end).A!1 dimensions are horizontal.; Drawing is Ca�c�ptual ; IJember Reaction Qbs) 191 @ 2 1/2" z126 passed (9%) �___ 3.50" L:�ear Qbs) 147 @ 7" 656 Passed (22°k �Nioment (Ft-Ibs) 204 @ 2' 6 1/2" 468 Passed (44°k �� Li�;e Load Defl. (in) 0.077 @ 2' 6 1/2" 0.156 Passed (L/73 ------ Total Load Defl. (in) 0.115 @ 2' 6 1/2" 0.233 Passed (U48 1.25 1.25 � PASSED 8 of 22 + 0 System : Roof Member Type : Joist Building Use : Residentiaf Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 M# H, ��"w.U'A�7G l., �:7�4tiIW#S � �';e�ath Series Plies Spacing Wood Yolume i 3 1� Y' 2 x Hem-Fir No. 2 1 24" 0.28 T� e[ur�o;e of this �eport is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an in iividual Member Report for submittal purposes. E>� e iv'fw. �re �t,��r tor >-� a, - .; c�,., com Jo5 Notes 8i2�l2017 i0:11:44 AM Forte v5.3: Design Engine: l�'.0.0 5 HorseShoe.4te Page 1 of 1 .• + "'� SOLUTIONS REPORT #, 4. Front Roof Header ��) �r �� 'o Current Solution: : 1 piece(s) 4 x 10 Hem-Fir No. 2 Overall Length: 16' 7" + 0 � All locations are measured from the outside face of left support (or lefr cantilever end).Ail dimensions are horizontal.; Drawing is rcnc2ptual {¢:.esi� R.esuits . aca,ai � �ocabon nuowee a�u�c �oF , t' J1=nber Reaclion (Ibs) 835 @ 2" 3189 Passed (26%) -- 2.25" �St�ear (IGs) 737 @ 1' 3/4" 4047 Passed (18%) 1.25 , Moment {Ft-Ibs) 3365 @ 8' 3 1/2" 5303 Passed (63%) 1.25 r— -- I Live Load Defl. (in) 0.327 @ 8' 3 1/2" 0.542 Passed (L/597) -- �otal l.oad DeFl. (in) 0.533 @ 8' 3 1/2" 0.813 Passed (U366) -- 16' 0 PASSED 9 of 22 + 0 Sys[em : Roof Member Type : Flush Beam Buildinq Use : Residential Building Cade : IBC 2015 Design Methadalogy : 0.5D Member Pitch : 0/12 "M..1 �'�� VJii.4l iDV�4.LlVI47 � �1 ��t1� Series Plies Wood Volume 9 1/�I" 4 x Hem-Fir No. 2 1 51.80 11•e �urp�s� of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an inrfi� iduaf Member Report for submittal purposes. '. c�r:e So t,n :re ::per. tor ,7ob Notes 8/29/2017 10:11:5% AM —�—�— Forte v5.3, Design Engine: V7.0.0.5 . :.,:. � ' "?"' HorseShoe.4te � �� ,' � ��> >>ti�>. �� i��i.nmc�skcom " Page 1 of 1 1 • _. I Lateral Analysis • 1C 2 �,'2016 Design Maps Summary Report `�� ' '" ', Design Maps Summary Report f �� 19��r�5p�cofied Input Report Title Ash Building New Roof Sun October 23, 2016 22:06:38 UTC f��ailcing Code Reference Document 2012/2015 International Building Code (tivhich utilizes USGS hazard data available in 2008) Site Coordinates 47.4781°N, 122.26224°W Site Soil Classification Site Class D—"Stiff Soil" fE "a�;�ri + �!'�It ! �.t�ti�rr��+JE Er,"ii� 4�a shorZ, Risk Category I/II/III -�- - - - - - - .-�—�- - . '�� 8:?E+NG 1`�� > F� i. �LG' KlJ4lG � - � :,4i ' �'.�. !+�iTt .� .,�. T � . . ►„ . •�'+� r-�"`�-"v �, RfKi0A1 �I iS��Ud� ,�' •. '. IkUNt �!. � '�� .� �;,�1 R3';?R i� Burien �► :��. �.enton . �. �_ _ �a ""�� " ��.�� 5£At IL� !� 1j �` r�.v�,; r�vZ , - �� I�apleYailey► � 'H� ��S �� ,f /f`�� . ��4 .� , �. �� ; . . �� .... �..:. ___.__R...._._.._. . . _ —_____}� . . �.�.:� . .... ..�. �!�:+G ,-P� o�r ided Output SS = !.478 g SMS = 1.478 g SL = �1.553 g SMl = 0.829 g Sos = 0.985 g So, = 0.553 g 11 of 22 i= �i infcr na;ior on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and �i�ie�rm:r�:stic g-ound motions in the direction of maximum horizon[al response, please return to the application and �� ct �'i�s "<00� NEHRP" building code reference document. M CER Response Spectrum �.s- i.s� �.as t.�, 1. ir5 .•'� C `JO 1�7 ( -'� t r- - C G4 C �a : f _5 - {�.�,_ —I H I i I �— � I I i J.DL G.:.O O.dO 0.60 U.60 1.00 1.20 1.40 1.60 1.80 3.09 Period, T (sec) D�esign Respvnse Spectrum i.io i.oa a.�o o. eo A.�o a 0.6d y 0.50 0. i0 0. 30 0.26 0.10 0. 40 0.00 0.20 0.49 0.60 U.80 1.U0 1.20 1.a0 1.60 1.80 2.00 Period, T (sec) ,� t.��. , h. � inf� rmation is a product of the U.S. Geoloqical Suivey, we provide no warranty, expressed or implied, as to tP�e ��-�� „a. ;. f tf�e � 3ta containetl therein. This tool is not a substitute for technical subject-matter knowledge. h�1�r /.�hF1-earthqu� ke.cr.usgs.gov/designmaps/us/summary.php?template=minimal&Iatitude=47.478103&longitude=-122.26224&siteclass=3&riskcategory=08�.. 1/1 �!0 UPLIFT PRES E:AST EL=Vt��lO�S. E; A!AL�S AkE A.DE (Vi: :1PGriADE 12 of 22 T.O. PARAPET ih 'v EX ROOF 'I �-O� EX CEILING 0 ao UPPERFLOOR �� EAST ELEVATION SCALE d' =1'-0" ROOF SLOPE BEHIND PARAPET REMOVE ± 3" CONT. (Ex) ROOF 12, SHEATHIN� BEFORE R-38 1�. INSULATION PLACEMENT 2x BLOCKING io �N� � � � � � z � � � NZ_ SW6 g r J r ii i��iy i�� NORTH ELEVATION SCALE d" =1'-0" z y y � 5�_�� NOTES: GUARDRAIL NOT SHOWN FOR CLARITY ATTACH 2x4 TO A SIDE OF EACH TRUSS SIMPSON TIE H2.5A AT EACH END AT EACH TRUSS WALL WITH NEW SHEATHING AND NAILINGS 2x SILL PLATE (4) SIDES IF SHEATHING DISCONTINUE, USE SIMPSON LTP5 AT 30" %" DIA THREADED ROD wl PLATE WASHER y"x3"x3" �OW TOP PLATE i 3 of 22 CONTRACTOR FIELD VERIFY MINIIJIUM �NINDOW HEADER REQ'U AT �AST AND WEST WEST ELEVATION SCALE a' = 1'-0" I 15'-0" L 32'_0" I SOUTH ELEVATION SCALE 4" = 1'-0" • 14 of 22 NTP Engineers Made By: 1(507 NE 50th St - Redmond, WA 98052 Checked by Tel: 425-891-5111 Project Name: Ash Building New Roof esCrip ion: Date: Date: Desi n Griteria: Code: lnternational Building Code, 2015 edition National Design Specification for Wood Construction 2010 edition American Concrete Institute, 318-14 edition American Society of Civil Engineers, 7-10 edition �roiect �ite: 13985 interuban Ave S Tukwilla WA 98168 Seismic: Vlirnd: Latitude = Longitude = i[�1f��ili[:l IBC 2015 NDS, 2010 ACI-318, 2014 ASCE 7-10 47.478103 -122.26224 R= 6.5 Bearing wall system, Wood structural panel walls Mapped Spectral Acceleration, Ss = 1478 (See attached print out) Mapped SpecfralAccelerafion, S1= 0.553 Soil Site Ciass = D Exposure : 8 Basic Wind Speed = 110 mph Speed Up Factor Kzt = 1 Liv� l.oads: Roof = 25 psf (Snow) Floor Residential = 40 psf Decks = 60 psf Balcony = 60 psf Soils: Values Assumed by Owner: Soil Bearing = 1, 500 psf Active Soil Pressure = 35 pcf Passive Soi! Pressure = 250 pcf IBC Soil Profile Type = S d Frost Depth = 12 inches SRB Table R401 SRC Table R403.3 No. NTP Engineers Made By: Date: 10121116 0 1G507 NE 50th St - Redmond, WA 98052 Checked by Date Sheet No. Tel: 425-891-5111 Project Name: Ash Building New Roof escrip ion: esign ri ena • ea oa s Rnof Assemblv Dead Load: Roof Material 1.0 psf 1/2" Plywood Sheathing ................ 2.5 psf Wood Trusses at 24" o.c .................. 2.5 psf Insulation .................................... 0.5 psf Existing Roof 3.0 psf Miscellaneous ........................... 0.5 psf Total .......................................... 10.0 psf Floor Assemblv Dead Load: Flooring .................................... 1,0 psf 3/4" T& G Plywood ......................... 2.5 psf Floor Joist at 16" o.c .................... 3.0 psf Insulation 0.5 psf (1) Layers of GWB ........................... 2.5 psf Miscellaneous ........................... 0.5 psf Total ........................................ 10.0 psf De�k Deaj Load: Decking .............................. 4.0 psf Miscellaneous ........................... 2.0 psf Total ..................................... 6.0 psf �:v:erior Wall Assemblv � Siding 2.5 psf 2x6 at 16" o.c .............................. 1.7 psf Insulation .................................. 0.5 psf 15/32" Plywood Sheathing ............... 1.5 psf (1) Layers of 1/2" GWB ................... 2.3 psf Miscellaneous ........................... 0.5 psf Total.......................................... 9.0 psf Is�ferior N"all Assemblv (2) Layers of 1/2" GWB ................... 4.4 psf 2x4 at 16" o.c ................................ 1.6 psf Insulation ......................................... 0.5 psf Miscellaneous ........................... 0.5 psf Total .......................................... 7.0 psf Use DL = Use DL = Use DL = Use DL = Use DL = 10.0 psf N/A 12.0 psf N/A 6.0 psf NIA 9.0 psf 72 plf 7.0 psf 56 plf 15 of 22 16507 NE 50th St - Redmond, WA 98052 Tel: 425-891-5111 � Project Name: Ash Buiiding New Roof 16 of 22 By: Date: 10121/16 Job No.: ed by: Date: Sheet No.: ption: Wind Base Shear Basic Wind Speed, V35 = 110 mph Exposure = B Risk Category = II Roof Slope = 1.5 12 Loads FronUBack - Width (ft)= 32.0 ft Loads Side - Width (ft) = 44.Q ft Eave Height = 18.0 Mean Roof Ht. = 11.0 ft Edge Strip Width, a= 3.2 ft End Zone Widths = 6.40 ft Wind Speed Up Kzt = 9.00 Fastest Mile from 110 mph (IBC 2015, Section 1609.4) ASCE 7-10 {26.5-1A} = 7.13 degrees Roof Profil Gable Roof Profil Gabie (Figure 1609.6.2.1 note 10) (2'a) Wind Base Shear Ash Building Lateral 10-22.x1s 16507 NE 50th St - Redmond, WA 98052 Tel: 425-891-5111 i Project Name: Ash Building New Roof WINd FORCES: FrontlBack Direction: Made By: Date: 10/21/16 Job No.: Checked by: Date: Sheet No.: Description: Wind Base Shear Location Width Height Plane Kz Cnet Pnet Force Min Force feet feet pressure (ps kips W kips W ROOF Top Roof to Plate 32.0 2.00 (wall) 0.61 0.94 17.9 1.1 1.0 Plate to Mid 2nd Story 32.0 4.00 (wall) 0.59 0.94 17.0 2.2 2.0 SECOND Mid 2nd to 2nd Floor 's2.0 4.00 (wall) 0.59 0.94 17.0 2.2 2.0 2nd Floor to Mid 1st Story 32.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 FIRS�i Midlstto1stFloor 32.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 1st Floor to Mid Base 32.0 O.OQ (wall) 0.57 0.94 16.7 0.0 0.0 Total Wind Base Shear (kips), WF� _ MinWind Base Shear (kips) Wm;� FB = Controling Wind Base Shear (kips) WFB = Side L7irection: 6�.7 5.1 6�� Location Width Height Plane Kz Cnet Pnet Force Min Force feet feet pressure (ps kips W kips W ROOF Top Roof to Plate 44.0 3.OQ (wall) 0.61 0.94 17.9 2.4 2.1 Plate to Mid 2nd Story 44.0 2.00 (wall) 0.59 0.94 17.0 1.5 1.4 SECOND Mid 2nd to 2nd Floor 44.Q 4.00 (wall) 0.59 0.94 17.0 3.0 2.8 2nd Floor to Mid 1st Story 44.0 0.00 (walt) 0.57 0.94 16.7 0.0 0.0 FIRS � Mid 1st to 1st Floor 44.0 O.OQ (wall) 0.57 0.94 16.7 0.0 0.0 1st Fioor to Mid Base 44.0 0.00 (wail) 0.57 0.94 16.7 0.0 0.0 Summary: Wind rorces W I_EVEL WF�e WSIDE ROOF 3.3 3.9 SECUND FLOOR 2.2 3.0 FIRS-� F100R 0.0 0.0 Total 5.5 6.9 Total Wind Base Shear (kips), WyaB = MinWind Base Shear (kips) Wmin side = Controling Wind Base Shear (kips) Ws;ae = Wind Base Shear Ash Building Lateral 10-22.x1s 6.9 6.3 6.9 17 of 22 �� NTP Engineers Made By: Date: 10121/16 Job No.: 16507 ]VE SOth Sc - Redmond, WA 98052 Checked by: Date: Sheet No.: Tel: 425-891-5111 Project Name: Ash Building New Roof Description: Seismic Weights DEAD LOAD WEIGHTS FOR SEISMIC CALCULATIONS: Rho Factor (p) Per IBC 1617.2.2 Unit Roof Weight: 10 psf Fronl Back Side Side Unit Floor Weight: 12 psf 2nd Story = noivio! t.oa Unit Exterior Wall Wt: 9 psf 1st Story = t.00 too Unit Interior Wall Wt: 7 psf Basement = �.00 t.00 Maa = #DIVIOI 1.04 LOCATION LENGTH HEIGHT UNIT WT. Total Wt. Sub-Total ROOF LEVEL (Ibs) (kips) Roof Area = 1504 1.OG0 10 = 15,640 Ext. Wall Below 95� 4.0 9 = 5,400 Int. Wall Below 20u 4.G 7 = 5,600 average 26.6 Kips 17 3RD LEVEL. floorArea= 14G8 1 12 = 16,896 Low Roof Area = 0 1 10 0 Ext. Wall Above 150 4.0 9 = 5,400 Int. Wall Above 200 4.0 7 = 5,600 Ext. Wall Below d 4.5 9 = 0 Int. Wall Below Q 4.5 7 = 0 average 27.9 Kips 20 2f�;D LEVEI. FloorArea= d 1 12 Roof 0 Low Roof Area = d 0 10 0 Ext. Wall Above 0 4 9 0 Int. Wall Above 0 4 7 = 0 Ext. Wail Below G 4.5 9 = 0 Int. Wall Below 0 4.5 7 = 0 average 0.0 Kips NIA 1ST LEVEL Ext. Wall Above 50 0.0 9 = 0 Int. Wall Above 1 0.0 7 = 0 0.0 Kips STRUCTURE WEIGHT FOR SEISMIC BASE SHEAR: 54.5 Kips TOTAL WEIGHT OF STRUCTURE: 54.5 Kips Seismic Weights Ash Building Lateral 10-22.x1s osf psf psf i 8 Ot 22 � NTP Engineers Made By: Date: 10/21/16 Job No.: 16507 NE 50[h St - Redmond, WA 98052 Chetked by: Date: Sheet No.: Tel: 425-891-5111 Project Name: Ash Building New Roof Description: Seismic Story Shear IBC 2015 - ASCE 7-05 Equivelant Lateral Force Analysis per IBC 20151616.6/1617.4 -�ASCE7 9.5.5 (ref table 9.5.2.5.1) Seismic Use Group = i From IBC 201516162.1 Site Classifcation = D From IBC 2015 Table 1615.1.1 Refer to attached sheet for ft�ep speeified variabi¢s Ss = 1478.0000 Fa = 1.000 From attached sheet S, = 0.5530 Fv = 1.505 From attached sheet Sos = 985.333 = 0.6%F, *S s ASCE 7 Eq 11.4-3 Soi = 0.555 = 0.67'F �'S � ASCE 7 Eq 1111.4-4 Building Height, h� = 1�'i.0 ft Building Period Coefficient, CT = G.G20 ASCE 7-10, Table 9.5.5.3.2 Approx. Fundamental Period = 0.145 (�r(h�)� ") ASCE 7-10, EQ 9.5.5.3.2-1 Response Modifcation Factor, R= 3.5 ASCE7-10 Table 12.2-1 Occupancy Importance Factor, IE = t.p ASCE 7-10 Table 1.52 Seismic Design Catergory = 0 ASCE 7-10 Table 20.31 Redundancy Factor, r= Calculation Required IBC 20151617.2 --. ASCE 9.5.2.4 (tronWack) (sidelside) Calculated Redundancy Factor, r= 7.00 t.OG (From Seismic Weights Sheet) Seismic Resaonse Coe�cient �: - Sos�� : = 151.590 ASCE 7-10, EQ 12.8-2 Roof Roof Cs. MA%- SD1��w�) �s. Max = 0.590 Third Seismic Resuonse Coe�cient. Minimum Second Cs. MIN - 0.O�4SDS'� ��, M�N = 43.355 Flaor �. = 0.590 Seismic Base Shear , V= 0.590 W Dead Load W= 54.5 kips V = 32.2 kips (front/back) (sidelside) E= rV = 22.97 22.97 kips Vertical Dislribution per ASCE7 - 9.5.5.4 Story Total Story Froi ASCE 7-10, EQ 12.&2 ASCE 7-10, E� 9.5.5.2.1-3 ASCE 7-10, {12.6.1} 42% IBC 20151617.1 --. ASCE 9.5.27 IBC 20151605.3.2 Height Height Weight Story Force Story Force Story Shear Story Shear H h, w, wxh," Fi Fi EJ1.4 E/1.4 Fi/Wx (ft) (ft) (kips) (k-ft) (kips) (kips) (kips) (kips) Roof S.UO 21.00 26.6 559 16.42 16.42 16.42 16.42 62% Third 0.00 8.00 27.9 223 6.55 6.55 22.97 22.97 23°/ Second 6��0 8.00 0.0 0 0.00 0.00 22.97 22.97 #DIV/0! Firsl �.00 0.00 0.0 0 0.00 0.00 0.00 0.00 #DIV/0! k = 1.0 SW.h.k = 783 Seismic Story Shear Ash Building Lateral 10-22.xis 19 oi 22 NTP Engineefs Made By: Date: 10/21/16 Job No.: 1G:i07 IVE 50th St - Redmond, WA 98052 Checked by: Date: Sheet No.: �� Te1:425-891-5111 Project Name: Ash Building New Roof Description: Lateral Design Loads I D1J LU I L �r�ack Forr� �ids Fq�s Level Wind Seismic Governing Story Wind Seismic Governing Story WFlB�k�PS/ E(kips) Force Force Ws�kips) E(kips) Force Force Rcof 3.33 16.42 Seismic 16.42 3.86 16.42 Seismic 16.42 Second 2.18 6.55 Seismic 6.55 3.00 6.55 Seismic 6.55 First 0.00 0.0 Wind 0.00 0.00 0.0 Wind 0.00 E3ase She��r 5.51 22.97 22.97 6.86 22.97 22.97 Roof �6.42 kips � Seismic Second 6.55 k'°S _ �- Seismic First O.00 kips E- Wind Base " (Earth) FronUBack Direction Roof 16.42 k'°S E Seismic Second 6.55 k'°6 E Seismic First 0.00 E Wind . . ; (Earth) Side Direction LDL (Non-Base) Ash Building Lateral 10-22.xis 20 !�f '�2 �x , 21 of 22 � NCP ii � naan � � . � � O�Y � t 411 MM . . . , � � . . � � Y �IB�IW�-IludmmO.FAfIN1 M�. 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IXOC � W WA WA .WA . NEVI6E FHIbE � K/� . . .. . , � . . . S 3]'.�q �OIVp � . . . MOD O.OU 1�8] � . . . . � . . . �! r � R �3q$S :LN�T�2URP�AN RVEa 5, TUKWi�.�4, w!� �8►6$ � �,4U0. 54F � R�VIEWED FOR CODE COMPLIANCE APPROVED _�c-p�i2 ��c��c oF �x�.� �i,�� Rc�F<<�� DEC 0 2 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 012016 � PERMIT CENTER ��1�� Engineers Te1:425-891-5111 16507 NE 50th St; Redmond, WA 98052 DESIGN CALCULATIONS . C�O�.DEN i�ORSF� NOE �,�R(�� AhiD ��'R�t� 13985 I nteru rba n Ave s Tukwila WA 98168 10/23/16 R�VIEWED FOR CODE COMPLIANCE APPROVED DEC 0 2 2016 City of Tukwila ' BUILDING DIVISION � � l�R+� � 71�►f� LT�i� � RE�EIV�D CITY OF TUKWILA NOY 2 3 2016 PERMIT CENTER po�—�0�-� Gravity Analysis LOCATION OF NEW 8"x20" ROOF ATTIC ACCESS LOCATION OF NEW 20"x30" ROOF ATTIC ACCESS (Ex) EXTERIOR — STAIR 1' � '�" ROOF SHEATHING w/ 8tl 6" AT ALL EDGES &12" AT INTERMEDIATE ' MFRD TRUSS AT 24" * R38 INSULATION ' (Ex) ROOF SHEATHING 1'-( 0 v 34'-0" 4'-9 1/2" 2'-8" 4'-9 1/2" 2'-8" 4'_0" 2x8 HF2 (2) 2x8 HF2(2) 2x8 HF #2 #1 #2 1'-0" 32'-0" \�/ ROOF PLAN SCALE 4" =1'-0" 2x8 HF #2 #3 1'-0" 8"x20" SCREENED VENTILATIONS 5(PLACES) 1'-0" FIELD VERIFY MINIMUM WINDOW HEADER SIZE EXTERIOR WALL BELOW �NTERIOR WALL BELOW �'-O" ROOFOVERHANG TYPICAL a �r � ''• r G�ViTY '',> ► �,► r. � iyj �.� r"t r '�r-' t./ � rl 1 �,/ C� r5 �� 1 �, o ��F 2 5.� ps� �. UtI�N��v N�� -' � UI Srt, ��'� t I' � 2� � ��T, .� ��" ... . .� �1 _�..�.�..�..,...�..... ,�- W__ � `' � �C� .� �t C. _� � � � M�N� �2� 2xd �t�2 �; U+1 ��v.�ew D�s�. — _ ,� . �� 6 � � . '��t�f ,p ��. c� M IN (�� 2xf� � �`�-1 0�2 �'rcla �F2 , � F�0 R T E� MEMBER REPORT Level, 1. �ndowHeader4'-0 2 piece(s) 2 x 8 Hem-Fir No. 2 + 0 Overall Length: 4' 7" — --- -- — — ---- ---., , . . - : : =,, , � � ,, � , - -- ----- --- 4 — -- - — -- --'� 0 � All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. + 0 • Deflection criteria: LL (L/360) and TL (U240). • Braarg (Lu): All wmpressfon edges (top and bottom) must be braced at 4' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral b2cing is required to achieve member stability. • Applicable calculations are based on NDS. • Blaking Parrels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Weyerhaeuser�Notes�_�, : ;:.�� `._ �`. _�: �` `„`�.�:_ - '�.�, �°;� i,. � .��; Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser produc[ design criteria and published design values. Weyerhaeuser expressly disclaims arry other warrantles related to the software. Refer to current Weyerhaeuser lite2ture for installation details. (www.woodbywy.com) Accessories (Rim eoard, Blaking Panels and Squash elaks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or hamer is responsible � assure that this plculation is compatible with the overall project. Products manu(actured at Weyerhaeuser facilitles are third-party certified to sustainable foreshy standards. Weyerhaeuser Engineered Lumber Products have been evaluabed by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servicesJs_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes ken nguyen ntp engineers (425)891-5111 microjob�gmail.com PASSED System : Roaf Member Type : Drop Beam Building Use : Residendal Building Code : IBC 2012 Design Methodology : ASD Member PitCh: 0/12 (I� SUSTAINABLE FORESTRY INITIATIVE l 10/23/2016 2:19:43 PM Forte v5.1, Design Engine: V6.5.1.1 c,ofocN HuuesNoe�-As►�eiJdit�g-4te Page 1 of 1 ��'O p� c" MEMBER REPORT Level, 2. �ndow Header 5'-0 �� 2 piece(s) 2 x 8 Hem-Fir No. 2 + 0 Overall Length: 5' 7" : . . -- -� - - . . __- - — - , . � 'll , � , . �I � �I -------- --- . - —_ — -` � 5' . � 0 All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. + 0 • Deflection aiteria: LL (L/360) and TL (U240). • 62cing (Lu): All wmpression edges (top and bottom) must be braced at 6" o/c unless de�iled otherwise. Proper attachment and posidoning of lateral bracing is required to achieve member stability. • Applicable calculadons are based on NDS. • Blocking Panels are assumed to prry no loads applied direcUy above them and the futl load is applied to the member being designed. Weyerhaeuser Notes ` : . :. , . . , . , ; . . Weyerhaeuser wartants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warrandes related to the software. Refer to current Weyerhaeuser lite2ture for installation details. (www.woodbyvry.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a desi9n professional as determined by the authority having jurisdiction. The designer of record, builder or fiamer is responsible to assure that this calculadon is compatible with the overall project. Products manufactured at weyerhaeuser fadlities are third-party certlfied bo sustainable foresUy standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evalua6on reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product applicadon, input design loads, dimensions and support informadon have been provided by Forte Software Operator Forte Software Operator Job Notes ken nguyen ntp engineers (425)891-5111 microjob@gmail.com PASSED System : Roof Member Type : Drop Beam Building Use : Residendal Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 (I� SUSTAINABLE F�2ESTRY INITIATIVE � 10/23/2016 2:19:59 PM Forte v5.1, Design Engine: V6.5.1.1 �iulDEa i+c�ses�►o��te Page 1 of 1 �� F�0 R T E m MEMBER REPORT Level, 3. Winodw Header 6'-0 2 piece(s) 2 x 10 Hem-Fir No. 2 + 0 Overall Length: 6' 7" fi- � ' — - -- - . . - - -- - — ---- - . -- .r � - . . �� .. .�� . �, ��, . .. � . . . � :�t� --------�- ---- - -- ----- _ _. -._- _._ .._- :.7� ,_ s � All locations are measured from lfie outside face of left support (or left cantilever end).All dimensions are horizontal. + 0 • DeFlectlon criteria: LL (1J360) and TL (U240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 3' 11 15/16" o/c unless detailed otherwise. Proper attachment and positloning of lateral b2ang is required to achieve member stability. • ApplicaWe calculadons are based on NDS. • Blocking Panels are aswmed to carry no loads applied directly above them and the full load is applied to the member being designed. Weyerhaeuser Notes` ': " - :: . � _ . � . , _- : .: _ , �. _ , , , �, _ ;. .,. , ; r Weyerhaeuser warrants tfiat the sizirg of its products will be in aaordance with Weyerhaeuser produd design criteria and published design values. Weyerhaeuser expressly disclaims arry other warrandes related to the software. Refer to curtent Weyerhaeuser lite2ture for instaliation details. (www.woodbywy.com) Attessories (Rim Board, Blocking Panels and Squash Blaks) are not designed by this software. Use of tfiis software is not intended Oo circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsiWe to assure that this calculaUon is compatible with the ove211 project. Products manufactured at Weyerhaeuser facilitles are third-party certified Go sustainable forestry standards. Weyerfweuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1367 and/or tested in aaordance with applicable ASTM standards. For current code evaluadon reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product appliotlon, input design loads, dimensions and support informaUon have been provided by Forte Software OperaOor Forte Software Operetor Job Notes ken nguyen ntp engineers (425)891-5111 microjob@gmail.com PASSED System : Roof Member Type : Drop Beam Building Use : Residentlal Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 [Z� SUSTAINABLE FORESTRY INITIATIVE � 10/23/2016 2:20:44 PM Forte v5.1, Design Engine: V6.5.1.1 �tUIDE�1110RSES��= ��`4t@ Page 1 of 1 � i/I F�0 R T E� MEMBER REPORT Level, 3a. �nodw Header 6'-0 i piece(s) 4 x 10 Hem-Fir No. 2 Overall Length: 6' 7" + � o __ . _ �-- ------ -- -�— --- - -- --------- - � _ , , � �'. � �I � �. 6' � a o All locations are measured from the outside face of left support (or left cantllever end).All dimensions are horizontal. + 0 • DeFlectlon criteria: LL (L/360) and TL (L/240). • Bradng (Lu): All wmpression edges (top and bottom) must be breced at 6' 7" o/c unless detailed otherwise. Prnper attachment and positloning of late2l b2cing is required to achieve member stability. • Applicable calculations are based on NDS. _ _ __ __. _ . Bearing Length Loads to Supports (Ibs) Supports rorai AvailaWe aeyu�red oead �e Tomi nccessor�es 1- Stud wall - SPF 3.50" 3.50" 1.89" 784 1893 2677 Blocking 2- Shid wall - SPF 3.50" 3.50" 1.89" 784 1893 2677 Blocking • Blocking Panels are assumed to carry no loads apptied directly above them and the full load is applied to the member being designed. Tributary Dead Roof Live 1 ' LOd(lS Lowtion (Side) Width (0.90) (non-snow: 1.25) Comments � 0- SeH Weight (PLF) 0 to 6' 7" N/A 8.2 1- Un'rform (PSF) 0 to 6' 7" (Front) 23' 10.0 25.0 Roof Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its productr will be in accordance with Weyerhaeuser produc[ design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantles related to the soRware. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blaking Panels and Squash Blaks) are not designed by this wftware. Use of this wftware is not intended to drcumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculatlon is compatlble with the overall project. Products manufactured at Weyerhaeuser facilitles are third-party certlfied to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluabed by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluadon reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product applicadon, input design loads, dimensions and support informatlon have been provided by Forte Software OperaUor Forte Software Operator Job Notes ken nguyen nfp engineers (425)891-5111 microjob@gmail.com PASSED System : Roof Member Type : Drop Beam Building Use : Residentlal Building Code : IBC 2012 Design Methodology : ASD Member Pitch: OJ12 {Z� Sl15TA1NABlE FORESIKY INITIATIVE l 10/23/2016 220:33 PM Forte v5.1, Design Engine: V6.5.1.1 CyOID� j/GR4ESNOE` "��te Page 1 of 1 Lateral Analysis 10/23/2016 Design Maps Summary Report �� Design Maps Summary Report User-Specified Input �a��N ��Es�,aE Reaa�� Report Title Sun October 23, 2016 22:06:38 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.4781°N, 122.26224°W Site Soil Classification Site Class D-"Stiff Soil" Risk Category I/II/III S �� ._ . - - , t i � �. � � _ --- �_ ,� �� _F� F r � `` Billftll'1� ``� �' 1l�sttc�r� � � � q sF�+rn� ; :� � TACOiG 9VTL : . IU�f'ORT •� �; � _ � C�es MQ�es� �� , . � .,- �,�: USGS-Provided Output HAFWG; f!D Kf1MG �plNTL � - I �, F� � - .�,;, { SS = 1.478 g SMS = 1.478 g Sps = 0.985 g S1 = 0.553 g SM, = 0.829 g Spl = 0.553 g 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. MCEA Response Spectrum 1.65 1.50 1.35 1.20 1.05 � 0.90 y 0.75 0.60 0.45 0.30 0.15 o.00 0.00 0.20 0.40 0.6D O.BD 1.00 1.20 1.40 1.6D 1.80 3.OD Period, T (sec) Design Response Spectrum i.io 1.00 0.90 0.60 0.70 A 0� D.60 N 0.50 0.40 0.30 D.2D 0.10 o.00 D.00 0.20 O.�Q 0.6D 0.80 1.00 1.�0 1.10 1.60 1.80 2.00 Period, T (sec) Although this information is a product ofthe 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. http://ehp1-earthquake.cr.usgs.gov/designmaps/us/sum mary.php?template=m ini mal8�latitude=47.478103&longitude=-122.26224&siteclass=3&riskcategory=0& .. 1/1 NO UPLIFT PRESI EASTI ELEVATIONS. E) WALLS ARE ADE (NO UPGRADE EAST ELEVATION SCALE 4" = 1'-0" IYVILJ. VVI'll\UIVIILIVVI SCALE 4° _'I �-O° SHOWN FOR CLARITY WEST ELEVATION SCALE a' = 1'-0" �IN r in 2'-0 CONTRACTOR FIELD VERIFY MINIMUM WINDOW HEADER REQ'D AT NORTH AND � SOUTH ELEVATIONS s� SWs S1 SW6 G x / / S2 S3 sws sws / / i / S2 53 SW6 SW6 v _ 14�-0" 1'-CL 32'-0„ ��_�� SOUTH ELEVATION SCALE d' = 1'-0" NEW ROOF 2�-�� IN r � EX ROOF 'E CEILING ��-O�� 0 ao UPPERFLOOR 1'-0" 0 e� GUTTER (4) UTS NTP Engineers Made By: 16507 NE 50th St - Redmond, WA 98052 Checked by Te1:425-891-5111 Project Name:. escnp ion: G-roIOC-'+J i{dzseSfi�s RC-Rcx�F Date: Date: Desiqn Criteria: Code: International Building Code, 2015 edition National Design Specification for Wood Consfruction 2010 edition American Concrete Institute, 318-14 edition American Society of Civil Engineers, 7-10 edition Proiect Site: 13985 Interuban Ave S Tukwilla WA 98168 Seismic: Wind: Latitude = Longitude = 10/21/16 Sheet No. IBC 2015 NDS, 2010 ACI-318, 2014 ASCE 7-10 47.478103 -122.26224 R= 6.5 Bearing wall system, Wood structural panel walls Mapped Spectral Acceleration, Ss = 1478 (See attached print out) Mapped Spectral Accelerafion, S1= 0.553 Soil Site Class = D Exposure : 8 Basic Wind Speed = 110 mph Speed Up Factor Kzt = 1 Live Loads: Roof = 25 psf (Snow) Floor Residential = 40 psf Decks = 60 psf Balcony = 60 psf Soils: Values Assumed by Owner: Soil 8earing = 1, 500 psf Active Soil Pressure = 35 pcf Passive Soil Pressure = 250 pcf IBC Soil Profile Type = S d Frost Depth = 12 inches SRB Table R401 SRC Table R403.3 NTP Engineers Made By: 16507 NE 50th St - Redmond, WA 98052 CheCked by Tel: 425-891-5111 Project Name� escnp ton: C�O�-DEN �'2SCSµOE itE(CC(�� Roof Assemblv Dead Load: Roof Material 1.0 psf 1l2" Plywood Sheathing ................ 2.5 psf Wood Trusses at 24" o.c .................. 2.5 psf Insulation .................................... 0.5 psf Existing Roof 3.0 psf Miscellaneous ........................... 0.5 psf Total .......................................... 10.0 psf Floor Assemblv Dead Load: Flooring .................................... 1.0 psf 3/4" T& G Plywood ........................ 2.5 psf Floor Joist at 16" o.c .................... 3.0 psf Insulation 0.5 psf (1) Layers of GWB ........................... 2.5 psf Miscellaneous ........................... 0.5 psf Total ........................................ 10.0 psf Deck Dead Load: Decking .............................. 4.0 psf Miscellaneous ........................... 2.0 psf Total ..................................... 6.0 psf Exterior Wall Assemblv Siding 2.5 psf 2x6 at 16" o.c .............................. 1.7 psf Insulation .................................. 0.5 psf 15/32" Plywood Sheathing ............... 1.5 psf (1) Layers of 1l2" GWB ................... 2.3 psf Miscellaneous ........................... 0.5 psf Total.......................................... 9.0 psf Interior Wall Assemblv (2) Layers of 1/2" GWB ................... 4.4 psf 2x4 at 16" o.c ................................ 1.6 psf Insulation ......................................... 0.5 psf Miscellaneous ........................... 0.5 psf Total.......................................... 7.0 psf Use DL = Use DL = Use DL = Use DL = Use DL = 10121/16 Sheet No. 10.0 psf NIA 12.0 psf NIA N/A 6.0 psf 9.0 psf 72 plf 7.0 psf 56 plf NTP Engineers Made By: 16507 NE 50th St - Redmond, WA 98052 Checked by: Tel: 425-891-5111 Project Name: Description: IBC 2012 Cyci.DFN Tiarts�siao� ac'� Basic Wind Speed, V35 = 110 mph Exposure = B Risk Category = II Roof Slope = 1.5 :12 Loads FronUBack - Width (ft)= 32.0 ft Loads Side - Width (ft) = 44.0 ft Eave Height = 18.0 Mean Roof Ht. = 11.0 ft Edge Strip Width, a= 3.2 ft End Zone Widths = 6.40 ft Wind Speed Up Kzt = 1.OQ Date: 10/21/16 �Job No.: Date: Sheet No.: Wind Base Shear Fastest Mile from 110 mph (IBC 2015, Section 1609.4) ASCE 7-10 {26.5-1A} = 7.13 degrees Roof Profil Gable Roof Profii Gable (Figure 1609.6.2.1 note 10) (2'a) Wind Base Shear G�pEn! {{G,�� —° -�..9 -Lateral 10-22 xls NTP Engineers Made ey: 16507 NE SOth St - Redmond, WA 98052 Checked by: Tel: 425-891-5111 Project Name: Description: IBC 2012 C�oI�Fu ;rlGttSES+++G> Rc-R�t� WIND FORCES: FrontlBack Direction: Date: 10/21116 Date: Wind Base Shear No.: et No.: Location Width Height Plane Kz Cnet Pnet Force Min Force feet feet pressure (ps kips W kips W ROOF Top Roof to Plate 32.0 2.00 (wail) 0.61 0.94 17.9 1.1 1.0 Plate to Mid 2nd Story 32.0 4.00 (wall) 0.59 0.94 17.0 2.2 2.0 SECOND Mid 2nd to 2nd Floor 32.0 4.00 (wall) 0.59 0.94 17.0 2.2 2.0 2nd Floor to Mid 1st Story 32.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 FIRST Mid 1st to 1st Floor 32.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 1st Floor to Mid Base 32.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 Total Wind Base Shear (kips), WFB = MinWind Base Shear (kips) WmmF�e= Controling Wind Base Shear (kips) WF1e = Side Direction: 5.5 5.1 5.5 Location Width Height Plane Kz Cnet Pnet Force Min Force feet feet pressure (ps kips W kips W ROOF Top Roof to Plate 44.0 3.00 (wall) 0.61 0.94 17.9 2.4 2.1 Plate to Mid 2nd Story 44.0 2.00 (wali) 0.59 0.94 17.0 1.5 1.4 SECOND Mid 2nd to 2nd Floor 44.0 4.00 (wall) 0.59 0.94 17.0 3.0 2.8 2nd Floor to Mid 1st Story 44.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 FIRST Mid 1st to 1st Floor 44.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 1st Floor to Mid Base 44.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 Summary: Wind Forces W LEVEL WFB WSIDE ROOF 3.3 3.9 SECOND FLOOR 2.2 3.0 FIRST FLOOR 0.0 0.0 Total 5.5 6.9 Total Wind Base Shear (kips), Wsbe = MinWind Base Shear (kips) Wmin side = Controling Wind Base Shear (kips) We;ae = Wind Base Shear �ya��N ��s�� iftg Lateral 10-22.x1s 6.9 6.3 6.9 NTP Engineers Made By: 16507 NE 50th St - Redmond, WA 98052 Checked by: Tel: 425-891-5111 Project Nam DesCription: CiULDEN rfakSES�}ac �ZERrv� DEAD LOAD WEIGHTS FOR SEISMIC CALCULATIONS: Unit Roof Weight: 10 psf Unit Floor Weight: 12 psf Unit Exterior Wall Wt: 9 psf Unit Interior Wall Wt: 7 psf Date: 10121116 �Job No.: Date: Sheet No.: Rho Factor (p ) Per IBC 1617.2.2 Front Back Side Side 2nd Story = #oiv�o! �.oa 1st Story = i.00 �.00 Basement= �.00 �.00 Max = #DIVIO! 1.04 LOCATION LENGTH HEIGHT UNIT WT. Total Wt. Sub-Total ROOF LEVEL (Ibs) (kips) Roof Area = 1564 1.000 10 = 15,640 Ext. Wall Below 150 4.0 9 = 5,400 Int. Wall Below 200 4.0 7 = 5,600 auerage 26.6 Kips 17 3RDLEVEL FloorArea= 1408 1 12 = 16,896 Low Roof Area = 0 1 10 0 Ext. Wall Above 150 4.0 9 = 5,400 Int. Wall Above 200 4.0 7 = 5,600 Ext. Wall Below 0 4.5 9 = 0 Int. Wall Below 0 4.5 7 = 0 average 27.9 Kips 20 2NDLEVEL Floor Area = 0 1 12 Roof 0 Low Roof Area = 0 0 10 0 Ext. Wall Above 0 4 9 0 Int. Wail Above 0 4 7 - 0 Ext. Wall Below 0 4.5 9 = 0 Int. Wall Below 0 4.5 7 = 0 average 0.0 Kips N/A 1ST LEVEL Ext. Wall Above 50 0.0 9 - 0 Int. Wall Above 1 0.0 7 = 0 0.0 Kips STRUCTURE WEIGHT FOR SEISMIC BASE SHEAR: 54.5 Kips TOTAL WEIGHT OF STRUCTURE: 54.5 Kips Seismic Weights CcY.�u �,�*Ce-�sf�-B�ildiRg Lateral 10-22x1s psf osf psf NTP Engineers Made By: Date: 10121116 Job No.: 16507 NE SOch St - Redmond, WA 98052 Checked by: Date: Sheet No.: Tel: 425891-5111 aro�ea Name. Description: Seismic Story Shear IBC 2015 - ASCE 7-05 Equivelant Lateral Force Analysis per IBC 20151616.6/1617.4 �ASCE7 9.5.5 (ref table 9.5.2.5.1) ��p�,� ��Sµ�� Seismic Use Group = I from BC 20151616.2.1 Site Classifcation = D From IBC 2015 Table 1615.1.1 Referto attached sheet for Map specified variables Ss = 1478.0000 Fa = 1.000 From attached sheef S, = 0.5530 Fv = 1.505 From attached sheet Sos = 985.333 = 0.67'F e'S 5 ASCE 7 Eq 11.43 So� = 0.555 = O.6T`F �'S � ASCE 7 Eq t t 11.44 Building Height, h� = 14.0 ft Building Period Coefficient, CT = 0.020 ASCE 7-10, Table 9.5.5.32 Approx. Fundamental Period = 0.145 (�rlh�)� ") ASCE 7-10, EQ 9.5.5.3.2-1 Response Modification Factor, R= 6.5 ASCE7-10 Table 12.2-1 Occupancy Importance Factor, IE = 1.0 ASCE 7-10 Table 1.5-2 Seismic Design Catergory = D ASCE 7-10 Table 20.3-1 Redundancy Factor, r= Calculation Required IBC 20151617.2 -� ASCE 9.5.2.4 (fronUback) (side/side) Calculated Redundancy Factor, r= 1.00 1.00 (From Seismic Weights Sheet) Seismic Resoonse Coefficient Ca = Sp�/R/l Cs = 151.590 ASCE 7-10, EQ 12.6-2 Roaf Roof �:, ru�x = SoiR��) �s, nau = 0.590 Third Seismic Resaonse Coefficient, Minimum Secand Cs, MIN' O.OMiSOS'� �s, MiN = 43.355 �s = 0.590 Seismic Base Shear , V= 0.590 W Dead Load W= 54.5 kips V = 32.2 kips (fronUback) (side/side) E= rV = 22.97 22.97 kips Vertical Distribution per ASCE7 - 9.5.5.4 Story Total Story Fror ASCE 7-10, EQ 12.&2 ASCE 7-10, EQ 9.5.5.2.13 ASCE 7-10, {t2.8.1} 42% IBC 20151617.1 -� ASCE 9.5.2.7 IBC 20151605.3.2 Floor Height Height Weight Story Force Story Force Story Shear Story Shear H h. W. W.h.k Fi Fi E/1.4 E/1.4 Fi/YVx (ft) (ft) (kips) (k-ft) (kips) (kips) (kips) (kips) Roof 5.00 21.00 26.6 559 16.42 16.42 16.42 16.42 62% Third 0.00 8.00 27.9 223 6.55 6.55 22.97 22.97 23% Second 8.00 8.00 0.0 0 0.00 0.00 22.97 22.97 #DIV/0! First 0.00 0.00 0.0 0 0.00 0.00 0.00 0.00 #DIV/0! k =. 1.0 SW.h,k = 783 Seismic Story Shear �� 5��Lateral 10-22.x1s NTP Engineers Made By: Date: 10121116 Job No.: 16507 NE 50th St - Redmond, WA 98052 Checked by: Date: Sheet No.: Tel: 425-891-5111 Project Name: Description: Lateral Design Loads , ItSI, LU I L (�OLpEIU i16�E R�ito�s'r FronUBack Forces Side Forces Level Wind Seismic Governing Story Wind Seismic Governing Story WFB(kips) E(kips) Force Force Ws�kips) E(kips) Force Force Roof 3.33 16.42 Seismic 16.42 3.86 16.42 Seismic 16.42 Second 2.18 6.55 Seismic 6.55 3.00 6.55 Seismic 6.55 First 0.00 0.0 Wind 0.00 0.00 0.0 Wind 0.00 Base Shear 5.51 22.97 22.97 6.86 22.97 22.97 16.42 k'PS Seismic 6.55 k'PS Seismic O.00 kips Wlnd (Earth) FronUBack Direction Roof � Second FIfSt ��;�� :<�:� �� >r�� ;. x�.r Side Direction LDL (Non-Base) C��N �SQr�a� Lateral 10-22.x1s � s.4Z kips F- Seismic 6.55 "'PS F- Seismic �.�� F- Wind (Earth) � � y w� � � � � , � 3 � �,ti�'>��' � `� - Z N o O F � o � g' o o '� � � f O 0 0 0 0 o u cQi $? � e �' .. �� _ � � � m � �m F u� u� o o m �� 3? _ O u n � 0 � i O v o c o o g� .�. _ o 0 � m O 0 0 0 0 0 3 o V s a�ooS�'= �a' � o � 3 o � 0 0 0 0��i o � �� x rn w�n o o �o � � o � 0 0 o g g g p� � a � q �o �v o �' m � 3 rn m m rn T r� O N m m m m m�" r 3 ��"s�"n� 's '•ii0 n S� H D D$$ f � i '.� m i."�'ai�.i jy'e ='9 o � N � � � � � 3 N m m i i � 3 mgg>� � s A 'a,�d'' „'.'n.'r m � � �° m`B&�;�-�" ^ � m m m m m m m-i 2 3 3 4 3 S 3 3 m F � � a N� O D D� S m � n :S$nn�i5 m E 's s a D a a D E : f � � � m � F � e „N'vm<� °� q� m � obb o0 cic� c�—�, ��c� '� o K . . 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HD of wall Force �t Wail Mchor WindowS4ap D(ft) Width�fl) IBC161722 Height�ft) loEdge(ft) Opening(ft) (ft) V�kipe) VQcipa) DL(kl� DL�kIQ Shar�pll�- R=PwIH Shar�plp OTMpc-ft) QcB) HD(kipa) Type Typa Qnches) Window(k) Type BoMs Force-Tnnefer 2 Ni 475 000 053 0.00 0.00 0.00 22.OQ 0.5000 1.64 574 0.14 0.49 7209 1.00 1209 88.63 372 19.98 Both WG 4.50 IUA REVISE REVISE NIA 2 N2 475 0.00 0.53 0.00 OAO 0.00 22.00 0.5000 1.64 574 022 0.46 1209 1.00 1209 88.fi3 3.45 20.04 Both NIG 4.50 !llA REVISE REVISE !UA 2 ic 0,00 000 0.36 0.00 OGO 000 000 0.0040 0.00 0.00 0.14 0.49 821 !llA NIA 0.00 0.00 0.00 Both !llA !llA !llA REVISE REVISE NIA 2 id OAQ 0.00 OGO Q00 000 0.00 006 0.0000 000 0.00 0.14 0.49 0 WA NIA 0.00 0.00 0.00 Both !llA NIA WA REVISE REVISE NIA 2 S1 4.00 D.00 022 0.00 000 000 2200 0.1735 0.57 2.00 0.14 0.49 499 0.89 562 3083 2.64 8.05 Both HWB 4.25 NIA SW-2 12-OC,2x WA 2 S2 15.00 000 022 000 U.00 000 2200 06522 2A4 7.49 0.14 049 d99 1.00 499 115.61 37.OB 5.42 Both PHD6 6.98 !UA SW-2 12-OC,� WA 2 S3 400 000 0.22 000 0.00 000 220u 0.1739 OS7 2.00 0.14 0.49 498 0.89 562 17.98 2.64 4.38 Both STHD10 5.00 IllA SW-2 12-OQ2c !UA 2 4d 000 0.00 000 0.00 0.00 0.00 U.00 0.0000 0.00 000 0.14 0.14 0 !llA WA 0.00 0.00 0.00 8oth !UA NIA NIA REVISE REVISE IllA 2 4e 0.00 000 OAO 0.00 p00 Q00 ODO 0.0000 0.00 000 0.14 0.14 0 !llA WA 0.00 0.00 0.00 Both IllA !UA !llA REVISE REVISE WA S 32.50 �ma= 0.53 44.00 6.55 22.97 Basement SWry Shearwalls (SidaSide Direction) Side D"uection Slorysheer�kips)= 0.00 Accumulaledshear(kips)= 22.97 Slayheight(fl)= 9M LeterelControllingF/B: NREF! 0.67 TatelWidih(Ft)= 44.00 HeighNNidih From end Slory WaII Wali Opening �m.. Opening Opening (max) Pl�b b Tri6.Widlh �%Shuing Story Sum Story Sum Panal Reduction (i) Deaign P�nel Sum RM Resultanl Allow. HD of walt Forae at Wall Mchor WindowS4ap DQt) Width�fl) IBC161722 Height(ft) toEdge(H) OpenlnBlH) (ft) V(kipn) V�kipa) DL�kM) DL�klf) Shear�DlQ R=PwIH Shear(DIQ OTM(k-(Q (kA) HU�kipc) Type Type (Inches) Window(k) Type Botta force-Tnneler 7 Ni 475 0.00 0.36 0.00 OA� 0.00 22A0 0.50 0.00 4.11 010 0.69 864 7.00 880 125.58 5.19 28.39 Bolh NIG 4.50 WA SW-33 16-OC,3x NIA 1 N2 4�5 0.00 035 000 0.00 000 2200 050 0.00 4.11 020 0.69 BBC 1.00 881 36.95 5.19 7.47 Both HDOB 425 !llA SW33 i6-OC,3x fllA 1 1c 000 0.00 0.36 000 0.00 0.00 2200 0.60 0.00 0.00 020 0.69 821 WA NIA 0.00 0.00 0.00 Both WA NIA NIA REVISE REVISE fllA 1 1d D00 000 #DIVlO! 0.00 000 0.00 0.00 0.00 0.00 0.00 020 069 110N101 NIA NIA 30.83 0.00 d1.85 Both WA IllA !UA REVISE REVISE IllA 1 St 400 000 �22 0.00 006 0.00 2200 0,17 000 2.00 020 0.69 499 OAB 7116 13359 3.68 97.74 Both NIG 4.50 !UA REVISE REVISE NIA i S2 i5A0 D.00 0.04 D.00 000 0.00 2200 0.65 0.00 1.43 020 069 95 1.00 95 30.83 5178 -1.45 Both WA !llA NIA SW8 48-OC,7�c !llA 1 S3 4.00 0.00 022 000 0.00 000 2200 0.17 0.00 2.00 020 0.69 489 0.18 4746 1798 3.68 6.08 Both STHD10 5.00 tUA REVISE REVISE WA 1 4d 000 0.00 0.00 000 0.00 0.00 O(k7 0.00 0.00 0.00 020 O.fi9 0 WA NIA O.OD 0.00 0.00 8oth !llA WA WA REVISE REVISE WA 1 4e 000 D.00 0.00 OGO 0.00 0.00 0.0� 000 0.00 0.00 020 0.69 0 WA WA 0.00 0.00 0.00 Both WA fllA IllA REVISE REVISE !UA S 32.50 �mo= #DIVIO! 44.00 0.00 13.63 t y P� �� Pe�tl�t @110 � ' F��i�i r��rj��:� `�?ii''�3+: rS t � e� a!�+sni.t in nrrn.�n ��.� �� .,�� . t. . . .i 1 �n Approv�l of ��r�s�r�;��;c�n da ;�m�n�� does n�t ��ff�os��s the violation af any acio�t�d code or orcfinance. Rec�i��t af aRpraved Fieid Copy and condi�ian� is acknowfed��: a,�. , �at�: ,' .,��. l,�__ City of Tuk�vila BUtLD1NG DIVlSiON u � �❑ � � 98'-0" o, 0 �000� '_7 � ld" '�d' PROPOSED 1560 SF MONO SLOPE � o,� � t7 Q � ° � o 8 ° �o°� ba8a 9'-4 � �� SITE PLAN r s SCALE 1- 20 ��a�;'."�.�p�: FA�: �'�iT i ;�C::�:► : �� r0£�: -r3 r��:�cnan;c� �Elsctric� ,C� Piumbing �Gas Pipir�g City of Tufcwila 3U!!_n�i�r' DIVISIODY �P V� � w...._..... _. -- --� REv�s�aNs No ck�an�� Y shas� h^ m-;de to the scvpe vf �vor',c ti�►ithc�;; �r��r a�proval of Tukti^�I�a Bui!din� Civisien_ . �'Oi'E: FLi��'.^�: �S �vill I'EQ!1;rE a ne�v p�an submittar an� m�y in�:ud� additior�al pt�n rev�ew f�es. r '�� yd °°�8.� �°o � /% ��: -C�oID�N H{�RSESt�UC �ERa�(= ;�: C-ONSTRUCT 1560 SF MONO SLOP ROOF �S�BJECT SITE ADDESS; - 139851NTERURBAf�=7��-E=�---� TUKWILA WA 98168 � ,LEGAL DESCf�I PTI��J : ! HILLMANS SEATTLE GARDEN TRS P BLK 8� 8 8� POR VAC 57TH AVE S�►S-FOLG= BE T N N ,� % OF SWLY LN OF INTERURBAN AVE S WY 5 M WITH NWLY LN OF SELY=50=f1'-1N=111�ID OF OT ,�14" BLK 8 TH S 45-05-00 W ALG NWLY N SD ELY ��J� 50 FT & ITS EXT THEREO€-100 F_T-�-�i 44-55-00 W 100 FT TH N 45-05-00 E 100 FT TO SWLY LN OF ,� INTERURBAN AVE TH S 44-55-0 r rn � TPOB �-�--� — -R�'VIEWEDI FOR�' �-%PARCEL TAX I D#_-_33 go��2� COMPLIAN�E --- ��Rov�� jLot ^Coverac�e: J Existing Buildmg � % � , DF�Cf.O 2 2016 �, � �� % Total I of 7ukwila Lot--Size G DIVISION �-i% of Lot RECF_IV��. I ,��.�.�� CfTY OF 7UKYYILA =R# 2� � NOV 2 3 2016 �( �-� P'� � /� i��RMIY CEN�'ER �� , w� � ,_, � -- � f / � �� ROOF TRUSSES: I. TF1E TRUSSES SYIALL BE DESIGNED BY TF1E FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON TI1E PLANS AND STRUCTURAL NOTES. ALL DESIGNS SFIALL BE IN ACCORDANCE WITfi ALLOWABLE VALUES A591GNED BY Tt1E IRC 201 5. CONCENTRATED MECHANICAL ROOF LOADS SFIALL BE INCLUDED IN TNE DESIGN. VERIFY WEIGIITS AND LOCATIONS WITH TI1E ARCFIITECT. 2. SF10P DRAWINGS AND CALCULATIONS SFIALL BE SUBMITTED TO Tt1E ENGINEER FOK APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATION SNALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. TF1E DRAWINGS SYIALL SF10W ALL CRITICAL DIMENSIONS AS WELL AS ThiE LOADS Tt1E TRUSSES ARE DESIGNED TO SUPPORT. TF1E TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITIi TFiE PLANS, APPROVED FABRICATOR DRAWINGS AND INSTALLATION SUGGESTIONS. CONTRP.CTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING TF1E TRUSSED, CONTIGUOUS LATERAL BRACING AND DIAGONAL BRACING PER TRU55 PLATE INSTITUTE RECOMMENDATIONS. FRAMING LUMBER: I. FRAMING LUMBER SNALL BE DOUGIAS FIR/LARCII NO. I FOR PO5T5. BEAMS, AND FIEADERS. NEM-FIR/IARCH N0.2 (OR BETTEP� AND STUDS, AND FiEM FIR N0.2 OR BETTER FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLE55 OTNERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPEQFICATIONS. 2. STRUCTURAL SIIEATHING SHALL BE APA RATED. EXPOSURE I SFIEATFIING CONFORMING TO EITt1ER COMMERCIAL STANDARDS PS I-83, APA PRP- I 08, OR VOLUNTARY PRODUCT STANDARD P52-92. SFIEATNING INDEXES AND TIIICKNE55 ARE NOTED ON TF1E PLANS. PROVIDE MINIMUM OF 3/e' EDGE DISTANCE ON ALL NAILS AND A%e' EXPANSION JOWT BETWEEN ALL PANEL EDGES. 3. NAILING SFiALL CONFORM TO TABLE R602.3( I) OF TF1E IRC 20I 5 UNLE55 NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SFIALL BE CUT OR NOTCIIED UNLE55 SPECIFICALLY DETAILED OR APPROVED IN WRITTEN BY TFiE STRUCTURAL ENGWEER. 5. USE DOUBLE JOIST UNDER WALLS OR PARTITIONS PARALLEL TO JOI5T5 UNLE55 SPEQFICALLY NOTED OTNERWISE. USE SOLID BLOCKING UNDER PARTITIONS PERPENDICUTAR TO JOISTS. E. MAXIMUM MOISTURE CONTENT SIIALL NOT EXCEED I 6% FOR ALL STRUCTURAL MEMBERS. 7. PROVIDE WASh1ERS UNDER 11EAD5 AND NUTS OF ALL 80LT5 AND IAG SCREWS BEARING ON WOOD. b. BOLT NOLES SHALL BE NOMINAL DIAME7ER OF BOLT PLUS %6" UNLE55 0T11ERWISE NOTED. LAG BOLT, PILOT NOLES SF1ALL BE PRE-DRILLED TO 60% OF TF1E NOMINAL DIAMETER OF TF1E IAG BOLT UNLE55 OTHERWISE NOTED. 9. ALL SILL PLATES SHALL BE BOLTED TO TF1E FOUNDATION WITFi 5/e' MINIMUM � BOLTS SPACED AT 48" O.C. MAXIMUM SPAQNG (EMBED 5" MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPEQFIC REQUIREMENTS WFIERE TF1EY OCCUR. I O. ALL FRAMING LUMBER IN CONTACT WITFi MASONRY OR CONCRETE SHALL BE PRE55URE TREATED (SEE NOTE I FOR MINIMUM GRADE INFORMATION). I I. EXTERIOR STUD WALL SF7ALL BE 2x6 AT I 6" O.C. UNLE55 NOTED OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED USING Zx4 AT I 6" O.C. BELOW TOP TV✓O FLOORS. STUD NONBEARING WALLS SHALL BE CONSTRUCTED USING 2x4 AT 24" O.C. UNLESS OTFIERWISE NOTED. SEE NOTE I FOR LUMBER GRADE OF STUDS AND PLATES. CARBON MONOXIE DETECTORS: FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE AIARM SHALL BE INSTALLED OUTSIDE OF EACti SEPARATE SLEEPING AREA IN TF1E IMMEDIATELY VICINI1l' OF TI1E BEDROOMS IN DWELLING UNITS AND ON EACi1 LEVEL OF TFiE DWELLING AND IN ACCORDANCE WITI1 TI1E MANUFACTURES DIRECTIONS. SMOKE DETECTORS: SMOKE ALAI2MS 511ALL BE INSTALLED IN TI1E FOLLOWING LOCATIONS: I. IN EACI1 SLEEPING ROOM. 2. OUTSIDE EACt1 SEPARATE SLEEPING AREA IN TF1E IMMEDIATE VICINITY OF TI1E BEDROOMS. 3. ON EACH ADDITIONAL STORY OF TI1E DWELLING, INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWLSPACES AND UNINIIABITABLE ATTICS. IN DWELLINGS OR DWELLINGS UNITS WITI1 SPLIT LEVELS AND WITIIOUT AN INTERVENING DOOR BETWEEN ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON TI1E UPPER FLOOR S11ALL SUFFICE FOR TI1E ADJACENT LOWER LEVEL PROVIDE Tt1AT Tf1E LOWER LEVEL IS LESS TI1AN ONE FULL STORY BELOW TI1E UPPER LEVEL. 4. SMOKE DETECTOS TO BE FIARWIRE, INTERCONNECTED WITh1 BATfERY BACKUP. . ► +� � �� .� , .��.,�. ,l�1i�JJ�1!�t a'l��/Ia'Ji��Ii�1a�i � � •/ � � �� SUBJECT SITE ADDESS: I 3985 INTERURBAN AVE S TUKWILA WA 98168 LEGAL DESCRIPTION: HILLMANS SEATTLE GARDEN TRS POR BLK 3& 8 & POR VAC 57TH AVE S AS FOLG• BEG AT NXN OF SWLY LN OF INTERURBAN AVE ST HWY 5-M WITH NWLY LN OF SELY 50 FT IN WIDTH OF LOT 10 BLK 8 TH S 45•05-00 W ALG NWLY LN SD SELY 50 FT & ITS EXT THEREOF 100 FT TH N 44-55-00 W 100 FT TH N 45•05•00 E 100 FT TO SWLY LN OF INTERURBAN AVE TH S 44-55-00 E 100 FT TO TPOB PARCEL TAX ID #: 336590-0230 Lot Covera�e: Existing Building s.f. 1408 Total I 408 Lot Size I 0000 % of Lot I 4. I Valuation of the Work Notes: Construction contract = $ 15,000 Administration contract = 2,000 Material = 13,000 Total = $30,000 ZONING 8c CODE INFORMATION Interurban Ave S 1. Jurisdiction : Tukwila 2. Present Zoning : Commercial Service 3. Parcel Number : 336590-0230 4. Code Information : All work shall conform to the following codes by all other governing laws, jurisdictions, ordinances and regulations 2015 International Building Code (IBC) 2015 International Fire Code (IFC) CONTACTS INFORMATION Owner: Trang Dao 13985 Interurban Ave S Tukwila 98168 Phone: 206-856-4421 Structural Design Engineer: 16507 NE 50th St Redmond, WA 98052 425-891-5111 Email: housedesign4u@outlook.com O O O O O O O O � O O O O O O L�l�'�'+�!� DEC 0 2 2016 City of i'ukwila BUILDING DIViSION RECEIVED �iTY O� TUKVVILA NOV 2 3 2016 ;�ERNIIT CENTER housedesign4u@outlook.com 4zsa�i-si i i LOCATION OF NEW 8"x20" ROOF ATTIC - ACCESS LOCATION OF NEW ?�.�� 19"x30" ROOF ATTIC ACCESS (Ex) EXTERIOR � STAIR 1' � � TORCH DOWN ROOFING OVER ROOF SHEATHING 1'-0 34'-0" �II IIIII IIIIII IIIIII ��I�� i�� iii��i iiii�i ��illl IIII � r i 4'-9 1/2" 2'-8" 4'-9 1/2" 2'-8" 4'_0" - � � _ �� —��-�_� — =�-1 II �I I� II II �I II �l c I I� JI II �I �-I - - � I II ii � I� I L r �I —�� —� i I ------ �I ��I�--�I II , � N I I I I I I I L ------ � � ��--- �� I� � �I �i = I �� . �'" I� �� II �I I� �I �� J � I� �� I (� _ L�-_—= �— —� -- -- _ —�J _ �_ T �_� �_� [- -c � 4'-0" 6'-0" � � 32'-0" _ � � 1'-0" � � 1'-0" > � � ROOF PLAN SCALE 4" =1'-0" � � 6"x20" SCREENED VENTILATIONS 5 (PLACES) 1'-0" OUTLINE EXTERIOR WALL BELOW INTERIOR WALL BELOW �'-O" ROOFOVERHANG TYPICAL REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 2 2016 R�C�lV C�� of Tukwila �lTY OF TU�LDING DIVtSION NOV 2 3 2016 �'ERiNIT CENTER housedesign4u@outlook.com azso=i-si i i LOCATION OF NEW 8"x20" ROOF ATTIC ACCESS LOCATION OF NEW 20"x30" ROOF ATTIC ACCESS (Ex) EXTERIOR — STAIR 0 v � '�6" ROOF SHEATHING w/ 8d 6" AT ALL EDGES &12" AT INTERMEDIATE �j MFRD TRUSS AT 24" {��• '�INSULATION ' (Ex) ROOF SHEATHING 1'-( 34�-�� 'SIMPSON TIE H2.5A r AT EACH END AT EACH TRUSS — I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I i I I i I I I I I I I I I IF SHEATHING DISCONTINUE, USE SIMPSON LTPS AT 8"x20" SCREENED 30" 4'-9 1/2" 2'-8" 4'-9 1/2" 2'-8" 4'_0" VENTILATIONS 5(PLACES) C-� C_ C=� -� _ C_7 � �'-Q" � (2) 2x8 H�F2 (2) 2x8 HF2(2) 2x8 HF2 (2) 2 HF2 (2) 2x8 HF2 � I I #2 #1 #2 1 #2 I I I, I I IELD VERIFY MINIMUM �/ � � (� I I C� I WINDOW HEADER SIZE �I I I o I I � EXTERIOBELOW �. ili ii c � _� n �\ I I INTERIOR WALL BELOW �� I � �'-c " � � � �-- — _ � ,.p� —I . � — — — I II � � ? I� � U �J� — — I I ,� o � � o� � � r � I �� II �" I� N o(C� �_� � ��—� ____— � � � I�L--- �� I�— �I � I I I - � cJ� �� I�� N � I I I I I SIMPSON TIE H2.5A I I I I I I I EACH TRUSS AT I � �� JJ � � � � I I #1 � � � � #3 � I �_(2�2x8 HF2� � L__ � L___�2) 2x10 HF2 J 2x SILL PLATE L C- ��' C-� C-� C- � C 7 � �'-O" ROOF OVERHANG 4'-0" 6'-0" TYPICAL _ � � 32'-0" -- - - --� �-- 1'-0" n 1'-0" �JI � � ROOF PLAN -� SCALE 4" = 1'-0" �1 �' ROOF TOP ELEV 52.5' ROOF PROFILE OPTION PER ROOF TRUSS _ ;,, MANUFACTURER '/rlll'/rlll/ GRADE 26.50� WEST ELEVATION SCALE a" = 1'-0" REMOVE t 3" CONT. (Ex) ROOF SHEATHING BEFORE R-�' ��' INSULATION PLACEMENT - - �"i - 1 1�" '19>; III <>Ili: '/. III '/r III % III % GRADE 26.75' NEW ROOf 2�-�� ROOF OP ELEV 47' � 1'-0" ri�v 11PP R FLOOR � 1'-0" 0 �o 'o FLOOR GRADE 27.00' ROOF PROFILE OPTION REMOVE ± 3" CONT. (Ex) ROOF PER ROOF TRUSS SHEATHING BEFORE R-2b � NEW ROOF MANUFACTURER INSULATION PLACEMENT 2�_p�� 12" 1 lZ" r ��d�� WEST ELEVATION DETAIL SCALE a" = 1'-0" illilll/Ili ��n� � b� -D FOR _ c �r Y'I..t/'1�:.i�+� APPR VED W' DEC 0- 2016 � UPPER FLOOR ukwila BUILDING IVISION ED � K�-�/ILA r GROUNDFLOOR N �� / Q c�o O - �� a ��r cE��rE� o °' ' � ��w � ,� C .� Z 3 g � "' � a � � � � a � �"� 10 23 1 E ��, Na 4 housedesign4u@outlook.com <zsasi-si i i . r NO UPLIFT PRES EAST ELEVATIONS. E; WALLS ARE ADE (NO UPGRADE NEW ROOF �IN � � EX ROOF 'I�-O� EXCEILWC �D UPPER FLOOR 1'-0' GROUND EAST ELEVATION WEST ELEVATION SCALE -e" = 1'-0" SCALE a' = 1'-0" � c-9 X Z 7x8 % F2 ) N1 '/r '/r / '/r '/r '/r '/r '/r '/r N2 fsws sws —r� — — — — � � �o o�o o � c o c > o „ ,, ,, „ ,, - „ ,, � C � C j _ � �^ 32'-0" � �_ � 4� NORTH ELEVATION NOTES: GUARDRAIL NOT SCAIE a" = 1'-O° SHOWN FOR CLARITY WALL WITH NEW SHEATHING AND NAILINGS 8" DIA THREADED ROD w/ PLATE WASHER'/a"x3"x3" BELOW TOP PLATE in WALL WITH NEW $HEATHING AND NAILINC�SO CONTRACTOR FIELD VERIFY MINIMUM WINDOW HEADER REQ'D AT NORTH AND SOUTH ELEVATIONS � 14 xa r�z' �i SOUTH ELEVATION SCALE �" = 1'-0" GUTTER UTS �allE D FOR "" �tR'I'LIANCE '� AP ROVED ��, .�,�, , � _ sWs sws DEC� 2 2016 UPPERFLOOR 1'-0" � City f Tukwila ,� , �S� , , S� BUILDI. G DIVISION SW6 �� 6 D o0 ��Y O� � RO DFLOOR 32�-0" \IA\T �1 4 �Ylii�'e_� � Q co � z o m O �ERMIT CENTER � a a � � w -«� O J C — W — 3 �� 6� ~ r7 V� °Ah 10 23 1 E � No 5 housedesign4u@outlook.com <zsa4isi i i ��a � WALL REFERENCED I PANEL EDGE —� NAIIJNG PER FDN DEiAIL, USE HDG NAILS INiO P7 SILL SHEAR WALL SCHEDULE R�� ,NE�n�, WALL SNEA7NING PANEL E�GE NWLING pqNEL EDGE SIDDS ANCHOR Ba-n qi TOP PLAff AT ROOF EAYE 70P PLATE (COMIAON OR GALV BOX NNLS) 5/8 P QABm 7' SW6 7/I6' APA PLY ONE SIDE Bd A7 6' O.C. 2x 48' OC. IN 2x PLATE Lip4 A7 24' O.C. RBC Ai i6' O.C. $W4 7 I6' APA VLY INJE 9DE Bd Ai 4" OC. 2. 32' O.C. M 2x PLAff pp4 Ai 16' O.C. RBC Ai 12' O.C. SW3 7/I6' APA PLY ONE 9DE Bd A7 3" O.C. 3e 16' O.C. IN 2x PLAIE �TP4 Ai 16' O.C. RBC A7 8" O.C. $WQ 7/16" APA PLY ONE 9DE 8d Ai 2' O.C. 3M 12' O.G IN 2x PLAIE �Tpd qi 12' O.C. RBC Ai 8' O.C. iW44 7/16" APA PLY TWU 9DE5 8d A7 4' O.C. EA $IDE 3x 24" O.C. IN 3x PLAiE �ipq pT 8' O.C. N.A. Ai ROOF EAYE iW33 7/16' APA PLY 7W0 $IDES 8d A7 3' O.C. EA SIDE 3x I6" O.C. IN 3x PUiE �7p4 AT 8' O.C. N.A. Ai ROOF EAYE ;W79 7/16' APA PLY iN'0 90E5 8d A7 2" O.C. EA SIDE 3x I6' O.C. IN 3x PLA7E L7P4 AT 6' O.C. N.A. A7 ROOF EAYE _ EDGE NAWNG 'PER i0P PLATE PLAiE 10N NAIL .1620 x 3.5 16d Ai 6° O.C. i6d Ai 4" O.0 I6d Ai 3' O.0 i6d Ai 2' O.C. ROWS I60 AT 4' O.C. ROWS i6d AT 3' O.C. ROWS i6d Ai 2' O.C. ' ALL PANEL EDGES TO OCCUR OVER INTERMEDIATE SHEATNING STUDS, PLATES, RIMS OR HORIZ. BLOCKING Sd AT 12' O.C. LOCATED AT 'Ye" SPACING IS RECOMMENDED LEAST %' FROM STUD EDGES AT ALL EDGE AND END JOINTS I i ' NAIL SHALL BE LOCATE AT LEASE %' � � FROMTHEPANELEDGES SSTAGGERED ' STAGGER NAILING ON 3x FRAMING E� i WHERE SHEATHING IS ON 80TH SIDES OR j I NAIL SPACING IS 3' O.C. OR LESS. ` � ' PANEL EDGE STUDS INDICATE THE (u9NIMUM I � i STUD WIDTH AT ABUTTING PANEL EDGES. { -(2) 2X STUDS ARE ACCEPTABLE I ' ALTERNATE 3x STUDS. `` �� i , : � : -(2) 2X STUDS ARE TO BE NAILED t } +: � TOGETHER WITH (2) ROWS 16d AT 6' O.0 ( �} �''' . j �� I( j }';.� f ,� FILLER STRIP IFREQUIRED , li f� f � :; i i 1 � I � i 1 V i�� APA RATED SHEATHING I i i �� APPLIED W/ LONG DIMENSION �� i � i� ACROSS STUDS . � � i i i � 'BLOCK' HORIZONTAL � ; i JOINTS IN PANELS USED .�i �, . FOR BRACING � APA RA1ED SHEATHING APPLIED W/ LONG DIMENSION PARALLEL TO STUDS 6' MIN. CLEARANCE SIDING TO GRADE �HOPoZ. SIDING APA PANEL WALL SHEATHING N.T.S. RECEI CITY OF T REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 2 2016 EDCity of Tukwila �Ir�1lL�ING DIVISIC7N ,--� NOV 2 3 2016 �E�t�11T CE+VTER housedesign4u@outlook.com +zsasisiii nterurban Ave S SIMPSON TIE H2.5A AT EACH END AT EACH TRUSS — IF SHEATHING DISCONTINUE, USE SIMPSON LTPS AT 30" — SIMPSON TIE H2.5A AT EACH END AT EACH TRUSS — ROOF TOP ELEV 52.5' ROOF PROFILE OPTION PER ROOF TRUSS ;,, MANUFACTURER i _ �_y—y—,—J _�(� ( �1 ��.( �� Y�� A �� n . i '/r - %/ "/i I � / I ;% III iG III ;' REMOVE ± 3" CONT. (Ex) ROOF SHEATHING BEFORE R�8'af�' INSULATION PLACEMENT — —��— 12„ ��.I�� i IV / IV ;% III / GRADE 26.50' \ (Ex) GRADE 26.75' WEST ELEVATI ON MID PT ROOF 49.91' SCALE a" = 1'-0" ROOF PROFILE OPTION REMOVE ± 3" CONT. (6c) ROOF PER ROOF TRUSS SHEATHING BEfORE R;'#$"�(q MANUFACTURER INSULATION PLACEMENT �z" � 12„ 2x SILL PLATE � � � � wi � sWs iiii„iiiiiiii 7'-0" ��,_q„ WEST ELEVATION DETAIL SCALE 4" = 1'-0" 44'-0�� NEW ROOF 2'-0„ ROOF OP ELEV 47' �IN n, � EX OOF ��EX EILING 1�-O�� V O � MIV LPP RFLOOR �� 1'-0„ 0 o� GRO N�FLOOR (Ex) GRADE 27.00' FOR �1' 0'�� City of= ukwila % ' ' �% �"3 BUlLDINC�° IVISION UPPER FLOOR — — — 1'-0,� D - `` $ � o � � � � � WVILA `° � . � � � � Q� o � GROUND FLOOR � - ! C � � fAIR , , � m = �=��.� � � w � _ x. s�� 3 Z �� Q �� o � � 'r' m �"� 10 23 16 SHEEf N0. � housedesign4u@outlook.com +zsa�i-si i i City of Tukwita Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 25, 2018 Trang Dao PO Box 16184 Seattle, WA 98116 RE: Request for Expired Permit Reinstatement — D16-0144 Golden Horseshoe Reroof & Repair —13985 Interurban Ave S Dear Trang Dao, This letter is in response to your request to re-open the already expired permit D16-0144. The Building Official has reviewed your letter and determined that the City of Tukwila Building Division will not be re-opening the permit. A notice was mailed to the designated contact for this permit (Trang Dao) a full month ahead of expiration (letter was dated and mailed September 5, 2018) which provided two options to keep the permit in good standing. The first was to continue construction and have an inspection and the second option was to submit for extension at least (7) days in advance of the expiration date. The request we did receive was received (2) weeks after the actual expiration of the permit. This is why your request for extension has been denied. In order for work to continue and inspections be conducted, a new permit will need to be issued. To do this, complete and submit a new application. As with the original submittal of the permit, this submittal will need to be made in person. If you have any concerns or questions, feel free to contact me in the permit center at 206 431-3670. If you wish to discuss the determination made, please contact the Building Official directly at 206 431- 3675. Sincerely, � �� _�'� Bill Rambo Permit Technician File: Permit No. D16-0144 Tukwila City Hal( • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 1U, �t U.. `La t$ a� � c R�m bo City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA. 98188 Re : Permit Application No. D9G -� 014�4- Golden H.orseshoe Ret��f ac ►��pai�' 13985 Interurban Ave S. Tukwila. Dear Mr bi Ii G�a��nho � RECEIVED OCT 15 �p'� �%�)MMUNITV UL- V�LUNMtW T� I'm writing this letter to request for extension of my application. Reason: I need more time to S�ave time waitin� fur the eov,�et�ti^ a�ailable, ar►�t �, �peeial arde� material , Thank you for your consideration . Sincerely Yours; �_. � ----�� -- Trang Dao PO Box l 6184 Seattle, WA. 98116 Tel: 206-856-4421 ] Request for Extension # � �� -l-C�-� ) 8 Current EYpiration Date: Extension request: 0 �pro�ed for �� days Denied ( �rovide explanaeion) Signature/Initials _ / �J�w «a wq s � t�� , i G) 'a � � O "',n 2 1908 9/5/2018 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director TRANG DAO PO BOX 16184 SEATTLE, WA 98116 RE: Permit No. D 16-0144 GOLDEN HORSESHOE REROOF & REPAIR 13985 INTERURBAN AVE S 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 10/2/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 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 10/2/2018, 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, �—J� Bill Rambo Permit Technician FileNo: D16-0144 6300 Southcenter Boulevard Suite #100 � Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Citv of i'"ukwita Department of Community Developmen# - Jack Pace, Dirertor March 22, 2018 Trang Dao PO Box 16184 Seattle, WA 98116 RE: Request for Extension #2 Permit Number D16-0144 Dear Ms. Dao, Attan Ekberg, Mayor This letter is in response to your written request for an extension to Permit D 16-0144. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 2, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, ► �/ �r � ; Bill Rambo Permit Technician File: Permit No. D 16-0144 Tukwila City Hall • 6200 Southcenter 8oulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov �. 9S� 201g i31r� �am6o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA. 98188 Re : Permit Application No. U 9C � 0�►44 Golden Horseshoe Re��f � ��pair 13985 Interurban Ave S. Tukwila. Dear Mr. 311I 1Za►mbo REC�iVLD CiTY aF TUK`�IIiLA► MAR 19 2018 PERMIT CENTER I'm writing this letter to request for extension of my application. Reason: l need more time to have a c�uoi,e fi^a�the Conlrae�r and �n!?ant�fae�ur'e�, Thank you for your consideration . Sincerely Yours; `---��c"��. Trang Dao PO Box l 6184 Seattle, WA. 98116 Tel: 206-856-4421 ,j 2 ,�_ Request for Extension # Current Expiration Date: �—� � U Extension Request: � Approved for _� d days ❑ Denied (provide e�cplanaCion) � Signature/Initials _�� 3/1/2018 City of Tukwila Department of Community Development TRANG DAO PO BOX 16184 SEATTLE, WA 98116 RE: Permit No. D 16-0144 GOLDEN HORSESHOE REROOF & REPAIR 13985 INTERURBAN AVE S Dear Permit Holder: AI[an Ekberg, Mayor Jack Pace, Director 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 4/2/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 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 lsefore 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 4/2/2018, 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, ^ �_ �� ) Bill Rambo Permit Technician File No: Dl6-0144 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 � Phone 206-431-3670 • Fax 206-431-3665 November 11, 2017 RECF��Y �p CE�'�'' G+� Tl.1K'rV4L/-� Allen Johannessen �� J� Z�� City of Tukwila Department of Community Development PI�RiNIT CEt�dTER Re: Correction Respose #1 DEVELOPMENT Permit Application Number D16-0144 GOLDEN HOUSESHOE NEW ROOF —13985 INTERBAN AVE S Dear Mr. Johannessen: In response to your plan review comments in a letter dated September 28, 2017, we respectively submit the following itemized response to your questions: (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those �reviously subrnitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature ol' 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" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-()2()) The license engineer stamp, signature, and date were provided for each drawing sheet. In addition, the structural stamp engineer with signature and date were �rovided on the cover sheet of the calculations set. �BUILDING REVIEW NOTES) 1. The scope of work has changed from a basic re-roof to remove and replacing the existing roof structure with addition of new truss roof and parapets. This information shall be revised in the scope of work for this project. Coordinate with the permit center for any additional fees that may be required and revise the scope of work for this project in the �ystem. � ��i��+�� I�� , __._... L r � � I � '�� The scope of work was updated on the drawing cover sheet. The owner will �oordinate with the permit center to provide the updated information regarding scope of work has changed. 2. Provide new sheets with the engineers or architects stamp, signature with date of signature on each page of the plan sheets they produce or with their approval. See note above. The engineer's stamp, signature, and date were provided on each page of the �lan sheets. 3. Reduced plan sheets are not acceptable for plan review. The reduced sheets provided do not meet the scale and are difficult to read. Provide new plan set with �heets drawn to meet the correct scale with design professional stamps as indicated above. To meet the correct scale the full-size drawings set was provided with design ,professional stamps included on each sheet. 4. The plan sheet 2 shows a sheer-wall schedule however it is not clear as to what it is for as it is not referenced on any specific walls. Also. there is an APA wall panel drawing and foundation picture apparently copied from another source. In addition, sheet 6 is provided with generic pictures for framing with no key references to the actual plan drawings. Please provide plans with details specific for this project. Plan details shall be drawn for the specific walls and roof framing and shall clearly specify the methods for rnechanical fasteners. seismic and wind anchors for new framing and sheathing. All materials, hardware. fasteners and methods for construction shall be clearly specified �nly as it pertains to this project. All construction framing shall be consistent with the engineer's calculations. General pictures and methods shall not be acceptable. All details shall be key referenced to the specifics of the plan and elevation views. The shear wall was specified on plan and elevations, please see drawing sheet 5 ��or shear wall locations. The section and detail were called out on drawing sheet #4 and 5. In addition new detail was provided for new and existing anchor �onnection. This concludes our response to the plan check comments. Please feel free to call me at (425)-891-5111 for any further questions or clarifications. Sincerely, �� Project E gin�� Ken Nguyen City of Tukwila Department of Community Development September 28, 2017 TRANG DAO PO BOX 16184 SEATTLE, WA 98116 RE: Correction Letter # 1 TO REVISION #1 DEVELOPMENT Permit Application Number D16-0144 GOLDEN HORSESHOE REROOF & REPAIR - 13985 INTERURBAN AVE S Dear TRANG DAO, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that �nust 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 yoor drawings. I have enclosed comments from the following departments: BUILDING - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size ] 1x17 [o maximum size of 24x36; ali 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 pottion 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" (calculations) to he stamped and sigr.ed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The scope of work has changed from a basic re-roof to remove and replacing the existing roof structure with addition of new truss roof and parapets. This information shall be revised in the scope of work for this project. Coordinate with the permit center for any additional fees that may be required and revise the scope of work for this project in the system. 2. Provide new sheets with the engineers or architects stamp, signature with date of signature on each page of the plan sheets they produce or with their approval. See note above. 3. Reduced plan sheets are not acceptable for plan review. The reduced sheets provided do not meet scale and are difficult to read. Provide new plan set with sheets drawn to meet scale with design professional stamps as indicated above. 4. The plan sheet 2 shows a sheer-wall schedule however it is not clear as to what it is for as it is not referenced on any specific walls. Also, there is an APA wall panel drawing and foundation picture apparently copied from another source. In addition, sheet 6 is provided with generic pictures for framing with no key references to the actual plan drawings. Please provide plans with details specific for this project. Plan details shall be drawn for the specific walls and roof framing and shall clearly specify the methods for mechanical fasteners, seismic and wind anchors for new framing and sheathing. All materials, hardware, fasteners, and methods for construction shall be clearly specified only as it pertains to this project. All construction framing shall be consistent with the engineer's calculations. General pictures and methods shall not be acceptable. All details shall be key referenced to the 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 � Fax 206-431-3665 specific portions of i_ _�lan and elevation views. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 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 bv a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, G p� • ; � �� ac e�le ipley Permit Technician a File No. D16-0144 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-.i670 � Fax 206-431-3665 � �N � '. (�s �) `3g-� - 2� 4-I l� s }{o� � R�� z. � `�J�l�e 37 L6 � i�cos�� v� �� vS� - L-�"� �� 9 "�� ,�tJ.�- �15� ' �� ' . _ . _ �� ATi � _ RECEI!!ED CITY OF iUt�lRlILA SEP o 8 201t PER�IT' CEN7'ER �itv of 7'ukw��a Department of Community Deve(opment - Jack Pace, Director May 23, 2017 Trang Dao PO Box 16184 Seattle, WA 98116 RE: Request for Extension #1 Permit Number D16-0144 Dear Ms. Dao, Allan Ekberg, Mayor This letter is in response to your written request for an extension to Permit D16-0144. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through December 3, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, ''! �" % ` Bill Rambo Permit Technician File: Permit No. D16-0144 Tukwila City Nall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov S_ 95_ 2o�"t t3s i I t��,mbo City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA. 98188 Re : Permit Application No. Di6 -� i44 Golden Horseshoe Rerc��F & R�pair� 13985 Interurban Ave S. Tukwila. Dear MR. Qti( t�ambo RECEIVED CITY OF TUKWILA� MAY i 8 20i7 PERMtT CENTER I'm writing this letter to request for extension of my application. Reason: I need more time to have the ��vea�fher c1�y �,nd wa�rm an�i �ind a �onrr�etor. Thank you for your consideration . Sincerely Yours; ` _u�� Trang Dao PO Box 16184 Seattle, WA. 98116 Tel: 206-856-4421 /%' Req�sest for Extensio� : # � Current Expiration Date: ` 3— � Extension Request: �Approved for , � d _. days ❑ Denied (provide e�cplanation) Si nature:'Initials -�� g _�� siv2oi� CLty Of TL�kW lla Allan Ekberg, Mayor Department of Community Development Jack Pace, Director TRANG DAO PO BOX 16184 SEATTLE, WA 98116 RE: Permit No. D 16-0144 GOLDEN HORSESHOE REROOF & REPAIR 13985 INTERURBAN AVE S 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 6/3/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Liae at 206-438-9350 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 6/3/2017, your permit will become null and void and any further work on the project wili require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, e�� T- ��' " 1 Bill Rambo Permit Technician File No: D16-0144 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 � Fax 206-431-3665 C. • �ty of Tukw�la Allan Ekberg, Mayor Department of Community Devetopment - Jack Pace, Direct�or December 1, 2016 Trang Dao PO Box 16184 Seattle, WA 98116 RE: Request for Extension #1 Permit Application # D16-0144 Dear Ms. Trang, This letter is in response to your written request for an extension to Permit Application D 16-0144. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through June O1, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, lh/ �' � U �� 6 Rachelle Riple Permit Technician File: Permit No. D16-0144 Tukwi(a City Half • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwifaWA.gov u Yt-23_�.�16 af r � I�a rn� City of Tukv�il� Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA. 98188 Re : Permit Application No. � 1�� 014� Golden Horseshoe Re�c�f �t R�pai�' 13985 Interurban Ave S. Tukwila. Dear (f`''�r. Qi I 1 Rambo . I'm writing this letter to request for extension of my application. Reason: I need more time to prepare a drawing,Cal�ulatioaas ��el a�ppr�ov�► �yr,y p��eC�, , Thank you for your consideration . Sincerely Yours; .�`_--�� _ RECEIVED CITY OF TUKWILA Trang Dao PO Box 16184 Seattle, WA. 98116 Te1:206-856-4421 � Reqti�st for Extension # � �_Current Expiration Date: Z E NOV 2 3 2016 PERMtT CENTER xtension Request. � Approved for .,� e days _ J� ❑ Denied (provide explanation) Signature/Initials �,�� 1 11/1/2016 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director TRANG DAO PO B OX ] 6184 SEATTLE, WA 98116 RE: Permit Application No. D16-0144 GOLDEN HORSESHOE REROOF & REPAIR 13985 INTERURBAN AVE S Dear TRANG DAO, In reviewing our current application files, it appears that your permit applied for on 6/1/2016, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 12/1/2016. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your applicatioo is approved, you may pick up the application before the date of expiration. At ttie time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit app]ication, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, � c i � ' Bill Rambo Permit Technician File No: D16-0144 6300 Southcesiter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director June 29, 2016 TRANG DAO PO BOX 16184 SEATTLE, WA 98ll6 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D16-0144 GOLDEN HORSESHOE REROOF & REPAIR - 13985 INTERURBAN AVE S Dear TRANG DAO, 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 l 1x17 to maximum size of 24x36; 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 �Nork, 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" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) The engineer analysis indicated the roof structure is sufficient for the new roof inembraa�e. However the other items in the previous memo were not addressed as indicated below. The manufacturers specifbcations shall be provided by the roofing contractor as requested. And specify the R-value of the insulation on the roof or below the roof deck. On re-roofs where the roofing has been removed down to the roofs deck, existing insulation shall be verified and shall be brought current with 2012 Washington State Energy code (WSEC) of R-38. Existing roof insulation, if any, shall be verified and included in the calculation of the defiiciency of existing insulation R value. Please provide all the infarmation as previously requested. (WSEC C101.4.3 #5) [1. Provide manufacturer's installation specifications for the type of roofing system to be installed.] [2. Indicate what the existing roof system is and specify if the existing roof materials is to be removed. Specify if the existing roof has insulation above ar below the roof deck. Specify any areas that shall have roof repairs done.] 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 messen�er service. 6300 Southcenter Boulevard Suite #100 • Tukrvila Washington 98188 � Phone 206-431-3670 � Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, � i ;�I � _! - � Bill Rambo Permit Technician File No. D16-0144 6300 Southcenter Boulevard Suite #100 • Tukwila Washington. 98188 � Phon.e 206-431-3670 � Fax 206-43]-3665 June 2, 2016 City of Tukwila �<<�N ��►NNES56N Department of Community Development '�i t1 R,�n►gQ 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Ref: Site Address: 13985 Interurban Ave S- Tukwila 98168 The roof at the subjecYs address, 13985 Interurban Ave S, Tukwila 98168 will re-roofed. The existing roofs waterproof inembrane will be removed and replaced with a 1 ply taper system for touchdown roofing. The contractor shafl inspect the existing roof sheathing and roof joist to identify for dry rot. Roof sheathing and roof joists that have water damage or dry rot shall be replaced. The rooPs waterproof inembrane replacement doesn't change the roofs dead load applied to the roof inembers. The roofs waterproof inembrane replacement is approved. This concludes our recommendation letter for the roof waterproof inembrane replacement at the address listed above. Piease feel free to call me at (425)-891-5111 for any further questions or clariflcations. Sincerely, Khoa Ken Nguyen, Project Engineer June 2,2016 �,o �J � r-1 � �i i 0 � �.�TR# D16..Giq-9- R��l��J Cl�Y C�� i��V'd��.A JUN 14 2016 PERf1�IT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director June 03, 2016 TRANG DAO PO BOX 16184 SEATTLE, WA 98] 16 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0144 GOLDEN HORSESHOE REROOF & REPAIR - 13985 INTERURBAN AVE S Dear TRANG DAO, 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 y�ur 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 l 1x17 to maximum size of 24x36; 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" (calculations} to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide manufacturer's installation specifications for the type of roofing system to be installed. 2. Indicate what the existing roof system is and specify if the existing roof materials is to be removed. Specify if the existing roof has insulation above or below the roof deck. Specify any areas that shall have roof repairs done. All information listed above shall be provided by the licensed roofing contractor hired to do the job. Prior to final inspection for this building permit, a copy of the roof inembrane manufacturer's warranty certificate shall be provided to the buitding inspector. FIRE DEPARTMENT: AI Metzler at 206-971-8718 if you have questions regarding these comments. • Please provide details on the type of roofing materials to be applied and the method of application (hot asphalt, torch-down, mechanically fastened, etc.). 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-3670 � Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, -_��r`. _ ` �� ,�� Bill Rambo Permit Technician File No. D16-0144 6300 Southcenter Boulevard Suite #100 • Tukwilu Washit�gton 98188 � Phon.e 206-431-3670 • Fax 206-431-3665 r�ER�IT COQ�� COPY PLAN REVI EW/ROUTI NG SLI P PERMIT N UMBER: D16-0144 DATE: 01 /31 /18 PROJECT NAME: GOLDEN HORSESHOE REROOF & REPAIR SITE ADDRESS: 13985 INTERURBAN AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 REV #1 Revision # after Permit Issued DEPARTMENTS: �-J Pr�� I��`6 Building Divisio � Fire Prevention � Planning Division � Public Works ❑ Structural � Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: OZ/O�/�8 Not Applicable ❑ Structural Review Required � (no approval/review required) REVIEWER� INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: O3IO �/� H Approved Corrections Required ❑ Approved with Conditions ❑ -I (corrections entered rn Reviews) Notation: REVIEWER� INITIALS: Den ied (ie: Zoning Issues) ❑� DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ivianois r�ER�'fT C4�RD COPY- PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 16-0144 DATE: 09/08/17 PROJECT NAME: GOLDEN HORSESHOE REROOF & R�PAIR SITE ADDRESS: 13985 INTERURBAN AVE S Ociginal Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: ,, n �� ( �S �DY�' � a�lk-� 1 � � �� i � ��. I Building D�vision � Fire Prevent�on Planning Division � Public Works ❑ Structural � Permit Coordinator � PRELIMINARY REVIEW: DATE: 09�1��17 Not Applicable � (no approval/revieiv required) REVIEWER'S 1NITIALS: Structural Review Required � DATE: APPROVALS OR CORRECTIONS: DUE DATE: IO/1O/17 Approved � Approved with Conditions ❑ Corrections Required � (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied � (ie: Zoning Issues) DATE: Permit Ceiater Use Only � � CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg'� Fire ❑ Ping ❑ PW ❑ Staff Initials: � 12/18/2013 PER�IT ��RD ��`K`� PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0144 DATE: 11/28/16 � PROJECT NAME: Golden Horseshoe Reroof & Repair SITE ADDRESS: 13985 Interurban Ave S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: '�� p�N� � � Building Division Fire Prevention � Planning Division � Public Works � Structural � Permit Coordinator � PRELIMINARY REVIEW: DaTE: 11/29/16 Not Applicable � (no approval/review required) REVIEWER'S INITIALS: Structural Review Required � DATE: APPROVALS OR CORRECTIONS: DUE DaTE: 12/27 /16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S IIVITIALS: Denied � (ie: Zoning Issues) DATE: Permit Center �Ise Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/ 1 R/2013 PERMIT COQRD COP� PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0144 DATE: 06/14/16 PROJECT NAME: GOLDEN HORSESHOE REROOF AND REPAIR SITE ADDRESS: 13985 INTERURBAN AVE S X Original Plan Submittal X Response to Correction Letter # 1 DEPARTMENTS: �� GoYI� � �� -ltr Building Division Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S 1NITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required d (corrections er�Cered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued ��, �rW � (t• � I � Fire Prevention � Structural ❑ Planning Division ❑ Permit Coordinator � DaTE: 06/16/16 Structural Review Required ❑ DATE: DUE DATE: 07�14�16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Perniit Center Use O��ly CORRECTION LETTER MAILED: � `� � I� Deparcments issued corrections: Bldg� Fire ❑ Ping ❑ PW ❑ Stafflnitials: V� iziianois �ERMIT C00�� COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 16-0144 DATE: 06/O1/16 PROJECT NAME: GOLDEN HORSESHOE REROOF & REPAIR SITE ADDRESS: 13985 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: � Con� iZ G �- �� Building Division � Revision # before Permit Issued Revision # after Pern�it Issued l��l Co�''� �° �'� � Fire Prevention � Planning Division � Public Works ❑ Structural ❑ Pecmit Coordinator � PRELIMINARY REVIEW: DaTE: 06/02/16 Not Applicable ❑ (no appf�oval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: O6I3O/16 Approved � Approved with Conditions ❑ Corrections Required � (correctiof�s entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Pernrit Ce�:ter Use Orrly CORRECTION LETTER MAILED: � ✓�� Departments issued corrections: Bldg Fire (�— Ping ❑ PW ❑ StafFInitials: 12/18/2013 PROJECT NAME: l�� a �i• i� PERMIT NO: ��, �— �(�'{ �I SITE ADDRESS: Q r,�,-�«•��,�... S ORIGINAL ISSUE DATE: —— REVISION LOG (please print) REVISION DATE RECEIVED STAFF ISSUED DATE S'I'AFF NO. INITIALS INITIALS Summary of Revision: Received by: (piease prmt) RE�ISION DATE RECEIVED STAFF ISSUED DATE � - STAFF NO. INITIALS INITIALS Summary of Revision: Received by: �piease prmt) REVISION DATE RECEIVED STAFF ISSUEI) DA�'E ST'AFF' NO. INI'�IAi.S INI'TiALS Summary of Revision: Received by: (piease pnnt) 12�VISION DATE 1�ECEIVEI) S'I'A�'F ISSUED 1)A'I'E ST'AFF NO. INITIAI,S INI'I'IALS Summary of Revision: Received by: �piease prmt� Date: ■ /1 ■ � � m City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.� x�vlsloN SUBMITTAL Revision submittals must be submitted in person at the Permit Cenier. Revisions will not be accepted through the mail, fax, etc. Jc— 25—�018 Response to Incomplete Letter # Plan Check/Permit Number: D 16-0144 Response to Correction Letter # 1 FOR REVISION #1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Pro�ect lvame: GOLDEN HORSESHOE REROOF & REPAIR Project Address: 13985 INTURURBAN AVE S Contact Person: �` i�2AtvC� �c� Phone Number: 2G`G -�56 � 4�k-21 Summary of Revision: L'''.00�YS c��?CT 5 i" �%l��ApET Tb C—IV�,IG^�C °I4-C)� SF RCl�'� N�v� �G �RUNT ll�c �u.t�> S�t�i� Sheet Number(s): "Cloud" or highlight all area Received at the City of Tukwi [� Entered in TRAKiT on c'�TY--fI� T� ��,�� !' 2Ei�rr r��Tc� � W:\Permit Center�Applicatinns-Handouts\TemplaiesU'orms\Word DocumentsU2evision Submittal �orm.doc Rcvised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: h�://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals `nust be submitted in person at the Permit Center. Revisions will not be accepted througla the mail, fax, etc. Date: � � $ � �% Plan Check/Permit Number: � [� , G (.¢-¢_ �� Response to Incomplete Letter # Response to Correction Letter # � Revision #� after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: �C�LD�N +k�S�.�H-�E R�`2C�f 8i REj�4�{i� ProjectAddress: _ l3%$S �N�f'�2URDA/�) f'a-cl� � TViR l� GJf} cl�'l� Contact Person: ��AN-G �,4� Phone Number: �2� ) c�'.S6'�J--�{-2 J Summary of Revision: Cotis't�ucr S�" p�RT T Tc, �ti�[oS� 1408 S � R�F � nl cu� !�� e�ti�T i� � � n� D .� %v � . � RECEIVED SEP 0 8 2011 ;. �, :- - - - Sheet Number(s): "Cloud" ot� highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: � [�— Entered in TRAKiT on � T�'� ( W:�Permit Center\Templates�F'orms�Revision Submittal Formdoc Revised: August 2015 r^ 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.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Pern�it Center. Revision,s will not be accepled thr�uglz the mail, fax, etc. Date: ❑ Response to Incomplete Letter # Plan Check/Permit Number: � Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner D16-0144 Project Name: Golden Horsehoe Reroof and Re�air Project Address: 13985 Interurban Ave S �� RECIEIVED CITY OF TUKWILA NOV 2 3 2016 PERMIT CENTER Contact Person: �A.iV� ��1p Phone Number: 2� - g�� '�'' ��% SummaryofRevision: S�� fk1'TA-� (�f�4N �ESiC�,.[�( �ALC'-i1L�'�i1f7N� Sheet Number(s): "Clou�l" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ' ❑ Entered in TRAKiT on \applications\forms-applications on IineUevision submittal Created: 8-13-2004 Revised: 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.ci.tukwila.wa.us REVISION SUBMITTAL �Fe�visic�n siib.mittals must be-submitted in p�rson at the Permil Genter. RQvi.siorzs WiU npt be accepled tlirougli the mail, fax, etc. Date: ❑ Response to Incomplete Letter # Plan ChecWPermit Number: D 16-0144 � Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Golden Horseshoe Reroof and Repair Project Address: 13985 Interurban Ave S Contact Person: "TR/.�t�G �/4�a Phone Number: � c�5� - L��a-� Summary of Revision: � �--� �4-'( �L�T L�. RECEIVEC� JUN 1 q 2016 Sheet Number(s): "Cloud" or l:igl:ligl:t all areas of revision including date of revisio C ' Received at the City of Tukwila Permit Center by: (�-- Entered in TR.AKiT on �`�� applications�f'orms-applications on 1meUevision submittal Created: 8-13-2004 � Revised: Le's Home Remodel Hocue 5afety & Health UW'�str�r�gtan 5tate [�epartrrcea�t Af � ��bar 8� �ndu��ie� Le's Home Remodel Owner or tradesperson Principals Le, Lan Ngoc Thi, OWNER Doing business as Le's Home Remodel WA UBI No. 602 899 743 License F,spanol Contact Claims & Insurance 3716 E Roosevelt Ave TACOMA, WA 98404 253-341-2741 PIERCE County Business type Individual Governing persons LAN NGOC LE NGUYEN NHAT LE; Page 1 of 3 Search L&I A-'1. Index Workplace Rights Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. LESHOHR910NU Effective — expiration 08/31 /2009— 08/31 /2019 Bond .............. Lexon Ins Co Bond account no. 9816924 $12,000.00 Received by L&I Effective date 07/29/2013 08/01 /2013 Expiration date Help us irnprove https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602899743&LIC=LESHOHR910NU&SAW= 9/8/2017 Le's Home Remodel Bond history Insurance ......................... Security National Insurance Policy no. NA116407301 Received by L&I 07/20/2017 Insurance history Savin�s .. ............. ..... No savings accounts during the previous 6 year period. Until Canceled $1,000,000.00 Effective date 08/04/2017 Expiration date 08104/2018 Lawsuits against the bond or savings .................................................................................................................. No lawsuits against the bond or savings accounts during the previous 6 year period. Page 2 of 3 L8�1 Tax debts . ........................................ No L81 tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ........................................................ Infractian no. EDOVE00309 Issue date 09/14/2016 Violation city TACOMA Type of violation ELECTRICAL CITAtION Description Offering to perform, submitting a bid for, advertising, installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. PJAJC01531 Issue date 04/08/2013 Violation city TACOMA Type of violation PLUMBER INFRACTION Description Engaged or offered to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate or temporary permit as required. (Nguyen Le, of Le's Home Remodel submitted a bid proposal offering to Satisfied .................. RCWNVAC 19.28.041 RCW Violation amount $500.00 Satisfied ........................... RCWNVAC 18.106.020 Violation amount $250.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602899743&LIC=LESHOHR910NU&SAW= 9/8/2017 FLOYD'S ROOFING & REPAIR Hoine EspaCiol ContacY Safety & Health Claims & Insurance Washingtan State Department of �.c��?C�i $� �ildllS��'��5� FLOYD'S ROOFING & REPAIR Owner or tradesperson Principals LABENSKY, FLOYD LEE, OWNER Doing business as FLOYD'S ROOFING 8 REPAIR WA UBI No. 602 832 323 License 6424 TACOMA AVE S TACOMA, WA 98408 253-314-6039 PIERCE County Business type Individual Page 1 of 2 Search l8i �� %'� A-'.7,In�3ex Help M� I,tZl lNorkpiace Rights Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contrector Active. .......................................................... Meets current requirements. License specialties GENERAL License no. FLOYDRR927 KN Effective — expiration 05/1512008— 0511612018 Bond ... DEVELOPERS SURETY & INDEM CO Bond account no. 793302C Received by �81 05/15/2008 Insurance ...................... Houston Specialty Ins Co Policy no. TEN 17581 Received by L&I 05/12/2016 $12,000.00 Effective date 05/1512008 Expiration date Until Canceled $1,000,000.00 Effective date 0511612016 Expiration date 05116I2017 Insurance history Savings .................. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings ................................._._....._................_.......,....._.... _... No lawsuits against the bond or savings accounts during the previous 6 year period. L81 Tax debts ............. _........... _.. No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ........................ _................ No license violations during the previous 6 year period. Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602832323&LIC=FLOYDRR921KN&SAW= 12/5/2016 � �ooF T�ussEs: I. Tf1E TRUSSES Sf1ALL BE DESIGNED BY ThE FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON Tt1E PLANS AND STRUCTURAL NOTES. ALL DESIGNS St1ALL BE IN ACCORDANCE WITt1 ALLOWABLE VALUES ASSIGNED BY Tf1E IRC 20 I 5. CONCENTRATED MECf1ANICAL ROOF LOADS Sf1ALL BE INCLUDED IN Tf1E DESIGN. VERIFY WEIGf1TS AND LOCATIONS WITt1 Tt1E ARCt11TECT. 2. SHOP DRAWINGS AND CALCULATIONS ShALL BE SUBMITTED TO TI1E ENGINEER FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATION St1ALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. Tf1E DRAWINGS Sf1ALL SHOW ALL CRITICAL DIMENSIONS A5 WELL AS THE LOADS THE TRUSSES ARE DE51GNED TO SUPPORT. THE TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DRAWINGS AND INSTALLATION SUGGESTIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCL051NG TI1E TRU55ED, CONTIGUOUS LATERAL BRACING AND DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECOMMENDATIONS. FI�AMING LUMBER: I. FRAMING LUMBER St1ALL BE DOUGLAS FIR/LARC11 NO. I FOR POSTS, BEAMS, AND f1EADERS. f1EM-FIR/LARCf1 N0.2 (OR BETTER) AND 5TUD5, AND NEM FIR N0.2 OR BETTER FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTt1ERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL St1EATHING SNALL BE APA RATED, EXPOSURE I SNEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS PS I-83, APA PRP- I O8, OR VOLUNTARY PRODUCT STANDARD P52-92. S1IEATIIING INDEXES AND Tt11CKNESS ARE NOTED ON THE PLANS. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND A%8' EXPANSION JOINT BETWEEN ALL PANEL EDGES. 3. NAILING SNALL CONFORM TO TABLE R602.3( I) OF TI�1E IRC 20 I 5 UNLESS NOTED OTi�1ERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCf1ED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITTEN BY THE STRUCTURAL ENGINEER. 5. USE DOUBLE JOIST UNDER WALLS OR PARTITIONS PAfZALLEL TO JOISTS UNLESS SPECIFICALLY NOTED OTHERWISE. USE SOLID BLOCKING UNDER PARTITIONS PERPENDICULAR T0 JOISTS. 6. MAXIMUM MOISTURE CONTENT Sf1ALL NOT EXCEED I 6% FOR ALL STRUCTURAL MEMBERS. 7. PROVIDE WASf1ERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 8. BOLT f10LES Sf1ALL BE NOMINAL DIAMETER OF BOLT PLUS %6" UNLESS OTt1ERWI5E NOTED: LAG BOLT, PILOT NOLES S11ALL BE PRE-Df'�ILLED TO 60% OF Tf-1E NOMINAL DIAMETER OF TI-IE LAG BOLT UNLESS OTHERWISE NOTED. 9. ALL SILL PLATES SNALL BE BOLTED TO Tt1E FOUNDATION WITf1 5/8" MINIMUM � BOLTS SPACED AT 48" O.C. MAXIMUM SPACING (EMBED 5" MINIMUM INTO CONCREfE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WIIERE TNEY OCCUR. I 0. ALL FRAMING LUMBER IN CONTACT WITFi MASONRY OR CONCRETE SNALL BE PRESSURE TREATED (SEE NOTE I FOR MINIMUM GRADE INFORMATION). I I. EXTERIOR STUD WALL Sf1ALL BE 2x6 AT I 6" O.C. UNLESS NOTED OTFIERWISE. INTERIOR STUD BEARING WALLS SNALL BE CONSTRUCTED USING 2x4 AT I 6" O.C. BELOW TOP TWO FLOORS. STUD NONBEARING WALLS SNALL BE CONSTRUCTED USING 2x4 AT 24" O.C. UNLE55 OTHERWISE NOTED. SEE NOTE I FOR LUMBER GRADE OF STUDS AND PLATES. CAI�BON MONOXIE DETECTOI�S: �OR NEW CONSTI�UCTION, AN APPROVED CARBON MONOXIDE ALARM SNALL BE I NSTALLED OUTSI DE OF EACN SEPARATE SLEEPING AI�EA IN ThE IMMEDIATELY VICINITY OF TNE BEDROOMS I N DWELLI NG U N ITS AN D ON EACh LEVEL OF Th E DWELLI NG AN D I N ACCORDANCE WITh Th E MAN U FACTU RES DIRECTIONS. 5 M O KE D ETECTO I�S : SMOKE ALARMS ShALL BE I NSTALLED I N TN E FOLLOWI NG LOCATIONS: I. IN EACh SLEEPING ROOM. 2. OUTSIDE EACN SEPAFZATE SLEEPING AREA IN ThE IMMEDIATE VICINITY OF ThE BEDROOMS. 3. ON EACh ADDITIONAL STORY OF Th E DWELLI NG, INCLUDING BASEMENTS, BUT NOT INCLUDING C(ZAWLSPACES AND UNINNABITABLE ATTICS. IN DWELLINGS OR DWELLINGS UNITS WITh SPLIT LEVELS AND WIThOUT AN INTERVENING DOOR BETWEEN ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON Tt1E UPPER FLOOI� ShALL SUFFICE FOR ThE ADJACENT LOWER LEVEL PI�OVIDE TNAT TNE LOWER LEVEL IS LESS ThAN ONE FULL STORY BELOW TNE UPPEI� LEVEL. 4. SMOKE DETECTOS TO BE NARWI RE, I NTERCON N ECTED WITN BATTERY BACKUP. SUBJECT SITE ADDESS: I 3985 1 NTEI�UI�BAN AVE S TU KWI LA 11VA 98 I 68 LEGAL DESCf�I I�TI ON : HILL�ANS SEATTLE GARDEN TRS POR BLK 3� 8 � POR VAC 57TH AVE S AS FOLG- BEG AT NXN OF' S�LY LN OF INTERURBAN AVE ST H� 5-M �ITH N LY LN OF SELY 50 FT IN IDTH OF LOT � 0 BLK 8 TH S 45-05-00 W ALG N�'LY LN SD SELY 50 FT � ITS EXT THEREOF 100 �T TH N 44-55-00 W 100 FT TH N 45-05-00 E 100 FT TO S�LY LN OF INTERURBAN AVE TH S 44-55-00 E 100 FT TO TPO� �A I�C E L TAJC I D#: 336590-0230 Lot Coverage: 5.f. Existing Building I 408 Total Lot S ize % of Lot �Taluation of the �To Construction contract Administration contract Material Total I408 � ��0� I 4. I rk Note s : _ $ 15, 000 = 2,�� = 13,000 _ $30,000 �� ;;w � �� ' y_ ,� f.`ab... c: 4 . e^':`!fr � .r'�PS g '�, M. � ;.� �� 4 } 4-�� 3g� � �. �� l-.'i � � �� 'd t� � �` r,�� ,� " g'� Y � , :. $� fi$ � � �� „� � � ��b�. �� .a�� . � � � �� r� ZO�I I N G�c COD E I N�OR M ATI Of� 1. Jurisdiction : Tukwila 2. Present Zoning : Commercial Service 3. Parcel Number : 336590-0230 4: Code Information : All work shall conform to the following codes by all other governing laws, jurisdictions, ordinances and regulations 2015 International Building Code (IBC) 2015 International Fire Code (IFC) CON TACTS I�l �OR M ATI ON Owner: Trang Dao 13985 Interurban Ave S Tukwila 98168 Phone: 206-856-4421 Structural Design Engineer: 16507 N E 50th St Redmond, WA 98052 425-891-5111 Email: housedesign4u@outlook.com O O � O � > 0 � O C � O � � 0 O O O O O O O O � � OCt, 42 241� . _. _. ..__ �R�� .... ..... . ..� _ . � . ��;;.:,- � v�sio . _ { �.._. _ No changes s� ^ ma e to thP scope of work wi�.4i;�,a� �ric� Gs�proval ;�f Tulc�°f�!a �u:'�i:�c� D;vis�c��. r {�iQ�i=: ��1�/� C�i:� 1J1�� I�: ;'.:;rl? i1 Cl ;J �`i)� il ��iitl?li{�1 2n:J r,�y �.�.:`:s�� .:',_ �i:a�;�l r,'^.ri r��, ��yy rc:, ; � _. _ . �: � . . �_�.� ��r�'�' R�� . ' �d Plan revi�wr ��av�l i� su�j�ct to arrors �nd omissions. ARproval of c�nstruc;icn d�vur�ert� ��s r��t �ut�orias the violation of �ry adcpte� coci� er ord:n��co. F�E�.ei;�t af ap�rov�d Fia(d Co�y and condi►�ans i� �zc►cr,ow��;�i�ed: By: Date: ---__-- --------- Ci�y �f TuEc�.�ila BUILD€�� DiV�SI�iV REVIEVVED FOR CODE GQMPLIANCE APPP�OVED FE� 01 �018 . �� Gity �s ii�kwila �u� _-- � ��fy �or� �%��il � � , r ��„2 vi�4�C�' �� ' E'�}�� ;�� h i� �� i� � zey�?�� z,� s�c{(�,@ ��l;z i �� .I �� t� � zl� 2{�y�z� �^�Z ��u"�� }�' *�� t � �Y�� y G �� t '�� }tt ii �f� �r �fit�� ti4�� }} �y�N�, � ��i t � �� 75 �� fv��` �t�� r��m�a�+��^° ��,�u�z �� az»��r • IS�NAi�, �► �= f�� =;' ��T ! RE�ISJE �`�� ; �: �M�char�ical Electric�l Plumbmg I�G�s �ipin� city ot 1'� <��, ;, . Bl!!��'�{ �.�! ��.`.'.�.._., ..._`� __ . , 4� � r 4w i'�1 � t? CliY OF 711K��11!_�� JAN 2 5 20i8 pIERN1IT CENTEF� 1 /14/17 REV 10 ign4u utlook.com 425-891-5111 11 /14/17 '.I \ . r:.. 32'-0" OOF CRICKET 'ARAPET OUTLINE INTERIOR WALL BELOW � � � . ,� � � � , � � _ ` � SCALE �" =1'-0" 4 �S�' 26 �� f r � �:, ,r..u,�, ; � � % ``s � � t � � � �: �� i �. �;r �� ` % � � + } f � � s �, ' � � � _� � � � � � � � t � � � s � , # � � a �.k � , t �, ,: . :.... O�' K' NG� ��w°� W�'�rj��,� �,�' ,.!'� : o � � 45867 �CL��" ��s�GIS �1,�w IDNAL E� 11 /14/17 - � � cr� -��i > oo � QCT, 02 �01� ��cF�v�o Q � � � . � c�Tv oF ruK�J��r� %�' � o0 JAN Z 5 201� Z�� Q . PERMIT CENTER p � � _ �. � +� p a'S � � = � � � � � o � �-- �oc _� � DATE 8 2 9 17 SHEEf N0. housedesign4u@outlook.com 425-891-5111 LOCATION OF NEW 20"x30" ROOF ATTIC ACCESS (Ex) EXTERIOR STAIR PT 4x4 w/LCPZ AT TOP—�' & BOTTOM 2x6 AT 24" —� 2x8 LEDGER—� (SEE SECTION D/6) * 6" ROOF SHEATHING w/ 8d 6" AT ALL EDGES &12° AT INTERMEDIATE * MFRD TRUSS AT 24" * R-38 INSULATION � (Ex) ROOF SHEATHING 0 � CV i ni � �. � � � � �� .� , _� : ,� _,�..��''� ' ' �� 2 � S1 SW6 � 'I I � MFR ROOF TRUSS AT I 24" O.C. � � n �� 1 �� _ � �� SCALE 4 - � -0 � 32'-0" S2 SW6 PT 4x10 HF2 �.-tZ C C �W� PT 4x6 w/LCPZ AT TOP & BOTTOM 2x6 AT 24" DTT1 Z AT EACH END � (SEE SECTION E/6) , 2x8 LEDGER (SEE SECTION D/6) EXTERIOR WALL BELOW FIELD VERIFY MINIMUM WINDOW HEADER SIZE . �. � � �� • �� a� .,� : � � � � �� . S3 SW6 aW� WALL SW6 SW4 SW3 SW2 SW44 SW33 SW22 * ALL PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS OR HORIZ. BLOCKING *%" SPACING IS RECOMMENDED AT ALL EDGE AND END JOINTS * NAIL SHALL BE LOCATE AT LEASE %" FROM THE PANEL EDGES & STAGGERED * STAGGER NAILING ON 3x FRAMING WHERE SHEATHING IS ON BOTH SIDES OR NAIL SPACING IS 3" O.C. OR LESS. * PANEL EDGE STUDS INDICATE THE MINIMUM STUD WIDTH AT ABUTTING PANEL EDGES. - (2) 2X STUDS ARE ACCEPTABLE ALTERNATE 3x STUDS. -(2) 2X STUDS ARE TO BE NAILED TOGETHER WITH (2) ROWS 16d AT 6" O.0 I FILLER STRIP IFREQUIRED � � INTERMEDIATE SHEATHING 8d AT 12" O.C. LOCATED AT LEAST %" FROM STUD EDGES APA RATED SHEATHING �`•� � i APPLIED W/ LONG DIMENSION `�.'� i ACROSS STUDS �` � .,�\�� "BLOCK" HORIZONTAL `�� \ JOINTS IN PANELS USED FOR BRACING APA RATED SHEATHING APPLIED W/ LONG DIMENSION PARALLEL TO STUDS ,•� •. � � T � � r � � r E L WALL N.T.S. 6" MIN. CLEARANCE SIDING TO GRADE �HORIZ. SIDING SHEATHING SHEAR WALL SCHEDULE SHEATHING PANEL EDGE NAILING PANEL EDGE STUDS ANCHOR BOLTSn AT TOP PLATE (COMMON OR GALV BOX NAILS) 5/8 0 EMBED 7 7/16" APA PLY ONE SIDE 8d AT 6" O.C. 2x 48" O.C. IN 2x PLATE LTP4 AT 24" O.C. 7/16" APA PLY ONE SIDE 8d AT 4° O.C. 2x 32" O.C. IN 2x PLATE LTP4 AT 16" O.C. 7/16" APA PLY ONE SIDE Sd AT 3" O.C. 3x 16" O.C. IN 2x PLATE LTP4 AT 16" O.C. 7/16" APA PLY ONE SIDE 8d AT 2" O.C. 3x 12" O.C. IN 2x PLATE LTP4 AT 12" O.C. 7/16° APA PLY TWO SIDES Sd AT 4" O.C. EA SIDE 3x 24" O.C. IN 3x PLATE LTP4 AT 8" O.C. 7/16" APA PLY TWO SIDES 8d AT 3" O.C. EA SIDE 3x 16" O.C. IN 3x PLATE LTP4 AT 8" O.C. 7/16° APA PLY TWO SIDES Sd AT 2" O.C. EA SIDE 3x ._ 16" O.C. IN 3x PLATE L1P4 AT 6" O.C. LTP4 '.�`."�',�,�.' WALL REFERENCED PANEL EDGE —� NAILING PER FDN DETAIL, USE HDG NAILS INTO PT SILL PANEL EDGE NAILING TO UPPER TOP PLATE -SILL PLATE � � �� , ; � a� � �4 .�w ��_ �.r�: ,�� '. � RIM CONNECTION AT ROOF EAVE TOP PLATE AT SILL PLATE (COMMON NAIL .162� x 3.5") RBC AT 16" O.C. 16d AT 6" O.C. RBC AT 12" O.C. 16d AT 4" O.C. RBC AT 8" O.C. 16d AT 3" O.C. RBC AT 8" O.C. 16d AT 2" O.C. N.A. AT ROOF EAVE (2) ROWS 16d AT 4" O.C. N.A. AT ROOF EAVE (2) ROWS 16d AT 3" O.C. N.A. AT ROOF EAVE (2) ROWS 16d AT 2" O.C. I�Et��titif�t� CiiY OF 7l�K',V!! �, JAN 2 5 201� REVIE Q F � T�4� C4DE C�� 6�PP�0@!ED FEB 01 2018 City ofi i'�a�wil� BUILDIf�� I�IVI�14N� � 11/14/17 REV 0 housedesign4u @ outlook. C0111 425-891-5 1 I I 11 /14/17 �: - r��`� �c� ��r� ��►��ti�� t+�� (I�ne�e braces a�e required on posts great�r than 4 feet in height.} �� t�� t �f t�� _ `'' ��i��t��r�r. l� gr��t�r, _ � ��rr ��I�� +�� ' . ' •_. � .; �:'• ��Y'�' ��4 �� I • '. : . .t ` f : . . . . _ �� ,� � . , � l �ca�u�n� ��t. � � � .��'��:��€ �� t��'� ��1�� rt��r�t�x �:,�} ��,: .. '� �'`� � �`� _ ,• �� 4 �, e.i .._ �'� .. . . ...,. � ., .�. . . . . .. ... . � . . � - ..... � ,:... .:_: � . �° .�.. � ��'.` ,, � �t'� �� :�r�� . . �t , :, . . , _. . .. -. � . � ;. � �� . . : � � ; : _ '�I��t�� i�� C�� t�+�t�ll' . ` . a� �x� �� r��a� �� i��d r�� ': ��t �wr�� +i�h �� i� �t �� . :,� �. ;, , , : , � : ,;. . � .. �� D ETAI L A NTS DETAIL B SCALE 3/4" = 1'-0" WALL STUD PER SHEAR WALL SCHEDULE E �. �� :: ��r�, �.�;� �: � %"DIA. THREADED ROD, PLATE WASHER %"x3"x3" AT BOTTOM HEADER PER PLAN ��r��r�� ►� L� ��r�� r�� l (I�ef�r�n�� lI�C T� i�tit�u� �� +d I��d��e C�is#a�� TC�� E�dt�� B+D��t�t1"1 E� s i r� �.��i �� n ��c� ��ri�t� r� ►I� 5(�?.�,1) an�d �p��g ��i��e�� IRa�s �+� Enc�s Ror�t �pa�ir�g L�d�� 2 inchesd �/4 i�ach 2 inchesb 1��$ in�ches�' I�ar�d joist� 3/� inch 2 inch�s� � in�chesb 1 5�/$ inches� For �I: � inch = 2,�.��mm � � a. L�g screws� or bolts rr�u�t be �tagger�ed fram the top and bott��n ai ng th� horizt�ntal run, See figure below. b. N1laximum 5 inches. c. �ar en�ineered rim �aists, the manufacturer's recommend�tians ga✓ern. d. The minirnum �istance from the bottom r+�w to the �op �dge af the �d��er mu�t be in addordance v�ith figure below. e. � inci�es may be reduced to 3/4 inch vuhen the band jois� is directiy� s�pporte� �y a m�ns9�l, he�der, or by double top wall plates. �n i�l��t c�� La ��v��' ��d �� ir� �Reference I�G Figu're 5{��.2.i�1)} � L�1� SCREW O�t BOLT � 9 � �: � LEQG�R � STAC+CER FASTENERS IN 21�4W� 2" MIN 5.�r" flr'!IN F+dR 2X8 �' �.�" [1r'IIN F+O�R 2X1d i �,�° r�iN �a� �x�2 �1'tp �I II'1 �'aISTA�CE CAN BE REDUCED T�O 4.5" IF LI�,G SCR�'WS ArRE t��ED OR l� BOLT �P�0.Cihl� 18 REDUCED TO THAT QF i.AG SCREW'S TO ATTACH 2X8� LEDGERS TO 2X8 B�t�O Jt�ISTS. ��`a� �� {�� V�r +�� i��i �n L.� ��i (Reference IFt� F'igure 5�7.�.1(2�) ��R�� TW�� XI�TIt�G �TU� V+v'�L� --,.... (�1 Exi�tin� 2x E��1� JC}i�T tJR E�1�I�1�ERI�I� f�1M BO,AF�D SECTION D NTS E�G� J�iST �� SCREl�1S C3R BfJLTS JC}IST I�ANGER � � � � � �� SECTION E NTS 0 JOIST HANGER SCHEDULE Joist Single Double Skewed 45 Face Mount IUS HUS SUR Top Mount ITS MIT SUR Face Mount LUS LUS-2 SUR Top Mount HUS-TF HUS-2TF SUR � � � N � �«" 4� y,� ki k `, � � ` r,� & H�` �Y � ��. ,� �� ..:� " ,� � ...,,�� `� � �� - � �� , � �� .� �, � k � �� .�� _ ��. �� CT 02 209� t� �:: ��. �� :::. ;.; ��rv o� -� u K�.��r t:� �.: R��° Fo� JAN 2 5 201� CC3DE C4il�PLIANCE APPROV�C? �RMi�f CEiVl'E� �� 0 �. �Q1� 0 City of iukwil� �� 11 /14/17 REV 1� housedesign4u@outlook.com 425-891-5111 11 /14/17 DATE 8 29 17 SHE� N0. i::; ,;: .