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Home My WebLink AboutPermit D15-0083 - PINZARI RESIDENCE - ADDITIONPINZARI RESIDENCE 6410 S 153 ST D15-0083 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 3597000343 Permit Number: D15-0083 Address: 6410 S 153RD ST Issue Date: 8/4/2015 Permit Expires On: 1/31/2016 Project Name: PINZARI RESIDENCE Owner: Name: PINZARI ALEXEI+LUDMILA Address: 6410 S 153RD ST, TUKWILA, WA, 98188 Contact Person: Name: LUDMILA PINZARI Address: 6410 S 153 ST, TUKWILA, WA, 98188 Contractor: Name: AFFIDAVIT- LUDMILA PINZARI Address: License No: Lender: Name: Address: "I , DESCRIPTION OF WORK: ADDITION TO EXISTING HOME Phone: (206) 291-3194 Phone: Expiration Date: Project Valuation: $43,768.02 Fees Collected: $1,519.38 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No / Permit Center Authorized Signature: Date: G` I hearby certify that I have read and examined t is permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: rA�--, I Date: '0`1 — ('j— Print Name: P / n -a l t , /-1JA11PLf 1 &Z- 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: Addition on northeast side of the house must maintain a five foot setback from the side property line as shown on the site plan submitted with the building permit application. 2: ***BUILDING PERMIT CONDITIONS*** 3: 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. 4: 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. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 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" 0301 CONCRETE SLAB 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0401 ROOF SHEATHING 4046 SI-EPDXY/EXP CONC 0413 WALL SHEATHING/SHEAR CITY OF T UA-rr AA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ho://www.TukwilaWA.gov Building Permit No. Project No. e Date Application Accepted: `T Date Application Expireg: () I La jFor office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION / /� p King Co Assessor's Tax No.: Site Address: ! 1/ 3 —f, k UJ (ICj WA Suite Number: Floor: Tenant Name: P1 , d m, lQ — ,?/8,? New Tenant: ❑..... Yes El.. No PROPERTY OWNER Name: /' fl / tad l4u/, a Address: 6 I l Y��3 f-® ST' /Zip: 16i`� � Q State: W /1 CONTACT PERSON — person receiving all project communication Name: W rc i 40l (,W7��e4o, Address: ola ,r City: 7 fL. /, i1/� State: /,;y A Zip: ?l Phone:/ �/ J 1 1 9 . (- CYO Email: 02�� , �LY,— 3 1 U GENERAL CONTRACTOR INFORMATION Company Name: f Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) 1 PinName: i1 �-GC�O WW, l �, Address: q v City: 7 /„ W i 1 a Sit/ate: /, o� Zip: H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 1 of 4 BUILDING PERMIT INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ � 006? Existing Building Valuation: $ Describe the sco e o work (please provide detailed information): �` Q `ram Will there be new rack storage? ❑ .... Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor r 2" Floor 3Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck + 1�. 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: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....... Yes ❑ ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ .......Automatic Fire Alarm El ....... None El ....... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes ❑ ...... No If "yes, attach list of materials and storage locations on a separate 8-112" x I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 PUBLIC WORKS PERMIT INF AVIATION — 206-433-0179 Scope of Work (please provide detailed information Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ... Water District # 125 ❑... Highline ❑. Renton ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ ...Valley View El ... Renton ❑... Seattle ❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which an ❑ .. Civil Plans (Maximum Paper Size — 22" x 34" ❑ .. Technical Information Report (Storm Drainage) El ... Geotechnical Report Ell.. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easemell ❑... Maintenance Agreement(s) El.. Hold Harmless — (SAO) E1.. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ ... Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance El ... 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 El ... Work in Flood Zone ❑... Storm Drainage El ... Abandon Septic Tank ❑... Curb Cut El ... Pavement Cut ❑... Looped Fire Line ❑ .. 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 Monthly Service Billing to: Mailing Water Meter Refund/Billine: Name: Mailing Address: ❑... Grease Interceptor ❑... Channelization ❑ ... Trench Excavation El ... Utility Undergrounding WO # (2) WO # (3) WO # WO # (2) " WO # (3) " WO # WO # ❑ .. Deduct Water Meter Size " Private ❑ Private ❑ Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: City Day Telephone: State Zip H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: Febmary2012 City State Zip Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Date: /V7 - a - z Print Name:__ _ N4 < Day Telephone:—,1906—'2. MailingAddress: City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 DESCRIPTIONSACCOUNT PermitTRAK QUANTITY+ $34.72 D15-0083 Address: 6410 S 153RD ST Apn: 3597000343 $34.72 DEVELOPMENT $4.50 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $30.22 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: :.: R000.322.900.04.00 0.00 $30.22 Date Paid-. Tuesday, August 04, 2015 Paid By: LUDMILA PINZARI Pay Method: CREDIT CARD 00422E Printed: Tuesday, August 04, 2015 1:33 PM 1 of 1 1017 WYS'!E'MS DESCRIPTIONS PermitTRAK QUANTITY PAID $1,260.00 D15-0083 Address: 6410 S 153RD ST Apn: 3597000343 $1,260.00 DEVELOPMENT $1,245.66 PERMIT FEE R000.322.100.00.00 0.00 $891.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $354.56 TECHNOLOGY FEE $14.34 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: 86 R000.322.900.04.00 0.00 $14.34 $1,260.00 Date Paid: Tuesday, August 04, 2015 Paid By: LUDMILA PINZARI Pay Method: CASH Printed: Tuesday, August 04, 2015 1:31 PM 1 of 1 CRW SYSTEMS Date Paid: Monday, April 06, 2015 Paid By: PINZARI ALEXEI+LUDMILA Pay Method: CASH Printed: Thursday, April 09, 2015 10:39 AM 1 of 1 R?WSYS7EM5 Date Paid: Monday, April 06, 2015 Paid By: PINZARI ALEXEI+LUDMILA Pay Method: CASH Printed: Monday, April 06, 2015 3:57 PM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $220.00 D15-0083 Address: 6410 S 153RD ST Apn: 3597000343 $220.00 DEVELOPMENT $218.18 PERMIT FEE R000.322.100.00.00 0.00 $129.50 PLAN CHECK FEE R000.345.830.00.00 0.00 $84.18 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $1.82 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4990 R000.322.900.04.00 0.00 $1.82 $220.00 Date Paid: Monday, April 06, 2015 Paid By: PINZARI ALEXEI+LUDMILA Pay Method: CASH Printed: Monday, April 06, 2015 2:20 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permits N&PrCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request line (206) 438-9350 DIVISION (206) 431-3670 Proj Tyg of Inspection: �G 12 S j �Er dC c J 1 C,bi "J6 /.�e' L Address: t'oewo S3 raD S� Date Called: Special Instructions: Date Wanted / a.m. p / Requester' G zY�r' Phone No: &6 - ZO 1- V 97 Approved per applicable codes. t__J Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit �iS� GJJ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' t: f /J m �, It Type�spection: ie/fiwl) A16- Ad ress: qjo S ST Date Called: Special Instructions: Date Wanted a.m. /6 M. Requesteif. Phone No: Approved per applicable codes. Ll Corrections required prior to approval. ' a �. r� RA "Up pector: U El REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD F Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec t;_AYMP—) 1 S Type of ection: )AJC Address: 10 S a L S;T— Date Called: Special Instructions: Date Wanted: P.M. Requester: Phone No: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit � G�� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of I9yection: Address: Date Called: Special Instructions: Date Wanted Requester: Phone No: 11 Approved per applicable codes. 1( Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 08 Retain a copy with permit 1.015-- S INSPECTION No. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: Type oi�pett Addr ss: t� Date Called: Special Instructions: Po ct/ Date Wanted: a. — s44 p.m. Requester: Phone No: EJApproved per applicable codes. M Corrections required prior to approval. I I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD n Retain a copy with permit ID15--oo�-3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: !- Dat Called: Special Instructions: Date Wanted a.m. Reques er: Phone No: 2,66 Approved per applicable codes. 1:1 Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 20 INSPECTION RECORD ®l� 1 s TION N0. PERMIT N0. �� P Retain a copy with permit _1 CITY OF TUKWILA BUILDING DIV15ION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr at: T 0- Type of Insp tron: BOO ® 7�t �j� (_ 7" v'^ Date Called: Special instructions: 44 Daj Want ed: i a.ni. _ l h p.m. Requeste . �� r Phone N�� _ � / ` '3 / f / Approved per applicable codes.. Corrections required prior to approval. ate:3 `/r_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee.must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. NO t INSPECTION RECORD jp1_5-�_0()g-3 1 Retain a copy with permit INSPrCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct, NA zq �6jV Type of Inspection' f Gt Address: Date Called: Speci I Instructions: Date Wanted: r ` a.m. Requ ster. Phone No: ----------------- Approved per applicable codes. Corrections required prior to approval. COMMErr I 'J ��1�� OMtwig Inspector Date: _2-3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. lir C INSPECTION RECORD i1/S- �Q� Retain a copy with permit 1/ \INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 r (206) 431-3670 Permit Inspection Request Line (206) 438-9350 FKIta ( Qk P}r� act: r Type f Inspection: T I I ' D_ f h Address: (o 153 vc( f . Date Call d Special Instructions: Date nted: a.m. fps— p.m. Requ ster: a d Cam!( t✓ T t �-�'-® � � � 6 f� Phone-No:�,'- -3 ❑ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS; v ,{ o C. (� c1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �r m N q 11 4011 m SOUTH 153RD STREET FtECE1�Y'FD CiTV OF SITE ADDIRESS APR 0 6 2015 6410 SOUTH 153rd. STREET 7UKWILA, WA 98188 FE thVT f;:ENTPHR f=ROPERTI' INFO, PARCEL NUMBER: 3591000343 PLLS: 5E-23-23-4 LATITUDE: 41.46532 LONGITUDE:-12225433 TUKWILA, WASHINGTON OWNEfz PINZARI ALEXEI 4 LIUDMILA 6410 SOUTH 153rd. STREET TUKWILA, WA 98188 CELL: (206) 291-3091 2ND: (206) 291-3191 SITE FLAN SCALE: P=30'-V REVIEWED FOR CODE COMPLIANCE APPROVED JUL 13 2015 W gf- City of Tukwila BUILDING DIVISION )kc-o083 FILE STRUCTURAL CALCULATIONS Pinzari Structural Evaluation Upgrade to Existing 6410 S 153rd St Tukwila, WA 98188 PREPARED FOR Urban Design Group 879 Rainier Ave. N. Suite A200 Rentnon, WA 98057 March 26, 2015 project no. 11415 Date: Rev. Submittals: 03/26/2015 A,, Submittal RE',AEWED FOR CODE COMPLIANCE APPROVED JUL 13 2015 0 City of Tukwila BUILDING DIVISION kECEI �,'E:D !TY OF TU!KV4li J' APR 0 6 2015 PERI'��!T CEN17 Er-� EXPUM JANUARY 21, 2016 PO BOX 39681 • LAKEWOOD, WA 98496 • PHONE: (253) 250-6651 (cell) • nnengineering6gmail.com • NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd I. SEISMIC Lateral Analysis shall be based on 2012 "International Building Code" (IBC), Section 1613, ASC/SEI 7-10 "Minimum Design Loads for Buildings and Other Structures", Ch. 26 - 30), and Special Design Provision for Wind and Seismic (AWC SDPWS-08) Desian Criteria: Occupancy Category II - Residential Importance Factor: IE := 1.00 lw := 1.00 Site Class D Seismic Use Group I Seismic Design Category D - Residential Spectral Accelerations for short periods: Ss := 1.25 Spectral Accelerations for a 1-second period: SI := 0.50 Site Coefficient - table 1613.3.3(1 &2) Fa := 1.0 F, := 1.5 SMs := Fa Ss SMs = 1.25 (16-36) SMI := F,-SI SMI = 0.75 (16-38) Spectral Response Parameters SDs 3 SMs SDs = 0.83 SDI 3 SMI SDI = 0.5 Design Coefficient (ASCE Table 12.2-1): X:= 6.5 no := 3 Cd := 2 Earthquake Load Combination -Allowable Stress Design (ASCE 12.4,2.3) Eh := P-QE Ev := 0.20•SDs-D p := 1.3 LC5 := (1.0 + 0.14SDs)•D + H + F + 0.70p•QE LC6 := (1.0 + 0.105•SDs)D + H + F + 0.525-p.QE + 0.75L + 0.75-S LC$ := (0.6 - 0.14•SDs)D + 0.70p.QE + H Earthquake Load Combination with Over -strength Factor no - Allowable Stress Design (ASCE 12.4.3.2) LC5.os = (1.0 + 0.14SDs)•D + H + F + 0.70Q,,.QE LC6.os := (1.0 + 0.105•SDs)D + H + F + 0.525.Q,.QE + 0.75L + 0.75•S LC8.os (0.6 - 0.14•SDs)D + 0.70Q,,.QE + H Seismic Base Shear (ASCE 12.14-11) V := F'• SDs W R A. Determine Seismic Dead Loads (D): fr := 15psf Framing Dead Load Pt, Opsf Concrete Topping (Floors) Pti Opsf Roof Tile pµ, := 7psf Wall Total Floor Dead Load (D): Df:= fr + pto Df = 15•psf Total Roof Dead Load (D): Dr := fr + pti Dr = 15•psf Page 1 NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd B. Determine Seismic Weight (1M: Overall Building Dimensions : hl := 8ft Height of First Floor Walls wr := loft Average width of roof lr := 46.4167ft Average length of roof Total Floor/Roof Areas 1ft2/ AR := 565ft2 AR = 565 ft2 TOTAL WEIGHTS - ROOF DIAPH. + (1/2) WALLS: Wr:= AR•D, + [5•hl•(lr + wr)•2]•pN, Wr = 11.63-k TOTAL WEIGHTS - ROOF + FLOOR + WALLS n/.4ni= Wr W = 11.63•k Roof C. Determine Seismic Base Shear (ASCE 14.14-11): F'• SDS Vmax := R W D. Vertical Distribution of Lateral Forces Longitudinal Direction Frlong Vmax Frlong = 1.49•k Lateral Direction Frlat Vmax Frlt = 1.49•k a Exterior Wall Dimensions (ft): L1:= IN L8:= 27ft L2 := 24ft L9 := 7ft L3 := 25ft L10 := 22ft L4:= 19ft Lll:= 17ft L5 := 9ft L12 := 13ft L6:= 18.5ft L13 := 17ft L7:= 27ft L14:= 13ft V w5' :=rlong w5' = 149.16•plf Wr w7' := Vrlati w7' = 32.13•plf r Vmax = 1.49•k Page 2 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 E. Determine Building Redundancy p First Floor: WALLA La := 13.5ft Va :_ (L1•.5)•w5' F. Calculate Earthquake Forces Erlong 0.70P'Vmax Erlat 0.70P-Vmax V rlong Erlong VIrlat Erlong Pinzari Residence Structural Evaluation p=1.3 Va = 745.79Ib Uniform Loads to Roof/Floor Diaphragm (seismic) (Adjusted to working stress level) Erlong = 1.36•k Erlat = 1.36•k V'rlong = 1.36•k Vrlat = 1.36•k Erlong w5 := w5 = 135.73•plf Wr Erlong w7 := 1 w7 = 29.24•plf r 3/26/2015 11415L.xmcd Base Shear Longitudnal Base Shear Lateral Shear Longitudinal Shear Lateral Uniform Load Seismic (Roof Diaph. Longit.) Uniform Load Seismic (Roof Diaph. Lat.) Page 3 NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd II. Wind on Buildings MWFRS- Part 2 Enclosed Simple Diaphragm Ps X'Kzt'Ps30 (ASCE Egn..28.6-1) Low -Rise Buildings (ASCE Ch. 28) Lateral Analysis shall be based on 2012 "International Building Code" (IBC), Section 1613 and ASC/SEI 7-10 "Minimum Design Loads for Buildings and Other Structures", Ch. 26 - 30), Special Design Provision for Wind and Seismic (AWC SDPWS-08) Simplified Design Wind Pressure, PS30 (PSQ Design Criteria: V asd = 85 mph (IBC Table 1609.3.1) Exposure B Occupancy Category: II Kz1:= 1.0 Nominal Design Wind Speed Height (h) < 60ft Height < least width horizontal dimension Ps30A 15.9psf•K— Horizontal Pressure End Zone of Wall PS30.B 4.2psf•K�t Ps30.0 10.6psf•Kz1 Ps30.D 2.3psf Kzt Ps30.E 13.8psf•Kzt Horizontal Pressure Horizontal Pressure Horizontal Pressure Vertical Pressure Ps30.F 9.6psf•Kz1 Vertical Pressure Ps30.G:=—9.6psf•Kzt Vertical Pressure PS30.H:=—7.3psf•Kzl Vertical Pressure Ps30.Eoh:=—19.3psf•Kxl Vertical Pressure Ps30.Goh:=—15.lpsf•Kzt Vertical Pressure Height Above Ground (ft.) 0' to 15' X15 := 1.00 15' to 20' X20 := 1.00 20' to 25' X25 := 1.00 25' to 30' X30 := 1.00 30' to 35' X35 := 1.05 35' to 40' X40 := 1.09 End Zone of Roof Interior Zone of Wall Interior Zone of Roof End Zone Windward Roof End Zone Leeward Roof Interior Zone Windward Roof Interior Zone Leeward Roof Overhang @ End Zone Windward Roof Overhang @ Interior Zone Windward Roof Page 4 NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd A. DETERMINE BASE FORCES Height Above Wind Pressure (Horiz.) Wind Pressure (Horiz.) Wind Pressure (Horiz.) Wind Pressure (Horiz.) Ground (ft.) (Wall End) (Roof End) (Wall Interior) (Roof Interior) 0' to 15' PIA := %15'1'PS30.A PIB _ X15'1'PS30.B Plc _ X15'I'PS30.0 PID := X15'I'PS30.D PIA = 15.9•psf PIB = 4.2•psf PIC = 10.6•psf P1D = 2.3•psf 15' to 20' P2A := %20'I'PS30.A P2B _ X20'1'PS30.B P2C _ X20'I'PS30.0 P2D := %20'1'PS30.D P2A = 15.9•psf P2B = 4.2•psf P2C = 10.6•psf P2D = 2.3-psf 20' to 25' P3A := X25'1'PS30.A P3B :_ X25'1'PS30.B P3C :_ X25'1'PS30.c P3D := X25'1'PS30.D P3A = 15.9•psf P3B = 4.2•psf P3C = 10.6•psf P3D = 2.3•psf 25' to 30' P4A := X30'1'PS30.A P4B :_ X30'1'PS30.B P4C :_ X30'1'PS30.0 P4D := X30'1'PS30.D P4A = 15.9•psf P4B = 4.2•psf P4C = 10.6•psf P4D = 2.3•psf Height Above Wind Pressure (Vert.) Wind Pressure (Vert.) Wind Pressure (Vert..) Wind Pressure (Vert.) Ground (ft.) 0'to 15' PIE:= %115'1'PS30.E PIF:= %15'1'PS30.F PIG:= X15'1'PS30.G PlH:= X15'I'PS30.H PIE =-13.8•psf PIF =-9.6-psf PIG =-9.6-psf PIH =-7.3•psf 15'to20' P2E:= X20'1'PS30.E P2F:= XXI'PS301 P2G:= >120'1'PS30.G P2H:= X20'1'PS30.H P2E _-13.8•psf P2F =-9.6•psf P2G =-9.6-psf P2H =-7.3-psf 20' to 25' P3E :_ %25'1'PS30.E P3F := >125'1'PS30.F P3G := X25'1'PS30.G P3H := X25'I'PS30.H P3E _-13.8•psf P3F =-9.6•psf P3G =-9.6•psf P3H =-7.3•psf 25'to 30' P4E:= %30'1'PS30.E P4F:= %30'1'PS30.F P4G:= %130'1'PS30.G P4H:= X30'I'PS30.H NE =-13.8•psf P4F =-9.6•psf P4G =-9.6•psf P4H =-7.3•psf HeightAbove Wind Pressure (Vert.) Wind Pressure (Vert. Ground (ft.) (Overhangs) (Overhangs) 0' to 15' PlEoh :_ X15'I'PS30.Eoh PIGoh := X15'I'PS30.Goh P1Eoh =-19.3-psf PlGoh =-15.1•psf 15' to 20' P2Eoh := X20'1'PS30.Eoh P2Goh:= %120'I'PS30.Goh P2Eoh =-19.3•psf P2G h =-15.1•psf 20' to 25' P3Eoh := X25'1'PS30.Eoh P3Goh := >125'1'PS30.Goh P3Eoh =-19.3•psf P3Goh =-15.1•psf 25' to 30' P4Eoh :_ X30'1'PS30.Eoh P4Goh := %30'1'PS30.Goh P4Eoh =-19.3•psf P4Goh =-15.1•psf Page 5 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Components and Cladding (6.4.2.2) Pinzari Residence Structural Evaluation Put:= %1'I'Pnet30'Kzt Wind Pressure (Vert.) Wind Pressure (Vert.) Roof 270 -zone 1-3 10sf Roof 270 - zone 1 10sf Plnetl _ X15'I.7.5psf Plnetu := X1011.9psf Plnetl = 7.5•psf PInetu = -11.9•psf P2netl _ X20'1.7.5psf P2netu _ X20'I•-11.9psf P2netl = 7.5-psf P2netu = -11.9•psf P3net1 _ X25'1-7.5psf P3netu _ X2011.9psf P3net1 = 7.5•psf P3netu =-11.9•psf P4net1 :_ X30'I.7.5psf P4netu :_ X30'1•-11.9psf P4netl = 7.5-psf P4netu =-11.9•psf Determine Uniform Wind Loads: Wind Pressure (Vert.) Wind Pressure (Vert.) Wall 270 - zone 4-5 10sf Wall 270 -zone 5 10sf Plnet4 X15'I.13psf Plnetw := %15'1•-17.4psf Plnet4 = 13•psf Plnetw =-17.4•psf P2net4 >120'1.13psf P2netw := X20'1•-17.4psf P2net4 = 13•psf P2netw =-17.4-psf P3net4 X25'I.13psf P3net4 = 13•psf P4net4:= X30'I.13psf P4net4 = 13•psf wl := P1C•2ft + P2c•5ft + P3c• lft wl = 84.8.plf w2 := PIC-8.5ft w2 = 90.1.plf w3 := PIC-2ft + P2C•5ft + P3c•5ft w3 = 127.2•plf w4 := P1C• 10.5ft + P2c•5ft + P3c• lft w4 = 174.9•plf Flat := w3 wlat = 127.2•plf 'long := w1 wlong = 84.8•plf Vwlong := wlong*wr Vwlong = 0.85•k Vwlat := wlat' lr vwlat = 5.9•k C. STORY S HEAR -WIND LONGITUDINAL DIRECTION Vr.long.wind := W1'Wr Vr.long.wind = 0.85•k V2.long.wind := Vr.long.wind V2.1ong.wind = 0.85•k LATERAL DIRECTION Vr.lat.wind := w3'1r Vr.lat.wind = 5.9•k V2.lat.wind := Vr.lat.wind V2.lat.wind = 5.9•k P3netw := X2017.4psf P3netw _-17.4•psf P4netw :_ X30•1•-17.4psf P4netw _-17.4•psf Uniform Load Wind (Roof Diaph. Longit.) Uniform Load Wind (Roof Diaph. Lat.) Uniform Load Wind (Roof Diaph. Lat.) TOTAL WIND LOAD PER LIN FT OF BLDG. 3/26/2015 11415L.xmcd WIND BASE SHEAR - LONGITUDINAL DIRECTION WIND BASE SHEAR - LATERAL DIRECTION Page 6 NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd III. SUMMARY OF STORY SHEARS Vx : SEISMIC WIND LONGITUDINAL LATERAL LONGITUDINAL LATERAL ROOF Vrlong = 1.49•k Vrlat = 1.49•k Vr.long.wind = 0.85•k Vr.lat.wind = 5.9•k (Controlling uniform load/shears) LONGITUDINAL LATERAL ROOF Vr.long = "w5-eq" Vr.lat = "w3-wind" A. SUMMARY UNIFORM LOADS: wl = 84.8•plf WIND (Roof Diaph. Longit.) w2 = 90.1•plf WIND (2nd Fir. Diaph.Longit./Lat.) w3 = 127.2•plf WIND (Roof Diaph. Lat.) w4 = 174.9-plf WIND (Roof Diaph.) w5 = 135.73.plf SEISMIC (Roof Diaph. Longit.) w6 = 0•plf SEISMIC (2nd Fir. Diaph.Longit.) w7 = 29.24•plf SEISMIC (Roof Diaph. Lat.) w8 = 0•plf SEISMIC (2nd Fir. Diaph.Lat.) IV. SHEAR ON SHEAR WALLS Wall A (SEISMIC): La = 13.5 ft (L1•.5)•w5 va:= La va = 50•plf V. SHEAR WALL STRENGTH OVERTURNING MOMENT ON WALLS 1st Floor Walls HW := hl Wall Length Overturning Moments A Lal := 3ft OTMal := va-Lal•HW OTMal = 1206.52lb•ft Page 7 NN Engineering, P.S. Pinzari Residence PO Box 39681, Lakewood, WA 98496 Structural Evaluation B. SHEAR WALL DEAD LOAD RESISTING MOMENT Dead Load on Shear Wall Shear Roof / Floor Weights Wall Weights wall 1 Al DLRFal := 12•ft•�2 •Df I Lal DLWLal := HW•pw Lal 3 J DLRFal = 360lb DLWLal = 1681b C. HOLDOWN FORCES ON WALLS . First Floor Al HDFal := OTMal — DLRMal Lal Dead Load Resistina Moment DLal := DLWLal + DLRFal Mal = 528lb DLRMal := DLal-Lal•.5 DLRMal = 792lb. ft HDFal = 138.171b D. ALLOWABLE ANCHOR BOLT SPACING Table 8.2E (1997 NDS) 5/8 " DIA. Anchor Bolt w/ 1 1/2" Side Member (Hem -Fir) ZB := 8301b• 1.33 ZB = 1103.91b Allow. Load on 5/8" Dia. Bolt in shear 1ft spacing. ZB = 275.98•plf Allow Shear/ft for 4' max spacing 4ft E. SHEAR STRESS AROUND OPENINGS: WALL SHEAR STRESS A.B. SPACING Z La A val : a 0 ft val = 50.27•plf sal val VII. SHEAR WALL SUMMARY Mk Wall Shear Anchor bolt Holdown Type Stress Spacing Force A 0 val = 50.27•plf sa = 48•in HDFal = 0.14•k PA:= (val — va)•0•ft Edge Nailing 8d @ 6" o.c. 3/26/2015 11415L.xmcd HORIZ. STRAP FORCE Pa=0 Holdown Type. NO HOLDOWN Page 8 NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd III. Gravity Load Analysis Gravity Analysis shall be based on 2012 "International Building Code" (IBC), and ASCE/SEI 7-10 Sect. 7.3 - 7.4 and "Minimum Design Loads for Buildings and Other Structures", Section 3.0 - 6.0. Design Criteria: A. Determine Dead Loads (D) (1606): Uniform Dead Loads (Psf): fr&:= 15psf Framing Dead Load (or actual) Pto = 0•psf Concrete Topping (Floors) thk = 0•in Ao,:= Opsf Roof Tile = l.lpsf Wall B.1 Determine FLoor Live Loads (L) ( IBC Table 1607.1 & ASCE Table 4-1 ): llf := 40psf Floor Live Load llg := 55psf Garage Slab on Grade lld := 60psf Deck Live Load llgc := 30001b Garage Concentated Load (4.5in x 4.5in area) lla := 100psf Assembly Areas ll'gc := 22501b Garage Concentated Load (per wheel) - storage B.2 Determine Adjusted Uniform Snow Loads (L) (ASCE Ch. 7) Roof Snow Load - (Ground Snow load pg < 20psf ; Site elevation < 700ft) pf:= 0.7•C Ct•I•pg Flat Roof Snow Load (ASCE Epn. 7-1) Ce := 1.0 - Exposure B Table 7-2 Pg 20psf (Ground Snow load per AS CE Fig. 7-1) Ct := 1.1 - Table 7-3 Obstructed non -slippery surface w := 25psf (Min. Roof Snow load - Heated space (ventilated) per local jurisdiction) Iv= 1.0 - Importance Table 7-4; Category II per table 1-1 Pf := 0.7-Ce-CO-N Pf = 15.4•psf p'f = if1p9< 20psf,(I•pg),(20psf•1)] p'f = 20•psf min. p"f:= if(Pf > w.Pf,w) p"f = 25•psf min. PS Cs'Pf Sloped Roof Snow Load (ASCE Eqn. 7-2 Warm Roofs) Z& 1.0 (ASCE Table 7-2a; < 4:12 to 7:12 roof pitch p's = 25psf Min. (Heated Ventilated space) Floor Dead Load (Df): Df = 15-psf Floor Live Load (Lf): Lf = 40•psf Roof Dead Load (Dr): D, = 15•psf Roof Live Load (Ld: L, = 25•psf TOTAL FLOOR LOAD (TLf): TLf = 55•psf TOTAL ROOF LOAD (TLd: TL, = 40•psf Page 9 NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd Exist 2x4 Joists (M 16" o.c. -J1 = 6•ft t := 1.5in h := 3.5in Dr = 15•psf Lr = 25•psf TLr = 40•psf tw:= 16in nrN = TLC tw w = 53•plf WDL:= Dr-tw WDL = 20•plf 2 (2L1Mmax := w8 Mmax = 240 ft lb Vim:= w — h) Vma = 14.4.44 lb Rm� = 160 Ib Allowable Stresses (adjusted) HF#2 Fb:= 1000•psi = 145•psi E':= 1600000•psi CD:= 1.15 CF:= 1.1 Cr:= 1.15 F'b := Fb•CD•CM'Ct•CF•Cr F'b = 1455•psi Cm := 1 ,�,:= 1 CH := 1 0 L TL _ F'v := FV•CD•CM•Ct•CH F'v = 167•psi 240 Sreq = Mmax Sreq = 1.98•in3 < S = 3-in 3 OK Sreq Fib — 64.64 S Areq — VM..1.5 Areq = 1.3•in2 < A = 5-in OK Areq F° = 24.75 A _ 5•w•L4 4 Ire Ireq = 3.24•in < 4 I = 5-in OK Ireq ( actual A ) q 384•E'•ATL = 60.45 I OTL = 0.18•in 2x4 Existing Joists M- 16" o.c. - HF#2 - J2 := 4.5•ft tM;= 1.5in 1k:= 3.5in Dr = 15•psf Lr = 25•psf TLr = 40•psf t:= 16in N = TLC tw w = 53•plf k.= Dr•tw wDL = 20•plf := wg2 r l Mmax = 135 ft lb := w 12 — hJ Vma = 104.44 Ib Rm = 120 lb Allowable Stresses (adjusted) HF#2 ;5;= 1000•psi Fes- 145•psi NFL.= 1600000•psi 1.15 ' Fb•CD•CM•Ct•CF•Cr F'b = 1455•psi L NFL:= FV•CD•CM•Ct•CH F', = 167•psi ^^" 240 Sreq = Mmax Sreq = 1.11•in3 < S = 3•in3 OK Sreq F'b = 3 S6.36 Areq = Vmax 1 5 Areq = 0.94•in2 < A = 5•in2 OK Areq F'v = 1 7.9 A 4 5•w•L4 Ireq = Ireq = 1.37•in < 4 I = 5-in OK Ireq (actual 0 ) 384•E'•OTL — 25.5•% I OTL = 0.06•in Page 10 NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd W Joists Cad 16" o.c. - HF#2 - J3 Df = 15•psf Lf = 40•psf TLf = 55•psf w = TLf•t,,, w = 73•plf w L2 M,„,, = 827.29 ft• lb �'�= 8 Allowable Stresses (adjusted) HF#2 = 9.5•ft , w.= Df'tw = w'(L — h) 2 t�= 1.5in nh,N:= 7.25in tom:= 16in wDL = 20•plf Vmm = 304.03 • Ib Rm,, = 348.33•lb = 875•psi &.= 170•psi qW= 1 = I &;= I CL := 1.0 = 1.2 Cffi := I Ci := 1.0 $4= 1.15 Fb'CD'CM'Ct'CL'CFCfu'CfC, F'b= 1207•psi C'i:= 1.0 := F,,•CD•CM•Ct•Ci F',, = 170•psi 0 — L "''"4A 240 := 1600600•psi•C'i E' = 1600000•psi Sreq .= Mmax Sreq = 8.22•in3 < S = 13•in3 OK Sreq F'b = 62.57•% S Areq .— Vmax' 1.5 Areq = 2.68•in2 < A = 11•in2 OK Areq F° = 24.67 A 5•w•L4 _ 4 I I 17.68•in < Ireq = Ireq 4 I = 48•in OK Ireq ( actual A ) — 384•E'•0•rL I = 37.12•% ATL = 0.18•in 3-1/2 x 7-1/4 Parallam Beam (PSL) - 1131 = 13•ft V 3.5in - h := 7.25in Dr = 15•psf Lr = 25•psf TLr = 40•psf It*:= 3.5ft w = TLC t,,, w = 140•plf w := Dr tw wDL = 52•plf 2 N := w8 Mmax = 2957.5 ft•lb �= w (2 — h) Vm x = 825.42•lb Rmax = 910•lb Allowable Stresses (adjusted) NFL= 2900 psi= 290 psi Ems= 2000000 psi = 1.15 = 1 F . p' Fb'CD'CM'Ct'CF F'b = 3335•psi rW.= I= 1 ;= 1 _ L A ,Fw�:= F,•CD•CM•Ct•CH F', = 334 psi 240 = SreqMmax S 10.64•in3 < Sreq = — S = 31•in3 OK Sreq F,b = 34.71•% S Areq — Vmax' 1.5 Areq = 3.71•in2 < — A = 25•in2 OK Areq F��, ° = 14.63• /° A 4 Ireq = 5 w L Ireq = 69.21•in4 < I = 111•in4 OK Ireq = 62.26•% I Page 11 NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd 3-1/2 x 7-1/4 Parallam Beam (PSL) - B1A:= 12.5•ft t�;= 3.5in h,:= 7.25in Dr = 15•psf Lr = 25-psf TLr = 40•psf ty�:= 5ft = TLr tw w = 200•plf wy� = Dr tw, wDL = 75•plf 2 w8L Mmax = 3906.25 ft•lb tiV .= w•I L — h I Vma = 1129.17•Ib Rma = 1250•1b \ / Allowable Stresses (adjusted) ,W= 2900•psi Fes= 290•psi:= 2000000•psi= 1.15 = 1 FF'Fb•CD•CM•Ct•CF Fb = 3335•psi �3v�•i .= 1 0 _ L F- CD•CM•Ct•CH F'�, = 334•psi nwT3v 240 Sreq = Mmax Sreq = 14.06•in3 < S.= 31•in3 OK Sreq Fb = 45.84 S Areq — Vmax-1.5 Areq = 5.08•in2 < A = 25•in2 OK Areq . F° = 20.01 % A 4 Ireq := 5 w,L Ireq = 87.89•in4 < I = 111•in4 OK Ireq 384•E •OTL = 79.08•% I 3-1/2 x 5-1/2 Parallam Beam (PSL) - B2 := 7•ft tt = 3.5in 1k:= 5.5in Dr = 15•psf Lr = 25•psf TLr = 40•psf tw,:= 7ft = TLrtw w = 280•plf w := Drtw wDL = 105•plf 2 ( 1 := w8L Mmax = 1715 ft•Ib Vim:= W. L — h I Vma = 851.67•lb Rma = 980•Ib ` J Allowable Stresses (adjusted) = 2900•psi Fes= 290•psi Ems' .= 2000000•psi = 1.15 = 1 Fb•CD•CM'Ct•CF Fb = 3335•psi = 1= 1 F'� = 334 psi FV•CD•CM•Ct•CH ^^^"" 240 Sreq = Mmax Sreq = 6.17•in3 < S = 18•in3 OK Sreq Fb = 34.97 S Areq := Vmax 1 5 Areq = 3.83•in2 < A = 19•in2 OK Areq F'v = 1 9.9 A 4 Ireq := 5 w L Ireq = 21.61•in4 < I = 49•in4 OK Ireq 384•E'•OTL = 44.53 I Page 12 NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd 3-1/2 x 7-1/4 Parallam Beam (PSL) - 132A= 10•ft Dr = 15•psf Lr = 25•psf TLr = 40•psf vw = TLr tW w = 200•plf = Dr tw 2 A6w:= w8L Mma= 2500ft•lb = w•(L — h) Allowable Stresses (adiusted) tt;= 3.5in �tyw:= 5ft 1�:= 7.25in wDL = 75 • plf Vmax = 879.17•lb = 2900•psi nK,;= 290•psi nF' := 2000000•psi = 1.15 = 1 FiwJ�ri= Fb•CD•CM•Ct•CF F'b = 3335•psi ni 1 ^✓ 1 1 _ L ��^ µFA:= FV•CD•CM•Ct•CH F'v = 334•psi 240 Sreq .= Mmax Sreq = 9-in < S = 31•in3 — OK Sreq Fb = 29.34 S Areq .— VmF1.1.5 Areq = 3.95•in2 < A = 25•in2 OK Areq v = 15.58 A 4 Ire _ 5 w L q 384•E'-ATL lreq = 45•in4 < I = III -in 4 OK lreq = 40.49 I 4x8 Sawn Beam - B3:= 7•ft t�;= 3.5in �h := 7.25in Dr = 15•psf Lr = 25•psf TLr = 40•psf 5ft tom:= W. = TLrtw w = 200•plf = Drtw wDL = 75•plf 2 Mnn�W._ w8 Mmax = 1225 ft lb Vim:= w I — h I Vm = 579.17 Ib Allowable Stresses (adjusted) DF#2 \ / Rmax = 1000.1b Rmax = 700•1b = 900 psi Fes;= 180 psi;= 1.15 = 1= 1 Cam:= 1.0 Cam:= 1.2 := 1= 1.0= 1 Fb•CD•CM•Ct•CL•CF•Cf,•Ci'Cr F'b = 1242•psi := 1.0 Fes= FV•CD•CM•Ct•Ci F'v = 207•psi _ L "'"��'"• 240 Fes:= 1600000•psi•C'i E' = 1600000•psi S Mmax S 11.84•in3 < S = 31•in3 OK Sreq req F,b req = — S = 38.6•% Areq — Vmax' 1.5 Areq = 4.2•in2 < A = 25•in2 OK Areq = 16.54 F° A 4 Ifeq 5 wL lreq = 19.29•in4 < I= III•in4 OK lreq = 17.36•% 384•E'•OTL I Page 13 NN Engineering, P.S. Pinzari Residence 3/26/2015 PO Box 39681, Lakewood, WA 98496 Structural Evaluation 11415L.xmcd U8 Sawn Beam - B4 := 6.6667•ft M;= 3.5in 1 := 7.25in Df = 15•psf Lf = 40•psf TLf = 55•psf TLr = 40•psf tNf:= 5ft (floor) twr:= Oft (roof) a = TLf•t� f + TLr tw, w = 275•plf = Df•twf + Dr tw wDL = 75•plf 2 NMI,, := w8L Mmax = 1527.791lb Vim:= w•I — hJ Vma = 750.53.1b Rmax = 916.67•1b Allowable Stresses (adjusted) DF#2 = 850•psi Fes= 180•psiF'�:= 1600000•psi= 1 := 1.2 F�•'Fb•CD•CM•Ct•CF F'b = 1020.psi ' F,CD CM Ct CH F'v = 180•psi 240 Sreq,.— Mmax Sreq = 17.97•in3 < S = 31•in3 OK Sreq Fb = 58.62•% S Areq •— Vmax-1.5 Areq = 6.25•in2 < A = 25•in2 OK Areq F� _ 24.65 — A 4 Ireq := 5 w L Ireq = 22.92•in4 < 384•E'•ATL I = III -in 4 OK Ireq = 20.62•% I Page 14 z A R r-----------------------------------------------------IF7= I IL I If M1� II L _ O L I IF I I X `fl I I II we I1 �- I I I Ir - II II I IL IL I I I I I Ir Imo_ I I i it �— - r----------------- IIr II II - IL rr-- IL _ I I I rr I I I 1L— - II II II r� I I II II I IL II II II I I I IL - L I 1 I I I _ I Ir I IL - II II O Ir II — m LL________________� ________________ll IIr II � IL I Ir - II I I >C " Ly L I I _ I I II 1I - II T•V F r_- II m�0 I I II- II I__ II � -'p 1 Ir I I 2 �5 11 II II II I I I I I II II r I ~-I-- I I I I II I L I - I IL I I II I IL II Il____________________________________ r LL- UL 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 8/2/2016 LUDMILA PINZARI 6410 S 153 ST TUKWILA, WA 98188 RE: Permit No. D15-0083 PINZARI RESIDENCE 6410 S 153 ST 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 9/1 l /2016. 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 9/11/2016, 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, Rachelle Ripley Permit Techm iari File No: D15-0083 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, M Department of Community Development Jack Pace, Director 2/2/2016 LUDMILA PINZARI 6410 S 153 ST TUKWILA, WA 98188 RE: Permit No. D15-0083 PINZARI RESIDENCE 6410 S 153 ST 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 3/21/2016. 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 3/21/2016, 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, "I� n Rachelle Ripley Permit Technician File No: D15-0083 6300 Southcenter Boulevard Suite #100 • Tukivila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 16, 2015 PINZARI ALEXEI+LUDMILA 6410 S 153RD ST TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0083 PINZARI RESIDENCE - 6410 S 153 ST Dear PINZARI ALEXEI+LUDMILA, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (BUILDING REVIEW NOTES) 1. It appears the new deck framing and sheathing shall be located relatively close to the ground or finish grade. This would not necessarily qualify for a crawl space; however the wood floor sheathing shall be closely exposed to possible ground moisture that may potentially have a degrading affect to the wood sheathing. Show a vapor barrier lay over the ground to extend up to and attach to the side wall or under exterior floor framing. Vapor barrier shall slope to the exterior open side. 2. Also the one front side appears to be open where rodents and animals would potentially take residence. Show some method or detail for a barrier provided to sufficiently keep critters from making home under the porch. Barrier shall extend into the ground to prevent undermining. Ensure the under floor shall maintain a method for screened ventilation. (IRC R408.1 & R408.2) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0083 Fi3nn .Crnithrontor Rnnlovnrd Cl/Ito 411nn • Tukwiln Wnchinotnn 9R1RR a Phnno ?n6-d?1-367n a Fnr ?n(-d71-3/65 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0083 DATE: 07/07/15 PROJECT NAME: PINZARI RESIDENCE SITE ADDRESS: 6410 S 153 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ® Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 07/09/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/06/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) 1_97AMS Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0083 DATE: 4-6-15 PROJECT NAME: Fjo4 yj __'RESIDENCE SITE ADDRESS: 6410 S 153 ST X Original Plan Submittal Response to Correction Letter #, DEPARTMENTS: �f "[ - . C l Buil ing Division vm-MIAAAli�m Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Revision # before Permit Issued Revision # after Permit Issued ft 'PIK 4-"b I� Fire Prevention Structural ❑ at, Au & Planning Division p, Permit Coordinator f u DATE: 4-7-2015 Structural Review Required ❑ DATE: DUE DATE: 5-5-15 Approved ❑ Approved with Conditions ❑ Corrections Required D< (corrections entered in Reviews) REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) L67:711:8 Permit Center Use Only CORRECTION LETTER MAILED: 4 0— s— Departments issued corrections: Bldg [a— Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City ®f Tukw a Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL L Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Hate: � �- � �- � � Plan Check/Permit Number- b l � — lJ 0 (!3 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner J0 . F nr// I Project Name:_ Project Address Contact Person: Sumn»ary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center by: M-- Entered in TRAMT on -?' � `( T J�WiLa .wgsy 206 43i 36,7p�Building Division CITY OF TUK[�tTILA o: 2 Department of Community Development Public Works Department J} 6 oo Southcenter Boulevard Tukwila, WA 8188 2o6 3 9 433-0179 Telephone: (2o6) 431-367o FAX (2o6) 431-3665 Planning Division E-mail: tukplanoci.tukwila.wa.us 2o6 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: D /9 — D 01b 3 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.ogo applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number _, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. „SRO� SON 20�ARYNy s 10 / Ausv "3 J We�hh�. ,OF44 Owner/Owner's Agent* Signed and sworn to before me this day of , 201,1 t NOTARY PUBLIC in and for the State of Washington i Residing at 1 ,` County Name as commissioned: �� V , i_ My commission expires: .- 101 -- c;0/_r) 18.27.ogo Exemptions. There ation provisions of this chapter do not apply t, 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid, electrical contractor's license under chapter 19.2$',RCW,that employs a certified journeyman electrician,a,ce tifiedzesidential specialty electrician, or an electrical flainee ineeting the requirements of chapter,ig.28 RCW to,perform plumbing work that is incidentally, directly, and immediately appropriate to the''like=in-kind replacement ofia household appliance or other small.household utilizAtionequipment that requires limited electric power and'limited waste and/or water connectio fs.,Ati•electncalatrainee must be supervised by a certified eiecfrician while performing plumbing work. ' Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. GENERAL. NOTES INTERNATIONAL RESIDENTIAL CODE 2012 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISTICTION TO BE FOLLOWED. 2012 INTERNATIONAL RESIDENTIAL CODE 2012 WASHINGTON STATE ENERGY CODE CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION 4 PROVIDE TEMPORARY BRACING As REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT Is THE CONTRACTOR's RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED 5 I TE WCIR< GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN Is BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE MIX AND 28 DAY STRENGTH OF CONCRETE - BASEMENT WALLS 4 FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED 2,500 PSI TO WEATHER: - BASEMENT SLABS 4 INTERIOR SLABS 2 500 Psi 4 INTERIOR SLABS ON GRADE, EXCEPT GARAGE DOOR SLABS - BASEMENT WALLS 4 FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED 3,000 PSI TO THE WEATHER: - PORCHES, CARPORT SLABS 4 STEPS 3,000 PSI EXPOSED TO WEATHER, 4 GARAGE FLOOR SLABS: GARAGE FLOORS TO SLOPE 1/8'/FT. MIN. TOWARDS OPENING As REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE TO BE 5-AIR ENTRAINED CONCRETE SIDEWALKS TO HAVE 3/4' IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. CONCIRETE COVER OF REINFORCING 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 1/2' CONCRETE EXPOSED TO EARTH OR WEATHER. 1 1/2' BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER 3/4' SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS 'A' CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. CARFENTR�" GENERAL ALL FRAMING TO COMPLY WITH ENGINEERING S-SHEETS FOR NAIL SIZES AND SPACING. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 16" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETANDANT-TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL. REFERENCE SHEET-51 FOR 8f=ECIE6 AND GRADE (SASE DESIGN VALUES) BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3"X3"X22J" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10'-0" FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 5/8" DIAMETER AT 6'-0" O.C. MINIMUM -1" EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS As MANUFACTURED BY SIMP-SON COMPANY. PLYWOOD PLYWOOD WALL AND ROOF -SHEATHING SHALL BE 3/4" CDX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX T4G. UNLESS OTHERWISE SPECIFIED. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. 055 SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. WOOD TRUSSES ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS 50 As TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD Is PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACEALL TRUSSES. SEE 5HEET-51 FOR DESIGN CRITERI,a, INSULATION AND MO i STURE WROTE CTi ON GENERAL INSULATION BAFFLES TO MAINTAIN 1" ABOVE BATT INSULATION BAFFLES TO EXTEND b" ABOVE BATT INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND COMERS FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS. • R-10 RIGID FOAM INSULATION ON 4X EADERS AT EXTERIOR WALLS. INFILTRATION CONTROL 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER -SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER As TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLSHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF- FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8' OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHINGi JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIALS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION, WITH, FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTER -SECTIONS. 1. AT BUILT-IN GUTTERS. - ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEACKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE -RATED AND MUST MEET THE ABOVE REQUIREMENT. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO AMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE. - Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall be Type IC rated and certified to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at '15 Pascals or 1.5-1 Ibs/ft2 pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. VA1=01;R 5ARRIER5/ GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FRAMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER Is TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1/16 INCH. A GROUND COVER OF 6 MIL (0.00(o")5LACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WINDOWS, DOORS, HVAC, 4 ELECT. EQUIP. GLAZING MAXIMUM: CLIMATE ZONE: MARINE 4, GROUP R3 OCCUPANCY GLAZING 'U' VALUE: VERTICAL (MAX): 30 (ZONE: MARINE 4) OVERHEAD (MAX): .50 (ZONE: MARINE 4) DOOR 'U' VALUE (MAX): .20 (ZONE: MARINE 4) (DOORS W/ MORE THAN 50 CONSIDERED A WINDOW) - HVAC PERFORMANCE: 'MED' OR AFUE = .S5 RECESSED LIGHT FIXTURES:. IC RATED DOOR5, WINDOWS AND e<'LIGa-ITS GENERAL DOORS TO THE EXTERIOR SHALL HAVE MAX. 3" STEP TO MIN. 36" DEEP LANDING. BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET CLEAR OPENING OF 51 SQ. FT. MIN. NET CLEAR OPEN ABLE WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF' 24", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER As TESTED BY ASTM STANDARDS. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED.- SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER SQUTARE FOOT OF DOOR AREA. SAFETY GLAZING SHALL BE LOCATED WITHIN 1. INGRESS AND EGRESS DOORS 2. SLIDING GLASS DOORS, SWINGING'GLASS DOORS 3. SHOWER AND BATHTUB ENCLOSURE'S 4.GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTION4 BOTTOM EDGE Is LESS THAN 60" ABOVE THE WALKING SURFACE GLAZING GREATER THAN 9 S.P. LESS' THAN 13"A50VE FINISHED FLOOR. Window sills: 612.2, 24' minimum sill height exceptions allow for opening limiting device for 4' diameter sphere and window fall prevention device that complies with 6123. STRUCTURAL NOTES I. ALL MATERIALS AND -WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. 3. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTUE6, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDIANTING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF ENGINEER 5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT fo. COORDIATE WITH MECHANICAL, PLUMBING, AND ELECTICAL REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 1. PROVIDE OPENINGS AND SUPPORTS, As REQUIRED PER STANDARD DETAILS FOR 'HEATERS, MECHANICAL EQUIPMINT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. r=wLAN' SCALE: NOT TO SCALE SHEET INDEX SHEET # ARCHITECTURAL PLANS Al CzENEIRAL NOTES 6 PLAN PREVIEW A2 MAIN FLOOR PLAN 143 ELEVATIONS STRUCtUizAL ENGINEERING Sl GENERAL NOTES, FOUNDATION 8 MAIN FLOOR FRAMING PLANS 52 ROOD FRAMING PLAN R401.3 Certificate (1„landatory). A permanent certificate shall be completed and posted on or within three feet of the electrical distribution panel by the builder or registered design professional. The certificate Shall be completed by the builder or registered design professional and shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, below -grade wall, and/or floor) and ducts outside conditioned spaces± U-factors for fenestration and the solar heat gain coefficient (5HGC) of fenestration, and the results from any required duct system and building envelope air leakage testing done on the building. Where there is more than one value for each component, the certificate :.;-,all list the value covering the largest area. The certificate shall list the types and efficiencies of heating, cool;ng and service water heating equipment. Where a gas - f i red unvented room heater ' eater, e lectr i c furnace, or; baseboard electric heater is installed in the residence, the certificate shall list "gas -fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be listed for gas - f i red unvented room heaters, electric furnaces - baseboard heaters. . do,,. �•• �� _ taw ..t RN COPY --� ��PFIUMW19 memo s P I1pproval is subled to APPMW of Tu la Of construction o not auftft 61► .. Slflm of any ad or Of GW=d Ftold Copy ad anan� god: i NO ctlt -a S Shatho -scope of r-ork without p 0'.. -1 of ul(vila Build, CRY Of Tu 'Ia " s vuiHr�v '^ : ubminal � J M.%; t� ude ad c 1 fees. {j BUILDING DIVISION UPRE34N G FQzOUP hesregby reaervea it's common law copyright and other property rlc�hts in these plans, Ideas and desTgns. These ideas, dasicens and Plana are not to be reproduced, changed or copied in any form or mannas:r whatsoever, nor are they to be aastgnec:l to any third party, without iiret obta lnine the ®xpress written permtaslon from URBAN DE31CaN CsROUP. Writtco dimensions on these shall have precedence over scale dimegnaTons. Contractors shall verify and be responsible for all dimenaions and conditlons of the job and URBAN OHSICzN CvROUF must be notified in writtinc, j of any variatlon from the dimenaions, conditions and apeSeifieattons construction shown by these drawings. All shall bes in aeeordanc with the standard buildlne code. C9E3CC0 an state and local codes. COPYRIGHT 0 2010 UREWN DESIGN, NC. M it O Ill 0 a 0 L9 Z N W 0 Z Q REViEWED FOR CODE COMPLIANCE APPROVED IIJUL 1 3 2015 n� OL 1DR,4WN 5 T : PM/IS City of Tukwila BUILDING DIVISION DATE ISSUED: 03/19/15 MODIFIED Bpi': RECrziVED ENGINEER: NN CITY OF '= UkaVTJl ..P., APR 0 6 2015 REVISION QQ REVISION Q _ Fr®J ect NO.: 15114 fRE'VIEW,ao*, � O SCALE: 1/4' = 1'-0' Ep ' A FLOOR PLAN NOTES: 1. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 2. EXTERIOR WALLS TO BE 2x4 STUDS e Iro' O.G. U.N.O. 3. MAIN FLOOR WINDOW HEADERS TO BE 6 1'-0' ASV. FINISHED FLOOR, UN.O. 4. SMOKE DETECTORS: SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP • SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 A CEILING CHANGE GREATER THAN 24' 5. CARBON MONOXIDE DETECTORS ARE REQUIRED IF AN ATTACHED GARAGE AND/OR FUEL FIRED EQUIPMENT 15 PRESENT. TO BE LOCATED OUTSIDE EACH SLEEPING AREA 6. LIGHTING SYSTEMS; -A MINIMUM OF -15% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE COMPACT FLORESCENT OR HIGH EFFICIENCY LAMPS. 2012 WSEC R404.1 -1• PROVIDE STAIRWAY ILLUMINATION PER I.R.C. R3031 g SEE SHEET Al FOR ADDITIONAL NOTES. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DE51GNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN 1fREA &UmmAR�i' COV'D PORCH: 39 sf. SUNRM.: 200 of. COVV PATIO: 128 of. STORAGE: 124 sr. --REV'iEWED FOR CODE COMPLIANCE APPROVED JUL 1 3 2015 CORRE TION LTR# RECEIVED CITY OF TUKWILA JUL'07 2015 PERMIT CENTER URBAN DESIGN C=ROUi— hereby reserves it's common law copyright and other property rights in these plans, Ideas and designs. These ideas, desic2na and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assicened to any third party, without first obtaining the expreas wrltte:n permlaaton from URBAN DESIC.N CsROUf—. Written dimensions on these shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dtmenatons and conditions of the ,Job and URBAN IDESICaN CsROU must be notified In writting of any variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be in accordant with the standard building code. CSE3GCIJ an state and local codes. COPYRIGHT ® 2010 URBAN DESIGN, INC. 0 11 z No U w 0 U °ry Q. � �yy x 0 01 z y 7 '✓3tL Ld � /3 L W bA W W z�! d9x� rd�}�vp,Yf ' j. wry ��47f i w(�� / <r= d ,\{ MW q W Q T m V W 13fi ) f. CV 1L V • r DR,4WN Bpi': 1=M/IS ID,4TE ISSUED: 03/19/15 MODIFIED BY: ENC-:s INEER: NN REVISION 01 REVISION Q Fro ject No.: 1511.4 'e; FEE T A 2, 10� ELEVATION NOT :5: 1. VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORRO51ON RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. 6- PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. "I. PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS 6 ALL EAVES, TYP. 8. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY V1515LE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2' STROKE WIDTH AND CONTRASTING BACKGROUND. g, PROVIDE STAIRWAY ILLUMINATION PER I.R.C. 10. SEE SHEET Al FOR ADDITIONAL NOTES. 11. PROVIDE SURFACE DRAINAGE &' : 10' MIN. AWAY (P VENTED BLOCKING PL. e MAIN FLOC CONTINUOUS GUT OVER V FASCIA FINISH PER ELEVATION OVER 1/2' CDX OR O.S. OVER 15110 FELT OVER SUNROOM LEVEL SCALE: 1/4' = 1'-0' PROPOSED EXIST'G ADDITION STRUCTURE 2X4 STUDS F7�77_1 SUNROOM 4' CONC. SLAB OVER to MIL. BLACK V. B. OVER 4' GRANULAR FILL PROPOSED EXIST'G ADDITION STRUCTURE PL. 9 MAIN FLOOR MAIN FLOOR 0 cl FINISH GRADE EXISTING STRUCTURE NO CHANGES OSS—SECTION ' EXISTING WINDOW BEYOND COVERV PATIO a. w _.d. a, SCALE. 1/4' = 1'-0' (HANDRAIL GRIP SIZE PER NOTE: SPACING BETWEEN INTERMEDIATE IRG R311.5.0.3.) GUARDRAIL MEMBERS TO BE SUCH THAT 11/4" DIA. MIN. A SPHERE OF 4" DIA. SHALL NOT PASS CONT. HANDRAIL THROUGH ANY OPENING HANDRAILS PER IRC R311.1.1 BALUSTERS TO CONFORM TO IRC R312.2 "' " -- x N �O z z } 3e," MIN. STAIRWAY WIDTH PER IRC R311.1.1 \ _ ITl 0� I, 10" MIN. I, IT "I 'I TREAD 'I \ 2x P.T. DECK JOISTS PER PLAN BEAM (P.T.) PER PLAN (3) P.T. 2X12 STRINGERS NOTE: GREATEST AND LEAST TREAD 4 RISER SHALL NOT VARY MORE THAN 3/5' (PER 1RC R311.1.4.1 4 R311.1.4.2) T BLOCK I -,- MIN. 3(o"x3ro" NOT TO SCALE 1 EXTER1®R STAiR DETAiL a RE1/01VED FOR CODE COMPLIAiVCE APPROVED JUL 13 2015 City of Tukwila BIJILDING DIVISION! RECEIVED CITY OF TUKWiLA 1 JUL. 0 7 2015 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OM1551ONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR URBAN DESICzN GROUP h,oreby resew\,®s it's common law copyright and othesr property rights in th®se9 plans, ideas and de�slgna. These ideas, dealg ns and plans arai not to be r�proc7ucad, changcmd or copied In any form or manner whatsocmvdBr, nor are themy to be assigned to any third party, without first obtaining the expresss written permlasion from URBAN DE31C�N C-sROUP. Wrltten dimensions on these shall have precedence over scale dimensions. Contractors shall verlfy and be responsible for all dimensions and conditions of the° ,Job and URBAN DESICsN C=ROU must bem notiflescl in writting of any varlatton from than dimensions, conditions and spectflcattons construction shown by these drawings. All shall be in accordant with the standard building code. CSBCCI) an atate and local codes. COPYRIGHT© 2010 URBAN DEGiGN, INa o o 11 � NO o u � 0 Q z to z 's N y }z} LLI (S) 0 z u{ ;, Z } c� L Q(y -. f m _w zf ; lx m DRAWN BY: PM/IS DATE ISSUED: 03/19/15 MODIFIED BY: ENGINEER: NN REVISION �1 REVISION Q FrOJect S �-- E_ E= T GENERAL NOTES THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE PRESCRIBED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTUR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY: ERECTION MEANS, AND SEQUENCES: TEMPORARY SHORING, FORMWORK, AND BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) AND SEVASCE 1-05 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES AS AMENDED BY LOCAL JUSRISDICTION PROJECT LOCATION: GPS LOCATION: 412153 LAT.,-122.4864 LONGIT. SITE ADDRESS: 6410 S 153RD ST, TUKWILA, WA WIW STRUCTURAL DESIGN CRITERIA (CH. i(b) LATERAL FORCES: I. WIND ( IBC 1609 4 ASCE 6.0 h II. SEISMIC l IBC 1613 4 ASCE 11.0-13.0 ): 85 MPH WIND SPEED SEISMIC DESIGN CATEGORY - 02 EXPOSURE - B OCCUPANCY RISK IMPORTANCE FACTOR Iw = 1.0 2% PE IN 50 YR ( 20" LAT-LON) USGS-CD: WIND SPEED UP: KzT=1D0 02 SEC. (Sa) 1.19g 1.0 SEC. (51) 0.41g VERTICAL FORCES - GRAVITY ( IBC 1601 4 TAOLL1601.1 )) VERTICAL LOADS: DEAD LOAD LIVE LOAD ROOF ACTUAL 25 PSF SNOW (PER LOCAL JURISDICTION) FLOOR ACTUAL 40 PSF GARAGE ACTUAL 50 PSF (or 3000+ WHEEL LOAD) DECK ACTUAL 40 PSF SOILS AND FOUNDATION DESIGN CRITERIA (IBC CH. I8� IN THE ABSENCE OF A SOILS REPORT, THE PRESUMPTIVE LOAD BEARING VALUES DETERMINED BY LOCAL JURISDICTION OR PER IBC TABLE 18062 SHALL BE USED: I. SOIL BEARING PRESSURE 1500 PSF 2. ACTIVE PRESSURE - RESTRAINED 45 PCF 3. ACTIVE PRESSURE - UNRESTRAINED 35 PCF 4. PASSIVE RESISTANCE 250 PCF 5. COEFFICIENT OF FRICTION 035 6. LOCAL FROST DEPTH 12 INCH ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED 'STRUCTURAL BACKFILL'. AREAS OVER EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c = 2000 PSI) OR STRUCTURAL BACK FILL. CONCRETE (IBC CH. 19 4 ACI 318-I1) CONCRETE: SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I AND SHALL BE READY -MIXED PER ASTM C-94, MAXIMUM SLUMP 5'. MINIMUM CEMENT CONTENT 51/2 SACKS PER YARD PROVIDE r2%-l% AIR -ENTRAINED CONCRETE FOR CONCRETE We = 3000 PSI) EXPOSED TO WEATHER MINIMUM SPECIFITH We AT 28 DAYS) IBC TABLE IW42 USE OR LOCATION OF CONCRETE !206TRUCTIC !_ f'c (nI) SPECIAL INSPECTION 4 TESTING REQUIRED FOOTING PADS 4 FOUNDATIONS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED STEM WALLS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED REINFORCING STEEL- REINFORCEMENT SHALL CONFORM TO ASTM A-615, 'DEFORMED AND PLAIN BILLET STEEL BARS FOR REINFORCING STEEL'. BARS SHALL BE GRADE 60 EXCEPT THAT NO.3 AND 4 MAY BE GRADE 40. BARS SHALL BE DEFORMED. SPLICE SHALL BE 24 BAR DIAMETERS OR 18' MINIMUM. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN WALLS AND FOOTINGS AT INTERSECTIONS. MILL TICKET FOR REINFORCING BARS SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTOR AND ENGINEER OF RECORD FOR VERIFICATION IF REQUESTED. CONCRETE ACCESSORIES: ANCHOR BOLTS, BARS AND RODS SHALL CONFORM TO ASTM A-301' 'LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS'. CAST -IN -PLACE COLD -FORM STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THE CURRENT SIMPSON STRONG -TIE ICC ES OR IAPMO ES REPORT. ALTERNATE PRODUCTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. REQUEST FOR SUBSTITUTION WILL ONLY BE APPROVED WITH CURRENT ICC ES OR IAPMO ES REPORT AND A LIST STATING THE PROPOSED ITEM SUBSTITUTION WITH EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, %():3STITUTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC3W (CAST -IN -PLACE COLD -FORMED STEEL CONNECTORS IN CONGA TE FOR LIGHT FRAME CONSTRUCTION) EXPANSION ANCHORS (WEDGE ANCHORS) SHALL 15E AS NOTED ON PLANS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. WHEN NOTED ON CONSTRUCTION DOCUMENTS, INSTALLATION SHALL BE SPECIAL INSPECTED. EPDXY GROUT: SIMPSON STRONG -TIE 'SET', COVERT OPERATIONS 'CIA' GEL, OR PRE -APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT, WHICH SHALL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLES SHALL BE DRILLED AT THE DIAMETER AS SPECIFIED BY THE MANUFACTURER BASED ON THE DOWEL BAR OR THREADED ROD DIAMETER HOLES SHALL BE DRY AND CLEANED WITH PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR DOWEL OR THREADED ROD SHALL BE CLEAN AND INSTALLED SLOWLY, AND SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA EMBED (S) DIAMETERS MINIMUM UNLESS NOTED OTHERWISE IN PLANS AND DETAILS. GROUTING OPERATION SHALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OWNER WOOD CONSTRUCTION (IBC CH. 23 4 NDS) GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 2012 IBC TABLE 23043.1 OR MORE, AS OTHERWISE SHOWN. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD, DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.10.4.2. OR AS APPROVED PRIOR TO INSTALLATION. WOOD SHEATHING: SHALL BE STRUCTURAL I PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD SHALL BE GROUP I OR GROUP 2 SPECIES, C-D GRADE EXPOSURE I COT-OF41M TO PS 1-83. EACH PANEL SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ORIENTED STRAND BOARD (OSB) SHALL BE APA RATED STRUCTA FOR ROOF AND WALLS AND APA RATED STURDY -I -FLOOR FOR FLOORS. EACH PANEL SHALL BE CLASSIFIED AS EXPOSURE 1 AND SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION (APA). FRAMING LUMBER STANDARDS: CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB), OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). EACH PIECE SHALL BEAR THE SCLIB OR WWPA GRADE TRADE- MARK SPECIES AND GRADE - BASE DESIGN VALUES l PSI) per NDS STRUCTURAL ELEMENT SPECIES/GRADE fbx fvx fcl f c It E 1. 6x BEAMS AND HEADERS OF NO.2 815 110 625 600 425 1300000 2. 4x BEAMS AND HEADERS DF NO.2 WO 180 625 1350 525 1600000 3. 2x JOIST W NO.2 850 1 150 405 11300 525 1300000 4. 6x POST DF NO. 1 1200 110 625 IWO 825 1600000 5. 4X POST DF NO. 2 850 180 625 1400 500 1600000 6. 31/2x OR 510 LVL BEAM MICROLLAM LVL 2600 285 150 2510 - 1500000 SLAB ON GRADE - REINF. PER PLAN -� SLAB ON GRADE - REINF. PER PLAN -� 0 J LU U_;e N W_ EXIST. FOUNDATION POST PER PLAT FROM SPREAD F BEAM ABOVE 4' 2 2X TREATED SILL PLATE W/ 5/8' A.B. 4 1/4'X3'X3' GALV. WASHERS. SPACE a 48, O.G. 8d is 6' O.G. EDGE NAILING FOUNDATION 4 MAIN FLOOR FRAMING NOTES: (2)04TOP �;4 1. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR z ASSUMED ALLOWABLE SOIL LATERAL OR VERTICAL 4' FEW. DRAM N BEARING PRESSURES. COVER W/ FILTER w -- M ^ FABRIC ----- 2. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, U CLEAN, AND FREE OF LOOSE MATERIAL OR WATER WHEN LOCAL FR05T DEPTH I CONCRETE 16 PLACED. OVER EXCAVATION SHALL BE FILLED CONCRETE THE SAME STRENGTH AS FOOTINGS. (2) 04 CONT. W/ CORNER BARS 3. FINISH GRADE AROUND THE PERIMETER OF THE STRUCTURE SHALL BE DRAINED AWAY FROM THE FOUNDATION FOR RAIN OR IRRIGATION WATER FOOTING 4. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, AND DRILLED HOLES SHALL BE ECT ION I `1 RE -TREATED PER AWPAM4. IN = 1'-0' 5. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL BE SIMPSON '2MAX' (GI85 HDG PER ASTM A653). ! I � i 2X TREATED SILL PLATE W/ g/8' . A.B. 4 1/4'X3'X3' GALV. WASHERS. ` SPACE 6 46' O.G. I 8d 0 6' O.C. EDGE NAILING I NEW SLAB 3 3 5 ' SW EXP. BOLTS SI SI SI AT 48' O.C, I SEE I I I I FOR FOOTING I I I I I I j j 2 I NEW 4' CONC. O/ 40%C� I ON 6 MIL VAPOR BARRIER O/ i i+°` 51 SI I I 4' GRANULAR FILL 4 EXIST. SLAB bK 4' CONC. O/ I I >k Y-./ I + 6 MIL VAPOR BARRIER O/ I I�-} 0 I I 4' GRANULAR FILL ii --------- , ----- T-.- .------------- A8U44�----------- i i---------- I I I I ' '+� A- u I I I L----J ----� I I I I a 1 L- - - - ------------------- J- -------------------------------+----t-------------rr------- -------tr----�` 1---------- ----------------------- ��----------------------------- - -- A - - - + ----------- --- -- --1-----------F _1----------- i-- _ _� ABU44 l r B L S1 4' GONG. STOOP SI FOOTING: 24'X24'XI3' NEW SLAB 13'-6' - 12'-10' 6'-8' 6'-10' 6'-4' REINFORCE W/ (3) 04 EACH WAY NOTE: TOP OF FOOTING SHALL j I - BE IN ABOVE GRADE. BOTTOM TYPICAL WALL CONSTRUCTION: OF FOOTING SHALL BE 12' BELOW 2X4 As 16' O.C. NAILED WITH FROST DEPTH (TYP. 9 PL) •4.Sd ® 6' O.C. EDGES AND Sd isIV O.C. FIELD. 4. ° • e ' d. BLOC K ALL UNSUPPORTED PANEL EDGES. 1 PROVIDED No' DIAMETER A.B. WITH 1/4'X3'X3' GALV WASHERS SPACED AT 48' O.C. EMBED A.B. IN MIN 04 DOWELS AT IN CONCRETE ALL HORIZ REINF. LAP 20' MIN. I 3 S CTION v �n DRILL IN 5/e' DIA. X 6' HOLES AND EPDXY GROUT W/ SIMPSON SET -EPDXY TIE: SETI.IKT - TYP. ALL WORM REINF. 3OLTS EXISTING FINISH FLOOR EXISTING JC EXISTING STEM W S� T TON IMP : � �7 t k � Al Is "� TREATED SILL PLATE W/ 5/a' . A$. 4 I/4'x3'x3' GALV. WASHERS. 04 TOP NEW SLAB a 04 ® 12' O.C. EACH WAY- i i PLAN **FOUNDATION EPDXY CONNECTION** * EPDXY WITH AN APPROVED CONCRETE EPDXY, #4 REBAR A MINIMUM OF 4" INTO EXISTING FOUNDATION IN LINE WITH REBAR SHOWN IN FOUNDATION DETAIL. (UON) * CALL FOR FOUNDATION INSPECTION BEFORE INSTALLING EPDXY TO ALLOW INSPECTION OF DRILLED HOLES. THE BUILDING OFFICIAL (INSPECTOR) SHALL OBSERVE THE EPDXY INSTALLATION AT THAT TIME. Km Sd s 6' O.G. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 13 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 7 2015 PERMIT CENTER i 4' PEW, DRAM i c!� COVER W/ FILTER FABRIC (2) #4 CONT. W/ CORNER BARS SECTION - 1' = 1'-0' J 0 INNNNN 00 o00) Q Wa� •• N Q W O 0. 0 s Z N t W 0 m n m IL m 0 Ev 1 'i 0 Project # 11415 - Sheet �••• t VI(o' O SECTION _ Is = 11-0' EXISTING ROOF FRAMING NAIL TO EXISTING WALL 3) 16d EACH RAM NG ROOT= FRAMING NOTES: 1. ALL EXTERIOR HEADERS SHALL BE 4XIO DM UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4X8 DM UNLESS NOTED OTHERWISE ON PLAN. 2. ALL SAWN ROOF JOISTS SHALL BE HM OR BETTER AND SPACED AT 16' O.C. UNLESS NOTED OTHERWISE. 3. PROVIDE ROOF VENTILATION PER CURRENT IRC OR IBG.. SEE ARCHITECTURAL PLANS '-_-.---------------------------------------- , FOR SPECIFIC REQUIREMENTS. I I I II II II II II II II II II II � II ii I I II II 1 LEGEND II II IL--------------------------t II----------------------------------------------i L--------- I I 1 I NDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS I I I I ORIGINATING AT LOWER LEVEL AND II II ® L5M.R PLANSUPPORTING POINT LOADS FROM THIS R PLANN II - II LEVEL AND ABOVE. II II II II II II II , It II - II I I i I ,�--�--INDICATES SPECIAL BEAM MARK NUMBER I I I I 04X PER PLAN AND STRUCTURAL I1 I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ CALCULATIONS. SEE WALL ELEVATION ON I I I ------------ -- 51 FOR FRAMING REQUIREMENTS. II II I I I I INDICATES WALL BELOW II II II II • II I1 INDICATES TOP OF BEAM AND JOIST FLUSH. II II I II I I I I INDICATES 2X JOISTS SUPPORTED BY II � II FACE MOUNTED SIMPSON HANGER II � II II II I EX15TING 2X4 DF IV O.G.6EX161 �OL (OK) I I I II 11 I I 1/16' 055 SHEATHING - I I I I NAIL W/ Sd 6 6' O.G. EDGES t I i Sd * 12' O.C. INTERMEDIATE I 1 I I FRAMING MEMBERS I I II I II I I IIII -----T52 L---------�---------------------------------- I —�7----r-- -�r----�- III -- �ir —r> 6 iIr —t�, r i—�=1r7—�Ii r_ �>� I I _— �� — -t iit T I I I :I I LI I J IBI I III I I I I I I I I I II I I IrI I I I I I• I -I• 'I � I I I' l) I I I I I -TrI I I j 52 3 I I I I I I I I I I I j I I I I I I I I Ii I I I I I I I I I I I I I I I i -E - 14X61 EPC44 L 31ix ll�a I I ZA L 31/z 7'44 I II --------------- ---_° ------I - _ II . R ------------JLVL1X 5�izI; `)LVL 3iz ll�a 3z `Viz5izj I I I---I---I--�---+--f-- —--I---�---+— ��=� _�'_=-� �'=-1-�--�F'='•'-l=_.•�--�= T ' T`T'. ' ��I — 'T_T — — — I — T—I' — �lti++� L----------------------------�. 2 2 S2 S2 DO NOT SCALE DRAWNG5. VERIFY ALL DIMEN51ON5 WITH 'ARCHITECTURAL' DRAWING5. FRICOF FRAMING PLAN 1 l/16' 05B SHEATHING ()083 - 1 I �-- -- 2x JOISTS Sd a 6' O.C. ad to 6' O.C. 1AV OSB NAIL W/ Sd a 6' O.C. EDGES AND 12' O.C. FIELD SECTION 1'=1'-0. — HEADER PER PLAN lbd ® 8' O.C. 2x STUDWALL BEAM PER PLAN JOISTS 1/I6' 05B IV O.C. 2x BLOCKING HEADER PER PLAN SECTION 1' = 1'-0' Sd ® 6' O.C. ad a 6' O.C. -1/16' OSB NAIL W/ 8d a 6' O.C. EDGES AND 12' OL. FIELD �--- 2X STUDWALL I;EVIEV—VED F0R CODE COMPLIANCE APPROVED JUL 1 3 2015 City Of Tul(wila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 7 2015 PERMIT CENTER z� o. 13 2 �i IY Q Z { I9 YQi G 0 f ' Z 'II m N Q J O Q 4-F O a 0 R sm k� t s r� vl3 1 <Y 3, x fv ~ {n r b t y f T,. N 0 Qk 0 {