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Permit D12-319 - ISRAELITE CHURCH - ADA RESTROOMS AND HALL ADDITION
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D12 -319 Israelite Church 13045 Macadam Road South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION F,age # Code Exemption � � �� Brief Explsnatoty Description, Statute /Rule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 58 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. ISRAELITF. CHURCH 13045 MACADAM RD S D12 -319 City oPrukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7341600125 Address: 13045 MACADAM RD S TUKW Suite No: Project Name: ISRAELITE CHURCH DEVELOPMENT PERMIT Permit Number: D12 -319 Issue Date: 03/12/2013 Permit Expires On: 09/08/2013 Owner: Name: CHURCH OF NEZIAH Address: 13045 MACADAM RD S , TUKWILA WA 98168 Contact Person: Name: LARRY GRIFFIN Address: 10105 RAINIER AV S , SEATTLE WA 98178 Contractor: Name: ALL CITY CONSTRUCTION LLC Address: 10105 RAINIER AV S , SEATTLE WA 98178 Contractor License No: ALLCICC893DZ Lender: Name: SELF FUNDED - BUILDING OWNER ALVIN HORTON Address: Phone: 206 909 -7552 Phone: 206 772 -2881 Expiration Date: 03/11/2015 DESCRIPTION OF WORK: CONSTRUCT 396 SF ADDITION TO STRUCTURE IN ORDER TO CREATE (2) ADA RESTROOMS WITH SHED ROOF AND HALL TO LINK RESTROOM WITH EXISTING CHURCH. PROJECT ON VALLEY VIEW SEWER AND WD # 125 WATER. Public Works activities include EROSION CONTROL AND STORM DRAINAGE. Value of Construction: $62,389.80 Fees Collected: $1,905.15 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 5 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -319 Printed: 03 -12 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby 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 p construction or the to this permit Signature: /- r Print Nam A- e 6 / // This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. it does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating rmance o wor I am authorized to sign and obtain this development permit and agree to the conditions attached Date: /2 (� PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: IBC -7/10 D12 -319 Printed: 03 -12 -2013 7: All wood to remain in placed concrete shire treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 nun) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Maintain fire extinguisher coverage throughout. 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 26: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) doc: IBC -7/10 D12 -319 Printed: 03 -12 -2013 28: An electrical permit from the City of Tu Building Department Permit Center (206 40670) is required for this project. 29: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 31: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 35: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 36: The applicant must notify the City Project Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 37: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 38: Any material spilled onto any street shall be cleaned up immediately. 39: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 40: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 41: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 42: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 43: No storm drainage design was provided as part of the application submittal. Ground infiltration systems shall be used whenever soil types and site conditions permit. New filtration systems shall not negatively impact any existing properties in the area. A ground infiltration system design shall be submitted to the City for review and approval by the City Surface Water Engineer prior to construction. 44: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. 45: Permit from Valley View Sewer District, phone 206 242 -3236 shall be obtained if sanitary side sewer needs to be extended or modified outside the building to serve new building addition. doc: IBC-7/10 D12 -319 Printed: 03 -12 -2013 CITY OF TUKhA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Pe :t No:I) / a �"� 19 Project No. / Date Application Accepted: 10 ' O1 1 ti -Date Application Expires: O� ' For o l we use onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: '�l) —1(( s 0+6 AtiAcApAm King Co Assessor's Tax No.: 'L`7 Suite Number: Tenant Name: -- t1?L C t4 02"- PROPERTY OWNER Company Name: voloig, p 0p a Ai re ___ Name: 4L_ C-��� rraa 1. Address: Go, 45 14111k.otsrp % 5 City: .pf.k. t f State: Zipl'317i City: -Thtdott.34, State: k_ Zip 4 CONTACT PERSON - person receiving all project communication Company Name: voloig, p 0p a Ai re ___ Name: L_7 -G 6-W01-- 1. Address: le a 7 mt.( tel M( S City: .pf.k. t f State: Zipl'317i Phone: 2 p 1)T ?55� Fax: ZS ?%` ( / Email:r ot r' 1 _ (104. ,..1 xi eto wort . Afa Zip: GENERAL CONTRACTOR INFORMATION Company Name: voloig, p 0p a Ai re ___ Company Name: Ai, L. ci iy 1. City: gel,160 State: VJ4 Zip: 'L,t1 / Address: to (0,5 -(FU( t� i ((X /�V 3 Email: ,j City: G v �- State: j0-- Zip: l` Phonelpf iog165 / Fax: ( State: W f Zip: Contr Reg No.: - Exp Date: Tukwila Business License No.: MAC) �1 Vk 0111 h H:Wpplications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Floor: New Tenant: ❑ Yes K. No ARCHITECT OF RECORD Company Name: voloig, p 0p a Ai re ___ Architect Name: '14'1 Address: Z.Z(!7( 041//g_ 1. GIAS wig City: gel,160 State: VJ4 Zip: 'L,t1 / Phone: 4 . 5 6,4"g64 Fax: �'t� Email: ENGINEER OF RECORD Company Name: , D , i\-- • Engineer Name: C ( dU/ N 9Th/ Address: Z2 O f%pG Flrbfig, N -V City: a Oterr State: W Z/i_p:: Cf 0 e Phone: 4z5 mcz. 3 Fax: ele Sgf� (6, Email: ,j L DER/BOND ISSUED (required for projects $5,000 eater per RCW 19.27.095) ddress: / 3 43 ,j =A7 ?A ? S C : Toe State: W f Zip: ) 0( - Page 1 of 4 BUILDING PERMIT INFORMATIO1 206- 431 -3670 Valuation of Project (contractor's bid price): $ • {{qq Existing Building Valuation: $ /k 6 Describe the scope of work (please provide detailed information): ) j e-Pp 2 — �gSy2 pp,- W--X41- 7 FooF lf-ND 4-c,t( '(d (LNNlc 5 1 w I- -6-r i,to l U T�-t Will there be new rack storage? ❑ ....Yes V..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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, pro ide the following: Lot Area (sq ft): �7' 3 Floor area of principal dwelling: 1..6)‘(0 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. Compact: Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Handicap: ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 7None ❑ 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 8-1/2" .x 11 " 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:1 Applications \Forms- Applications On Line12012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 1 Q Lib I Al0 2Structure J Co6 v t,, j� Rog A-3 2"d Floor % y 3rd 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, pro ide the following: Lot Area (sq ft): �7' 3 Floor area of principal dwelling: 1..6)‘(0 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. Compact: Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Handicap: ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 7None ❑ 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 8-1/2" .x 11 " 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:1 Applications \Forms- Applications On Line12012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 IPUBLIC WORKS PERMIT INFTION - 206 - 433 -0179 1 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 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑ ... Renton ❑ ...Sewer Availability Provided ❑... Renton 0... Seattle 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 apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑ ... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for Less than 72 hours 0... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage ❑...Abandon Septic Tank ❑...Curb Cut 0... Pavement Cut 0... Looped Fire Line 0... Grease Interceptor ❑... Channelization ❑...Trench Excavation ❑ ... Utility Undergrounding ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- I2.docx Revised: February 2012 bh 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 1 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 OW RIZED AGENT: Signatur:�7Z `�/ Date: / — /5 Print Name: LW( 6q/,' Mailing Address: /6-105 '`' n/ :e Day Telephone: % 5 ' 7 S57 H:\ pplications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised* February 2012 bh City State Zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7341600125 Address: 13045 MACADAM RD S TUKW Suite No: Applicant: ISRAELITE CHURCH RECEIPT Permit Number: D12 -319 Status: APPROVED Applied Date: 10/04/2012 Issue Date: Receipt No.: R13 -01001 Initials: JEM User ID: 1165 Payment Amount: $1,428.28 Payment Date: 03/11/2013 08:48 AM Balance: $0.00 Payee: ISRAELITE COMMUNITY C.O.G.I.C. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2638 1,428.28 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.342.400 640.237.114 Total: $1,428.28 1,091.30 232.48 100.00 4.50 doc: Receiot -06 Printed: 03 -11 -2013 +A. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7341600125 Address: 13045 MACADAM RD S TUKW Suite No: Applicant: ISRAELITE CHURCH RECEIPT • Permit Number: D12-319 Status: PENDING Applied Date: 10/04/2012 Issue Date: Receipt No.: R12 -02778 Initials: User ID: TLS 1670 Payment Amount: $476.87 Payment Date: 10/04/2012 01:57 PM Balance: $738.15 Payee: LARRY J GRIFFIN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 155969 ACCOUNT ITEM LIST: Description 476.87 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 476.87 Total: $476.87 doc: Receiot -06 Printed: 10 -04 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ChIlveh Type of Inspection: cfAi QL Address: __, M A O Called: Special Instructions: Date Wa ed: 11/27/3 a.m. Requester: 1_41i- Phone No: _ ae) gd - ? S2 `E (Approved per applicable codes. Corrections required prior to approval. COMMENTS: thq) r`. PECTION FEE REQUIR . Prior to ext inspection, fee must be at 6300 Southcenter Blvd. Suite 100. . ll to schedule reinspection. .5.7, P . . I • INSPECTION- RECORD Retain a copy with permit ?-R1 9 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: /Z, Nr9 / . ��iwLrF olo( Add: ,Sin it � p Date Called: ('W9i iv/ Special Instructions: /® PI 5 4 PI V C - D ate Wante : a.m. Reque er_Rp cf Phone No ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: i A D r'" t G nl s. B OT f i -f ✓d fi�l � _S 2 /O✓f , A1/ £ ,1/( NE kI - ]In ("7 S) Gt N Ale A0Dp I11I4,-1 ('W9i iv/ Z./AI ) 4 E.. ( 17,1 /, N 5 4 PI V C - / 4 7 I 0 W &) Date: /43 //, EINSPECTION FEE REgUIRED. Prior to next inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection.' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D1z -3/ 9 Project: t S}q AC Lk 4F, , C4-11 its Type of Inspection: 4 Phkill L._ Address: CS Q-.3 nIAeAD4M Date Called: Special Instructions: Date Wanted: i t 1 1 5 (I' a.m. p.m. Requester: °dig ° 50 ... 7 � DApproved per applicable codes. Corrections required prior to approval. COMMENTS: OA ide LE ^ nspe r: {MAN, �11.r G.,. �r'w 1► INSPECTION FEE REQUIRED.. Prior to ext inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: i1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 j (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ;r a. A te€... C uce 4t Type of Inspection: t JA\k4- r16oe_M.usUL. Date Called: Address: 3095 to Pi bI41r1'12,1 Special Instructions: Date nted: e7 r Cc) - 1 (1-433.- P.m. Requester: Phone N(,,- 5* 09 ---3 S52._ Approved per applicable codes. Corrections required prior to approval. COMME 5: c,J A 11 - / L > T r -► ■J •-- f\ P 3; ' ircz e r j .uL ,o\) - A Or °7 :— n RE NSPECTION FEE R QUIRED. Pri r to next inspection. fee must be paijd at 6300 Southcente Blvd.. Suite 100. Call to schedule reinspection. INSPECI;ION NO. INSPECTION RECORD Retain a copy with permit DC-3 19 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: - Sk Pt€.,I.7..T£. C iL Z4-1 Type of Inspection: r ►Z P t i JC Address: 13095 MirADAt' Date Called: P 1 A- k Special Instructions: Date _Wanted f i r 1 p, Requester: Jc Phone No: M' 4pproved per applicable codes. OCorrections required prior to approval. 1 COMMENTS: 0 ‘` J‘P C--\o} lwv.:1.1; i ft E c-o(/;( j j C`-tu . -v ✓f! -} r 0-wS `-+ at _ -(oD 4) )011407---) P 1 A- k ,, I Co %°0 1/ f+-r A„gt(VA- he ..(_. I IBS f Jc `P .,....,7A Insp ctor: Date: j - -1.2 -3 PECTION FEE I1EGUIRED. Prior td next inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. „_ ._.� . AMA. ft INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t_ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 $t 2 -3 IS Project: `_` T e of Inspection: Id :s0 5 11 1 / )t r/ b A f� Da Called:, �1 A 4 v l &J b Special Instructions: Date Wanted1 . ,' a.m." Requester: Phone No: eo , —Sdd -7 5? Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect C A Date _ Eltj PECTION FEE REQUIRED. Prior to next inspection, fee must be *cf at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. Llt INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 yz., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: L' 1-i r Type ; f Iii on: Ad;r301 I ,4t 4 A /� l Date Called: Special Instructions: Date Wanted: 0 - 13 p.m. Requester: Phg� „of , ' ®i � 1 J sz, Approved per applicable codes. El Corrections required prior to approval. COMMENTS:,n Q / EINSPECTION FEE REQUIR D. Prior to ext inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dat 3) 1 .i.�adiS..a �� .aKM 6°.a�Lrfra, • �- - - y - - INSPECTION RECORD Retain a copy with permit I PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 vti. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 J /2 -3/9 Project: s,a 1910 e/iI1; 7( Type of Inspection: 2 A0M F760 /. Address: Date Called: Special Instructions: ei9>>- g,vE,9_.1) Date Wanted . '.m�. Requester: L Ailil `i Phone No: .2o - 9oi-75'52. Approved per applicable codes. LJ Corrections required prior to approval. G COMMENTS: (3 )-9u- / s 'f b P,IFAi, i4 "9 / f= r�,p7 , A,' I I I(NSPECTION FEE REQU? ED. Prior to plaid at 6300 Southcenter Bl d.. Suite 100. Date: L /^ S - /3 next inspection. fee must be Call to schedule reinspection. • 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 yk (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 1 / r � P � 1�:.. LRtiot, '�V of lns�p\e'ctrjgn:A -�-� 3iv tJ �l i- -� &A r..1 Address: 13045 Mho hA1 Date Called: ....._ Special Instructions: Date Wanted __28.43 p.m. Requester: Phpag _oF q 04 �.-77s s- Approved per applicable codes. 0 Corrections required prior to approval COMMENTS: Inspector: tAA-GL-71" REIN CTI Date: 2 2-9r El next inspection. fee must be Call t ON FEE R UIRED. Prior to paid at 6300 Southcenter Blvd.. Suite 100. Cal to schedule reinspection. INSPECTION NO. NSPECTION RECORD Retain a copy with permit PERMIT NO. („. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 I D/2,-.31q PIS -ter- r11.- cil1U1(1ype 1 DD `� Addr • ss: 1 04 , ke-AOAM bate Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: —9 dq 1-S75-2 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: uEej. voite( A Date ` 1 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 14- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D12 -319 P o .sle...A'ai s. elk J rG`"1 Type Insp cte D v L A ,1 -SIN/ a 0 -cxd ti (3—Ni 4. X le ✓I ,1.r '' GAL. -) AN., 5 1 (1'1 t4, J 141 eit Address 6 4 5 e A, I, Date Called: Special Instructions: Date Wanted _ r 5 ` 1 3 vim` m. Requester: Phope N,P q 09 �-7 sS Approved per applicable codes. DCorrections required prior to approval. COMMENTS: f ~..v1AA y6, )6,4 S)0, l t) OM R G A C• —. t--A t to i c Z(3 \ A ! I Aj y�`i, ire r /.idle -( v&-w- 44 II, -SIN/ a 0 -cxd ti (3—Ni 4. X le ✓I ,1.r '' GAL. -) AN., 5 1 (1'1 t4, J 141 eit ,s G Date: 3 - 1 5_ r1 RINSPECTION FEE'dtEQUIRED. Prior to next inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: me I, fra v.(k Type of Inspec 'o • fk) 1-144A, Address: � 1A0(45 %%(aimgd5 Date Called: a3/13 4q Special Instructions: Co (( 36 /& l/t ?)' i 0 ( / /C� +I) � • Date Wanted: 01 /A y/43 (a7n) Requester: / / �1 Ai /i 7) 7'7� / (On Phone No adG .3-7/-73g7 i LJ Approved per applicable codes. COMMENTS: -its Corrections required prior to approval. Vie) 44'4 Inspector: t/} 4 Date: G f S /13 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 612.-31, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1 z, r5.eci-e Li izt 6,0/01/Avi 64ftc ‘ 0-f- Type of Inspection: (700/ cia 01- cli:e Foci 1 Address: :Suite #: )?0Y6 4c.aoten 6e1 5 Contact Person: Special Instructions: Phone No.: yiApproved per applicable codes. Corrections required prior to approval. COMMENTS: r/4 g,,,/- eq< rriicx I OK- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: Inspector( c Fin'y Date: i //0021/,g Hrs.: , 5-- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 'Billing Address Attn: Company Name: Address: City; 1 State: 1 Zip: Word/Inspection Record Form.poc 1 6/11/10 T.F.D. Form F.P. 113 - • - . • r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit biz -3I_ t3 rF -l5` - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: /;,e. ts(Ci e. Comnum/4 CA /4 reZ Type of Ins ion ' on6 i ect ' Address: Contact erson: Suite #: 13 D'/S_ , , cat 047rv<I JS Special Instructions: Phone No.: Approved per applicable codes. N` Corrections required prior to approval. COMMENTS:, 7;.;* P sy s or p /of,' - © ,,i- F6)14 G., /"t '� lit% G C�Se 7 al/ i) 2 ! j GE/ /, /4 14 Q 1,4 71e-z- o• Neel vc 63,11 offer- it„ Needs Shift Inspectidec Sprinklers: m Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: - InspectFd! A- /-77' / Date: 9/27//3 Hrs.: , S---- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: City: Company Name: it State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 k CORRE TIOM I.TR#�..�...� FILE COPY Perrn!t Cho. Structural Design Associates North Star Building 2210 Hewitt Avenue, Suite 401 Everett, WA 98201 -3774 Phone: (425) 339 -0293 Fax: (425) 252 -0916 STRUCTURAL CALCULATIONS LATERAL, GRAVITY, FOUNDATION SDA Job # 6896 EXPIRES JAN us 2014 ISRAELITE CHURCH 13045 MACADAM RD TUCKWILLA, WA 98168 September 27, 2012 D1),- 3i9 REVIEWED FOR cODE CE FEB 2 6 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER ISRAELITE CHURCH 1 September 27, 2012 I SDA Job # 6896 I ii ' Design, Criteria Scope of Work: Site Address: Number of Stories: Roof Loading LATERAL, GRAVITY, FOUNDATION 13045 MACADAM RD TUCKWILLA, WA 98168 1 J Engineer: 1 CCC Roofing Sheathing Insulation Ceiling Framing Miscellaneous Torch Down RoII /Batt 5/8" GWB fixtures, mechanical, electrical, etc. TOTAL DEAD LOAD: ROOF SNOW LOAD: Main Floor Loading 3.0 1.0 3.0 2.8 2.0 3.2 15.0 psf 25.0 psf Not Used Floor Covering Sheathing Ceiling Joists Beams Miscellaneous Carpet/Hardwood/Tile 3/4" T &G 1/2" GWB I- Joists fixtures, mechanical, electrical, etc. TOTAL DEAD LOAD:1I FLOOR LIVE LOAD: 3.0 2.3 2.2 2.1 1.0 1.4 12.0 psf 40.0 psf Floor Covering Sheathing Ceiling Joists Beams Miscellaneous Carpet/Hardwood/Tile 3/4" T &G 1/2" GWB I- Joists fixtures, mechanical, electrical, etc. Soil Bearing Capacity: Frost Depth: 1500 psf 18 in TOTAL DEAD LOAD: FLOOR LIVE LOAD: 0.0 0.0 0.0 0.0 1.0 1.4 2.4 psf 0.0 psf ISRAELITE CHURCH Type of construction: Applicable Building Codes: September 27, 2012 SDA Job # 6896 Work performed : r L Residential 2009 IBC, ASCE 7 -05 WIND DESIGN: 1 Ps = MIWPs30Kzt Exposure : Wind Speed = Psi= Iw = 1= Ku= Roof slope : Front/Rear tan -1 ( Left/Right tan t ( Average uplift (F /R)= Average uplift (R /L)= Ps30 Ps = Ps30 Ps = Location: 13045 MACADAM RD TUCKWILLA, WA 98168 LATERAL, GRAVITY, FOUNDATION B 85 MPH 1.00 1.38 rise Flat Flat 15 ft Wind Exposure Category as set forth in Section 6.5.6.3 of ASCE 7 -05 Basic Wind Speed as used in Figure 6 -2 of ASCE 7 -05 Simplified design wind pressure for Exposure 8, at h = 30 feet and for I = 1.0, from Figure 6 -2 Importance factor as defined in Table 6 -1 of ASCE 7 -05 Adjustment factor for building height and exposure from Figure 6 -2 of ASCE 7 -05 Adjustment factor for increased wind speed due to a hill or escarpment run 12 12 Mean Elevation -10.8 psf -10.8 psf ) = 0.0 degrees ) = 0.0 degrees Based on wind zones 'G' and 'H' Based on wind zones 'G' and 'H' End zone of wall Front/Rear Left/Right A = 11.5 psf 11.5 psf 15.9 psf 15.9 psf End zone of roof Front/Rear Left/Right B = -5.9 psf -5.9 psf -8.1 psf -8.1 psf Interior zone of wall Front/Rear Left/Right C = 7.6 psf 7.6 psf 10.5 psf 10.5 psf Interior zone of roof Front/Rear Left/Right D = -3.5 psf -3.5 psf -4.8 psf -4.8 psf WIND LOAD CALCULATIONS FRONT - ►REAR EV MAIN FLOOR = Number of floors: fral Transverse WIND ZONE A C D AVE. HEIGH 6 8.5 10 AVE. WIDTH 8.5 28 33.5 Ps 15.87 10.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 809 2496 0 0 0 0 0 0 0 0 0 0 TOTAL 3,306Ibs nc+ n.ee......... NOT USED WIND ZONE A C D AVE. HEIGH 11 3 10 AVE. WIDTH 9 61 33.5 Ps 15.87 10.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1571 1919 0 0 0 0 0 0 0 0 0 0 TOTAL 6,170 Ibs :Minimum net pressure controls. The calculated pressure is lean than tha minimum nc+ n.ee......... equal to 10psf applied over the entire area. (ASCE 7 -05 6.4.2.1.1) NOT USED WIND ZONE A C AVE. HEIGH 10 10.25 AVE. WIDTH 10 45 Ps 15.87 10.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1587 4838 0 0 0 0 0 0 0 0 0 0 TOTAL 6,425 Ibs • ISRAELITE CHURCH 1 September 27, 2012 1 SDA Job# 6896 IV MAIN FLOOR = WIND LOAD CALCULATIONS LEFT • RIGHT WIND ZONE A C AVE. HEIGHT 3.5 5 AVE. WIDTH 6 15.75 Ps 15.87 10.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 333 826 0 0 0 0 0 0 0 0 0 0 TOTAL 11,159Ibs 6,590 Ibs OT USED WIND ZONE A C AVE. HEIGHT 9 11 AVE. WIDTH 11 43.5 Ps 15.87 10.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1571 5019 0 0 0 0 0 0 0 0 0 0 TOTAL 6,590 Ibs NOT USED WIND ZONE A C AVE. HEIGHT 10 11.5 AVE. WIDTH 11.5 37.25 Ps 15.87 10.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1825 4493 0 0 0 0 0 0 0 0 0 0 TOTAL ;6,318Ibs MAIN FLOOR CALCULATIONS: Plate Height: Total length of Shearwall in Shortest Line: Length of Shortest Segment within Shear Line: Length of Longest Segment in Shear Line: NOT USED: Plate Height: Total length of Shearwall in Shortest Line: Length of Shortest Shearwall within Shear Line: Length of Longest Wall in Shear Line: NOT USED: Plate Height: Total length of Shearwall in Shortest Line: Length of Shortest Shearwall within Shear Line: Length of Longest Wall in Shear Line: r p CALCS: 12.50 ft 16.00 ft 4.00 ft 4.00 ft 8.00 ft 16.00 ft 4.00 ft 4.00 ft 8.50 ft 5.00 ft 2.50 ft 2.50 ft Tributary Area: Total Area: 12.0 74.0 p= L1.00J ASCE 7 -05 12.3.4.2 b Tributary Area: Total Area: 11.0 50.0 p =r NA Tributary Area: Total Area: 10.5 55.0 p =L NA 2 ISRAELITE CHURCH 1 September 27, 2012 Lr SEISMIC DESIGN: � E =Eh +E E = pQE+ 2SDSD V = 0.7SosIEW / R Vma: = SDIIEW / TaR Ta = 0.02h„ 0.75 Ta= 0.15 s QE =V =CsW P= Site Class = IE= R= h„ _ SDS = 2/3 SMS SMS = (Fa)(Ss) SD1 = 2/3 SM1 SM1 = (Fv)(S1) MAIN FLOOR DIAPHRAGM LOADING: W (ROOF) _ W (FLOOR) W (WALL) = 1.00 D 1 6.5 15 LENGTH WIDTH LOAD TOTAL 14.5 30 15.0 6525 30 10.5 15.0 0 61 4 15.0 0 61 4 15.0 0 15.0 0 ea = 435 Sub - Total= LENGTH WIDTH LOAD TOTAL 30 10.5 12.0 0 30 10.5 12.0 0 61 4 12.0 0 61 4 12.0 0 12.0 0 rea = Sub - Total= LENGTH TRIB. HT LOAD TOTAL 30 10.5 10.0 3150 30 10.5 10.0 3150 61 4 10.0 0 61 4 10.0 0 10.0 0 ea = NOT APPLICABLE W (ROOF) _ W (FLOOR) = W (WALL) = Sub - Total= 6300 TOTAL = 12825 Ib LENGTH WIDTH LOAD TOTAL 42 34 15.0 0 45 7.125 15.0 0 61 4 15.0 0 61 4 15.0 0 15.0 0 ea = Sub - Total= LENGTH WIDTH LOAD TOTAL 42 34 2.4 3427 45 7.125 2.4 0 61 4 2.4 0 61 4 2.4 0 2.4 0 ea = 1428 Sub - Total= LENGTH TRIB. HT LOAD TOTAL 45 7.125 10.0 3206 45 7.125 10.0 3206 61 4 10.0 0 61 4 10.0 0 10.0 0 rea = Sub - Total= 6413 TOTAL = Ib WALL DEAD LOAD = FLAT ROOF SNOW LOAD = RED. S.L. (20 % *S.L.) = SDA Job# 6896 All loads in pounds per square foot ROOF DEAD LOAD = UPPER FLOOR D.L. = LOWER FLOOR D.L. = FLOOR LIVE LOAD = 10 psf 25 psf 0 When the Site Class is not specified by Geotech, D will be assumed Importance factor as defined in Table 11.5 -1 Total height of structure Ss = Fa = Si = Fv = 139.4% 1.00 48.1% 1.52 TOTAL = SMS = 139.4% SDS = 92.9% SM1 = 73.1% Sol = 48.7% NOT APPLICABLE W (ROOF) = W (FLOOR) = W (WALL) = V= E_ 3 15.0 psf 12.0 psf 2.4 psf 40.0 psf [ L0.1oow j LO _10o l W Cs = r 0.100 LENGTH WIDTH LOAD TOTAL 60 36 15.0 32400 43 4 15.0 0 61 4 15.0 0 61 4 15.0 0 15.0 0 ea = Sub - Total= LENGTH WIDTH LOAD TOTAL 43 18.1 12.0 9340 43 4 12.0 0 61 4 12.0 0 61 4 12.0 0 12.0 0 rea = Sub - Total= LENGTH TRIB. HT. LOAD TOTAL 43 4 10.0 1720 43 4 10.0 1720 61 4 10.0 2440 61 4 10.0 2440 10.0 0 rea = V (MAIN FLOOR) = V()= V()= r l Sub - Total= 8320 TOTAL = Ib .1 x 12825 Ib = .1 x Ib= .1 x Ib= REDISTRIBUTE: EV x p height EV x height 12841b 12 15403 Ib 8 0 Ib 0 0 E (MAIN) E()= E()= 15403 EV x height x EV TOTAL EV x height TOTAL NOT USED NOT USED 1284 Ibs Ibs Ibs = 1284 Ibs O Ibs = Olbs • ISRAELITE CHURCH 1 September 27, 2012 I 6896 EV (MAIN) = NOT APLICABLE NOT APPLICABLE TOTAL = Total diaphragm length = Diaphragm width = v= EV(roof) (2)(width) IBC Table 2306.3.1 SUMMARY: WIND (front -rear) WIND (left- right) 3306 Ibs 1159 Ibs O lbs O lbs O lbs O lbs 3306 Ibs 1159 Ibs DIAPHRAGM SHEAR: 30.0 ft 12.0 ft Sub - diaphragm length =1 30.0 ft EV (MAIN) = 13,306 Ibs 3306 lb 24 ft 240 PLF 138 PLF USE 15/32 CDX ROOF SHEATHING OR 3/4 T &G CDX SUBFLOORING Sub - diaphragm length = Sub - diaphragm width = T= M B Top Plate Size Area = Load duration (C0) = 30.0 ft 12.0 ft CHORD: J Total- diaphragm length = 30.0 ft EV x (diaphragm length) 8 x (diaphragm width) 2x6 8.25 inA2 1.60 3306 x 30 ft Species /Grade: Ft = Tallowable Since T allowable is greater than T applied, OK. SHEAR CAPACITY OF 10d COMMON NAIL = 8 x 12ft HF #2 525 psi = Area xCDxFt = 1 102 Ibs # OF NAILS PER 4 FT SPLICE = 1033 Ibs 163 Ibs 6 240 PLF SEISMIC 1284 Ibs 0 Ibs 0 Ibs 1284 Ibs 4 6,930 Ibs 102xCdxp= 1631bs USE 2x6 HF #2 TOP PLATE W/ (8) 10d COMMON NAILS PER SPLICE. 1033 Ibs 2005 NDS ISRAELITE CHURCH 1 September 27, 2012 1 SDA Job# 6896 [Lateral Calculation Key v P2 �P1 V = Shear, plf H = Height of shearwall L = Length of shearwall P1 = Weight of shearwall and connected framing P2 = Weight of adjacent wall T = V x H - 0.5P1 - P2 = Tension reaction to be resisted by holdown C = V x H + 0.5P1 = Compression reaction [ASD Basic Load Combinations For calculation of tension and compression forces in compliance with ASCE 7 -05 2.4.1 Tension Equations (Uplift) 7. 0.6D + W 8. (0.6 - 0.14SDS)D + E ► 0.47 D +E *8. (0.6 - 0.14SDS)D + 2.5 E ► 0.47 D + 2.5 E Compression Equations 5.D +W 5. (1 + 0.14SDs)D + E 6. D + 0.75W + 0.75L + 0.75S 6. (1.0 + 0.105SDs)D + 0.75E + 0.75L + 0.75S • 1.13 D +E ► 1.10 D +0.75E +0.75L +0.755 *5. (1 + 0.14SDS)D + 2.5E ■ 1.13 D + 2.5 E *6. (1.0 + 0.105SDs)D + 1.875E + 0.75L + 0.75S -► 1.10 D +1.875 E + 0.75 L + 0.75 S s * Equations include overstrength factor. Note: The 0.7 factor for Earthquake loading has already been incorporated into the calculation of the lateral design force Eh, but not E. Therefore this factor has been omitted from equations 5, 6 and 8 where appropriate. 5 24.00 ft I Floor Info ISRAELITE CHURCH FRONT Main • Lt -Rt CDX Roof 16.00 ft SHEARWALL Floor Level, e.g. Upper, Main, Lower Load Direction, e.g. Left - Right, Front -Rear (For Left Wall, Use Front -Rear Load Direction) Sheathing type Values from table 2306.4.1 of the 2006 IBC Resisting Dead Load (e.g. Roof, Upper Floor, Main Floor) Total Length of Shearwalls V(from upper)= 1159 Ib V(from main)= 0 Ib V(from lower)= 0 Ib I E (Wind) = 1,159 1b v = 36 PLF E (Smc) = v= 1284 Ib 0 Ib 0 Ib 1,284 Ib 40 PLF IBC 2308.4.1 - --II. (2w /h) x 0.93 x CTOTAL = TTOTAL = September 27, 2012 WIND Tributary Width (Main Floor) tributary width total width Not Used 1.0 2.0 0.0 1.0 tributary width total width Not Used tributary width total width 0.0 1.0 Height of Shearwall = Length of Shearwall = Aspect Ratio OK Use altemate R factor for seismic? 260 = 149 PLF (floor above) + (this floor) = (floor above) + (this floor) = Where overstrength factor is applicable, use this value for E in equations 5, 6, and 8: E = 521 Ibs SDA Job # 6896 SEISMIC Tributary Area (Main Floor) tributary area total area Not Used 13.0 ft 4.0 ft No ~ USE Seismic controls shears +rap design 471 Ibs -362 Ibs 1.0 2.0 0.0 1.0 tributary area total area Not Used tributary area total area Weight of Shearwall = Tributary width for dead load = Length of adjoining wall = 0.0 1.0 6 + 471 Ibs + -362 lbs = Wind controls holdown design NO HOLDOWNS REQUIRED 10.0 Ibs 8.0 ft 6.5 ft Wind controls Load case 8 controls - Wind Floor Info Main Lt -Rt CDX Roof REAR SHEARWALL Floor Level, e.g. Upper, Main, Lower Load Direction, e.g. Left- Right, Front -Rear (For Left Wall, Use Front -Rear Load Direction) Sheathing type Values from table 2306.4.1 of the 2006 IBC Resisting Dead Load (e.g. Roof, Upper Floor. Main Floor) Total Length of Shearwalls V(from upper)= V(from main)= V(from lower)= E (Wind) = v= 1159 Ib 0 Ib 0 Ib 1,159 Ib 24 PLF Z (Smc) = V= 1284 Ib 0 Ib 0 Ib 1,284 Ib 27 PLF IBC 2306.4.1 - -i► 0.93 x CTOTAL = TTOTAL = WIND Tributary Width (Main Floor) tributary width total width Not Used tributary width total width Not Used tributary width total width 1.0 2.0 0.0 1.0 0.0 1.0 Height of Shearwall = Length o Shearwall = Aspec Ratio OK Use altemate R factor for seismic? 260 = 242 PLF (floor above) + (this floor) = (floor above) + (this floor) = Where overstrength factor is applicable, use this 1_ value for E in equations 5, 6,, and 8: E= 241 Ibs 9.0 ft 12.0 ft No SEISMIC Tributary Area (Main Floor) tributary area total area 1.0 2.0 Not Used tributary area total area Not Used tributary area total area Weight of Shearwall = Tributary width for dead load = Length of adjoining wall = 0.0 1.0 0.0 1.0 10.0 Ibs 6.0 ft 4.5 ft USE / ' \ Seismic controls shearwali design + 217 lbs = 217 Ibs Wind controls + -507 lbs = -507 lbs Load case 8 controls - Wind Wind controls holdown design NO HOLDOWNS REQUIRED Floor Info Main Ft -Rr CDX Roof 12.00 ft LEFT & RIGHT SHEARWALL Floor Level, e.g. Upper, Main, Lower Load Direction, e.g. Left- Right, Front -Rear (For Left Wall, Use Front -Rear Load Direction) Sheathing type Values from table 2306.4.1 of the 2006 IBC Resisting Dead Load (e.g. Roof, Upper Floor, Main Floor) Total Length of Shearwalls 3306 Ib 0 Ib 0 Ib V(from upper)= V(from main)= V(from lower)= E (Wind) = V= 3,306 Ib 138 PLF E (Smc) = V = 1284 Ib 0 Ib 0 Ib 1,284 Ib 53 PLF IBC 2306.4.1 i 1.4 x 0.93 x CTOTAL = TTOTAL = WIND Tributary Width (Main Floor) tributary width total width Not Used 1.0 2.0 15.0 74.4 tributary width total width Not Used tributary width total width 0.0 1.0 Height of Shearwall = Length of Shearwall = Aspect Ratio OK Use altemate R factor for seismic? 260 = 339 PLF (floor above) + (this floor) _ (floor above) + (this floor) = Where overstrength factor is applicable, use this value for E in equations 5, 6, and 8: E= 562 lbs 10.5 ft 12.0 ft No USE Wind controls shearwall design + 1446 lbs = 1446 lbs Wind controls + 681 lbs = 681 lbs Wind controls holdown design USE SIMPSON DESIGNED HOLDOWN: OR AT FOUNDATION / INTERIOR WALLS USE: SEISMIC Tributary Area (Main Floor) tributary area total area Not Used tributary area total area Not Used tributary area total area Weight of Shearwall = Tributary width for dead load = Length of adjoining wall = 1.0 2.0 15.0 74.4 0.0 1.0 10.0 lbs 2.0 ft 5.3 ft Load case 8 controls - Wind CS14 STHD8 /RJ • . • cHoe_c_ A DO LOngt-T-mb LAN V441--vii L &, `)+4,7S(4)÷,(1:-= -7 s E_ 4 xi P-r rt-490-17-- j 01,4-,7 55,5 6 47 rr .e.75 :Ftz., .34-7 Pee,-GR' Cg=7 L v /i3(z-S.-7.43-0 14- ;c 0 vv1.4Q-1 C JS 6, 1,-1,-1-*/-2_ "e- ! Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Title : Engineer: Project Desc.: Lie, # : KW- 06008131 Description : LINK FLOOR BEAM CODE REFERENCES Calculations per NDS 2005, ASCE 7 -05 Load Combination Set : IBC 2006 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2006 Wood Species Wood Grade : Hem Fir : No.1 ENER ALC,? INC.1983 -2012, Job # Fnnted• 27 SEP 2012, 2 20PM Build:6.12,913, Ver:6 0.25, Licensee : STRUCTURAL DESIGN ASSOCIATES Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling D(0.191) L(0.419) Applied Loads Uniform Load : D = 0.1910, L = 0.4190 , Tributary Width = 1.0 ft 975 psi 975 psi 1350 psi 405 psi 150 psi 625 psi E : Modulus of Elasticity Ebend- xx 1500 ksi Eminbend - xx 550ksi Density Span = 6.0 ft Service loads entered. Load Factors will be applied for calculations. 27.7 pcf DESIGN SUMMARY Maximum Bending Stress Ratio = 0.705 1 Section used for this span 4x10 fb : Actual = 659.97 psi FB : Allowable = 936.00 psi Load Combination +D +L +H Location of maximum on span = 3.000ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.037 in Ratio = 0.000 in Ratio = 0.055 in Ratio = 0.000 in Ratio = Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. " " Defl Location in Span D+L 1 0.0545 1923 0 <360 1320 0 <240 Desi•n OK 0.530 : 1 4x1 0 63.59 psi 120.00 psi +D+L +H 0.000 ft Span # 1 Load Combination Max. " +" Defl Location in Span Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Overall MAXimum D Only L Only D1. 1.830 0.573 1.257 1.830 1.830 0.573 1.257 1.830 3.030 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Title Block Line 1 You can change this area using the "Settings" menu item and than using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Title : Engineer: Project Desc.: Lic. # : KW- 06008131 Description : FLOOR JOIST CODE REFERENCES Calculations per NDS 2005, ASCE 7 -05 Load Combination Set : IBC 2006 Material Properties Job # Printed 27 SEP 2012, 2:28PM ENERCALC, INC. 1983.2012, Build:612,9.13, Veri6.0,25 Licensee STRUCTURAL DESIGN ASSOCIATES Analysis Method : Allowable Stress Design Load Combination IBC 2006 Wood Species Wood Grade Beam Bracing Hem Fir : No.2 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft : Beam is Fully Braced against lateral- torsion buckling D(0.016) L(0.0533) i 850 psi 850 psi 1300 psi 405 psi 150 psi 525 psi E : Modulus of Elasticity Ebend- xx 1300 ksi Eminbend - xx 470 ksi Density 27.7pcf Repetitive Member Stress Increase Applied Loads Uniform Load : D = 0.0160, L = 0.05330 , Tributary Width =1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Span = 10.0 ft Service loads entered. Load Factors will be applied for calculations. 0.674 1 Maximum Shear Stress Ratio 2x8 Section used for this span 791.06 psi fv : Actual 1,173.00 psi Fv : Allowable +D+L+H Load Combination 5.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.195 in Ratio = 614 0.000 in Ratio = 0 <360 0.254 in Ratio = 472 0.000 in Ratio = 0 <240 Design OK 0.280: 1 2x8 42.06 psi 150.00 psi +D +L +H 0.000 ft Span # 1 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "-" Defl Location in Span 0+L Load Combination 1 Vertical Reactions Unfactored Load Combination Support 1 Overall MAXimum D Only L Only D+L 0.347 0.080 0.267 0.347 0.2538 5.050 Support notation : Far left is #1 Max. " +" Defl Location in Span 0.0000 Values in KIPS 0.000 Support 2 0.347 0.080 0.267 0.347 Title Block Line 1 You can change this area using the "Settings" menu item and thOn using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Title : Engineer: Project Desc.: Lic. # : KW- 06008131 Description : FLOOR JOIST CODE REFERENCES Calculations per NDS 2005, ASCE 7 -05 Load Combination Set : IBC 2006 Material Properties Analysis Method : Allowable Stress Design Load Combination iBC 2006 Wood Species Wood Grade Hem Fir No.2 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling .... ......................_._...... D(0.014) L(0.166) Applied Loads Uniform Load : D = 0.0140, L = 0.1660 , Tributary Width = 1.0 ft GES!GN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Job # Printed 27 SEP 2012, 2:35PM ENERCALC, INC.198372012, Buid:6.12.9.13, Ver,6A.25 Licensee :: STRUCTURAL DESIGN ASSOCIATES 850 psi 850 psi 1300 psi 405 psi 150 psi 525 psi E : Modulus of Elasticity Ebend- xx 1300 ksi Eminbend - xx 470 ksi Density 27.7pcf Repetitive Member Stress Increase $ Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 2x8 = Span 6.O ft . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Service loads entered. Load Factors will be applied for calculations. 0.788 1 2x8 739.69 psi 938.40 psi +D-FL-4-1 3.000 ft Span # 1 .._._..__..... Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.083 in Ratio = 868 0.000 in Ratio = 0 <360 0.090 in Ratio = 800 0.000 in Ratio = 0 <240 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "-" Defl Location in Span D+L Vertical Reactions - Unfactored Load Combination Support 1 Overall MAXimum D Only L Only D+L 0.540 0.042 0.498 0.540 0.0899 Design OK 0.497 : 1 2x8 59.59 psi 120.00 psi +D +L +H 0.000 ft Span # 1 Load Combination 3.030 Support notation : Far left is #1 Support 2 0.540 0.042 0.498 0.540 Max. " +" Defl Location in Span 0.0000 Values in KIPS 0.000 03 -01 -2013 • • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director LARRY GRIFFIN 10105 RAINIER AV S SEATTLE WA 98178 RE: Permit Application No. D12 -319 ISRAELITE CHURCH 13045 MACADAM RD S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 10/04/2012, 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. Your permit application will expire on 04/02/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted 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 application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall it Technician File: Pennit File No. D12 -319 6300 SouthcenterBoulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 February 4, 2013 Larry Griffin 10105 Rainier Av S Seattle, WA 98178 01 City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #3 Development Permit Application Number D12 -319 Israelite Church —13045 Macadam Rd S Dear Mr. Griffin, 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 Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 461 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. 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, please contact me at (206) 431 -3670. encl File No. D12-319 W: (Permit CenterlCorrection Letters120121D12 -319 Correction Letter #3.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 • • PLANNING DIVISION COMMENTS DATE: February 1, 2013 CONTACT: Larry Griffin RE: D12 -319, Response to Correction Letter #2 ADDRESS: 13045 Macadam Rd S ZONING: LDR The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The applicant has not demonstrated compliance with the condition outlined below. Merging the parcels for tax purposes is not the same had recording a lot consolidation. It appears that a new lot consolidation application will need to be submitted and approved by the City. "The applicant shall resolve the issue of the lot line between Tract 9 and 10 with the King County Assessor's Office prior to the issuance of the building permit. If the lot line between Tract 9 and 10 exists, then the applicant shall submit a lot consolidation application that shall be recorded prior to the issuance of the building permit." • • Brandon Miles From: Brandon Miles Sent: Friday, February 01, 2013 5:10 PM To: Tarry- griffin @comcast.net Subject: Isrealite Church, D12 -319 Hi Larry- I have looked at the documents you have provided and they don't suffice in demonstrating that the lot consolidation was recorded. Merging for tax parcels is not the same as completing and having recorded a lot consolidation. If it can't be demonstrated that the lot consolidation was recorded, you will need to submit for a new approval. The following Zink will take you to the application. http: / /www.tukwilawa.gov /dcd /apps /BLA- LC.pdf Regards, Brandon Brandon J. Miles Senior Planner City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206) 431 -3684 TUKWILA — THE CITY OF OPPORTUNITY, THE COMMUNITY OF CHOICE 1 bones Page 1 of 1 • • From: "Whalen, Kathy" <Kathy.Whalen @kingcounty.gov> To: <bonnietgg@comcast.neP Sent: Thursday, January 03, 2013 2:24 PM Subject: FW: Merge From: Whalen, Kathy Sent: Thursday, January 03, 2013 2:21 PM To: 'jamesgraves #4 @comcast.net' Subject: Merge 734160 -0125 & 0130 have been merged the Assessor's system is down and not updating changes for about another three weeks. "<a itaEeeft 7tilta& Abstract Analyst Phone 206-263 -2325 Fax 206 - 296 -0106 CORRECTION bu 319 RECEIVED CITY OF TUKWILA JAN 2 8 2013 PERMIT CENTER 1/8/2013 • Main Identity • Page 1 of 1 From: To: Sent: Subject: From: James W. Graves [mailto :jamesgraves4 ©comcast.net] Sent: Friday, December 07, 2012 2:24 PM To: Whalen, Kathy Subject: Parcel Merge Request Importance: High Please combine these parcel numbers for tax purposes: 734- 160 -0125 and 734 - 160 -0130. Thank you today for all your assistance. James W. Graves and Yvonne C. Galloway ;r• r "Whalen, Kathy" <Kathy.Whalen @kingcounty.gov> "'James W. Graves "' <jamesgraves4 @comcast.net> Friday, December 07, 2012 2:50 PM RE: Parcel Merge Request • RECEIVED CITY OF TUKWILA JAN 2 8 2013 PERMIT CENTER , • 12/12/2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 26, 2012 Larry Griffin 10105 Rainier Av S Seattle, WA 98178 RE: Correction Letter #1 Development Permit Application Number D12 -319 Israelite Church —13045 Macadam Rd S Dear Mr. Griffin, 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 Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. If you have questions regarding the attached comments, please contact the appropriate individual with the information provided below. Building Department: Allen Johannessen at 206 433 -7163 Planning Department: Brandon Miles at 206 461 -3684 Public Works Department: Joanna Spencer at 206 431 -2440 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. 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, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -319 W:\Permit Center\Correction Letters \2012012-319 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen; Plan Examiner Building Division Review Memo Date: October 11, 2012 Project Name: Israelite Church Permit #: D12 -319 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan proposes to provide electric baseboard heat. Provide manufacturers specifications to show the electrical heating units comply with the 2009 Washington State Energy Code that show the total electric resistance heat capacity doesn't exceed 1.0 W /ft2 of the gross conditioned floor area. Other options would be to install ductless heat system which is approved by WSEC. (WSEC 1302) 2. Show a vertical 18 inch grab bar by the water closets per ANSI standards. 3. Provide wet stamped and signed plans by the engineer who provided the engineered drawings. 4. Show a location for crawlspace access. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: October 26, 2012 CONTACT: Larry Griffin RE: D12 -319 ADDRESS: 13045 Macadam Rd. S ZONING: LDR Planning has reviewed the above building permit and the project can be approved subject to the following condition: 1. It does not appear that the proposed addition meets setbacks. The north property line is slanted and it appears that NE corner of the addition will be within five feet of the property line. Provide a scaled detail showing the NE corner of the addition and the property line. Indicate if the required setback of five feet will be maintained. 2. The building permit will not be issued until the conditional use permit has been approved by the Hearing Examiner. A hearing date has been set for November 14th at 9:30 AM. • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 11, 2012 PROJECT: ISRAELITE CHURCH 13045 Macadam Road S PERMIT NO: D12 -319 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2448 if you have any questions regarding the following comments. 1) Please fill out attached Non - Residential Sewer Use certification form. Please list only new plumbing fixtures to be installed and not the ones being replaced in kind. Signature of Owner/Representative is required. 2) Sanitary sewer service is provided by Valley View Sewer District. On your site plan please show existing sewer lines per attached Sewer District record drawing and add a note "Permit from Valley View Sewer District, phone (206) 242 -2336 is required if sanitary side sewer needs to be extended to serve new building addition." 3) Add a note in large bold letters "CALL 811 UTILITY LOCATES BEFORE YOU DIG ". W:Other /Joanna /D12-3 19.doc • • C ti} PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -319 DATE: 02 -22 -13 PROJECT NAME: ISRAELITE CHURCH SITE ADDRESS: 13045 MACADAM RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # After Permit Issued DEPARTMENTS: Building Division n Public Works C Fire Prevention Structural ❑ tanning Division ❑ Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 02 -26 -13 Not Applicable Comments: • Permit Center Use Only . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Ki Notation: Approved with Conditions DUE DATE: 03 -26 -13 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ,Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing stip.doc 2 -28 -02 • • PER y i e" COiD C Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -319_ DATE: 01 -28 -13 PROJECT NAME: ISRAELITE CHURCH SITE ADDRESS: 13045 MACADAM RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works u Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01 -29 -13 Not Applicable Comments: Permit Center Use Only a` �'- :,;. : rr4. INCOMPLETEIETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route N Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -26 -13 Approved n Approved with Conditions ❑ Not Approved (attach comments) N Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only: ;• " CORRECTION LETTER MAILED: • 0210��0i Departments issued corrections: Bldg ❑ Fire ❑ Ping', PW ❑ Staff Initials: i6.-. .) Documents/routing slip.doc 2 -28-02 T CO D C Y • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -319 DATE: 01 -18 -13 PROJECT NAME: ISRAELITE CHURCH SITE ADDRESS: 13045 MACADAM RD S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: A-T Mg/ 1-i5-1 Building Division Public Works 1� Fire Prevention Structural n -%1Y‘ &-eA.\ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 01-22 -13 Not Applicable Comments: Permit Center Center • v: • . i f' - ^ : : : " . : - ' • : • • • • • • • - • • %- • • _ • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -19 -13 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ' ` ' . CORRECTION LETTER MAILED: ` ,is_ Departments issued corrections: Bldg ❑ Fire ❑ Ping)‹ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 -"PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -319 PROJECT NAME: ISRAELITE CHURCH SITE ADDRESS: 13045 MACADAM RD S DATE: 10/04/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # after Permit Issued DEPAR MENT : 1 Bud ing Division Public Works t(i)J-k—coL lw\q .e,4 Fire Prevention t'`' Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/09/12 Complete 0, Incomplete n Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route Nj Structural Review Required ❑ REVIEWER'S INITIALS: DATE: No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 11/06/12 Approved n Approved with Conditions ❑ Not Approved (attach comments) IX Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ,� CORRECTION LETTER MAILED: 1 —. tW r ` Departments issued corrections: Bldg Fire ❑ Pin PW Staff Initials: , City* Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 21 113 Plan ChecWPermit Number: ❑ Response to Incomplete Letter # 1, Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: � ¥cit 1k D1- 3l� Project Address: 1 3 )9 5 Acs.4 i. itEiS Contact Person: Summary of Revision: Phone Number: 155(4 15 leScrJ I 1"—) 1 t5 i 5 &et ( )/fre,X FEB 2 2 2013 IM[T CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev ion I --Pj( Received at the City of Tukwila Permit Center by: Entered in Permits Plus on d' —)-->1 Zj H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 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: /hrww.ci.tukwila.wa.us 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nit•'t. fax, etc. Date: I Gam- / % I'Ian Check/Perm it Number: D12-319 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Bu Buildi:1,_2.1:ispector ' Is f xaminer Project Name: Israelite Church Project Address: 13045 Macadam Rd S Contact Person: !-A--0-07/ 6Z/F/ /// Phone N a►nher: C6 6% j Z Summary of Revision: '7L -5 FOOM i' P / 3 -13 M 1( L /Ne NI.'EG'e r� CITY OF TUKWILA JAN 2.8.2011 ' Sheet Number(s): "Cloud" or highlight all areoc of revision including date al revision Received at the City of Tukwila Permit Center by: �v[ Entered in Permits Plus on �^ .R ( 3 PERArY CENTER \ applications \forms- applications on line \revision subnnual 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.cLtularila.wcz.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t—i �� Plan Check/Permit Number: D12-319 20 ❑ Response to Incomplete Letter # ® Response to Correction Letter # .1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Israelite Church Project Address: 13045 Macadam Rd _S Contact Person: Phone Number: Summary of Revision: RE Vet CRY OF TtiftWaii I JAIL i G 2013 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio, Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1— H:\Applications\Forms- Applications On Line\2010 Applications \7-2010 - Revision Submatal.doc Revised: May 2011 OUTSIDE IttSIDIZ Lt ,._q „ f REPAI RS . DEPOSIT S... • ._ U VAL VUE.SEWER DISTRICT APPLICATION POR . SIDE : SEWER PERMIT PERMIT Np 2166 EASEMENT No CARD No. DATE - 0 /) µ '7,341140-'0110 y OWNER.. COYRACTO �LF HOUSE ADDRESS BASEMENT, YES NO.... :.._ .... :....... NAME SUB- DIVISION..\ ;-5� :......._�_ —T_ , Lo! No. CI 1..(0.J.. 22LIC, No. `,� Ui\JR.t..C. i II'4i�l.i !! • ;• 1 %i 11 l _ I r_1 .i I • SCALE � I._i..1 1 30 � -r _ r :.1 :.: 1...11- i... #n........ !. tom. -f`I l I O ! f r . 1 J,� � ;.1r0 1 i i.: .�� 6",.--,-.1--. � {�J(, ' i..: ; ..i ..I Ili i I i . ..I.(I 3 IT.i.i r I 1 I l 1 t- - =, I. r i .r ■ : i ; i ! i J -'; III - :h -1 I I_. 1.1 s 1. :I -1.1 r; : - J 1'ii . !i 0V ll_ r-_.'_�.I/ � ' i T I I¢f_r%• — • iI I _ DISTRICT APPROVAL BY 044C-1-51-7- -• -5( T TEST RESULTS ....0`1 S}f,?`'i PERMANENT FILE COPY .DATE.I.U.." .I.D .... .. t 7 • • I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN � ! MADE AS SHOWN, PRIOR TO BACKFILL BY (l..enn S�i'CW . �,,; tA4 l � ~- DATE.I G Mi ` fig King County • Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 1306" / 014414 R Property Street Address 7�rkwitQ City '98/68 State ZIP J"4 Gev��s %tos/e- G G oWA-y Owners Name V b.` ez.2. 734'�1/06125 Subdivision Name I tiir[r,J(i l P4.., TiZ� Lot # -i- -�C4 30 Subdiv. # 17a(17) 16LZ75 Block # Z Building Name - &At T C -k) QC- (lf3applicable) 7 1- 7381 ( ?be, ) Owner's Phone Number (with Area Code) ( 1,0 4,2 ciff? 7 5Z- Property Contact Phone Number (with Area Code) Owner's Mailing Address 1 45 Alit si apK� b - s lIg• I I� - " e� laid% A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 7 ' 1 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 1 `L Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 I Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 ( 5 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 ._ 12_ Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units 2.3 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 I,15 RCE 012 - 3 For King County Ode Only Account # No. of RCEs Monthly Rate Property Tax ID # 73+160 -018C Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes No Was building on Sanitary Sewer? Wes ❑ No Was Sewer connected before 2/1/90? (Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RCE RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a fate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrjed da ,. or. ermination of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representative` 1058 (Rev. 9/07) Date AO/ err -' g 11 White - Kino County Yellow — Local Sewer Aoencv P ;nk — Sewer Customer -3 Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEd to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ALL CITY CONSTRUCTION LLC UBI No. 603092787 Phone 2067722881 Status Active Address 10105 Rainier Ave 5 License No. ALLCICC893DZ Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/9/2011 State WA Expiration Date 3/11/2015 Zip 98178 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date JACKSON, LISA Partner /Member 03/08/2011 Bond Information No records found for the previous 6 year period Assignment of Savings Information Page 1 of 1 Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 2 3/4/2011 Until Released Bond $12,000.00 3/9/2011 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 Underwriters at Lloyds PFK045607 -1 03/08/2012 03/08/2014 $1,000,000.0003 /05/2013 1 Underwriters at Lloyds OUS002002846 03/08/2011 03/08/2012 $1,000,000.00 03/09/2011 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 03/12/2013 FIRE PROTECTION Tie fire alarms into the existing fire alarm system in the existing church. Tie exit strobe lights in both restrooms to existing system. UNDER -FLOOR VENTILATION Provide ventilation openings through foundation walls or exterior walls. Place openings to provide cross ventilation of the underfloor (crawl) space. Vents required = 319 SQ.FT. of crawl space / 150 SQ.FT. per vent = 2.13 vents Provide 4 vents, 2 on the north side and 2 on the south side. Locate vents within 3 feet of corners. If permitted by the local jurisdiction, vents may be located in the rim joist provided that insulation b HEATING •..as=-T .... all csx�f s,�.t,,4 y1Gr g CI a rci,,L a c M hint) RESTROOM VENTILATI Mechanical ventilation for res HOT WATER Insta-hot water, tankless 515 DRINKING FOUNTAIN (D.F.) Hi- lo (bi-level) wall mount barrier-free drinking fountain in the existing church and adjacent to the Link GENERAL MATERIALS Foundation: Reinforced concrete, see structural drawings Crawl Space: 4 mil (minimum) polyethylene vapor barrier Flooring= Linoleum Interior Walls & Partitions: Gypsum wallboard in HALL and LINK, except ceiling of LINK is exposed plywood Water-resistant gypsum wallboard with wainscot of ceramic tile to 6'-8" high in restrooms Waterproof wainscot 4'-0" high over water-resistant Gypsum Wallboard in Jan. (Janitor Closet). Provide a mop sink, either at floor or elevated on legs Ceilings: Gypsum wallboard in HALL and LINK. Water-resistant gypsum wallboard in restrooms and Jan. (Janitor Closet) Exterior walls: HardiePlank Lap Siding, except as noted Roofing for Pitched Roof Metal roofing, 26 Gauge minimum Roofing for Flat Roof PVC single-ply roofing, slope roof IA" per foot Windows: Double-glazed low-E translucent glass windows in the restrooms and a double-glazed low-E clear glass window at the north end of the HALL Accessibility signage: On the interior Insulation: As noted on drawings Expansion Joint: Between the Existing Church and the LINK, provide a %" expansion joint with sealant and compressible filler material Other: Including water closets, lavatories, urinal, toilet partitions, mirrors, restroom accessories, and all other materials ACCESSABLE DESIGN The interiors of the Addition shall conform to American with Disabilities Act Accessible Guidelines (ADAAG) requirements. BUILDING SECTION "A" 1/4" = 1' -0" S -D" Ac 1'I ON 4 LOP 1/41.1/FT 4,.Ca 31. 611 v451'1144 Gi4U G1-1 c 6 . 1131 &, u I ROOF PLAN 1/4" = 1' -0" I- I1t1 -) WI Li POW (TYR) 6 k. METAL 17.00FIN4 LINE CiC� �SUIG.�1t�lt j 1•EL.OW OiNI4L0 -PLY KrOFI4141 LEGEND ' 2 x 6 Exterior walls 2 x 4 Interior partitions Toilet partitions Urinal C.A. 20" x 30" Crawl (space) Access in Jan. (Janitor Closet) M.S. Mop Sink in Jan. T.P. Toilet Paper Holder S.D. Soap Dispenser P.T.D.Recessed Paper Towel Dispenser and Waste Receptacle G.B. Grab Bar D.F. Hi-Lo Drinking Fountain in Existing Church FLOOR PLAN 1/4" =1'-0" GONG.WEAI.k NSW C'I4G, WALK REVIEWED FOR CODE COMPLIoNCE. APPROVED FEB 2 e 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK'MEA OCT 042012 PERMIT CENTER 24111 REGISTERED ARCHITECT WAYNE G. H4EONER STATE OF WASHINGTON ' DATE OCTOBER 3, 2012 • A2 mom.. Menni. WEST ELEVATION 1/4" =1'-0" 1..Q of pLikie EAST ELEVATION 1 /4" = 1'-o" 0 Top OF i liei LoaR. Tort F PLATS Lis -3s TOP OF iJefft.. r 1i •. •;f V. SOUTH ELEVATION 114" = 1'-o" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2013 City of Tukwila BUILDING DIVISION HARMS. PLA1JK LAP ''IbINGI EX 16-fl 1\14 GRADE NORTH ELEVATION 1/4" = 1' -0" P'ROPc' I7 ► Rik Da RECEiVI D CITY OF TUKIMLA 0 4 2012 PERMIT OCT CENTER W z w 2110 REGISTERED ARCHITECT WAYNE G. NEMNER STATE or WASHINGTON DATE OCTOBER 3, 2012 A3 4.19.4 Exposed Pipes and Surfaces. Hot water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories. knee clearance toe clearance min depth Pig. 31 Lavatory Clearances Fig. 32 Clear Floor Space at Lavatories TOP OF GRAB BAR DISPENSER TOP OF SEAT TOE SPACE 48" min. 56" min. with wail- mounted W.C. 59" min. with floor- mounted W C. I1MMMMMMMMM® iiMMMMMMMMMm �1MMMMMMMMM® .�MMMMMMMMM® tiS IRASRIt -^— 60" nominal ear ®eiws�- -MM® ®MAMA 41MMMM ■MAMA ■ \MII $dMMMMMl1M►' 1 ®MMMMI /I �iIIEMMMI�i08►. 1MMM ►iMi116, FLI MMM11I ■MAMMA■ MOUNTING HEIGHTS TYPICAL M I" RECESSED DISPENSER MATT IN UL. :`1.OP PLATE ''L PE OUTPIpE FACE OF FOUNDATION WALL & STUD WALL RAKE SECTION 1 1 /2" = 1'-O" R•P MKTYPKUL 1' t fig max. NOTES: PICTOGRAMS SKULL DE ACCOMPANIED BY THE EQUIVALENT VERBAL_ DESCRIPTION PLACED DIRECTLY BELOW THE PiCTOCRAM. CHARACTERS AND SYMBOLS SNAIL CONTRAST ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. SIGNAGE AT SANITARY FACILITY NOTE &GN9 TORE MY CIEAR ACRYUC PUSTE P.V C. NTDI DAAPIOCS APPl® TO THE UNDERSK E OVER Ve COLORED ACRYLIC iUKRFY taORT ATTACI VD TO DOOIffiMITNSCOTCH TOUNTDOUSE FACED ACHES,* UM•TAPE GENERIC ACCESSIBILITY DETAILS (NOT To SCALE) oUTSIPE FACE or FOUND. WALL. & .•"TUI? 'WALL 21.011 30l oll RIDGE ELEVATION 1 1/2" = 1' -0" 4 12. AT" LINK" • REPLACE EXI4T. LAP 61D1NC, W/OlooffrA.c. PLYWOOD REMOVE EXWT, PART11IQN' &WALL, API?. PRINKINGi FOUNTAIN : 1/2." EX PAN' N JOINT w/ oeALAN1 & coMPRL SI LE FILLER MIATEIIAL.. 1 IAK -3c? ih< (o 13EYoN BUILDING SECTION "A" DETAILS ( OPPOSITE HAND) 1 1/2" = 1' -0" 12. RAKE ELEVATION 1 1/2" = 1' -0" I PRI P EDGE l oP OP IPLATe5 - , r REVIEWED FOR CODE COMPLIANCE APPROVE FEB 2 R 2013 City of Tukwila BUILDING DIVISION PoUI4PATION GOATINA & MATT FILTElz FABRIC 1 I /2'I WA6H ROCK; MINI. I2.11 141Q-I. -g" PUG PERF DR.AINTILE DOWN - CMADE ''a OUTFALL :O.RIGrtNAL F3eARINIO1 401L.. b 1 CITY OF TUKWILA OCT 042012 PERMIT CENTER • 2418 REGISTERED ARC ITECT WAYNE G. HUEBNER STATE OF WASHINGTON DATE OCTOBER 3, 2012 A4 BUILDING SECTION "A" 1i4" = 1 -0" - 4/S -2,D _61-ore I?eirr 2x I LHF4Z £ 4 °IL I-- 1(YP)s �'• n" 31•491i Exi a'CIN4 CI4U R C.iwt 11 ROOF PLAN 1/4" =1' -0,, 0" 7 b"i! 12. 611 � 51,D u 121.6" 511 3'• 31.51i bN ,e!-011 AaiT►a .W. I# .cnil 12'.0" FLOOR PLAN 1i4" = 1' -O" 26 CSR. M 1'AL RooI 114 i LINE or 13lUILI2I■ 1 EL.oW f i ALa -t LY Kooriwct CORRECTION LTR# REVIEWED FOR ODE COMPLIANCE APPROVED FEB 26 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 8 2093 PERMIT CENTER [4©FrEVJA-D) SI:N 6 2012 STRUCTURAL DESIGN ASSOC. 319 Ca) U z Cs) a A2 1 BUILDING CODE 2009 INTERNATIONAL BUILDING CODE FLOOR LOAD DEAD LOAD : 12 psf UVE LOAD: 40 psf ROOF LOAD DEAD LOAD: 1 5 psf FLAT ROOF SNOW LOAD: 25 psf SNOW EXPOSURE FACTOR (Ce): I .1 SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) I WIND DESIGN DATA 1. BASIC WIND SPEED: 85 MPH A Iw I 0 . 2. WIND IMPORTANCE FACTOR ( ) BUILDING CATEGORY II 3. WIND EXPOSURE: 13 4.Kzt =I38: 5. INTERNAL PRESSURE COEFFICIENT: NA G. APPLICABLE WIND PRESSURE FOR COMPONENTS AND CLADDING: NA SESIMIC DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR: 1.0 SEISMIC USE GROUP: ACCELERATION Ss 2. SPECTRAL RESPONSE ( S 3.SITE CLASS D A S SUMED 4 . COEFFICIENTS (S DS) SPECTRAL RESPONSE ATEGO Y :. D R S. SEISMIC DESIGN C G. B SIC SEISMIC-FORCE-RESISTING SYSTEM SHEARWALLS. 7. DESIGN BASE SHEAR: SEE CALCULATIONS 8. SEISMIC RESPONSE C EFFC IEN T (Cs): 0.092 9. RESPONSE MODIFICATION FACTOR (R): 6:5 L O. ANALYSIS PROCEDURE USED: EQUIVALEN T LATERAL FORCE PROCEDURE 139:4 %G % O %G 0 I FRAMING LUMBER . FRAMING LUMBER SHALL BE HEM -FIR NO 2. GRADES ARE TYPICAL UNLESS OT HE R WISE NOTED ON PLANS LUMBER TO BE GRADE MARKED PER WCLID SPECIFICATIONS: 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE I SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P5 I -83, APA PRP- 108, OR VOLUNTARY PRODUCT STANDARD PSE -92.. PROVIDE A MINIMUM OF 3/8' EDGE DISTANCE' ON ALL NAILS ANDY8" EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO BE 15/32" INT -APA RATED PLYWOOD OR 7/6" OSB WITH EXTERIOR GLUE, P.I. 24/0. NAIL WITH 8d NAILS AT G" ON CENTER AT PANEL EDGES AND 12 ON CENTER AT INTERMEDIATE MEMBERS. SUB FLOORING TO BE 3/4" TONGUE AND GROOVE C -D INT -APA RATED PLYWOOD OR OSB WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH I Od NAILS AT G' ON CENTER AT PANEL EDGES AND 1 2" ON CENTER AT INTERMEDIATE MEMBERS. 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE.`: USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED IN UNLESS SPECIFICALLY DETAILED OR APPROV ED N WRITING BY THE STRUCTURAL ENGINEER. 5. PROVIDE PROPERLY SIZED VVASNERS UNDER HEADS AND OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 6. PROVIDE 3"x3 x0.229" WASHERS AT ALL ANCHOR BOLTS. NUTS 7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1# I G" UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO G0% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS NOTED OTHERWISE. 8. ALL SILL PLATES SHALL BE BOLTED, TO THE FOUNDATION WITH 5 #8" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF 48" ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. 9. RIM JOISTISTOBE I I #4 "LSLMINIMUM. 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. 1 I CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL CONFORM TO. ASTM AG 15 GRADE G0 (fy GO KSI) FOR BAR SIZES NO 5 *LARGER, GRADE 40 (fy = 40 KSI) FOR NO 3 AND NO 4 BARS: 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT. SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND/OR SPLICES SHALL BE 42 BAR DIA AND BE WELL STAGGERED. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 AND SHALL BE GXG W2.9/W2.9 UNLESS OTHERWISE NOTED. LAP REINFORCEMENT G" MINIMUM. 4. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON, GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH OF SLAB AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING' OF THE CONCRETE. CONCRETE I . ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (1 50 PCF) AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 %: 2. CON CRETE COMPRESSIVE STRENGTHS AT 28 DAYS (Pc) SHALL BE: CONTINUOUS FOOTINGS: 2500 PSI SLAB ON G.. DE: 2 00 P RA 5 S PAD FOOTINGS: 2500 PSI EXTERIOR WALLS: 3000 PSI R R 3 L ALL _ CONCRETE EXPOSED TO WEATHER MUST HAVE AN Pc >= P I: 3000 S 3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE STRENGTH EXCEEDING 2500 PSI SHALL REQUIRE SPECIAL INSPECTION BY AN INSPECTOR APPROVED BY THE BUILDING DEPARTMENT AND THE ENGINEER. 'EXCEPTION: WHERE 3000 PSI CONCRETEIS USED FO R WEATHERING PURPOSES, NO IN P SECT ION IS REQ UIRED. 4. CEMENT SHALL CONFORM TO ASTM C 150, TYPE 1, GSA NORMAL. 5. MAXIMUM SLUMP SHALL NOT EXCEED 4 :INCHES IN FLATWORK. 6. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. 7. CONCRETE SHALL 6E MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF E DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF FIVE (5) R S SATISFACTORY PERFORMANCE CAN BE ASSURED. 8. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED. AND ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT. CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. 0. MINIMUM CONCRETE. COVERAGE. OF REINFORCING STEEL FOR FORMED WORK SHALL BE AS FOLLOWS: EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER): I 1/2" *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MINIMUM COVERAGE 1 I . PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 2. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ACI 3 I8 WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE. ARE NOT F'c (PSI) 2500(no special inspection SEE NOTE A 3000 CEMENT CONTENT LBS /CUBIC YARD (MINIMUM) 470 SACKS PER CUBIC YARD (MINIMUM) 5 517 51/2 AIR ENTRAINMENT IS REQUIRED FOR ALL CONCRETE EXPOSED TO WEATHER. FOR 3 #4" AGGREGATE AN ENTRAINMENT OF 6% IS REQ'D. FOR I#2" AGGREGATE AN AIR ENTRAINMENT OF 7%15 REQ'D. MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. •` NO MORE THAN A I " PLUS TOLERANCE SHALL BE ALLOWED. A) WHERE SPECIAL INSPECTION 15 NOT REQUIRED UNDER SECTION 1704.4 OF THE I.B.C., CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE. B) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL BE SUBMITTED TO THE BUILDING OFFICIAL' TWO WEEKS PRIOR TO FIRST USE FOUNDATIONS I THE FOUNDATION DESIGN 15 BA THE INTERNATIONAL BUILDING L NG COD WORK SHALL BE PERFORMED IN AC THIS CODE.' ED ON THE RECOMMENDATION IN. TABLE 1 804.2. FOUNDATION ORDANCE WITH CHAPTER 18 OF 2. THE FOUNDATION DESIGN IS BA ALLOW. SOIL BEARING SOIL FRICTION 35 EQUIV. FLUID PRESSURES ACTIVE PRESSURE PASSIVE PRESSURE ED ON THE FOLLOWING VALUES: 1 500 PSF 35 PCF 250 PCF 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW THE UNDISTURBED GROUND SURFACE OR TO FROST DEPTH ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST OF THE EXCAVATED MATERIAL AND /OR IMPORTED BORROW AND SHALL` BE FREE OF ORGANIC MATTER, TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS A D N THOROUGHLY ED ROLL OR COMPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER AND EXTENT N A AS TO PRODUCER RELATIVE COMPACTION OF 90% OF MAXIMUM POSSIBLE DENSITY AS DETERMINED BY ASTM D 1 557. HAND TAMPERS SHALL WEIGH AT LEAST 50 POUNDS EACH AND SHALL HAVE A ACE A R EA NOT IN EXCESS OF 64 SQUARE INCHES: PE S HAND.TA MAY R M Y B E OPE RA TED EITHER MANUALLY 0 R MECHANICALLY I A AND S N C L HALL BE ED US WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE USED, STRUCTURAL FILL OVER 1 2" DEEP SHALL COMPLY OM LY WITH A GEOTECIINICAL REPORT: GENERAL 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY FETY OF THE BUILDING. ThE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES: ANY DEVIATION MUST BE APPROVED INWRITIN WRITING PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION, 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE WORK: G. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT 8: ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER O 11 '4 • :. 4. • 4 .. O A DOUBLE TOP PLATE WI EDGE NAILING (STAGGER) :` O SHEARWA LL EDGE B - NAILING ILING AT ALL PANEL EDGES. BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. O C EDGE NAILING TO HOLDOWN POST OS (FULL HEIGHT) STAGGER INTO DOUBLE STUDS STUDS O D 1 6 " ON CENTER NTE R 0 PRESSURE TREATED SILL PLATE WITH EDGE NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. FTOP PLATE SPLICE NAILING TO BE 8 Q OI6d. SINKERS K RS (MIN). LAP 48" MINIMUM. CENTER SPLICE ON STUD. 0 . 4. • • • . O G HOLD OWN. PER SCHEDULE AND PLAN (11DQ8 -5DS3 SHOWN) 0 . COO Dl NATE ALL STUD AND PLATE SIZES w/ SHEA WA R LL SCHEDULE REQUIREMENTS J EDGE E NAILING STS, TRIM STUDS, AND KING STUDS Q K BEARING STUD FOR HEADER Q RIMJOIST TO BE I %2" MIN THICKNESS AT ALL SI-1EARWALLS STD. -::NE W S A R AL LEE TI ELEVATION A ON W RIM SCALE: = 1 - -0 2 42 DIA. Q a • a • - -- 4 4 .4 SEE WALL SECTIONS FOR SIZE AND SPACING OF WALL REINFORCING =42 DIA. 2' -Q" MIN. 42 DIA.- 2' -0" MIN. .a. .77157- 7T 42 DIA. 2' -0" MIN -42 DIA.- 2' -0" MIN. ALTERNATE DAR DIRECTION CORNER REINFORCEMENT DETAILS CORNER DAR SAME SIZE SPACING AS HORIZ. WALL REINF. 1).:- I REVIEWED FOR CODE COMPLIANCE APPFtOVEID FEB 2 6 2013 City at Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 182013 PERMIT CENTER 0 0 vi a) L 1• 23 (1) Li z 0 0 z F- 0 O Ow z ct 0 00 (30 Q O) z ) 0 < Q 0 Q III L4' LL i o Q wr. OF wASA•. c 1 34• 0 l so d�NA,L y t IAN 0 3 2014 Drawn By' CCC Checked By: CCC Date: 9 -28 -2012 SDA JOB NO. 6896. S KLCIURAL OTES / DETAILS S -1.0 SEE ARCH. DWG. FOR SCREENED. VENT REQUIREMENTS IGd NAILS @8 "O.C. DIAPHRAGM EDGE NAILING 2x BLOCKING OR RIM JOIST ((2) I Gd NAILS EA. JOIST) (2) #4 BARS AT TOP FLOOR SHEATHING, SILL PLATE. AND ANCHOR BOLTS PER SHEARWALL SCHEDULE, MIN 2x PLATE w/ 5411 0 ANCHOR BOLTS @ 45" O/C #4 VERT. @ 18" O.C. (ALTERNATE HOOK): 4 HOR. @ 15" O.C. (2) #4 CONT. DIAPHRAGM EDGE NAILING (2) #4 BARS AT TOP 2 BAYS BLOCKING @ 48" 0/C 3- I Od EA. BLOCK FLOOR SHEATHING MARK SHEATHING EDGE NAILING FIELD NAILING 3/8" CDX ONE FACE SILL PLATE Sc CONN. © FND 5/8 ", 0 A.B. © 48" 0/C W/ 2x SILL PLATE BOTTOM/TOP PLATE CONN. LTP4 ` © 20" 0/C W/ 2x BOTTOM PLATE 4 VERT.. @ 18" O/C (ALTERNATE'HOOK) (2) #4 CONT. JOISTS PERPENDICULAR CFLOOR/FOUNDATION CONNECTION JOISTS PARALLEL 2x BLOCKING_ RAFTERS PER PLAN DIAPHRAGM EDGE NAILING -8d @6 o/c CLEAR SPAN 7" MAXIMUM 30" MIN REBAR LENGTH PANEL' EDGE NAILING PER SHEARWALL SCHEDULE SHEAR WALL PER PLAN RAFTERS PER PLAN S h EAR WALL NOTES 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM -FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3). 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS 3. WHERE SHEATHING NAILING I5 SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS RECEIVING' EDGE, NAILING FROM ABUTTING PANELS SHALL NOT 5E LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SIIEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3 -INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE ENGINEER FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED IF TWO TIMES THE NUMBER OF ANCHOR BOLTS. REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.1 0). 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 230G.4.1 OF THE INTERNATIONAL BUILDING CODE (FOR CDX) OR REPORT NER -1 24 (FOR OSB). VALUES ARE BASED ON HEM -FIR NO. 2 FRAMING WITH COMMON NAILS. O N LO N > Is° .E 4{ J o LL • W Op LiJ 0 CU Q ) v N W N 5. HOLDOWNS AND OTHER. CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS: SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. - REFER TO THE APPROPRIATE DETAILS AND /OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING :. ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST.. 6: ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE: OR GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST AGAINST SOIL: 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS /SIMPSON TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" INTO EXISTING CONCRETE. ONE #4 REBAR IN SHEAR CONE (1 2 •MIN. REBAR LENGTH) SHEAR WALL PER PLAN 1/2" MIN. FROM CORNER 8. ALL NAILS AND CONNECTORS IN CONTACT WITII PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. 9. WHERE I Od NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED.' 10. 05B OF EQUAL OR GREATER THICKNESS_ MAY BE SUBSTITUTED FOR CDX SPECIFIED IN SHEARWALL. SCHEDULE. 0 ow zO MODEL *FOR ANCHOR BOLT HOLDOWN SCHEDULE HOLDOWNS INSTALLED IN NEW FOUNDATIONS STHD8 /RJ N/A THRU BOLTS OR NAILS /SCREWS (24) 1Od COMMON EMBEDMENT/ STRAP LENGTH MINIMUM EDGE DIST. 8' EMBED NA NA hOLDOWN NOTES ALL- THREAD BOLTS SHALL CONFORM TO ASTM A307 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c - 2500 PSI 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HHDQ I I AND HHDQ 14 REQUIRE A 4x6 MINIMUM POST SIZE,' U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d SINKERS STAGGERED @ 4" 0 /C. 4. MINIMUM EDGE DISTANCE I5 FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 5. NAILS /SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 6. ALL HOLDOWN BOLTS MUST DE RE-TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF WALL. RECEIVED CITY: 0E- Tl:JKWILD JAN 1 8 2013 PERMIT CENTER HOLDOWN POST.` SEE HOLDOWN SCHEDULE OR. PLAN FOR MINIMUM REQUIREMENTS LENGTH OF SHEARWALL FOR DOUBLE SIDED SHEARWALLS, THE SHEATHING ON EACH FACE `. MUST EXTEND CONTINUOUS BETWEEN HOLDOWN POSTS AS SHOWN. OPENING PER PLAN Drawn By: CCC Checked By CCC Date :. 9 -28 -2012 LOCATION OF HOLDOWN TO BE INSTALLED STHD 14RJ` SDA JOB. NO. 6896 TYPE OF HOLDOWN TO BE INSTALLED SHEARWALL DESIGNATION- SEE SHEARWALL SCHEDULE FOR FRAMING, NAILING AND ANCHORAGE REQUIREMENTS STRUCTURAL DETAILS S 0 LATERAL. MARKING. LEGEND