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HomeMy WebLinkAboutPermit D08-183 - BARTELLS DRUGS - CANOPY AND FACADEBARTELL DRUGS 14227 TUKWILA INTERNATIONAL BL D08 -183 Cit3 Tukwila Parcel No.: 1523049011 Permit Number: D08 -183 Address: 14227 TUKWILA INTERNATIONAL BL TUKW Issue Date: 05/07/2008 Suite No: Permit Expires On: 11/03/2008 Tenant: Name: BARTELLS DRUGS Address: 14227 TUKWILA INTERNATIONAL BL , TUKWILA WA Owner: Name: SEG 56TH LLC Address: 845 106TH AVE SE # 100 , BELLEVUE WA 98004 Phone: Contact Person: Name: BRIANNE CULLEY Address: 8383 158 AV NE #280 , REDMOND WA 98052 Phone: 425 885 -4300 Contractor: Name: J R ABBOT CONSTRUCTION, INC. Address: PO BOX 84048 , SEATTLE WA 98124 Phone: 206 467 -8500 Contractor License No: JRABBCIO22JZ doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Expiration Date: 03/01/2010 DESCRIPTION OF WORK: UPGRADE TO EXISTING EXTERIOR STRUCTURE CANOPY AND FACADE. EXISTING STRUCTURE TO REMAIN IN PLACE. Value of Construction: $215,000.00 Fees Collected: $3,466.20 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0019 008 -183 Printed: 05-07 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature I hereby certify that I have read an doc: IBC -10/06 City APTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N governing this work will be complie • h, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performances f work. I am a thorized to sign and obtain this development permit. Signature: - - — ! Date: I Print Name: • Permit Number: D08 -183 Issue Date: 05/07/2008 Permit Expires On: 11/03/2008 Date: tc 10*1 ed this permit and know the same to be true and correct. All provisions of law and ordinances 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. D08 -183 Printed: 05 -07 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1523049011 Address: 14227 TUKWILA INTERNATIONAL BL TUKW Suite No: Tenant: BARTELLS DRUGS PERMIT CONDITIONS Permit Number: D08 -183 Status: ISSUED Applied Date: 04/10/2008 Issue Date: 05/07/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: 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. 10: All wood to remain in placed concrete shall be treated wood. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Thkwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *FIRE DEPARTMENT CONDFFIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. doc: Cond -10/06 D08 -183 Printed: 05 -07 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 17: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 18: All sprinlder system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 19: U.L. central station supervision is required. (City Ordinance #2050) 20: All valves controlling the water supply for automatic sprinlder systems and waterflow switches on all sprinlder systems shall be electrically supervised. (City Ordinance #2050) 21: Extend sprinkler coverage to combustible concealed spaces. • 22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * * continued on next page ** doc: Cond -10/06 D08 -183 Printed: 05 -07 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us • I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: ° ` \ C v■cA 0. \ �+R, "/ doc: Cond -10/06 -,-.10`'' Date:-- Date: l . oV ordinances governing or local laws regulating D08 -183 Printed: 05-07 -2008 Site Address: P) a vt-e, t Der119 Property Owners Name: Mailing Address: Tenant Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htip tuk>rila tiro, us CONTA' Name: brikhri e CAA I h r? Mailing Address: V ti3S J SP 0 E -Mail Address: h F I +` ltl 1.11(1 t eit c"l.kt c:l,.v I ilf - is GENE_ (Contractor l ONTRACT(IR 3 (II MATIOT 4) for `Plumbing Company Name: � I - A:19 16 Company Name: C - 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 ** Mailing Address: 1 Y() - D C't' Z- ff Contact Person: 1 i A 6- D (V S E -Mail Address:t On') � Gt.lnv1 l IALE i 19 c-;07 Q: On Line\ -2006 - Permit Application :doc Revised: 9 -2006 bh King Co Assessor's Tax No.: Suite Number: Floor: City Day Telephone: 1 2 l City ax Number: L i New Tenant: ❑ Yes State 3'.. No Zip (-- f,.?Cb IAA" 78 *_. State Zip gc. L f 3 s 5 c `� tvf I2 - City State Zip Day Telephone: Z-O(12 , -{ . "T' t �5 G 0 X ( L Fax Number: ?O C .49Th. l Mailing Address: (0 c x �S 4 O1 Contact Person: M ( COY\ (X : ( rn p_., E -Mail Address: r G cubL)ct , C,i;VV Contractor Registration Number: Expiration Date: Company Name: M A - eA,(.0 4./A f ccf1 a te - i`l5 _ Mailing Address: - (. j t LW ki' ( \Y At 0 1Z..0 fl. i.bn rl (A;,," g °s City State i I Contact Person: ' 1 a.VWU2- CAA- (1 f I /1 Day Telephone: 42 3; 8 3a 6 E -Mail Address: b ri tun It ETNA &tj it-'ld Ithete d U. 7 ax Number: L t 2.. S (' ' S City State Zip Day Telephone: 7_Q( c Z- `a r , E7 2 Fax Number: Z O .j , cc, Page 1 of 6 Valuation of Project (contractor's bid price): $ 2-1 S � O G 0 Scope of Work (please provide detailed information): toik.4124400 b Alt)ec ovock- tx(s Will there be new rack storage? ❑ Yes BUILDING PERMIT IN FORMATION -- 20 Existing Building Valuation: a o If yes, a separate permit and plan submittal will be required. Building Areas in Square. F'ai Flop Access Attached Attar Addition to Existing Structure Type of Oce 1pattcyy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: N EL Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ 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 Safe 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. Q:\Applications\Forms- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 e PERMIT 'P1 :CATION NOTES — Applicable Io all per :s in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R t t. ` 1 AGEN e z Signature: e Print Name: �/�, f,� `'w" 1 £} /"C i Mailing Address: A17.27 7 .27 D) t/ Afe I Date Application Accepted: Q: Applications\Forms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: )ol 01 0$ Date: 1 /1/22 -- )* Day Telephoner' _ 7( ' z;2 �A,,c 4 12"v �it State Zip Staff Initials: Page 6 of 6 Parcel No.: 1523049011 Address: 14227 TUKWILA INTERNATIONAL BL TUKW Suite No: Applicant: BARTELLS DRUGS Receipt No.: R08 -01511 Initials: JEM User ID: 1165 Payee: BARTELL DRUGS ACCOUNT ITEM LIST: Description doc: Receiot -06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 160889 2,102.50 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts Total: $2,102.50 Permit Number: D08 -183 Status: APPROVED Applied Date: 04/10/2008 Issue Date: Payment Amount: $2,102.50 Payment Date: 05/07/2008 09:16 AM Balance: $0.00 2,098.00 4.50 2109 05/07 9711 TOTAL 210250 Printed: 05 -07 -2008 Receipt No.: R08 -01116 Initials: JEM User ID: 1165 Payee: BARTELL DRUGS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Check 160749 1,363.70 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 1523049011 Permit Number: D08 -183 Address: 14227 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 04/10/2008 Applicant: BARTELLS DRUGS Issue Date: Account Code Current Pmts 000/345.830 1,363.70 Total: $1,363.70 0 Payment Amount: $1,363.70 Payment Date: 04/10/2008 08:37 AM Balance: $2,102.50 1026 9 9711 TOTAL 1363.70 orinrori• nd_1n_ ')nna Proje A -Le D - c Type of Ins ection: 1 t 1\1(c. Addre s: 1 '122-7 Date Called: Special Instructions: Date Wanted: 30-de �,� ti::�'' p.m. Requester: Phone No: 26 -7CA -S -)2/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit DO -►�3 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. E l $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CITY OF TUKWILA BUILDING DIVISION P 6 300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: pef r T L1� ,L p Inspect: 1 Date: 7 (Receipt No.: 'Date: Pype L3Arieik bilk of Inspection: t I I — gztI Icy Address : - Date Called: - . Special Instructions: . Date Wanted: " 7 -c a.m. c� Requester: Phone No: C 2O(/Ci 7 o / -" i 7 1 INSPECTION RECORD Retain a copy with permit INSPECTI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D03-18 PERMIT NO. (206)431 -3670 Approved per applicable codes. .Corrections required prior to approval. COMMENTS: 2 L.4 4,0 t Ni 6 - p - , nl d► 1- -- c C C ri Date: 7 - El $6 D0 REINSPECTION FEE IitEQUIRED. P f or to inspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Projecp., A cle 11 Dr► c Type of Inspection: F ,v ( ? 2. AAlilh r Address: I y Z2 Date Called: Special Instructions: Date Wanted: - 7 -- 2 -00 Requester: Phone No Does INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 t. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: IDate:7 p J f 7 0 $60.00 EINS FEE RI Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: IDate: Project: 139QT � / /S r /1/GS Type of Inspection: eel�- .. . Address: �,,,� /4.7..7 / / Date Caked: �"'`1 ifik iti Special Instructions: -/ Date Wanted: 6 _ / 5- °`c.5; p.m. Requester: Phone No / ...2.‘)‘ 572/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. ' ,,PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: LOule_0 a co u-L. I lqrMA telsJ 1 Date: 6 AJ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: • COM MENTS: (6 lii M :1=p=:/271""' Type of Inspection: FdAir „ ti4' Address: 27 6 off_. . - !ice �; T : ..�Y. ••r r�Mr. - _._"..._ . • . r ` --- - -- r 1 SG I e l•J J A_AkJ S `if - of .4/1A e_Q ii.) t- p s ,)r-f-_,--1— - I -e..11-si (.. of e A 1-1) ; ^spe Vco Sc. ie JJ I -' Ty Ft. rF_sc II f i „.,_f ANA a a' c./` / S 7-11 ''” c cr /1 J.t . ! i - i (1 1,& 1...vJArr Project: /k ' 4//s kuMei4 Type of Inspection: FdAir „ ti4' Address: 27 6 Date Called: Special Instructions: - Date W nted: _./ e_ Q� P.m. Requester: Phone No: 0C. — 76 -5/2 / 4 INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Corrections required prior to approval. Inspector./ ` (Date: ` _ _ �� • dtY El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: ( ,o# IJ$ ? Type of Inspection: Address: IV 12 7 Suite #: 7?15 Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood &Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 INSPECTION RECORD Retain a .copy with permit Approved per applicable codes. COMMENTS: Are. (oat Inspector: Ski S Date: x/17 f Hrs.: l $80.00 !REINSPECTION FEE REQUIRED. You will'receive an invoice from City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 . Do l- 11,3 PERMIT NUMBERS 206- 575 -4407 Corrections required prior to approval. T.F.D. Form F.P. 113 Project: ' . - s Sprinklers: y 1 ii Type of Inspection: ,12 ,- �a1�I4G - '7 own- Address: j/22..? Zt ,vrL. Suite #: 1 v n Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: y 1 ii Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: . Permits: _ Occupancy Type: INSPECTION NUMBER • Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT { 'bog - 1$3 •o11- s - _z Rt PERMIT NUMBERS • 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. 4 COMMENTS: 1 • . • • Date: I I log . l rs.. • Inspector: (AJ I I $80.00 REINSPECTION FEE REQ y IRED. You will receive an invoice from the City of Tukwila Finance Department. C II to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 c L— — v� — - G_ u1y 21, 2008 <es 4;t. + ._<!to o ho C GI r. Pat Burns Westfield Corporation, Inc. 633 Southcenter Mall Tukwila, WA 98188 RE: Dear Mr. Burns, azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Special Inspection Fidelity Investments Tukwila, WA KA No. 066 -08140 Permit No. D08 - 183 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 2 through July 16, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08140 OFR Template ..1."'-=• liKr "_" azZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: c�,VpirG?ng PROJECT #: QYc -le/'0 PROJECT: fr c4/ .1k .e3O 1 0., .1 LOCATION: KRAZAN PROJECT MANAGER: 4"t? 4 4; rev sov�r- t Acie rYer 7412 /1' d •/'lar,�ALOt rs C i� l� ' r� ��sQr • • „ .� _ � . , s O/i iq .'L, {� +P�'i r G.rO 0 /G e'er/ a#'# / . ill r io�GCo _ / - 07.3"4eY.el / � 646,3e 1 42 3 6 , 41 - z r• eat- �iv...• 52/1 ��/ r / 0/4t€ 0Jy /•e/�' ,P/' . � l/z AL. '' , OW: # !" E quipment/Asset Number(s): To the best of my knowledge, the ab Superintendent /Representative: Technici /501 Field Rep, t.doc CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER:�� << .�.I� Serving the Western U ted States FIELD REPORT NO: 80385 Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. AS NOT performed in accordance with the approved plans, specifications, and regulatory requiremef ..eM" Kr ,.....,.........._ -.4. azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ( /pPG�J8 PROJECT #: 4 ', — `o` ./ PROJECT: LOCATION: KRAZAN PROJECT MANAGER: atiee cTflQet 4el i r. • i Ai A At/ 11dI4 I ,49 I re it s. �i . : .4 . ��. AP 4/ ,.,T) 7 4-e re4 a lf. / i �ilr�l f _ v�d rf4 Z 7 AreI, 0, 14, &Ye, r. l 4 i A • J ,y ( iJ • i r, ! •:.l.. YQTi'l.? A/� lti / /ate et2' s /, /€R cie I , ,� P.." - LA" ,Mi eAv ,44 - f.4hJC VW/5' e/!/.Ilo(,e .e.',44/ A ✓ • 0 Q4s{GZ / a r Equipment/Asset Number(s): To the best of my knowledge, the abo - ' 7` AS NOT performed in accordance with the approved plans, specifications, and regulatory requiremeg, Superintendent /Representative: Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client_jsreport may not be reproduced in any format without the written permission of the client and Krazan & Associates. 1501 Field Report.dcc n� �) FIELD REPORT NO: V c� n U CONTRACTOR: JURISDICTION: � QP PERMIT #: Technicia =�8S INSPECTOR: � `. 3 /'c��.. WEATHER: �' ,ems.;, TEMP: c f� Serving the Western d States 1 &ASSOCIATES, INC. DATE: 6 -03 -08 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066 -08140 PROJECT: FIDELITY BANK LOCATION: SOUTHCENTER MALL, TUKWILA KRAZAN PROJECT MANAGER: KEG To the best of my knowledge, the above WAS Superintendent/Representative: CONTRACTOR: DEWITT CONSTRUCTION :NC. PERMIT NO: FIELD REPORT NO.: 8140DFR- 60308 -JP -1 INSPECTOR: JONATHAN PINK JURISDICTION: CITY OF TUKWILA WEATHER: OVERCAST RAIN SPECIAL INSPECTION FOR REINFORCEMENT STEEL On site as requested by the contractor for special inspection of reinforced steel for r piles. Reviewed the approved plans with the contractor. Contractor had 16 rebar cages on site for grouted piles. Cages were constructed arm tied together as shown on the approved plans . The correct bar size, bar grade, and lap splice was use Reinforcement steel cages were found to be sitting on the subgrade contractor was ss = e sure to clean off any dirt that may be on the cages due to them sitting on the ground. Steve Taylor with Krazan and Associates was on site for grout placement. / WAS NOT ❑ performed in accordance with the approved plans, spe:' . Fors. arc = .gory regtnents. Technician JONAHTAN PINK Offices Serving the Western United Stat' RD 48F S0F Equipment/Assa moeri Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not he reproduced in any format without the written permission of the client and Krazan & Associates. croami I XiaZarl &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: 8140DFR- 60308 -JP -1 DATE: 6 -03 -08 CONTRACTOR: DEWITT CONSTRUCTION INC. PROJECT #: 066 -08140 PERMIT NO: WAITING FOR BUILDING PERMIT PROJECT: FIDELITY BANK INSPECTOR: JONATHAN PINK LOCATION: SOUTHCENTER MALL, TUKWILA JURISDICTION: CITY OF TUKWILA WEATHER: OVERCAST RAIN TEMP: 48F TO 60F SPECIAL INSPECTION FOR REINFORCEMENT STEEL On site as requested by the contractor for special inspection of reinforced steel for grout piles. Reviewed the non - approved plans with the contractor. Contractor had 16 rebar cages on site for grouted piles. Cages were constructed and tied together as shown on the approved plans . The correct bar size, bar grade, and lap splice was used. Reinforcement steel cages were found to be sitting on the subgrade contractor was ask to be sure to clean off any dirt that may be on the cages due to them sitting on the ground. Steve Taylor with Krazan and Associates was on site for grout placement. To the best of my knowledge, the above WAS ❑ / WAS 54 performed in accordance with the non- approved plans, specifications d r latory requiremye$. Superintendent/Representative: Technician JONAHTAN PINK Offices Serving the Western United Stat Equipment/Asset Number(s): Form 1501 r.2 Effective Date: 12 -20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. lac azan & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ' /d c' PROJE #: i e PROJECT: s Ir LOCATION: e/' KRAZAN PROJECT MANAGER: �L�� Equipment/Asset Number(s): Superintendent /Representative: to y-75/7z ak. ' /45145f.,.. jrtpo • Inc. Technician Serving the Western Unite FIELD REPORT NO: 8 0 3 8 8 CONTRACTOR: JURISDICTION), dr/ PERMIT #: /ff /,¢ - INSPECTOR: Ge WEATHER: QzerL� • -� /9A *,,, e ( — �.1 - a..),YUP 49 - AC' A / d � . G / L 5 1 Y . O Haiti ex' . two e 7 s i'z-t cht 171 D„ To the best of my knowledge, the a AS NOT performed in accordance with the approved plans, specifications, and regulatory requirem tates 150! Field Repan.doc Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any formut without the written permission of the client and Krazan & Associates. M"` az an &ASSOCIATES,INC. DATE: 6-4 -08 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066-08140 PROJECT: Fidelity Investment Center LOCATION: 304 Strander Blvd KRAZAN PROJECT MANAGER: K.E.G. 1) Met with the contractor to verify inspection and review plans. 3) Placement inspector to verify clearances during setting of cages. Superintendent/Representative: PERMIT NO: Reinforcing Steel Offices Serving the Western United States FIELD REPORT NO.: 8140DFR060408 -gn CONTRACTOR: BN Builders INSPECTOR: G. Nail! JURISDICTION: City of Tukwila WEATHER: Cloudy Technician George Nail! TEMP: 51 F Arrived on site as requested by the contractor to perform reinforcing steel inspection, in conformance to project plans and specs. 2) Performed visual inspection of 16 piling reinforcing steel cages which revealed resteel to be complete per plans and revised shop drawing dated 5- 15 -08. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requirements. Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I( & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: - 5 - OK PROJECT #:c'b 638 PROJECT: ildebly 1.40e - s4iet f C40.4-)A.1 LOCATION: Soy cf/'apicki 3 /veJ KRAZAN PROJECT MANAGER: K.15. 6.7, 1�1 � �r� r��-�� -� � p�Sa n C vim► S' , .0 ► rl'. 1 r.).‘ _ AP t _e C e 444-- 6c3z-0 / 6 c,(36 2- IM o Z . 3/( G C 2 51.'`0( 1704-,r7 ja 4'-# -, :_ 'k- t' 7 l', t 6 -ev) (_ S €- G � , J G �. Y c?-°-e C Po C� C 1 r,✓e G e F�G ��' oe �� Y) 1', ^ 1 - e _ S (/ �i 1 3 Ltl9 *\ Q( cd-1cc_ � c J( A4t115 7/ L (1) S 6 /-- o = � �/) 2x 4'5 c,./. -e 6" Qce,SS I'L/ e- 5+6 4 ).0' g > 4 7 / a 5 . Ce ce c +e) e ..,4-,y-L.e 5c) cvi ceze,cci.gri,z1 ►-� 4 S der. 5 . x.1 rya ,re( / 2 9c To the best of my knowledge, the abov Superintendent /Representative: CONTRACTOR: /, £ 6, 9 L L,% JURISDICTION:_, ► n -�l4 -'1'(GL PERMIT #: ,I✓OS ~16 INSPECTOR: t e t tip, WEATHER: ©0r;rc4s 0fr,nari TEMP: Cg,, Technician: • Serving the Western United States FIELD REPORT NO: 8 212 2 I V e Equipment/Asset Number(s): WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirem P. 1501 Field Reportdoc Revision I Effective Date: 5/25/05 The Information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. 24 hours in advance notice is required to schedule, cancel, or reschedule inspections. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available to the inspector until final inspection approval is granted. Req'd Insp Co'de- Inspection`Type Status Irsp Initials p Date MISCELLANEOUS INSPECTIONS .01:01, : ,'0103 0104;. . Pre- construction/Pre- demolition Pre - reroof Remove Stop Work Order FO DATION INSPECTIONS :020,1;; r; x930. oa ; : '0 203 Y Footing Foundation Wall Concrete slab perimeter insulation Footing drains Tiedown (mobile home) FRAMING INSPECTIONS City of Tukwila INSPECTION RECORD Building and Planning Inspection Request Line — 206 -431 -2451 Fire Department Inspection Request Line — 206 -575 -4407 Public Works Inspection Request Line — 206 -433 -0179 PERMIT NO.: = Comments ltD 1 LATH OR GYPSUM BOARD INSPECTIONS ENERGY EFFICIENCY INSPECTI installation o adequate weather protection for products sensitive to adverse weather. 0501 `` Interior wallboard fastening (shear walls or fire rated assemblies only) AL INSPECTIONS AL INSPECTIONS PLUMBING INSPECTIONS H:\Permits Plus \ICC Changes\Inspection Card (6- 2007).doc bh . 07.01 :� '° Rough -in mechanical r 07 •:... Smoke detector shut -off (test) • °-0609:.. Duct insulation : 0600. ,' Smoke control acceptance (test) • .0705.•:, _ Refrigeration equipment (test) . • • Chimney and vent 0707'.' •. Wood stove 0701 . Gas fireplace inserts 24 hours in advance notice is required to schedule, cancel, or reschedule inspections. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available to the inspector until final inspection approval is granted. Req'd Insp Co'de- Inspection`Type Status Irsp Initials p Date MISCELLANEOUS INSPECTIONS .01:01, : ,'0103 0104;. . Pre- construction/Pre- demolition Pre - reroof Remove Stop Work Order FO DATION INSPECTIONS :020,1;; r; x930. oa ; : '0 203 Y Footing Foundation Wall Concrete slab perimeter insulation Footing drains Tiedown (mobile home) FRAMING INSPECTIONS City of Tukwila INSPECTION RECORD Building and Planning Inspection Request Line — 206 -431 -2451 Fire Department Inspection Request Line — 206 -575 -4407 Public Works Inspection Request Line — 206 -433 -0179 PERMIT NO.: = Comments ltD 1 LATH OR GYPSUM BOARD INSPECTIONS ENERGY EFFICIENCY INSPECTI installation o adequate weather protection for products sensitive to adverse weather. 0501 `` Interior wallboard fastening (shear walls or fire rated assemblies only) AL INSPECTIONS AL INSPECTIONS PLUMBING INSPECTIONS H:\Permits Plus \ICC Changes\Inspection Card (6- 2007).doc bh • :060' ., : '.: Wall insulation • Floor insulation • .:1:1601: ;_,, Roof /ceilin • insulation : 0600. ,' Exterior roof insulation 0.608: ' : Pi •e insulation 061:1' Emer•enc Li•htin• 24 hours in advance notice is required to schedule, cancel, or reschedule inspections. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available to the inspector until final inspection approval is granted. Req'd Insp Co'de- Inspection`Type Status Irsp Initials p Date MISCELLANEOUS INSPECTIONS .01:01, : ,'0103 0104;. . Pre- construction/Pre- demolition Pre - reroof Remove Stop Work Order FO DATION INSPECTIONS :020,1;; r; x930. oa ; : '0 203 Y Footing Foundation Wall Concrete slab perimeter insulation Footing drains Tiedown (mobile home) FRAMING INSPECTIONS City of Tukwila INSPECTION RECORD Building and Planning Inspection Request Line — 206 -431 -2451 Fire Department Inspection Request Line — 206 -575 -4407 Public Works Inspection Request Line — 206 -433 -0179 PERMIT NO.: = Comments ltD 1 LATH OR GYPSUM BOARD INSPECTIONS ENERGY EFFICIENCY INSPECTI installation o adequate weather protection for products sensitive to adverse weather. 0501 `` Interior wallboard fastening (shear walls or fire rated assemblies only) AL INSPECTIONS AL INSPECTIONS PLUMBING INSPECTIONS H:\Permits Plus \ICC Changes\Inspection Card (6- 2007).doc bh 8.00t ,: - 8004`:: Pre -glue . Ground work 8005 Rough -in plumbing 24 hours in advance notice is required to schedule, cancel, or reschedule inspections. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available to the inspector until final inspection approval is granted. Req'd Insp Co'de- Inspection`Type Status Irsp Initials p Date MISCELLANEOUS INSPECTIONS .01:01, : ,'0103 0104;. . Pre- construction/Pre- demolition Pre - reroof Remove Stop Work Order FO DATION INSPECTIONS :020,1;; r; x930. oa ; : '0 203 Y Footing Foundation Wall Concrete slab perimeter insulation Footing drains Tiedown (mobile home) FRAMING INSPECTIONS City of Tukwila INSPECTION RECORD Building and Planning Inspection Request Line — 206 -431 -2451 Fire Department Inspection Request Line — 206 -575 -4407 Public Works Inspection Request Line — 206 -433 -0179 PERMIT NO.: = Comments ltD 1 LATH OR GYPSUM BOARD INSPECTIONS ENERGY EFFICIENCY INSPECTI installation o adequate weather protection for products sensitive to adverse weather. 0501 `` Interior wallboard fastening (shear walls or fire rated assemblies only) AL INSPECTIONS AL INSPECTIONS PLUMBING INSPECTIONS H:\Permits Plus \ICC Changes\Inspection Card (6- 2007).doc bh 4 :40, :- : Roof sheathing ;:0412, . ;;: Underfloor framing •019 `: Wall sheathing /shear •,4tft'Q. 6 :: "::` Suspended ceiling 040.7 `% Marriage line (mobile homes) .;10408• ; ' Masonry chimney — reinf /anchorage 040 Framing'"' 0606` : Glazing 24 hours in advance notice is required to schedule, cancel, or reschedule inspections. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available to the inspector until final inspection approval is granted. Req'd Insp Co'de- Inspection`Type Status Irsp Initials p Date MISCELLANEOUS INSPECTIONS .01:01, : ,'0103 0104;. . Pre- construction/Pre- demolition Pre - reroof Remove Stop Work Order FO DATION INSPECTIONS :020,1;; r; x930. oa ; : '0 203 Y Footing Foundation Wall Concrete slab perimeter insulation Footing drains Tiedown (mobile home) FRAMING INSPECTIONS City of Tukwila INSPECTION RECORD Building and Planning Inspection Request Line — 206 -431 -2451 Fire Department Inspection Request Line — 206 -575 -4407 Public Works Inspection Request Line — 206 -433 -0179 PERMIT NO.: = Comments ltD 1 LATH OR GYPSUM BOARD INSPECTIONS ENERGY EFFICIENCY INSPECTI installation o adequate weather protection for products sensitive to adverse weather. 0501 `` Interior wallboard fastening (shear walls or fire rated assemblies only) AL INSPECTIONS AL INSPECTIONS PLUMBING INSPECTIONS H:\Permits Plus \ICC Changes\Inspection Card (6- 2007).doc bh 7001' Underground /slab 700.2.... " Service 7003 Rough -in /cover 24 hours in advance notice is required to schedule, cancel, or reschedule inspections. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available to the inspector until final inspection approval is granted. Req'd Insp Co'de- Inspection`Type Status Irsp Initials p Date MISCELLANEOUS INSPECTIONS .01:01, : ,'0103 0104;. . Pre- construction/Pre- demolition Pre - reroof Remove Stop Work Order FO DATION INSPECTIONS :020,1;; r; x930. oa ; : '0 203 Y Footing Foundation Wall Concrete slab perimeter insulation Footing drains Tiedown (mobile home) FRAMING INSPECTIONS City of Tukwila INSPECTION RECORD Building and Planning Inspection Request Line — 206 -431 -2451 Fire Department Inspection Request Line — 206 -575 -4407 Public Works Inspection Request Line — 206 -433 -0179 PERMIT NO.: = Comments ltD 1 LATH OR GYPSUM BOARD INSPECTIONS ENERGY EFFICIENCY INSPECTI installation o adequate weather protection for products sensitive to adverse weather. 0501 `` Interior wallboard fastening (shear walls or fire rated assemblies only) AL INSPECTIONS AL INSPECTIONS PLUMBING INSPECTIONS H:\Permits Plus \ICC Changes\Inspection Card (6- 2007).doc bh = "°' azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: b' '(1� PROJECT #: 0 PROJECT: LOCATION: 3d-i . Gt. Vl -r' fQ l t'r / KRAZAN PROJECT MANAGER: W.0 • G-' FIELD REPORT NO: 82425 CONTRACTOR: ,/t/ JURISDICTION: Gr r , �,✓, f� (PERMIT #: O g--- 1 INSPECTOR: Ind e vrrYiG WEATHER:e2t/e'C5' -/— c�l�►�'6a,1T•�MP: t57 Yvi�Z_ w,rr)`h G.,-,,e1c)- � G<1- -O ( 4-7.7 j 5 C e L: i ^ r° Q)t v � S 4 5 (-) c 5. - Cc-t.c- O‘ far e S ifariaTANNIMMIEUMM Superintendent /Representative: /501 Field Reportdoc Technician: e a_ -e ,r o se.,,r -,0 e3 w e f j e c(' f - P 6 co Q? (' e vv 64 r c - _ 1 5 v)ce . 2..: 5 -; S 2 c Equipment/Asset Number(s): To the best of my knowledge, the above'GOlBS7 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremi4. Serving the Western United States Revision l Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Mina- IWO "°' aZ an & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: C -6 PROJECT #: OCsk)' 09)143 PROJECT: F LOCATION: ?C 5 NVc_Z WN KRAZAN PROJECT MANAGER: KFCT FIELD REPORT NO: 8 2 5 9 3 CONTRACTOR: Rt\l� BULL MFRS JURISDICTION: T' Y -U\ EL�� �NVES`T MENT camp, PERMIT #: DO INSPECTOR: M 'LY.E N P--Pk in WEATHER: 2J TEMP: a° aN 5T1 Fob REs L. F P PLE — 1 CAG OF Fn C -go:si Q2.zv N P L RUI i PN4 ''ov PL,N S. DE M S\ Z F j v1Jfl O N S t .n \ / \ N -SU : RR - S \) i.21 S ".N Pr C - = LM \ T " � ' l l T� a M o� c f -VL.L- k X� C -1 e - cEN SS N 9"_\__E, ✓IMP WcD 9 -0" n F C IANZ CP°SS2-1 L ES a /4 0,C, N S W3. OF Cd*, 5�- -0 1-1Nn - SP 2 A2_11_. - �S 6 1" C. SQ ZNL S • t k .v (E,vS M ) C.;-21 coz P P �G UPS Co LN 1, N Deco \NEB \)P CO Q� - c\.kc Rcvss \cio PuNNS P. SPA-P ',N"C N,S L ( h N 1\"V Equipment/Asset Number(s): To the best of my knowledge, the abov�WAS NOT performed in accordance with the approved plans, specifications, and regulatory requireme Superintendent /Representative: Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. /501 Field Report.doc Technician: Serving the Western United States (ynik, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 23 June 2008 PROJECT #: 066-08140 PROJECT: Fidelity Investment Center LOCATION: 304 Strander Blvd. Superintendent/Representative: I(I " 2tZ aI i_ &ASSOCIATE S, I N C. KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: 8140DFR062308 -rh -1 CONTRACTOR: BN Builders PERMIT NO: D08 -161 INSPECTOR: Randy Hansen JURISDICTION: City of Tukwila WEATHER: Mostly Cloudy TEMP: 52 F Reinforcing Steel Inspection On site as requested by the general contractor for reinforcing steel inspection of pile caps and grade beams. The resteel was not ready at this time. Reviewed the approved set of construction drawings. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requirermgla. • Technician: Offices Serving the Western Unite • States Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I'Zi' & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7/ ®8 PROJECT #: (1044_ C08 /5/0 PROJECT: 1/ eitr 'es U/E^✓!C'4 LOCATION: 3'5/ crrezvivocQ o/i KRAZAN PROJECT MANAGER: Air Equipment/Asset Number(s): Superintendent /Representative: CONTRACTOR: ,eiv arewea ze.r JURISDICTION: C,r)' ytiiarti/ /4 wit PERMIT #: p&8 -/,,' INSPECTOR: jg1a/sf OVAP .4' WEATHER: Clem Serving the Western United States FIELD REPORT NO: 8 2 2 4 3 TEMP: G 7 • /Nf,ECTate ®N ce/rE dzwsz4/68 ' ,ey 7 r doe'reP z f,'.'4/ //vct.dorc r1/49A ev ye PeZenevedvAre ve Br 'Z/ g c,v ,2)/es .6,A :o•v /.J 4'24DE 2F 4Iut . l'Ava4 4/0 .4q0. „er.44vr $ '/- ®/ o� /soz,e2/, /c , / .f ®3. ® / A -76 .•7F./ /vio /z< ..v a 10:64 soE.e fir O / L'dtlllteve1c• ',pee f /Zi,, € 4AOE /' 4e,,.vv -7 c rigolewva ,A F 14' ed.'s K//.E,7 ' 7 I v' 'r' 6 y 32;07,v �P /A� DoAJ£/,! A Ait/L'NO.e Agee r A.es Lehi- e7E•vrtie aft•,. , •vd !/ €!1) AN ,D eif's,�. wei .4 4,YkAelse 41l74 ttlr /o6'ivr7o v,r -- se-e• , 3 3. / ('J.e#1w a r e 710 �• 1 /� / Tit) / ,& /.1/1n4//1 //vTr,e /m•r P C/+ - / r riq/ (e'_ yl,,cre"e eerrerof// .q vcNmsz,,goerr AC7 q,a.4j/ - W S:44Wa .8£ /r'6E/ CIPRAo,,rE arew.¢•QweerArrieve.o pt-ti ry e c �I.aCE.i..f v7-• CA, d/ e 7x40 /0e.4JaP '#v7- "vw s m.ewr 716 A0.4e.e&e tO ,se,•vl (fjOO60QY .4 f .1.40 TED 49We .t> l - X',ee C/. .b T 2 /se i/e e,z ''V7 / e e.4.04 .>do citi3' ,4,1040: A■ece oz, plczcuy.d el" d 7 - 8mr!o/lr "TEe /,mac- /4'.vewcc /l.ver,e90,49 ~.n) To the best of my knowledge, the abov - / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirerr4ty 1501 Field Report.doc Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan Sr Associates. = � I�1�� & Associates, Inc. GEOTECI- INICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: " — CO PROJECT #: .� v z PROJECT: LOCATION: KRAZAN PROJECT MANAGER: kty3 Superintendent /Representative: 1501 Field Reporr. /oc CONTRACTOR: 13 t V�(��.�(`'� JURISDICTION: J\i-AA) r \\ PERMIT #: INSPECTOR: V� \ O WEATHER: TEMP: ( Tec FIELD REPORT NO: 6 4 3 4 3 Equipment/Asset Number(s): To the best of my knowledge, the above erformed in accordance with the approved plans, specifications, and regulatory requirements. k\\ Serving the Western Unite States Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wntten permission of the client and Krazat ak Associates. DATE: To the best of my knowledge, the abov Superintendent /Representative: �r azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 7 PROJECT #: 06 C - CNgi44 PROJECT: LOCATION: 36)4t <J7 AJ 2 .oa .5'G c'',n • KRAZAN PROJECT MANAGER: L.7 1 1 4 5 2 QSL � / %A-4 /Jo &v�G-LS Technician: Serving the West United States FIELD REPORT NO: 6 44 2 8 CONTRACTOR: is Ai �J/4.7e7LS JURISDICTION: 7';•),t.)ii-A /T" e&- YL PERMIT #: Dog f / INSPECTOR: /1C �2�r -I . WEATHER: Sc :f �L TEMP: 9 ell) 5/ "45 i2f= c1e- --12 =,e y a 6.1 .4-G l u 7� 57) ea _____c1.0 r &Z. e EAin 6 / Le c.#+, s / ,42AL°e ` Iii �D 4.) /'- "' -O O ') S / -7A / 50 Z 7 / tea ® / ) /.vl� try +%o4. -2 .4 L,,. -s s, f�C` , G r z� 4 "; z /I E/ 7 3, f j L/rn 3 R,5 Ta ,, Z , r2 6.4446. # 4-') 5/Z E' /let 9 a 1 T y S At t.) C, / � 57 - s / i-ko S' 2 S G - r2A- )c�� � r7 A- QCs � >� /A o t- 14) AA /s C 1 Gz Co LS /34-s -- e - 5 /ti SP--,12-6 / i,U ocAa E3 , SLR ,DO !.J e / c' L'/O'-5 reit L43 /4) , LA ce %Aeezr - ..D ,f _ 44) 4" 2 e to ,e6----,2,4 2 /.0 /91.4e.,46 / /J E - 54r--3 ( - EV - 6 8 tl i/ L "JE= / 1 / / ; A© j ‘ "v 4 , / 8 re:, 3 i ' L/, .J 3 . ,vow /,✓ r � 2 7' �' r- 1•i/ .4 7 S" 13 /& /.) Ae L 6 5 v7s-/'`v ( a 5Z- 2/ 23 ( e, r � l C — ` i t ) 0 e , 1 4 4 - 4 / / tr cepr o GLD ex) I,�G r ,vo rri c L 5 s� /2 m 144o4v'CC /; / / ex" 're - 4L4 ez_s .01 s , ® /a . 1 13.2 3 To p / /, 6 r .Z / Equipment/Asset Number(s): WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirem 1501 Field Report.doc Revision 1 Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. tabl 44/711 VIDA MI ~11 °'° ��aZag &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 -16 -08 PROJECT #: 066 -08140 PROJECT: FIDELITY BANK LOCATION: 304 STRANDER BLVD. TUKWILA, WA FIELD REPORT NO.: 8140DFR- 71608 -JP -1 CONTRACTOR: B.N. BUILDERS INC. PERMIT NO: WAITING FOR BUILDING PERMIT INSPECTOR: JONATHAN PINK JURISDICTION: CITY OF TUKWILA KRAZAN PROJECT MANAGER: KEG WEATHER: CLEAR AND SUNNY TEMP: 55F TO 80F SPECIAL INSPECTION FOR REINFORCED CONCRETE FOOTINGS On site as requested by the contractor for special inspection of reinforced concrete footings. Contractor cancelled concrete pour due to not documented approval for the changes done in the field. To the best of my knowledge, the above WAS / WAS ❑ performed in accordance with the non - approved plans, speci Superintendent/Representative: Technician JONAHTAN PINK Offices Serving the Western United Sta Equipment/Asset Number(s): ions. and regulatory requiremi . Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. C T E N G I N E E R I N G Date: June 18, 2008 Project Name: Bartell Tukwila Subject: Furring at columns Drawings affected: Description / Action: Issued by: Chuck Morris Structural Engineers INC BULLETIN Number: 02 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285- 4512(V) (206) 285-0618(F) Project: 07196 Attached: none A question arose in the field about the gauge and spacing of the furring framing at the columns. The framing should be as noted on Sections 1 and 2 on sheet A2.1 except the spacing of the furring studs can be 16 inches on center. The minimum gauge of the framing shall be 20 GA. (33MIL) Distribution: Brlanne Culley- Magellan Architects, Bob Edwards- Bartell, Lynell Christenson- JR Abbott. - _ . - IMMYINEMNAMI GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 13, 2oo8RECEIVED JUN 3 0 20061 COMMUNITY DEVELOPMENT Ms. Lynelle Christenson J.R. Abbott Construction P.O. Box 84048 Seattle, WA 98124 RE: Special Inspection Bartell Drug Store Tukwila, WA Dear Ms. Christenson, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 2 through June 5, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Randall Hansen Project Manager Puyallup Division CC: City of Tukwila aza1 & ASSOCIATES, INC. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 DFR IKiaZaITI &ASSOCIATES , I NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6-2 -08 PROJECT #: PROJEC . ( Bartell's Drugs LO TION• V 42 I a Intl. Blvd. KRAZAN PROJECT MANAGER: WEATHER: Cloudy S •' UCTURAL STEEL SHOP WELDING ® V.T. ❑ MATERIAL ID ❑ U.T. ❑ M.T. ❑ P.T. Item(s) inspected: Install of 2 new 14x6 T.S. beams to existing W -F columns Location: Store front canopy IS Welder qualification/certification verified for. Krazan Office for final acceptance. WELDING INSPECTION REPORT NO.: 81 SS060208 -gn CONTRACTOR: JR Abbott PERMIT NO: 008183 INSPECTOR: George Naill JURISDICTION: City of Tukwila TEMP: 65 F Not on site at time of inspection contractor to obtain copy of welder WABO cert and forward to Position: FLAT VE TI CAL HORIZONTAL OVERHEAD ® Filler Metal: E7018 ® ❑ ❑ ❑ ❑ SMAW FCAW GMAW SAW Other. ® ❑ ❑ ❑ ❑ FILLET C.P. P.P. PLUG Other: O ❑ ❑ ❑ ❑ 3/16° 1/4" 5/16° 3/8° Other. Codes: 0 ❑ 0 ❑ ❑ AWS AISC IBC ASME Other ® NOTES ❑ DISCREPANCIES ❑ % COMPLETE Welding complete per plans and specs and visually acceptable per AWS D1.1 -06 final acceptance pendir verification of welder WABO certification. Process: Weld Type: Weld Size ASTM Test #: To the best of my knowledge, the abov Superintendent/Representative: Offices Serving the Western United States Equipment/Asset Number(s): / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: George Naill Revision 2 05104 Welding Inspection Report.doc Effective Date: 1/7/08 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. man & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: o '6 PROJECT #:Q‘(i - O ?P PROJECT: 6 S �L c`�� �'j G✓ I I LOCATION: lY 2_2 - 7 "1 v'' 'I fc, or KRAZAN PROJECT MANAGER: SL L V1(9 cc ef,r)xj Superintendent /Representative: CONTRACTOR: c. / JURISDICTION:1 . fl1,// C -■._ A P I ER IT #: INS CTOR: /'-t ,'r• I� e:2-2 WEATHER: 0 V'e.�C�.s d • Yi TEMP:' -j S Technician: ,4 11. fl , e r -e v 4--1, Ce o f ek ,✓ p)./v.)5 S©e s :mac /4 I - 1 ev134-k) &4"-td--7.0cle, e AS r d ca_G4 j� e 1^�( a rec '2_3 74 /n_ 11 C ex e 5 to It/ �- of e S a -e v' b P r y c.c I v70 S: " e.s c v� 3 ey r2 � 1- e Sep-- Z Z P ,e)X eat)-- .� 6't J 1 i ` -Le.5 6 - 1, - e_e v) -ex-19,--cps Li /1 0 /Z-01 /1 �/ !' °j',P covi.o c ef:, l ''v G' c c es, ►irC P i,. IA.1 - k ?cc - PCB v(E2,e. VG v) .s 4 S F' 7( 5 . Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Serving the Western United States FIELD REPORT NO: 8 2 4 2 3 e,M Revision I 1501 Field Repon.dac Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. CT ENGINEEIRING Structural Engineers INC Ft' p y CALCULATIONS for Canopy Remodel for Bartell Drugs 14227 International Blvd Tukwila, WA Loads: Snow = 25 PSF Wind = 85 MPH (3 Sec. gust) Exp. B Seismic: SDS = 1.001 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285- 4512(V) (206) 285 -0618(F) REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 200 City Of Tukwila B ILDING DIVISION Scope: Add vertical fascia wall at the front of a section of the existing canopy. No modification to the main building will be done. RECEIVED CITY OF TUKWILA APR 10 2008 PERMIT CENTER vos-- C T 4 E N G 1 N- E E R 1 N G 1 N C. Project: a t b Structural Engineers Date: .1.-/ l' d O Client: Page Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285 -0618 1 11\3 ci ,� V�2 j1c�L. FLY5Cm.. Tv t'�GIS" Ins c-t Cza'-° , CAr4 o P`( 1•‘1 - RE.N1 PLLAC • NZ Fosup \o..t+ LL * t LL E \ t1 ircb�.. 091002.-0: VI tTO fe`u•1 jaELA+ \4^r(LA- El 9>rJDt: m 't:- � t��f��C. co[. ANs71-L � VVt \o tC.� •S Qca p_.-- =� fcts`r't tv l 1c !! z� l lc Fe: C 501.00 {= Us-re/ kz L. LA ► • L 4 l T t t ` 2 L TH 6- � P\9 C) P'/ (.4 1 L. L C r, NT E L I �1..- 0�= �. /a )t c r ` GNIv w o L ' ) \l I U 7 St- o P -4 Ro F 1 e M C s:/,& w cic CA O P l 5 /M ;ov/ I v / 4 " 1 - ( ) >S c S c›' l-ono -ct sn s k-+r:nfs t' '(Rrat�►�,v�� �: ; T 2,A=7 se t 2+o Ct.:n TT TN- �+xtS - t tr�c� G41\1.oloy Twr: Tod' Ott LL Zia `r 'j'k��� TV ?ua`r 7 trot c Val song y t„,) rais • ` 0oiu o" A.Nk 8cc-7S \‘..t. LL. t3C 'F'eo t-tb TRd AL Ga N./Net-701\J ftD ST 57 . r6C 2_60 C. t . 2,5 PS t' ( Love/ LAM►'j Pv 4 67 ouNi l \�f►N0 5S hPµ •x - s7) , t P t e; StSrvttc : I, 5O1 Cass at(' Coot S t = s►s Ct.c r3 `'� \ �, QJ►�J use i o G. , S = 1 iSo 7 Ste - (,00 SDt ,S15 Lon os 1 J Ln Ita..11/41 S 23�� 14 s5 A li" Fit 4c{ p 3 1 -° ( -33 Jo►sT e I (ca`‘%, i "(? (0 2 si?::.Y2.4z% LDL-' w at) to 12 A1w No 1/4 ou.lc, . f [( ;- E 7k 4 L-, 7o 13. E 2g Co F- -s wj (o ct1woxf -0 r- C T E N G 1 N E E R I N G (� r 1 N C 1'� . Project: AIZ..ciLL,.. AC�� (206) 285 -4512 FAX: Client: Page Number: 3 (206) 285 -0618 U 23` I ( 2 I Structural Engineers • - 4— = 5.1.5 ‘/..‘re-4. - - -- � = 5 (z1) ('5 34-96 tat 881 Ct,b . 3 2°a c) S = 3 cci..5 � �036r'S1 L n w ti C.v 3 /4 2 %Z , 65 Lot euagt P Qcst) rOYI-PA 1-60.D t) C o '/9 ?( Z c)' /-z ( 1 0 6 ( ( 5 ` a 1122 - 3dS _._ CcvLV9 cz c � . S i ) l• 33 63 INevz- (x(21-* (b, -> Date: 11510 lc (4a) + z(is 4 s1-2c J4 -A1.t.) t � 180 Nickerson St. Suite 302 Seattle, WA 98109 (5Cd. P a-1ml our. (f,,. s s 9S) 2C, Q - _ I_ 3 71'1 M1M, = 4L AQ(.. 57�-4L 4,75 .t02S) (. 5,lzS) G„75 "34.5 Center Span Data - °• ••++env¢+se ... , .. -alammincrewesort �s rsnr.+Renvaaaewcetac. a Span aaaRmc�a:r° ft 23.00 sa+�eaaen .a , 6374.7 ....... .. -, Dead Load #/ft 50.00 Live Load #/ft Cantilever Span w ' e .. Span L` ft 16.00 n. , .. (.iJ- .mrx..'Y... . nNAYArt ns' . �•»a. Uniform Load #/ft 300.00 Uniform Live Load #/ft 200.00 Results Ratio = 0.3677 �. :.r . � ...... Mmax @ Center . .... in -k .. _ ..,. 0.00 . . , .. , .... _w.., ..... ..... , . , @ X = ft 0.00 Mmax @ Cantilever in -k - 768.00 fb : Actual psi 840.5 Fb : Allowable psi 2,285.9 Bending OK fv : Actual psi 53.6 Fv : Allowable psi 276.0 Shear OK Reactions Rev: 580006 User. KW -0601345, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Timber Beam & Joist Page 1 bartel I -tukwi la. ecw: Calculations Description I Timber Member Information Timber Section Beam Width in Beam Depth in Le: Unbraced Length ft Timber Grade Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status @ Left End DL LL Max. DL +LL @ Right End DL LL Max. DL +LL lbs lbs lbs lbs Ibs lbs Center DL Defl in UDefl Ratio Center LL Defl in UDefl Ratio Center Total Defl in Location ft UDefl Ratio Cantilever DL Defl in Cantilever LL Defl in Total Cant. Deft in UDefl Ratio canopy beam with cantilever beam with cant. 6.75x28.5 6.750 28.500 17.00 ouglas Fir, 24F - V8 2,400.0 240.0 1,700.0 1.150 GluLam No - 1,094.56 - 1,113.04 - 2,207.61 7,044.56 4,313.04 11357.60 Deflections Ratio OK 0.088 3,137.2 0.068 4,069.9 0.156 13.432 1,771.9 -0.527 -0.375 -0.902 425.9 Title : Dsgnr: Description : Scope : Job # Date: 8:47AM, 20 MAR 08 1 (c( d ;ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables.are user defined C T E N G I : N E E R I - N G 1 N C. Project: . L� — TL . wt Structural Engineers 180 Nickerson St. Suite 302 Seattle, WA Date: zqctpd a 98109 (206) 285 -4512 FAX: 2\ Client: Page Number: (206) 285 -0618 3 � f PANA 1 t t . 01Cr Mt C2 ( 5 a.- 2Z uk INl I N w tom.- -) >z C6 •k U tc.4 i°5 t= - Z O - Z,5 •7 = 32 6 ri.p ) \ 5:1u\ • tt u s c Mir 5 C T E N G I N E E R I N G • . Project: Client: Page Number: 5 ,S 235 1Ksf nL Lot/-z , « — 1,2 +. 6 1 ,p -t,E)S • Structural Engineers 2Z. r r 1 N C. L.s 1\1 1..04 ..11P 5 :LI] ,s 12 z. = S 1 1 L.; 2OO 12: 1 . 5 C t - } �C .�� - 1�► tr. lob � t� o o. t -3: l .4 ot., 7 aR 4•40 d r8 �C Date: V9/ al 1Ca =�aS , (� t ,a, o G P m_Px1 - 1yPcwc -. II (1. ® ,,� , s • 5`:t0 t 3 < L,;w% is IS\ 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285-0618 222 & ' � sr 1,5zPS i p 1 - 421kt ML t 1U ki Inc >A.r� C T E N G 1 N E E R 1 N G Project: -1X2-1a--. L 1 Client: Structural Engineers 1 N C. Date: Page Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 z� � l>-V=re,V aYLtS, -zS uSi MlN` L \)E. 257 LLaw') 2.19 PLf' 2Z. PSff 4 L%o c 3/4 t�6 L`�LLow = 0 `j 1` m an e Z L , Irk ll_lt_ M = 375 _ ,5 ( >t 20 4b e )\L R 5.0 (2Z.6) (Ve> t 45.S t g •5 2 e. 3? 1. 5 (2Z.. t 15.2. 15.5) - ?..Act c \`1,(, o f 1,3 o / •?‘ 5"11.. AQ 204it 1,5 4). 1 ° ` S LLO t_); • SFt•c7a SL. - 3 C ► �� J 531 GAL- 44. ACTIVITY NUMBER: D08 -183 PROJECT NAME: BARTELL DRUGS SITE ADDRESS: X Original Plan Submittal Response to Correction Letter # DATE: 04 -10 -08 14227 TUKWILA INTERNATIONAL BL Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui din: l'vision Public Works l 4 -1 fi-os�> Complete nV Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: d Structural Review Required Approved with Conditions 1� 11 Sao � i 4-1 P al nning Division DUE DATE: 04-15-08 No further Review Required DATE: Permit Coordinator Not Applicable Not Approved (attach comments) DATE: n DUE DATE: 05-13-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License JRABBCIO22JZ Licensee Name J R ABBOTT CONSTRUCTION MC Licensee Type CONSTRUCTION CONTRACTOR UBI 600479123 Ind. Ins. Account Id 45801100 Business Type CORPORATION Address 1 PO BOX 84048 Address 2 City SEATTLE County KING State WA Zip 98124 Phone 2064678500 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/9/1998 Expiration Date 3/1/2010 Suspend Date Separation Date Parent Company Previous License JRABBCC172JD Next License Associated License Business Owner Information Name Role Effective Date Expiration Date FRASER, RICHARD H 01/01/1980 FRASER, GWEN F 01/01/1980 ABBOTT, JOHN R PRESIDENT 04 /09/1998 ABBOTT, DAWN E SECRETARY 04 /09/1998 MCGOWAN, JOHN P VICE PRESIDENT 02/27/2002 Look Up a Contractor, Electron or Plumber License Detail Washington State Department of Labor and Industries GeneraUSpecialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired • Bond Received Page 1 of 3 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= JRABBCIO22JZ 05/07/2008 SCALE: AS NOTED PLOT DATE: 4/8/08 - .. ri-r -.... - 07- 087A01 - 07 -087 CHECKED: PAMC DRAWN: BARTELL TENANT LOCATION STATUS: PERMIT / ft •. v :•- _ _ - . • .-r.k " .h - : • s:rdt ' :r ''- ' .. RI OR AL ERA ION / a . f r , Porn 1451.1 _t % ` 5 �3: t o 1-01L � Yr d 21,“0.70.- _ -.. ARTELL TUKWILA a zR �g� _ - .� L r - .'i 4. $J1iiii Si is 4 l c.. a ¢ .... , FACADE tura 400- / /!/ /l /i■� i� : : - - ?f - iLfr' R1 Y. "i d N Fe P } x s rl F i i y r its i - 6 let h 15,1 r? " 3t: 1 a "al- tr S 7 :au, r. . ± � .Set �.- �® . UPGRADE a * K' - f Y .i.rci re ..,.."{„A-_,L, d ii.- ._-. i:*. ' 14227 TUKWILA INTERNATIONAL BLVD. .•.- • r. J..",,,,-....,.. ::•4..•:,,,r.- 1 4 P - �•tR^l= ,r}t7f :1. ,. 'Jc= �.ar a 'h.',Gzi LOCATION TU KW 1 LA WA 98168 4 4 , �IIIIP-Ii;iil VICINITY I C I N I TIP MAP i li .. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal _ and may include additional plan review fees 0 S Ilmaess" I S 3 F/ / NTS .._____ _... �r 8 4 ��r Q :•. , BUILDING DEFERRED GEN.ERAL NOT jiff r r; III t ilj . E F � 7 I \ C E S b 4 — --- ........_-� _... ' �� �� 0 014 9 1- COIDe ® P /� CO T M f`1 P Q P � (� y ��� 282405 140 LOT 3 KC SHORT PLAT NO 781042 REC NO 8202160617 SD PLAT DAF — POR OF SE 1 /4 OF NE 1 /4 & OF NE 1 /4 OF SE 1 /4 BEG 111 FT TH S O AT E 1/4 CO 0 D — — 09 —O4 E 772.93 FT TAP ON NLY LN KC RD SEC TH N 00 -09 -04 W 660 FT TH S 89-50-56 69TH ELY ALG SD NLY LN 111 FT TO E LN SD SEC TH ALG SD E LN N 00 -09 -04 W 197.99 FT TO POB LESS CO RD REC NO 7909190731 BUILDING CODE: (IBC) 2006 EDITION INTERNATIONAL BUILDING CODE PARCEL NUMBER: 2824059140 JURISDICTION: CITY OF TUKWILA OCCUPANCY GROUP CLASSIFICATION: M CONSTRUCTION TYPE: V —B MECHANICAL /PLUMBING: 1. THE MECHANICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN — BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS. 2. THE GENERAL CONTRACTOR'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY MECHANICAL PERMITS. 3 FOR APPLYING C FOR SECUR NG ALL NECESSARY SARY PLUMBING MBING PERMITS. ELECTRICAL 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN— BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS. 2. THE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY ELECTRICAL PERMITS. FIRE PROTECTION AND ALARM SYSTEMS: 1. THE FIRE PROTECTION WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN — BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS. 2. THE GENERAL CONTRACTOR'S FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY FIRE PROTECTION PERMITS. 3. THE FIRE ALARM SYSTEM FOR THIS PROJECT SHALL BE PERFORMED AS DESIGN—BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A DRAWING SHOWING PROPOSED FIRE ALARM SYSTEM LOCATIONS THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS . DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL A. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS. C. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S CONSTRUCTION DOCUMENTS. THE CONTRACTOR I5 RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. D. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. E. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE BEGINNING WORK. F. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. H. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. GC SHALL PROVIDE SHOP DWGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). I. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. J. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE GC SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION, CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. K. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECTS APPROVAL, AND AT NO ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. L. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIF1CATioNS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK —UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. M. INSTALLATION OF MECHANICAL PLUMBING, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE GC SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS VDI S FLODRS AND WHERE ILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. N. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE— TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVER CUTTING TO A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES: MATCH ADJACENT EXISTING WORK, , _ �.... ` �� � � 1 I r 1" = BO' -0" -` , 3 -- ® 9 g,3� -�- DESIGN E T TENANT: ARCHITECT: SCOPE: EXTERIOR ALTERNATIONS TO ENTRANCE CANOPY AND FACADE. ARCHITECTURAL: BARTELL DRUGS MAGELLAN ARCHITECTS 4727 DENVER AVENUE SOUTH 8383 158TH AVE NE, STE 280 SEATTLE, WASHINGTON 98134 REDMOND, WASHINGTON 98052 TEL: (206) 763 -2626 TEL: (425) 885 -4300 FAX: (206) 763-2026 FAX: (425) 885 -4303 CONTACT: LARRY WIND CONTACT: BRIANNE CULLEY brianne@magellanarchitects.cam STRUCTURAL ENGINEER: A0.1 COVER SHEET AND SITE PLAN FIM COPY A0.2 ICC /ANSI GEN CODE NOTES I ♦ A2.1 FLOOR PLAN & NOTES permit N®. - _ .:___ - _ '° "° A3.1 ELEVATION, SECTION, AND DETAILS ''EPARATE PERMIT REQUIRED FOR: p revi appt+ovai is SU :::: o qs cns• B (y 1 iI�ie A4.1 WALL SECTIONSp Of coanlCtiOn dt . �� A4.2 WALL SECTIONS & DETAILS [ Mechanical g� � " cod t �e vto iati ®n of Sr1y ���: � Elactt i ca l ► %:° STRUCTURAL: o �P rp>V Rei d CQ' lambing . CT ENGINEERING 180 NICKERSON ST. SUITE 302 SEATTLE, WASHINGTON 98109 TEL: (206) 285-4512 FAX: (206) 285 -0618 CONTACT: CHUCK MORRIS cmorrisfttengineering.com . — � _! ...:._ -.,___ Si COVER SHEET AND NOTES Gas Piping �7 - S2 ROOF FRAMING PLAN a S3 SECTIONS AND DETAILS City of Tukwila ( fi t ®; BUILDING DIVISION city 0 Tukwila BUILD`N DIVISION ABBREVIATIONS LEGEND OF SYMBOLS BBREVIATI A.C. AIR CONDITIONER EXH. EXHAUST MTL. METAL REQ'D. REQUIRED ACOUS. ACOUSTICAL EXIST. EXISTING MFG. MANUFACTURING R.O. ROUGH OPENING ADJ ADJUSTABLE, ADJACENT EXP. EXPANSION MFR. MANUFACTURER SCHED. ALUM ALUMINUM EXT. EXTERIOR M.H. MANHOLE S.C. SOLID CORE CASEWORK TYPE 0 GRID DESIGNATION (ALPHABET INTERIOR ELEVATION NUMBER ANOD. ANODIZED F.D. FLOOR DRAIN MIN. MINIMUM SHT. SHEET OR NUMBER) D A_g ` BF.-- WALL ORIENTATION APPROX. FDN. FOUNDATION MISC. MISCELLANEOUS APPROXIMATE SIM. SIMILAR FINISH CEILING TYPE ASR AUTOMATIC SPRINKLER RISER FF FACTORY FINISH M.O. MASONRY OPENING 5.1.0. SUPPLIED & INSTALLED BY OWNER ' BD. BOARD FHS FLAT HEAD SCREW M.R. MOISTURE RESISTANT S.O.I.C. SUPPLIED BY OWNER CEILING HEIGHT II IIV'' C SHEET WHERE INTERIOR ELEV. I I i BLDG. BUILDING FL. FLOOR MULL. MULLION INSTALLED BY CONTRACTOR , BLK. BLOCK F.I.O. FURNISHED & INSTALLED MTD. MOUNTED SPEC D. SPECIFIED Ci CONSTRUCTION STAGING NOTES BLK'G. BY OWNER , INDICATION OF DIRECTIONS IS SHOWN A BLOCKING MTG. MOUNTING SQ. SQUARE I /I0/04 REVISION NUMBER BM. BEAM F.R.P.P. FIBER REINFORCED PLASTIC N.I.C. NOT IN CONTRACT S.S. SERVICE SINK, SANITARY SEWER BOT. BOTTOM PANEL(S) NOM. NOMINAL SST STAINLESS STEEL INDICATION OF SLOPE D EMOLITION NOTE DESIGNATION <6 :12j DIRECTION DATE WHEN REVISION IS MADE BTW. BETWEEN FTG. FOOTING N.T.S. NOT TO SCALE STD. STANDARD CB CATCH BASIN GA. GAUGE O.A. OVERALL STL. STEEL ROOM NAME C.I. CAST IRON GALV. GALVANIZED O.C. ON CENTER STRUCT. STRUCTURE, STRUCTURAL DOOR DESIGNATION (GENERALLY ELECTRICA V INDICATES THE PART REVISED CORRESPONDS TO ROOM NUMBER ON ONE SHEET C.I.P. CAST IN PLACE G.I. GALVANIZED IRON O.M. OVERHEAD SUSP. SUSPENDED 1D1A ROOM CL. CENTER LINE GLP GYPSUM LATH & PLASTER OP'G. OPENING SYS. SYSTEM WHERE DOOR OCCURS) I 100 r ROOM NUMBER CLG. CEILING GWB GYPSUM WALLBOARD, OPP. OPPOSITE T TREAD, TOP WALL OR FOUNDATION SECTION CMU CONCRETE MASONRY GYPSUM BOARD PIN. PARTITION T &B TOP & BOTTOM DOOR SUFFIX WHERE MULTIPLE �� ALNUMBER UNIT H.B. HOSE BIBB TEL DOORS OCCUR) L�t�1 WALL TYPE (s DENOTES COL. COLUMN H.C. HANDICAPPED PLR PLATENP LINE TEMP. TEMPEROEDE CONC. CONCRETE H.M. HOLLOW METAL PLAS.LAM. PLASTIC LAMINATE T &G TONGUE & GROOVE SOUND INSULATED) S HEET WHERE WALL SECTION DETAIL DESIGNATION CONT. CONTINUOUS HORIZ. HORIZONTAL PLYWD. PLYWOOD T.G. TEMPERED GLASS Q IS SHOWN CONSTR. CONSTRUCTION HT. HEIGHT PLBG. PLUMBING TYP. TYPICAL VP SHEET WHERE DETAIL I5 CONTR. CONTRACTOR HTR. HEATER PNL, PANEL, PANELING UTIL. UTILITY SHOWN EXTERIOR WINDOW TYPE 0 C.T. CERAMIC INSUL. INSULATION PR. PAIR BUILDING SECTION NUMBER 11LE U.B.C. UNIFORM BUILDING CODE DBL DOUBLE JT./JTS. JOINT,JOINTS PROD. PROJECT U.O.N. UNLESS OTHERWISE NOTED DTL. DETAIL L. LONG, LENGTH PRV PRESSURE REDUCING V.C.T. VINYL COMPOSITION TILE REFERENCE OR DIMENSION POINT D.F. DRINKING FOUNTAIN LAM. LAMINATE, LAMINATED VALVE VERT. VERTICAL CASEWORK DESIGNATION A l S26 SHEET WHERE DETAIL IS 3.1 3A D.S. DOWNSPOUT L.F. LINEAR FOOT, LINEAL FOOT PT. POINT W/ WITH SHOWN DRWG. LIQ. LIQUID EXTERIOR LOUVER TYPE SHEET WHERE BUILDING DRAWING Q.T. QUARRY 11LE W/O WITHOUT EA. LT. WT. LIGHT WEIGHT (DESIGNATED BY NUMBER) SECTION IS SHOWN EACH QTR. QUARTER WO. WOOD E.F.S. EXTERIOR FINISH SYSTEM MAS. MASONRY R RADIUS WOW. WINDOW SHEET NUMBER U SHEET KEY NOTE E.I.F.S. EXTERIOR INSULATION & MAX. MAXIMUM R.D. ROOF DRAIN W.P. WATERPROOF FINISH SYSTEM M.B.S. METAL BUILDING SUPPLIER R.L. RAIN LEADER W.R. WATER RESISTANT ELEV. ELEVATION, ELEVATOR MECH. MECHANICAL REQ'D. RECEIVED WT. WEIGHT ELEC. ELECTRICAL MEZZ. MEZZANINE REF. REFRIGERATOR W.W.M. WELDED WIRE MESH ENCL. ENCLOSURE REINF. REINFORCING W.W.F. WELDED WIRE FABRIC EQ. EQUAL Y.D. YARD DRAIN SCALE: AS NOTED PLOT DATE: 4/8/08 DATE: 4/8/08 CAD FILE: 07- 087A01 JOB NUMBER: 07 -087 CHECKED: PAMC DRAWN: BDC STATUS: PERMIT Pedro A. de Magalhaes Castro STATE OF WASHINGTON y 0 E _ .UO-, C m J O y N O g N tZ i O T -� L C -p 05 O Q O O N y 0 y ( . . L . . O N 0. 7 T O° b O � �,w 6:10:,, o � ° a � n« ::: X N++'^ O O -C7 I:: P- C � -p '- O • ti ?? N O C N o 07 n z Q m y pm� c n .2 7 J O ;,,,,,9"a Y y 0 in W ice. 6 w y 0 y CD CA m C T Q $ O L . Q U .O CI C g O O •-. 0 E •[] O ❑ (� 41 ` a � ' Q E Vn O ❑ 0 O :;:>: ❑ y y y y Q O- ° T b li O 7 N -° N O 7 N A � O. >' 2 °�, � c d m o w y ., m o gy m .y-• O U O O .0 y W •a a` _ y . �aY. a o ° y � _. 0 co � p � y .si � � 0. a .+ _ 0 U._ O 2 N 0 t N 5 0 7 0 Q QI 2+ E G° ❑ I— 7_o G . c rn U suissEi 0 < uJ D �w uJ o C“) on_ COVER SHEET A0.1 SCALE: AS NOTED PLOT DATE: 04/8/08 DATE: 4/8/08 CAD FILE: 07- 087A02 JOB NUMBER: 07 -087 CHECKED: PAMC DRAWN: TKG STATUS: PERMIT ACCESSIBLE ROUTES (ICC /ANCI SECTION 402): ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (I /ANCI SECTION 403) SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC /ANSI TABLE 403.5. CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN. INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T- SHAPED TURNING SPACE COMPLYING WITH ICC /ANSI SECTION 304. RAMPS (ICC /ANCI SECTION 405): WALKING SURFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 1: 20 ARE. RAMPS. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. SLOPE. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING. TO THE LANDING. LANDING LENGTH SHALL BE 60 INCHES MIN. CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY 60 INCH MIN. LANDING. DOORWAYS: WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC /ANSI SECTIONS 404.2.4 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH ICC /ANSI SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE, FACE OF A RAILING COMPLYING WITH ICC /ANSI SECTION 505. CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. CURB RAMPS (ICC /ANCI SECTION 406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1:10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT THE SAME LEVEL LOCATION AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL- DEFINED EDGES SHALL HAVE THE ED GES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WIDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSING. PARKING SPACES (ICC /ANSI SECTION 502): VEHICLE SPACES: CAR AND VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. AND SHALL HAVE AN ADJACENT ACCESS AISLE. ACCESS AISLE: TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 INCHES WIDE MIN. ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1 :48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. VERTICAL CLEARANCE: PARKING SPACES FOR VANS SHALL HAVE A VERTICAL CLEARANCE OF 98 INCHES MIN. AT THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO. IDENTIFICATION: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ICC /ANSI SECTION 703. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE THE FLOOR OR GROUND SURFACE OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. PASSENGER LOADING ZONES (ICC /ANSI SECTION 503): VEHICLE PULL -UP SPACE: PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE PULL -UP SPACE. ACCESS AISLES SHALL BE PART OF THE ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. ACCESS AISLES SERVING VEHICLE PULL -UP SPACES SHALL BE 60 INCHES WIDE MIN. AND 20 FEET LONG MIN. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: VEHICLE PULL -UP SPACES IN PASSENGER LOADING ZONES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL -UP SPACE THEY SERVE. VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL BE PROVIDED AT PASSENGER LOADING ZONES AND ALONG VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. STAIRWAYS (ICC /ANSI SECTION 504): TREADS AND RISERS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. RISERS SHALL BE 4 INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., MEASURED FROM RISER TO RISER. OPEN RISERS SHALL NOT BE PERMITTED. STAIR TREAD SURFACE SHALL COMPLY WITH ICC /ANSI SECTION 302. NOSINGS: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH MAX. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM VERTICAL THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1 -1/2 INCHES MAX. BEYOND THE TREAD BELOW. OUTDOOR CONDITIONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO STAIRS SHALL BE DESIGNED 50 THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. HANDRAILS (ICC /ANSI SECTION 505): LOCATION: HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. EXCEPT AISLE STAIRS AND AISLE RAMPS PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR WITHIN THE AISLE WIDTH. CONTINUITY: HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MIN. AND 38 INCHES MAX. VERTICALLY ABOVE STAIR NOSINGS AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND RAMP SURFACES: CLEARANCE - CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1 -1/2 INCHES MIN. GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE .80110M SURFACE OF THE HANDRAIL ARE ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. HORIZONTAL PROJECTIONS BEYOND THE SIDES OF THE HANDRAIL OCCUR 2 -1/2 INCHES MIN. BELOW THE BOTTOM OF THE HANDRAIL, AND EDGES HAVE A 1/8 INCH MIN. RADIUS. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1 -1/4 INCH MIN. AND 2 INCHES MAX. NON - CIRCULAR CROSS SECTIONS: HANDRAILS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 6-1/4 INCHES MAX., AND PROVIDED THEIR LARGEST CROSS- SECT1ON DIMENSION IS 2 -1/4 INCHES MAX.. TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MIN. BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. BOTTOM EXTENSION AT STAIRS: AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. IF PROVIDED AT THE BOTTOM OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MIN. AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. SIGNAGE (ALL SIGNAGE TO COMPLY WITH ICC /ANSI CHAPTER 7): ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC /ANSI SECTION 704 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A. EXCEPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY AN ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION BRAILLE: CONTRACTED GRADE 2 BRAILLE IS TO BE USED WHEREVER BRAILLE IS REQUIRED. DOTS TO BE .01 INCH ON CENTERS IN EACH CELL WITH .02 INCH SPACE BETWEEN CELLS. DOTS ARE RAISED A MIN. OF 0.025 INCH ABOVE THE BACKGROUND. CHARACTERS: LEI IERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. DOORWAYS: ON DOORWAYS LEADING TO A UNISEX FACILITY, THE SYMBOL TO BE PROVIDED SHALL BE AN EQUILATERAL TRIANGLE INSCRIBED WITHIN A 12 INCH DIAMETER CIRCLE 1/4 INCH THICK EACH. FLOOR OR GROUND SURFACES (ICC /ANSI SECTIONS 302 AND 303): GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE. VERTICAL CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1 -1/2 INCH HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1: 2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE RAMPED AND SHALL COMPLY WITH ICC /ANSI SECTION 405 OR 406. WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC /ANSI SECTIONS 304 AND 305): CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES QF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. T-- SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T- SHAPED SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T- SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM. DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACES NOT MORE THAN 12 ". ALCOVE CLEAR FLOOR SPACE FORWARD APPROACH -- THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES MIN. WHERE THE DEPTH EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 INCHES. KNEE AND TOE CLEARANCE (ICC /ANSI SECTION 306): TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE. MAX. DEPTH IS PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AND 17 INCHES MIN. BENEATH THE ELEMENT. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN. KNEE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AT 9 INCHES ABOVE THE FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MIN. AT 9 INCHES ABOVE THE FLOOR OR GROUND, AND 8 INCHES DEEP MIN. AT 27 INCHES ABOVE THE FLOOR OR GROUND. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MIN. PROTRUDING OBJECTS (ICC /ANSI SECTION 307): PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4 -1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. POST- MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. REACH RANGES (ICC /ANSI SECTION 308): UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR OR GROUND SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 INCHES MAX. OBSTRUCTED HIGH SIDE REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX., AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FOR A REACH DEPTH OF 10 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 INCHES MAX. OPERABLE PARTS (ICC /ANSI SECTION 309): HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICC /ANSI SECTION 704): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAX. WHERE A FORWARD APPROACH IS PROVIDED, THE DISTANCE FROM THE FRONT EDGE OF A COUNTER WITHIN THE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION 308. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. TELEPHONE DIRECTORIES: WHERE PROVIDED, TELEPHONE DIRECTORIES SHALL COMPLY WITH ICC /ANSI SECTION 309. CORD LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL BE EQUIPPED IMTH A HANDSET CORD LENGTH OF 29 INCHES MIN. VOLUME - CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVE VOLUME CONTROL WITH A RANGE THAT PROVIDES 12 DB OF GAIN MIN. AND 20 DB OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES SHALL BE HEARING AID COMPATIBLE. TTY: WHERE USED WITH A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONNECTION OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTY ARE PROVIDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE E WHE E THE TTY IS PLACED. ACCESSIBLE ROUTES (ICC /ANCI SECTION 402): ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (ICC /ANCI SECTION 403): SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC /ANSI TABLE 403.5. CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN. ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T- SHAPED TURNING SPACE COMPLYING WITH ICC /ANSI SECTION 304. MANUAL DOORS AND DOORWAYS (ICC /ANCI SECTION 404): CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN. CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY I5 RECESSED MORE THAN 8 INCHES•FROM THE PLANE OF THE WALL CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. DOORS IN SERIES SHALL SWING EITHER IN SAME DIRECTION OR AWAY FROM SPACE BETWEEN DOORS. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS: DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN., MEASURED UNDER AMBIENT CONDITIONS. DOOR- OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE PPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAX. FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS, AND SLIDING OR FOLDING DOOR: 5.0 POUNDS. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1 -1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. VISION LITES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. GRAB BARS (ICC /ANSI SECTION 609): SIZE. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1 -1/4 INCH MIN. AND 2 INCHES MAX. NON-CIRCULAR CROSS- SEC11ONS. GRAB BARS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND WITH EDGES HAVING 1/8 INCH MIN. RADIUS. SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 -1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND OBJECTS BELOW AND AT THE ENDS SHALL BE 1 -1/2 INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 15 INCHES MIN. POSITION OF GRAB BARS: GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOR. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS OF 1/8 INCH MIN. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND THAT DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE. STRUCTURAL STRENGTH: ALLOWABLE STRESSES IN BENDING, SHEAR, AND TENSION SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR. HORIZONTAL FORCE OF- 250 POUNDS I5 APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING STRUCTURE. DRINKING FOUNTAINS AND WATER COOLERS (ICC /ANSI SECTION 602) CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT AND SHALL INCLUDE KNEE AND TOE CLEARANCE. WHERE A PARALLEL APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND. SPACE. SHALL- BE CENTERED, ON THE UNIT.. SPOUT HEIGHT AND LOCATION: SPOUT OUTLETS SHALL BE 36 INCHES MAX. ABOVE THE FLOOR OR GROUND. UNITS WITH A PARALLEL APPROACH SHALL HAVE THE SPOUT 3 -1/2 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. UNITS WITH A FORWARD APPROACH SHALL HAVE THE SPOUT 15 INCHES MIN. FROM THE VERTICAL SUPPORT AND 5 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. OPERABLE PARTS SHALL COMPLY WITH ICC /ANSI SECTION 309 AND PROTRUDING UNITS SHALL COMPLY WITH ICC /ANSI SECTION 307. TOILET ROOMS AND WATER CLOSETS (ICC /ANSI SECTIONS 603 AND 604): WHEELCHAIR TURNING, SPACE: A CIRCULAR 60" DIAMETER WHEELCHAIR. TURNING SPACE OR A "T" SHAPED TURNING SPACE COMPLYING WITH ICC /ANSI SECTION 304 SHALL BE PROVIDED WITHIN THE ROOM. DOORS: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE THE ROOM IS FOR INDIVIDUAL USE AND A 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED WITHIN THE ROOM, BEYOND THE ARC OF THE DOOR SWING. LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. WATER CLOSET CLEAR SPACE: CLEARANCE AROUND THE WATER CLOSET SHALL BE 60 INCHES MIN., MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MIN., MEASURED PERPENDICULAR FROM THE REAR WALL. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. OVERLAP: THE CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES, AND CLEAR FLOOR OR GROUND SPACE, OR CLEARANCES AT OTHER FIXTURES AND THE WHEELCHAIR TURNING SPACE. WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER- CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND - OPERATED FLUSH CONTROLS SHALL COMPLY WITH ICC /ANSI SECTION 309. GRAB BARS: GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL THE REAR WALL GRAB BAR SHALL BE 24 INCHES LONG MIN., CENTERED ON THE WATER CLOSET. WHERE SPACE PERMITS, THE BAR SHALL BE 36 INCHES LONG MIN., WITH THE ADDITIONAL LENGTH PROVIDED ON THE TRANSFER SIDE OF THE WATER CLOSET. DISPENSERS: TOILET PAPER DISPENSERS SHALL BE 7 INCHES MIN. AND 9 INCHES MAX. IN FRONT OF THE WATER CLOSET. THE OUTLET OF THE DISPENSER SHALL BE 15 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. THERE SHALL BE A CLEARANCE OF 1 -1/2 INCHES MIN. BELOW AND 12 INCHES MIN. ABOVE THE GRAB BAR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR OR GROUND. COAT HOOKS AND SHELVES: COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYING WITH ICC /ANSI SECTION 308. WHERE PROVIDED, A FOLD -DOWN SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. TOILET COMPARTMENTS FOR MULTI- TOILET ROOMS (ICC /ANSI SECTION 604): WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MIN. MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES DEEP MIN. FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MIN. FOR FLOOR MOUNTED WATER CLOSETS, MEASURED PERPENDICULAR TO THE REAR WALL GRAB BARS FOR WHEELCHAIR ACCESSIBLE COMPARTMENTS: A 42" SIDE WALL GRAB BAR SHALL BE PROVIDED ON THE WALL CLOSEST TO THE WATER CLOSET, AND 24" OR 36" REAR -WALL GRAB BAR SHALL BE PROVIDED. AMBULATORY ACCESSIBLE COMPARTMENTS: AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES DEEP MIN. AND 36 INCHES WIDE. COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. THE WATER CLOSET SHALL BE CENTERED IN THE COMPARTMENT. GRAB BARS FOR AMBULATORY ACCESSIBLE COMPARTMENTS: A 42" SIDE WALL GRAB BAR SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. DOORS: COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. TOILET COMPARTMENT DOORS SHALL COMPLY WITH ICC /ANSI SECTION 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, THE CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. THE DOOR SHALL BE HINGED 4 INCHES MAX. FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. THE DOOR SHALL BE SELF- CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. COMPARTMENT ARRANGEMENTS SHALL BE PERMITTED FOR LEFT -HAND OR RIGHT -HAND APPROACH TO THE WATER CLOSET. TOE CLEARANCE: IN WHEELCHAIR ACCESSIBLE COMPARTMENTS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE EXTENDING 6 INCHES DEEP BEYOND THE COMPARTMENT -SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP WITH A WALL--HUNG WATER CLOSET OR 65 INCHES DEEP WITH A FLOOR- MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION I5 NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. URINALS (ICC /ANSI SECTION 605): HEIGHT AND CONTROLS: URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL -HUNG TYPE WITH THE RIM AT 17 INCHES MAX. ABOVE THE FLOOR OR GROUND. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. LAVATORIES AND SINKS (ICC /ANSI SECTION 606): CLEAR FLOOR OR GROUND SPACE A 30" X 48" CLEAR FLOOR OR GROUND SPACE, POSITIONED FOR FORWARD APPROACH, SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC /ANSI SECTION 309. HAND - OPERATED, SELF- CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. BOWL DEPTH SHALL BE 6-1/2 INCHES DEEP MAX. MULTIPLE COMPARTMENT SINKS SHALL HAVE AT LEAST ONE COMPARTMENT COMPLYING WITH THIS REQUIREMENT. EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAORIES AND SINKS. l REV�EW COMPLIANCE CODE C® APPROVED APR 2 " 7'?I? BUIID1 .:.. d I' ' I City Of Tukwll? Y RECEIVED CITY OF TUKIMLA APR 10 2008 PERMIT CENTER 7855 REGISTE ARCH CT Pedro A. de Magalhaes Castro 1 1 STATE OF WASHINGTON Cs � m y onrn o m • �' ��c tc�n L• • O �' N - O y'" ' V nn C ❑ t U m � � N N o n++ a • � m ❑ `o � • ❑ w � � • T om, O a. ♦+ a � � aoC �L ❑Ev a.r 7.. o P v , o -❑ .. L w t th c N U a 0 - 7 ❑ °-.E 0 ) . en ❑ E O 7 1/1 t C C c - o: a.� b 0 ' o Z U O R N N 0 .- E C D o 0 ' -0 G O a , N N e� � c m. o ` o > oq .0.c ❑ Tp 1.5(0 U C g v N o m - a • a= ° a L ▪ • p 9 CO CO REVISIONS BY ICC /ANSI GEN. CODE NOTES A0.2 SCALE: AS NOTED PLOT DATE: 4/8/08 DATE: 4/8/08 CAD FILE: 07- 087A21 JOB NUMBER: 07 -087 CHECKED: PAMC DRAWN: BDC STATUS: PERMIT EXISTING RETAIL INTERIOR TO REMAIN UNCHANGED 23' -S" FIELD VERIFY 23'-O" FIELD VERIFY EXTENT OF NEIN FACADE; FIELD VERIFY 23'-O" FIELD VERIFY 16' -S" KEY NOTES O El 4 6 11 8 9 10 m EXISTING GLB ABOVE. REFER TO STRUCTURAL EXTENT OF NEW CANOPY ASSEMBLY, TYP. EXISTING STOREFRONT TO REMAIN NO CHANGES TO EXTERIOR SIDEWALK OR PARKING NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED DE COMPLIArrr i APPROVED I APR 2 2008 1 Cit Or Tuk d ` 1 mow, PLAN NOTES A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON FLOOR PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. FLOOR PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. D. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. F. REFER TO SHEET A0.1 FOR ADDITIONAL NOTES. LEGENDS. SYMBOLS, ABBREVIATIONS, AND SCHEDULES. G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. H. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. L MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL /MILLWORK CONDITIONS. L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON - COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4' - O" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. N. GC TO PROVIDE SHOP DWGS FOR: HVAC, CARPET SEAMING, LIGHTING, AND CASEWORK. 0. FURNITURE, W SHOWN, IS FOR REFERENCE ONLY DCglm IN CONTRACT. U.O.N. CITY OF TUKWILA APR 102008 PERMIT CENTER FLOOR PLAN .jII I iIII' ,111111 FLOOR ► 1/8" - 1' -0" 2'-4 I /2" FIELD VERIFY COLUMN DETAIL 1 1/2" = 1' -0" CULTURED STONE BASE 4 CONCRETE CURB PER I/A42 STUCCO 0/ PLYWOOD PER EXTERIOR ELEVATIONS, TYP. 1 5/6" METAL STUD @ 6 "0.C. VERIFY GAUGE 4 SPACING WITH STRUCTURAL ENGINEER ALLOW SPACE FOR SHIM AT SPLIT FACE CMU 1/2" PLYWOOD, TYP. 1 5/8" METAL STUD @ a"o.G. VERIFY GAUGE 4 SPACING WITH STRUCTURAL ENGINEER EXISTING GLB CENTERED ON CMU EXISTING CMU COLUMN ALLOW SPACE FOR SHIM AT SPLIT FACE CMU 2 I /2" METAL STUD 8 "0.C. VERIFY GAUGE 4 SPACING WITH STRUCTURAL ENGINEER MOM ow • III I 10 1/ 1 /4" MIN I'-4" 1 13/4" MINI 1 1/2" = 1' - 0" 1 I'-IO V4" 2'-4 I/2" FIELD VERIFY COLUMN DETAIL CULTURED STONE BASE 4 CONCRETE CURB PER I/A42 5'11JGco 0/ PLYWOOD PER EXTERIOR ELEVATIONS, TYP. 1 5/8" METAL STUD ® 8 "O.C. VERIFY GAUGE * SPACING WITH STRUCTURAL ENGINEER ALLOW SPACE FOR SHIM AT SPLIT FACE CMU 1/2" PLYWOOD, TYP. 1 5/6" METAL STUD @ 8 "0.C. VERIFY GAUGE 8 SPACING WITH STRUCTURAL ENGINEER EXISTING GLB CENTERED ON CMU EXISTING CMU COLUMN EXISTING DOWNSPOUT TO BE REMOVED ALLOW SPACE FOR SHIM AT SPLIT FACE CMU 6" BENEATH NEW WIDE FLANGE ABOVE 7 /6" HAT CHANNEL AT EXISTING WIDE FLANGE TO REMAIN; SEE SECTION 2/A42 CONCRETE PLINTH BELOW TO REMAIN 7855 REGISTERED AH ECG Pedro A. de Magalhaes Castro STATE OF WASHINGTON O i C X O y O r0.� O d U �^ . C ' 0 Cd O O O ❑ O O 4, - U OL Ni , :::: :9 , 1 2 -g i 7ti 0 �N N () O N O ::.::: no v m O- Q :::::::c O O .. N C .c vE Q N N r v .. E O ` - 0 s N c Oa y C O O 7' a ,Qj OI � -N U To a 0 a � ��� • U�' 'O LP "O' m l'aoa - E E C 7N.¢ E O p p T O O N N y t N Cw_ C C a)._ C O i Q _ ❑ O 9 L N m N a O 7 N N 7., O- 0 4 ® N N U C ❑ O r - d N y N . C E O O t O1 y .2 O 0 U O O = t N F O N 1.- E O ❑7 N 7 L � •C m (�. -T s' '= U a . m q .�T+ 0..� E U y O �- U 7 0 0_ N N . Q d) ❑ L O N '- 0.w-. L w 0 0 3 Q Q N Z +• E C OOH 7.O C 0 al z 0 0 1- w H J w w Ct OD N Ca a) 0 0 0 co 00 CO J z 0 z w c 1— co z co < 0) J Q N � REVISIONS BY FLOOR PLAN A2.1 SCALE: AS NOTED PLOT DATE: 4/8/08 DATE: 4/8/08 CAD FILE: 07- 087A31 JOB NUMBER: 07 -087 CHECKED: PAMC DRAWN: BDC STATUS: PERMIT 2O T.O. PARAPET 8' -6u B.Q. EXIST. GLU -LAM I - J - o 11 T.O. NEW FACADE 25'-6" T.O. CORNICE 2O' -0" T.O. EXIST PARAPET DEMO TO EDGE OF EXISTING GLU -LAM EXISTING ROOF AND STRUCTURE EXISTING TRU55ES AND PLYWOOD SUBSTRUCTURE TO BE DEMO'D TO REMAIN UNDER NEW CANOPY t 'r FIELD VERIFY" REMOVE EXISTING DOWNSPOUT, TYP_ I 1/8" = 1' -0" 1 /8" =1 11 E EXISTING COLUMN 11 FIELD VERIFY I0I' -2 I'1/32" 1 1 1 1 1 1 �1 REMOVE METAL ROOF AT SHADED LOCATION; PLYWOOD SUBSTRATE TO REMAIN PER STRUCTURAL WIDE FLANGE COLUMN TO REMAIN, TYPICAL. REMOVE S i r..tL TRUSSES PER STRUCTURAL EXISTING SOUTH ELEVATION !M 1o 13.0. sTVcGo 3' -3" T.D. BASE PHARMACY FIELD VERIFY PHOTO 22' -I I I/8" 15 3/8" 46' -0" FIELD VERIFY 16 -5" iti 11 iIiI 11 111111 1 111111 1111 PROPOSED SOUTH ELEVATION 1 rL EXISTING COLUMN I6' -8" SIM. REFER TO STRUCTURAL FOR GLB SIZING AT THIS LOCATION FT Pposios EXISTING WEST ELEVATION 114" = 1-0" 1 /4" = 10 EXIST! PROPOSED WEST ELEVATION 20'-0" PARAFET 8 EXIST. GLU -LAM N6 COLUMN 0' 0" rr. 31 T.O. CORNICE 25' -8" T.O. CORNICE T.O. STUCCO 5 B.O. 6L5 f?'-f?" F F � o o � l E %a -Fo w APP ROVED APR "1T RECEI'J _ CITY OF TUKWILA APR 10 2008 PERMIT CENTER Pedro A. de Magalhaes Castro STATE OF WASHINGTON 0 0 a_ y am + X N N O O N v N cri ▪ "' Q O C q }' j N U 0 m m .�.+ 0 N . Q., T o .- U .O "' o U "1 0 a) a m ca X a + 4 o a' p -0 ▪ o - o c q❑ o U : • o a 7 J ti iu a+ 3 ® • N Q • c O T, N t CO V 0 d U 7 a 7 U N � U+ i , r s ^p O O • T 0 E 'a o +':60 0" c o 0 N• EEc :, 0 I- O ?, O o N o 0 ( _ - � 0 4 -N o T c ❑ ❑- • c- ❑ a cm o a e ' o �- a ` ® 7 0 N o U O p 0 0 a� N rc E ° . L „ . °' C m� o u a) 0 0 0-° y L m L Q i m T E' a U � O r N a t C _ C N p V 7 d C U O d r a, a) -❑ = • V ¢¢ N 0 P a' , t ''',_ 0_ 4- r N 5 o 'er ,- ❑ornbc_o . G < uJ D Y J W uJ 0 U QQ mLL N cr E t o cn o co ;� i =) LC) CZ as Cr) -= x • a o E F-4 09 ig co T C O J z 0 z C!' bJ Z z CD CO CO J Q J N d ELEVATIONS A3.1 SCALE: AS NOTED PLOT DATE: I G 1 I NTINUOU5 2" NTING AT IT Mika 4 WAIF CAD FILE: 07- 087A41 JOB NUMBER: 4 in lit CHECKED: PAMC era Ix2 P T TRIM INTER MATCH 9I/ II //I r- FIT r i► zIM.r• SCALE: AS NOTED PLOT DATE: 4/8/08 DATE: 4/8/08 CAD FILE: 07- 087A41 JOB NUMBER: 07-087 CHECKED: PAMC DRAWN: TKG [STATUS: PERMIT � " . ±1" 1 FLASHING DETAIL 1A + 124' -O° A.F.F. • S.O. CORNICE ji h+ ±20' -O "" A.F.F. T.O. (E) CMU +a + #25'-8° A.F.F. • T.O. PLYWD FRAMING FLASHING DETAIL 1B + ±10' -6° A.F.F. T.O. (E) &LB + ± A.F.F. T.O. (E) CMU COLUMN + 33 A.F.F. • T.O. NEW COLUMN BASE FINISH FLOOR. NOTES: 1. ALL EXISTING CONDITIONS ARE BASED ON MAGELLAN'S SITE VISIT ON 6/25/07, AND DRAWINGS FROM CITY OF TUKWILA, DATED 5/1/76. GC TO VERIFY ALL EXISTING CONDITION INFORMATION IN THE FIELD BEFORE COMMENCING WORK, AND IS TO NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. SHADED AREAS INDICATE EXISTING STRUCTURE TO REMAIN. MINOR DEMO INFORMATION IS INDICATED ON SECTION 2, THIS SHEET. El 3" DIA. VENT AT PARAPET @ O.G., TYP. PER PHOTO ABOVE 12 BUILDING SECTION 1/2" = 1' -0" ENSURE n ADEQUATE AIRFLOW AT PARAPET VENTING, TYP. 1 " 24 GA. GALV. METAL GOP. PM/ STANDING SEAM 0/ 2 LAYERS 60 MIN. GRADE BUILDING PAPER 0/ 1/2" COX PLYWD REMOVE EXIST. STANDING SEAM MIL.. ROOF EXIST. PLYWD SHEATHING o/ PREFAB TRUSS TO REMAIN • DIA. VENT ON 24 0 x24" GRID EXIST. LIGHT FIXTURE IN SOFFIT ABOVE EXIST. GLB EXIST. PLYWD SOFFIT CONTINUOUS VENTING IN EXISTING SOFFIT, TYP. EXIST. CMU WALL FRAME OUT AND FINISH EXIST. COLUMN PER PLANS SHEET A2.I AND SECTIONS SHEET A4.2 NEW STONE VENEER BASE FLASHING DETAIL 2A FLASHING DETAIL 2B FLASHING DETAIL 2C CONT. CLEAT W/ CONGEALED FAST. + 331'--0" A.F.F. "4" T.O. PLYKD FRAMING obi + 325 -10" A.F.F. B.O. CORNICE SYNTHETIC FINISH COATING 0/ FOAM CORNICE. STUCCO BAND LOCATION PER EXT. ELEVS. + 325' -8° A.F.F. T.O. PLYWD FRAMING (BEYOND) VERT. METAL WALL PANEL (REVERSED HR-56 BY AEP SPAN OR APPROVED EQ.) 0/ 2 LAYERS 60 MIN. GRADE BUILDING PAPER 0/ 1 /2" GDX PLYWD SHEATHING OVER METAL STUD FRAMING. + ±20' -0" A.F.F. T.D. (E) CMU STUCCO BAND LOCATION PER EXT. ELEVS. SYNTHETIC FINISH COATING 0/ 7 /5° STUGGO 0/ SELF- FURRING LATH 0/ 2 LAYERS 60 MIN. GRADE BUILDING PAPER 0/ 1/2" GDX PLYWD SHEATHING OR BLOCK FURRING 0/ METAL STUD FRAMING NEW GLB. ATTACH TO EXIST. GLB PER STRUGT. HORIZ. METAL WALL PANEL LOCATION PER DVS. NEW H55 ATTACH TO (E) VERTICAL STEEL COLUMN PER STRUCT. STUCCO BAND LOCATION PER EXT. ELEVS. pm + ±I0' -6" A.F.F. ! T.O. (E) GLB j + i -0" A.F.P. Y T.O. (E) CMU COLUMN EXIST_ DOWNSPOUT AND FASCIA TO BE REMOVED. HATCHED AREA INDICATES EXIST. STRUGTUR.E TO REMAIN. EXIST. STEEL COLUMN AND CONCRETE BASE EXIST. CMU COLUMN + ±3 A.F.F. T.O. NEW COLUMN BASE T.O. (E) CONG. BASE FINISH FLOOR 1S3 1/2" PER FOOT SLOPE 7 . LI 4 I 1 1 L_1_ _I 1/2" = 1' -0" E.. •ter- .n*.4- g.�+.. r.. PARAPET VENT, SIM. GASKETED FAST. 24" O.G. 5 DIA. VENT AT PARAPET @ 16" O.G., TYP. PER PHOTO ABOVE 4-PLY BUILT -UP ROOFING (FLASHING PER MFR. REQ.) 0/ PLYWOOD SHEATHING 0/ NEV ROOF TRUSS FRAMING PER SIR-JCT. 12 ±7 BUILDING SECTION MIST. 4-PLY BUILT -UP ROOFING o/ EXIST. ROOF FRAMING AND R -50 BATT INSUL. NOTES TYPICAL THIS SECTION, U.O.N. FLASHING DETAIL 2D REVIEWED FOR CODE COMPLIANCE APPROVED APR ') fT _____________ C ity Of Tukwila _ j BUILDING T510 RECEI'v E0 CITY OF TUKWILA APR 1 0 2008 PERMIT CENTER REGISTERED At HITEGl Pedro A.'de Magaihaes Castro STATE OF WASHINGTON 7555 CO o N N O C fp C c b O N V 0. a T c o ❑ C a CO 0_ • v o p v 0 cu O 0 E U C L N V n v � N O 7 v C a o o 0 0 n >. 0 b E a T a E N O O 0 N N N S c o o r Q U 3 Q , O ar 0 U1 - oE ❑ ❑ 755 a' o' � E U -c Q r O.- C U 0 O_ N N 0 o m � � w o -co a+` EG0or0a a J m z 0 z W I--' z N N REVISIONS BY WALL SECTIONS A4.1 1 III E I E I 1 x 0 600 `�►� ■ 1 1116. �� L 111 Oak. 46 , 46 , 46 , 46 - , 4 -6 _ . 46 , 46 , 4 . 4t , M. NINO PI I. ■ 11 1 S. 11 1 *1►� 1�►1111 1 Ell. Iii iggijiijiulo111111uiiiiiiijil111i1n111111li1IIIIIIFIII L • NOR I" o rn A o 0 = z a S_ 11 g - - 0 m ® LI it G) -4 1 m 3 g � 1 WI Er rte; > 0 Id 2 illi EXTERIOR ALTERATION 14227 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98168 BARTELL TUKWILA FACADE UPGRADE 16, 17►' ! 1 16, � � II�=�Ii�II1 j Ill jw ijIJL Maellan ARCHITECTS 8383 158th Avenue Northeast, Suite 280 Redmond, Washington 98052 Tel (425) 885 -4300 Fax (425) 885 -4303 www.magellanarchitects.com m 0 Copyright ® 2008 Magellan Associates PLLC All rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the constructon of only one building. The purchase of additional set(s) of plans does not entitle the purchaser to construct more than one building. • V, D. J, ALUM. ALT, PRX. APPROX. CHI BLDG, B. BEN C, (G. N BN DRY, B.O.E. B.0,F, rs(OG. BRG. BIM. BTWN. C CAMB. CANT. CF C.I.P. C. J. CL CLG. CLR. COL. CONC. CONN, CONST. CONT, CTSK. CTR. CY d DB DBL. DEPT, DET. DF DIA. DI AG, DIAPH, DIM. DN. D.O. DP. D.S. DWG. DWL, EA E.F. E.J. EL. ELEV, EMBD. EN ENG, EQ. EQPT. E.W. EXP. EXST, EXT. FAB, FB FDN. F.F. FIN. FLG. FLR, FN F.O. F.O.C. F,O,M. F.O.S. F.O.W. FRM, F.S. FT. FRTW FTG, GA, GALV. GB. GLB GRD, GWB GYP. H. HD M.D.G. HDR. HGR. HORZ. HORIZ. HR H.S.B. HT, AND AT FEET(FOOT) INCH (INCHES) POUND(S) NUMBER EQUAL(S) ANCHOR BOLT ABOVE ADDITIONAL ADJACENT ALUMINUM ALTERNATE APPROXIMATE(LY) APPROXIMATE ARCHITECTURAL) BOTTOM BELOW BOUNDARY EDGE NAILING BRACED FRAME BUILDING BLOCK BLOCKING BELOW BEAM BOUNDARY NAILING BOUNDARY BOTTOM OF EXCAVATION BOTTOM OF FOOTING BRIDGE(ING) BEARING BOTTOM BETWEEN CAMBER CAMBER(ED) CANTILEVERED) CUBIC FOOT CAST IN PLACE CONSTRUCTION JOINT CENTER UNE CEILING CLEAR COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOS COUNTERSINK CENTER(ED) CUBIC YARD PENNY(NAILS) DROPPED BEAM DOUBLE DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIAGONAL DIAPHRAGM DIMENSION DOWN DITTO(REPEAT) DEEP DRAG STRUT DRAWING(S) DOWEL(S) EXISTING EACH EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EMBED(MENT) EDGE NAIL ENGINEER EQUAL EQUIPMENT EACH WAY EXPANSION EXISTING EXTERIOR GAUGE GALVANIZE(D) GRADE BEAM GLUE LAMINATED BEAM GRADE GYPSUM WALLBOARD GYPCRETE I.D. INSIDE DIAMETER I.E, INVERT ELEVATION I.F. INSIDE FACE IN, INCHE(S) INFO. INFORMATION INT, INTERIOR FABRICATION FLUSH BEAM FOUNDATION FINISH FLOOR FINISH(ED) FLANGE FLOOR FIELD (FACE) NAIL FINISHED OPENING FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FRAME(ING) FAR SIDE FEET(FOOT) FIRE RETARDANT TREATED WOOD FOOTING ABBREVIATIONS JST. JT. HORIZONTAL HOLDOWN HOT DIPPED GALVANIZED HEADER HANGER HORIZONTAL HORIZONTAL HEADER HIGH STRENGTH BOLT YD HEIGHT K LAT. LB, L.B. LG. LGTH, LGMF LLH LLV LSH LT. WT. L.W, MAS, MASN. MAT, MAX. M,B, MECH. MEZZ. MFR. MIN. MISC. MTL, (N) N,L.B. NO, N.S. N,T.S, O.C. O,D, O.F. O.H, OPNG, ORNT. OSB O,W,J. PAR. P/C PEN PERP. PL. PL PLMBG. PLYWD, PSF PSI P.T, PT R. RAD, RE: REF. REINF, REQ. R.F. R,O, R.S. SCH. SCL SCHED. SHT, SIM. SKW, 5.0.0. SPC, SPEC. SQ. STD. STGR, STIFF. S11R. STL, STRUC, STRUCT. SUSP. SYMM. T, T. &B. TEMP. T. &G. THK. THRD. TN T.O.S. T.O.W. TRANSV. T.O.S.. TYP. W/ w/o o, W.H.S. W.P, W.S. WT. W.W.F. X—STG XX —STG JOIST JOINT KIPS(1000) MASONRY MASONRY MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS METAL QTY, QUANTITY LATERAL POUND(S) LAG BOLT(S) LONGITUDINAL) LENGTH LIGHT GAUGE METAL FRAMING LONG LEG HORIZONTAL LONG LEG VERTICAL LONG SLOTTED HOLE(S) LIGHT WEIGHT LIGHT WEIGHT NEW NON —LOAD BEARING NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING ORIENTATE(ION) ORIENTED STRAND BOARD OPEN WEB JOIST PARALLEL PRECAST PANEL EDGE NAIL PERPENDICULAR PLATE PROPERTY LINE PLUMBING PLYWOOD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESERVATIVE TREATED POST TENSION(ED) RADIUS RADIUS REFERENCE REFERENCE REINFORCEMENT(ING) REQUIRED RIGID FRAME ROUGH OPENING ROUGH SAWN SCHEDULE STRUCTURAL COMPOSITE WOOD SCHEDULE SHEET SIMILAR SKEW(ED) SLAB ON GRADE SPACE(S) (ING) SPECIFICATION(S) SQUARE STANDARD STAGGER STIFFENER(S) STIRRUP(S) STEEL STRUCTURAL STRUCTURAL SUSPENDED(TION) SYMMETRICAL TOP TOP AND BOTTOM TEMPORARY TOUNGE AND GROOVE THICK(NESS) THREADED TOE NAIL TOP OF SHEATHING(SLAB) TOP OF WALL TRANSVERSE TOP OF STEEL TYPICAL U.N.O. UNLESS NOTED OTHERWISE U/S UNDERSIDE V. VERTICAL VERT. VERTICAL VIF VERIFY IN FIELD WIDE(WIDTH) WITH WITHOUT WOOD WELDED HEADED STUDS WORK POINT WELDED STUD WEIGHT WELDED WIRE FABRIC EXTRA STRONG DOUBLE EXTRA STRONG YARD STRUCTURAL 01000: GENERAL REQUIREMENTS THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHAWN, CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN, THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION, BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES, CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1- 800 - 424 -5555. 01100: CODE REQUIREMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE, 01200: DESIGN LOADS ROOF LIVE LOADS ROOF (SNOW) 25 PSF SNOW LOAD DESIGN DATA: Pg = 20 PSF, Pf = 20 PSF, Ce = 0.9, Is = 1.0, Ct = 1.0, WIND DESIGN DATA: BASIC WIND SPEED: WIND IMPORTANCE FACTOR: WIND EXPOSURE: TOPOGRAPHIC FACTOR 85 MPH (3— SECOND GUST) Iw = 1.0 EXPOSURE B Kt =1.67 INTERNAL PRESSURE COEFFICIENT: GCpi = +/— 0.18 COMPONENT /CLADDING WIND PRESSURE: P(C) = 20 PSF EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR: le = 1.0 SPECTRAL RESPONSE ACCELERATIONS: Ss = 1.50 SITE CLASS: SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS SDS = 1.01 SDI = 0.518 SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D 01300: GEOTECHNICAL INFORMATION ASSUME SOIL BEARING 2000 PSF, 51 = 0.518 01330: SHOP DRAWING SUBMITTAL PROCESS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISDICTION FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE REQUIRED FOR STRUCTURAL STEEL, GLUED LAMINATED BEAMS. 01400: SPECIAL INSPECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, IN ADDITION TO INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED IN IBC SECTION 1704 WHICH ARE SUMMARIZED ON SHEET SI. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN APPROVED AGENCY, THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH THEM TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD ON A REGULAR BASIS. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND THE CORRECTION OF ANY DISCREPANCIES SHALL BE PROVIDED PRIOR TO COMPLETION OF BUILDING FINISHES. WHERE FABRICATION OF STRUCTURAL COMPONENTS AND ASSEMBLES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED EXCEPT WHERE THE FABRICATOR IS REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1704,2.2, PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION REQUIRES THAT THE INSPECTOR BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. 01704: WELDING INSPECTOR TO VERIFY THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS PRIOR TO THE START OF THE WORK. PERFORM PERIODIC INSPECTION DURING WORK AND VISUAL INSPECTIONS OF ALL WELDS. CONTINUOS INSPECTIONS REQUIRED FOR COMPLETE AND PARTIAL PENETRATION GROOVE WELDS, MULTIPASS FILLET WELDS AND SINGLE—PASS FILLETS WELDS GREATER THAN 5/16" EPDXY INSPECTOR TO VERIFY "SET" EPDXY INSTALLATION PER REPORT ER -1772. 05120: STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "AISC SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: STRUCTURAL W SHAPES 5, M, AND C SHAPES STEEL ANGLES PLATE MATERIAL STRUCTURAL PIPE STRUCTURAL TUBE HEADED STUDS WELDING ELECTRODES HIGH STRENGTH BOLTS ANCHOR BOLTS WOOD CONNECTION BOLTS ASTM A -992 Fy = 50 KSI ASTM A -36 Fy = 36 KSI ASTM A -36 Fy = 36 KSI ASTM A -36 Fy = 36 KSI ASTM A -53 GRADE B Fy = 35 KSI ASTM A -500 GRADE E3 Fy = 46 KSI ASTM A--108 E70 —XX ASTM A -325N BEARING TYPE (SNUG TIGHT) ASTM A -307 OR ASTM A -36 ASTM A -307 ALL WELDING SHALL CONFORM TO THE AWS 01 -1 "STRUCTURAL WELDING CODE ". ALL WELDING SHALL BE PERFORMED BY A WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) AND AMERICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS. ALL COMPLETE PENETRATION (CP) WELDS SHALL BE ULTRASONICALLY TESTED. ALL FILLET VIEWS SHALL BE VISUALLY INSPECTED. WELDS NOT NOTED TO BE 3/16" FILLET. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A-123, ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED ZINC—RICH PAINT COMPLYING WITH ASTM A -780, VOTES 05400: COLD FORMED METAL FRAMING LIGHT GAGE STEEL FRAMING MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS ", MATERIALS SHALL CONFORM WITH THE FOLLOWING: GAGE ASTM DESIGNATION MIN. Fy 0,0179" (25 GA.) TO 0.0451" (18 GA,) ASTM A653 SS GRADE 33 33 KSI 0,0538" (16 GA.) TO 0.1180" (12 GA.) ASTM A653 SS GRADE 50 50 KSI ALL MEMBERS SHALL BE GALVANIZED. ALL MEMBERS SHALL BE STAMPED WITH ICBO EVALUATION NUMBER, BASE METAL THICKNESS, AND YIELD STRENGTH, SIZE, SHAPE, AND GAGE SHALL BE AS INDICATED ON THE PLANS. SECTION DESIGNATIONS, SECTION PROPERTIES, ETC. ARE AS SET FORTH IN THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) "PRODUCT TECHNICAL INFORMATION" AND NOTED SUCH AS (600S162 -54): DEPTH (1/100 ") SHAPE WIDTH (1/100 ") MATERIAL THICKNESS (MILS.) 600 S 162 54 FASTENING OF COMPONENTS SHALL BE WITH SELF DRILLING SCREWS OR WELDING. WELDING OF COLD FORMED METAL FRAMING SHALL BE IN ACCORDANCE WITH AWS 01.3, SCREWS SHALL MEET THE REQUIREMENTS OF AISI SPECIFICATION E4, AND SHALL BE ICBO CERTIFIED FOR THE FOLLOWING LOADS: FRAMING THICKNESS MILS INCHES GAGE 18 0,0188 25 33 0.0346 20 43 0.0451 18 54 0.0566 16 68 0.0713 14 97 0.1017 12 ROOF: 5/8" 40/20 C —D APA COX #8 SCREW (0.164" DIA.) #10 SCREW (0,190" DIA.) SHEAR(LBS) PULLOUT(LBS) SHEAR(LBS) PULLOUT(LBS) 66 39 164 72 244 94 344 118 EPDXY ANCHORS: EPDXY TO BE 'SET' BY SIMPSON PER REPORT ER -1772. 177 84 263 109 370 137 523 173 523 173 06160: WOOD SHEATHING STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C—D INT APA WITH EXTERIOR GLUE (COX), ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND FASTENING UNLESS NOTED OTHERWISE PER PLAN: EDGE FIELD SCREWS SCREWS 6" 12" ALL ROOF SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE PER PLAN. 06185: STRUCTURAL GLUED LAMINATED TIMBER GLUED LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) IDENTIFICATION MARK. EXPOSED MEMBERS SHALL RECEIVE ONE COAT OF END SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. SHOP DRAWINGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: CAMBER TO R =2000' UNLESS NOTED. USE COMBINATION SYMBOL SPECIES SIMPLE SPAN BEAM 24F —V4 DF /DF CONTINUOUS BEAM 24F —V8 DF /DF CANTILEVER BEAM 24F—V8 DF /DF UNEXPOSED GLUED LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE. TYPICAL, UNLESS NOTED OTHERWISE. EXPOSED GLUED LAMINATED TIMBER SHALL BE APPEARANCE CLASS PER ARCHITECT. STRUCTURAL DRAWING SHEET INDEX SHEET S1 S2 S3 DESCRIPTION STRUCTURAL NOTES PLAN SECTIONS Dor)Hb6 DATE 04/08/08 04/08/08 04/08/08 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 .. 01 "3 City Of Ta.ak . f , BUILDING :Ali ' , RECE: CITY OF TUKW . APR 1 0 2008 PERMIT CENTER as cio r:4 „t 00 czt a c7o irire c.4 � pq � H I CT NEE INC. Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 208.285.4512 (V) 206.285.0618 (F) • V, D. J, ALUM. ALT, PRX. APPROX. CHI BLDG, B. BEN C, (G. N BN DRY, B.O.E. B.0,F, rs(OG. BRG. BIM. BTWN. C CAMB. CANT. CF C.I.P. C. J. CL CLG. CLR. COL. CONC. CONN, CONST. CONT, CTSK. CTR. CY d DB DBL. DEPT, DET. DF DIA. DI AG, DIAPH, DIM. DN. D.O. DP. D.S. DWG. DWL, EA E.F. E.J. EL. ELEV, EMBD. EN ENG, EQ. EQPT. E.W. EXP. EXST, EXT. FAB, FB FDN. F.F. FIN. FLG. FLR, FN F.O. F.O.C. F,O,M. F.O.S. F.O.W. FRM, F.S. FT. FRTW FTG, GA, GALV. GB. GLB GRD, GWB GYP. H. HD M.D.G. HDR. HGR. HORZ. HORIZ. HR H.S.B. HT, AND AT FEET(FOOT) INCH (INCHES) POUND(S) NUMBER EQUAL(S) ANCHOR BOLT ABOVE ADDITIONAL ADJACENT ALUMINUM ALTERNATE APPROXIMATE(LY) APPROXIMATE ARCHITECTURAL) BOTTOM BELOW BOUNDARY EDGE NAILING BRACED FRAME BUILDING BLOCK BLOCKING BELOW BEAM BOUNDARY NAILING BOUNDARY BOTTOM OF EXCAVATION BOTTOM OF FOOTING BRIDGE(ING) BEARING BOTTOM BETWEEN CAMBER CAMBER(ED) CANTILEVERED) CUBIC FOOT CAST IN PLACE CONSTRUCTION JOINT CENTER UNE CEILING CLEAR COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOS COUNTERSINK CENTER(ED) CUBIC YARD PENNY(NAILS) DROPPED BEAM DOUBLE DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIAGONAL DIAPHRAGM DIMENSION DOWN DITTO(REPEAT) DEEP DRAG STRUT DRAWING(S) DOWEL(S) EXISTING EACH EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EMBED(MENT) EDGE NAIL ENGINEER EQUAL EQUIPMENT EACH WAY EXPANSION EXISTING EXTERIOR GAUGE GALVANIZE(D) GRADE BEAM GLUE LAMINATED BEAM GRADE GYPSUM WALLBOARD GYPCRETE I.D. INSIDE DIAMETER I.E, INVERT ELEVATION I.F. INSIDE FACE IN, INCHE(S) INFO. INFORMATION INT, INTERIOR FABRICATION FLUSH BEAM FOUNDATION FINISH FLOOR FINISH(ED) FLANGE FLOOR FIELD (FACE) NAIL FINISHED OPENING FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FRAME(ING) FAR SIDE FEET(FOOT) FIRE RETARDANT TREATED WOOD FOOTING ABBREVIATIONS JST. JT. HORIZONTAL HOLDOWN HOT DIPPED GALVANIZED HEADER HANGER HORIZONTAL HORIZONTAL HEADER HIGH STRENGTH BOLT YD HEIGHT K LAT. LB, L.B. LG. LGTH, LGMF LLH LLV LSH LT. WT. L.W, MAS, MASN. MAT, MAX. M,B, MECH. MEZZ. MFR. MIN. MISC. MTL, (N) N,L.B. NO, N.S. N,T.S, O.C. O,D, O.F. O.H, OPNG, ORNT. OSB O,W,J. PAR. P/C PEN PERP. PL. PL PLMBG. PLYWD, PSF PSI P.T, PT R. RAD, RE: REF. REINF, REQ. R.F. R,O, R.S. SCH. SCL SCHED. SHT, SIM. SKW, 5.0.0. SPC, SPEC. SQ. STD. STGR, STIFF. S11R. STL, STRUC, STRUCT. SUSP. SYMM. T, T. &B. TEMP. T. &G. THK. THRD. TN T.O.S. T.O.W. TRANSV. T.O.S.. TYP. W/ w/o o, W.H.S. W.P, W.S. WT. W.W.F. X—STG XX —STG JOIST JOINT KIPS(1000) MASONRY MASONRY MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS METAL QTY, QUANTITY LATERAL POUND(S) LAG BOLT(S) LONGITUDINAL) LENGTH LIGHT GAUGE METAL FRAMING LONG LEG HORIZONTAL LONG LEG VERTICAL LONG SLOTTED HOLE(S) LIGHT WEIGHT LIGHT WEIGHT NEW NON —LOAD BEARING NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING ORIENTATE(ION) ORIENTED STRAND BOARD OPEN WEB JOIST PARALLEL PRECAST PANEL EDGE NAIL PERPENDICULAR PLATE PROPERTY LINE PLUMBING PLYWOOD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESERVATIVE TREATED POST TENSION(ED) RADIUS RADIUS REFERENCE REFERENCE REINFORCEMENT(ING) REQUIRED RIGID FRAME ROUGH OPENING ROUGH SAWN SCHEDULE STRUCTURAL COMPOSITE WOOD SCHEDULE SHEET SIMILAR SKEW(ED) SLAB ON GRADE SPACE(S) (ING) SPECIFICATION(S) SQUARE STANDARD STAGGER STIFFENER(S) STIRRUP(S) STEEL STRUCTURAL STRUCTURAL SUSPENDED(TION) SYMMETRICAL TOP TOP AND BOTTOM TEMPORARY TOUNGE AND GROOVE THICK(NESS) THREADED TOE NAIL TOP OF SHEATHING(SLAB) TOP OF WALL TRANSVERSE TOP OF STEEL TYPICAL U.N.O. UNLESS NOTED OTHERWISE U/S UNDERSIDE V. VERTICAL VERT. VERTICAL VIF VERIFY IN FIELD WIDE(WIDTH) WITH WITHOUT WOOD WELDED HEADED STUDS WORK POINT WELDED STUD WEIGHT WELDED WIRE FABRIC EXTRA STRONG DOUBLE EXTRA STRONG YARD STRUCTURAL 01000: GENERAL REQUIREMENTS THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHAWN, CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN, THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION, BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES, CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1- 800 - 424 -5555. 01100: CODE REQUIREMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE, 01200: DESIGN LOADS ROOF LIVE LOADS ROOF (SNOW) 25 PSF SNOW LOAD DESIGN DATA: Pg = 20 PSF, Pf = 20 PSF, Ce = 0.9, Is = 1.0, Ct = 1.0, WIND DESIGN DATA: BASIC WIND SPEED: WIND IMPORTANCE FACTOR: WIND EXPOSURE: TOPOGRAPHIC FACTOR 85 MPH (3— SECOND GUST) Iw = 1.0 EXPOSURE B Kt =1.67 INTERNAL PRESSURE COEFFICIENT: GCpi = +/— 0.18 COMPONENT /CLADDING WIND PRESSURE: P(C) = 20 PSF EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR: le = 1.0 SPECTRAL RESPONSE ACCELERATIONS: Ss = 1.50 SITE CLASS: SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS SDS = 1.01 SDI = 0.518 SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D 01300: GEOTECHNICAL INFORMATION ASSUME SOIL BEARING 2000 PSF, 51 = 0.518 01330: SHOP DRAWING SUBMITTAL PROCESS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISDICTION FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE REQUIRED FOR STRUCTURAL STEEL, GLUED LAMINATED BEAMS. 01400: SPECIAL INSPECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, IN ADDITION TO INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED IN IBC SECTION 1704 WHICH ARE SUMMARIZED ON SHEET SI. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN APPROVED AGENCY, THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH THEM TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD ON A REGULAR BASIS. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND THE CORRECTION OF ANY DISCREPANCIES SHALL BE PROVIDED PRIOR TO COMPLETION OF BUILDING FINISHES. WHERE FABRICATION OF STRUCTURAL COMPONENTS AND ASSEMBLES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED EXCEPT WHERE THE FABRICATOR IS REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1704,2.2, PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION REQUIRES THAT THE INSPECTOR BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. 01704: WELDING INSPECTOR TO VERIFY THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS PRIOR TO THE START OF THE WORK. PERFORM PERIODIC INSPECTION DURING WORK AND VISUAL INSPECTIONS OF ALL WELDS. CONTINUOS INSPECTIONS REQUIRED FOR COMPLETE AND PARTIAL PENETRATION GROOVE WELDS, MULTIPASS FILLET WELDS AND SINGLE—PASS FILLETS WELDS GREATER THAN 5/16" EPDXY INSPECTOR TO VERIFY "SET" EPDXY INSTALLATION PER REPORT ER -1772. 05120: STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "AISC SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: STRUCTURAL W SHAPES 5, M, AND C SHAPES STEEL ANGLES PLATE MATERIAL STRUCTURAL PIPE STRUCTURAL TUBE HEADED STUDS WELDING ELECTRODES HIGH STRENGTH BOLTS ANCHOR BOLTS WOOD CONNECTION BOLTS ASTM A -992 Fy = 50 KSI ASTM A -36 Fy = 36 KSI ASTM A -36 Fy = 36 KSI ASTM A -36 Fy = 36 KSI ASTM A -53 GRADE B Fy = 35 KSI ASTM A -500 GRADE E3 Fy = 46 KSI ASTM A--108 E70 —XX ASTM A -325N BEARING TYPE (SNUG TIGHT) ASTM A -307 OR ASTM A -36 ASTM A -307 ALL WELDING SHALL CONFORM TO THE AWS 01 -1 "STRUCTURAL WELDING CODE ". ALL WELDING SHALL BE PERFORMED BY A WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) AND AMERICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS. ALL COMPLETE PENETRATION (CP) WELDS SHALL BE ULTRASONICALLY TESTED. ALL FILLET VIEWS SHALL BE VISUALLY INSPECTED. WELDS NOT NOTED TO BE 3/16" FILLET. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A-123, ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED ZINC—RICH PAINT COMPLYING WITH ASTM A -780, VOTES 05400: COLD FORMED METAL FRAMING LIGHT GAGE STEEL FRAMING MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS ", MATERIALS SHALL CONFORM WITH THE FOLLOWING: GAGE ASTM DESIGNATION MIN. Fy 0,0179" (25 GA.) TO 0.0451" (18 GA,) ASTM A653 SS GRADE 33 33 KSI 0,0538" (16 GA.) TO 0.1180" (12 GA.) ASTM A653 SS GRADE 50 50 KSI ALL MEMBERS SHALL BE GALVANIZED. ALL MEMBERS SHALL BE STAMPED WITH ICBO EVALUATION NUMBER, BASE METAL THICKNESS, AND YIELD STRENGTH, SIZE, SHAPE, AND GAGE SHALL BE AS INDICATED ON THE PLANS. SECTION DESIGNATIONS, SECTION PROPERTIES, ETC. ARE AS SET FORTH IN THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) "PRODUCT TECHNICAL INFORMATION" AND NOTED SUCH AS (600S162 -54): DEPTH (1/100 ") SHAPE WIDTH (1/100 ") MATERIAL THICKNESS (MILS.) 600 S 162 54 FASTENING OF COMPONENTS SHALL BE WITH SELF DRILLING SCREWS OR WELDING. WELDING OF COLD FORMED METAL FRAMING SHALL BE IN ACCORDANCE WITH AWS 01.3, SCREWS SHALL MEET THE REQUIREMENTS OF AISI SPECIFICATION E4, AND SHALL BE ICBO CERTIFIED FOR THE FOLLOWING LOADS: FRAMING THICKNESS MILS INCHES GAGE 18 0,0188 25 33 0.0346 20 43 0.0451 18 54 0.0566 16 68 0.0713 14 97 0.1017 12 ROOF: 5/8" 40/20 C —D APA COX #8 SCREW (0.164" DIA.) #10 SCREW (0,190" DIA.) SHEAR(LBS) PULLOUT(LBS) SHEAR(LBS) PULLOUT(LBS) 66 39 164 72 244 94 344 118 EPDXY ANCHORS: EPDXY TO BE 'SET' BY SIMPSON PER REPORT ER -1772. 177 84 263 109 370 137 523 173 523 173 06160: WOOD SHEATHING STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C—D INT APA WITH EXTERIOR GLUE (COX), ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND FASTENING UNLESS NOTED OTHERWISE PER PLAN: EDGE FIELD SCREWS SCREWS 6" 12" ALL ROOF SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE PER PLAN. 06185: STRUCTURAL GLUED LAMINATED TIMBER GLUED LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) IDENTIFICATION MARK. EXPOSED MEMBERS SHALL RECEIVE ONE COAT OF END SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. SHOP DRAWINGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: CAMBER TO R =2000' UNLESS NOTED. USE COMBINATION SYMBOL SPECIES SIMPLE SPAN BEAM 24F —V4 DF /DF CONTINUOUS BEAM 24F —V8 DF /DF CANTILEVER BEAM 24F—V8 DF /DF UNEXPOSED GLUED LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE. TYPICAL, UNLESS NOTED OTHERWISE. EXPOSED GLUED LAMINATED TIMBER SHALL BE APPEARANCE CLASS PER ARCHITECT. STRUCTURAL DRAWING SHEET INDEX SHEET S1 S2 S3 DESCRIPTION STRUCTURAL NOTES PLAN SECTIONS Dor)Hb6 DATE 04/08/08 04/08/08 04/08/08 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 .. 01 "3 City Of Ta.ak . f , BUILDING :Ali ' , RECE: CITY OF TUKW . APR 1 0 2008 PERMIT CENTER as cio r:4 „t 00 czt a c7o irire c.4 � pq � H REMOVE SECTION OF CANOPY RE: ARCH. 4 -- I REMOVE CANOPY _<RE: ARCH. 23' -8 1 3 1 S3 ISTi 5/8a PLYWOOD l HSS 14xBx1/4 23'—O n ± 2 SIM. S3 I\ -- — r CANOPY TO REMAIN - ADD FASCIA FRAMING ` --<RE: ARCH. PARTIAL ROOF FRAMING PLAN s 3/4 x 281 /2 GLB HSS 1 4x6x1/4 23' -0% S3 \ --cRE: ARCH.> 16' -8't 1 NOTE: 6 3/4 x 281 /2 GM TO BE 2400F -V-8 W /NO CAMBER. a 1 1 (E) TO REMAIN NO WORK (E) MASONRY COLUMN TYP. (E) WIDE FLANGE SIGN COLUMN TYP. GRAPHIC SCALE —8 0 4 8 1 ( IN FEET ) 1 inch = 8 ft. Dob Partial Canopy Framing Plan SCALE: 1/$" = 1 '_ O ' APR , ? /i86 iippRofreo . l l �p� � � � l ore / � RECEIVED CITY OF TUKVVILA APR 10 2008 PERMIT CENTER RPM rffafEEPE EIREMEMERE cn c a) Cr) aQ E W 0 rn 0 0 z 0 0 0 r. r ct b1J • o4 a "c t ?—i F p: 4 4 ct 362s162-33 @ 48 "OC 6005162 -33 STUDS @16"00 1/2" PLYWOOD W / #8 SCREW @ MC EDGES, 12"0C FIELD. NOTCH PLYWOOD 3628162 -33 @ 48'OC GLB ARE: ARCH.> (EXISTING) (E) MAS. COLUMN OUTSIDE FACE OF CMU COLUMN FINISH SCALE: 3/8 " =1' -0" 1 (E)1 /2'DIA AB. @ 6-0 --, 7 (E) 2x8 PL SCALE: 3/4 " =1' -0" 7 S3 CLIP 183A. W /(3) #10 SCREWS TO JOIST & (4) #10 SCREWS TO WOOD EPDXY ANCHOR RE: PLAN SECTION (E) CANOPY FRAMING SCALE: 3/4 "= 1 12 5/83 CUPS L`l 8 1/2" END OF TRUSS PER DWG 13 /S3 ADD (1) 3/4" DIA. EPDXY ANCHOR BETWEEN (E) A.B. CUT 6"x6" HOLES IN PLYWOOD FOR VENTING RE: ARCH. @M 8' -8'± FIELD PER DWG PLAN VIEW RE: ARCH. • SECTION ? , SECTION 50 PLYWOOD W / #8 SCREW @ 6'OC EDGES, 12'OC FIELD. 600S162.33 @ 16 "0C -1 RE: ARCH. (E) 2x8 PL ADD 3 /4'DIA. EPDXY ANCHORS W /PL 1/4x3 x 0' -3" RE: SECTION 1 /S3 & 2/S3 FOR SPACING. fl r v / i 7 IA. A.B. PLYWOOD 18GA. BRAKE 81 #10 SCREW @ 8'OC (E) ROOF FRAMING (E) CMU WALL JOIST 12/S3 t (E) ROOF FRAMING (E) CANOPY TRUSSES O <RE: ARCH.> ORI . 612E-1 3625162 -33 @ 48 "OC 6008162-33 STUDS @ 16 "0C 1/2' PLYWOOD RE:1 /S3 3628162 -33 @ 45 °OC — (N) GLB -- (OMIT @ SIM.) HSS 14x6 <RE: ARCH. (E)OSTING) SCALE: 3/8 " =1' --0" SCALE: 3/4 " =1' -0" 8 1 1/2° MAX. (END OF (E) 01.13 TO FACE OF GLB) 600T150 -33 W / #10 SCREWS @ 8 "OC GUS PL 1 /4" EA. SIDE W /(4) 3/4' DIA. BOLTS RE: 8/83 OR 11/63 3/4" BRG PL PL 1/4x6 x 0' -11 1/2' EA. SIDE W /(2) 3/4' DIA. BOLTS (E) BRACKET 20GA. FURRING STUDS RE: ARCH. SCALE: 3/4 " =1' -0" 13 (E) WF COL L 4x4 HSS BEAM 10 S3 6/53 (E) WIDE FLANGE j I ! COLUMN I t /L i RE: ARCH. (E) MASONRY COLUMN SECTION 0 0 6" 4' 14/S3 1 112' SECTIO 5/8" PLYWOOD W / #8 SCREW @ 6'QC EDGES, 12 "00 FIELD. 600816243 @ 16'0C ADD (2) 3/4" DIA. EPDXY ANCHOR BEPNEEN (E) AB. @ MAS. COL. PLAN VIEW I RE: ARCH. 1 (E) PLYWOOD BRACE @ 48 "0C NOTCH PLYWOOD ; ! ,t BRACKET (E) GLB (N) GLB (3) #10 SCREW EA. END (E) TRUSS 12/S3 (E) ROOF FRAMING (E) GLB 200A. FURRING STUDS RE: ARCH. PLYWOOD STUCCO (E) SPLIT FACE MAS. COLUMN (E) CANOPY TRUSSES SLOPES 14 STEEL STUD JOIST (2) #10 SCREWS I PER STUD ---� 3628162 -33 EA. SIDE (E) PLYWOOD (E) TRUSSES -- <RE: ARCH. "V' (EXISTING) SCALE: 3/8 " =1' -0" (E) WIDE FLANGE COL SCALE: 3/4 " =1'-0" 9 STEEL STUDS 600T150 -43 W/.140' DIA. SHOT PIN @ 16 "0C 10 S3 (N) HSS BEAM L S3 (E) WIDE FLANGE COLUMN SCALE: 3/4 " =1' -0" O GRE: ARCH.> N; 600S162 -43 STUDS @ 16 "0C 1/2' PLYWOOD EA. SIDE --- r ' r 1 i 1 A n h PLAN VIEW 0 0 SECTION 1/4 1/4 (E) WF COL (REMOVE STEEL TRUSS) (N) GLB (2) #10 SCREWS SECTION L 4x4x18GA. CONT. { (I\-- STEEL STUD JOIST (2) #10 SCREWS PER STUD (2) #10 SCREWS (2)16d 2x4 @ 16'0C SPAN TWO TRUSSES PL 3/8x4 x 1'-4 1/2' W /(8) SDS25200 SCREWS (EA. SIDE) (E) GLB (E) MAS. COL (E) TRUSS NOTCH _ PLYWOOD (3) #10 SCREWS EA. END �--- (N) BRACKET RE: 13/S3 &8153 PLEA SIDE (E) BUCKET (E) CMU COL S SCALE: 3/8 " =1' -0" 4 SCALE: 3/4 " =1' -0" 10 (E) WIDE FLANGE COL SCALE: 3/4 " =1' -0" 15 SECTION SECTION SECTION MINMEMPRI PLYWOOD - <RE: ARCH. 362T150-33 5 6 11 16 3628162 -33 (3) #10 SCREWS PLYWOOD OVER FURRING RE: ARCH. SCALE: 3/4 =1' -0" PLYWOOD <RE: ARCH.> 362T150-23 3626162 -33 3628162-33 — (COPE FLANGES AS NEEDED) PLYWOOD OVER FURRING RE: ARCH. PLYWOOD RE: ARCH. 4E: ARCH,> SCALE: 3/4 " =1' -0" SCALE: 3/4' =1' --0" SCALE: 3/4" =1' -0" RE ARCH. RE: ARCH. SECTION t SECTION PLAN VIEW 183A. L (3) #10 SCREWS (3) #10 SCREWS 180A. BRAKE SHAPE REVIEWED FOR CODE COMPLIANCE APPROVED , APR 2 NOI( City Of Tukwila SECTION 18GAL (4) #10 SCREWS 18GA, BRAKE SHAPE 7. 5/8' PLYWOOD JOIST 3628162 -33 5/8' PLYWOOD JOIST 3628162 -33 RECEIVED CITY OF TUKWI APR 10 200 PERMIT CENT R • r*i o0 Q' 0C Oti W e- r Ct N pc) ( S3