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Permit D07-283 - KOHL'S - APPAREL RETRIEVAL SYSTEM
KOHL'S 17150 SOUTHCENTER PY D07 -283 Parcel No.: 2623049080 Address: 17150 SOUTHCENTER PY TUKW Suite No: Tenant: Name: KOHL'S Address: 17150 SOUTHCENTER PY , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: Contact Person: Name: DAR/AN CHARBONEAU Address: 8005 SE 28 ST , MERCER ISLAND WA 98040 Phone: 206 510 -1663 Contractor: Name: BAYLEY CONSTRUCTION A GEN. PTNSHP Address: PO BOX 9004 , MERCER ISLAND, WA 98040 -9004 Phone: 206 - 621 -8884 Contractor License No: BAYLECG034JC DESCRIPTION OF WORK: INSTALL APPAREL RETRIEVAL SYSTEM Value of Construction: $50,000.00 Type of Fire Protection: Type of Construction: doc: IBC -10/06 Citof 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 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D07 - 283 Issue Date: 09/06/2007 Permit Expires On: 03/04/2008 Expiration Date: 12/31/2007 Fees Collected: $1,321.17 International Building Code Edition: 2006 Occupancy per IBC: D07 -283 Printed: 09 -06 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City 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 Permit Number: D07 -283 Issue Date: 09/06/2007 Permit Expires On: 03/04/2008 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: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and�ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie 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 perfo ce of work. I am authorized to sign and obtain this development permit. Signature: V v "Y ( Date: - 6 ? Print Name: V 0 /t VO 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. doc: IBC - 10/06 N Date: 0 WO' D07 -283 Printed: 09 -06 -2007 City of Tukwila Parcel No.: 2623049080 Address: 17150 SOUTHCENTER PY TUKW Suite No: Tenant: KOHL'S 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 PERMIT CONDITIONS Permit Number: D07 -283 Status: ISSUED Applied Date: 07/30/2007 Issue Date: 09/06/2007 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: 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. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 8: 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. doc: Cond -10/06 * *continued on next page ** D07 -283 Printed: 09 -06 -2007 Signature: Print Name: f40- \10 41 vo 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: C doc: Cond -10/06 D07 -283 Printed: 09 -06 -2007 CITY OF TUKWIL" Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Site Address: 15-0 itn,L'hcer ( PGCKGCl- f , T4.4 Tenant Name: 140 Dee01/4Wlenf 5ttrf Property Owners Name: W t h p ro f e r 1I e 5 Mailing Address: ti ¶ 1 1 1 3 t PL 5F_ Name: flat -to^ r ln(t(lomeA A Mailing Address: epos 51= 25 tGt 5 t. el.irca/t L E -Mail Address: tisehMINSIIIIMIteliner@ I c., ( C f . o Company Name: crt (e-f Com V G-�'t2✓l Mailing Address: 9 d J r Sh 14 \ s p. Contact Person: Dar Lk n G 44th ct n e'l- E -Mail Address: jot r tit n C A t-t I e. f . n e. `6 Contractor Registration Number: i#3 Y Lt C G 0 ?'1 S Company Name: 4 cievTec r Ci't(l 141 I l Mailing Address: 2. q /J. ; ma w�- f Suite Number: Be II CV " City Mc M, l wc Kee Contact Person: u l7 S k 'Cc' 1 E -Mail Address: hull . 51 C . K e �. a e I • (p M Fax Number: Q: Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Public Works Permit No. Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 24..2_30 X03 d Floor: New Tenant: ❑ Yes ❑..No �A Day Telephone: 2 - S1 0 - 166? q 00 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Metter tt W 6 qg o '/o City State Zip Fax Number: 206 3 LE 3- 772- g GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) 'ter (c W ft0 City State Zip Day Telephone: 21(o rio -r bE Fax Number: Z-06 3 q3 - 7 7 LI Expiration Date: , /...13 I / 0 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record tN ( 53 2 A 2 — fS City State Zip Contact Person: 1 Qt'r S torn! ]° Day Telephone: y 1 q 2-76 " 1 760 E -Mail Address: ) e.“ 5 - fu pJ e tO 4, bro eJ Qranut l of &►vt Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: A0•16 (J5e GN1sn 64) Mailing Address: I,J66 NJ . 2.1.5 - C 0 MMCrCe touet 5Nr1e CO State ( 510 City Day Telephone: 261-- 3 7C U L ?,62 3-7 - g ls'6 5► Page 1 of 6 BUILDING PERMIT INFORMN "ION - 206- 431 -3670 Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised 9 -2006 bh Valuation of Project (contractor's bid price): $ ' tl (9O Existing Building Valuation: $ Scope of Work (please provide detailed information): Tit ( it ell 11,1 ((W1 c2 0 1111ur°f (t t/'teiot Will there be new rack storage? Ek... -Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in uare Footage Below l' Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Interior Remodel Addition to Existing Structure 1 f (V Type of Construction per IBC" Et -3 Type of Occupancy 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: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ 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 Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits 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 0 W j�1 ER OR AJ,ITHORIZED AGENT: Signature: '( J U�' Date: 7 0 `v 7 Print Name: Ni ©AX) �o Mailing Address: t PU S F L$ ft St, Date Application Expires: Date Application Accepted: . 7 -3 0 -C' Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: 20( - 7A - q 56 6 piers rr^utuna Cit c)(+ State Staff Initials: f' V \ Rt‘U'-t Zip Page 6 of 6 Receipt No.: R07 -01529 Payee: BAYLEY CONSTRUCTION TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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.: 2623049080 Permit Number: D07 -283 Address: 17150 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 07/30/2007 Applicant: KOHL'S - GARMENT RACK Issue Date: Initials: WER Payment Date: 07/30/2007 04:01 PM User ID: 1655 Balance: $0.00 Payment Check 657604 1,321.17 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $1,321.17 Amount 797.98 518.69 4.50 Total: $1,321.17 0889 07/31 0710 TOTAL 1321.17 doc: Receipt -06 Printed: 07 -30 -2007 Project: • � ,� ( Type of Inspection: F 1 N D / i3U, .1C/14,14 Address: v c �� pate CaU CO[� � / Called: Special Instructions: apf a if ✓'CGet/viz/ ��LL� e i y A , y ��,��r"�G� / (sete � �� " r , Date Wanted: a.m. ( - -- p:m: //- 9- cf 7 Requester: Phone No: � /' i / INSPECTION NO. INSPECTION RECORD Retain a copy with permit Do- -,2 '3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: g.) C Inspe Date: / ` 0 /17 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: E t FILE COPY permit No. c _ c �..��lot1�. ize kohl's : :pt Garment Retrieval Systern Location: 17200 Southcenter Pkwy. Tukwila, WA 98188 Prepared For: Triad Handling Systems, Inc. New Canaan, CT 06840 Prepared By: Andrew L. Kirby Consulting Engineer 29653 Quail Run Dr. Agoura Hills, CA 91301 Ph. (818)735 -0719 Fax (818)735 -0355 Andrew L. Kirby, P.E. Job Number 0927 May 2, 2007 This Document and the design it contains is copyright by Andrew L. Kirby, PE. It is provided as an instrument of service, and shall not be reproduced in any fashion without prior written permission. Notice to Building Departments I f this calculation is submitted for building permit approval, it shall contain all sheets of calculations as listed in the table of contents on the next page(s), and shall be accompanied by all drawings listed in Section 1. All documents shall bear appropriate seals and signatures in ink of a contrasting color with the same Job Number Reference. I REPRODUCTIONS OF SIGNED COPIES ARE INVALID, SEE OUR TRANSMITTAL FOR INSTRUCTIONS AND REMARKS. FURNISH AS SUBMITTED ❑ REVISE AND RESUBMIT ❑ FURNISH AS CORRECTED ❑ FURTHER APPROVALS REQUIRED SHOP DRAWINGS HAVE BEEN REVIEWED FOR CONFORMITY WITH THE DESIGN REQUIREMENTS AS SHOWN ON THE STRUCTURAL DRAWIN @S, QUANTITY AND ADAPTATION OF THE MATERIAL ARE THE RESPONSIBILITY OF THE FABRICATOR, AMMO.% E SI EERUIS - STRUCTURAL CONSULTANT DATE I -o7 REVIEWED FOR CODE COMPLIANCE APPROVEr AUG 3 0 2007 y Of Tukwila BUILDING DIVISION 'EXPIRES 6 -IL-©6 I : 283 REC dVED JUL 3 0 2007 PERMIT CENTER Project: Kohl's May 2, 2007 Andrew L. Kirby, PE CONSULTING ENGINEER Table of Contents 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Andrew L. Kirby 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.1.1 "Triad" Garment Retrieval System 1 1.2.2 Seismic 1 1.2.2.1 Garment Retrieval System 1 1.2.2.1.1 IBC Zone 4 1 1.2.2.1.1.1 Supported -on- Elevated Floor 1 1.2.2.1.1.1.1 General (IBC 1621.1.3) 2 1.2.2.1.1.2 Supported on (E) Slab -on -Grade 2 1.2.2.1.1.2.1 General (IBC 1622) 2 1.2.2.1.2 CBC Zone 4 3 1.2.2.1.2.1 Supported -on- Elevated Floor 3 1.2.2.1.2.1.1 General (CBC 1632) 3 1.2.2.1.2.2 Supported on (E) Slab -on -Grade 3 1.2.2.1.2.2.1 General (CBC 1634) 3 2 "Triad" Garment Retrieval System 4 2.1 Components and Geometry 4 2.1.1 Floor Supported (Slab -on -Grade plus Elevated Floor) 4 2.1.2 Ceiling Hung (w/Track Parallel to Roof Joists) 4 2.1.3 Ceiling Hung (w/Track Perpendicular to Roof Joists) 5 2.2 Check Rail 5 2.2.1 Design Forces 5 2.2.2 Rail Properties 5 2.3 Check Cross -Arm 5 2.3.1 Design Forces 5 2.3.2 Arm Properties 6 2.4 Slab -on -Grade Supported 6 2.4.1 Posts up to 198" Tall 6 2.4.1.1 Check Columns 6 2.4.1.1.1 Dead plus Live Loads 6 2.4.1.1.2 Post Properties & Capacities (net section) 6 2.4.1.1.3 Post - Combined Stresses 6 2.4.1.1.4 Base Plates 7 2.4.1.1.5 Seismic 7 2.4.1.1.5.1 Base Shear 7 2.4.1.1.5.2 Design Forces 8 2.4.1.1.5.3 Post - Combined Stresses 8 2.4.1.1.5.4 Base Plates 8 2.4.2 Posts up to 273" Tall (Possible Future) 9 2.4.2.1 Check Columns 9 2.4.2.1.1 Dead plus Live Loads 9 2.4.2.1.2 Post Properties & Capacities (net section) 9 2.4.2.1.3 Post - Combined Stresses 9 2.4.2.1.4 Base Plates 2.4.2.1.5 Seismic 10 2.4.2.1.5.1 Base Shear 10 2.4.2.1.5.2 Design Forces 11 2.4.2.1.5.3 Post - Combined Stresses 11 2.4.2.1.5.4 Base Plates 11 Copyright a by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet ii Project: Kohl's May 2, 2007 Andrew L. Kirby, PE CONSULTING ENGINEER 2.5 Supported on Elevated Floor 12 2.5.1 Posts up to 126" Tall (Possible Future) 12 2.5.1.1 Check Columns 12 2.5.1.1.1 Dead plus Live Loads 12 2.5.1.1.2 Post Properties & Capacities (net section) 12 2.5.1.1.3 Post - Combined Stresses 12 2.5.1.2 Base Plates 12 2.5.1.3 Seismic Design Checks 13 2.5.1.3.1 Base Shear 13 2.5.1.3.2 Check Posts 13 2.5.1.3.2.1 Dead plus Live Loads 13 2.5.1.3.2.2 Post Properties & Capacities (net section) 14 2.5.1.3.2.3 Post - Combined Stresses 14 2.5.1.3.3 Base Plates 14 2.5.2 Posts up to 178" Tall (Possible Future) 15 2.5.2.1 Check Columns 15 2.5.2.1.1 Dead plus Live Loads 15 2.5.2.1.2 Post Properties & Capacities (net section) 15 2.5.2.1.3 Post - Combined Stresses 15 2.5.2.2 Base Plates 15 2.5.2.3 Seismic Design Checks 16 2.5.2.3.1 Base Shear 16 2.5.2.3.2 Check Posts 16 2.5.2.3.2.1 Dead plus Live Loads 16 2.5.2.3.2.2 Post Properties & Capacities (net section) 17 2.5.2.3.2.3 Post - Combined Stresses 17 2.5.2.3.3 Base Plates 17 2.6 Ceiling Hung 18 2.6.1 Check Header 18 2.6.1.1 Design Forces 18 2.6.1.2 Rail Properties 18 2.6.1.3 Rail Properties 18 2.6.2 Check Hangers 18 2.6.3 Seismic Design Checks 18 2.6.3.1 Base Shear 18 2.6.3.2 Check Seismic Bracing 18 2.6.3.2.1 Design Forces 18 2.6.3.2.1.1 Horizontal 18 2.6.3.2.1.2 Diagonal 19 2.6.3.2.2 Brace Capacities 19 2.6.3.2.2.1 Horizontal 19 2.6.3.2.2.2 Horizontal 19 2.6.3.2.2.3 Diagonal 19 Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet iii Drawing Number Sheet Rev Remarks Drawing # 00 -07 1 of 1 3 Hangrail Trolley System Project: Kohl's May 2, 2007 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of draw- ings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. Note: All attachments to the existing building structure have been reviewed and approved by the EOR for the building. All comments and concerns regarding the approval for all (E) systems to safely support the proposed Garment Conveyor System should be directed to the EOR for the (E) Building [Ambrose Engineering, Inc., Contact: Bob Steckle, PE (Ph. 262 - 377 - 7602)]. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Andrew L. Kirby TC -01 j.2 Loads 1.1.1.2 By Others Triad Handling Systems, Inc.: 1.2.1 Vertical (Dead plus Live) Andrew L. Kirby, PE CONSULTING ENGINEER 1 " T Garment Retrieval Sysitm DL < 5 plf/Rail per Side LL < 30 plf/Rail per Side 1.2.2 Seismic Note: Conservatively, this design is checked to the more stringent Near Fault lateral force requirements of IBC Zone 4 and CBC Zone 4 regardless of geographical location. 1.2.2.1 Garment Retrieval System 1.2.2.1.1 IBC Zone 4 1.2.2.1.1.1 Supported -on- Elevated Floor Copyright o by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 1 Project: Kohl's May 2, 2007 1.2.2.1.1.1.1 General (IBC 1621.1.3) 0.3S oS I P W P <_ F P s 0.4a R SoSIP( 1 +2h 2E)- -p< 1.6SDSIPWP P I l\ I Where: SDS = (2 /3)SMS SMS =F Note: For working stress designs: Seismic forces may be reduced by 1.4 For default soils: per IBC 1605.3.2 F =1.0; S <2.00 Per IBC Table 1621.3, Item #le a =1.0 F =2 I p =1. 00 Substitution yields: l 0.286W P <_ F = 0.152( 1 + 2h)W <_ 1.524W,, 1.2.2.1.1.2 Supported on (E) Slab -on -Grade 1.2.2.1.1.2.1 General (IBC 1622) 0.14S W <_ V — S RT E W < S R I E W Given: SDS = (2 /3)SMS SD 1= (2 /3)SM 1 Andrew L. Kirby, PE CONSULTING ENGINEER R =2.0 Longitudinal & Transverse SMS =F SM1 =F T= Structure Period (sec.) WSeismic= DL+ 100% of LL (very conserva- For default soils: tive). F =1.0; S <2.00 F =1.5; Si <0.60 Here, for IE =1.0 (non - essential facility nor open to the general public, Back Room Garment Retrieve] System Only) Substitution yields: 0.133W < — V = 0.2'4 <0.476W T may be determined by any rational method. Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 2 Note: For working stress designs: Seismic forces may be reduced by 1.4 per IBC 1605.3.2 Project: Kohl's May 2, 2007 1.2.2.1.2 CBC Zone 4 1.2.2.1.2.1 Supported -on- Elevated Floor 1.2.2.1.2.1.1 General (CBC 1632) C 0. 7C I <F p= a p 1 +3hxr)Wp <4.0CQIpWp Where: C =0.44N 1 0 <N =<1.5 Note: For working stress designs: Per CBC Table 16 -0, Item #3B Seismic forces may be reduced by 1.4 a =1.0 per CBC 1612.3.1 It =3 0 Ip 1.00 For this site (<2 km from a "Class A" fault): N <1.3 Note: As specified in 1630.2.3.2, for systems without structural irregularities the Near Source Factor "N need not exceed 1.3. Substitution yields: / l 0.286W < = 0.1361 1 +3 IW <_ 1.63W r 1.2.2.1.2.2 Supported on (E) Slab -on -Grade 1.2.2.1.2.2.1 General (CBC 1634) 0.8ZN,1 C 2.5C O.11C R W5V =R7,W< R W For default soils: C 0.44N C = 0.64N Soil Profile Type =SD I =1.00 Andrew L. Kirby, PE CONSULTING ENGINEER T= Structure Period (sec) WSeismic= DL+ 100% of LL (very conservative). For this site (<2 km from a "Class A" fault): N <1.3, N <2.0: Note: As specified in 1630.2.3.2, for systems without structural irregularities the Near Source Factor "N need not exceed 1.3. Substitution yields: 0.252 W 0.126W <_V 5 , 0.352W T may be determined by any rational method. Copyright 0 by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 3 Note: For working stress designs: Seismic forces may be reduced by 1.4 per CBC 1612.3.1 R =2.9 per CBC Table 16A -P, item #5.2 Project: Kohl's May 2, 2007 2 "Triad" Garment Retrieval System Ref: "Zucchetti" Layout Plan, Drawing No. 00 - 07. 2.1 Components and Geometry 2.1.1 Floor Supported (Slab -on -Grade plus Elevated Floor) Hit (2) 3/B' DIM A -307 KITS PER [MECUM (TM IY C 2 -3/4x1 -9/16, 9 6.. SWIFT MM MP) C 1- 9/16,1 -9/16, 14 60. ./ 9/16' LIPS SUPPORT RAIL (TYP.) L 1- 3/4x1 -3/4x 1/4' Diag. Support Brace @ max. 8' -0' o.c. w /Min. L 3x3x 1/4' x 2 -1/4' Long End Clips (Typ.) for Y)6' Trolley Track & Frame (Typ.) Cont. L 3x3x 1/4' w/ (1/2') Dian. Bolts @ Each Header (Typ.) Andrew L. Kirby, PE CONSULTING ENGINEER 7/16 NM IELE ./ 3/D' DIM JILT (TYP/ C 2 3/9,1 9/16x 9 64 IMO ARM (T)9! CEILING SUPPORTED w /TRACK PARALLEL TO ROOF JOISTS C 1-9/16x1 -9/16, 14 TA P / 9/16' LIPS SIPPO T T r + i AIL MP] M(oOME. 2 -VL' MAX STD. w M) NA 1/2' ion Mewrs/P.s4 01,27 PIPE MUM (TYP/ TROLLEY SUPPORT DETAILS() MAX SWPOITEI 4' -6' MAX (TYP.) HANGRAIL TROLLEY SYSTEM PIMI MI 13' -0' MAX. (TYP.) 2.1.2 Ceiling Hung (w /Track Parallel to Roof Joists) SEE STRUCTURAL DRWS Max. 72' (Typ.) 1.0 (TYP I See Kohl's Fixture Layout Plan 1 (Sheet SS2) For Track Spacing TROLLEY SUPPORT DETAILS TYP. BASE PLATE DETAILS 2 -1/2' JIM STe PIPE COLUMN (TTP.) L 1- 3/4x1 -3/4x 1/4' Diag. Support Brace @ max. 8' -0' o.c. w /rein. L 3x3x 1/4' x 2 -1/4' Long End Clips (Typ.) (E) Roof Joists (Typ.) Cont. L 3x3x 1/4' Header @ Max. 8' - 0' o/c w /1/2' Dian. Bolts to (E) Bin, Chord within 6' of Joist Panel Point (Typ.) Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 4 Project: Kohl's May 2, 2007 21 •ili L R Bay M <_ 8 =3.4 inch kips 2.2.2 Rail Properties ;.3.1 Design Forces Hn' .' Tr k rn L 1- 3/4x1 -3/4x 1/4' Dag. Brace @ max. 8' -0' o.c, w/ (1/2') Dian. Bolts w/ L 3x3x 1/4' x2 -1/4' Long End Clips for Y>6' Trolley Track & Frame (Typ.) Cont. L 3x3x 1/4' w/ (1/2') Dian. Bolts @ Header (Typ.) C 1- 9/16x1 -9/16x 14 Ga. w/ 9/16" Returns 2.3 Check Cross -Arm LA < [0.005 +(0.030)](8)<280 lbs WA <16-1/2 inches Andrew L. Kirby, PE CONSULTING ENGINEER s M M 5 LArm Arm '" 0.60F =4.6 inch kips =0.21 in FOR (E) JOISTS SEE STRUCTURAL DRWS PER FOR / / 7/ \\ / 7/\� - - /\C // \\ // \\ // \ /% `1 \� 6' MAX. (TYP.) -- -�/L -- /L— Cont. L 3x3x 1/4' Header @ Each Joist w/ (2) 1/2' Dian Bolts @ Each Trolley Support (TYP.) Hang a n Rod Each Joist I See Kohl's Fixture Layout Plan (Sheet S52) For Track Spacing R L 1- 3/4x1 -3/4x 1/4' Dog. Support Brace @ max. E -0' o.c. w /nin. L 3x3x 1/4' x 2 -1/4' Long End Clips for Y>6' (Typ.) TROLLEY SUPPORT DETAILS -- CEILING SPICED r/TRACK PERPENDICULAR TO ROff JOISTS — — 2.2 Check Rail LR +0.030](8)= 280lbs; WB <96 inches (Conservative, actual < 54 ") 2.2.1 Design Forces M S 5 0.66Fy =0.15 in (F > 36 ksi) S =0.17 in I =0.14 in O.K. Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 5 Project: Kohl's May 2, 2007 2.3.2 Arm Properties x- x 2.4.1 Posts up to 198" Tall P M P M =0.31<1.00 O.K. Andrew L. Kirby, PE CONSULTING ENGINEER Arm D =2.76 in W=1.58 in t =9 Ga. S =0.49 in I =0.76 in O.K. Job No. 0927 Sheet 6 2.4 Slab -on -Grade Supported Note: Conservatively, allow for additional vertical load of 270 lbs at top of post to include possible weight of motor. 2.4.1.1 Check Columns Note: This design uses the "ASCE Effective Length & Notional Load Approach for Assessing Frame Stability ". Conservatively, this design assumes a notional load coefficient of 1% to include P -Delta effects (> 0.005% recommended by the ASCE task force) 2.4.1.1.1 Dead plus Live Loads One Side Loaded P < (0.28+0.27)=0.55 kips Primary Moment M < 15 PArm = (15x0.28) =4.2 in -kips Instability Moment V <(0.01)(0.55) =0.006 kips M < VH = ( 0.006)(198) =1.1 in -kips MTotal <(4.2+ 1.1) =5.3 in -kips 2.4.1.1.2 Post Properties & Capacities (net section) A =1.70 in 2-1/2" STD. PIPE S=1.06 in r =0.95 in 2.4.1.1.3 Post - Combined Stresses One Side Loaded Both Sides Loaded P<[(2)(0.28)+0.27]=0.83 kips Primary Moment M < 0.0 in -kips Instability Moment V < (0.01)(0.83) =0.008 kips M < VH = ( 0.008)(198) =1.6 in -kips MTotal < (0.0+1.6)=1.6 in - kips KL /r < (1.0x198)/0.95 =208 F =3 744 ksi P =5.8k M, =25. k Both Sides Loaded P M _+ Pa M =0.21 <1.00 O.K. Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Project: Kohl's May 2, 2007 T R= a' (D- a -x /3)' 0 D' Andrew L. Kirby, PE CONSULTING ENGINEER 2.4.1.1.4 Base Plates Note: One side loaded governs by inspection. Per Section 2.4.1.1.1 above: P<0.55 kips & M<5.3 inch -kips. Here, D= 10.0 ", B= 10.0 ", a =1.0" & t ='h" Pp P +T <x /3) t T =0.15 kips Use min. 'h" diam. ICBO approved expansion anchors. Mini- O.K. mum embedment 3-1/2" into slab. 2.4.1.1.5 Seismic Note: Two Sides loaded governs by inspection. Conservatively, assume WSeismic= DL+ 100% of LL (very conservative). 2.4.1.1.5.1 Base Shear Determine Period -These uprights may conservatively be considered as cantile- vered columns ignoring any rotational restraint provided by the upper beam to post connectors: Accordingly "Roark, 6th Edition, Chapter 15- Table 36 Case 3a." is used to deter- mine the fundamemtal period: Where: G = Gravitational acceleration W = Load per Post E = Young's Modulus I = Moment of inertia of Post Substitution yields, T> 2.2 sec. 2n W L T 1.732 FIG Job No. 0927 Sheet 7 Cale. "x ": From equilibrium, EM, = 0 (p)(2- a) +M -(R)I D -a - I =0 Where: R =('h)F .x.B & F =(4/3 )[0.35f =1.87 ksi Solving the quadradic equation yields: x= 0.09" Calc. "R ": From equilibrium, EF,, = 0 R a P +T = 0.SB(x)(F p ) substitution yields: R =0.84 kips Thus, T= R- P =0.30k or 0.15k /Anchor Check Plate Bending: / ((D -d x M plate— 2 () } =2 . 9nch_kiPs Ma> (4 /3)S =15.0 in-kip O.K. For units = kips inches, seconds G = 386 in/secc E = 29,000 kips /in Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Project: Kohl's May 2, 2007 Thus: Andrew L. Kirby, PE CONSULTING ENGINEER V <0.11W, conservatively use y< 0.15W (to include frame instability & P -Delta effects) 2.4.1.1.5.2 Design Forces P <0.83k; V < (0.15)(0.83) =0.12k M < Vh <(0.12x198)=23.8 inch kips 2.4.1.1.5.3 Post - Combined Stresses 2.4.1.1.5.4 Base Plates Note: Both sides loaded governs by inspection. Per Section 2.4.1.1.5.2 above: P <0.83 kips & M <23.8 inch -kips. Here, D=10.0", B=10.0", a=1.0" & t=1/2" co T R= a' (D- a -x /3)' • ,!, 0 • D' Pp P +T (x /3) P M — +— ' a M a =1.09 <1.33 O.K. t• T =1.1 kips Use min. th" diam. ICBO approved expansion anchors. Minimum embedment 3-1/2" into slab. Solving the quadradic equation yields: x= 0.33" Calc. "R ": From equilibrium, EF,, - R- P +T- 0.5B(x)(F p ) O.K. Copyright a by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 8 Calc. "x ": From equilibrium, EM s 0 1 (P)I - a) +M -(R)I ( D -a -5)- 0 Where: R= (th)F & F = (4/3)[0.35f =1.87 ki substitution yields: R =3.0 kips Thus, T= R- P =2.2k or 1.1k /Anchor Check Plate Bending: M ( (D � R —2c/c) 1 1 3J1 10.3tnch - kips Ma> (4 /3)S =15.0 in -kip O.K. Project: Kohl's May 2, 2007 Andrew L. Kirby, PE CONSULTING ENGINEER Job No. 0927 Sheet 9 2.4.2 Posts up to 273" Tall (Possible Future) 2.4.2.1 Check Columns Note: This design uses the "ASCE Effective Length & Notional Load Approach for Assessing Frame Stability ". Conservatively, this design assumes a notional load coefficient of 1% to include P -Delta effects (> 0.005% recommended by the ASCE task force) 2.4.2.1.1 Dead plus Live Loads One Side Loaded Both Sides Loaded P<(0.28 +0.27) =0.55 kips Primary Moment M < 15PA (15x0.28) =4.2 in -kips Instability Moment V < (0.01)(0.55) =0.006 kips M < VH = (0.006)(273) =1.5 in -kips MTotal < (4.2 +1.5)=5.7 in -kips 2.4.2.1.2 Post Properties & Capacities (net section) A =2.68 in 3 -'A" STD. PIPE S =2.39 in r =1.34 in 2.4.2.1.3 Post - Combined Stresses One Side Loaded P M P M =0.16<1.00 O.K. P < ((2)(0.28) +0.27] =0.83 kips Primary Moment M <0.0 in -kips Instability Moment V < (0.01)(0.83) =0.008 kips M<VH= (0.008)(273) =2.3 in -kips MTotal < (0.0 +2.3) =2.3 in -kips KL /r < (1.0x273)/1.34 =204 F =370 ksi P =9.6k 1Vl =56.8 Both Sides Loaded P M P M =0.13 <1.00 O.K. Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Project: Kohl's May 2, 2007 2.4.2.1.4 Base Plates Note: One side loaded governs by inspection. Per Section 2.4.2.1.1 above: P <0.55 kips & M <5.7 inch -kips. Here, D= 12.0 ", B= 12.0 ", a =1.0" & t =5/8" T R= a' (D- a -x /3)' 0 D' Andrew L. Kirby, PE CONSULTING ENGINEER Pp P +T (x /3) t' _ 2n WL T 1.732 EIG Job No. 0927 Sheet 10 Calcc. "x ": From equilibrium, EM A = 0 (P)I - a)+ M -(R)I D -a- 0 Where: R =('h)F .x.B & F = (4/3)[0.35f (A2 /A1) =1.87 ksi Solving the quadradic equation yields: x= 0.07" Calc. "R ": From equilibrium, E F,, = 0 R =P +T =O.SB(x)(F substitution yields: R =0.77 kips Thus, T= R- P =0.22k or 0.11k /Anchor Check Plate Bending: M R( 2 d ` ) ( )) =3.1inch_kiPs p(ata < l Ma> S x Fb =21.1 in -kip O.K. T =0.11 kips Use min. t/" diam. ICBO approved expansion anchors. Mini- O.K. mum embedment 3-1/2" into slab. 2.4.2.1.5 Seismic Note: Two Sides loaded governs by inspection. Conservatively, assume WSeismic= DL+ 100% of LL (very conservative). 2.4.2.1.5.1 Base Shear Determine Period -These uprights may conservatively be considered as cantile- vered columns ignoring any rotational restraint provided by the upper beam to post connectors: Accordingly "Roark, 6th Edition, Chapter 15- Table 36 Case 3a." is used to deter- mine the fundamemtal period: Where: G = Gravitational acceleration For units = kips inches, seconds W = Load per Post G = 386 in/sech E = Young's Modulus E = 29,000 kips /in I = Moment of inertia of Post Substitution yields, T> 2.0 sec. Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Project: Kohl's May 2, 2007 Thus: V <0.12W, conservatively use y< 0.15W (to include frame instability & P -Delta effects) 2.4.2.1.5.2 Design Forces P <0.83k; V <(0.15)(0.83)=0.12k M < Vh <(0.12x273)=32.8 inch kips 2.4.2.1.5.3 Post - Combined Stresses 2.4.2.1.5.4 Base Plates Note: Both sides loaded governs by inspection. Per Section 2.4.2.1.5.2 above: P <0.83 kips & M <32.8 inch -kips. Here, D= 12.0 ", B= 12.0 ", a =1.0" & t =5/8" o.1 a' (D- a -x /3)' Andrew L. Kirby, PE CONSULTING ENGINEER T R= 0 • r D' Fp P +T (x /3) t• P M Pa Ma M =0.66<1.33 O.K. T =1.2 kips Use min. th" diam. ICBO approved expansion anchors. Minimum embedment 3-1/2" into slab. Job No. 0927 Sheet 11 Calc. "x ": From equilibrium, EM / , =0 (P)I 2- a) +M -(R)I D -a -3 1 = Where: R= (th)F & F = (4/3)[0.35f =1.87 lci Solving the quadradic equation yields: x= 0.30" Calc. "R ": From equilibrium, EF ,, 0 R - P +T - 0.5B(x)(F p ) substitution yields: R =3.2 kips Thus, T= R- P =2.4k or 1.2k /Anchor Check Plate Bending: g: kip," � R( (D 2 dc) 13 13.2inch - laps Ma> (4 /3)S = \ 28..1 1 in -kip O.K. O.K. Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Project: Kohl's May 2, 2007 P M =0.27<1.00 O.K. Andrew L. Kirby, PE CONSULTING ENGINEER 2.5 Supported on Elevated Floor 7.5.1 Posts up to 126" Tall (Possible Future) 7.5.1.1 Check Columns 2.5.1.1.1 Dead plus Live Loads One Side Loaded Both Sides Loaded P <0.30 kips P<(2)(0.30)=0.60 kips M < 15P =(15x0.30)=4.5 in -kips M <0.0 in -kips 2.5.1.1.2 Post Properties & Capacities (net section) A =1.70 in 2 - STD. PIPE S=1.06 in r =0.95 in 7.5.1.1.3 Post - Combined Stresses One Side Loaded Both Sides Loaded P M P M P M =0.18<1.00 O.K. 2.5.1.2 Base Plates Note: One side loaded governs by inspection. Per Section 2.5.1.1.1 above: P <0.30 kips & M <4.5 inch -kips. Here, D= 10.0 ", B= 10.0 ", a =1.0" & t ='/z" KL /r < (2.1x126)/0.95 =278 F =1793 ksi P =3.3k M, =25.2k Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of' service. Copying by written permission only. Job No. 0927 Sheet 12 Project: Kohl's May 2, 2007 T R= a' (D- a -x /3)' 0 • 0 0 0 D' Andrew L. Kirby, PE CONSULTING ENGINEER Fp P +T (x /3) t' T =0.33 kips Use min. 1/2" diam. ICBO approved expansion anchors. Mini- mum embedment 3 -1/2" into slab. ,2.5.1.3.1 Base Shear Use Code Default Values, V =0.34W = (0.34)(0.30) =0.10k /Side 2.5.1.3.2 Check Posts 2.5.1.3.2.1 Dead plus Live Loads One Side Loaded P <0.30 kips M<15P + VII =(15x0730)+(0.10)(126) =17.1 in -kips F 0.34W O.K. Both Sides Loaded P<(2)(0.30)=0.60 kips M < 2VH = (2)(0.10)(126) =25.2 in -kips Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 13 Calc. "x ": From equil ibrium, EM,, = 0 (P)k--a)+ M -(R)I / D -a-5)=0 Where: R =('h)F .x.B & F (4/3�[0.35f =1.87 ksi Solving the quadradic equation yields: x= 0.07" Cale. "R ": From equilibrium, E F y =0 R =P +T =0.5B(x)(F substitution yields: R =0.63 kips Thus, T = R -P = 0.33k /Anchor Check Plate Bending : / \ l Mpiar R J (D 2 d`) 1 3 f1= 2.3 -kips M (4 /3)S =15.0 in-kip O.K. ;.5.1.3 Seismic Design Checks Note: Transverse direction governs by inspection. Conservatively, assume WSeismic= DL+ 100% of LL (very conservative). Here, conservatively assuming h ='hh Substitution yields: Project: Kohl's May 2, 2007 2.5.1.3.2.2 Post Properties & Capacities (net section) 2 - 1/2" STD. PIPE 2.5.1.3.2.3 Post - Combined Stresses One Side Loaded Both Sides Loaded P M P M — +— — +— P M P M =0.77 <1.33 O.K. =1.18 <1.33 O.K. 2.5.1.3.3 Base Plates Note: Both sides loaded governs by inspection. Per Section 2.5.1.3.2.1 above: P <0.60 kips & M <25.2 inch -kips. Here, D= 10.0 ", B= 10.0 ", a =1.0" & t ='h" T R= a' (D- a -x /3)' 0 D' Andrew L. Kirby, PE CONSULTING ENGINEER A =1.70 in S=1.06 in r =0.95 in Fp P +T (x /3) t KL /r < (2.1x126)/0.95 =278 F =1:93 ksi P =3.3k M =25.2 k Calcc. "x ": From equilibrium, EM A = 0 (P)I 2— a) +M —(R)I D —a -5-)— o Where: R =('h)F .x.B & F = (4/3[0.35f (A2 /A1) =1.87 ksi Solving the quadradic equation yields: x= 0.33" Calc. "R ": From equilibrium, E F y = 0 R — P +T = O.5B(x)(F substitution yields: R =2.9 kips Thus, T= R- P =2.3k or 1.1k /Anchor Check Plate Bending: M 5R Z d`) ( )} = 10.5inch —kips plats l Ma> (4 /3)S =15.0 in -kip O.K. T =1.1 kips Use min. '/" diam. ICBO approved expansion anchors. Mini- O.K. mum embedment 3 -1/2" into slab. Copyright © by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 14 Project: Kohl's May 2, 2007 2.5.2 Posts up to 178" Tall (Possible Future) 7.5.2.1 Check Columns 2.5.2.1.1 Dead plus Live Loads One Side Loaded Both Sides Loaded P <0.30 kips P < (2)(0.30) =0.60 kips M <15P =(15x0.30)=4.5 in -kips M <0.0 in -kips 2.5.2.1.2 Post Properties & Capacities (net section) A =2.68 in 3 -1/2" STD. PIPE S =2.39 in r=1.34 in 2.5.2.1.3 Post - Combined Stresses One Side Loaded Both Sides Loaded P M — +— P a M =0.09<1.00 O.K. Andrew L. Kirby, PE CONSULTING ENGINEER 2.5.2.2 Base Plates Note: One side loaded governs by inspection. Per Section 2.5.2.1.2 above: P <0.30 kips & M <4.5 inch -kips. Here, D= 12.0 ", B= 12.0 ", a =1.0" & t =5/8" KL /r< (1.0x178)/1.34 =133 F =83 ksi Pk M =56.8 k P — +— P a M =0.03 < 1.00 O.K. Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 15 Project: Kohl's May 2, 2007 m L T R= a' (D- a -x /3)' D' Andrew L. Kirby, PE CONSULTING ENGINEER Pp P +T (x /3) t ' T =0.13 kips Use min. 'h " diam. ICBO approved expansion anchors. Mini- O.K. mum embedment 3 -1/2" into slab. 2.5.2.3 Seismic Design Checks Note: Transverse direction governs by inspection. Conservatively, assume WSeismic= DL+ 100% of LL (very conservative). Here, conservatively assuming h ='hh Substitution yields: 2.5.2.3.1 Base Shear Use Code Default Values, V =0.34W = (0.34)(0.30) =0.10k /Side 2.5.2.3.2 Check Posts 2.5.2.3.2.1 Dead plus Live Loads One Side Loaded P <0.30 kips M<15P + VH =(15x0730)+(0.10)(178) =22.3 in -kips F 0.34W Job No. 0927 Sheet 16 Calcc. "x": From equilibrium, E ,, = 0 (P)( M- (R)(D- a -3J = Where: R =('h)F .x.B & F =(4/3)[0.35f =1.87 ksi Solving the quadradic equation yields: x= 0.05" Calc. "R ": From equilibrium, IF = 0 R =P +T =0.5B(x)(F substitution yields: R =0.55 kips Thus, T= R- P= 0.25 =0.13k /Anchor Check Plate Bending: Mpia,e <R((D 2 d) (3 )12.2inch_kips M (4 /3)S in-kip O.K. Both Sides Loaded P < (2)(0.30) =0.60 kips M <2VH = (2)(6.10)(178) =35.6 in -kips Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of' service. Copying by written permission only. Project: Kohl's May 2, 2007 2.5.2.3.2.2 Post Properties & Capacities (net section) A =2.68 in 3 - 1/2" STD. PIPE S =2.39 in r =1.34 in 2.5.2.3.2.3 Post - Combined Stresses One Side Loaded Both Sides Loaded P M P M — +— — + P M P M =0.41 <1.33 O.K. =0.65 < 1.33 O.K. 2.5.2.3.3 Base Plates Note: Both sides loaded governs by inspection. Per Section 2.5.2.3.2.1 above: P<0.60 kips & M<35.6 inch -kips. Here, D= 12.0 ", B= 12.0 ", a =1.0" & t =5/8" T R= a' (D- a -x /3)' 0 • 0 D' Andrew L. Kirby, PE CONSULTING ENGINEER Fp P +T (x /3) t' Copyright o by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 17 KL /r < (1.0x178)/1.34 =133 F =83 ksi P 22.7k� M =56.8 Calcc. "x ": From equilibrium, E ,, M = 0 (P)I 2— a) +M —(R)I D —a -5)— 0 Where: R =('h)F .x.B & lc Fp =(4/3)[0.35f (A2 /A 1) =1.87 si Solving the quadradic equation yields: x= 0.32" Calc. "R ": From equilibrium, IF y = 0 R — P+ T — O.5B(x)(F p ) substitution yields: R =3.4 kips Thus, T = R -P = 2.6k or 1.3k /Anchor Check Plate Bending: M R ` (D —dc) 13.8 irzch —kips ()) M (4 /3)S =28.1 in -kip O.K. T =1.3 kips (Very conservative, Code assumes resonance between building & hangrail support structure, however actual fundamental period of this structure exceeds 0.9 seconds: NO RESONANCE EFFECTS). Design also assumes 100% of garment weight contributes to design base shear. Use min. 'h" diam. ICBO approved expansion anchors. Mini- O.K. mum embedment 3-1/2" into slab. Project: Kohl's May 2, 2007 Andrew L. Kirby, PE CONSULTING ENGINEER 2.6 Ceiling Hung 2.6.1 Check Header LHeader <(2)[0.005+0.030](10)=700 lbs; WHeader <60 inches 2.6.1.1 Design Forces M L Header 1 4 7 Header 4 =10.5 inch kips 7.6.1.2 Rail Properties L 3x3x 11 /a" S =0.58 in 1=1.24 in 7.6.1.3 Rail Properties 7.6.3.1 Base Shear Use Code Default Values, V =0.54W = (0.54)(0.70) =0.38k /Attachment 2.6.3.2 Check Seismic Bracing 2.6.3.2.1 Design Forces 2.6.3.2.1.1 Horizontal Pbr <0.4k M Sm n 0.66F, =0.48 in Job No. 0927 Sheet 18 F 0.54W O.K. Unistrut "P1001 "T S =0.57 in O.K. I =0.93 in 2.6.2 Check Hangers 'h Diam. Rod ample by inspection. Max load/Hanger < 350 lbs 7.6.3 Seismic Design Checks Note: Transverse direction governs by inspection. Conservatively, assume WSeismic= DL+ 100% of LL (very conservative). Here, conservatively assuming h =h Substitution yields: Copyright 0 by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Project: Kohl's May 2, 2007 2.6.3.2.1.2 Diagonal Pbr <0.5k 2.6.3.2.2 Brace Capacities 2.6.3.2.2.1 Horizontal Andrew L. Kirby, PE CONSULTING ENGINEER L 3x3x 1 /a" Anet =1.44 in rmin = in K <1.0 L ki F 4 P (in) (ksi) (k) 60 102 12.8 24.5 O.K. M.3.2.2.2 Horizontal Anet = 1112 Unistrut "P1001 "T rmin = in K <1.0 L k1 F P (in) r (ksi) (k� 60 92 13.9 20.6 O.K. 2.6.3.2.2.3 Diagonal L 1- 3 4x1 - x3/16" Anet = in rmin = in K <1.0 L k1 F P (in) r (ksi) (k) 64 188 4.21 3.48 O.K. Copyright c by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0927 Sheet 19 SCHROEDER and I-10LT ARCIIIIICIS LTD. 244 N. BROADWAY AILWAUKEE, WI 53202 Date: To: Attn: Action: Cc: (4) Four (1) One Darian or Vong, Sincerely, August 20, 2007 Bayley Construction 18005 SE 28th Street Mercer Island, WA 98040 For City Submittal Darian Charboneau or Vong Vo ■ 'AUG 2 I 2001 j . .• We are sending you the following material for your use: Quantity Description Copies of sheets: Al, A1.2, and A2.1 LETTER OF TRANSMITTAL Copy of Revision Submittal sheet for City of Tukwila. Signature PHONE FAX mail Re: Kohl's Tukwila 17200 Southcenter Parkway Tukwila, WA 98188 S&H Job No: 3079 From: Jeffrey M. Stowe, AIA Via: UPS Overnight w/ Enclosure Copies: 414.276.1760 414.276.1764 mail@schroederandholi.com Comments: Please submit these drawings with the Revision Submittal Sheet to the city of the Tukwila per correction letter #1 for Permit No. D07-283. August 15, 2007 Darian Charboneau 8005 SE 28 St Mercer Island WA 98040 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -283 Kohl's —17150 Southcenter Py Dear Mr. Charboneau, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, encl File No. D07 -283 City of Tukwila Department of Community Development Steve Lancaster, Director arshall 444C1/4) hnician P:\Permit Center\Correction Letters \2007\1/07-283 Correction Ltr # 1.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: August 6, 2007 Project Name: Kohl's Garment Rack Permit #: D07 -283 Plan Review: Allen Johannessen, Plans Examiner 1. Please provide details for the guard rails and railings for the stairs and platform. Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. ACTIVITY NUMBER: D07 - 283 DATE: 08 - - PROJECT NAME: KOHL'S SITE ADDRESS: 17150 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ,,�� . 0 Build g 'CJ i v i s si ion Complete Comments: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY `- PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: I Fire Prevention Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator ❑ DUE DATE: 08-23-07 ❑ No further Review Required DATE: DUE DATE: 09-20-07 Approved n Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Planning Division Not Applicable C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -283 DATE: 07 -30 -07 PROJECT NAME: KOHL'S - GARMENT RACK SITE ADDRESS: 17150 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPA THE TS: uilding Division P ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP M &6 w 1.31.0 Planning Division ra l . c . rk et 1 . Structural ❑ Permit Coordinator 6(4 Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESJTHURS ROUTING: Please Route r APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2-28-02 Incomplete Structural Review Required DUE DATE: 07 -31 -07 Not Applicable ❑ ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 08 -28 -07 Fire ❑ Ping ❑ PW ❑ Staff Initials: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Entered in Permits Plus on 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 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D07-283 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED CITY OF TUKNILA AUG 21 20071 PERMIT CENTER Project Name: Kohl's Project Address: 17150 Southcenter Py Contact Person: , GrF 7fgt,J£ - S FP ! 4ci Phone Number: if/ it - El 6 - (7 , O Summary of Revision: 1. 5 t4C-- rs Ai A t.Z., amt, AZ.1 AtC 66/ /.36 vsk+►tt^ V Q..EJ FD S - '-IN LS role-- t1A P ,ANT, 1 L11.1 CIS i, T Tim oPEk) M.Gt AI4t1Jt =, Nor ; !iW5E przAtolilb wEge JFi M t TT t 1-N P FMC-r tfr Weld - PION CleGe--lP cM tt No. DO - 58S. Sheet Number(s): A l, M. Z t o 2. 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: \applicationsVorms- applications on line\revision submittal Created: 8 -13 -2004 Revised: ttirik License Information License BAYLECG034JC Licensee Name BAYLEY CONST A GEN PARTNRSHP Licensee Type CONSTRUCTION CONTRACTOR UBI 601771879 Ind. Ins. Account Id PARTNER Business Type PARTNERSHIP Address 1 PO BOX 9004 Address 2 City MERCER ISLAND County KING State WA Zip 980409004 Phone 2066218884 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/3/1997 Expiration Date 12/31/2007 Suspend Date Separation Date Parent Company Previous License ROBEREB375NO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BAYLEY KEY MEMBERS INC PARTNER 01/01/1980 Bond Amount BAYLEY HOLDINGS INC PARTNER 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date SAFECO INS CO OF Until Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty 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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BAYLECG034JC 09/06/2007 SUPPORTED ON SLAB -ON -GRADE SUPPORTED ON ELEVATED FLOOR UP TO 198' TALL UP TO 126' TALL: 2 -1/2" STD. SCH. 40 PIPE w/ 10xiOx 1/2' B/P 2 -1/2' STD. SCH. 40 PIPE w/ 10x10x 1/2' B/P UP TO 273' TALL: UP TO 178' TALL: 3 -1/2' STD. SCH. 40 PIPE B1W. SECTION w/MAX. 48' LONG 2 -1/2' ` STD. SCH. 40 PIPE UPPER EXTENSION w/ 12x12x 5/8' B/P 3 -1/2' STD. SCH. 40 PIPE BAC SECTION w/MAX 48' LONG 2 -1/2' STD. SCH. 40 PIPE UPPER EXTENSION w/ 12x12x 5/8' B/P • L 1- 3/4x1 -3/4x 1/4' Diag. Support Brace 0 max. 8' -0" o.c. w /min. L 3x3x 1/4' x 2 -1/4' Long End Clips (Typ.) for Y>6' Trolley Track & Frame (Typ.) Cont. L 3x3x 1/4' w/ (1/2') Diam. Bolts Each Header (Typ FOR (E) JOISTS SEE STRUCTURAL DRWS PER EOR� a \\ • \\ // \�\ /1 L 1- 3/4x1 -3/4x 1/4' Diag. Brace 0 max. 8' -0" o.c. w/ (1/2') Diam. Bolts w/ L 3x3x 1/4" x2 -1/4' Long End Clips for Y>6' Trolley Track & Frame (Typ.) Cont. L 3x3x 1/4' w/ (1//2' Diam: Bolts 0 Header (Typ.) GENERAL NOTES 1. This drawing shows standard details of the conveyor product line only. See engineer approved installation drawings (same Job number) for components used, special details, arrangement, and site specific information. 2. The installation drawings govern over this drawing. 3. MATERIAL Cold Formed Steel: ASTM A570 Grade 50 Pipe Columns: ASTM A53, Grade B All Plate Sections: ASTM A36 Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50% stress levels) 4. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 0.5 KSF. SEE STRUCTURAL DRWS Max. 72' (Typ.) TROLLEY SUPPORT DETAILS caw SUPPORTED: r/lRACX PARALIfL TO ROOF JQS1S nR • \\ > CERING SUPPORTED: Ir/TRA0X PERPE OICIAAR TO ROOF JOSTS See Kohl's Fixture Layout Plan (Sheet SS2) For Track Spacing L 1- 3/4x1 -3/4x 1/4' Diag. Support Brace 0 max. 8 -0" o.c. w min. L 3x3x 1/4' x 2 -1/ Long End Clips (Typ.) (E) Roof Joists (Typ.) Cont. L 3x3x 1/4" Header 0 or 3- 1/4'x1 -5/8" 12 Ga. 'Unistrut' Header, Part 1001T 0 Max. 8' -0' o/c w /1 /2' Diam. Bolts to (E) Btrn. Chord within 6" of Joist Panel Point (Typ.) L 1- 3/4x1 -3/4x 1/4' Djagg." Suppor Brace 0 max. 8-D" o.c min. L 3x3x 1/4" x 2-1 Long End Clips nR nR (Typ.) • \\ • \\ ii \\ it \ • \\ • -- \\ // \\ • // • • • ; » 6 " MAX. (TYP.) 1/ 2" Diam. Rod Trolley Support ngers 0 Each Roof Joist (Typ.) Cont. L 3x3x 1/4" Header or 3-1/4%1-5/8' 12 Ga. "Unistrut' Header, Part #P1001T 0 Each Joist w/ (2) 1/2' Diam. Bolts 0 Each Trolley (TYP.) See Kohl's Fixture Layout Plan TROLLEY SU D 4. Expansion Anchors shall be ICBO approved types. e.g. Hilti Kwik Bolt III (ESR #1385, RR #25577) Hilti HUS -H SCREW ANCHORS (ESR -1423) ITW Ramset/Red Head (ESR #1372, RR #2748) Powers/Rawl Power Bolt (ESR 11532, RR #24960) Wedge Bolt (ESR #1678, RR #25415) Embedment shall be minimum 7x Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 'EXPIRES 6, _ c _oe, I r ANDREW L. IRBY, PE CONSULTIN 1 NGl ER 29653 QU AGOU PH. FAX DRAWING AND 0 COPYING BY W TTEN PERMISSI.N ONL WET SIGNED COPIES ONLY ARE VALID FO BUILDING PERMIT APPLICATION. DRAWING MUST BE SIGNED ACROSS THIS BLOCK. 2' -9" (TYP.) SECTION MIN. (2) 3/8" DIAM. A -307 BOLTS PER CONNECTION (TYP.) >- >- b . COLUMN SCHEDULE NOTE ALL POST SECTIONS WHICH EXCEED THESE PARAMETERS ARE REQUIRED TO BE ATTACED TO NE EXISTING BUILDING STRUCTURE FCR STABIUTY DATE 05 -02 -07 DRAWN CHECKED APPROVED ALK 7/16' DIAM. HOLE w/ 3/8" DIAM. BOLT (TYP.) C 2- 3/4x1 -9/16x 9 Ga. SUPPORT ARM (TYP.) C 1- 9/16x1 -9/16x 14 Ga. w/ 9/16' UPS SUPPORT RAIL (TYP.) UPPER POST SECTION PER COLUMN SCHEDULE MIN. 3/8' 0 A -307 THRU' BOLTS 0 9" PITCH & 1 -1/2' EDGE DISTANCE (TYP.) BEARING RING INSERTS (TYP.) LOWER POST SECTION PER COLUMN SCHEDULE C 2- 3/4x1 -9/16x 9 Ga. SUPPORT ARM (TYP. HANGRAIL TROLLEY C 1 -9 /16x1 -9 /16x 14 Ga. PLAN VIEW w/ 9/16" UPS SUPPORT RAIL (TYP.) RECF V E JUL 3 0 2007 PERMIT CENTEh —I 1.0" (TYP.) >- r 1/4" TROLLEY SUPPORT DETAILS FLOOR SUPPORTED: SYSTEM KOHL'S: STORE #1152 17200 SOUTHCENTER PKWY. TUKWILA, WA 98188 TRIAD /ZUCCHETTI HANDLING SYSTEMS, INC GARMENT RETRIEVAL SYSTEM, STANDARD DETAILS TYP. BASE PLATE DETAILS T I PER SCH. ANCHORAGE: [MIN. (4) No. 1/2' DIAM. ANCHORS/POST w/MIN. 3 -1/2' NET EMBEDMENT] f,r', } 0 : . PIPE COLUMN , s • , PER SCHEDULE (TYP.) 13' - 0" MAX. (TYP.) 4' -6" MAX. (TYP.) ISSUE DATE: MAY 2, 2007 JOB # 0927 DRAWING # TC -01 FLOOR PLAN KEY NOTES 0 INTERNAL ROOF DRAIN LEADER TO TRAVEL DOWN COLUMN, BELOW CONCRETE SLAB AND DIRECTLY OUT THROUGH REAR OF BUILDING. SEE PLUMBING DRAWINGS FOR SIZE AND DISCHARGE LOCATION. ® STROLLER/CART CORRAL ® NOT USED 0 AUTOMATIC DOOR - SEE SHEET A2 ® UNDER SLAB DRAINAGE ® 24 WIDE ELECTRIC BELT CONVEYOR BY KOHL'S (N.I.C.) C INSTALL 1/2 UNPAINTED FIRE TREATED PLYWOOD TO 4' 0 AFT. ON ALL GYP. BD. IN RECEIVING/STOCK AREAS 0 LOADING DOCK CONC. SLAB, SEE STRUCT. DWGS. ® NOT USED AD PARTITION WALLS, SEE FLOOR PLAN NOTES #4 e UNE OF SOFFIT OR HEADER ABOVE, TYPICAL NOT USED C) COLUMN, SEE siBucr. DWGS. AND SHEET DS1 FOR FURRING 0 UNE OF MEZZANINE OPENING ABOVE 7 ''...° 2"A.24 D.C. PAINTED STRIPING (TRAFFIC YELLOW) TO MAINTAIN A 48 WIDE CLEAR WIDTH OF au PATH NOT USED 3 FIRE DEPT KNOX BOX - VERIFY LOCATION WITH FIRE DEPARTMENT 2"x24" O.C. PAINTED STRIPING (TRAFFIC YELLOW) IN FRONT OF PLUMBING EQUIPMENT ® WATER AND FIRE RISER, SEE PLUMBING DWGS. g FAN/UGHT MOUNTING BRACKET- SEE 37/A1.1 ® NOT USED 0 L APPAREL RETRIEVAL SYSTEM MANUFACTURED dr INSTALLED BY 'WHITE CONVEYORS OR "TRIAD" - PROVIDED BY KOHL'S, N.I.0 ,.. \CY' CURVED SOFFIT - 75'-O RADIUS TO FINISH FACE 74-11 3/e TO FACE OF STUDS ® ADJACENT TENANT BUILDING BY OTHERS FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. REFER TO SHEET T1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS. REFER TO SHEETS T1 AND ADA FOR TYPICAL ACCESSIBIUTY, FIRE AND GENERAL NOTES. ALL EXTERIOR OPENING DIMENSIONS ARE TO OUTSIDE OF OPENINGS UNLESS NOTED OTHERWISE. INTERIOR PARTITIONS ARE INDICATED FOR COORDINATION WITH BUILDING SHELL- REFER TO SHEETS: RC , PP1, WS1, 551 . FP1, FDN, NIP1, 051, DS2, D53, EL1, EL2 , EL3, EU, CP1 AND SSP FOR TYPICAL INTERIOR IMPROVEMENT DRAWINGS. FOR TYPICAL METAL STUD DETAILS FOR SPACING, BRACING AND ATTACHMENT CONNECTION SEE STRUCTURAL DETAIL SHEETS. REFER TO SHEET A2 FOR DOOR SCHEDULE AND DETAILS. REFER TO SHEET SD1 FOR HARDSCAPE PLAN. REFER TO SHEET A1.2 FOR MEZZANINE PLAN. SEE SHEET 051 FOR INTERIOR COLUMN DETAILS. FIRE EXTINGUISHERS TO BE FURNISHED BY KOHL'S. GENERAL CONTRACTOR TO INSTALL BACKER BOARD BRACKETS Fa EXTINGUISHERS - SEE SHEET 251 FOR LOCATIONS. PAINT ALL EXPOSED PIPING INCLUDING GAS PIPES ON EXTERIOR WALLS. COLOR TO MATCH BUILDING COLOR. PROVIDE STUDS WITH GYPSUM BOARD BOTH SIDES TO METAL DECK AT RESTROOMS, EMPLOYEE LOUNGE AND WALL BETWEEN OFFICES AND MAN STOCK ROOM AND WALL BETWEEN SALES, MAIN STOCK ROOM AND OFFICES, SEE SHEET A1.1 FOR LEGEND AND EXTENT. BUILDING SHALL BE FULLY SPRINKLERED WITH AN AUTOMATIC EIRE SUPPRESSION SYSTEM IN CONFORMANCE TO ALL NFPA LOCAL REQUIREMENTS AND KOHL'S FIRE INSURANCE CARRIER cc co . 1 co RE'- I 7/8 0 320' -8 74' 0 OPEN OFFICE 1 45 ORE ANAGE 1 1501 MDF ROO .orrz mm II _simmumnonnolii jaa min MB Ailadu oft_lidh. - • It ...M frt5 11 0 . 11:0 I I DOM ncip 4111ii eft 21 Iv .,,, I k1 MEM IgElommi irkAtk 11 IINININ111111111111111111111 I I 20' -4 10'-5" 20'-D' 20' -0 ray& R - 1 1 -4 6'-9 " 10"-8 IIIMMI Mr 4 1:1) Aril 3nt ' Mr AI." 111111E11W -ii I At 111111111111111 *NW 52"-Er 14I F.O.S. 181'-4 I BOY'S DRESSIN ROOM GIRL'S DRESSING ROOM L 13 2V 18* 1 0' -8 17' -0 . FLR.1 ELEV. 100'-O" FIN. FLOOR OF CIVIL D *OMIT CORNIC E FROM JUNIORS WALLS SALES AREA 632 OCCUPAN 47 2 320 - 14 6 '-0 20'-O — BEAUTY BANK/ JEWELRY ARE 21-H I I HA I I N 65' -7 18'-0 SHOE STOCK ROOM MEN'S DRESSING ROOM PIT Na.z. MI1MW 68' -1 7/8" 22'-4 ELECT. PANELS ROOM REGISTERED ARC CT ( AVID C. BAUM STATE OF WASHINGTON 65 1 4D'-O I 20 4'-6 NOT ALL CONCRETE TILT PANELS AND OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE FLOOR PLAN DIMENSIONS - TO ENSURE COMPLIANCE WITH ADA CLEARANCES AND INTERIOR STORE FIXTURING. he made to the scope prior approval of quire a new plan submittal itional plan review fees. DIM. 7801 City of Tukwila ILDING DIVISION an revi c ( - 4 1 77 code or ordinance. ReceiP th on zn d d o jec cum cond ents tio ena m do i e s s ackn not ot a viedged: By t • • D a ate. -0 ^FA' RECEIVED CITY OF TUK\NI AUG 2 1 2007 PEHIVIIT GEN I EER CORRECTION LTR# KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA. WA 98188 , DEVELOPED BY. KOHL'S DEPARTMENT STORES, IND. N58 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS. WISCONSIN 55051 TEL. (232) 703-7000 • FAX. mem 703-7103 - 11152 f .11 PIN,111161&„iri 017 1! ,,,, V41±,11r , 1-11; INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION, DATE BY DESCRIPTION 12-22-06 Bid Set 02-02-07 Construction Set and Bulletin 1 03.-05-07 REVISED PER BULLEIIN 2 04-09-07 REVISED PER BULLETIN 3 06/22/07 REVISED PER BULLETIN 6 FLOOR PLAN SCALE: 3/32"= PROJECT #: 3079-11152 DRWN BY: - CHKD BY: - BLDG. SUBMITTAL: 10/12/05 PHONE 414.276.1760 fa 414:27064 SHEET: Al CONSTRUCTION SET 02-02-07 MEZZANINE KEY NOTES O CHAIN LINK G UARDRAIL TO 42" AF.F. AND HELD BACK 24" FROM OPENIN ® CHAIN LINK FENCE TO STRUCTURE ABOVE SEE DETAIL 36/A2.1 I I, 1 (ix .. I 2.5 7 C) 3.5 3,8 1131' I IJ 4" ® 4° ONE HOUR FIRE RATED WALL - SEE DETAIL K /A5.2 ® 5.8 5.9 8.1 1 30•-S' 10 NOT USED 11 0 23' -0" 22' -4" 22'-4 ' Ark lik NW 7801 -- REGISTERED ./ : RCHI CT r -/ ' wig e ER u!an $ 5 cr S S 1.1 ELECTRICAL 2._c, I. _ ® ���msnm1[mJ lq N1 Ns 1�=1 � r- r -r - I�_IMM1 z 1111111111111 �M�M p N �i��\9 � APPAREL RETRIEVAL SYSTEM LINK SAT ART ` \ ® I T„1111111YIT111111111 ; I 11111 11� 111 I r a r. .r„ 1� 1 1 w N 1 � , LI I O 1 I iMiii Iw�' 1` EN ..•►..LJ's /i 1 il i E lPi l u '7 l �I ® _■" 1 � iYi;ll ■ 8'- (MAX) ELVING 60 I� M. '�� I: ii iN■NN■N�� 11 _ • TO" I glomol, ArN ∎mm. II � CHAIN LINK GUARD RAIL AT AREAS OPEN TO FLOOR BELOW' 0' \ \ \\ 10' -0" HIGH (MAX) STOCK SHELVING� ���-_��- Mil aaal��r•1- 1laaaa� -- ----- ` - aaaaaaaaa�aaaaaaaaa� Ira = = =.- r .N II II . _ ���' STO ©� _I II 1 1 1 1 - _ 1_ _ 1 1 1 1 1 1 1 1 _ 1_ 1 1 1 1 1 _ i \ \ \ \ \ i 1 I I 1 1 D ►11111mnn►,ii71. ■11 y .1 11 11 II I I I (27 PAM"' 11 11 R. Rpm ��I �� 1 � -- FULL H INSULATED �� \ \ \ � \\ ._ �_ APPAREL RETRIEVAL SYSTEM �+ .-- 1 1 11 ,. 1 I �� 11 --- ,1 II �I� 1 iIIIIL11I 1 11 ���� m�al OFFICES \ - 11 AREA I # � = = = = = == I . 9 E l I - � _ �,�.' COL � �„�S i SEE E SHEET SSP FOR APPAREL RETRIEVAL SYSTEM NOTES & STOCK SHELVING PROFILES ROOF ACCESS Al22 OP PLENUM ABOVE �I1V SALES FLOOR COUNG� l�Q � , , AUG : 1_1")(1:( ��07 f •1 APPAREL RETRIEVAL SYSTEM 26 MEZZANINE PLAN Cey U talcv�►' °C Al2-26 I 05/17/06 I SCALE: 3/16" =1' -0" I I SCALE: 3/37'1' -0° I RI III 1' j LILY � • :._..� -• PREFINISHED METAL PUSHING WRH CONT. CLEATS CONT. 1" X Z" BLOCK'G EPDM ROOFING MEMBRANE - DCIEND TO FRONT OF NAILER AND ATTACH 2x PRESSURE PREFINISHED METAL FLASHING WITH CLEAT AT FRONT CONT. 1" X Y BLOCK � CONT. 1/2' MIN. •>♦1 -� � � , x l P4•1 � L1.�-.. . : - •c MEMBRANE - D TO FRONT OF NAILER AND ATTACH. 2 PRESSURE TREATED WOOD NAILER FOL ADHRE MEMRANE TO BAC OF 1T DEN DEC_ METAL STUDS - SEE STRUCT. TERMINATION BAR PRECAST T ILT -UP FlNISH -SEE ELEVATIONS CONC. P ANEL EXT. 1 /7' - CONT. C.J. O/ EACH SEALANT BACKER SIDE ROD 1::t; INTERIOR PLANS PARTITION TYPE PREFINISHEO METAL FLASHING WITH CONT. EPDM ROOFING 1/2` MIN. MEMBRANE SLOPE EXTEND TO OF WALL C WALL ABOVE DWGS. PRECAST CONC. • a • ' „` , a a° O 4 *4 4♦ /•1 +� � I 14 1 I4 4 ♦ � I +•+ J I , 44 i./ �•� ,a �• ` . „ ROOF CLEATS PREFINISHED METAL FLASHING WffH CONT. CLEATS w _ • N n T �~ 4a A a Q v a CONT. SEALANT NOZZLE & ESCCHEON . „. .. .. I� „ 1 J a , - a . CONT. SEALANT OVERFLOW DRAIN SEE PLUMBING (CORE DRILL) TILT -UP PANEL to DI �rT O PANEL _ _ S EE EAT. ELEVS. d. BE K FRONT , _ e . '�' FISAAI CONT. SEALANT b. tv �a. DENS GLASS BOARD � a �a iaia r•�•aw•w, i•IwP•o irgt ' ;iaiai• a �iR 14.4 ►• ' • � • . . • • � ■•' ��� 'SEE IXf ElEVS M w• lf i I1 1r•i REVEAL �� i �► 1 •` 1 � , + � !!_ ` • I �� `- W a a '! • y a . ; e 'a DENS GLSS : /•�� ■ 1 �r ; � 1•� 7 . f f il .!r �,ll 1 O.C. 1/Y DENS DECK BD. 3 4° / „:•- r:„ E„: : „. „.;„;r „ : : ;„�„;�;.�„;pz..;. :. • � PARAPET WALL CONC. TILT -UP PANEL „ - ! .a • d a' e 'a . '. ? . CONCRETE _ PANEL - SEE _ UCTURAL m GLASS D FACE BRICK \ FOR FULL IXiERIOR WALL ASSEMBLY -- „ -� SEE FOR • SE STRUCTURAL Fly PARAPET AT EIFS 0/ STUDS 33 CORNICE AT BRICK COLUMN 27 REVEAL DETAIL 21 TYPICAL PANEL J PARAPET DETAIL OVERFLOW NOZZLE 3 Al2 -33 EPDM I 11/10/05 I SCALE: 1- 1/2" =1• -O" M2 -27 EPDM I 10/11/06 I SCALE: 1- 1/2 " =1' - Al2 -15 TU CW I 10/27/05 M2 -03 TU 1 03/16/06 I SCALE: 1- 1/2 =1' -0" Al2 -21 TU CW I 03/09/06 I SCALE 3" =1' -0" 112 -09 TD EPDM I 11/ 7/05 I SCALE: 3-.1-0- 1 EACH AS TERMINATION BAR PREFINISHED METAL FLASHING WITH CONT. CLEATS / 7C -'• 11 0 T �� LEASE LINE CONC. TILT -UP PANEL f 6" ABOVE FULL WITH AT - GAP TO - OF - - OF %i ;:; as y a :1 •a •a • ; • � • R IFE • • • • • METAL SillDS STEEL TUBE SEE STRUCTURAL .; CEMENT BOARD 0/ 1 -LAYER 15/1 FELT PREMIUM MORTAR SYSTEM �� • TREMCq SPECTRUM SILICONE ADHESIVE CONT. BEAD ENTIRE LENGTH OF ALUM. ATTACHMENT MECHANICAL FASTENERS AT TILE GROUT JOINT, OCCURS I I i ��/ 4♦ EWE CONT- SEALANT ' """"' ,� , *Ayr , 7. �8• . r i ,I) „4 , SET 6" COVER PLATES IN BED OF SEALANT - FASTEN NEOPRENE HEAD FASTENERS ROOF SIDE VERTICAL FACE ATTACH COVER PLATES AT BETWEEN FLASHING. LAP FLASHING AND SEAL WEATHERTIGHT - FULLY ADHERE MEMBRANE BACK AND TOP OF PARAPET WRAP AROUND FRONT EDGE PARAPET PREFINISHED METAL FLASHING 1O' -0" NOMINAL LENGTHS ATTACH WITH ONE (1) NEOPRENE HEAD A LEN FASTENER H AR ROOF SIDE VERD CAL FACE. T PORCFJ.AIN TILE CONT. SEALANT DIM. PT. _ _ _ WALL SECTIONS 1/7 x 1/8" FOAM TAPE TOP 5 L + CONT. SEALANT INSTALL 7 1/2" x 3 /4 ° EXTRUDED PREFNISHED ALUMINUM TRIM (TFGCI) 0/ CONCRETE TILT -PANEL AhIEK COATING SYSTEM IS L•"'. . I �PRECAST I4/ 1 GYP. BD. METAL STUDS, SEE STRUCi. DWGS ROOFl O/ 1/Z" BENS . I CANT. SEALANT 0 / BACKER ROD EACH ' SEE EXT. ELEVS. r" CONT. SEALANT OFS S E STRUCT. 1 1- x „ dl■• I��� 5. ���� r11111'i1 1 � •1 w t .•/ y :1/: 'r� lime � ',II _ II ^^ .. , I p• . ,. „ I " • I ♦1 I DECK 14 � . SIDE A ' +� L I'r r A ui • I _ o r��' '7 `; - -- APPLIED DIM. PT. _ ��� /I ��/ • I AND BOTTOM x INSTALL 7 -1/2" 3/4" EXTRUDED PREFINISHED ALUMINUM TRIM CONI. SEALANT WALL SECTIONS PROVIDED BY TRIM L TO MATCH EI PREFINISHED METAL FLASHING ROOFING MEMBRANE OVER DENS DECK SHOOT TO STEEL BEAM A e • • ' jjl � � I. � 4 4 �22 CONCRETE PANEL - SEE STRUCTURAL _ DENS GLASS BOARD CDNT. DRIP ard ■1 • `■tADJACENT ■.�� M : kLI I I I FACE BRICK OVER TILT -UP PANEL w / TIES ® 76" o.c. SUPPUETt TILT -UP PANEL -SEE WALL SECTIONS FOR FULL EXTEAIOR WALL ASSEMBLY f " �, • • , ° �� 3' TENANT 3lA'G BY OTHERS 3/4" 45' CHAMFER TYPICAL MEMBRANE ROOFING OVER MEMBRANE TILT -UP PANEL BELOW ROOFING OVER ADJACENT PARAPET. COATING 0 T ERTICAL METAL FINISH PER ELEVATIONS TERMINATION BAR ADJACENT PARAPET. MTL STUDS i I OE I / GA EXPANSION a JOINT COVER PLATE EDGE - r BITS 0/ DENS GLASS BD. HIGH PARAPET ABOVE SIGN 40 METAL TRIM BAND AT TILE 34 CORNICE AT MID - HEIGHT 28 METAL BAND AT TILT PANEL 22 DETAIL @ ADJACENT TENANT 16 HIGH WALL @ MEZZANINE 10 METAL COPING ISOMETRIC 4 Al2 -40 EPDM I 05/17/06 I SCALE:1- 1/2" =1 Al2 -34 I 03/16/06 I SCALE: 3 =1' -0" Al2 -28 EPDM I 10/11/06 I SCALE:1- 1/2 " =1' -O Al2 -22 TU CW I 03/16/06 I SCALE: 3" =1' -0" Al2 -04 I 10/30/05 I SCALE N.T.S. Al2 -16 TU CW I 09/30/06 I SCALE 1" - 1' -D° Al2 -10 71.1 CW BL I 11/17/05 I SCALE 1- 1/7 =1' - PREFINISHED METAL 1/2 FLASHING WITH CONT. MIN. EPDM SLOPE ROOFING PREFINISHED METAL FLASHING WIT}{ CONT, EATS bM 1 T MIN, ROOFING SLOPE MEMBRMEMBRANE OF WALL PREFINISHED METAL FLASHING WITH CONT. CLEA CONT. 7" X 2" EILOCK'G i = - �•d`.r' EPDM ROOFING MEMBRANE EXTEND 70 FRONT OF NAILER AND ATTACH 2x PRESSURE TREATED WOOD -. -,+ ' \ - GALV. STEEL ANGLE, SEE STRUCTURAL >•; P BOLT, SEE STRUCTURAL 16' EA PRATE dl BRACKET SRRUCTIIRAL - 5P PIPE SEE STRUCTURAL SEE G.I. RAIN DIVERTER CD ONLY 1 -� OVER METAL METAL -REF DWGS. DENS - DE NS GLAS • CLEATS T.O. PANEL EE EkT EI.EVS. oFS SEALANT II Ja`:: (/. ���� � ■ I' MEMBRANE , ' �siiiiiiw �ii ;■.■. �4 .■w..■::r .� •_•_ .•7•�•� BD. . 1 - 8° E IFS / � ■ i a �ii �• � • �� • 9��a r •_•...•_a ■ i • � • i � • � ■ _•_••_•I G ° 9 FINISH -SEE ELEVATIONS © y , j GYP. BOARDOVEDOOR \ o ^ ROOG MEMBRANE PRFFINIS PREFINISHED GL T.O. PANEL a 3 4 ^ / COAT SEALANT 3 4" MEMANE RIGIINSULATION OVER METAL. DECK �� •. ` 11F.D.S. ,�' C!/ BACKER ROD ,� B VERTICAL C VERTICAL . . REVEAL XPANSION JOINT EE EXi. ELEVS. cDNT_ , X 2 / . '< STRUCTURAL SUPPORT FLASHING WITH DDNT. GLEAiS •°•••• •ry •••••• • ❖❖❖o.r ■_ - �`•:� -•;� ❖. ❖.•.e _ �-• ; S - PIPE B00T INSULATION „ MEMBRANE OVER 1/2" DECK METAL STUB, t ERUCT. DWGS. ROOFING DENS SEE tn,iliii FULLY ADHERE ROOFING MEMBRANE TO BACK OF ET LL PARAP WA N �. 1�•�w 1�•�•1� PRESSURE TREATED RARER CONT. SEALANT 1 -7 B" EIFS / DENS GLASS BOARD METAL STUDS - SEE STRUCT. 1 1 �IM. POINT - - - SLL n \ 1,_• /� 1 �• r • 1 , /g' Iw;80:1 / ��•�1 :dot • • ■ :' % %1 AiJ 900 � �•� � i _ ��� i � � , ir__ ••/1 !�•� ••1 • ■ ■ 1 II IIIII� I �� I r , J 1 1 �� CONT. SEALANT 2x SOLID BLOCKING SUOE CUP STRUCTURAL FULLY AbHERED ROOFING MEMBRANE OVER 1/2" DECK METAL STUDS SEE STRUCTURAL BEGS. r ROOF r MORTAR SYSTEM .+ ! Ij + . . + a • I • .a • FULLY ADHERE MEMBRANE PARAPET i0 BACK PARAPET 1 , .��i �r ^N~ = W U; � MIUM • J4_ r • : �f 44 '�1: ••4 4 1 4 .! 4.0 '. �•�•�� - .. *��� 4 ����� 4 4444 ��r�4� 4 4444.• • � 4 � 4 � 4 i •i CONCRETE PANEL -_ -___ SEE STRUCTURAL � PRE • . + -� ■•� G CONT. SEALANT DENS GLASS BD. 1 m ,�' FA IC NAILER PORCELAIN TILE LL ' CONCRETE PAN SEE STRUCTURAL ROOF GECK WELDED TO SEE 1 ■a I ■ ■, 1�• - R •i ,1• • , METAL STUDS ROOFING MEM GYP. B0. NIII MEMBRANE ROOFING OVER TILT -UP PANPANEL VERTICAL TERMINATION BAR FOR ROOFING =Y JOIST. STRUCTURE A HORIZONTAL REVEAL, 7 EIFS AT TILT -UP PARAPET 41 PARAPET DETAIL 35 EIFS REVEALS SECTION @ PIPE BOOT SCREEN WALL @ HIGH MEZZ. FLASHING AT HIGH ROOF ,•, " " •" ► 4.444 M2 -41 TU EPDM I 10/11/06 I SCALE: .3' =1' -U' Al2 -35 TU EPDM 1 02/03/06 I SCALE: 5 =1' -O" Al2 -05 1 08/24/06 1 SCALE:1- 1/2' =1' -O" Al2 -23 1 05/09/06 SCALE 3" =1' -0" Al2-11 TU CW BL 1 04/07/05 I SCALE:1- 1/2 " =1' -0" Al2 -17 j 12/21/06 I SCALE :1- 1/7' =1' -C" ■i mmippessmo •l • fi r • ■ v Ti f EIFS SECTIO OVER OVER •�'�'" 1111 CONCRETE WALL AI NTED SEALANT / • e °° e tl . ROOFING FLANGES a•I IV ■•1 ••1 .' 04.1 • 1 •1 �•i ••1 1-. :•" ° a • q , iil • �. • O �1 VQ • SEE WALL FOR FULL EXTERIOR CONCRET TILT -UP PANEL CONCRETE SLAB + CA: e • • • . ;: _± , a . . •: "j: � :• : • SEE WALL SECTION FOR FULL EXTERIOR WALL ASSEMBLY CONCRETE TILT -UP PANEL 1 • • 1 w w •�•■ •• • Imo$ p� • •l I•�•� 1�• •, w••1 /� �i I � f • • •1 � • • lit , . 1 - 7 /Er EIFS DENS GLASS ASS BOARD M ETAL STUDS - I MEZZANINE I a I PLENUM SPACE A ' • , ,� ' w f DIMENSION TO EDGE 10 7 2" / WRAP bRYVD DETAIL MESH 50 MM 2" MIN. AT UNDERSIDE ( OF EPS DRYVIT COMPATIBLE WITH BOND SEALANT W BREAKER, BY OTHERS OR PAVEMENT GRADE ' • ■ ∎ at t • / � f f EIFS w - - • • w • • ' ' SOLDER OR SEAL OF MEZZANINE CONT. SEALANT O/ BACKER ROD OR ALUM. ANGLE IF " JOINT IS GREATER THAN 1 CONCRETE OVER METAL DECK - SEE ERUCT. ERUCT. DRAWINGS y 1, DENS GL SS BOARD METAL STUDS -• SEE STRUCT. • • •■•■•. edo: lilda • i' • 2 �:�� SEE STRUCT. IM. POINT _ _ SEE�E POR CELAIN TILE I! A A ` PREMIUM MORTAR SYSTEM ' 1 - I' ? METAL TRACK BLOCKING OF GARCY CEILING \1 AT TOP STUDS • -al•� 48:: 4 ■•� • • • we w• °• 2:.:. • : *OA w� p �� 4 � ; : j, FLANGES EIFS PRINISHED 24 GA ROOFING HING •• ■•■ 4+ � � 6.11' -1O' i ■i ■i • -• • • • • •, • • • !i.r!rfrfi!r r r t--- A • • _ DIP E 1 /2", 1 /2" FlN FLR Or. M IN _ C�� FZA C z _ _ � SEE WALL SECT. OT_St7FF1T .. I 1 1 /2 �� n - 1= 1. 1 = 11 - .4 METAL STUDS SEE STRUCTURAL DRAWINGS � •. • ♦• _ ►_ FS S GLA55 BD / SALA CED - - - - � � �� • : j' l .fL " Jt -n.=. .' -1f= COMPACTED %11 GRANULAR :.4 II MOISTURE - - - '• ; FILL °I: 1=1 -11 - PE ?' :'r PORCELAIN TILE WATER _ _ _ _ _ _ _ _ _ _ r: - - - -- - - - - - - - - - - COAT RESISTIVE BA5E� - - - - - -- COAT T AND - - - - - - - • r ' - - - - • ICI STEEL BEAM - CONT. LAP SEALANT - p KV .11.11 - 1 - -- II= 11. II - = I -I - - ..I . L .II. - - - - -1 - 1111_ __ _ 1 ? - _ � ■ _ 1_ 1.1.1.1•_•_•. •_•_•_•_•_•_•_•_• _ r O - C NGRETE PAN SEE STRUCTURAL - - n -n. I =JI . 11 =II =I _ 11 =11 11-I +;• •• - „�A� "r�'�-�� I r �1�i�n _n =n - 1 •• ' -i= = F .?I� • IL' JL ' COMPACTED = rt 1 GRANULAR FILL •' r•�,�I. OISTURE FINISH It�' 1L a== 1II IL n I� II- II ,II -II. I_I: it: = 1C =.IL 11 1II ∎J1 : _ `SEE ELEVS. CONT. IP EDGE 12 . /" A 1/2° .1 4 ,Q. r G ii I FIRST FLOOR 1 EIFS 0/ DENS GLASS BD- BARRIER 1/2" FELT BOND BREAKER BARRIER �•� EIFS AT TILT BASE 42 TiLE AT TILT BASE 36 DECORATIVE CORNICE 30 REVEAL AT EIFS SOFFIT 24 CORNICE DETAIL © TILE 18 PARTITION AT MEZZANINE 12 OVERFLOW SCUPPER e Al2 -42 Ill CW I 11/23/05 I SCALE:1- 1 /2" =1' - Al2 -36 11.1 CW 2F I 11/01/05 I SCALE: 1- 1/2 " =1' -0 Al2 -06 TU I 11/18/05 I SCALE: .Y' =1' -0" Al2 -30 EPDM I 10/11/06 I SCALE:,- 1/Y =1' -0 Al2 -24 I 05/09/06 I SCALE: 3" =1' -0 Al2 -18 I 10/11/06 I SCALE: 3" =1' -0" Al2 -12 I 11/18/05 I SCALE: 1- 1/2 " =1' -0" MEZZANINE KEY NOTES O CHAIN LINK G UARDRAIL TO 42" AF.F. AND HELD BACK 24" FROM OPENIN ® CHAIN LINK FENCE TO STRUCTURE ABOVE SEE DETAIL 36/A2.1 ® ELECTRICAL POWERWALL 0 LADDER - SEE DETAIL J /A5.2 5 APPAREL RETRIEVAL SYSTEM MANUFACTURED A INSTALLED BY "WHITE CONVEYORS" OR "TRIAD" PROVIDFf RY KOHL N.I.C. © CONVEYOR MANUFACTURED AND INSTALLED BY "HYTROL" OR "RAPISTAN" - PBOVInFn RLICOHI 'S. N.I.C. O7 ONE HOUR FIRE RATED WALL - SEE DETAIL K /A5.2 ® PROVIDE 5/8 FIRE TREATED PLYWOOD (PAINTED) 0/ 3 - 5/8 ° METAL STUD FRAMING UP TO 8' -0" AFF TO WRAP ALL EXPOSED DUCTWORK 0 HANDRAIL - SEE DETAILS ON SHEET A2.1 10 NOT USED 11 POWERWALL ELECTRICAL EQUIPMENT - PAINTED STRIPING TO MAINTAIN 42" CLEAR IN FRONT OF EQUIPMENT 7801 -- REGISTERED ./ : RCHI CT r -/ ' wig e ER u!an $ 5 cr KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. , KOHL'S DEPARTMENT STORES, IN 6 . N58 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 55051 I ' `, TEL. (2821 703 -7000 FAX. (282) 703 -7105 NO. DATE BY DESCRIPTION 12 -22 -06 Bid Set 7 / RECEIVED CITY OF TUKWILA AUG 2 12007 PERMIT CENTER /4\ \ 02 -02 -07 Construction Set and Bulletin 1 /2\ 03 -05 -07 REVISED PER BULLETIN 2 11152 FIFE 414.276.17D F 414.271764 ICI TTETI @8)I..lsa[tdI INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. A z 0 MEZZ PLAN, APPAR EL RETRIEVAL SYSTEM & MISCELLANEOUS DETAILS SCALE: PROJECT #: 3079 -11152 DRWN BY: - CHKD BY: - BLDG. SUBMITTAL: 10/12/06 VARIES SHEET: CC 1.2 !'= ' !:w: !ezv!I! u9 §ji4ji! [ i � 9 i i lE i Gilk�lcnilll!�Gj KOHL'S - TUKWILA, WA 11152 I 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. Ir KOHL'S DEPARTMENT STORES, INt. N58 W17000 RIGEWOOD DRIVE E, MENOMONEE FALLS, WISCONSIN 53051 ' \ TEL. (282) 703 -7000 FAX. (282) 703 -7105 L. _ NOTE: STAIR STRUCTURAL DESIGN OY STAIR MANUFACTURER - USE THESE DRAWINGS FOR CONCEPT DESIGN AND DIMENSIONS REGISTERED ARCH J ECT AVID C. BAUM STATE OF WASHINGTON INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. 0 I N 0 N 0 w U) Z ENLARGED STAIR PLANS, 0 STAIR SECTIONS AND DETAILS V - SHEET: CC P ROJECT #: 3079 -11152 SCALE: 7801 DATE BY DESCRIPTION 12 -22 -06 Bid Set 02 -02 -07 Construction Sat DRWN BY: - CHKD BY: - BLDG. SUBMITTAL: 10/ 12/06 RECEIVED CITY OF TUKWILA AUG 2 12007 PEHMI f CEN I ER /1 PHONE 414,2761760 fAX 414.776.1764 flail mad@T7.•h :aaderardhali.com V J A2.1 0 GUARD RAIL 1 1 1/4 D. STEEL RAILING - PAINTED •� O 30' - 3" C l J a. / Q ,e 1 GUARD RAIL •>•� irOX,6 It", 1 /4" DIA. STEEL ING - PA1NTEb V 'O 9 w a ie I EXTEND HANDRAIL AND RETURN TO VERRCAL SUPPORT 29' -2 3/4" / .. 22 -4 CLEAR MEZZANINE OPENING , " �■ t , -0 . 1 M CLEAR DIMENSION 5' -0 3/4• 20 TREADS EACH I EXTEND AND RE VERTICAL � MIN. WELD RAILING TO .- UPPER LANDING ._.__._ ...... ......._.._......_..._.....__.. _.._..._...__. 0 11" = 18' -4" STAIR DIMENSION 24 5' -10" LOWER LANDING F ... ® �/` LINE OF UNE OF �� MEZZANINE OPENING OPENING OPENING �� STRINGER a TREAD WIDTH 6 ", LOSE EACH END. O OF STRINGER ° w PLATE rrH STEEL N 11" TYP. 1' -11 MIN. ........... �" 20 TREADS EACH =78' -4" 2" A2.1 __.._..._..... ..__. ._ ......._............ ......... -. ............................... ... ...... ............ STAIR us ON WELD RAILING a TO STRINGER o CLOSE EACH END II .' Or 2' CONC. FILLED STEEL PAN . ' ® i ��� I_ ... n • .,•. 6,9u1l I I,. ,, •, . 1 L!�6,�I,!1,111111!lu§:I C!Lll nllltn.11lllidf!im I �1 d4tnti I 1111!111 IV I J 111 IIII 111191 h11u1 III III It 7 1: III I ,, .... . .:..:.:: � - - - � „u,llll, { _,._...__.. ,.._.__..__. ...- -1 -. ` to :1: =:::: :_ , �.__....._..l..d....�.1 ..1 L r_ =.._. r ,,,, � ..._.._... , 1 in ,. ... l I I I f I I I I I I I 'r I I I � . ,- ! L! ir!ei I hl!!i > a J ,L.. ...�.. r ....................... ..,......................,.,. ............,,............... „...,_..,,,.:,............., -_ ............ . .__... — .. - -- ♦ I pN 1 I I I I f I I { I I I f �— II I OF STRINGER WITH ..- I^ FLOOR SLAB CLIP ANGLE BEAM STEEL STRINGER DN I I m. eo ° z � I I ® �" I ° - STEEL PLATE FIN. FLR. i . STEEL STRINGER 1 i h� I I I I I I J- _ . .J I I I I L I I I I I I I I I I I I I I I f I I J_JI- f I I I f I I I I I f I I L I I I I- I I I - - f I I I a N �, '- 1” TYP 1 -1/2 MAX , I 1 o 1 a cc a ¢ 1 � a AIIII � — � -..J. ---- - - - "�' - ` -- NOT USED 37 OPE STAIR AT FLOOR 31 OPE S TAIR AT MEZZANINE 25 - - -- J WI �•. iii[ • . • '1• • • • • = - = - ®= - ® I': 0 UNE OF BEAM -- ■ LINE OF BEAM STAIR PLAN A21 -31 IBC 1 11/19/04 I SCALE: 1 X1'_0 A21 -25 IBC 1 11/19/04 I SCALE: t "�1' --0 I I SCALE: llfii 01 PLAN -+ 1 1/4" DIA. STEEL RAILING - PAINTED MIN. STEEL WALL REWEI 1 1/4" bIA. RAILING - PAINTED PLAN .1 2c 1 FLOOR HAND (r • .' mss.... • 7 . -0" RETURN TO • TREAD WIDTH + 72" 26 OPP E0. te' -4" MIN. i:i a 1 2" CONC. FILLED STEEL PAN NOTCH STRINGER AT DOOR AS IZIF 1' -11 MIN. CLOSE EACH END 11" TYP. [ I I DOOR I I� A2.1 HAND 20 TREADS �i • °' jC:_t' - f„' - 4 -0 T�• I I BEHIND HANDRAIL STAIR R DIMENSION EACH SIDE TYP. I MEZZANINE ' i y 21 EQ. RISERS = 11' -9" I ��°•*'" ` OF STRINGER WITH STEELR LATE ^ I �-- I .' STEEL STRINGER I ►rr�v_ �rrnrrr �� , SIDE I EACH 1 1/2 MAX. CHANNEL STEEL °° • CONCRETE i &,.. PAN TREADf BROOM FlNI'. ` GUARD RAIL EACH SIDE CONCRETE FILLED STEEL PAN TREADS , HEAVY STEEL CONT. STRINGER NOT USED 38 EXIT STAIR AT FLOOR 32 EXIT STAIR :ZZANINE 26 BROOM FINISH ^' 21 EQUAL RISERS = 11' -9" - ® SCALE: A21 -32 IBC 1 06/30/04 I SCALE: 1 " -1' -0" A21 -26 IBC 1 SCALE: 1 " =1' -0" ® .w.�a STEEL RISERS - 7YP. T r , l ai r 12 � ♦ 12V I I LL GE OF "� •`+ o I ♦ NOTE: PRIME AND PAINT LADDER GLOSS WHITE (TYP.) I _ CONCRETE LANDING •. 1 j I• IiII !' 2 ,e � E r I I I r 20 TREADS 0 11 EACH =18' -4" -- ROOF ACCESS DOOR • Ict 1 ''� SECTION "- `^' �• STAIR DIMENSION SECTION HIGH ROOF SEE DOOR SCHEDULE ` \ \ MIN. I 7. SEE SHEET ADA FOR NOTES TYPICAL OF STAIRS 2. STAIRS (STRINGERS & RISERS) AND RAILINGS TO REMAIN PRIMED 1. SEE SHEET ADA FOR NOTES TYPICAL OF STAIRS 2. PAINT STAIRS (STRINGERS & RISERS) AND RAILINGS GLOSS WHITE PLAN • -- ROOF BEYOND 2--1/2 "x3/8" STEEL BAR WELDED TO tl 2- 1/2 "x2- 1/2 "x1 /4 " ANGLE •- FASTEN 2 -1/ R WELDED TO STRUCTURAL STEEL BEYOND 3/4 DIA. STEEL RUNGS 0 12" MAX. SURFACE. EXTEND HANDRAIL AND RETURN 1 1/4 RAILING AND PAINT ELEVATIONS Y' EXIT STAIR PLAN AND SECTION 15 MEZZANINE OPEN STAIR PLAN AND SECTION TO VERTICAL SUPPORT PREFABRICATED STEEL TREADS LANDING - 1 BAR W/ NON -SUP SURF. - AND PAINT PER ELEVATIONS GRATING PRIME & DLh - PRIME PER STEEL j' L l u A21 -15 IBC BL TU CW 1 05/26/06 I SCALE: 3/8 " =1' -0" A21 -03 IBC BL 1 04/20/06 I SCALE: 3/8 =1' -0 CONT. sEALANT D/ BACKER ROD OR ALUM. ANGLE IF JOINT IS GREATER 1" ill METAL CONCRETE OVER STRUCT. DRAWINGS 0 16' -9" CLEAR OPENING C) TO STRUCTURAL STEEL ♦ L m n WELD I'P -) 2 -1/ 3/4' DL4. STEEL RUNGS R 12" MAX. O.C. W /NONSLIP SURFACE. TREAD WIDTH o + 12' MI I � �I, _ - THAN B�B SIDE METAL I MEZZANINE *11•_g" i• T 5' 3 /3' 111 -6 "Q f " 13 TREADS ® 11' EACH = 7 7' -11" 6° 1' -11" MIN STRINGER �� • 2 -1 /2 /8' STEEL BA.. WELDED 2- 1/2 "x2- 1 /2 "x1/4" ANGLE FlR INST WOOD BLOCKING AND INSTALLED BY G.C. (TYP.) TOP OF STUDS --441 METAL STUDS -SEE STRUCT. DRAWINGS STAIR DIMENSION LANDING WELD TO STRINGERS (IYPJ 2 -1/2 x 3/8 STEEL CLEAR .) -BOLT TO PROVIDED 111 2 0 -� ♦ 1111L \ ` STRINGER TIP. 2- 1/2 "x2- 1/2 "x1 /4" ANGLE - BOLT TO FLOOR MEZZANINE RN. FLR. �� I I bN L G I I I I I I l I I I 1 I I 1 I I I 1 a I I 1 1 r CLEAR ! I RATED EXIT STAIR I a g "4/£ HY313 A2.1 W c•. L a b J a , ❑ p w c> w v FOR y� C J C� a� D ( 1 n .� . 1'-- -- ,E 1 .0-.S a I i� CLOSED RISEEERL STEEL SECTION Fe 4 OPEN BELOW " ROOFING W ° • ♦ { I� 13 +9' 1 1 I 1 1 1 1 1 l 1 1 1 ^,�� � / 1 TYP., 1-1/2" MAX. L 1 I EXTEND HANDRAIL AND RETURN TO VERTICAL SUPPORT STEEL POSTS PAVING OR CONCRETE PADS 'o _ Y ♦ .! . .�. 7a, 7 -BAR CEJLING BEAM SEE STRUCTURAL p FLOOR OPENING I 1 I 1 .. I 1 I I 1 1 I 1 : 1 I +8. r I I I 1 I I 1 I I� '� I LOCKER ROOM I FIRE RATED CEILING 22 T (\ ROOF ACCESS LADDER 4 O HIGH ROOF LADDER DETAIL 34 EXTERIOR OPEN STEEL STAIR 28 A21 -22 BL 1 03/24/05 1 SCALE: 7- 1/2 " =1' -O' I 6 T ® 11 EA. 5' -6" cv n \ A21 -40 'OS 1 SCALE: 3/4 " =1' -D" A21 -34 I 17/76/05 I SCALE: 3/4' =1' -O A27 -28 IBC BL 1 05/25/06 1 SCALE: 1/2' 1' -0" SUP JOINT CONNECTION TO UNISTRLIT 0 CONTINUOUS POST TO STRUCTURE ABOVE RAIL AT CHAIN LINK FENCE TERMINATION ® 14' -0" ABOVE MEZZANINE F.F. I FACE OF WALL SEE CI-AJNUNK FENCE BEAM SEE STRUCTURAL f STAIR DIMENSION / 42 I P1 PLAN A21 METAL STUDS FACE OF WALL -- SEE FLOOR PLANS 1 1/ R . FLOOR PLANS 1 1/. 1 1/4" DIA. STEEL MIN. PIPE HANDRAL W/ T /p- BRACKET 0 4' -0' • + +; ,. ... y %•ii r + • Y � d`/ d . .> �� 7 -U ' ! .0 . 4 , . —� ♦ t - 7/4' DA STEEL PIPE HANDRAIL W / BRACKET ®4' EA = 17' -71" .1., \ „Q-,4 L �� i �ig 4A ® VW' 11111111e / 1• 3 � :�:���: • • d 'v 4 ° -" - "' d ■ v d Q ° ° 4 d o x i r< \ -0' . �, r- ^ } ~ �- o- o 2 t ;' c E O.C. MAX. 1 RETURN HANDRAIL TO WALL AND CAP AT BOTH ENDS 5/8" DIR. EXPANSI BOLT I • � 73 THE DS ® 11" I �� r�;; R� Ti 3 9 �'-. i �y I �' ' " PIPE I R 0 BUIL- 1 - 1/4" DIA STEEL HANDRAIL W O.C. MAX. , O�WALL AND CAP AT BOTH ENDS FOR MIL. SKID WALL 3 TEX 5 FASTENERS INTO STEEL PLATES 3 "x 12 GA. x LENGTH AS REDD. SILEL PLATE WELDED OR SCREWED TO METAL STUDS. (2 STUDS MIN.) STAIR i1 SiR bIMEN510N ® LT. FIXT. -SEE ELECTRICAL 1/2" IAA. BAR BRACKET 0 4' -0• / / : " ��•�+ _- r . - -4 S o h: ' •:: - 1 : + +••I �:�: c� •. ' -:a DPP. HAND -0" MAX. TYP D.C. MAX. - WELD ANO GRIND SMOOT I ! � �� '� ••• . :•) I MEZZANINE I I � ` `` ` ` � GUARDRAIL AT OP EN SIDES I MEZZANINE I ALL JOINTS RETURN FANDRAIL TO WALL AND CAP ¢ g v1 LL ❑ I- "' ❑ N z o I ! I I * 0' INTERMEDIATE RAILS ► ► PO, " 2 3/8 DIA. GALV. LINE POST FOR STABIUN Ii ._jj. AT BOTH ENDS INTERMEDIATE RAILS AS REQUIRED 1 ;• ♦ ' I a N 21 EQUAL RISERS = 11' -9" II CONCRETE WALL BEAM SEE STRUCTURAL ` ' I �` L HANDRAIL EACH SIDE a STEEL STRINGER ° O ° � a r L• 1 r L CONCRETE FILLED STEEL PAN TREADS W/ HEAVY BROOM FINISH TYP. STEEL RISERS TYI DWGS. GUARDRAIL STEED, STRINGER V STEEL STRINGER SEE STRUCT. DWGS. 2 CONC. FILLED TREAD PAN �: % $•:' + • `i,+4 f +f y. ' �:.•i j`•: A ° ° ° 4 4 4 v . 1 1 .4 / I `. �O ��4I �� - 1 • 0 — < -••• ---./\ ',I, NOT END. CORNER AND PULL POSTS TO BE 2 7/8" GALV. PIPE a tx o I SEE STRUCT. DWGS. 2" CONC. FILLED TREAD PAN • WELD VERVERTICALS LS TD CHANNEL TIE CHAIN LINK TO BOTTOM RAIL 0 24 "0.C. STEEL CHANNEL - •i SEE STRUCTURAL SEE STRUCT. DWGS. 2" CONC. FILLED TREAD PAN % 1 i + xS �� � I W SEOSIR '02 L . u I ' - ' 2 5/8' ��. :.i + � :WI + +` WO !: •••:: + a ° 4 4 e .. c . I ' r 1� / STAIR WIDTH STAIR WIDTH e L 1 MEZZANINE c 6 T 0 11' EA. = 5' -6" ._, STEEL BEAM SEE STRUCTURAL STAIR DIMENSION ELEVATION /SECTION NOTE: 1. SEE SHEET ADA FOR NOTES TYPICAL OF STAIRS 2 . PAINT STAIRS (STRINGERS dc RISERS) AND STAIR RAILINGS GLOSS WHITE STAIR WIDTH 2" SEE PLAN I SEE PLAN SEE PLAN HANDRAIL AT GUARD RAIL 42 PIPE AND FENCE DETAIL 36 HANDRAIL AT METAL STUDS 30 HANDRAIL AT CONCRETE 24 SWITCHBACK STAIR PLAN AND SECTION 6 A21 -42 IBC 1 05/25/04 I SCALE: 3 " =1' -0 A21 -36 1 11/16/05 I SCALE: 1 =1' -0 A21 -30 IBC 1 06/30/04 I SCALE: 3 " =1' -0" A21 -24 IBC TU CW 1 10/30/05 1 SCALE 3 1' -0' A21 -06 IBC BL TU CW 1 05/18/06 I SCALE: 3/8 =1' —O• !'= ' !:w: !ezv!I! u9 §ji4ji! [ i � 9 i i lE i Gilk�lcnilll!�Gj KOHL'S - TUKWILA, WA 11152 I 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. Ir KOHL'S DEPARTMENT STORES, INt. N58 W17000 RIGEWOOD DRIVE E, MENOMONEE FALLS, WISCONSIN 53051 ' \ TEL. (282) 703 -7000 FAX. (282) 703 -7105 L. _ NOTE: STAIR STRUCTURAL DESIGN OY STAIR MANUFACTURER - USE THESE DRAWINGS FOR CONCEPT DESIGN AND DIMENSIONS REGISTERED ARCH J ECT AVID C. BAUM STATE OF WASHINGTON INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. 0 I N 0 N 0 w U) Z ENLARGED STAIR PLANS, 0 STAIR SECTIONS AND DETAILS V - SHEET: CC P ROJECT #: 3079 -11152 SCALE: 7801 DATE BY DESCRIPTION 12 -22 -06 Bid Set 02 -02 -07 Construction Sat DRWN BY: - CHKD BY: - BLDG. SUBMITTAL: 10/ 12/06 RECEIVED CITY OF TUKWILA AUG 2 12007 PEHMI f CEN I ER /1 PHONE 414,2761760 fAX 414.776.1764 flail mad@T7.•h :aaderardhali.com V J A2.1 0 IIkN. (2) 3/e DAM. A-307 BOUTS PER CONNEC11N (1YP.) I- C 2- 3/4x1 -9/16x 9 Oa SUPPORT AN (1w. C 1- 9/16x1 -9/16x 14 Ca w/ 9/16' LIPS SUPPORT RAL (1YP.) 0 7/19' DUX HIE w/ 3/e' DIAL BOLT (1W.) C 2 3/44 9 Go. SUPPORT ARI! VW.) C 1- 9/16x1 -9/16x 14 Ca. w/ 9( ) UPS SUPPORT RAL 2 - 1/2' DIAY. SID. PPE COMM (1YP.) LINK 0 O � 0 . ) '. I k k C= 4 = CI ©= = = = I I ANCHORAGE [nth (4) No. 1/2' Dian. Andtare/Paa t=1/21 TYPICAL SUPPORT DETAILS ROOK SUMMED 13' -0" MAX. (TYP.) 3. 2-1/2 DIAU. PPE CCURAN (1W.) THESE SECTIONS HAVE CROSS ARMS IN DIFFERENT POSITIONS. THESE SECTIONS HAVE CROSS ARMS IN DIFFERENT POSITIONS. GENERAL NOTES 1. This drawing shows standard details of the conveyor product line only. See engineer approved installation drawings (same Job number) for components used special details, arrangement, and site specific information. 2. The installation drawings govern over this drawing. MATERIAL Cold Farmed Steel: ASTM A570 Grade 50 Pipe Columns: ASTM A53, Grade B All Plate Sections: ASTM A36 Welding Electrodes — AWS E70—XX (all welds single pass fillet welds designed at 50% stress levels) 25' 1 1 - 1/2" 3 8 1/4" —1 O 6 " —'--5 11'- NOTE: REFERENCE "KIRBY" DRAWING SHEET TC -01 FOR COMPONENT AND ANCHORAGE DETAILS AUTOMAZIONE Via Lungamo n ° 305 A Terrenuova 13,nl (AR) ITALY Tel +139 (0)55 9197215 E -Mall : c.raffaelll @centrasistemLit www. cantrosistemi.it 28' 1 1 /2 "- 25' 1 1 -1 /2" r- 1 V— 2" 21' 4' -2 "L CS51 ICS49 *I I CS50 I CS50 I I CS50 I CS50 I CS50 I I CS50 I I CS50 I L CS50 I I CS50 I 75' -0,1 I CS50 1 CS50 I 77' -0 102' 10i" Note: This drawing and design are considered proprietary to Zucchetti Centro Sistemi SpA [ZCS] and Triad Handling Systems, Inc. [Triad]. This information should be kept confidential between ZCS, Triad, and the prospective Customer (including their respective agents), and it should not be disclosed to any other parties without the prior written consent of ZCS or Triad. [ CS50 I I CS50 1 I CS50 I CS50 I I CS50 I I CS50 I I CS50 MBE —I . , o � 11�5 11 l lll lll lll ��rl U�Ii����IF1oaimi�M�lni��limi ]�Ii�M�l�.71���7M��i, 1 � � ELECTRICAL PANELS Drawing Number: 00 -07 revision: 3 Date:02 -22 -2007 CG. a.v. Client: Triad — Kohl's Dept. Stores 2F- BLseismic TUKWILA, WA 2F BL RECEIVED APR 052007 Andrew L Kirby, PE anad .SEE 3(,C_t' . Ti 11. I T Tt +�._+ ie 9s`IF:7Ua "' rPiV3 A.NO REMARKS. , WURNISH AS SU3M i I ED 11 RE'+Tii.= : AND R ESIJRiUI T 1 E FURNISH -H AS CCAR':C "uD 0 FURTHER APP i0VAL S REQUIRED r r SHOP DRAWINGS „ 1 "; C IELN iii•- .,TE. FO . CO . ORM!TY WITH THE DESIGN REQU :REMENT V A.S 71.W : ON I •IE' SIR CTURAL D°AWIN'GS. • QUANTITY ITY AND ADAM-ADC . OF THE MA EI.;:1L ARE THE r � 1 � Fi' � �t= i�iS10i± 1 i i i1: THE 7 "r:t�J }'i:(i. y t [ (` :� ':';13i' -��5+� k'ti gp } i;:7] .: r f) m S 1 ' N E(S:� b:lt: anu" 3 `° `aJ�'�iui4�a�� i's f :'� i:al*t•�w,�°r(ic°�. Y ucve3''L "- sin ..- ..,�� ___�L a�, y�1'1C Conveyors: A TOTAL. LI N KS SLOTS 1 -398 B TOTAL. LI N KS SLOTS 399 -751 A+ B TOTAL. LI N KS .5 DATE 7 - REVIEWED FOR CODE COMPLIANCE +PPRo`TE AUG () 21307 City Of Tukwila BUILDING D L$T i - EXPIRES 6.r(it--bs, REVIEWED AND APPROVED MAY 02 2007 Andrew L Kirby, PE Ph. 818 -i3 -0719 p -, SCALE = i " =1 —0" 1831 1625 3456 X07- 283 RECEIVEV JUL 3 02007 PEHMlT CLiN- I-EI•-,