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HomeMy WebLinkAboutPermit D14-0293 - WALGREENS INFUSION & RESPIRATORY - TENANT IMPROVEMENTWALGREENS INFUSION & RESPIRATORY 13035 GATEWAY DR SUITE 131 D14-0293 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.gov DEVELOPMENT PERMIT 0004800015 13035 GATEWAY DR 131 WALGREENS INFUSION & RESPIRATO Permit Number: D14-0293 Issue Date: 11/5/2014 Permit Expires On: 5/4/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: EPROPERTY TAX INC DEPT #207 PO BOX 4900, SCOTTSDALE, IL, 85261 JEFF GRIFFIN 22 GATEWAY COMMERCE DR W #110, EDWARDSVILLE, IL, 62025 CONTEGRA CONSTRUCTION COMPANY 22 GATEWAY COMMERCE CTR DR W , EDWARDSVILLE, IL, 62025 CONTECC8640H WALGREENS Address: 106 WILMOT RD , DEEERFIELD, IL, 60015 Phone: (618) 979-4168 Phone: Expiration Date: DESCRIPTION OF WORK: TENANT IMPROVEMENT, 3,723 SQ FT ALTERATION TO AN EXISTING AND OCCUPIED 14,295 SQ FT BUILDING. SCOPE INCLUDES DEMOLITION OF EXISTING INTERIOR SPACE AND CONSTRUCTION OF NEW PHARMACY, CLEAN ROOM, MANAGERS OFFICE AND STORAGE ROOM. Project Valuation: $233,797.00 Type of Fire Protection: Type of Construction: VB Sprinklers: YES Fire Alarm: Fees Collected: $4,510.51 Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: L;Ak Date: l ( �^ I I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or loci laws regulating construction or the performance of work. I am authorized to sign and obtain this developmen ermind agre t• the conditions attached to this permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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. 5: 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. 6: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 7: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 31: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 10: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 11: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 13: Maintain fire extinguisher coverage throughout. 14: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 15: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 17: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 16: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 18: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 19: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 21: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 22: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 20: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 26: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 23: 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 sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 28: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 29: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 30: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 32: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: Proposed facility consists of a lab, infusion, respiratory, pharmacy which is considered a high risk cross - connection control per Table 9 of WAC 246-290-490. In premise isolation is required to protect Walgreens employees and other tenants in this building. In premise isolation shall be addressed as part of the plumbing permit application. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM 4046 SI-EPDXY/EXP CONC 4022 SI-MASONRY 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. '11-k D?3 Project No. Date Application Accepted: Date Application Expires: 9-8-121 3��15 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 13035 Gateway Dr King Co Assessor's Tax No.: 000480001502 Suite Number: 131 Floor: New Tenant: ❑ Yes ..No Tenant Name: Walgreens Infusion & Respiratory Services PROPERTY OWNER Name: RREEF America REIT II Corp. c/o CBRE Address: 20415 72nd Avenue S, Suite 210 City: Kent State: WA Zip: 98032 CONTACT PERSON — person receiving all project communication Name: Jeff Griffin Address: 22 Gateway Commerce Dr W Suite 110 City: Edwardsville State: IL Zip: 62025 Phone: (618) 979-4168 Fax: (618) 931-3535 Email: jgriffin@contegracc.com GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: MulvannyG2 Architecture Architect Name: Carolyn G. Jones Address: 1110 112th Ave, Suite 500 City: Bellevue State: WA Zip: 98004 Phone: (425) 463-2000 Fax: (425) 463-2002 Email: Carolyn.Jones@MulvannyG2.com ENGINEER OF RECORD Company Name: RTM Engineering Consultants Engineer Name: Michael Wright Address: 3 Executive Court, Unit 4 City: South Barrington State: IL Zip: 60010 Phone: (847) 756-4180 Fax: (847) 756-4186 Email: michael.wright@rtmassociates.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: WALG7�E.0\15 Address: I ou. W ( L_MtT . City: ,f iEt-p . State: )1._ Zip:600 i . H:\Applications\Fonns-Applications On Line\2011 Applications\Pennit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 233,797 Existing Building Valuation: $ 3,960,600 Describe the scope of work (please provide detailed information): 3,723 sq. ft. interior alteration to an existing and occupied 14,295 sq ft building. Scope includes demolition of existing interior space and construction of new pharmacy, clean room, managers office, and storage room. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC In Floor 14,295 3,723 0 0 Type V-B Office (B) 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, 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 Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) A a Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11. docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): 3,723 sq. ft. interior alteration to an existing and occupied 14,295 sq ft building. Scope includes demolition of existing interior space and construction of new pharmacy, clean room, managers office, and storage room. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..• .Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District m ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities O ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) O ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:WpplicationsWorns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I1.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 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 OR AUTHORIZED AGENT: Signature: Date: 09/08/2014 Print Name: Ryan Hartsuff Day Telephone: (425) 463-1575 Mailing Address: 1110 112th Avenue NE, Suite 500 Bellevue WA 98004 City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY I PAID $2,787.63 D14-0293 Address: 13035 GATEWAY DR 131 Apn: 0004800015 $2,787.63 DEVELOPMENT $2,655.10 PERMIT FEE R000.322.100.00.00 0.00 $2,650.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $132.53 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3488 R000.322.900.04.00 0.00 $132.53 $2,787.63 Date Paid: Wednesday, November 05, 2014 Paid By: CONTEGRA CONSTRUCTION COMPANY Pay Method: CHECK 007308 Printed: Wednesday, November 05, 2014 2:41 PM 1 of 1 CRWS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,722.88 D14-0293 Address: 13035 GATEWAY DR 131 Apn: 0004800015 $1,722.88 DEVELOPMENT $1,722.88 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R3096 R000.345.830.00.00 0.00 $1,722.88 $1,722.88 Date Paid: Monday, September 08, 2014 Paid By: CONTEGRA CONSTRUCTION CO LLC Pay Method: CHECK 006590 Printed: Thursday, September 18, 2014 8:39 AM 1 of 1 I?SYSTEMS CITY FORM NO 1 1912 ADOPTED BY DIVISION OF MUNICIPAL CORPORATIONS. CITY OF TUKWILA cA TREASURER'S RECEIPT 2 47828 Date SQ 104e4q L 8 20 8 ' Received of COlik re.. Col/kJ-root- Compai yLC, CLQt *\- 056 5 0 Dollars, L\'A-0 51O Odo , 3MS. SIX. 00.O0 - t $ Z TOTAL )41 -1 OS BY[10:A. DEPT. b 1 ti`vfrtbY Ci'T rlt OLYMPIC PRINTERS, INC. WHITE • Finance Dept. CANARY - Customer PINK - File COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. 9 ifroz43 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: ticot veelArr gerfir-eff Type of inspection:, r 14i q r ( tAcT I 1.66 Addre: ' /3017:5 6.ctiet../(7Pr. OM Datetakliey: Specie Instructions: f Date Wanted:.... is. a.m. p.m. Requester: Phone No: igApproved per applicable codes. Corrections required prior to approval, Ofiter c4PVdt..Jt,f 16 (Ai tad P 1 .o'cift 0 kc) F( tco\ Inspector: Date: LI REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION :RECORD. Retain a copy with permit INSP TION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ozer3 Project: , " 1 14/1 f &We A. r iterpp-47 Type of Inspection: - f - Af ot5.0 kkt Addreky Il153S- Gettetilz( pp- #0,1 Date Called: SPIcial Instructions: p A Date Wanted: 3- -2- ---( 5- a.m. p.m. Requester: Phone No: Approved per applicable codes. EJCorrections required prior to approval. COMMENTS: r.r -}-e5-kv,6 ck.to Inspector; Date: r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INaRKTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 piq-o?” Project: ( f t NAV) (WPM ( 0 eAftura ( Type of Inspecti n: •c( tika go Address: . 1 1.20-12 c 601-e L./ a Y Dr , #01 Date Called: Special Ins ctions; I ' Date Wanted: 2_ - ZS- f 5- a,rn. P.m. Requester: Phone No: 0 Approved per applicable codes. [51Corrections required prior to approval. COMMENTSte.t f` ( IA 0 (..)..... prt vide,: tt)-(„..,,,, .1-2s-rkto sq (2) elecr---`(1-1 5" `je.; t ! fte fro v i rc if:i 1 ) 1 kr dot A- id ce,p, awl Woo 1.- c-itteol Pkt(-1 1(ci k cfit-dt-tj J Inspector: 0 RE1NSPECTION FEE REQUIRED. Prior to next tinspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukvvila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 436-9350 P v-1-0 Project-: r 1.41, 6„-,,,ts- Pe4str-olor r Type am,,,e4...„,0‘,„ (ikai 6r, d *Address: 1-30 3 5'66/fe;//a Y Pr-It131 Date Called: ..../ Special Instructions: f Am Date Wanad: a.m. P.m. 'Requester: Phone No: qiApproved per applkable codes. 0 Corrections required prior to approval. COMMENTS: , , c e.,\ ( ( kq 6t - r d 4076-- 0 ?qc_ 1 NU r x..0064,7 . 1-i( tx,r; /I (6-/ - `" ' ;', il G vco 471' V h (iv- -1--,-) c o (./r i,-- 1 , , Inspector' — Is P REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1)/q-ozers Project: f r 1 WgiareevLi k5p fraii3r V Type of Inspection: l_q I -A f Grery 4.4 , Add rest. i 1 Th ¶ (orfetia../ PrN Date Called: Speciarinstruction ' ( r r eekri cer tt 4t4 Jr fat rni-e i Date anted: a.m. p.m. Requester:2--cr Phone No: 0 Approved per applicable codes. Corrections required prior to.,approval. COMMENTS: 1 fa r /C-- -/- J-.. r / (12-00 Li ( ( clicr At h (ft- i. '',©v e WiliffiffiNgiMargiffOreggillii, , A dr' _ very, 14? C--f 1 icll P% IIMIIINIMIIIIIIIIIIIIIIMIMMIIIIIIIIIIIIIIIII' Inspector: Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKVVILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b 1,4 --6"zct3 Project: ..13 aot-lei, y p .e.k.) Type of Inspection: r t..,,s.._pc • Nt.dikb, at /WC,. Address: ' Date Called: 'Special Instructions: PIA fts.t.. .1 x -3 \ Date Wanted: k a. - -30-14 p.m. Requester: .4. No: Phone No: (q)Cii C1 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: (1- ? ).\ rt t( e C-1 insOptar: C4 REINSPECTION FEE REQUIRED. Prior to inext inspection, fee must be paikl at 6300 Southcenter Btvd.. Suite 100. call to schedute reinspection. Date' 3C- It-1 4,0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: I af't 162tok1 S Type inspection: f- Am I► J 6 .. Address: \3O 5 6>R;TwLi4) Date Calked: Special Instructions: Date Wanted: Requester: Phone No: approved per applicable codes. Corrections required prior to approval. COMMENTS: (Ins tor: Datec I j 6 ft/ •14-61 REINSPECTION FEE EQUIRED. Prioq to next inspection. fee must be \pail] at 6300 Southcenter Blvd.. Suite 1U0. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit bl L I -(-253 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Perrnit Inspection Request Line (206) 431-2451 Project: Type of.lrtspection: 1 Address: 1 0 3, C,A iC c'J 4 (`( L Date Called' rE b& k � j t+ a'" Special Instructions: ( 1 Date Wanted: 1 i _, 114 ` p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS:c.)1A4D i r 2 a, tA I ADP /6kM ) \i'\.4)cs.JA2c ( 90ac,, I Fri_ C Inspector:. (REINSPECTION FEE REQ t2ED. Prior t next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. v Date: i� INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER -F- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: //VT/64w n 5 Type of Inspectioon: c/A Address: Suite # : /_ p 3S .-6Ar�e.,° C. Contact Person: Special Instructions: / Phone No.: KApproved per applicable codes. Corrections required prior to approval. COMMENTS: �, 46 Die ; - "74, - (t?i,cs ,,,,,,,,,..__ %�.4_ /;A--% — l S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector l ri/ S3 Date: 2/2 3 J,c- Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER big- 025'3 it/-s- 2 65 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: //t/Altr ry Type of Inspection: .e'� Address: Suite #: /303c � AJ .1 /3/ Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (7)( 7"-e) /7.9. /71-5 5 V-a(/'g� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:; f j- -.3 Date: 06// j Hrs.: /. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER P/tf- -od?z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: + Ton./J Type of Inspection:n l 7 f !4t% ro ►i ( Address: I -3 v 3 ;� Suite #: (-T- - - s .1.�,,,,1y,,-,1 n2 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -, l�70 aaU /s-',C7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , 5--a— Date: / z D / 7 - Hrs.: r -- ,, 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. cr Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER --\?I`1—CaZ9 3. lit-s-2-6. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 0/ Type of Inspection: la "-- 7/<ato"r Address: Suite #: / 3031-- Ate, 1,,, .T, _t(*)2 Contact Person: Special Instructions: i'' Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7 G \) 4.) A4,/.0/.- a (7 i'--,4-64. /ea- s-74-1/.1 ,/(A-h Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto �� % i(' 3 Date: 1l ihS Hrs.: 7. 6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc. 3/14/14 T.F.D. Form F.P. 113 c) INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER /';-s-/6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1.1)Vi to -e_eto-5 Type of Inspection: SIP Or)u ✓ Address: / 303 5- Suite #: I; 1 6-44...0 -..Z D2., Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1. i N ej l iL2 4 a .0 p o kK ukp e , 5,41, t., C'x,J-c_ 0-ce--- 10 <- o1 N ,Fops /-e T , 41-„e.... (t 1. . , c,u ) : ,J r, er \ 0 ,e -t-0 N e (( -r_.\) 5,040 eA onivi 71-e s Pk: 010.1 ,- P, ,0.e. 0 A..) ham_ 1, u,� ` .C.., �,�- 1--‘,.1--‘,..._� 1 A AJ `' �i"_1I Y Jts - t� l�Y-J ! r `t i_ e. C �e . 11 s & / � Lj (, 04 1 ,ni 0-6>111A'ls , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (, /^ Date: /7 //�1//p/ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Information .To Build On Engineering • Consulting • Testing February 25, 2015 FINAL LETTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Permit No. D14-0293 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. Project Name: Walgreens Tukwila Project Address 13035 Gateway Drive, Suite 131 Permit No. D14-0293 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. • Reinforced Masonry • Epoxy Grouting If there are any questions regarding this change please contact PSI at (425) 248-2400. Sincerely, Daniel Kuhn Branch Manager DFESSIONAL SERVICE INDUSTRIES, INC. lecial Inspection Daily Field Report )11 Professional Service Industries, Inc. 0 Professional Service Industries; lnc. 24113 56th Avenue W. 10025 South Tacoma Way, #1-11 Mountlake Terrace, WA 98043 . Tacoma, WA 98499 Phone: (425) 248-2400 Fax: (425) 248-2401 Phone: (253) 589-1804 Fax: (253) 589-2136 .TENT: ROJECT: I Irezo< — klw,1u J WORK ORDER NO.: /2 /6 j_10 ,{ DATE: V !neral Contractor: / C.•t (... Y9 fE6i �� rmits: '1 Weather: Type of inspection Performed Reinforced Concrete Reinforcing Steel ■ • Structural Masonry Soils • ■ High Strength Bolting Welding ■ reK Fireproofing Other . New Inspection ■ Re -Inspection Standby Time: Field Observations & Comments Special Inspection ■ Continuous ■ Periodic cation(s)/Item(s): / it4 Wall Iri it - 4 uitIi t a5t i/ae of &xi.5-imu hu>ldma ferenced Details/Drawings: 6 -001 de, i l/ l f y. marks: PS., nr S) e, -For in6r�ee:7 cln ©f )ii 1l 5h8rier* &pox 7l')c110Y'i Qr�rktet� ias, 5e1 CcnoIot»i j spa 2 parr eivoxGj I i.,v0 used wr- li «Li re/Of-era /1 ;Ieel c ale 5 laced In d P �C.i5i4e1 r onedrete ai61,1 0, ' l foi "lote a&Ne No/e5 tire, J 4 471661,hb r11, an< at a PoScl' Eii)1doq rain drill will, ,. �arnmes , � e/ar�Pte,r drill hEf 'o a de m % ,,f _�A S q ' flvar, 4� r de-0 ,ha/Zci-� / vo I ) (a. , ,,idfl) pi- ovtfithtw1 I. a17.6i1. HO/e bue, e.. c,le;l ed Oy',ar (emIn''vj .tee,/ edorel - c-;`;iPi; in hm ,on5 41^�, pre5 e :" aid wire.hall i J 1 ���' � r ri /e 0 d -hAiir e , Obier :.Gfi th //o y ,pi of tCf i/1• 1 't- f' " da t!9/, dowe,13 we-ce, /'15ta//erg /n;ID hole Ulu) a -l'��Ji 5,6461 .(F7 L4)fl6P6)C14 l/d5jife, 0 i e/1/ 7;.1m'Iw6 Qf Oie. after 1.71// &AlhedY11 i ;1 h4 ry i�i' q/kz/y , of a total of .3 an6i)Ore,, - j em-Pii-ilea i 'trip./ owe, c IA ac rda ice. 1ww,,7 fC ;' /ayl anri Gxuikf`er� Sr2ej frcano?5_ /the best of PSI's knowledge, I Conforming ■ the work inspebted to the approved construction documents are: Non -Conforming ;pector: 4 .ve, kial.4 Inspector Cert No.: tJAea 5/ a/RLiy bsite Representative: e test results apply only to the specific locations and materials noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, without ?n permission by Professional Service Industries, Inc. SP, Rev. 01/26/10 -Kl D I L ©2`'i PROFESSIONAL SERVICE INDUSTRIES, INC REPORT OF FIELD INSPECTION OF CONCRETE SINGLE MIX Project Information Client Project ,ia /67, reed l Lu : ,, i 1`€ Work Order No. 1 2' 1/ f- 1 Date +fl/ 19%I `1 Technician f i fry ilia .1/cc Time Start Time End eather Weather Partici oVe?1.t•zir 14- Est. Wind (mph) 0 -s Est. RH % Equipment Slump Cone Thermometer .Air Meter Unit Weight Measure Cube Mold General Location Professional Service Industries, Inc. 24113 56th Avenue W. Mountlake Terrace, WA 98043 Phone: (425) 248-2400 Fax: (425) 248-2401 Mix Information ® Professiona! Service Industries 10025 South Tacoma Way, #H Tacoma, WA 98499 Phone: (253) 589-1804 Fax: (253) 589-2136 Contractor (ell i-e.el -a Mix Supplier Mixed- x ''' O # 3 r - f,, Mix No. Design Strength (psi) 2 00( Required Strength (psi) 000 Acceptance Age .28 Days 0 Other (Specify) Cement Bags e.,,5/.�r 0✓' 1 X Water (gal) "". ''�1. 7//r-ire4e Lt.:, Fine Aggregate (Ib) fr m �} yy(/n li y 4ey ' ,L 1 t f •Course Aggregate (lb) �"° -i ��, e ecla Max Aggregate Size (in) 2 al 61 ; + Admixture 1 (Ib) "'./' l 0 er ha a Admixture 2 (Ib) r �°` Admixture 3 (Ib) Other 6M a tAia Ij' to--t4hea5 ;'� . XfSid t ` • 1� ., ,..i .11,F, .I-, Set No. Conc. Ticket No. Truck No. Time Truck,. Dispatched Time Cyls Made Time Truck Unloaded Batch Size (yd3) Yd3 Placed Slump (in) % Air Content Air Temp. Conc. Temp. Location / I V ! a wait r 14 h p — `‹..; „lay-6 5; - wit 1 Water Added (GAL.) ..._..... Before Test 'kite! ---"1-est Unit Weight (PCF) Type 0 Cylinders 0 Beams $,Prisms ❑Cubes Dimensions: it:, . x. k 5,5 Age Days: ' %' ;2, ,26 r � Location Water Added (GAL.) Before Test After Test Unit Weight (PCF) Type 0 Cylinders 0 Beams 0 Prisms ❑Cubes Dimensions: Age Days: Location Water Added (GAL.) Before Test After Test Unit Weight (PCF) Type 0 Cylinders ❑ Beams 0 Prisms - ❑Cubes Dimensions: Age Days: Location Water Added (GAL.) Before Test After Test Unit Weight (PCF) Type 0 Cylinders 0 Beams 0 Prisms ❑Cubes Dimensions: Age Days: Total Yds. Concrete Observed Placed Project Representative's Signature Remarks (r0r ft »JaG J nt.) nil:-;ein-f, r�i'' 1,. ir`,'!\,_ �1r1,-J 6 : / ` �zfIt�,' .�.liP/r>/�f�. 6!e`%}')'7'/�.fs` d means of r n 'aJ ._ i 3'e%od5> `ie;, :f i i, a ftC .-/ a, aCt,Jrf���' Pw' vt Unless erwise noted, testing performed inae orda)ice with current ASTM standards: Making Samples: C31, except sec:40.1.2; Slump: C143; Air Content: C231, except sec. 6; Temperature: C1064; Sampling: C172; [Grout]: C1019; Slump-Flow:;;C1611; [Mortar]:c109; Flow: C1437. The information presented in this report is preliminary.in nah] and presented for informational purposes only. The final report shall be conclusive as to PSI's findings. The information include herein is not to be used for acceptance, compliance; nor contractual purposes. This information is subject to review and change. These test results apply only to the specific locations noted ar may not represent any other locations or elevations."'Reportsmay. not be reproduced, except in full, without written permission by Professional Service Industries, Inc. Rev. 2 tf j yl�f l✓• ^[ /�^, .4 )1 CAI! ( `5J' l d✓ I ` ,r,",iitrs`' rf7f 1 i ,. Rev. Date: 01/17/1: ,A i UE rN„:-- if ARMOUR UNSDERFER ENGINEERING INC., P.S. 555 116th Ave. NE, Suite. 118 Bellevue, WA 98004 (425) 614-0949 Fax (425) 614-0950 STRUCTURAL CALCULATIONS FOR: Walgreens Tukwila Rooftop Mechanical 13035 Gateway Drive, Suite 131 Tukwila,WA 98168 Client: u vanny rc itecture 1110 112th Ave. NE, Suite 500 Bellevue, WA 98004 By Brian Unsderfer, S.E., SECB 40 Mitchell Beck, E.I.T. copy REVIEWED FOR CODE COMPLIANCE APPROVED SEP302014 of Tukwila ING DIVISION RECEIVED CITY OF TUKWILA SEP. 0 8 2014 PERMIT CENTER AUE No. 14272 Date 9/3/2014 Objective: STRUCTURAL CALCULATIONS FOR: Walgreens Tukwila Rooftop Mechanical 13035 Gateway Drive, Suite 131 Tukwila,WA Provide roof framing reinforcment for addition of rooftop mechanical units. As well as anchorage of mechanical units. TOPIC: Index Design Criteria Seismic C&C MWFRS Rooftop Units Wood Beams CMU Wall Infi11 PAGES: Index-1 DC1 C&C Seis 1 MWFRS 1 -> MWFRS 2 RTU1->RTU4 WB 1 -> WB 5 CMU1 Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Walgreens Tukwila Rooftop Mechanical Pg. No: Index - 1 Address: 13035 Gateway Drive, Suite 131 Tukwila,WA Date: 9/3/14 Client: MulvannyG2 Architecture Job No.: 14272 Design Criteria Code Summary Building Code: 2012 International Building Code Supplemental Code: 2010 ASCE 7 Risk Category: II Standard -Occupancy Building Seismic Loading: Ss: 1.5462 Sds: 1.0308 SI: 0.5818 Sal: 0.5818 Wind Loading: Vas: 110 mph Exposure Category: C Risk Category: II Design Loads Kzt: 1.00 Ie: 1.00 R: 4.00 Cs: 0.2577 Site Class: D Seismic Design Category: D Roof: 20" Wood I -Joists @ 24" O.C. 5/8" Sheathing Ceiling Roofing Insullation MEP Misc. 2.5 psf 1.8 psf 3.2 psf 3.0 psf 1.5 psf 1.5 psf 1.5 psf Total 15.0 psf Live Load: I Roof: 20.0 psf I ISoil Properties: I Allowable Vertical Bearing = 1500.0 psf I Deflection Criteria Roof Floor Walls Live Load: L/ 360 Live Load: L/ 480 Flexible Finishes: L/ 180 Total Load: L/ 240 Total Load: L/ 240 Brittle Finishes: L/ 360 Supporting Glass: L/ 240 nUE Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Walgreens Tukwila Rooftop Mechanical Pg. No: DC 1 Address: 13035 Gateway Drive, Suite 131 Tukwila,WA Date: 9/3/14 Client: MulvannyG2 Architecture Job No.: 14272 IBC Seismic Non -Structural Systems IBC 2012 Risk Category: 11 Standard -Occupancy Building Ss= 1.546 S1= 0.582 Ie = 1.00 Site Class = D hn= l5ft Ct = 0.02 SDC: D Fa = Fv = 1.50 Sds= 1.031 Sd1= 0.582 1.00 Sms= Sml = 1.546 0.873 Zipcode: I 98168 Seismic Variables from USGS Max Ss = S1 = PGA = Min Ss = S1 = PGA = 1.5462 0.5818 0.6469 1.4616 0.5456 0.6035 Loc 47.5,-122.33 47.51,-122.33 47.5,-122.33 Loc 47.47,-122.25 47.47,-122.25 47.47,-122.25 Seismic Variables from User Input Max Ss = 0.0000 S1 = 0.0000 See ASCE 13.3 Non Structural Systems - Rooftop Unit MECI. Air -Side HVAC, Fans, Air Handlers, Air Conditioning Units, Cabinet Heaters, Air Distribution Boxes, and Other Mechanical Components Constructed of Sheet Metal Framing Ap = Rp = flo = 2.5 6.0 2.5 Fp = Fp max = Fp min = z= h= 0.52 * Wp 1.65*Wp 0.31 * Wp 15.00 ft 15.00 ft Ip = 1.0 Fp = 0.515 * Wp With Overstrength factor: Fp = 1.288 * Wp Ap = - Rp = - fIo = - Fp = Fp max = Fp min = z= h= #VALUE! * Wp 1.65*Wp 0.31 * Wp 11111LAUE' 15.00 ft 15.00 ft Ip = 1.0 Fp = #VALUE! * Wp With Overstrength factor: Fp = #VALUE! * Wpl Ap = - Rp = - S2o = - Fp = Fp max = Fpmin = z= h= #VALUE! * Wp 1.65 * Wp 0.31 * Wp 15.00 ft 15.00 ft Ip = 1.0 Fp = #VALUE! * Wp With Overstrength factor: Fp= #VALUE! * Wp DS5. Piping and Tubing Constructed of Low-Deformability Materials, Such as Cast Iron, Glass, and Non -Ductile Plastics Ap = 2.5 Rp = 3.0 S2o = 2.5 Fp = Fp max = Fp min = Armour Unsderfer Eng Inc., P.S., 555 l l6th Ave. NE, Suite z= h= 1.03 * Wp 1.65 * Wp 0.31 * Wp 15.00 ft 15.00 ft Ip = 1.0 Fp = 1.031 * Wp With Overstrength factor: Fp = 2.577 * Wp 118, Bellevue, WA 98004 (425) 614-0949 Project: Address: Client: Walgreens Tukwila Rooftop Mechanical 13035 Gateway Drive, Suite 131 Tukwila,WA MulvannyG2 Architecture Pg. No: Date: Job No.: C&C Seis 1 9/3/14 14272 Wind Loads - Main Wind Force Resisting System ASCE 7-10 Chapter 27 - Directional Procedure Environmental Criteria & Site Characteristics Risk Category: 11 Table 1.5-1 Wind Directionality Factor, Kd: 0.85 Table 26.6-1 Basic Wind Speed: 110 Section 26.5.1 Gust Effect Factor, G: 0.85 Section 26.9 Exposure Category: C Section 26.7.3 Hurricane Prone: No Wind Load Parameters Direction of Wind Terrain Type: User Input Direction: Downwind of Crest TAUS 4 Lh upwind of crest Pos. x downwind of crest Pos. Lh: 10.00 ft Dist. Upwind of Crest to Half Ht of Hill or Escarp. H: 20.00 ft HI. of Hill or Excarp. Relative to the upwind terrain x: 10.00 ft Dist. (Upwind or Downwind) from the crest to the building site z: 30.00 ft Ht above Local Ground Level h: 30.00 ft Mean Ht above Local Ground Level Kz: 0.98 Kn: Not Appl. Kn: 1.00 Equation 26.8-1 *User Input based on local jurisdiction criteria qz: 25.9 psf qh: 25.9 psf Eq. 27.3-1 Eq. 27.3-1 Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Walgreens Tukwila Rooftop Mechanical Pg. No: MWFRS 1 Address: 13035 Gateway Drive, Suite 131 Tukwila,WA Date: 9/3/14 Client: MulvannyG2 Architecture Job No.: 14272 Wind Loads - Main Force Resisting System ASCE 7-10 Chapter 27, Directional Procedure Building Characteristics Building Type: Enclosed Buildings Length: 123.00 ft Longer Dimension Width: 93.00 ft Shorter Dimension Mean Height: 30.00 ft Roof Area: 11,439.00 sq ft GCp,: 0.18 Table 26.11-1 -0.18 Table 26.11-1 Wind Direction X Roof Angle: 0-10 L/B: 1.32 (Length/Width) Cp Use w/ Windward Wall: 0.8 qz Leeward Wall: -0.44 qh Side Wall: -0.70 qh Figure 27.4-1 Windward Roof: Cp Use w/ Normal to Ridge for 0 >= 10 Degrees 0.24 0.24 qh Leeward Roof Cp Use w/ Normal to Ridge for 0 >= 10 Degrees N/A qh Flat Roof or Parallel to Ridge C Use w/ Normal to ridge for 0 < 10 Degrees or Parallel to ridge for all 0 -0.3 -0.18 qh f AUE Length Wind Dir. Y 0. • Wind Dir. X Width Mean Ht Wind Direction Y Roof Angle: 0-10 L/B: 0.76 (Width/Length) Cp Use w/ Windward Wall: 0.8 qz Leeward Wall: -0.50 qh Side Wall: -0.70 qh Figure 27.4-1 Windward Roof: Cp Use w/ Normal to Ridge for 0 >= 10 Degrees N/A N/A qh Leeward Roof Cp Use w/ Normal to Ridge for 0 >= 10 Degrees N/A qh Flat Roof or Parallel to Ridge C Use w/ Normal to ridge for 0 < 10 Degrees or Parallel to ridge for all 0 -0.3 -0.18 qh Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Walgreens Tukwila Rooftop Mechanical Pg. No: MWFRS 2 Address: 13035 Gateway Drive, Suite 131 Tukwila,WA Date: 9/3/14 Client: MulvannyG2 Architecture Job No.: 14272 Wind Loads - Main Force Resisting System ASCE 7-10 Chapter 27, Directional Procedure Wind Pressure Calculations Zg: 900 a: 9.50 Wind Pressure on Walls Wind Direction X GCP: 0.68 GCP;: 0.18 or -0.18 Px Leeward: -9.7 psf Internal Px;: 4.7 psf -4.7 psf LRFD Wind Pressure on Walls Wind Direction Y ASD Ht (ft) Kz Px (psf) P (psf) P (psf) 0 0.85 15.20 24.87 14.92 5 0.85 15.20 24.87 14.92 15 0.85 15.20 24.87 14.92 25 0.95 16.92 26.60 15.96 35 1.01 18.17 27.84 16.70 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Wind Pressure on Roofs Windward Cp -0.30 or -0.18 Leeward Cp -0.30 GCP: 0.68 GCP;: 0.18 or -0.18 or P„ Leeward: Pxi: -11.0 psf 4.7 psf -4.7 psf LRFD ASD Ht (ft) Kz Px (psf) P (psf) P (psf) 0 0.85 15.20 26.19 15.71 5 0.85 15.20 26.19 15.71 15 0.85 15.20 26.19 15.71 25 0.95 16.92 27.92 16.75 35 1.01 18.17 29.16 17.49 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Wind Pressure on Roofs Windward Cp -0.30 or -0.18 Leeward Cp -0.30 LRFD ASD LRFD ASD Windward P: -6.6 psf -4.0 psf Windward P: -6.6 psf -4.0 psf -4.0 psf -2.4 psf -4.0 psf -2.4 psf Leeward P: -6.6 psf -4.0 psf Leeward P: -6.6 psf -4.0 psf Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Walgreens Tukwila Rooftop Mechanical Pg. No: MWFRS 3 Address: 13035 Gateway Drive, Suite 131 Tukwila,WA Date: 9/3/14 Client: MulvannyG2 Architecture Job No.: 14272 Wind Loads - Rooftop Mechanical Units ASCE 7-10 Chapter 29.5.1 - Rooftop Equipment for Buildings with h<60ft Wind Envelope Design Summary Risk Category: V: Exposure Category: Hurricane Region: Building Length: Building Width: Building Height: II 110 mph C No 123.00 96.00 30.00 Unit Designation: RTU-1 ft Longer Dimension ft Shorter Dimension ft Unit Exposure Category: C Section 26.7.3 Mechanical Unit & Building Design Criteria Unit Location: On Building RTU Height: 30 ft Unit Dimensions Length (Lm): 5.82 ft Unit Design Forces Length Fy 14 Lm LI Wm Fx .411 Htm Plan Width Mean Ht Elevation Width, (Wm): 3.69 ft Long Side Short Side Parallel To: Long Building Axis Parallel To: Short Building Axis 0. I Bh: 369 0.1Bh: 288 0.1BL: 1180.8 0.1BL: 1180.8 1 Lateral Force F = gh(GC.)Af qh: 25.9 psf GC,: 1.9 Af: 17.5764 sq ft Eq. 29.5-2 Design Wind, Fy: 864 lbs aiftm Lateral Force F = gh(GC3)Af qh: 25.9 GC,: 1.9 Af: 11.1438 Eq. 29.5-2 psf sq ft Design Wind, Fx: 548 lbs Height, (Htm): 3.02 ft Curb Height: 1.15 ft Uplift 0.1BL: 1180.8 BL: 11808 Uplift Force F = gh(GC,)A, qh: 25.9 GC,: 1.5 A,: 21.4758 Eq. 29.5-3 psf sq ft Design Uplift: 833 lbs Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Address: Client: Walgreens Tukwila Rooftop Mechanical 13035 Gateway Drive, Suite 131 Tukwila,WA MulvannyG2 Architecture Pg. No: RTU 1 Date: 9/3/14 Job No.: 14272 Mechanical Unit Loading and Anchorage Design Unit Anchorage to Roof Structure Environmental Design Forces Longitudinal Wind Force: Transverse Wind Force: 518 lbs (ASD) 329 lbs (ASD) Longitudinal Reactions I Seis. Gov (Forces Parallel to Short Dim) P = 722 lbs @ 1.81 ft Above Top of Curb At Unit to OTM: Curb Conn RM: Ratio O/R: Tension @ Windward Edge: Comp. @ Leeward Edge: 939.0 Ib-ft 885.6 lb-ft 0.94 Anchorage Required 14 lbs (Due to OTM) 59 lbs (Due to Min Vert Force) 254 lbs At Curb to OTM: Roof Conn RM: Ratio O/R: Tension @ Windward Edge: Comp. @ Leeward Edge: 1,768.8 lb-ft 885.6 lb-ft 0.50 Anchorage Required 239 lbs (Due to OTM) 59 lbs (Due to Min Vert Force) 479 lbs Unit to Curb: Try: Screws @ 12 in. on center No Screws = 7 Min in Shear No Screws = 6 Min in Tension Curb Gauge = 33 Mil -> 20 GA Vallow = 188 lb > 98 Tallow = 95 lb > 13 #12 Use: #12 Screws @ 12 in. on center Curb to Roof: Try: #12 Screws @ 12 in. on center No Screws = 7 Min in Shear No Screws = 6 Min in Tension Curb Gauge = 33 Mil -> Vallow= 188 lb Tallow = 95 lb Seismic Coefficient: 1.2885 *W (LRFD) Unit Weight: 800 lbs Seismic Force: 722 lbs (ASD) Transverse Reactions lSeis. Gov (Forces Parallel to Long Dim) P = 722 lbs @ 1.81 ft Above Top of Curb OTM: At Unit to Curb Conn RM: Ratio O/R: Tension @ Windward Edge: Comp. @ Leeward Edge: 595.3 lb-ft 1,396.8 lb-ft 2.35 Positive Anchorage NR -138 lbs (Due to OTM) 59 lbs (Due to Min Vert Force) 102 lbs At Curb to OTM: Roof Conn RM: Ratio O/R: Tension @ Windward Edge: Comp. @ Leeward Edge: 1,425.1 lb-ft 1,396.8 lb-ft 0.98 Anchorage Required 5 lbs (Due to OTM) 59 lbs (Due to Min Vert Force) 245 lbs Unit to Curb: Try: #12 Screws @ 12 in. on center No Screws = 12 Min in Shear No Screws = 4 Min in Tension Curb Gauge = 33 Mil -> 20 GA lb OK Vallow= 188 Ib > 62 Ib OK Ib OK Tallow = 95 lb > 0 lb OK 20 GA > 98 lb > 51 Ib Use: #12 Screws @ 12 in. on center %J- AUE Use: #12 Screws @ 12 in. on center Curb to Roof: Try: #12 Screws @ 12 in. on center No Screws = 12 Min in Shear No Screws = 4 Min in Tension Curb Gauge = 33 Mil -> OK Vallow = 188 lb OK Tallow = 95 Ib 20 GA > 62 Ib OK > 17 Ib OK Use: #12 Screws @ 12 in. on center Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Walgreens Tukwila Rooftop Mechanical Pg. No: RTU 2 Address: 13035 Gateway Drive, Suite 131 Tukwila,WA Date: 9/3/14 Client: MulvannyG2 Architecture Job No.: 14272 Wind Loads - Rooftop Mechanical Units ASCE 7-10 Chapter 29.5.1 - Rooftop Equipment for Buildings with h<60ft Wind Envelope Design Summary Risk Category: II V: 110 mph Exposure Category: C Hurricane Region: No Unit Designation: RTU-2 Building Length: 123.00 ft Longer Dimension Building Width: 96.00 ft Shorter Dimension Building Height: 30.00 ft Unit Exposure Category: C Section 26.7.3 Mechanical Unit & Building Design Criteria Unit Location: On Building RTU Height: 30 ft Unit Dimensions Length (Lm): 7.34 ft Unit Design Forces Htm Plan Mean Ht Elevation Width, (Wm): 4.96 ft Height, (Htm): 4.11 ft Curb Height: 1.15 ft Long Side Short Side Uplift Parallel To: Long Building Axis Parallel To: Short Building Axis 0.1Bh: 369 0.1Bh: 288 0.1BL: 1180.8 0.1BL: 1180.8 0.IBL: 1180.8 BL: 11808 1 Lateral Force F = gh(GC,)Af Eq. 29.5-2 qh: 25.9 psf GCr: 1.9 Af: 30.1674 sq ft Design Wind, Fy: 1,482 lbs gliPliesi au Lateral Force F = qh(GCr)Af Eq. 29.5-2 qh: 25.9 psf GCr: 1.9 Af: 20.3856 sq ft Design Wind, Fx: 1,002 lbs Uplift Force F = qh(GCr)Ar Eq. 29.5-3 qh: 25.9 psf GCr: 1.5 Ar: 36.4064 sq ft Design Uplift: 1,412 lbs Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Walgreens Tukwila Rooftop Mechanical Address: 13035 Gateway Drive, Suite 131 Tukwila,WA Client: MulvannyG2 Architecture Pg. No: RTU 3 Date: 9/3/14 Job No.: 14272 Mechanical Unit Loading and Anchorage Design Unit Anchorage to Roof Structure Environmental Design Forces Longitudinal Wind Force: Transverse Wind Force: 889 lbs (ASD) 601 lbs (ASD) Longitudinal Reactions ISeis. Gov (Forces Parallel to Short Dim) P = 902 lbs @ 2.47 ft Above Top of Curb At Unit to OTM: Curb Conn RM: Ratio O/R: Tension @ Windward Edge: Comp. @ Leeward Edge: 2,193.3 lb-ft 1,488.0 lb-ft 0.68 Anchorage Required 142 lbs (Due to OTM) 74 lbs (Due to Min Vert Force) 442 lbs At Curb to OTM: Roof Conn RM: Ratio O/R: Tension @ Windward Edge: Comp. @ Leeward Edge: 3,230.6 Ib-ft 1,488.0 lb-ft 0.46 Anchorage Required 351 lbs (Due to arm) 74 lbs (Due to Min Vert Force) 651 lbs Unit to Curb: Try: #12 Screws @ 12 in. on center No Screws = 10 Min in Shear No Screws = 7 Min in Tension Curb Gauge = 68 Mil -> 14 GA Vallow = Tallow = 525 lb 196 lb > 91 > 29 Use: #12 Screws (a 12 in. on center Curb to Roof: Try: #12 Screws @ No Screws = No Screws = Curb Gauge = 68 Mil -> Vallow = 525 Ib Tallow = 196 Ib 12 in. on center 10 Min in Shear 7 Min in Tension 14 GA > 91 > 58 Use: #12 Screws @ 12 in. on center lb OK lb OK lb lb Seismic Coefficient: Unit Weight: Seismic Force: 1.2885 *W (LRFD) 1000 lbs 902 lbs (ASD) Transverse Reactions ISeis. Gov (Forces Parallel to Long Dim) P = 902 lbs @ 2.47 ft Above Top of Curb At Unit to OTM: Curb Conn RM: Ratio O/R: Tension @ Windward Edge: Comp. @ Leeward Edge: 1,482.1 lb-ft 2,202.0 lb-ft 1.49 Anchorage Required -98 lbs (Duc to OTM) 74 lbs (Due to Min Vert Force) 202 lbs At Curb to OTM: Roof Conn RM: Ratio O/R: Tension @ Windward Edge: Comp. @ Leeward Edge: 2,519.4 lb-ft 2,202.0 Ib-ft 0.87 Anchorage Required 43 lbs (Due to OTM) 74 lbs (Due to Min Vert Force) 343 lbs Unit to Curb: Try: #12 Screws @ No Screws = No Screws = Curb Gauge = Vallow = Tallow = 15 5 68 Mil -> 525 lb 196 Ib 12 in. on center Min in Shear Min in Tension 14 GA > 61 > 0 Use: #12 Screws @ 12 in. on center Curb to Roof: Try: #12 Screws @ No Screws = 15 No Screws = 5 Curb Gauge = 68 Mil -> OK Vallow = 525 Ib OK Tallow = 196 Ib 12 in. on center Min in Shear Min in Tension 14 GA > 61 > 24 Use: #12 Screws @ 12 in. on center Armour Unsderfer Eng Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Ib OK Ib OK lb OK Ib OK Project: Address: Client: Walgreens Tukwila Rooftop Mechanical 13035 Gateway Drive, Suite 131 Tukwila,WA MulvannyG2 Architecture Pg. No: Date: Job No.: RTU 4 9/3/14 14272 B1 (E) 4x14 Beam Beam Design (Simple span) DL= LL= 15 psf 25 psf Total Load = 40 psf P DL= P LL = 0 LBS 0 LBS Total P = 0 LBS Span = Trib for w = Wall load= Height of wall= w(DL) Additional = (0(LL) Additional = Self Weight= 24.5 ft 4ft 0 psf Oft 13 plf 0 plf 13 plf Ct) (DL+LL) = 186 plf w (LL)_ 100 plf Shear (DL+LL) = 2279 Ibs Moment (DL+LL) = 13956 ft-Ibs Try Area = Sx = Ix = Deflection, ATL = Deflection, ALL = 4x14 46.38 in2 102.4 in'' 678.5 in" 1.307 in 0.703 in Allowable Stress, Mat: D-Fir#1 w J. B h Fv x CD x Coth for Shear, F, = 180 x 1.15 x 1.00 = 207 psi Fb x CD x CF x Cr for Bending, Fb' = 1000 x 1.15 x 1.0 x 1.00 = 1137 psi E = 1700000 psi FOR BEAMS WITH A CONCENTRATED LOAD (ci "a" : 0 lbs b = Oft X= P= a= RA = RB = RDL = RLL = Rxn. @ A = Rxn. @ B = 0 lbs 0 lbs 1054 lbs 1225 lbs 2646 Ibs 2312 lbs Max Shear & Moment V max = 2646 Ibs M max = 13956 ft-lb b= 3 1/2 in d= 13 1/4 in OK by 142% NOT OK -30% L / 225 > L/418 L/ 240 NOT OK L/ 360 OK by AMAx@Xfora >b= AMAx@Xfor a<b= AMAxLL@Xfor a>b= AMAxLL@Xfor a<b= ATL for w(DL + LL) = 24.5 ft 10.35 ft 0.00 in 0.00 in 0.00 in 0.00 In 1.31 in A,REQ.D = 19.2 In SX,REQ'D = 147.3 in3 -6% 16% USE: D-Fir#1 4x14 or higher Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98005 (425) 614-0949 Project: Address: Client: Walgreens Infusion and Respiratory Services Tukwila, WA MulvannyG2 Architecture Pg. No: WB 1 Date: 9/3/14 Job No.: 14272 B2 (N) GLB Attached to (E) 4x14 Beam Design (simple span) DL= LL= 15 psf 25 psf Total Load = 40 psf P DL= P LL = 0 LBS 0 LBS Total P = 0 LBS Span = Trib for w = Wall load= Height of wall= w(DL) Additional w(LL) Additional = Self Weight= 24.5 ft 4ft 0 psf Oft 0 plf 0 plf 13 plf (DL+LL) 173 plf w (LL) 100 plf Shear (DL+LL) _ 2119 Ibs Moment (DL+LL) = 12980 ft-Ibs Try Area = Sx= Ix = Deflection, ATL = Deflection, ALL = 3 1/8 X 15 46.9 in2 117.2 ins 878.9 in4 0.967 in 0.512 in w Allowable Stress, Mat: Glu-lam 24F-V4 Fv x CD x Coth for Shear, F„' = 265 x 1.15 x 1.00 = 305 psi Fb x CD x CV x Coth for Bending, Fb' = 2400 x 1.15 x 1.0 x 1.00 = 2760 psi E = 1800000 psi FOR BEAMS WITH A CONCENTRATED LOAD "a" : P = 250 Ibs a = 10.25 ft RA = 200 lbs RB = 200 lbs RDL = 894 Ibs RLL = 1225 Ibs Rxn. @ A = Rxn. @ B = 2319 Ibs 2319 Ibs b=- X=- OMAx@Xfora>b= AMAX @ X for a < b= AMAxLL@Xfor a>b= AMAXLL@Xfora<b= ATL for w(DL + LL) = Max Shear 8 Moment With Point Load V max = 2319 Ibs M max = 15544 ft-lb b= 3 1/8 in d= 15 in OK by 311% OK by 73% L / 304 L / 574 L/ 240 L/ 360 OK by OK by ft ft 0.08 in 0.08 in 0.00 in 0.00 In 0.89 in A,REQ.D = 11.4 in` SX,REQ'D = 67.6 m" 27% 59% USE: Glu-lam 24F-V4 3 1/8 X 15 or higher Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98005 (425) 614-0949 Project: Address: Client: Walgreens Infusion and Respiratory Services Tukwila, WA MulvannyG2 Architecture Pg. No: WB 2 Date: 9/3/14 Job No.: 14272 B3 2x6 Sistered to (E) 3x4 Beam Design (simple span) DL= 0.1 psf LL= 0.1 psf Total Load = 0.2 psf P DL= P LL = 0 LBS 0 LBS Total P = 0 LBS Span = Trib for w = Wall load= Height of wall= w(DL) Additional = w(LL) Additional = Self Weight= p p w ��������1�� 14 a Allowable Stress, Mat: D-Fir#1 Fv x CD x COth for Shear, F,; = 180 x 0.90 x 1.00 = 162 psi Fb x CD x CF x Cr for Bending, Fb' = 1000 x 0.90 x 1.0 x 1.00 = 900 psi 8 ft E = 1700000 psi 0.1 ft 0 psf Oft 0 plf 0 plf 2 plf w (DL+LL) = 2 plf (LL) 0 plf Shear (DL+LL) = 8 Ibs Moment (DL+LL) = 16 ft-Ibs Try Area = Sx = Ix = 2x6 8.3 in2 7.6 ins 20.8 in4 Deflection, ATL = 0.096 in Deflection, ALL = 0.000 in FOR BEAMS WITH A CONCENTRATED LOAD (a. "a" : P = 250 Ibs a= 2ft RA = 200 lbs RB = 200 lbs RDL = 8 Ibs RLL = 0 Ibs Rxn. @ A = Rxn. @ B = 208 Ibs 208 lbs b=- ft X=- ft AMAX @ X fora > b= 0.09 in Arm( @Xfor a<b= 0.09 in 4MAx LL @ X fora > b = 0.00 in AMAX LL @ X fora < b = 0.00 In ATL for Co(DL + LL) = 0.01 in Max Shear & Moment With Point Load V max = 208 Ibs M max = 516.16 ft-lb b= 1 1/2 in d= 51/2 in OK by 331% OK by 10% A,REQ.D = 1.9 in` SX,REQ'D 6.9 m" L / 997 < L/ 240 OK by 315% L / 3683333 < LI 360 OK by WNW USE: D-Fir#1 2 x 6 or higher / Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98005 (425) 614-0949 111112116 Project: Walgreens Infusion and Respiratory Services Address: Tukwila, WA Client: MulvannyG2 Architecture Pg. No: WB 3 Date: 9/3/14 Job No.: 14272 B4 4x6 Blocking Beam Design (simple span) DL= LL= 0.1 psf 0.1 psf Total Load = P DL= P LL = 0.2 psf 0 LBS 0 LBS Total P = 0 LBS Span = Trib for w = Wall load= Height of wall= o(DL) Additional = o(LL) Additional = Self Weight= 4ft 0.1 ft 0 psf Oft 0 plf 0 plf 5 pif (DL+LL) = 5 plf (LL) = 0 pif Shear (DL+LL) = 10 Ibs Moment (DL+LL) = 10 ft-lbs Try Area = Sx = Ix = Deflection, ATL = Deflection, ALL = 4x6 19.3 in2 17.6 48.5 in4 0.007 in 0.000 in A4: a J Allowable Stress, Mat: D-Fir#1 Fv x CD x Coth for Shear, F, = 180 x 0.90 x 1.00 = 162 psi Fb x CD x CF x Cr for Bending, Fb' = 1000 x 0.90 x 1.0 x 1.00 = 900 psi OK by OK by E = 1700000 psi FOR BEAMS WITH A CONCENTRATED LOAD Cad "a" : 250 lbs b = - 2ft X=- 200 lbs AMAx @Xfora > b = P= a= RA = RB = RDL = RLL = Rxn. @ A = Rxn. @ B = 200 lbs 10 lbs 0 lbs 210 lbs 210 lbs AMAx@Xfora <b= AMAxLL@Xfor a>b= AMAxLL@Xfora <b= ATL for G)(DL + LL) = Max Shear & Moment With Point Load V max = 210 lbs M max = 510.04 ft-lb L / 6542 L / 6870833: b= 3 1/2 in d= 5 1/2 in 893% 159% L/ 240 OK by L/ 360 OK by ft ft 0.01 in 0.01 in 0.00 in 0.00 In 0.00 in A,REQ'D = 1.9 in` SX,REQ'D = 6.8 in" 2626% ##11##q# USE: D-Fir#1 4 x 6 or higher Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98005 (425) 614-0949 Project: Address: Client: Walgreens Infusion and Respiratory Services Tukwila, WA MulvannyG2 Architecture Pg. No: WB 4 Date: 9/3/14 Job No.: 14272 B3 (E) 3x4 J Beam Design (simple span) DL= 0.1 psf LL= 0.1 psf Total Load = 0.2 psf P DL= P LL = 0 LBS 0 LBS Total P = 0 LBS Span = Trib for w = Wall load= Height of wall= W(DL) Additional = co(LL) Additional = Self Weight= 8ft 0.1 ft 0 psf Oft 0 plf 0 plf 2 plf (DL+LL) = 2 plf cA (LL) = 0 plf Shear (DL+LL) = 8 Ibs Moment (DL+LL) = 16 ft-Ibs Try Area = Sx = lx = 3x4 8.8 in2 5.1 8.9 in° Deflection, ATL = 0.225 in Deflection, ALL = 0.000 in Allowable Stress, a J Mat: D-Fir#1 Fv x CD x Coth for Shear, F,; = 180 x 0.90 x 1.00 = 162 psi Fb x CD x CF x Cr for Bending, Fb' = 1000 x 0.90 x 1.0 x 1.00 = 900 psi E = 1700000 psi FOR BEAMS WITH A CONCENTRATED LOAD a "a" : P = 250 Ibs b = - ft a= 2ft X=- ft RA= 200 lbs AMAx@Xfor a>b= 0.20 in RE; = 200 Ibs AMAx @ X fora < b = 0.21 in RDL = 8 lbs AMAx LL @ X fora > b = 0.00 in RLL = 0 Ibs AtviAx LL @ X for a < b = 0.00 In ATL for co(DL + LL) = 0.01 in Rxn. @ A = Rxn. @ B = 208 Ibs 208 Ibs Max Shear & Moment With Point Load V max = 208 Ibs M max = 516.16 ft-lb b= 2 1/2 in d= 3 1/2 in OK by 357% NOT OK -26% A,REQ'D = 1.9 in` SX,REQ'D = 6.9 in" L / 426 < L/ 240 OK by 78% L / 1576042 < L/ 360 OK by ####### USE: D-Fir#1 3x4 or higher Armour Unsderfer Eng, 555 116th Ave NE, Suite 118, Bellevue, WA 98005 (425) 614-0949 Project: Walgreens Infusion and Respiratory Services Address: Tukwila, WA Client: MulvannyG2 Architecture Pg. No: WB 5 Date: 9/3/14 Job No.: 14272 Wl CMU Wall Design Assumed Head Joint: 0.375 in Use Half Stresses: No Wall Height: Wall Fixity: Top: Pinned Bottom: Pinned 10.00 ft 10.00 ft f m = 1,500 psi Em = 1,350,000 psi fy = 60,000 psi Es = 29,000,000 psi n = 21.48 6 in 1' Ae = 67.50 sq in/ft r= 1.62 in R = 0.72 Wall Reinforcement Vert: 1 #4 @ 16 in O.C. As = 0.38 sq in/ft d = 3 in Horiz: 1 #4 @ 16 in O.C. As = 0.38 sq in/ft d = 3 in Wall Vertical Loading PDL = 0.00 plf PLL = 0.00 plf Wall Bending @ Top ofWall MDL = MLL = MWL = ME = 0.00 lb-ft/ft 0.00 lb-ft/ft 0.00 lb-ft/ft 0.00 lb-ft/ft @ Middle of Wall MDL = 0.00 lb-ft/ft MLL = 0.00 lb-ft/ft MWL = 250.00 lb-ft/ft ME = 0.00 lb-ft/ft @ Bottom of Wall MDL = MLL = MWL = ME = 0.00 lb-ft/ft 0.00 lb-ft/ft 0.00 lb-ft/ft 0.00 lb-ft/ft Analysis Compression As = 0.38 sq in/ft Pm = 18.26 k/ft Ps = 4.22 k/ft Bending rho = 0.0104 k = 0.4816 j = 0.8395 2/jk = 4.9466 fb = Mm = Ms= 900.62 1888.77 495 psi lb-ft/ft k-ft/ft Combined Forces: P/Pa M/Ma Masonry Unity = 0.00 + 0.28 = 0.28 OK Steel Unity = 0.00 + 0.00 = 0.00 OK Ftg Dowel 1 #4 @ 16 in O.C. As = 0.38 sq in/ft M/Ma Masonry: 0.00 OK Steel: 0.00 OK Bending rho = k= j= 2/jk = 0.0104 0.4816 0.8395 4.9466 fb= Mm = Ms = 900.62 1.89 495 psi lb-ft k-ft `AUE Use: Wl - 6"CMU Wall w/1-#4Vert @16"O.C. & 1 - #4Horiz@16"O.C. Armour Unsderfer Eng. Inc., P.S., 555 116th Ave. NE, Suite 118, Bellevue, WA 98004 (425) 614-0949 Project: Walgreens Tukwila Rooftop Mechanical Address: 13035 Gateway Drive, Suite 131 Tukwila, WA Client: MulvanneyG2 Architecture Pg. No: CMU 1 Date: 9/3/14 Job No.: 14272 c«tactkwaa ,f.ial cyttneers 5762 bolsa avenue, suite 215 ' huntington beach. co 92649 714 891-5582 PAR eamr STRUCTURAL CALCULATIONS CLEAN ROOM WALGREENS 13035 GATEWAY DR #1$1 REVIEWED FOR TUKWILA, WA 98168 CODA PPROVEDNCE SEP 302014 City of Tukwila BUILDING DIVISION JOB NO. 14108 BY WC DATE 8/14 SH. OF DATE SIGNED AUG 26 2CV CLEAN ROOMS WEST, INC. CONTRACTOR RECEIVED CITY OF TUKWILA SEP 0 8 2014 PERMIT CENTER D l�- 019 3 ccnidane 5762 balsa avenue. suite 215 huntin®ton beach. co 92649 714 891-5582 'irtiOkogeiwo �i1�t�Ju�4� N �oL,u, L, Ci ti4J i?i CL u rra4 F: Po(,0 7E..v E-4 L) t®$ LM /Lo►JA '-i, 4dt, , / 6z � rizi o zr-- t/tY1,6.Sc Cab P `ri4ViMP0 ton 10( ef4Cz, WCP/L4---1Jer b4,3P) 1,4 u)tr (AO) JOB NO.L ` 4513 BY W/v DATE /0/141 SH. 1 OF Design Maps Summary Report zusGs Design Maps Summary Report User -Specified Input Report Title Walgreens/Tukwila, Wa Wed August 20, 2014 20:01:28 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.4868°N, 122.27276°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Vashon mapquest I sari 5000m USGS-Provided Output Ss = 1.493 g S1 = 0.560 g SMS= 1.493g S„y = 0.839 g S°s = 0.996 g Si° = 0.560 g Newcastle East Rentor °Highlands 0 MapQuest For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 1 0.90 fA 0.75 0.60 0.45 0.30 0.15 0.00 0.00 MCEa Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 Period. T (sec) 1.10 1.00 0.90 0.90 0.70 Ot 0.60 H 0.50 0.40 0.30 0.20 0.10 0.00 Design Response Spectrum 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 Period. T (sec) For PGA., TL, Cps, and Ca1 values, please view the detailed report. 2.00 http://ehp 1-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitu... 8/20/2014 consul p & deslpn . shucfurol engineers 5762.bolsa avenue, sulte 215 huntington beach, ca 92649 714 891-5582 (A)A4A.g 4—i7- F't. of tt.voZMkno,J 11) GO Dee ,1-1)12fr.'(.5e.Esty5 LI z�) gbetz = ( fr)(t) to/ 4 Soy •-;? Zept0001-04- 7 ui ! I SI- W. t4-- JOB NO.t�-WC 1046 BY I.. DATE '40/ 14. SH. 5 OF M4.-. '1 o u" 44/ ae. SiU' tise ti4,) z. Ip ' P (.C) - (I P�F-) Cu) C4-) 0: 66 (.06F-)01.) r.0 \Ai tOP4 t.A =Jew 1/4 l -1ftI -5p144.L 4, G • [yy/s L/r(0E,°'® y� .' f 4,1 a 40 NA c- eV-- avo aft. bo, 14i Lcri TZ i 't r) t` ��lo �Pb t - ®&6-- f'1 1� i 1°r1 T Z sDers 4 e /40,_ �nJTRAl 1� �� 5b4 r Z, RADCO TEST REPORT Test Report No. RAD-2858 Project No. C-8129 Lab No. TL-2046 Transverse Load Tests on Steel Faced Aluminum D-lite Panels Prepared by: A. Bharath Gomatam Consultant Prepared for CLEAN ROOMS WEST, INC. 1392 Industrial Drive Tustin, CA 92780 by RADCO Resources, Applications, Designs and Controls, Inc. Listing and Testing Division 3220 E. 59th Street Long Beach, CA 90805 Telephone: 562-272-7231 Facsimile: 562-529-7513 www.radcoinc.com Issued: July 2001 inaucA Submitted by. . Tucker, P.E. enior Vice President RADCO reports are for the exclusive use of the client to whom they are addressed. Permission 1s granted to reproduce this report provided It Is reproduced in Its entirety. The use of the name RADCO (Resources Applications, Designs and Controls, Inc.,) In any advertising or related materials must receive prior written approval from RADCO. Reports apply only to samples tested at the time of testing and are not necessarily indicative of the quality of apparently identical or similar products. This report contains confidential information Intended for the sole use of the addressee. Transmittal by facsimile Is prohibited without the express approval and concurrence of the addressee. TABLE OF CONTENTS t4io$ 5 R EJUCA �� RAD-2858 1.0 INTRODUCTION 1 2.0 TEST SPECIMENS 1 3.0 TEST SETUP & PROCEDURE 1 4.0 TEST RESULTS 2 5.0 CONCLUSION 2 APPENDIX Table: Load Vs. Deflection Data (A1) Chart: Load Vs. Deflection Curves (B1) Figure: Typical Test Setup (C1) Photographs: (D1) ii 1.0 INTRODUCTION «ids BACCA RAD-2858 At the request of Clean Rooms West, Inc. RADCO conducted a transverse load test on one (1) nominal 4 ft. x 10 ft. panel. The test was conducted in accordance with ASTM E 72-98, "Standard Methods of Conducting Strength Tests of Panels for Building Construction". 2.0 TEST SPECIMENS One panel was submitted by Clean Rooms West for testing and received at RADCO's testing facility in Long Beach, California on June 7, 2001. The panel was described to RADCO as follows: "Panel is 3 mm Aluminum D-lite panel on each side of 3-9/16" EL foam with Staybond U283 adhesive" 3.0 TEST SETUP & PROCEDURE 3.1 EQUIPMENT 1. Digital Manometer, 0.1 inch of water column increment readings. 2. Digital dial indicators, 4" travel with 0.0001" resolution. 3. Computerized data acquisition system. 4. Vacuum pump. 3.2 TEST SETUP The panel was placed horizontally in a reinforced frame such that the ends rested on Y2" diameter steel rods placed between 3/8" metal skins, on the 31" wide support surface. The test chamber was completed through the use of a 6 mil thick polyethylene sheet draped over the test panel, folded over the edges of the test fixture, assuring that bridging of the poly sheet would not occur, and sealed to the floor. The load was applied by evacuating the air below the test specimen. The applied load was measured with the digital manometer. Deflection measurements were taken at three locations across the mid -point of the panel and at the center of each end to record any vertical movement at those locations. 3.3 TEST PROCEDURE Load was applied in pre-set increments, held for 5 minutes, and returned to zero after each load increment. Deflection readings were taken at each load increment and after the load was released. The panels were allowed a five minute recovery period before taking the zero load deflections and proceeding to the next increment. The panel was then continuously loaded to failure after taking the last deflection and set readings. Page 1 of 2 t4 log BAECA RAD-2858 The average panel deflections and sets were calculated as follows: Average Panel Deflection (& set) = Average Midpoint Deflection - Average Endpoint Deflection The digital manometer reading in inches of water column was converted to pounds per square foot using the relation; 1 ° w.c. = 5.20 psf 4.0 TEST RESULTS The table in the appendix contains the raw load vs. deflection data collected during the test, and the chart shows the load vs. deflection curve. The test was conducted at RADCO's Long Beach, California facility on July 20, 2001. ULTIMATE LOAD AT FAILURE (psf) PANEL SIZE 4' X 10' Aluminum D-lite ULTIMATE LOAD AT FAILURE (psf) 42.12 Mode of Failure Failure in the panel occurred when the top metal skin buckled approximately 48" from one end. 5.0 CONCLUSION The panel design load is 14.04 psf utilizing a safety factor of 3.0. ****END OF REPORT**** Page 2 of 2 RAD-2858 APPENDIX, Table: Load Vs. Deflection Data (A1) Chart: Load Vs. Deflection Curves (B1) Figure: Typical Test Setup (C1) Photographs: (D1) TRANSVERSE LOAD TEST on 4ft. x 10ft. WALL PANEL LOAD Inches of w.c. psf Ibs. - Defln. - Set 0.0 0.0 0.0 0.0000 0.0000 0.4 2.1 83.2 0.0206 0.0028 0.8 4.2 166.4 0.0708 0.0044 1.2 6.2 249.6 0.1219 0.0081 1.6 8.3 332.8 0.1772 0.0109 2.0 10.4 416.0 0.2304 0.0141 2.4 12.5 499.2 0.2802 0.0126 3.2 16.6 665.6 0.4046 0.0151 4.0 J f` 20.8 832.0 0.5228 0.0300 42.12 14 ion a RA RAD-2858 Al 2 2 15 10 5 Transverse Load Test on 4' X 10' Panel —e— Deflection • - 0 - • Set t410g ID ii A I] ccA '" RAD-2858 J I : : . Q : 0 O . O 4 . ,i ,, _ 01 0.00 0.10 0.20 0.30 Deflection (in.) 0.40 0.50 0.60 B-1 Fig 1: Transverse Load Test Setup . ze-11/77 metal plates roller support resting between !I �/77 metal plates Digital Dial Indicators TestLab-D:\Gnrooml .tcw Not to$cale Test Panel Test Fixture Vacuum Fig 2: Dial Indicator Locations ,/f//>7 Average Deflection = (2+3+4)/3 - (1+5)/2 C1 141Dg II fiEJ1J[A RAD-2858 6 mil Plastic sheet } r L Transverse Load Test per ASTM E 72-98 Close-up view of end support 'ie��i`� •lam' 23.`.i(.:. Close-up view of failure RAD-2858 D-1 l4lo6 AUTHORIZATION: TEST REQUESTED: . SOS•SOS•SOS•SGS•£3S•SOS•SOS•SOS•SGS•SGS•SGS•SGS•SGS•SGS•SOS•90S•SGS•SGS•SOS•SGS•SOS•SOS•SOS•SGS•SGS•SOS•SGS•SGS•SGS•SGS•SGS•SOS•SGS•SGS•S01 S•SGS• y r y US-D-OPS-04-01-T 0 . 0 ,, 1 `► BBB® SGS U.S. Testing Company Inc. f N 0 5555 Telegraph Road • Los Angeles, CA 90040 • Tel: 323-838-1600 • Fax: 323-722-8251 H y 1 $ CLIENT: CLEAN ROOMS WEST, INC. f y 1392 Industrial Way ,ey Tustin, CA 92780 0 i" 0 qy Dieter Graf �' Y y y a Q v tl y Y' f Date: y 151195 1 January 30, 2001 0 tl TESTING PERIOD: 0 - 0 1 SAMPLE ID: The Client submitted and identified the following test materials as 3mm o S Aluminum D-lite panel on each side of 3 9/16" of El foam w/ Staybond U283 5 f Entered into SGS USTC sample tracking system on January 19, 2001 as STN y 32782. Test Report No: DATE OF RECEIPT: c tl N tl TEST RESULTS: Flame Spread adhesive. January 29, 2001. Client's Purchase Order Nb. 10158. Perform standard flame spread and smoke density developed 'classification tests on the sample supplied by the Client in accordance with ASTM Designation E84-99, "Standard Method of Test for Surface Burning Characteristics of Building Materials". The foregoing test procedure is comparable to UL 723, ANSI/NFPA No. 255, and UBC No. 8-1. Smoke Density S' n for and on behalf of �, n 1P y y Greg Banasky n Lomash q Supervisor Fire Technology .Branch Director i tl y N f f�l O tl, tl f Page 1 of 4 8 This report is Issued by SGS U.S. Testing Company Inc. under its General Conditions for Testing Services (copy available upon request). SGS ; U.S. Testing's responsibility under thle report is limited to proven negligence and will in no case be more than the amount of the testing fees. O Except by special arrangement, samiiles ere not retained by SGS U.S. Testing for more than 30 days. The results shown on this test report refer y 1' only to the sample(s) tested unless otherwise stated, under the conditions agreed upon. Anyone relying on this report should understand all of c, O the details of the engagement. Neither the name, seals, marks nor insignia of SGS U.S. Testing may be used in any advertising or promotional omaterials without the prior written approval of SGS U.S. Testing. The test report cannot be reproduced, except in full, without prior written g permission of SGS U.S. Testing Company Inc. 0 0 y O I 0 0 5 900 1 For detailed results see page 3. n N p p0 • y 0 U, tl NO Prepared by S' .S. Tes Company Inc. 0 7, W Member of the SGS Group (Societe Generale de Surveillance) ' SGS•SGS•SGS•SOS•SGS•SGS•SOS•SGS•SOS•SGS•SGS•SGS•SOS•SOS•SOS•SGS•SGS•SGS•SGS•SOS•SGS•SGS•SOS•SOS•SGS•SOS•SGS•SGS•SGS•SGS•SOS•SOS•SOS•SOS•SGS•SOS•SOS• 0 f4l06 SOS•SOS•SOS•SOS•SGS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOs•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•so SOS. tl I .US-D-OPS-04-03-T 1 • 0 1 OSGB® BBS SGS U.S. Testing Company Inc. Report No.: 161195 Date: January 30, 2001 I f CLIENT: CLEAN.ROOMS WEST, INC. Page: 3 of 4. I o0p b O E 84 TEST DATA SHEET: gip' N tl N CLIENT:.Clean Rooms West, Inc. DATE: 1/29/01 I ( s I SAMPLE: 3mm Aluminum D-Iite panel on each side of 3 9/16" of El foam w/ Stavbond U283 adhesive N dl 1 a ' Q(g THICKNESS: 3 3/4" nominal N N I • FLAME SPREAD: y y i H IGNITION: 3 minutes, 46 seconds • FLAME FRONT: 2 feet maximum 0 c TIME TO MAXIMUM SPREAD: 6 minutes, 27 seconds o i I TEST DURATION: 10 minutes ; o CALCULATION: 10.67 X 0.515 = 5.50 +� tl O I I I H SUMMARY: FLAME SPREAD: 5 SMOKE DENSITY: 90 O N i tl w fadvance OBSERVATIONS: Sample surface ignition occurred at 3 minutes, 46 seconds. A maximum flame front 1 of 2 feet was observed at 6 minutes, 27 seconds. i; g I tl A I q' �,I 7OQ� p tl I fl�j7 0 iq N y y 1) (7, tl tl 8 N tl f tl a O H I O p tl o Member of the SGS Group (Societe Generale de Surveillance) SOS•SO s•SOS•SOS•SO S•s03•S Os• SOS•SOs•SOS•SOS •so s•SOS•S O s•sos. sas•SOS•SOS•SOS•S O S•SOS•SOs•SO S•sos•SO S•SOS•SOS•S OS•SOS•SOS•S O S•S OS•so s•SO S•sa s•SOS•SOS• f y tNEES 01 y r SGS U.S. Testing Company Inc. Report No.: 151195 0 Date: January 30, 2001 0 T CLIENT: CLEAN ROOMS WEST, INC. Page: 2 of 4 f " " " Si f " (COB 15 sos•sas•SOS•SOS•sos•Sos•sas•sas•sos•sos•SOS•SOS•sos•sas•sos•sos•sos•sos•sos•sas•sos•sas•SOS•sas•sas•sos•sas•saysos•sovsos•SOS•sos•SGSse •s•Sos•ses• O US-D-OPS-04-03-T i" O ` PREPARATION AND CONDITIONING: The sample material was submitted in three pieces, 24" wide by 1 8' long. The pieces were placed end to end to form a specimen 24" wide by 24' long. • o IVl N Prior to testing, the specimen was placed in the conditioning room (maintained at 73.4 ± 5° F and a N 1 relative humidity of 50 ±5%.) and allowed to reach moisture equilibrium. Z; " y SUMMARY OF ASTM E84 RESULTS: ,Because of the possible variations in reproducibility, the results S are adjusted to the nearest figure divisible by 5. I" ; SAMPLE FLAME SMOKE o IDENTIFICATION SPREAD DENSITY 1 " f y D-Iite panels 5 90 y f Adhered to each side of y Elfoam �, O N O In order to obtain the Flame Spread Classificatiori, the above results should be compared to the " �i, following table: O " o NFPA CLASS UBC CLASS FLAME SPREAD H 8 A I 0 through 25 B II 26 through 75 E o C I1I 76 through 200 H a O N I BUILDING CODES CITED: H S 1. National Fire Protection Association, ANSI/NFPA No. 101, "Life Safety Code", 1994 Edition. y f " " i 2. Uniform Building Code, 1994 Edition, Chapter 8, Interior Finishes, Sections 801-807. i 0 0 " f Hl7 " N f O f Qf fi "p N O " O N O Npf " I f ; O f 1 • Member of the SGS Group (Societ6 G6nerale de Surveillance) sas•sas•sas•sesoms•sos•sos•scs•sos•sas•sas•sos•sos•sos•sos•sos•sos•sos•sos•sos•sos•sos ms•sos•sos•sos•sos•saysos•sos•sos•sos•sos•sos•sos•sos•sos• " O f 20 r,• fN 1 ' / O 15-1 / f 1 / f N qii w10-� /� 00 h LL v 5j / I 0.;11 t ; I ., ..-. 1. �.111 L.-L�1�L1.LI_ L q ° f 0 1 2 3 4 5 6 7 8 9 10 0 TIME (MINUTES) o f N o F.S. AREA a v N f iN O � N 0 SMOKE DENSITY y 1 0 ALUM. D-LITE PANELS ADHERED TO FOAM y y 1o0 f f v 80 o I a 60..I ° 'a p 0 0 ;40 f se y0 to / `. f 1 0 _.l £..,. _1..L.1.1.l.LL1..LL LI L. I I I I X I 1 2 3 4 5 6 7 8 9 10 i .TIME (MINUTES) f 0 I 0 SAMPLE — — RED OAK I I0 O 1 v f 1 O O 1 fetet oe 40 sa.SOS•SOS•SOS•sas•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SGS•SOS•SGS•SOS•SOS•SOS•SGS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•SOS•S 1S•S'S• US-D-OPS-04-03-T e NEES® r SGS U.S. Testing Company Inc. Report No.: 151195• NQ i • n Date: January 30, 2001 CLIENT: CLEAN ROOMS WEST, INC. Page: 4 of 4 C N O N FLAME SPREAD AREA ALUM. D-LITE PANELS ADHERED TO FOAM Y� • N SAMPLE — RED OAK ******** End of Report Member of the SGS Group (Societe Generale de Surveillance) SOS•SGS•SaS•SOS•SGS•SOS•SOS•SOS•SGS•SOS•SOS•SGS•SOS•SOS•SaS•SGS•SGS•SGS•SGS•SOS•SOe•SG9•SGS•SOS•SOS•SOS•SGS•SGS•SGS•SGS•SGS•SOS•SOS•SOs•SOSISOS•SOS• N v N Manufacterer/Fabricator ofELFOAM` Polplso Products OF 1nNDIAnNAtPes INC. . ELFOAM P200 Polyisocyanurate Foam Product Description Broome P200 18a 2.0 'be, rigid, unlaced, dosed ceN, HCFC free polyisooyanurate foam supplied as cut Sheets, custom shapes and 1n bunetcck form for a variety of insulation and core malarial applications. Polytsocya curate foam Is chemically shriller to polyurethane foam but otters better dimenatonel stability over a wider service temperature range. Edaem P200 is manufactured In bunstock form 24' (81cm) thick by 48' (122om) width by 72' (183om), g6" (244cm), 108" (274cm), 120' (305cm) and 144" (398tun) lengths. Cut sheets are offered In thickness from 1/8" (.32cm) to 1r (30cm) In 1/32' (.08cm) Increments. Custom Iabrtoated parts are availabie for customers wishing to eliminate In- house cutting. handling and scrap dlaposal. Contact the Indianapolis office for additional information. Applications" Eifoam P200 is designed for use in environments where temperatures range from -S0'F to +300'F (-48'C to +14g•C). However, In non4aminated applications where P200 is exposed to temperatures exceeding 140°F (80'C) and/or relative humidity la In excess of 70%, allowances for foam expansion must be incorporated into the engineering design. Rega►oless of operating conditions, a qualified design engineer should review all foam Etfaam, like a8 cellular plastics, will degrade upon pro18ngod exposure to sunlight Cover foam material In orb to Wools uitraviolat radiation and prevent degradation. Other coverings to protect exposed foam surfaces from the elements and to meet applicable fire regulations may also be required. Typically Used In • Refrigerated food seroioe equipment • Laminated building wail panels • Commercial and Industrial doors • FRP tanks and shelters • Proofing ovens and dough retarders • CNC tooting end proofing applications Environmental Data EHoam P200 le episodically formulated to provide excellent physical properties without the use of chlorofuarocarbon (CPC) or hydmdtloroltuorocarbon (HCFC) blowing agents. In compliance with the Montreal Protocol and tire Clean Air Act, Elfcarn P200 is manufactured with hydrocarbon blowing agents which have no ozone depletion and no global warning potential. Safety Ali parsons who work with Effoam products should follow pry handling prooedurea. The current Material Safety Data Sheet (MSDS) contains Information an the proper handling, storage and use of this material. A copy albs MSDS may be obtained by calling the Indianapolis Bates Offl0A. *Application teat* suitability dem foam P3r a coedit a aan� p taw should often required to Mpg pertinent t Minn to determine the suitability of the product for the intended application. Pima dateminaUon of ?Rows rides pmdult for any panicuter use Ill boo responsibility of the buyer. NOTE Stott Company of inden9POIIS Inc. (Elliott) Waves Me tntormtayon end n Cethinendaflo s herein to be manta and reliable as et 0ecarnngr 2004. However, since any aaaeterroe furnished by Slott wan retereree to the proper use and dspoaed Mt products is provided wsltout d and shape use oo 4ftIl * ono not within b coned, Okla assumes no et it1b81y for ouch .widens. Ne wad, eoqmeeed er kr+altod, regarding Worm or songstress Is given. Once use conditions and government regutaaerts may very from one location to arrester mid may Menge Of tMie, it Is lire buyer's raapors blitty to detemUno whether Elbert products are appropriate for buyer's use. and to assure the buyer's werlgrlaoe and deposal procedures are In centralism° team tor. regulations. ordinensep, end other government eiecomrtts ennoble In the jtaladlrzlrat having authority over the buyer's onaetana. 9200 Zionsville Road • Indianapolis, Indiana 46268 • elltoueclllonfoam.oam Toll Freer t-800S461213 • Phone: (317) 291.1213 • Fax: (317) 291-1219 6T'ST'd 1531'1 SWOOd had310 t'S:OT 900z—Ee--Jf1ti L4 0 itattoamdld P206 Potyseooyanurtuto Poems December 2004 Product Description Elfoam P200 is a rigid, unlaced, dosed cell poyisocyanurate foam material. This HCFC free product provides excellent thermal insulation perfumenoe In service temperature environments between -50•F to +300•F (•45'C to 149°C) when properly laminated on both sties with rigid vapor barrier type materials. Elfoam is swatted in standard and eastern fabricated sizes and !shapes. ASTM Typical Values(,) Physical Proper1!ea(t i Method English Metric Density, Average 01622 2.0 Ib/ft 31.9 kg/mg kWm:lora) C518 Initial at 78°F (24°C) • 0.165 BTU • in/hr • ft2' °F .024 W/m°C Aged 10 days at 168°F (70°C) 0185 BTU • in/hr • ft2. °F .027 W/m°C R-value/lnch Aged 10 days at 158°F (70°C) 5.4 Hr • ftr• °F/BTU 0.96 m2°C!W Compressive Strength 01621 Parallel 26 Ib/in2 172 kPa Perpendicular 17 ib/iri2 117 kPa Compressive Modulus 01621 Parel/el 445 ib/Ina 3.088 kPa Perpendicular 388 Min' 2,535 kPa Shear Strength C273 Parallel 22 Iblin2 151 kPa Perpendicular 181b/in2 110 kPa Tanana Strength 01623 Parallel 51 ialinz 351 kPa Perpendicular 471b/in2 323 kPa Tensile Modulus 01623 Petal/e! 1,395Ib/in2 9,611 kPa Perpendicular 1 134 lb/Ina 7,813 kPa Closed CeII Contcntm D2858 92% Friability (weight loss) C421 84'0 Water Absorption (by volume) C272 1.27% Dimensional Stability (volume change) D2126 158°F (70°C) + 97% R.1417 days 4-4.0% 212°F (100°C) + Ambient R.Hi7 days +0.9% -40°F (-40°C) +Ambient R.H. 7 days -0.6% Surface Burning Charecteristicsm E84-91a Flame Spread up to 6a (15.23 cm) 25 Smoke Developed up to 6° (16.23 cm) 185 (t) Data drown no sumo velum Di twined from maeosentedsc product seat*. tad= arlrawiw tbraratsd. Ct) The wiabiliy atlas modal fro any Particular °ppiintivo is the responsibility fete ow. The pomaded tam G tmexas(ble itu perfuming any penman tan required to deantatee the prober. sup abittty du the ioteaded application (3) All properties measured a 74•f (2#•C} tndaas odanwise indicated. (4)To be used only as a guide far engineering. (5) Whams at vary wltb age and use eondidooc an ileac -thaw cycling la we ptvimarnenta may cause deception of nap:mama fama'a dosed cell ntoctum rewldsg in tbo dm:deratloa of physical p>opanic,. (r) Nenwdeel `Pietas end "*xtta Davatoved" ratings ate rust Invaded es ugliest tutu* parented by thb or any otter aeetarial under aalrnt film concntiona. Thin matari°I le saabmtibb tad will bus who exposed m large Mr sutures. NOTE: Tim tufbaaodon premttd haste 4 ofrgcJ is good add' as accrual°, but wttboat warranty, axptcitc° or tnpflai, tq¢ti tfl& Amory or sotrscmora. [Indium urmm and ainelliryof Ma prod tet far perdeal°r uses ate beyond the control of Hlliou Q,mp°ay of ladlanapelis Inc. Mastro all dim dun oar of that prodnet xre assumed by the user. Fl1k tfrrmaam ftadiartmmlit !rr WOO rw.vttt.R.wtIn tnfunarrlia I.rlow4049.lnat fwuneec.l)t9 • (%t7 41-Ifll. P..•ft711ot.l014 vv°wsdtt.usllwnmma 6T/9T'd 1.S31 SW0108 HEi310 PS:OT sem-co-silts censuring &design • strueMdengineen 16912 bolsa chica road, suite 101 huntington beach, co 92649 714 840-5582 4)I It @ne t.401 JOB NO. i,41 l o t BY yVl. DATE 0/ I4)- SH. I ' OF --et.41 AgeA 609 60) A >4 dl(,a) A-P- =.o 1 (5.11\60)(z)= $ erei l:lets' i.,tt D - $141 2. (, Sz. tV, c15)(2)= 1 I 3,445 • LO I5 1161 41 , 5 3 1 3 6ev,)6015)Cz .•I' , c -'lp , o48 , oo6 t, 40 .541 - 4' (2.4o1)G o' V z4 .4.51 L ,ass , q L Z 6 1, 3 8 z. 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I.12 e 1,54 L ,zs4 Y'5iiJ&57A0i6-- eri 1,J �' rt.� L,1115oJ oonwCYq+design • dttwlud .s,s 16912 balsa chic° road, suite 101 huntington beach, ca 92649 714 840-5582 omv JOB NO. t4 IDS BY YY DATE 13/ (4 SH. 4,1 OF r 6,j L) k et i t A70 A Q),. ma tam (4-0R)1.07 0 , 34.$ ,a41.5 to644- .l�Z'I 1315- — 2 1 i46,5Z lz) , W 03601 .'i t L°.l Z 44141 °I , . oD8 7 , oe# 3 , (, tiv.ag5j140-,►root t,1o3 ,Z416 .1,03.5 , r eo, - -731 ,414 <S toc ,0413 .131= , lolOv 3,14„ ,4 J4' 34I9/.(p 1,o , 6e 11,J3 341./t•a6o sal 0.15 t^,c ,121 It-) consulting&design • struaNndenglneen 16912Dolsa chtca road, suite 101 huntIngton beach, ca 92649 714 840-5582 JOB NO. WO BY �j DATE V 114- SH. IsOF GLeh,te41T Are.P--,-, CI!r} WI►4 A•', A Akl zv I Z __._-__ t54-6. , Zz-o , I & ci siocio %eel9 L,d 0 I. 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WOO BY VII / L DATE s/ ' 4' Sa OF ? a) t "rt � i � � I 1, SIP)05 12 (t ► )14 $� — t - v -$ A -'ion 0,49.E.Aiy oft. L— o fe.,a _ Zp (-7) c-C-1 it v- ` Zo y tVtc 4� v.- I 0 1 - �� � � � m� Pg t aY‘rt... Finv .L-En caiaEt ng d desfpn . structurd erglneers 5762 bolsa avenue. sulte 215 • huntIngton beach, ca 92649 714 891-5582 To 9 CA-o -rz � 2 . irb I /2v CP v-,s i s/ JOB NO4.11)5 BY DATE OA* SHM OF consulting idedgn • druclardengineers 16912 bolsa chlca road, sulle 101 hunlinglon beoch, co 92649 714 840-5582 11 101ei21oIZ kiALL G\P TRACK. JOB NO. l 4I D/3 BY iA•1 DATE Ol SH.5.d OF EL MS IT A (i 1J1-, X A. )( +st Ac l- To , 4 1,1S :TB , 415 . co o — 2 , Z. 1,00 .Zo , 4-15 •co9.5 .0(;) 3 . Z 1, o o . Zo • 41 S ► o4S . 06") moo x = 1,1b/,1 t.415 1(4 — SX Top •31 tat • 31 /• S`1 11J3 • 31 / 10/15 • Z1 Ls32 .Co2 11J y • C, io)«) / (Z-'0)(i 10)(toes5 ` q= z:Z1/144' St1 Z,Z1L,1.0e—it051J1 COO r8 ,13 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0293 DATE: 09/08/14 PROJECT NAME: WALGREENS INFUSION & RESPIRATORY SITE ADDRESS: 13035 GATEWAY DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: P (/ oa A«'11 KW Pcg&o < 1/-19 Building Division Fire Prevention Public Works 111 Structural Cp)- Planning Division Permit Coordinator et PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 09/09/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 10/07/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 CONTEGRA CONSTRUCTION CO TLC Page 1 of 2 Washington State Department of ILA Labor & Industries CONTEGRA CONSTRUCTION CO LLC Owner or tradesperson BARNARD, BRADLEY J Principals BARNARD, BRADLEY J, PARTNER/MEMBER WA UBI No. 603 374 901 STE 110 EDWARDSVILLE, IL62025 618-931-3500 Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CONTECC864OH Effective — expiration 09/08/2014— 09/08/2016 Bond Travelers Cas and Surety Co of America Bond account no. 106155695 $12, 000.00 Received by L&I Effective date 09/08/2014 09/03/2014 Expiration date Until Canceled Insurance National Fire Ins of Hartford $1,000,000.00 Policy no. 6012321131 Received by L&I Effective date 09/08/2014 04/01/2014 Expiration date 04/01/2015 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603374901 &LIC=CONTECC864OH&SAW= 11/05/2014