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HomeMy WebLinkAboutPermit M13-0211 - ANALYTICAL RESOURCES - REPLACE ROOF TOP UNITANALYTICAL RESOURCES 4611 S 134 PL M13-0211 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 2613200042 4611 S 134 PL Unit100 Project Name: ANALYTICAL RESOURCES MECHANICAL PERMIT Permit Number: M13-0211 Issue Date: 12/6/2013 Permit Expires On: 6/4/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ARION PARTNERS LLC 4611 S 134TH PL STE 100 , TUKWILA, WA, 98168 DYLAN BYERS 835 CENTRAL AV N , KENT, WA, 98032 ACCO ENGINEERED SYSTEMS INC 6265 SAN FERNANDO RD , GLENDALE, CA, 91201 ACCOESI971DU Phone: (253) 854-8444 Phone: (818) 244-6571 Expiration Date: 10/17/2015 DESCRIPTION OF WORK: REPLACE (1) ROOFTOP MAKE-UP AIR UNIT AND ITS CORRESPONDING EVAPORATIVE COOLER Valuation of Work: $32,000.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $588.19 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125 Sewer Distric: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations 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: Permit Center Authorized Signature: 2012 2012 2012 Date: OAP 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 ' • presume to give authority to violate or cancel the provisions of any other state or local la . .ting c. uct'.n or the performance of work. I am authorized to sign and obtain this developme t permit and ag : o t conditions attached to this permit. Signature: 'pj w _ _ 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: 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. 2: 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. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 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. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 13: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 15: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2328) • 16: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 17: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 18: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 1800 MECHANICAL FINAL 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST CITY OF TUMILA Community Develo lent Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi la WA. gov Mechanic•ermit No. t*/\ t'3 0)--1 1 Project No. Date Application Accepted: �1 S� 13 Date Application Expires: (For office use only) MECHANICAL 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 King Co Assessor's Tax No.: 261320-0042 Site Address: 4611 S. 134th Place Tenant Name: Analytical Resources Suite Number: PROPERTY OWNER Name: Dylan Byers Name: Analytical Resources City: Kent State: WA Zip: 98032 Address: 4611 S. 134th Place Email: dbyers@accoes.com City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Dylan Byers Address: 835 Central Ave. N. City: Kent State: WA Zip: 98032 Phone: (253) 854-8444 Fax: (253) 854-8220 Email: dbyers@accoes.com New Tenant: Floor: ❑ Yes ❑✓ .. No MECHANICAL CONTRACTOR INFORMATION Company Name: Acco Engineered Systems Address: 835 Central Ave. N. City: Kent State: WA Zip: 98032 Phone: (253) 854-8444 Fax: (253) 854-8220 Contr Reg No.: ACCOESI971DU Exp Date: Tukwila Business License No.: BUS -0100763 Valuation of project (contractor's bid price): $ 32,000 Describe the scope of work in detail: Replace (1) rooftop make up air unit and its corresponding evaporative cooler. Use: Residential: Commercial: New ❑ Replacement ❑ New ❑ Replacement Fuel Type: Electric ❑ Gas ❑✓ Other: H:\Applications\Forms-Applications On Line\201 I Applications \Mechanical Permit Application Revised 8-9-I I.docx Revised: August 2011 bh Page I of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace 1 Suspended/wall/floor mounted heater 1 Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler 1 Ventilation fan connected to single duct 1 Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu 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 extension of time for additional periods not to exceed 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, A T0 IZED AGENT: Signature: 41Pak Print Name: 1774/de' tinfpk/ Mailing Address: 635 4v6 A), Date: ////s/.3 Day Telephone: isa ate'51° (23) ggy- ow( City H:\Applications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-I I.docx Revised: August 2011 bh State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY I PAID Address: 4611 S 134 PL Unit100 Apn: 2613200042 MECHANICAL $466.31 PERMIT ISSUANCE BASE FEE PERMIT FEE TOTAL FEES PAID BY RECEIPT: R277 R000.322.100.00.00 R000.322.100.00.00 $28.26 $438.05 $466.31 Date Paid: Friday, December 06, 2013 Paid By: ACCO ENGINEERED SYSTEMS Pay Method: CHECK 007096 Printed: Friday, December 06, 2013 1:07 PM 1 of 1 CRWSYSTEMS 43,01,A 2908 Cash Register Receipt City of Tukwila Receipt Number R111 DESCRIPTIONS PermitTRAK ACCOUNT ( QUANTITY PAID $121.88 M13-0211 Address: 4611 S 134 PL 1 Apn: 2613200042 $121.88 MECHANICAL $121.88 PERMIT ISSUANCE BASE FEE PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R111 R000.322.100.00.00 R000.322.102.00.00 $4.24 $117.64 $121.88 Date Paid: Friday, November 15, 2013 Paid By: ACCO ENGINEERED SYSTEMS Pay Method: CHECK 007092 Printed: Friday, November 15, 2013 9:27 AM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $121.88 M13-0211 Address: 4611 S 134 PL 1 Apn: 2613200042 $121.88 MECHANICAL $121.88 PERMIT FEE R000.322.100.00.00 $65.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R109 . R000.322.102.00.00 $24.38 $121.88 Date Paid: Friday, November 15, 2013 Paid By: ACCO ENGINEERED SYSTEMS Pay Method: CHECK 007092 Printed: Friday, November 15, 2013 8:38 AM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION" 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 y 13-1 PERMIT NO. Proje t: Type of Inspectio. Ad�g� i p Date. Called: Special Instructions: Date Wanted: a.n Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �Smo s' i v0...)w0 -APpi ' �► - Dae: FINS ECTION FEE REQUI D. Prior to next inspection. fee must be aid 6300 Southcenter Blv .. Suite 100. Call to schedule reinspection.... INSPECTION RECORD Retain a copy with permit INSPECTION NO. rAt 3-02.1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 (206) 431-3670. Project: A tJ A LL -b- k co A (_ iZ, ci..,t.Jea Type of Inspection: s [- t AJ A L—s,(Yta Address: 46)11 S Pt, Date Called: , stuffy Special Instructions: y 4T 1..j& I 100. t le C A Date Wanted: I ^ 1 .5 .— j l.. a.m. p.m. Requester: (VI 4I/C Phone No: 2©%-gga-cLSl UApproved per applicable codes. QCorrections required prior to approval. COMMENTS: 51-11 I T S b cW 0? i hh17-i t-� elf ✓P �, 4 7 t ittc ?tor: Date: INSPECTION F E REG lRED. Prior to next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit /14 3 . 4 PERMIT N0. bi4 Projec't:/ ���.... , t ZiJ( "CT' � .ess!a-i J f TYG�I C.1 Co1 �- / /V Address: `�' ..�W / 134 _- R__.. Date Called: Special Instructions: / / Date Wanted! ,. //00dtc p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: t\. sem" 6A ci,Jt�> , Ins ector: Date:/ —� f /4 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 10..e 5o � Type. of I s ection ...-0-. / 1 i L Address: l.(bli' 5 Suite #: l 3(l hl Permits: Contact/Person: Special Instructions: , Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f44 C i- fic Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: cnvx 5-Z Date: / J� 9kei Hrs.: I 'i $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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /4) 3 - 0.21( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ri- A) -1, c, (---, _.------- -- — Type of In pection: PA ec, rAddress: / i Suite #: /3 y �I Contact Person: Special Instructions: pvitiel d ,e,a✓zde i /20_,5j, Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Pre -Fire: Monitor: Permits: Occupancy Type: ///)/ute, t -Yil- pvitiel d ,e,a✓zde i /20_,5j, t,... pf ( 011_ -t-0 z05Pot_4; p ., pc p Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Pre -Fire: Monitor: Permits: Occupancy Type: Inspector:1k ,,\ s----(3-, Date: ///f// if 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 6/11/10 T.F.D. Form F.P. 113 PZLE Cony Per* AN, Structura 1 Ca lculatJons For Analytical iRRsources 4&11 S. 134th Flace Tukwila, WA (30,1&O REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2013 City of Tukwila BUILDING DIVISION M t 3q)21 RECEIVED CITY OF TUKWILA NOV 1 52013 11/12/2013 PERMIT CENTER Prepared for: ACCO Engineered Systems By: D.S. Engineering (Job: 13-490) 3121 14 1th Place SE Mill Creek, WA 95012 T: 425.33S.4-1-16 IS C=A. (MIN) CURB ADAPTER REPLACING AIR UNIT (WT.: 1360 lbs.) amilimainose (E) ROOF DECK ADD (2)-"10 HEX -HEAD SCREWS BETWEEN L3x3x3/I6 COL. AND L2x2x3/16 2' 11/12/2013 (I)-"10 HEX -HEAD SCREW g 6' FROM EA. CORNER 4 24' O.G. IN BETWEEN (MIN. (8)-"10 SCREWS BETWEEN AIR UNIT 4 CURB ADAPTER) (I) -"I0 HEX -HEAD SCREW (i) 6' FROM EA. CORNER 4 24' O.C. IN BETWEEN (MN. (10)-"10 SCREWS BETWEEN CURB ADAPTER 4 (E) CURB) REPLACING COOLER (WT.: 410 lbs.) c{ � _--- 41 I�' NEW L2x2x3/16 UNDER COOLER (4 SIDES) W/ "10 HEX -HEAD SCREW 6 6' FROM EA. CORNER 4 24' O.C. IN BETWEEN NEW L3x3x3/16 COL. (I'-61/2' LONG 9 4 CORNER) BEARING IE 3/16'x31/2'x3('2' W/ (2)-"8 WOOD SCREWS TO P.T. 2x10 :.. P.T. 2x10 (11-0' LONG) W/ (6)-"8 WOOD SCREWS TO (E) ROOF DECK ADD C3x4.1 UNDER (E) ROOF DECK BETWEEN (E) STEEL TRUSS (LENGTH: (E) TRUSS SPACING PLUS 6') \- -rt (E) ROOF DECK NOTES: 1. ANGLE, IE AND CHANNEL SHALL CONFORM TO ASTM A36, Fy = 36 ks I. 2. WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E?OXX ELECTRODES. D.S. Engineering Design Notes: "International Building Code 2012" (Analytical Resources: 4611 S. 134th Place, Tukwila, WA 98168) Seismic (ASD): Site Classification: `D' Design Spectral Acceleration: SDS = SMS * 2/3 = 0.995g SDI = SMI * 2/3 = 0.559g Component Coefficients: ap = 2.5 Rp = 6.0 Ir = 1.0 Wind (ASD): 85 MPH, Exposure `B', IW = 1.00, KZt = 1.00 Project: Job#: 13-490 Since Replacing Unit Weight is less than Existing unit, Existing Roof Member will NOT CHECK. In this project, the connection will be designed only. SEE MECH. DRAWINGS FOR UNIT LOCATIONS 3121 147t1i Place SE Mill Creek, WA 98012 T: 425.338.4776 mapquest developers Latitude/Longitude Finder To locate a lat/long coordinate, enter a starting address. STREET 4611 S. 134th Place CITY Tukwila STATE ?JP WA 98168 COUNTRY United States Clear Sign In I Create Account I i Quick Start I Business Solutions I APIs ; Mapping Tools I Resources I Blog NOTE: Drag the POI or click on the map to update marker location and latitude/longitude. Quality refers to the Geocode Quality Code. LATrruDE: 47.483499, LONGRUDE: -122.275104, QUALITY: LIMA Copy LATfLON G Platforms IL Technologies Popular Products Quick Start for Developers Quick Start for Easy Mapping ibols Licensed Data APIs Open Data APIs JavaScript Maps API Flex Map API Geocoding API Web Service Directions API Web Service Search API Web Service eg02012 MapQuest, Inc. All rights reserved. Privacy Poky 'Terms of Use Support licensing Developer Forums Cmtact Us FAQ Products MapQuestcom Mobile Products Route Planner Gas Prices Get Ma pQuest AppKey/P Related Distance Calculator Quick Start for Easy Map Tools Contact Us Follow MapQuest MapQuest Developer Blog MapQuest Bkg MapQuest on Facebock MapQuest m Twitter Join cur Mailing list Site E4 USW Design Maps Summary Report User -Specified Input Report Title Analytical Resources Sun October 20, 2013 22:49:48 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available n 2008) Site Coordinates 47.4835°N, 122.2751°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III mopiltest K -�l ' r• •{:.} . _.. c. 02013' IiiLit":r •`a, � •®MdpQoest' USGS-Provided Output Si = 1.492 g Si = 0.559 g Sm. = 1.492 g SM, = 0.838 g S9s = 0.995 g Sp, = 0.559 g 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 1.75 1.20 1.05 0.90 A 0.75 0.60 0.15 0.30 0.15 550 0.00 0.20 0.40 MCER Response Spectrum 0.00 0.90 1.00 1.20 1.40 Period. T (see) 1.60 1.90 2.00 1.10 1.00 0.50 0.90 0.70 O 0.60 in 0.50 0.40 0.30 0.20 0.10 0.00 0.00 0.20 Design Response Spectrum 0.40 0.00 0 90 1 00 1 20 1.40 Period, T (sec) 60 1.90 2.00 Although this information 's a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool ls not a substitute for technical subJect-matter knowledge. CD 4) 6 0 L) ci <C c) qD c: o 2 X X Ct) 4.1.J "Z 52 5/E: 5; 9 / I 94 I 3/16 UNIT 52 IjI ,-.S.,VAPORATOik" HOUSING Harigi•-.c; Liftinci Eyes Ir'P. 4 Corer) ••• da I /2 -."•Rurrier En.-:Iosure NGas 7rain & EIetrc 'Aces[}:or motca.Q.„1".)r,,es /iNI.E1 SCREEN CcoLNC!,.10DIJAL (D 90-8924 ANALYTICAL RES. ‘c, NO 1 Dot i 7cr. EVAP HOUSNG D.,. CIALVIBRIDGE. ENGINEERING INC .•: • E- :A? --1.50 89.23 5.13 69 50 8.38 1 43 36 16ga G90 Adapter Fully Assembled 85.75 1777 1 —1 DRAWN Ted Stacy Wesi 1:1 gel 731 engineered Systems Construction • Glendale/LA. 818-244-6571 • San Leandro 510-346-4300 • San Diego 858-695-3977 • Sacramento 916-520-2100 • Orange County 714-352-2226 • Bakersfield 661-631-1975 • SeattleJTacoma 253-854-8444 • Fresno 559-251-2226 SUBJECT: JOB NAME: JOB NO: 55. CONT LIC: CA # 20696 WA #ACCOESI971DU wwtiv.accoes.com tz.E.5437:1124>4 DATE: t� 13 AZ #RO 08 288 NV #2549 6 Lateral Analysis: : Model: WT. = 1,360 # + 410 # Seismic Design (ASD) Between Units at Adapter F, = ((0.4 a, SD, )x(1 + 2z/h)xWp}/(Rp/Ip) = 0.50 Wp = 880 lb. (EQ. 13.3-1) F,MAx = 1.6 SDs 1p Wp 1.59 Wp (Equation 13.3-2) Fp,„, = 0.3 SDS Ip Wp 0.30 Wp (Equation 13.3-3) From: a, = 2.5 SDs = 0.995 R, = 6.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) l,= 1.0 per ASCE 7-10 Section 13.1.3 W, = 1770.0 lb. Mean Roof Height (h): 50.0 ft. Comp. Attachment Height (z): 50.0 ft. Ground Motion: SMS = Fa*Ss = 1.492 SM, = F„*S, = 0.838 Sps = (2/3)*SMs = 0.995 SM1 = (2/3)*SMI = 0.559 Mech Unit: W = 48.625 in. D = 147.000 in. (D>W) H = 52.625 in. Weight = 1770.00 lb.( Unit Weight + Misc) 0.7 Fp = 616 lb. Check Overturning : T1 = Cl = 0.7Fp* (H/2) / 88.5" = T2 = C2 = 0.7Fp* (H/2) / 42.5" = Res = (0.6-0.2SDsx0.7)x(Wp/2) = 183 lb.---> No Uplift 381 lb.---> No Uplift 408 lb. (ASCE 7-10 Section 2.4 Basic Combinations Equation 8.) Wind Design (ASD): Exposure 'B', 85 mph, 50ft (Max. Height) qZ = 0.00256(K2) (KZ,) (Kd) V2= 12.73 psf > 16x(0.6) psf. : ASCE 7-10 Section 29.8 K, = 0.81 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 KZ, = 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 Kd = 0.85 : Wind Directionality Factor, in accordance with Table 26.6-1 V = 85.00 : Basic Wind Speed from Section 26.5 (Risk Category II) Fig.26.5-1A. GCr = 1.90 : 1.5 for rooftop structures & equipment with Af less than (0.1 Bh) (GCr) shall be permitted to be reduced linearly from 1.5 to 1.0 as the value of Af is increased from (0.1 Bh) to (Bh) Fh = (qh) (GCr) (A0(0.6) = 780 lb. Check Overturning : T1 = Cl = [Wind Load*W*H*(H/2)/ 88.5" = 67 lb.---> No Uplift T2 = C2 = [Wind Load*D*H*(H/2)/ 42.5" = 424 lb.---> No Uplift Res = 0.6x(Unit Weight /2) = 531 lb. (ASCE 7-10 Section 2.4 Basic Combinations Equation 7.) 1z: ".. . . Lateral Analysis: : Model: WT.= 1,360 # + 410 # Seismic Design: Between Adapter 8t (E) Curb F, = {(0.4 a, S„ )x(1 + 2z/h)xWp)/(Rp/Ip) = 0.50 Wp = 930 lb. (EQ. 13.3-1) FPM,AX = 1.6 Sos 1p Wp 1.59 Wp (Equation 13.3-2) F,,MMN, = 0.3 Sos Ip Wp 0.30 Wp (Equation 13.3-3) From: a, = 2.5 Sos = 0.995 R, = 6.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) l,= 1.0 per ASCE 7-10 Section 13.1.3 W, = 1870.0 lb. Mean Roof Height (h): 50.0 ft. Comp. Attachment Height (z): 50.0 ft. Ground Motion: SMS = Fa*Ss = 1.492 SM1 = F„*S1 = 0.838 SDS = (2/3)*SMs = 0.995 SM1 = (2/3)*SM1 = 0.559 Mech Unit: W = 49.000 in. D = 147.000 in. (D>W) H = 52.625 in + 4" Adapter Weight = 1870.00 lb.( Unit Weight + Misc) 0.7 Fp = 651 lb. Check Overturning : T1 = Cl = 0.7Fp* (H/2+4") / 85" = T2 = C2 = 0.7Fp* (H/2+4") / 69" = Res = (0.6-0.2SDSx0.7)x(Wp/2) = 232 lb.---> No Uplift 286 lb.---> No Uplift 431 lb. (ASCE 7-10 Section 2.4 Basic Combinations Equation 8.) Wind Design (ASD): Exposure 'B', 85 mph, 50ft (Max. Height) qZ = 0.00256(K,) (KZ1) (Kd) V2= 12.73 psf > 16x(0.6) psf. : ASCE 7-10 Section 29.8 K, = 0.81 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 KZ, = 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 Kd = 0.85 : Wind Directionality Factor, in accordance with Table 26.6-1 V = 85.00 : Basic Wind Speed from Section 26.5 (Risk Category II) Fig.26.5-1A. GCr = 1.90 : 1.5 for rooftop structures & equipment with Af less than (0.1 Bh) (GCr) shall be permitted to be reduced linearly from 1.5 to 1.0 as the value of Af is increased from (0.1 Bh) to (Bh) Fh = (qh) (GCr) (Ar)(0.6) = Check Overturning : T1 = Cl = [Wind Load*W*[(H+4)2/2]/ 85" _ T2 = C2 = (Wind Load*D*[(H+4)2/2]/ 69" _ Res = 0.6x(Unit Weight /2) = 839 lb. * A, = (H+4")x(D) 82 lb.---> No Uplift 302 lb.---> No Uplift 561 lb. (ASCE 7-10 Section 2.4 Basic Combinations Equation 7.) %.63 2 < I U r tvir b I C,%E „ 4 k AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness d = nominal screw diameter Designation Dia., d, in. (in ) dW = the larger of the screw head or washer # 2 0.0860 25 ga. 0.0188 diameter, but not larger than 1/2"(5/16"ti,IN) # 3 0.0990 22 ga. 0 0283 FS = factor of safety = 3.0 # 4 0 1120 20 ga. 0.0346 Pas = allowable shear force per screw # 5 0 1250 18 ga 0 0451 Pns= nominal shear strength per screw # 6 0 1380 16 ga. 0 0566 Pat = allowable tension force per screw # 7 0 1510 14 ga 0 0713 Pm = nominal tension strength per screw # 8 0 1640 12 ga 0 1017 PPS, = pull-out force per screw # 10 0 1900 Fu =45ksi min Ppov= pull-over force per screw # 12 0 2160 t, = thickness of member in contact 1/4 in. 0 2500 with the screw head NOTE - t2 = thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" with the screw head are not to be used F,,, = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head be less than 1.25 Pns = 3.75 Pas Fut = tensile strength of member not in 3 ) The tested tension capacity of the screw shall not . contact with the screw head be less than 1.25 Pm = 3.75 Pa, E6.3 Shear E6.4 Tension Pas = P ns/3 Pai = P rn/3 For t2/t, <=1.0 Pas shall be taken as the smaller of Pa, shall be taken as the smaller of Pas = 1 4 (t23 d)17F,.2 Pull - Out Pas = 0.9 ti d F., Pa, = 0 283 t> d F.o Pas = 0.9 t2 d F„2 Pull - over P.=05t,d„,F,.. For t2/t, >=2.5 Pas shall be taken as the smaller of Pas =0.9 t,dF,,, Pas = 0.9 t2 d F._' For 1.0< t2/t, <2.5 Pas shall be determined by the ,j(• linear interpolation between the above two cas-: A, OWABLE LOADS (lbs.) SCREW a -�:#1: #16 #8 #6' SIZE •d .;0.216 ..• d= 0.1$0 d = 0:1134 • d = 0:438. , GAUGE SHEAR PULL-OUT SHEAR PULL-OUT SHEAR PULL-OUT SHEAR PULL-OUT 25 75 52 71 46 66 39 60 33 22 139 78 131 69 121 59 111 50 20 188 95 177 84 164 72 151 61 18 280 124 263 109 244 94 224 79 16 394 156 370 137 344 118 315 100 14 557 196 523 173 474 149 398 125 12 890 280 783 246 675 213 568 179 Min. Edge Dist. and o/c Spacing 11/16 in. 9/16 in. 1/2 in. 7/16 in. SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. RDF INDOOR/OUTDOOR DIRECT -FIRED GAS HEATING/MAKEUP AIR SYSTEM DIMENSIONS + or- 1/8" (3mm) FOR COMMERCIAL & INDUSTRIAL APPLICATIONS Model Sizes A B C D E F G H J K L M 1-20-3, 1-40-3, 88 37-1/8 44-3/16 84-13/16 45-1/2 241/2 10-1/2 5-7/16 14-9/32 15-5/8 21-29/32 19-1/8 1-50-3, 1-65-3 �, 1,237 1,734 2,154 , 1,321 413 135 278 394 691 691 2-80-3, 2-120-3 (88) 48-11/16 68-1/4 84-13/16169-1/ 2,111 t 52 16-1/4 5-5/16 10-15/16 15-1/2 27-9/32 27-7/32 3-180-3, 3-260-3 135-3/4 61-5/8 82-9/16 132-9/16. 83-1/8 64-9/16 19-1/16 5-5/32 13-13/32 21-5/8 37 37-3/32 Model Sizes N P Q R S T U V W X Y Z 1-20-3, 1-40-3, 7-11/16 14-5/8 12-5/8 31-1/8 31-1/8 21-3/4 18-3/4 7-3/4 5-1/4 13-1/8 8-9/16 42-7/32 1-50-3, 1-65-3 370 802 189 1,705 1,411 933 933 367 102 530 221 1,422 2-80-3, 2-120-3 16-5/16 2421/32 11-7/32 55-3/16 42-5/8 27-1/4 27-1/4 16-5/32 6-11/32 15-3/32 8-3/4 48-15/16 3-180-3, 3-260-3 14-9/16 31-9/16 7-7/16 67-1/8 55-9/16 36-3/4 36-3/4 14-7/16 4 20-7/8 8-11/16 56 Model Sizes A B C D E F G H J K L M 1-20-3, 1-40-3, 1-50-3, 1-65-3 2,235 943 1,122 2,154 1,156 622 267 138 363 397 556 486 2-80-3, 2-120-3 2,235 1,237 1,734 2,154 1,765 1,321 413 135 278 394 691 691 3-180-3, 3-260-3, 3,448 1,565 2,097 3,367 2,111 1,640 484 131 341 549 940 942 Model Sizes ' N P Q R S T U V W X Y Z 1-20-3, 1-00.3, 1-50-3, 1.65-3 195 371 321 791 791 552 476 197 133 333 217 1,072 2-80-3, 2-120-3 414 626 285 1,402 1,083 692 692 410 161 383 222 1,243 3-180.3, 3-260-3 370 802 189 1,705 1,411 933 933 367 102 530 221 1,422 I J Ji K Top View Bottom 1 Discharge Ii f (L x M) M N P Control Side abinet eight) R 3,, (76mm) Outside Air Opening (R S) See Outside Air Hood or Filter Cabinet Dimensions.) S I" (25mm) Rear View C (Cabinet Width) T —. V W Horizontal Discharge (T x U) U 5/8" t•-• E (Inside Width of Curb Cap) 7mm) Front View Form RZ-NA-C-RDF Page 25 B (( H D o e Control Compartment* C o= o o o a o o m� • a o.- Blower Compartment - • 24V Wiring** Supply Wiring** Gas Supply NT ►— (Y and Z) I _ Z I - (6 I ' D (Inside of Curb Cap) --A (Full Length of Outside of Curb Cap) Control Side abinet eight) R 3,, (76mm) Outside Air Opening (R S) See Outside Air Hood or Filter Cabinet Dimensions.) S I" (25mm) Rear View C (Cabinet Width) T —. V W Horizontal Discharge (T x U) U 5/8" t•-• E (Inside Width of Curb Cap) 7mm) Front View Form RZ-NA-C-RDF Page 25 HEADER SECTION DETAIL STAINLESS STEEL WATER DEFLECTOR HOUSING, GRADE 304 I 47" 45" ELEVATION VIEW (INTAKE) Premier Ir1,dti.stries, Inc. 11050 N. 22nd Ave., Phoenix, AZ 85029 TYPICAL INDUSTRIAL EVAPORATIVE COOLING MODULE CLASS (LESS THAN 91' HIGH) REF: Ouole.1 13264 WATER DISTRIBUTOR PIPE (HEADER PIPE) MEDIA SUPPORT CHANNELS AIR BYPASS BAFFLE SUMP REMOVEABLE MEDIA SUPPORT RAILS (TYP 2) AIR FLOW BALANCING VALVE COOLING MEDIA RISER PIPE PUMP 20" SIDE VIEW- (INTERIOR SHOWN) CLASS C EVAPORATIVE COOLING MODULE, SINGLE HEADER NOT TO SCALE (WATER DISTRIBUTION) PIPE AT TOP OF MEDIA Rev 580005 Description Steel Beam Design -41).D, tzw, (e) "ITAASS- (.1. LGeneral Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : C3X4.1 Fy 36.O0ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Center Span Left Cant. Right Cant Lu : Unbraced Length Pinned -Pinned 7.00 ft Bm Wt. Added to Loads 0.00 ft LL & ST Act Together 0.00 ft 0.00 ft Minor Axis Bending ! Loint Loads Dead Load Live Load Short Term Location #1 #2 0.105 0.105 2.670 4.330 Note! Short Term Loads Are WIND Loads. #3 #4 #5 #6 Using: C3X4.1 section, Span = 7.00ft, Fy = 36.0ksi End Fixity = Pinned -Pinned. Lu = 0.00ft, LDF = 1.000 Actual Moment 0.305 k -ft fb : Bending Stress 18.693 ksi fblFb 0.787:1 Shear fv : Shear Stress fv / Fv 0.119 k 0.155 ksi 0.011 : 1 4t, ON- ceatm #7 k k k ft Beam OK Allowable 1G tri co rn o 4 Static Load Case Governs Stress 0.388 k -ft Max. Deflection 23.760 ksi Length/DL Defl Length/(DL+LL Defl) 11.086 k 14.400 ksi -0.472 in 178.1 : 1 178.1 : 1 Force & Stress Summary «-- These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum Only Coil Center A Center 0 Cants as Cants Max. M + 0.31 k -ft 0.31 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 0.12 k 0.12 k Shear @ Right 0.12 k 0.12 k Center Deft. Left Cant Defl Right Cant Defl ...Query Defl @ -0.472 in -0.472 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 0.000 0.000 0.000 0.000 Reaction @ Left 0.12 0.12 Reaction @ Rt 0.12 0.12 Fa calc'd per Eq. E2-1, K'L/r < Cc I Beam, Minor Axis, Passes Table 65.1, Fb = 0.75 Fy per Eq. F2-1 -0.472 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in 0.12 k 0.12 k c)).1pe, coo-ot) scmt, t('ee tt- CeP) I C I 1 '` %ox („)o.. Cm ()--' 2z C,MD 39E --cf. .T. 2-x 0 Le X -Te/ f)4.A/616440o) ze.66s,/coot4., co 3'-0" 92„ 1 42 " EXISTING KICKER OFF OF CMU WALL UP TO ANGLE (TYPICAL) NEW UNIT EXISTING UNIT EXISTING CMU WALL EXISTING TRUSS PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-0211 DATE: 11-15-13 PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 S 134 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued e, gding DEPARTTMMENTS: I Division 6 Public Works '1n t1,4 -2`r) Fire Prevention Structural Planning Division Permit Coordinator U DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-19-13 Complete Incomplete Fl Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 12-17-13 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 ANALYTICAL SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Electrical Plumbing Gas Piping City of Tukwila °BUILDING DIVISION RESOURCES 4611 S 134TH PLACE TUKWILA, WA 98168 ACCO JOB #875504 engineered systems 835 NORTH CENTRAL AVENUE, SUITE #132, KENT, WASHINGTON, 98032 OFFICE (253) 854-8444 FAX (253) 854-8220 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2013 ;,✓ City o T iia BUILDING D !SION HVAC LEGEI DUCT SYMBOL LEGEND PIPING SYMBOL LEGEND ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBRV. DESCRIPTION ABBRV. DESCRIPTION ABBRV. DESCRIPTION NEW(N) & EXISTING(E) RECTANGULAR SUPPLY AIR DUCT RISER -r-1 '- MANUAL VOLUME DAMPER 4 • AUTOMATIC AIR VENT ABV. A/C A D. ADJ. A.F.F. A.P. APPROX. & 0 BD. B.D.D. B.F. BF.V. B.O.D. B.O.P. B.V. BLDG, BTM. CLG CFM CH.V. CI'IWR CHWS CMU CONC. CONN. CONT'R. CWR CWS COND. DMP'R. DET. D/L DN. DWG (E) EA E.A. EAG EAR EL. ELB ELECT. ELEV. EQUIP, EXH EXP EXT. (F) F.C. FD FIN. FLEX FIR FSD FT. ABOVE AIR CONDFI1ONING ACCESS DOOR ADJACENT ABOVE FINISHED FLOOR ACCESS PANEL APPROXIMATE AND AT BOARD BACKDRAFT DAMPER BOTTOM FLAT BUTTERFLY VALVE BOTTOM OF DUCT BOTTOM OF PIPE BALL VALVE BUILDING BOTTOM CEILING CUBIC FEET PER MINUTE CHECK VALVE CHILLED WATER RETURN CHILLED WATER SUPPLY CONCRETE MASONRY UNIT CONCRETE CONNECTION CONTRACTOR CONDENSER WATER RETURN CONDENSER WATER SUPPLY CONDENSATE DAMPER DETAIL DOOR LOUVER DOWN DRAWING EXISTING EACH EXHAUST AIR EXHAUST AIR GRILLE EXHAUST AIR REGISTER ELEVATION ELBOW ELECTRICAL ELEVATOR EQUIPMENT EXHAUST EXPANSION EXTERIOR FUTURE FLEXIBLE CONNECTION FIRE DAMPER FINISH FLEXIBLE FLOOR FIRE SMOKE DAMPER FOOT (FEET) GA, GALV. G.I. G.V. GEN. GPH GPM GYP HGT. HI. H.OA. HR. HWR HWS I.D. IN. / INT, LBS. L L.D. MA MACH. MAN. MAX. M.D. MECH. MFR.MANUFACTURER MIN. MISC. MTL. MIR. M.U.A. M.V.D. (N) N/A NC N.I.C. NO NO. N.R. NTS O.C. O.CD.. OPER. OPP. OPN'G. O.S.A. P.O.C. PLUMB'G. P.S.I. GAUGE GALVANIZED GALVANIZED IRON GALVANIZED GATE VALVE GENERAL GALLONS PER HOUR GALLONS PER MINUTE GYPSUM HEIGHT HIGH HAND -OFF -AUTO HOUR HOT WATER RETURN HOT WATER SUPPLY INSIDE DIMENSION INCH INSULATION INTERIOR UNED LONG POUNDS LINEAR DIFFUSER MIXED AIR MACHINE MANUAL MAXIMUM MOTORIZED DAMPER MECHANICAL MINIMUM MISCELLANEOUS MOUNTED METAL MOTOR MAKE UP AIR MANUAL VOLUME DAMPER NEW NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NUMBER NOT RATED69- NOT TO SCALE ON CENTEROUTSIDE DIMENSION OPERATING OPPOSITE OPENING OUTSIDE AIR POINT OF CONNECTION PLUMBING POUNDS PER SQUARE INCH (R) R R.A.RETURN RAG RAR RND. REQD REV. RF. RM. S.A. SAG SAR S.D. SHT. S.I. S.M. SQ. S.S. STD. STRUCT SUSP SW SWG SWR TAG T.F. T.O.D. T.O.P. TRANS. T'STAT TYP. UBC U.C. U.G. UMC U.N.O. U.T.R. V. VAV VLV. VSD VOL. WMS WT. RELOCATE RADIUS AIR RETURN AIR GRILLE RETURN AIR REGISTER ROUND REQUIRED REVISION ROOF ROOM SUPPLY AIR SUPPLY AIR GRILLE SUPPLY AIR REGISTER SMOKE DETECTOR SHEEP SOUND INSULATION SHEET METAL SQUARE STAINLESS STEEL STANDARD STRUCTURAL SUSPENDED SWITCH SIDE WALL GRILLE SIDE WALL REGISTER TRANSFER AIR GRILLE TOP FLAT TOP OF DUCT TOP OF PIPE TRANSFER THERMOSTAT TYPICAL UNIFORM BUILDING CODE UNDER CUT UNDER GROUND UNIFORM MECHANICAL CODE UNLESS NOTED OTHERWISE UP THROUGH ROOF VENT VARIABLE AIR VOLUME VALVE VARIABLE SPEED DRIVE VOLUME WIRE MESH SCREEN WEIGHT (N) " "`d4" (E) (N) , . i, (E) NEW(N) & EXISTING(E) RECTANGULAR RETURN AIR DUCT RISER O MECH. CONT'R. TO PROVIDE EQUIPMENT & INSTALLATION (U.N.0.) BALL i� VALVE (N) • (E) NEW(N) & EXISTING(E) RECTANGULAR EXHAUST AIR DUCT RISER - [p MOTORIZED DAMPER (ELECTRIC) ,,��,, - I I BUTTERFLY VALVE (N) s (E) NEW(N) & EXISTING(E) ROUND AIR DUCT RISER [p--:- Il-- MOTORIZED DAMPER (PNEUMATIC) [ BLIND FLANGE (N) (E) .. NEW(N) & EXISTING(E) ALUMAFLEX SINGLE UNE RECTANGULAR OR ROUND DUCT (UNLESS NOTED OTHERWISE) ® POINT OF CONNECTION CHECK VALVE �� t ----5 (N)(E) NEW(N) & EXISTING(E) GALVANIZED DOUBLE UNE RECTANGULAR OR ROUND DUCT (UNLESS NOTED OTHERWISE) RETURN AIR GRILLE (NEW & EXISTING - 24x24 PANEL) CIRCUIT SETTER I « X, ,rX�EXISTING 0)(C.1((:?, DUCTWORK TO BE DEMOLISHED ' i RETURN AIR REGISTER (NEW dc -SURF. MTD.) `�' DRAIN (ROOF, FLOOR) (I-0-5. i SINGLE de DOUBLE LINE DUCTWORK WITH TRANSITIONAL FONG 1 i{ RETURN AIR GRILLE - 24x12 (NEW & IXISTING - T -BAR CEIL'C) 46- END CAP SQUARE ROUND SQUARE TO ROUND TRANSITIONAL FITTING 0INSUL REVISION CLOUD FLOW SWITCH SQUARE II--��---���--"`""'' OVAL SQUARE TO OVAL TRANSITIONAL RUING / (\ REVISION DELTA —psi— GATE VALVE ) k....-� 0 j O 90' RADIUS ELBOW OI , 90 SQUARE ELBOW WfTH TURNING VANES O2 ROUND CEILING DIFFUSER NEW & EXISTING) ( ;:, FLEXIBLE CONNECTION ROUND DUCT TURNING DOWN IC), RECT. DUCT TURNING DOWN 021 SECTION NUMBER SECTION CALL OUT SYMBOL CONTROL � QED ©. 7 FLOW � SHEET NUMBER AT AIR TIGHT (DOOR, SHAFT, ETC.) BY OTHERS. 0 iVj' SUPPLY AIR GRILLE (NEW & EXISTING - 24x24 PANEL) PETE'S PLUG -L BACK DRAFT DAMPERLr.\ ;' SUPPLY AIR REGISTER (NEW & EXISTING - SURF. MTD.) PIPE (NEW) rI CEIUNG OR DUCT ACCESS PANEL OR DOOR pS SMOKE DETECTOR (AREA TYPE) T -p': PIPE (EXISTING) i CENTER LINE __=! SMOKE DETECTOR (DUCT TYPE) Q • ' PRESSURE GAUGE WITH COCK -DETAIL NUMBER DETAIL =BELT SYMBOL SHEET NUMBER IMTD SIDE WALL REGISTER, GRILLE -p-- REDUCER EXHAUST AIR GRILLE (NEW & EXISTING - 24x24 PANEL) ® WALL SWITCH —PIPE WATER SYSTEM TYPE LL OUT SYMBOL X —RISER R EXHAUST AIR REGISTER (NEW & EXISTING - SURF. MTD.) UT # THERMOSTAT WITH ZONE NUMBER SCHRAEDER VALVE OELECT. CONN. LOCATION TO EQUIP. (APPROX.) BY ELECT. CONTR. 'L 1/..1,1 TRANSFER AIR GRILLE (NEW & EXISTING - SURF. MTD.) STRAINER ® EQUIPMENT TAG LABEL COOLING ONLY VAV BOX WITH SQUARE TO ROUND OUTLET I STRAINER W/DRAIN VALVE AND HOSE ADAPTER FIRE DAMPER (SINGLE UNE AND DOUBLE LINE) I.*a -- REHEAT VAV BOX WITH SQUARE TO ROUND OUTLET SENSOR WELL -13-• == TEMPERATURE DAMPER (SINGLE LINE AND DOUBLE LINE) COOLING ONLY VAV BOX WITH RECTANGULAR LINED S.M. PLENUM = THERMOMETER L L. , •FIRE/SMOKE ® ''-----� e FIRE DAMPER LABEL REHEAT VAV BOX WITH RECTANGULAR LINED S.M. PLENUM ---- L Hr -------1 TRIPLE DUTY VALVE FIRE/SMOKE DAMPER LABEL 12"250 CFM 250 CFM W 12x12 -4W 250 C DIFFUSER NECK SIZE - AIR PATTERN - AIR VOLUME III UNION ��\�IUlillllllllllll���� FLEXIBLE DUCT v Q VENT II UNEAR DIFFUSER (SUPPLY OR RETURN) III VICTAULIC COUPLING (3) WATER FLOW DIRECTION DRAWING SCHEDULE LOG REVISIONS A\ 11/15/2013 ISSUED FOR PLAN CHECK REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan reviewfee_ DWG DRAWING TITLE AC0.00 COVER SHEET, DRAWING INDEX AND SYMBOL LEGEND • AC0.01 EQUIPMENT SCHEDULE & POWER LOAD DIAGRAMS • AC1.02 ROOF HVAC PLAN AND STRUCTURAL DETAILS • SCOPE OF WORK REPLACE (1) ROOFTOP MAKE UP AIR UNIT AND ITS CORRESPONDING EVAPORATIVE COOLER. FILE COPY Permit No. 2 Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of an e� or ordinance. Receipt p 10 T :III City Of lbkwila BUILDING DMSION MI3'O i rDATE: 11/15/13 ISSUED FOR PERMIT engineered systems 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854-8444 THE WITHIN DESIGN IS EXCLUSIVELY OWNED BY ACCO ENGINEERED SYSTEMS, AND IS NOT INTENDED FOR PUBLICATION. EXHIBITION HEREOF IS SOLELY FOR THE PURPOSE OF EFFECTING A SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND OR CONTROLS SYSTEMS. /A\ 11/15/13 No. Date Revisions RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER ISSUED FOR PERMIT Description MJH By Project ANALYTICAL RESOURCES 4611 S 134TH PLACE TUKWILA, WA 98168 Title COVER SHEET, DRAWING INDEX, & SYMBOL LEGEND Designed By Drawn By 875504 Job Number NONE Scale X CS Checked By D. DALLUM Project Manager ACO.00 File Name Of Sheets EXISTING MAKE-UP AIR UNIT (DEMO) SYMBOL LOCATION MANUFACTURER & MODEL No. CFM S.P. HEATING EVAPORATIVE COOLING FAN MCA MFA MOCP VOLTAGE HEATING UNIT WEIGHT (Ibs) EVAP COOLER WEIGHT (Ibs) REMARKS INPUT MBH OUTPUT MBH MBH EAT LAT WATER USAGE WATER FLOW BHP HP ROOF ?, •r7 1. I i .>.':' 0 t,, ,,5 :. 00 r� ;1 1245 �.r'' _ ' _. 86 GPM - 1 1,1 .. .n.l, l,]Wl,�°�3 � 1 4.60 520 CITY`, ,.'"a;{. 'alb :' jE DETECTOR IN SUPPLY Pt_.EN JM, ST') , .I?'i..t:.:. S STEEL. HEAD EXCHANGE •ta A NEW MAKE-UP AIR UNIT SYMBOL LOCATION MANUFACTURER & MODEL No. CFM S.P. HEATING EVAPORATIVE COOLING FAN FLA MFA MOCP VOLTAGE HEATING UNIT WEIGHT (Ibs) EVAP COOLER WEIGHT (Ibs) REMARKS INPUT MBH OUTPUT MBH MBH EAT LAT WATER USAGE WATER FLOW BHP HP ROOF CAMBRIDGE M118 6550 0.5 442 407 1245 85 65 67 67 0.27 GPM 86 GPM - 9 - - 460V/30 1360 410 100% OSA, VFD.& PRESSURE CONTROLLER, TWO POSITION MOTORIZED INLET DAMPER, INTERNAL VIBRATION ISOLATORS, REMOTE CONTROL STATION WITH HEATING SUPPLY AIR SETPOINT (HEAT, VENT, COOL, OFF) A 12(111.... {a 6 CIRCUIT SPEAKER OR: FUSED DISCONNECT E.XISTy/INC DUCT SMOKE DETECTOR IN Ste'. DUCT AT DISCHARGE OF UNIT.. Iy EI.21 L 0 460V-30-60HZ CIRCUIT BREAKER OR FUSED DISCONNECT (TYP.) 120V EVAP L4 MODULE SUPPLY L5 INCLUDES: NON FUSED DISCONNECT SWITCH, VFD MOTOR CONTROLLER R H FAB G W S1S22122 1 1111111111 --1 I I I I I I I 14J 1111111111 111111 )11 -,1111111111 66666666666 RHF A B G WS1S22122 REMOTE CONTROL STATION PROVIDED WITH UNIT /MUA\ MAKE-UP AIR UNIT \3/ EVAPORATIVE COOLER SHIELDED TWISTED PAIR, RUN SEPARATE FROM ALL AC WIRING, GROUND SHIELD AT CONTROL END ONLY SHIELDED TWISTED PAIR, RUN SEPARATE FROM ALL AC WIRING, GROUND SHIELD AT CONTROL END ONLY - RUN PRESSURE SENSOR REFERENCE OUTSIDE, CONFIRM WITH TENANT IF SPACE SHOULD BE NEGATIVE OR POSITIVE SITE MAP ASSESSOR'S PARCEL NUMBER: 261320-0042 ASSESSORS LEGAL DESCRIPTION: FOSTORIA GARDEN TRS BEG NELY COR TR 15 TH S 49-43-00 E 90.94 FT TH S 40-17-00 W 272.12 FT TH N 49-43-00 W 183.19 FT TH S 40-17-00 W 10 FT TH N 49-43-00 W 82.75 FT TH N 40-17-00 E 282.12 FT TH S 49-43-00 E 30 FT TH S 40-17-00 W 119 FT TH S 49-43-00 E 130 FT TH N 40-17-00 E 119 FT TH S 49-43-00 E 15 FT TO POB GENERAL NOTES 1. ALL WORK TO CONFORM TO 2012 INTERNATIONAL MECHANICAL CODE (IMC), 2012 WASHINGTON STATE ENERGY CODE (WSEC), AND AUTHORITIES HAVING JURISDICTION. 2. ALL EQUIPMENT SHALL BE REGULARLY CATALOGED ITEMS OF THE MANUFACTURER AND SHALL BE SUPPLIED AS A COMPLETE UNIT IN ACCORDANCE WITH THE MANUFACTURER'S STANDARD SPECIFICATIONS AND ANY OPTIONAL ITEMS REQUIRED FOR PROPER INSTALLATION UNLESS OTHERWISE NOTED. 3. ADJUSTING AND BALANCING: ADJUST EACH PART OF SYSTEM TO INSURE PROPER FUNCTIONING OF ALL CONTROLS, SPECIFIED AIR DISTRIBUTION, AND ENTIRE SYSTEM LEFT IN OPERATING CONDITION. 4. ACCESS DOORS AND/OR ACCESS PANELS THROUGH FIRE RATED WALLS, SHAFTS, CEILINGS, ETC., MUST EQUAL THE MATERIAL PENETRATED. 5. ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. 6. ALL EQUIPMENT SHALL BE LABELED PER PLANS. 7. PROVIDE NEC CODE MINIMUM WORKING CLEARANCE IN FRONT OF ANY ELECTRICAL PANEL. OFFSET EQUIPMENT AS REQUIRED. 8. T'STATS SHALL BE 7 DAY PROGRAMMABLE W/5' DEADBAND. 9. MECHANICAL SYSTEMS SHALL BE COMMISSIONED IN COMPLIANCE WITH 2012 WASHINGTON STATE ENERGY CODE SECTION C408. ELECTRICAL NOTES 1. WIRING AND INSTALLATION SHALL CONFORM TO ALL GOVERNING CODES. 2. ® INDICATES 3. ® INDICATES 4. ® INDICATES INDICATES 6. CD INDICATES INDICATES 5. 7.4D ITEMS FURNISHED BY THE ELECTRICAL CONTRACTOR. ITEMS FURNISHED BY THE MECHANICAL CONTRACTOR. ITEMS FURNISHED BY THE MECHANICAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR. ITEMS FURNISHED BY THE BUILDING AUTOMATION SYSTEM CONTRACTOR. ITEMS FURNISHED BY THE FIRE/ALARM CONTRACTOR. EMERGENCY POWER. 8. INDICATES LINE VOLTAGE (120V OR MORE) WIRING. 9. - - - - INDICATES "LOW VOLTAGE" (24V OR LESS) WIRING. 10. ALL COPPER AND/OR ALUMINUM CONDUCTOR CONNECTIONS SHALL BE MADE AS PRESCRIBED BY ESTABLISHED ELECTRICAL INDUSTRY AND ENGINEERING STANDARDS. EXTREME CARE MUST BE TAKEN WHEN CONNECTIONS INVOLVE DISSIMILAR METALS. 11. FROM 2012 IMC SEC. 301.7: ELECTRICAL WIRING, CONTROLS AND CONNECTIONS TO EQUIPMENT AND APPLIANCES REGULATED BY THIS CODE SHALL BE IN ACCORDANCE WITH NFPA 70. REVIEWER FOR CODE COMPLIANCE APPROVED NOV 27 2013 City of Tukwila BUILDING DIVISION N113 -o.7-1 1 RECEIVED CITY OF TUKWILA NOV 1 '5 2013 PERMIT CENTER ISSUED FOR PERMIT DATE: 11/15/13 engineered systems 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854-8444 THE WITHIN DESIGN IS EXCLUSIVELY OWNED BY ACCO ENGINEERED SYSTEMS, AND IS NOT INTENDED FOR PUBLICATION. EXHIBITION HEREOF IS SOLELY FOR THE PURPOSE OF EFFECTING A SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND OR CONTROLS SYSTEMS. /A\ 11/15/13 No. Date Revisions ISSUED FOR PERMIT Description MJH By Project ANALYTICAL RESOURCES 4611 S 134TH PLACE TUKWILA, WA 98168 Title GENERAL NOTES, EQUIPMENT SCHEDULES, & POWER LOAD DIAGRAMS MJH DB Designed By Checked By MJH D. DALLUM Drawn By 875504 Job Number NONE Scale 875504_ES File Name Project Manager ACO.O1 Of Sheets 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854-8444 THE WITHIN DESIGN IS EXCLUSIVELY OWNED BY ACCO ENGINEERED SYSTEMS, AND IS NOT INTENDED FOR PUBLICATION. EXHIBITION HEREOF IS SOLELY FOR THE PURPOSE OF EFFECTING A SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND OR CONTROLS SYSTEMS. DEMO RAIN HOOD DEMO EVAP COOLER DEMO DUCT INSTALL EVAPORATIVE COOLER PER STRUCTURAL DETAILS C & D, RE -ROOF AS REQUIRED REPLACE THE EXISTING REMOTE CONTROLLER LOCATED ON THE FIRST FLOOR WITH THE NEW MAU 3 CONTROLLER DEMO MAU-3 INSTALL UNIT WITH CURB ADAPTER OVER EXISTING CURB PER STRUCTURAL DETAIL C EXISTING DUCT SMOKE DETECTOR IN EXISTING DUCTWORK TO REMAIN ROOF DEMO PLAN SCALE: 1 /8"=1'-0" ROOF. HVAC PLAN SCALE: 1/8"=1'-0" REPLACING AIR UNIT Or(WT.: 1360 IDs.), - 10, 2 OM A I k 4 40.01, U tit (E) ROOF DECK SHEET NOTES : -FH-> DENOTES POWER AND/OR CONTROL WIRING TO EQUIPMENT BY ELECTRICAL CONTRACTOR X RECONNECT EXISTING GAS LINE TO NEW UNIT AS REQUIRED M RECONNECT EXISTING COLD WATER LINE TO THE NEW UNIT AS REQUIRED OD.. . DUCT MOUNTED SMOKE DETECTOR, ACCO INSTALLED, FURNISHED & WIRED BY ELECTRICIAN (1) -*10 HEX -HEAD SCREW * 6' FROM EA, CORNER 4 24" O.C. IN !BETWEEN (MIN. (8) -*10 SCREWS BETWEEN AIR UNIT 4 CURB ADAPTER) lU-.*10 HEX -HEAD SCREW ' 6" FROM EA. CORNER 4 24° OC. IN BETWEEN (MIN. (10) -*10 SCREWS BETWEEN CURB ADAPTER 4 (E) CURB) REVIEWED FOR CODE COMPLIANCE APPROVED NOV 27 2013 ADD (2) -*10 HEX -HEAP SCREWS BETWEEN L3x3x3/I6 COL. AND L2x2x3/16 2• C411010 Killg141M1.174#2114 P R fr- , TCOOLER 410 lbs.) City of Tukwila BUILDING DIVISION /H\ 11/15/13 No. Date Revisions Project ISSUED FOR PERMIT Description NEW L2x2x3/I6 UNDER COOLER (4 SIDES) W/ *10 HEX -HEAD SCREW 6' FOM EA. CORNER 4 24" O.C. IN BETWEEN NEW L3x3x3/16 COL. (I'-61ia' LONG le 4 CORNER) ANALYTICAL RESOURCES 4611 S 134TH PLACE TUKWILA, WA 98168 BEARING fE 3/16531/21x31/2" W/ (2 ) -*8 WOOD SCREWS TO P.T. 2x10 PT. 2x10 (1'-0° LONG) W/ (6) -*8 WOOD SCREWS TO (E) ROOF DECD ADD C3x4.1 UNDER (E) ROOF DECK BETWEEN (E) STEEL TRUSS (LENGTH: (E) TRUSS SPACING PLUS 6') (E) ROOF DECK ivemsmairuse 11/12/2013 MI3OlI Title FIRST FLOOR HVAC PLAN engineered Systems Construction • Glendale/LA. 818-244-6571 • San Leandro 510-346-4300 • San Diego 858-695-3977 • Sacramento 916-520-2100 • Orange County 71.4-352-2226 • Bakersfield 661-631-1975 • Seattle)Tacama 253-854-8444 • Fresno 559-251-2226 SUBJECT: JOB NAME WW4L;* JOB NO: CONT LiC: CA #120696 WA #ACCOESI971DU . ILEA DATE: i1/413 t3 AZ ifROGr080288 NV #2549 STRUCTURAL DETAIL SCALE: NTS www.acooes.cnm RECEIVED CITY OF TUKWILA NOTES: 1. ANGLE, IE AND CHANNEL SHALL COMFORM TO ASTM 436, Fy =a 36 ice'. 2. WELDING SHALL SE IN CONFORMANCE WITI-I A1SC AND AUJS STANDARDS ANP 51-1ALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E10XX ELECTRODES. NOV 1 5 2013 PERMIT CENTER C STRUCTURAL DETAIL SCALE: NTS ISSUED FOR PERMIT DATE: 11/15/13 Designed By Checked By MJH D. DALLUM Drawn By 875504 Project Manager Job Number AS SHOWN Scale 875504_FR File Name Of Sheets