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HomeMy WebLinkAboutPermit M13-0206 - CONSOLIDATED CONTAINER - REPLACE ROOF TOP UNITCONSOLIDATED CONTAINER 6545 S GLACIER ST M13-0206 Parcel No: Address: S 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.eov 7888900110 6545 S GLACIER ST 1 MECHANICAL PERMIT Project Name: CONSOLIDATED CONTAINER Permit Number: M13-0206 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: EPROPERTY TAX INC DEPT 207 PO BOX 4900 , SCOTTSDALE, WA, 85261 KELLY CRAWFORD 1916 S 220 ST, STE M101, BOTHELL, WA, 98021 PACIFIC AIR CONTROL INC 11812 N CREEK PKWY N 104, BOTHELL, WA, 98011 PACI FAC230P8 1!/ Phone: (206) 682-6393 Phone: Expiration Date: 10/1/2011 DESCRIPTION OF WORK: REPLACE (1) 5 -TON AND (1) 2 -TON ROOFTOP GAS PACK UNITS LIKE FOR LIKE. Valuation of Work: $14,508.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $374.63 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer Distric: TUKWILA 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: Permit Center Authorized Signature: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 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 - • ork. I am authorized to sign and obtain this development permit and a: -e • — ondition ..ta - • to t;ypermit. / r Signature: state or local laws regulating construction or the performanc Print Name: lKLLL- C fz1-1, \Fc)_ D 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: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: Date Application Expires: KO (1(4 (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 Site Address: '6465 -SOUTH GLACIER ST Tenant Name: CONSOLIDATED CONTAINER PROPERTY OWNER Name: CBRE Address: 20415 72ND AVE S, SUITE 210 City: KENT State: WA Zip: 98032 CONTACT PERSON — person receiving all project communication Name: KELLY CRAWFORD Address: 1916 S 220TH ST, SUITE M101 City: BOTHELL State: WA Zip: 98021 Phone: 206-682-6393 Fax: 2206-340-2270 Email: kcrawford@pacificaircontrol.com King Co Assessor's Tax No.: 788890-0110 Suite Number: Floor: 1 New Tenant: ❑ Yes ..No MECHANICAL CONTRACTOR INFORMATION Company Name: PACIFIC AIR CONTROL Address: 1916 S 220TH ST, SUITE M101 City: BOTHELL State: WA Zip: 98021 Phone: 206-682-6393 Fax: 206-340-2270 Contr Reg No.: PACIFAC230P8 Exp Date: 10/1/2014 Tukwila Business License No.: Valuation of project (contractor's bid price): $ Describe the scope of work in detail: REPLACE (1) 5 -TON AND (1) 2 -TON ROOFTOP GAS/PACK UNITS, LIKE FOR LIKE. 14,508.00 Use: Residential: New ❑ Replacement ❑ Commercial: New 0 Replacement Fuel Type: Electric 0 Gas m Other: H:1Applicauons\Force-Apphcatrons On Lme\201 I Apphcattorts\Mechanical Pertmt Apphcauon Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu 2 Furnace >100k btu Floor furnace 2 Suspended/wall/floor mounted heater Appliance vent Repair or addition to headrefrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler 2 Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat 2 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 OWNER OR AUTHORIZED AGENT: Signature: Ci>tii4t" e?e Print Name: KtaI j Cr -Oz (A)q4 r'L Day Telephone: (200) 394)— me Z Mailing Address: I Q i b " ZZ t7 * SI-. SE MD ( PeRA e l I ith6r Q9&Z Date: Vi Z// 3 H:lApplicatioralFonns-Applications On Line 12011 AppltcanottslMechamcal Permit Application Revised 8-9-11.does Revised: August 2011 bh City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $374.63 M13-0206 Address: 6545 S GLACIER ST 1 Apn: 7888900110 $374.63 MECHANICAL $374.63 PERMIT FEE 000.322.100.00.00 $267.20 PERMIT ISSUANCE BASE FEE 000.322.100.00.00 $32.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R64 000.322.102.00.00 $74.93 $474.63 Date Paid: Tuesday, November 12, 2013 Paid By: PACIFIC AIR CONTGROL, LLC Pay Method: CHECK 20354 Printed: Tuesday, November 12, 2013 9:47 AM 1 of 1 CRWSYSTEMS INSPECTION. RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection. Request Line (206) 431-2451 Project: ©�` vc. l D 1 r (->I- Type of Inspection: i IlJ t, Address: al5W5t-LAcIc Date Called: Special Instructions: Date Wan ed: a.m. Requester: - Phone Ncv.,/` 2,0 Le 4 7 7 S.5 '1.}/GJL ,Approved per applicable codes. Correctionsrequired' prior to' approval.. COMMENTS: ISD ✓6.ie c� REINSPECTION FEE REQUIRED. Prior to next inspection: fee must be paid a� 300 Southcenter Blvd.. S le 100. Call to schedule reinspection. BTL ENG [NEE KING Per 19011 Woodinville — Snohomish Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: (425) 814-8448 Fax: (425) 821-2120 Atictural Calculations for Southcenter South Industrial Park Building Q Mechanical Unit Support 6545 South Glacier Street Tukwila, WA 98118 November 8th, 2013 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 2 2013 PERMIT CENTER AA 117- oZO(0 4. STIORginNED ouram &p) led mew (SD) =Ina mum WAIDOMPoola On KM '11(v .01 • 'a ;E!f4: LIECEIAED entrome DiAr2t0V1 Oii(1141A0 ":) SOi3 •Vbb160/15D CODE COINbrIVOCE bENEMEO 013 DNIMTENIONg BTL ENGDIEERING 17924 —1406 Avenue NB, Sake 720 W00dinville, WA 98072-4315 Thom (425)1144448 Pii (425)1184120 Gravity Support BTL ENGINEERING 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 Fax: 425-821-2120 2,e Svc - Puil(NI o� Fur( P P.gll6 . °CC Kc_f �• 1 (,b ?.51} 660(x5) .0 (-'n )1'1.51 1"11 ^ I tr— A 15 6 A S41CA2 • (37 (,Sots t'kPOL psE leo b (fir .an6 P(' &Vlvnl.EN i Thr fao �c= \.'\_ p..5..r` titV j w(s t;()oF 111 e Ito+ie"1 Fat Art Lt6 Si 1\11-r Urrr<S AIC k or, r t.' LS fir/VI CAA tX Z P rlcA4t t Lr.• C Project: Designed By: Project Number. Client•. Scale: Date: Page DOUGLAS FIR -LARCH SELECT -STRUCTURAL (WWPA/WCLIB) Fb = F„ = E_ Fc1 = 1500 psi 180 psi 1900 ksi 625 psi Size Marlow (ft-k)=Fe *S Vow,(k)=2/3*Fv"b*d El I S CF CD=1.0 = 1.15 = 1.33 CD=1.0 =1.15p� I 0.84 1.32 majammaumulu 10.18 5.36 (1) 2x4 0.57 0.66 1.23 1.41 . . • %I, -.....-- 1.63 `/ 0.77 0.88 1.64 1.88 0.63 0.99 /. ll� 1.14 3.063 1.5 (1) 2x6 39.51 20.80 7.563 1.3 (2) 2x6 2.46 2.83 2.83 3.25 ME 1.98 2.28 2.64 79.03 41.59 15.13 1.3 (3) 2x6 4.24 4.88 5.65 2.97 3.42 3.96 118.54 62.39 22.69 1.3 (4) 2x6 5.65 6.50 7.54 3.96 4.55 5.28 158.06 83.19 30.25 1.3 (1) 2x8 1.97 2.2 2.27 2.61 2.63 3.02 1.31 1.50 1.7 90.51 47.64 13.14 1.2 (2) 2x8 3.94 4.53 4.53 5.21 5.26 6.04 2.61 3.00 3.48 181.01 95.27 26.28 1.2 (3) 2x8 6.80 7.82 9.07 3.92 4.50 5.22 271.52 142.91 39.42 1.2 (4) 2x8 9.07 10.43 12.09 5.22 6.00 6.96 362.03 190.54 52.56 1.2 (1) 2x10 2.94 3.38 3.38 3.89 3.92 4.51 1.67 1.91 2.22 187.97 98.93 21.39 1.1 (2) 2x10 5.88 6.76 6.76 .78 7.84 9.02 3.33 3.83 4.44 375.94 197.86 42.78 1.1 (3) 2x10 10.15 11.67 13.53 5.00 5.74 6.66 563.91 296.80 64.17 1.1 (4) 2x10 13.53 15.56 18.04 6.66 7.66 8.88 751.88 395.73 85.56 1.1 (1) 2x12 3.96 4.55 4.55 5.23 5.27 6.06 2.03 2.33 2.70 338.16 177.98 31.64 1.0 (2) 2x12 7.91 9.10 9.10 10.46 10.55 12.13 4.05 4.66 5.40 676.32 355.96 63.28 1.0 (3) 2x12 13.65 15.69 18.19 6.08 6.99 8.10 1,014.48 533.94 94.92 1.0 (4) 2x12 18.19 20.92 24.26 8.10 9.32 10.80 1,352.64 711.92 126.56 1.0 Notes: Repetitive Member Factor is used for all (3) 2x_ and (4) 2x_ beams (bending only) [Repetitive Member Factor for (1) 2x_ and (2) 2x_ beams in brackets] Page 1 BTL BNGINEERiNG 17924-140tAve= NB, Sake 220 Wooioville, WA 98073.4315 Pko= (42$)1144448 Pat (415) 721.820 Seismic Support Design Maps Summary Report MPJ Design Maps Summary Report User -Specified Input Report Title SSIP Building Q Fri November 8, 2013 19:06:56 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.43421°N, 122.25069°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Page 1 of 2 USGS-Provided Output Ss = 1.416 g 52 = 0.529 g SNS= 1.416g = 0.793 g SDS = 0.944 g S01= 0.529g For information on how the SS and Si 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 TO 0.30 y 0.75 0.60 0.45 0.30 0.15 0.00 MCER Response Spectrum 0.00 0.20 0.40 0.60 O.80 Period, T (sec) 1.00 1.20 1.40 1.60 1.00 2.00 1.10 1.00 0.30 0.80 0.70 0.60 A 0.5co0 0.40 0.30 0.20 0.10 0.00 0.00 0.20 Design Response Spectrum 0.40 0.60 0.00 1.00 1.20 1.40 Period, T (sec) 1.60 1.00 2.00 Although this information is 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 is not a substitute for technical subject -matter knowledge. -� http://geohazards.usgs.gov/designmaps/us/summary.php?templat... 11/8/2013 SSIP Building Q Revision Date: 11/8/2013 13-341-07 Occupancy Category: [IT other Structures Seismic Use Group: I lE = 1.00 (Seismic Factor) Is = 1.00 (Snow Factor) 1 W = 1.00 (Wind Factor) Site Class: 0 F = 1.00 F,, = 1.50 V ASCE Table 11.4-1 ASCE Table 11.4-2 Design Spectral Response Acceleration: SMs=FaSs = 1.42 SOS=% SMS = 0.94 IBC Table 1604.5 ASCE Table 20.3-1 SM1 = F.•S1 = 0.79 SD1=%SM1 = 0.53 SSIP Building Q Revision Date: 11/8/2013 13-341-07 Seismic Forces Component Operating Weight lbs Fp = 0.4 ap SDS Wp Rp / Ip Fp = 367 lbs Fp need not exceed: Fp = 1.6 SDS Ip Wp Fp = 1225 lbs Fp shall not be less than: Fp = 0.3 SDS IP Wp Fp = 230 lbs Dimensions: z= Curb Height = Oki l i /10 P ttne. cv�� [1+2 (z/h)] ASCE Eq. 13.3-1 ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 in Fe in z in w� in Curb Height Check Uplift: MOT = 7533 lb -in MRESIST = 19342 lb -in F.S. = 2.6 2 1.5 O.K. t Wk.tFG J SSIP Building Q 13-341-07 Revision Date: 11/8/2013 Seismic Forces Component Operating Weight: 811 lbs Fp = 6-t mofttrr2 ") Cvg6 0.4aPSDS WP [1+2 (z/h)] Rp/ ip Fp = 367 lbs Fp need not exceed: Fp = 1.6 Sps Ip Wp Fp = 1225 lbs Fp shall not be less than: Fp = 0.3 Sin 1p WP Fp = 230 lbs Dimensions: xa3 in y= 88. in z= 4'i in Curb Height = 14 in Check Uplift: Mor = 12678 lb -in MRESIST = 19342 lb -in ASCE Eq. 13.3-1 ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 Fr [Wr Curb Height F.S. = 1.5 1.5 O.K. .: NO /4J7 UpLW J 5 -� SSIP Building Q 13-341-07 Revision Date: 11/8/2013 Seismic Forces Component Operating Weight: Fp = {11 „ lbs &f,/ S ( CyCi) (2U c 0.4aPSOS WP RP/ lP Fp = 367 lbs Fp need not exceed: Fp= 1.6SDslPWP Fp = 1225 lbs Fp shall not be less than: Fp = 0.3 SDs IP WP Fp = 230 lbs Dimensions: [1+2 (zlh)] ASCE Eq. 13.3-1 ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 x x = 53 in FF y= 88 in 2 z = 41;. in w1-- Curb Height = 28 in Curb Height 1: Check Uplift: MOT = 17823 lb -in MRESIST = 19342 lb -in r F.S. = 1.1 5 1.5 UPLtF'r 2 k-1 :62'5 - (11'542 53 NOT 1 905 (1 l'X (0,44e cm s (1eadze 9 5-5 Southcenter South Industrial Park Unit Dimensions - 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty:1 EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN (ALT) 314'-14 NPT DIA HOLE //—TOP PANEL Lieu CONDENSER FAN 4 114' 27 518' 47 718" Irl NPT GAS CONNECTION (80MBH 8120MBH) 3l4" NPT GAS CONNECTION (150M8H, 200MBH 8 25OMBH) THROUGH THE BASE CONDENSATE 27 547' --1 33' SUPPLY L171/2 J 97/8" L171/2'J 321/8' RETURN PLAN VIEW UNIT DIMENSION DRAWING La —4' 3 518' 32 114' 4 314' I--19114' / CONDENSATE 88519' 9319' -"-16314".---( —37/8' 4 CONDENSER COIL October 31, 2013 el R UNIT CONTROL WIRE 718" DIA HOLE SERVICE GAUGE PORT ACCESS 1318" DIA. HOLE NIT POWER WIRE ONTROL AND COMPRESSOR ACCESS PANEL NOTES: 1. THRU -THE -BASE ELECTRICAL AND GAS IS NOT STANDARD ON ALL UNITS. 2. VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION 7/8" IRETURN i SUPPLY 23 718' 191rr¢ i 0 7' La —4' 3 518' 32 114' 4 314' I--19114' / CONDENSATE 88519' 9319' -"-16314".---( —37/8' 4 CONDENSER COIL October 31, 2013 el R UNIT CONTROL WIRE 718" DIA HOLE SERVICE GAUGE PORT ACCESS 1318" DIA. HOLE NIT POWER WIRE ONTROL AND COMPRESSOR ACCESS PANEL NOTES: 1. THRU -THE -BASE ELECTRICAL AND GAS IS NOT STANDARD ON ALL UNITS. 2. VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION 7/8" i 191rr¢ i 0 9 51e' S �", a ,L J it____, 4 4 1/4"---. 55/8' -- 7 5R' 53 1/4' PACKAGED GAS/ELECTRICAL DIMENSION DRAWING HORIZONTAL AIR FLOW 5 -6 FLD = Furnished by Trona U.S. Inc. dba Trane / Equipment Submittal Installed by Others SSIP Building Q 13-341-07 Revision Date: 11/8/2013 61- UV l T Tb Cue(' ,4OAP7 fl Seismic Forces Component Operating Weight: lbs Fp = 0.4 ap SDS WP [1+2 (z/h)] Rp/ 1p Fp = 186 lbs 0 Fp need not exceed: Fp = 1.6 SDS Ip Wp Fp = 619 lbs Fp shall not be less than: Fp = 0.3 SPS Ip Wp Fp= 116 lbs Dimensions: ASCE Eq. 13.3-1 ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 x I ----I I X = 53 in F� Y = 50 In z z= in 1.:w� Curb Height = in Curb Height Check Uplift: Mor = 3994 lb -in MRESIST = 9779 lb -in Y F.S. = 2.4 1.5 /Jo 1Jt O.K. UPu Fel J SSIP Building Q 13-341-07 Revision Date: 11/8/2013 Seismic Forces C v 1 1 , (7 9 /')2 rb Component Operating Weight: ; ;410 lbs Fp = 0.4 ap Sps Wp Rp/ Ip [1+2 (z/h)] ASCE Eq. 13.3-1 Fp = 186 lbs Fp need not exceed: Fp = 1.6 Sps Ip Wp Fp = 619 lbs Fp shall not be less than: Fp = 0.3 SDS lP WP Fp = 116 lbs Dimensions: x X = 53 <. , in F� Y= In z= 43 " in w` Curb Height = , . 14` in Curb Height Check Uplift: Mar = 6595 lb -in MRES,sr = 9779 lb -in F.S. = 1.5 uPLtFT y 6515 -- -6 (11-7) 4 (2 0 7) ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 Y 5 NOT O.K. 1.5 J fI e7tTtvt: C(» 'eCTLur+S RE 6( 1) $ a SSIP Building Q Revision Date: 11/8/2013 13-341-07 Seismic Forces Component Operating Weight: ;41 lbs F p = 0.4apSin Wp (1+2 (z/h)] 0 L7 —41 5 Cc,(2(22 Tv 12 00F Rp/ 1p Fp = 186 lbs Fp need not exceed: Fp = 1.6 Sips Ip Wp Fp = 619 lbs Fp shall not be less than: Fp = 0.3 Sim 1p Wp Fp = 116 lbs Dimensions: ASCE Eq. 13.3-1 ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 X + Y x = 53 in FP y= in Z z=..3 in NI -. Curb Height = 28 in Curb Height Check Uplift: Mor = 9196 lb -in MRESIST = 9779 lb -1n 1116 — _c, (6177q) F.S. = 1.1 5 1.5 NOT O.K. J Po5c"R,-e c 0N14, citoNs 1Ze a n Southcenter South Industrial Park Unit Dimensions -1.5-5 ton Pkgd. Gas/Elec. Rooftop Convert. R -410A Item: B1 Qty: 1 INLET UNIT - TOP VIEW 11/18" U 11/16" -I I-- 9/18" 31/4" October 31, 2013 t tt� UNIT - BOTTOM PENETRATION VIEW E. • t� } 11 11116" SUPPLY RETURN $ ' t X x 20 718" SECTION Y•Y TYPICAL (8) SIDES OF 21/4" DOWNFLOW DUCT OPENINGS 3 7/18" AIR FLOW I POWER ENTRY16/16" DIA. HOLE UNE ENTRY FOR lit N.P.T. GAS CONNECTION 4 314" UNIT - RIGHT SIDE VIEW 615/16• 1611/16" 1511116"+ 71/4" UNIT - BACK AND PENETRATION VIEW HORIZONTAL AIR FLOW I • 1" a 11/16" n 1 SECTION X•X TYPICAL (8) SIDES OF SIDEFLOW DUCT OPENINGS -- 19 518' 35 9/16" DENSATE RAIN FOR 190 (314) FEMALE NPT UNIT - LEFT SIDE VIEW to FLD = Furnished by Trane U.S. Inc. dba Trane / Equipment Submittal Page 18 of 23 Installed by Others BTL ENGINEERING 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 Fax 425-821-2120 ComtJecituki (gpluR 5T Ge)e, ""r‘s C u(26 i 8 e).e Men 4/2 our 5-iyzAri th (0eNert ( N,/ it7) CLLJ iszA Cu 2 (.5 -VD PooF CU2t--(4 ob. (Logvi cbse) -rZr2 ,45,40 (2. S4.4 d I\ 5 S me S run- u VPU FT 5Let u ( (10 ( Cvj r OtlYt 3 6-7 y - • 1,1 () OR 4k 5ung_t-i CV) OWL 'rz) cuab) YE -CS 0/16t 5-S Ot. 4 Elt Sj2 OL • S KcAtt...., 5 (Ci1 Solt. • Project: Designed By: Date Project Number: Client: Scale. ) Pan BUGLE HEAD - SELF DRILLING For drywall attachment to metal studs and joists, No used for attaching cabinets through gypsum board and (nutation board. Metal thickness — 20, 18 16 and 14 gouge. BUGLE HEAD Tar drywall attachment to metal studs and jobb. Also used for attaching cabinets 'trough gypsum board and Insulation board. Metal thickness — 25 and 20 gouge. WAFER HEAD - SELF DRILLING For metal to metol framing connections when drywof, plywood and other slmilor wall materials ore used on metal studs and Joists. Metal thlrhness — 20, 18. 16 and 14 gouge. WAFER WAD Far metal to metal framing connections when drywall, plywood and other similar wall materials ore used on metal studs and joists. Mel&I thickness — 25 and 20 gouge. FEX HEAD - SEF DRILLING For attaching steel deck, backup plates, door frames, lathers channel . to metal framing and structural connections. Metol thickness — 20, 18, Ill and 14 gauge. PAN HEAD - SELF DRILLAJG For attaching steel deck, backup plates, door frames, lathers channel to metol framing and structural connecUons. Metal thickness — 18, 16 and 14 gouge. Screw Section a Gouge No. 12 (da0.209') No. 10 (da0.163') (daN0.16t') (d00.135) Shear Pullout Shear Pullout Shear Putout Shear Pullout 2574 20 ` a 18 16 14 185 • 367 k 50 92 CS 151 190 69 173 258 363 513 44 SI 105 132 166 65 341 N/A . ' 39 71 93 116 N/A 60 149 222 N/A N/A 32 60 78 N/A N/A inn. Edge Mt. And 0.C. Spacing 11/16' 9/16' 1/2' 1/7 Notes: I. All values based on connected ports hawing a minhnum yield stress, Fya33 tat and a mWmun ultimate stress, Fue45 lei. 2. When connecting materials of different gauge thickness, use loads shown far the fishier gouge. 3. Applied sheer bads may be multiplied by 0.75 for wind or earthquake loads per AS1 A4.4. 4. For screws in tension, the hood of the screw, ar washer if provided, shot have o minimum diameter of 5/16 Inch. EATIONALyDESIGN, SPECtFICATIONI�OR OOD•CONSTRUCTION5- 11.2.2 Wood Screws 11.2.2.1 The reference withdrawal design value, in lb/in. of 'penetration, for a single wood screw (cut thread or rolled thread) inserted in side grain, with the wood screw axis perpendicular to the wood fibers, shall be determined from Table 11.2B or Equation 11.2-2, within the range of specific gravities and screw diame ters given in Table 11.2B. Reference withdrawal design values, W, shall be multiplied by all applicable adjust- ment factors (see Table 10.3.1) to obtain adjusted with- drawal design values, W'. W = 2850 G'D (11.2-2) 11.2.2.2 Wood screws shall not be loaded in with- drawal from end grain of wood. 11.2.2.3 When wood screws are loaded in with- drawal, the adjusted tensile strength of the wood screw at net (root) section shall not be exceeded (see 10.2.3). 11.2.3 Nails and Spikes 11.2.3.1 The reference withdrawal design value, in lb/in. of penetration, for a single nail or spike driven in the side grain of the main member, with the nail or spike axis perpendicular to the wood fibers, shall be determined from Table 11.2C or Equation I1.2-3, within the range of specific gravities and nail or spike diameters given in Table 11.2C. Reference withdrawal design values, W, shall be multiplied by all applicable adjustment factors (see Table 10.3.1) to obtain adjusted withdrawal design values, W'. W1380G°' D (11.2-3) 11.2.3.2 Nails and spikes shall not be landed in withdrawal from end grain of wood. 11.2.4 Drift Bolts and Drift Pins Drift bolt and drift pin connections loaded in with- drawal shall be designed in accordance with principles of engineering mechanics. Table 11.28 Cut Thread or Rolled Thread Wood Screw Reference Withdrawal Design Values (W)1 Tabulated withdrawal design values (W) are member. Thread length is a Specific Gravity, C 0.73 0.71 0.68 0.67 0.58 0.55 0.51 0.50 0.49 0.47 0.46 0.44 0.43 0.42 0.41 0.40 0.39 0.38 0.37 0.36 0.35 0.31 pp 6 209 198 IBI 176 132 119 102 98 94 87 83 76 73 69 66 63 60 57 54 51 48 38 7 in pounds per inch of thread penetration Into side grain of main roximately 2/3 the total wood screw length (see Appendix L). Wood Screw Number 229 216 199 193 144 130 112 107 103 95 91 83 79 76 72 69 65 62 59 56 53 41 8 249 235 216 209 157 141 121 117 112 103 99 90 9 10 12 14 16 75 71 67 64 60 57 45 268 254 233 226 169 152 131 126 121 III 107 97 93 89 85 81 77 73 69 65 62 48 288 272 250 243 182 163 141 135 130 119 114 105 100 VT 86 82 78 74 70 66 52 327 310 284 276 207 186 160 154 147 136 130 119 114 108 103 98 93 89 84 80 75 59 367 347 318 309 232 208 179 172 165 152 146 133 127 121 116 110 105 99 94 89 84 66 18 20 406 446 485 384 421 459 352 387 421 342 375 409 256 281 306 231 253 275 198 217 237 191 209 228 183 201 219 168 185 201 161 177 193 148 162 176 141 155 168 134 147 161 128 141 153 122 134 146 116 127 138 110 121 131 104 114 125 99 108 118 93 102 III I. Tabulated withdrawal design values73 80 87 B (W) Tor wood screw connections shod be multiplied by all applicable adjustment factors (see Table 10.3.11. AMERICAN FOREST & PAPER ASSOCIATION 24 564 533 489 475 356 320 275 264 254 234 224 205 196 187 178 169 161 153 145 137 130 102 5-13 SH3N3ISVd 3dA1-13M0O Table.1L2C Nail and Spike Reference Withdrawal Design Values (WY' Tabulated withdrawal dealgo values (Wj are inpaunds per inch of penetration into side in of main member see Appendix L). Specific Gravity, G Common Wire Nails, Box Diameter, Nails, and Common Wire Spikes D Threaded Nails Wire Diameter, D 0.099^ T 0.113" 0.128" 0.131" 0.135" 0.148"' 0.162" T 0.192" 0.207" • 0.225" 0.244"63 02" 0.283" 0.312" 0.375" 0.110" 6.135" 0.140" 0.177" - 0.207" 0.73 62 71 80 82 ' 85 93 102 121 130 141 153 165 178 196 236 82 93 102 121 141 0.71 SO 66 75 77 79 . 87 9S 113*.121 ' 132 143 154 ...e164; 183 '• 220 77 . • • 87 95 7,:113 132 0.68 52 59 . 67 69 1 71 78 85 X101 109 118 128 138 149 164 197 69 78 85 101 118 0.67 50 57 65 66 1 68 - 75 B2 97 ' 105 _ 114. 124 a 133 144 . 158 ' 190 66 75 82 - 97 114 0.58 35 40 45 46 '48 52 57 68 73 80 86 93 100 110 133 46 52 . 57' 68 80 0.55 31 35 40 41 42 46 50 59: . 64 _'70 76 81 88 -. 97 ' 116. • 411'• 46 • 50.- . 59 70 0.51 25 29 33 34 35 38 42 49. 53 58 63 67 73 80 96 34 38 42 49 58 . 050 24 28 31 32 133 36 40 47 50. 55 •60 • 64" . 69 ! 76 9I 32 36 _ 40' .E- 47 55 • 0.49 23 26 30 30 31 34 38 45 48 52 ^ 57 - 61 66 72 87 30 34 38 45 52 0.47 21 ' 24 27 27 ' 28 _ 31 34 40 ' 43 47 51 53 - 59 65 •78 27 .• 31 34 40 47 0.46 20 22 25 26 27 29 32 38 41 45 48 52 56 62 74 26 29 32 38 45 0.44 18 20 23 - 23 24 26 29 34 • 37 ' • 40 43' 47 ' SO 55 66 23 26 29 ' • 34 40 0.43 17 19 21 22 23 25 27 32 35 38 41 44 47 52 63 22 25 27 32 38 0.42 16 . 18 20 21 ' 21- . 23 '_ 26 30 • 33 35 38 41 45 . 49 59 21 23 26.. t 30 35 0.41 15 17 19 19 20 22 24 29 31 33 36 39 42 46 56 19 22 24 29 33 0.40 14 16 18 18 9 21 23 - • 27 29 ' • 31 . 34 37 40 44 52 I8 21 23 _ 27 31 0.39 13 IS 17 17 1 19 21 25 27 29 32 34 37 41 49 17 19 21 25 29 •03.8 12 14 16 16 17 18 20 24 25 28 30. 32 35 38 46 16 18 20 ' 24 28 0.37 11 13 15 15 16 17 19 22 24 26 28 30 33 36 43 15 17 19 22 • 26 036 11 . 12 14 14 14 ' 16 ... 17 21 22_ z-24 , 26' 28 30 33 40 14 16 17 ' 21 24 035 10 Il 13 13 14 15 16 19 21 23 24 26 28 31 38 13 15 16 19 23 031 7 8 .9 10 10 II 12 ' 14. 15 . 17 18 i19 . 21 23 28 ..10 11.. 12 14 ; 17 1. Tabulated withdrawal design values (W) for sailor shell be multiplied by all applxabte ed)nsimmt foams (see Table 103.1). rta rJ Cha 2 I NI1H r\v,Jtpm! rr.. k r%t Xao • -01 B '1'1, ENGINEERING 17924-140+ Mame 1E, Oa•Oe 220 Wane„ WA 01072-4315 phaoe (423) 014-8440 Flee ( 0210 Details Ms715VR7v TO ROOPC118W1844. •STS S7 R4P& (1),�IZ • TYPE iT (f E 0.14.5121816 77/16710/11118AeA� AZ 7Z1 aI t3)5(SCES yrs•TTA9 8� jV A OR 5 CP -E4+ v ` T -ROA C ve3 TO e 4 511,4G- Poor 11NtrPor , (5) t/►CP Tot nL el?"• A TTA HMEN T DETAILrieLP oaf K nEWMWT 1• ASP C RIAMPTER EUSTAIV afar A• • . • • t•: l •t•••• ••••••••• n••• .•• •w. •4.. .•C ••• • •.0 . r-•f�.L•� .. "--.HV•••P r.••4• --- 5/1/2014 City of Tukwila Department of Community Development KELLY CRAWFORD 1916 S 220 ST, STE M101 BOTHELL, WA 98021 RE: Permit No. M13-0206 CONSOLIDATED CONTAINER 3545 S GLACIER ST Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/4/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/4/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, r Marshall Technician File No: M13-0206 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY .• PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-0206 DATE: 11/12/13 PROJECT NAME: CONSOLIDATED CONTAINER SITE ADDRESS: 6545 S GLACIER ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: P(\)(/ U111(1) Bu- ild3ng Division Public Works n PM 141k- 1,2c Fire Prevention 111 Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/14/13 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required Ti No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 12/12/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: PACIFIC AIR CONTROL INC Washington State Department of Labor & Industries Page 1 of 2 PACIFIC AIR CONTROL INC Owner or tradesperson RUTTAN, GARY JAMES Principals RUTTAN, GARY JAMES Doing business as PACIFIC AIR CONTROL INC WA UBI No. 601 298 907 1916 220TH ST SE STE 101 BOTHELL, WA 98021-8427 206-682-6393 SNOHOMISH, County Business type Corporation Governing persons GARY J RUTTAN License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties HeatingNent/Air-Conditioning and Refrig (HVAC/R) License no. PACIFAC230P8 Effective — expira 10/28/1977 Bond TRAVELERS CAS & SURETY Bond account no. 104920215 Received by L&I 05/09/2007 Insurance .............. ...... PHOENIX INSURANCE COMPANY THE Policy no. 4TC07314N491 PHX09 Received by L&I 06/10/2013 Active. Meets current requirements. $6,000.00 Effective date 05/26/2007 $1,000,000.00 Effective date Savings No savings accounts during the previous 6 year period. httns://secure.lni.wa.2ov/verifv/Detail.asox?UBI=601298907&LIC=PACIFAC230P8&SAW= 12/06/2013 DUCT NOTES 1. DUCT CONSTRUCTION AND INSTALLATION PER LATEST SMACNA STANDARDS AND THE 2012 IMC OR AS REQUIRED BY THE LOCAL CODE. PROVIDE METAL DUCT, EXCEPT AS NOTED. 2. BALANCING DAMPERS: PROVIDE ON ALL SUPPLY RUN OUT DUCTS UP STREAM OF DIFFUSERS. 3. DUCT INSULATION PER 2012 IEEC WITH WASHINGTON ADMENDMENTS, CLIMATE ZONE 4C: MANVILLE FIBERGLASS DUCT WRAP, TYPE 75, FSK ALUMINUM FOIL FACING OR EQUAL. SUPPLY AND RETURN DUCTS: WITHIN CONDITIONED SPACE = R-3.5; OUTSIDE BLDG INSULATION ENVELOPE (UNVENTED ATTIC) = R-6; IN GROUND, IN CONCRETE = R-3.5; EXPOSED IN SAME COND. SPACE SERVED = NONE. OUTSIDE AIR DUCT IN CONDITIONED SPACE: R-6 WITH VAPOR BARRIER. 4. DUCT SEALING -GENERAL: 0 TO 2" STATIC PRESSURE - SEAL ALL TRANSVERSE JOINTS ON ALL DUCTS. ABOVE 2" -SEAL SEAMS & JOINTS. INSIDE BUILD: DURODYNE "DDS-181"GRAY OR APPROVED EQUAL PER UL 181 A -M, 181B -M LISTED. OUTSIDE: POLYURETHANE, MAMECO VULKEM 116. OR APPROVED EQUAL 5. TURN VANES: PROVIDE SINGLE THICKNESS TURN VANES (SEE DETAIL) IN ALL MAJOR SQUARE DUCT. ELBOWS, TEES, OR TURNS WITH INSIDE RADIUS LESS THAN 3/4 DUCT WIDTH. SQUARE BRANCH DUCT TAPS SHALL BE 45 DEGREE TYPE PER SMACNA STANDARD. 6. FLEX DUCT (INSULATED): FOR GRILLE RUN OUTS UP TO 6 FT. LONG, EXCEPT AS NOTED. PROVIDE ADJUSTABLE METAL ELBOWS ON ALL TURNS, UNLESS A SMOOTH FULL RADIUS TURN IS MADE. SECURE CORE WITH APPROVED NYLON OR METAL WORM DRIVE CLAMPS. NO DUCT TAPE JOINTS & SCREWS ALLOWED. 7. SOUND LINER: PROVIDE SOUND LINED METAL SUPPLY & RETURN DUCTS AS SHOWN ON PLANS. MANVILLE PERMACOTE LINACOUSTIC FLEXIBLE FIBERGLASS LINER, WITH ACRYLIC SURFACE TREATMENT OR EQUAL. FABRICATE AND INSTALL PER DUCT LINER STANDARD OF NORTH AMERICAN INSULATION MANUFACTURER'S ASSOC. 8. FLEX CONNECTORS: PROVIDE ON ALL DUCT HOOK-UPS TO ISOLATE AIR HANDLING EQUIPMENT. (NEOPRENE COATED FIBERGLASS FABRIC TYPE) 9. DUCT SIZE CHANGES: ROUND GALVANIZED DUCTS MAY BE SUBSTITUTED FOR RECTANGULAR DUCTS THAT ARE NOT LINED. PROVIDE CIRCULAR EQUIVALENT OF RECTANGULAR DUCT. OTHER EQUIVALENT RECTANGULAR DUCT SIZES MAY BE SUBSTITUTED TO BETTER FIT SPACE. 10. TEMPORARY DUCT CLOSURE: SEAL OFF DUCTWORK DURING CONSTRUCTION TO KEEP OUT CONSTRUCTION DUST, ESPECIALLY FLOOR BOOTS AND LOW WALL OPENINGS. GENERAL HVAC NOTES 1. VERIFY SITE CONDITIONS. 2. THERMOSTAT LOCATIONS: VERIFY ALL WALL MOUNTED CONTROL LOCATIONS WITH ARCHITECT/GC. DEFAULT MOUTING HEIGHT IS 60" AFF. 3. CODES: COMPLY WITH ALL LOCAL & STATE GOVERNING CODES. 4. COORDINATE DUCTWORK AND GRILLE LOCATIONS WITH LIGHTING AND OTHER RELATED TRADES WITH ARCHITECT APPROVAL. VERIFY CLEARANCES & CEILING ELEVATIONS BEFORE INSTALLATION. 5. DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. 6. SEISMIC BRACING: PROVIDE TO MEET LOCAL CODE REQUIREMENTS. REFER TO THE ASHRAE STANDARDS "PRACTICAL GUIDE TO SEISMIC RESTRAINT", 1999. 7. EXHAUST FAN TERMINATION: SHALL NOT BE LESS THAN 3 FEET FROM A PROPERTY LINE OR OPENINGS INTO A BUILDING, E.G., OPERABLE WINDOWS AND DOORS. 8. TEST, ADJUST, & BALANCE: PROVIDE PROPER SYSTEM TESTING, ADJUSTING, AND BALANCING, INCLUDING WRITTEN REPORTS. 9. OPERATION & MAINTENANCE BOOKLET: PROVIDE 0 & M MANUAL TO OWNER. INCLUDE CUT SHEETS ON MAIN EQUIPMENT AND CONTROLS, MAINTENANCE INSTRUCTIONS, AND MARKED UP AS BUILT DRAWING. 10. WALK-THRU INSTRUCTION: PROVIDE ON SITE WALK-THRU FOR CUSTOMER TO DEMONSTRATE OPERATION OF SYSTEM AND ANSWER QUESTIONS. 11. ELECTRICAL: ALL EQUIPMENT TO HAVE A POSITIVE MEANS OF DISCONNECT ADJACENT TO AND IN SIGHT FROM EQUIPMENT SERVED. PROVIDE A 120 VOLT RECEPTACLE LOCATED WITHIN 25 FEET OF EQUIPMENT FOR SERVICE & MAINTENANCE PURPOSES. LINE VOLTAGE WORK BY OTHERS. PROPERTY INFO: PARCEL NUMBER: 788890-0110 LEGAL ADDRESS: 6545 S GLACIER ST 98188 TAXPAYER: EPROPERTY TAX INC DEPT 207 LEGAL: SOUTHCENTER SOUTH INDUSTRIAL PARK LOT 3 OF CITY OF TUKWILA SHORT PLAT NO 77-45 RECORDING NO 7711080966 SD PLAT DAF - POR LOTS 9,10,11,12 & 13 OF SOUTHCENTER SOUTH INDUSTRIAL PARK DESC AS FOLG - BEG SW COR SD LOT 11 TH NLY ALG TOP OF RGT BANK OF GREEN RIVER THE FOLG COURSES: N 47-12-00 E 17 FT TH N 44-10-00 E 100 FT TH N 32-00-00 E 98 FT TH N 24-15-00 E 99 FT TH N 20-22-00 E 103 FT TH N 18-02-00 E 98 FT TH N 14-18-00 E 100 FT TH N 20-04-00 E 100 FT TH N 33-29-00 E 99 FT TH N 43-04-00 E 99 FT TH N 44-55-00 E 100 FT TH N 43-17-00 E 30.84 FT TH LEAVING SD RGT BANK S 78-36-10 E 166.04 FT TH S 11-23-50 W 219.63 FT TO TANGENT CURVE TO LFT RAD 459.28 FT TH SLY ALG SD CURVE THRU C/A 12-43-48 ARC DIST 102.04 FT TH S 01-19-58 E 52.77 FT TO TANGENT CURVE TO LFT RAD 459.28 FT TH SLY ALG SD CURVE THRU C/A 14-17-48 ARC DIST 114.60 FT TH S 15-37-46 E 66.01 FT TH S 88-49-10 E 215.51 FT TO TANGENT CURVE TO LFT RAD 50 FT TH NELY ALG SD CURVE THRU C/A 79-47-00 ARC DIST 69.62 FT TH N 11-23-50 E 28.84 FT TAP ON W R/W LN OF 60 FT WIDE ST AS SHOWN ON PLAT OF SOUTHCENTER SOUTH INDUSTRIAL PARK SD PT LY ON CURVE RAD 110 FT RADIAL BEARING S 78-36-10 E TH SELY ALG SD CURVE THRU C/A 100-13-00 ARC DIST 192.40 FT TH S 88-49-10 E ALG S R/W LN OF 60 FT WIDE ST SHOWN ON SD PLAT 154.54 FT TH LEAVING SD R/W S 01-10-50 W 260 FT TO S LN SD PLAT OF SOUTHCENTER SOUTH INDUSTRIAL PARK TH N 88-49-10 W 1186.38 FT TO TPOB BUILDING Q (377) AREA OF WORK SOUTHCENTER SOUTH INDUSTRIAL PARK 141 BUILDING Q (377) EQUIPMENT SCHEDULE NOM COOL NG GAS HEATING FAN ELECTRICAL SOUND WT TAG. MAKE Q-1 Q-2 TRANE TRANE MODEL YHC060F4RLA 4YCC3024-1064 TONS TOTAL SEN (MBH] (MBH] INPUT [MBH) 60.0 64.0 OUTPUT (MBH] 49.0 51.2 80% 80% HP 1/4 CFM SP MIN GSA 2000 966: (H) 0.7 250 0.4 80 ECONO YES YES V -PH MCA 3 13.8 208/230-1 13.6 dB S 87 656 76 SEE NOTES 3 iSEE NOTES NOTES NOTES: 1. RATINGS BASED ON AHRI STANDARDS. 2. WEIGHTS INCLUDES ACCESSORIES, BUT DOES NOT INCLUDE ADAPTER CURB FOR 0-'I, APPROXIMATELY 120 LBS ADDITIONAL.. 3, UNITQ-1 SHALL INCLUDE RETURN AIR SMOKE DETECTOR. SEPARATE PERMIT REQUIRED FOR: 0 Mechanical Electrical Plumbing Gas Piping City of Tukwila EO.j49,1"`l\IC; DIVISION SITE PLAN NTS REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. LEGEND & ABBREVIATIONS SYMBOL ABBREV. DESCRIPTION SUPPLY DUCT RETURN/EXHAUST DUCT SOUNDLINED DUCT MANUAL VOLUME DAMPER FLEX CONNECTOR TURNING VANES END CAP SUPPLY DIFFUSER, CEILING MAKEUP GRILLE RETURN GRILLE, CEILING EXHAUST GRILLE, CEILING TRANSFER GRILLE, CEILING SIDEWALL SUPPLY/MAKEUP SIDEWALL RETURN/EXHAUST EQUIPMENT TAG ABOVE FINISHED FLOOR BACKDRAFT DAMPER BIRDSCREEN DOWN EXHAUST AIR, OUTSIDrE AIR RETURN AIR SUPPLY AIR 0 FM V V �til•- 2-50 SL VD FC TV EC SD MG RG EG TG AFF BD, BDD BS DN EA OA, OSA RA SA (N) NEW (E)/EXIST EXISTING (R) RELOCATED SYMBOL ABBREV. DESCRIPTION • FIRE DAMPERED DUCT PENETRATION OF A HORIZONTAL SEPARATION FIRE DAMPERED DUCT PENETRATION OF A VERTICAL SEPARATION J REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2013 BWG TWG TYP VD City of ila BUILDING VISION BOTTOM WALL GRILLE TOP WALL GRILLE TYPICAL VOLUME DAMPER AIR TERMINAL LEGEND GRILLE, REGISTER, DIFFUSER IN LEGEND XX ADJ BSC CFH CFM DB L,S N TIMER 0-4 HR ADJUSTIBLE THERMOSTAT/HVAC UNIT # SENSOR/HVAC UNIT # EXHAUST FAN PIPE/DUCT UP PIPE/DUCT DOWN PIPE TEE DOWN PIPE TEE UP EXIST DUCTWORK, EQUIP NEW DUCTWORK, EQUIP ADJACENT BIOLOGICAL SAFETY CABINET CHEMICAL FUME HOOD CUBIC FEET PER MINUTE DUCT BOARD LIQUID, SUCTION NECK NIC NOT IN CONTRACT OAI OUTSIDE AIR INTAKE RD ROUND DIFFUSER SHC SENSIBLE HEATING CAPACITY SR SUPPLY REGISTER TC TOTAL COOLING VEL VELOCITY WH WATER HEATER 8x8 _ NECK SIZE (INCHES) 140 SQUARE OR RECTANGULAR AIR QUANTITY (CFM) XX 8" - NECK SIZE (INCHES) 140 ROUND Air Quantity (CFM) ARROWS INDICATE. AIR PATTERN FOR CEILING DIFFUSERS NO ARROWS INDICATE FOUR WAY PATTERN FILE COPY Permit No. MVOtQ Plan review approval is subject to errors and omissions. kpDrovaI of construction documents does not authorize the vlolation of any adopted code or ordinance. Receipt n" approved Fief , : and to: ' 1 ed. .rr�a r By V Date / /C./.?c,/(3 City Of lbkwila BUILDING DIVISION DESCRIPTION OF WORK: REPLACEMENT OF (a,, ROOFTOP GAS PACK UNITS FOR BUILDING LIKE FOR LIKE WITH ADAPTER CURBS. RECEIVED CITY OF TUKWILA NOV Y, 2 2013 PERMIT CENTER DRAWING INDEX M-1 SITE PLAN, LEGEND, EQUIPMENT SCHEDULE M-2 BUILDING I ROOF PLANS M-3 EQUIPMENT='A ADAPTER CURB DETAILS MA •--02X) Air Conditioning Heating Controls Sales Service Installation "QUALITY ASSURED" pacific air control, inc. 1916 220th Street SE, Suite M101 Bothell, Washington 98021-8427 ph: (206) 682-6393 fax: (206) 340-2270 Contractor's License: PACIFAC230P8 Low Voltage License: PACIFACOO1 DC http://www.pacificaircontrol.com a J H co SOUTHCENTER SOUTH m CO CO CO NO. DATE DESCRIPTION A 11/1/13 PERMIT ISSUE A A A A A A THIS DRAWING IS THE SOLE PROPERTY OF PACIFIC AIR CONTROL, INC. ANY REPRODUCTION, DUPLICATION, ADDIITONS AND/OR MODIFICATIONS REQUIRE THE WRITTEN APPROVAL OF PACIFIC AIR CONTROL, INC. PROJECT MANAGER KSC DESIGNED BY DRAWN BY DL CHECKED BY SCALE ON PLANS PROJECT NO. T131003 DRAWING TITLES COVER SHEET SCHEDULE SHEET NUMBER M-1 of 3 2013 - PACIFIC AIR CONTROL, INC - 2013 UNIT Q-1) SEE ENLARGE VIEW 1 .j EXISTING SKYUGHTS (TYPICAL) BUILDING Q (377) BUILDING Q (377) ROOF PLAN SCALE )e"=1'-0" SEE ENLARGE VIEW 2 C 3 LJ HORIZONTAL ECONOMIZER EXISTING GAS PIPE ON ROOF (NO CHANGE) n LJ 3'-O" 3-5 EXISTING PLENUM NEW SUPPLY (BOT) AND RETURN (TOP) DUCTWORK CONNECT TO EXISTING PLENUM FLEX CONNECTOR (TYP.) 2 -TON GAS PACK TO BE REPLACED WITH LIKE RESTING ON EXISTING 4X SLEEPERS RECONNECT TO EXISTING GAS PIPE ON ROOF n LJ EXISTING GAS PACK AND HORIZONTAL DUCTWORK TO REMAIN (NIC) ENLARGE VIEW 1 - UNIT Q-2 SCALE 1/4"=1 b" EXISTING HVAC UNITS (NO CHANGE) • RECONNECT TO EXISTING GAS PIPE ON ROOF 5 -TON GAS PACK TO BE REPLACED FURNISHED ADAPTER CURB FOR DOWNFLOW APPLICATION PER CURB DETAIL ON M-3 ENLARGE VIEW 2 - UNIT Q-1 SCALE: 1/41=190* REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2013 City of Tukwila BUILDING DIVISION I 3—O�a�O SKYUGHTS (TYP.) RECEIVED CITY OF TUKWILA NOV 1,2 2013 PERMIT CENTER Air Conditioning Heating Controls Sales Service Installation "QUALITY ASSURED" pacific air control, inc. 1916 220th Street SE, Suite M101 Bothell, Washington 98021-8427 ph: (206) 682-6393 fax: (206) 340-2270 Contractor's License: PACIFAC230P8 Low Voltage License: PACIFAC001 DC http://www.pacificaircontrol.com SOUTHCENTER SOUTH A DATE 11/1/13 DESCRIPTION PERMIT ISSUE A A A A A A 'THIS DRAWING IS THE SOLE PROPERTY OF PACIFIC NR CONTROL, INC. ANY REPRODUCTION, DUPUCATION, ADDITIONS AND/OR MODIFICATIONS REQUIRE THE WRITTEN APPROVAL OF PACIFIC AIR CONTROL, INC. PROJECT MANAGER KSC DESIGNED BY DRAWN BY DL CHECKED BY SCALE ON PLANS PROJECT NO. T131003 DRAWING TITLES ROOF PLAN ENLARGE PARTIAL ROOF PLAN SHEET NUMBER M-2 of 3 2013 - PACIFIC AIR CONTROL, INC - 2013 16 7/8" HORIZONTAL ECONOMIZER AND RAIN HOOD INLET UNIT - TOP VIEW 11/16" 9/16" SECTION Y -Y TYPICAL (8) SIDES OF DOWNFLOW DUCT OPENINGS AIR FLOW INLET 43 1/8" 7/16" (DUCT FLANGE) 3 1/4" SUPPLY • RETURN 12" 6 5/8" 16' 16" ..,1 UNIT - BOTTOM PENETRATION VIEW 3 1/4" 7 1/8" 24V ENTRY 141/8" 119/16" 7„ 4 3/16" ---. 43/4" POWER ENTRYI 5/16" DIA. HOLE GAS LINE ENTRY FOR 1/2" N.P.T. GAS CONNECTION 5 7/8" •>- UNIT - RIGHT SIDE VIEW UNIT - BACK AND PENETRATION VIEW HORIZONTAL AIR FLOW 11/16" SECTION X -X TYPICAL (8) SIDES OF SIDEFLOW DUCT OPENINGS i 35 9116" 19 5/8" CONDENSATE RAIN FOR 9.0 (3/4) FEMALE NPT UNIT - LEFT SIDE VIEW BAROMETRIC RELIEF 11000. - BAROMETRIC RELIEF HOOD N. ACCESSORY - BAROMETRIC RELIEF DAMPER HOOD UNIT Q-2 ECONOMIZER DETAIL SCALE: NA ECONOMIZER HOOD EVAPORATOR SECTION ACCESS PANEL—., CONDENSATE DRAIN (ALT) 314-14 NPT DIA. HOLE -------N 3 UNIT Q-2 DETAIL SCALE NA 2 UNIT Q-1 ECONOMIZER DETAIL / TOP PANEL • 4 1r4" 27 5/8" 47 7/8" 1/2" NPT GAS CONNECTION (80MBH & 120MBH) 3/4" NPT GAS CONNECTION (150MBH. 200MBH & 250MBH)------✓ i THROUGH THE BASE CONDENSATE-----\ 275/8" --1 33" SUPPLY 4 1/8" —T--'1 32 1)8" RETURN 17 1!2" PLAN VIEW UNIT 9 7/8" DIMENSION DRAWING 17 1/2" ,. " ,--, .J(1 I, l i SUPPLY —r 23 7/8" RETURN -__, 00 3 5/8" 32 1/4" 4 3/4" I» i '-*-19114 CONDENSATE 88 5/8" 9 3/8" x-16 3/4 -"--3'7/8" CONDENSER FAN CONDENSER COIL ----UNIT CONTROL WIRE 718" DIA. HOLE �•>--04°- ---SERVICE GAUGE PORT ACCESS 1 3/8" DIA. HOLE ------UNIT POWER WIRE ONTROL AND COMPRESSOR ACCESS PANEL NOTES: 1. THRU -THE -BASE ELECTRICAL AND GAS IS NOT STANDARD ON ALL UNITS. 2. VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION 40 7/8" -7 181/2" j 9 5/8. • 5 5/8, i .j--.0 IQ PACKAGED GAS / ELECTRICAL it 4 114".--,-- 5 5/8"-- 7 5/8"--• DIMENSION DRAWING 53 1/4" HORIZONTAL AIR FLOW SCALE: NA 1 UNIT Q-1 DETAIL SCALE: NA REVIEWED ANCE CODE COM APPROVED NOV 27 2013 City of Tukwila BUILDING DIVISION SUBMITTED TO: COMPANY: DRAWN BY: WEIGHT; 217 lbs JOB NAME: EQUIPMENT: NOTES: Part Number: CA-TRN-543-TRN-544 NEW TRANE UNITS (TRN-543)THC THC,O48 072E ,072A-i� 20A; TSC,YSC 072A,E-120A,E; WSC 060E,072A,B,E,090A,B,E,092A-120A; YHC 046E-060E,072A,B-120A,B; YH TRANE: TCD,TFD,YCH 036C,037C,048C,049C,060C; WCD,WFD 036C,048C,060C; YCD,YFD 036A,C,037C,048A,C,049C,060A,C EXISTING UNIT (TRN-544) .0. 33 50.0 26,125 Features: • Fully assembled curb adaptor. Includes internal duct transitions, • Internally insulated with 1" - 1.5" lb insulation. Gasketing p kage pr ide Adaptor pans and supports provided / field installed Curb Adaptor Information To verify that the curb adaptor shown on this page is the correct adaptor for you job be sure the existing curb is the same size as the dimensions provided. (The bottom dimensions of curb adaptor are larger than existing curb outside dimension.) • Before new HVAC unit is set in place, inspect structural stability of existing curb and building's roof load capability, Reinforce if required. • All curb adaptors will increase the systems external static pressure and must be included when calculating unit requirements. Curb adaptors are designed to attach to an existing curb with side x side duct connections. The curb adaptor is not designed for use with concentric duct configuration. • No calculations are available for this product. For a calculated product, please contact factory for part number, pricing, and lead time. • Please contact factory for more detailed dimensional information if required, Designs are based on standard factory dimensions, and may differ in the field. • R;A .,u 49.375 -"-- 4.375 opo 'THIS DOCUMENT IS THE PROPERTY OF MICEOMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDrI ION THAI' THE CONTENTS WILL NOT BE DISCLOSED OR USED WrrHouT MICROMETL'S WRITTEN CONSENT ' P• WA NO, 5407- P MICROME TL. CORP. - 3035 NORTH SHADE LAND AVENUE, SUITE 700 - INDIANAPOLIS, IN 48228 - 1-800-662-4822 --- MICROMETL. SPARKS - 905 SOUTHERN WAY - SPARKS, NV 89431 - 1.800-884-4862 Air Conditioning Heating Controls Sales Service Installation "QUALITY ASSURED" pacific air control, inc. 1916 220th Street SE, Suite M101 Bothell, Washington 98021-8427 ph: (206) 682-6393 fax: (206) 340-2270 Contractor's License: PACIFAC230P8 Low Voltage License: PACIFACOO1DC http://www. pacificaircontrol. corn SOUTHCENTER SOUTH I- z W W LII LV 5 1- pLLIC W a" M IN. laM CY co CD LC) Z ,m p co CO CO r CO NO. DATE DESCRIPTION A 11/1/13 PERMIT ISSUE A A A A 0 THIS DRAWING IS THE SOLE PROPERTY OF PACIFlC AR CONTROL INC. ANY REPRODUCTION, DUPLICATION, ADDTRONS AND/OR MODIFICATIONS REQUIRE THE WRITTEN APPROVAL OF PACIFIC AR CONTROL INC. PROJECT MANAGER KSC DESIGNED BY DRAWN BY DL CHECKED BY SCALE ON PLANS PROJECT NO. T131003 DRAIMNG TITLES EQUIPMENT DETAILS ADAPTER CURB DETAIL . RECEIVED CITY OF TUKWILA NOV 1 2 2Q13 PERMIT CENTER 5 UNIT Q-1 ADAPTER CURB DETAIL SCALE: NA SHEET NUMBER M-3 of 3 2013 - PACFIC NR CCW1R01, INC - 2013 .J(1 I, l i r" -__, .0. 33 50.0 26,125 Features: • Fully assembled curb adaptor. Includes internal duct transitions, • Internally insulated with 1" - 1.5" lb insulation. Gasketing p kage pr ide Adaptor pans and supports provided / field installed Curb Adaptor Information To verify that the curb adaptor shown on this page is the correct adaptor for you job be sure the existing curb is the same size as the dimensions provided. (The bottom dimensions of curb adaptor are larger than existing curb outside dimension.) • Before new HVAC unit is set in place, inspect structural stability of existing curb and building's roof load capability, Reinforce if required. • All curb adaptors will increase the systems external static pressure and must be included when calculating unit requirements. Curb adaptors are designed to attach to an existing curb with side x side duct connections. The curb adaptor is not designed for use with concentric duct configuration. • No calculations are available for this product. For a calculated product, please contact factory for part number, pricing, and lead time. • Please contact factory for more detailed dimensional information if required, Designs are based on standard factory dimensions, and may differ in the field. • R;A .,u 49.375 -"-- 4.375 opo 'THIS DOCUMENT IS THE PROPERTY OF MICEOMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDrI ION THAI' THE CONTENTS WILL NOT BE DISCLOSED OR USED WrrHouT MICROMETL'S WRITTEN CONSENT ' P• WA NO, 5407- P MICROME TL. CORP. - 3035 NORTH SHADE LAND AVENUE, SUITE 700 - INDIANAPOLIS, IN 48228 - 1-800-662-4822 --- MICROMETL. SPARKS - 905 SOUTHERN WAY - SPARKS, NV 89431 - 1.800-884-4862 Air Conditioning Heating Controls Sales Service Installation "QUALITY ASSURED" pacific air control, inc. 1916 220th Street SE, Suite M101 Bothell, Washington 98021-8427 ph: (206) 682-6393 fax: (206) 340-2270 Contractor's License: PACIFAC230P8 Low Voltage License: PACIFACOO1DC http://www. pacificaircontrol. corn SOUTHCENTER SOUTH I- z W W LII LV 5 1- pLLIC W a" M IN. laM CY co CD LC) Z ,m p co CO CO r CO NO. DATE DESCRIPTION A 11/1/13 PERMIT ISSUE A A A A 0 THIS DRAWING IS THE SOLE PROPERTY OF PACIFlC AR CONTROL INC. ANY REPRODUCTION, DUPLICATION, ADDTRONS AND/OR MODIFICATIONS REQUIRE THE WRITTEN APPROVAL OF PACIFIC AR CONTROL INC. PROJECT MANAGER KSC DESIGNED BY DRAWN BY DL CHECKED BY SCALE ON PLANS PROJECT NO. T131003 DRAIMNG TITLES EQUIPMENT DETAILS ADAPTER CURB DETAIL . RECEIVED CITY OF TUKWILA NOV 1 2 2Q13 PERMIT CENTER 5 UNIT Q-1 ADAPTER CURB DETAIL SCALE: NA SHEET NUMBER M-3 of 3 2013 - PACFIC NR CCW1R01, INC - 2013