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Home My WebLink AboutPermit M13-139 - FARWEST PAINT - REPLACE ROOF TOP UNITFARWEST PAINT 4500 S 133 ST M13-139 City ofikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 2613200003 Address: 4500 S 133 ST TUKW Project Name: FARWEST PAINT Permit Number: M13-139 Issue Date: 08/12/2013 Permit Expires On: 02/08/2014 Owner: Name: CALIFORNIA AVENUE CO Address: 4522 SOUTH 133RD ST , PO BOX 68726 98168 Contact Person: Name: CONNIE HARDIN Address: 4600 S 134 PL , SEATTLE WA 98168 Email: CONNIEH@HOLADAYPARKS.COM • Contractor: Name: HOLADAY PARKS, INC. Address: PO BOX 69208 , SEATTLE, WA 98188 Contractor License No: HOLADPI379NO Phone: 206 250-4530 Phone: 206 248-9700 Expiration Date: 09/03/2013 DESCRIPTION OF WORK: REPLACE EXISTING 4 -TON ROOFTOP UNIT (HEAT PUMP) WITH NEW 4 -TON ROOFTOP UNIT (HEAT PUMP) Value of Mechanical: $11,500.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $336.94 International Mechanical Code Edition: 2012 Date: D_-13 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or tl}e performance of work. I am authorized‘to sign and obtain this mechanical permit and agree to the conditions on the back of this pe Signature: \ $ 1� 4A -c1 Print Name: V11/1 �'e-- � t ^ Date: O ( . 3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. .I..,.• InA(' A/1n M11_1't0 Printad• nR-17-7013 • PERMIT CONDITIONS Permit No. M13-139 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: 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). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IMC -4/10 M13-139 Printed: 08-12-2013 ssmtiAdira*C21_41•4 CITY OF TUKWILA Community Development Department Permit Center 6301) Soulhcenler Blvd.. Suite 100 Tukwila, WA 98/88 http://www.TukwilaWA.goy Mechanical Permit No. Project No.: ,Date Appltcation•Accepted • Date Application'Expires i U (For office uceonly) 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: 4S -OO S 13•• _ Q��p� Suite Number: Tenant Name: tees* PCLt p' 4 New Tenant: ❑ Yes cAl4o King Co Assessor's Tax No.:; /3200303 Floor: 'PROPERTI' OWNER Name: eEU a 40C. 0-0 Address:gs o s 33rd. City jl StaterZipqirt LI' ..CONTACTPERSON:.= pers(3nreceiving ali pmlect communication ... , .:... .: . Name: `Amor 1 Address: 4 b, o. O S 13 P.) Cityativ� State Zigev(� b Phone:b ZSo41S36 Fax: ZOii 2 ti f��%33d 0 Email„ n lek Q L' � l_�fiCL Qd.� L�/i� . /��.,1 � A MECHANICAL CONTRACTOR INFORMATION Company Name:' 1 i ,Oc s (�� 6 ini).4, pi.S Address: t/ C O t -1` p� City: 46eatzak. State: Zipetg,� tot Phone: . eii�a'(J 3 ax: zest' itir• r 70e Contr Reg No.iiOL14aPr371.0.0 Date: 1-13 Tukwila Business License No.: Q uS 01.Mii C.7-' Valuation of project (contractor's bid price): $ Describe the scope of work in detail: A q Use: Residential: New Commercial: New ❑ Fuel Type: Electric ❑ Gas D e041 S 4 '%x robreto ? cvc (%Let.4-cl:.f Replacement Replacement Other: II:\Applications\Forms-Applications On Line \201 I Applications\Mechanical Permit Application Revised 8-9-I I.docx Revised: August 2011 bh Pagel oft Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater 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 Ventilation fan connected to single duct 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 wwp 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 APPLICA7IO.N NOTES. -744-t: . 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. Print Name: cAifit1'Qc 4„ Mailing Address: 4600 S t 414L- Day Telephone: Date: -I- 30 " \� Zpb ZSa'1S"36 City I I:\Applications\Forms-Applications On Line \201 I Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised.August 2011 bh w a State Zip Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.�ov Parcel No.: 2613200003 Address: 4500 S 133 ST TUKW Suite No: Applicant: FARWEST PAINT RECEIPT Permit Number: M13-139 Status: APPROVED Applied Date: 07/30/2013 Issue Date: Receipt No.: R13-02334 Initials: User ID: WER 1655 Payment Amount: $269.55 Payment Date: 08/12/2013 11:44 AM Balance: $0.00 Payee: CONNIE HARDIN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 09896G ACCOUNT ITEM LIST: Description 269.55 Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 269.55 Total: $269.55 Printed: 08-12-2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.Tukwila WA.gov Parcel No.: 2613200003 Address: 4500 S 133 ST TUKW Suite No: Applicant: FARWEST PAINT RECEIPT Permit Number: M13-139 Status: PENDING Applied Date: 07/30/2013 Issue Date: Receipt No.: R13-02245 Initials: JEM User ID: 1165 Payment Amount: $67.39 Payment Date: 07/30/2013 12:32 PM Balance: $269.55 Payee: CONNIE HARDIN, HOLADAY PARKS FAB INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 04395G ACCOUNT ITEM LIST: Description 67.39 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 67.39 Total: $67.39 rinr• Rcrcint_(1R PrintArt• n7 -3f1 -9M3 INSPECTION NO. INSPECTION RECORD Retain a copy with. permit Mia -13' . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr et: ✓ r j S 'A A� Type lnspecti n: t, %iii -1.- .. X30 . �.o' 4 � _.--.Special Address:r-�J 500 ppfmt i be, ill p(r Date Called: 33S -- .. Instructions: /' ` `� • Date Wanted: . ,� _a.r�r,. requester: Phor N°: `v-- [ ?--733 JApproved per applicable codes. ' LJ Corrections required prior to approval. COMMENTS: ppfmt i be, ill p(r 0 t, -Ff\ANke__ `-o J6s €f- -lam' v 1 I /--- n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 1013. Call to schedule reinspection. Date: CIA CO FILE COPY Doftromfaa 1'14, 1802 W Lake Sammamish PKWY SE Bellevue, WA 98008 Phone: 425-644-6400 Cell: 425-351-5999 FARWEST PAINT MECHANICAL UNIT SUPPORT 4500 SOUTH 1133RD STREET SEATTLE, WASHINGTON 98168 FC)R HOLADAY-PARKS, INC. STRUCTURAL CALCULATIONS JUNE 09, 2013 JOB NO: 124-1310 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 07 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 302013 PERMIT CENTER M1r t31 PARTIAL ROOF FRAMING PLAN NOTES: . 1) CONTRACTOR TO VERIFY ALL :SIZES., DIMENSIONS, AND LOCATIONS AT FIELD, 2) CONTRACTOR TO VERIFY ALL EXISTING ROOF -FRAMING. MEMBER SIZES. 3) -CONTRACTOR TO VERIFY MECHANICAL U NIT:SIZE, W.EIGHT_AND..LOCATION. •Froject/Subjeci / ✓ r "i Z/r11,C;fe cam, By Date �f ) '/ Sisal No. / ): Job No. • L 1;3 '47p 3 (.7).11,2..7, f f ;4-410' f+^✓. 4;� Projeot/Subjec: C> By Date ,r Sheet No. )� . .lob No. ' ROOF LOADS: DEAD LOAD: S.U. ROOFING PLYWOOD...... LIVE 2x10@ 16" o.c. SPRINKLER INSULATION PURLIN CEILING MISC. / MECH. SUB -TOTAL LOAD: SNOW OTAL LOAD; ... . MECHANICAL UNIT DATA: 4 -Ton Mech. Unit = 2.5 PSF 1.8 2.5 1.5 1 0 1.5 3.2 14 PSF 573 lbs 25 PSF 39 PSF Pro)ecvsubject 0 N By Date Sheet No. 4/i -. Job No. _ I / ON cor ffe,; 149 -17 )< (7Wg4 'G1 C �1 1 . u:.. y o_71( -7 . LATERAL.DESIG.N(IEC.200.9, ASCE 7-05.) WIND ASIC oWIND EXP. "8' SPEED Iw = 1.0 Kd = 0.9 Kz= 0.7 Kzt= 1.0 85 MPH (TABLE FIG. 6-1, ASCE 7-05) 6-4, ASCE -05) UP TO 30' (FIGURE 6-4, ASCE 7-05) Gf = 0.85 qz = 0.00256 x Kz qz F F= 11.7 Cf = z x Gf x x Kzt x Kd x V^2 x I PSF Cf x Af 2.88 A 1.3 (FIG. 6-21 (GUST FACTOR) (EQ. 6-15) ASCE 7-05 UNIT LENGTH (L) = UNIT WIDTH (W) UNIT I-HIGHT 5.8 H) = FT 3.7 FT 3.0 FT SHORT DIRECTION: F wind = 224 lbs ONG DIRECTION: ................... wind = 143 bs FOR MECHANICAL UNIT) (EQ. 6-28) C ProjecVSubject Qs ..mss By Sheet No Late Job No. Date and Time: 7/8/2013 5:49:34 PM MCE Ground Motion - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = -122.29991 Period MCE Sa (sec) (%g) 0.2 140.6 MCE Value of Ss, Site Class B 1.0 048.5 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 140.6 Sa = FaSs, Fa = 1.00 1.0 073.7 Sa = FvS1, Fv = 1.52 Spectrum for Site Class D Period MCE Sa (sec) (%g) 0.000 056.2 T = 0.0, Sa = 0.4FaSs 0.105 140.6 T = To, Sa = FaSs 0.200 140.6 T = 0.2, Sa = FaSs 0.524 140.6 T = Ts, Sa = FaSs 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T = 1.0, Sa = FvS1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 SEISMIC (2009 IBC) ZIP CODE: 98168 LATITUDE _ LONGITUDE = Fp Ss = S1 = SITE 47.4888 -122.3 1.406 g 0 485 g CLASS SDC = D Fa Fv "C' 1.52 Sms = 'Fa x Ss = Sm1 = Fv x S1 = Sds = 2/3 Sms = Sd1 2/3 Sm1 = = (0.4 Ap.Sds.Wp/(Rp/Ip)) Ap Ip — Rp Sds 2.5 1.406 g 0.74 g 0.94 g 0.49 g (1 + 2 Z/H) (EQ. 13.3-1) 6 0.94 Project/Subject BY di Sneet No:ei Date Job No. Fp Fp (MAX) = Fp (MIN) Fp (ASD CHECK 1 Z/H = WP= 269 lb 573 6 Sds.Ip.Wp = Sds.lp.Wp = 03 Fp/1.4= UNIT STABILITY: SHORT DIRECTION: F(WIND)= M (O.T.) _ M(R) = 0.6 M (R)= 224 336 lbs 859 Ibs > Fp 161 lbs < Fp 192 lbs • GOVERNS IN (WIND lbs lbs ft 1060 lbs -ft 636 lbs ft > M (O.T. USING: MINIMUM (3)412 SCREWS EACH F(wind)/ #12 SCREW= 37 Project/Subject bs-O.K. O.K. O.K. SHORT DIRECTION) NO UPLIFT SIDE OF THE UNIT / CURB By /2 Date APPENDIX Dimensional Data Figure 1. Heat pump - 3-4 tons standard efficiency Note: All dimensions are in inches/millimeters. EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN 3/4 -14 NPT DV. HOLE — TOP PANEL CONDENSER FAN 4 lie 108( 15 I/4- 921 MM 259?8I6' 69 7/6' 42 114 1749 MM1075 MN. S 4 1/4• ICSMM- 2' ELECTRICAL CONNECTION (SINGLE POINT POWER WHEN HEAT INSTALLED) 5 5/6' 142 MM. L 9 sit' 244 MM LCONTROL AND COMPRESSOR ACCESS PANEL .5 9116' 14 iMM /-194/ MM 6' r' 4114' 1124 MM " — CONDENSER COIL UNIT CONTROL WIRE 7B' (22MM) DIP.. HOLE SERVICE GAUGE PORT ACCESS 1 3R' (35MM) DIA. HOLE UNIT POWER WIRE 1 VW(29MM)Dbl HOLE Figure 2. Heat pump - 3-4 tons standard efficiency - downflow airflow supply/return - through the base utilities Note: All dimensions are in inches/millimeters. 3 5/8" 142 9 114" 15 1/2"--J 1, 92 MMH I•-356:MM 235 MM 394 MM j 102MM r( ,•-. • 2 610 . RETURN MM TBU CONDENSATE 106MM 23 1/2" 597 MM / PKGP-PRC013-EN THROUGH THE BASE ELECTRICAL 4718" 24 M M—� 61/2" 3 11/16" 165 MM 94MM 5 1/1G" 128 Mk; LT .9 15/16" 253 MM 71 eMANE Dimensional Data Figure 3. Heat pump - 3-4 tons standard efficiency - horizontal airflow supply/return Note: All dimensions are in inches/millimeters. 33/18.' 81MM 23 /4' 691MM 1- 4 3/4' - 43/4' 121MM 407 1/4' 8 7/8 438MM '225MM 131/4' 337MM 3/4-14 NPT DRAIN CONNECTION Figure 4. Heat pump - 3-4 tons standard efficiency - unit clearance and roof opening Note: All dimensions are in inches/millimeters. CLEARANCE 36" (914 MM) CLEARANCE HORIZONTAL FLOW - 18" (457 MM) DOWNFLOW 36" (914 MM) TYPICAL ROOF OPENING 72 68 3/16" 40" (1732 MM) (1016 MM) CLEARANCE 48" (1219 MM) 44 1/2" (130 M M ) CLEARANCE 36" (914 MM) PKGP-PRC013-EN MANE' Weights Table 53. Maximum unit & corner weights (lbs) and center of gravity dimensions (in.) Maximum Model Unit Weights(a) Corner Weights(b) Center of Gravity (in.) Tons Model No. Shipping Net A B C D Length Width 3 'WSC036E 589 514 177 107 113 117 29 20 WSC048E__ 600 ` 525- 181 109 .115 119 :29 .20' 5 WSC060E 825 682 228 177 114 163 38 24 6 WSC072E 835 740 235 196 140 168 40 22 7'/2 WSC090E 902 804 255 217 153 180 41 22 10 WSC120E 1388 1199 342 328 259 270 49 28 (a) Weights are approximate. (b) Corner weights are given for information only. A CENTER OF GRAVITY WIDTH CENTER OF GRAVITY 1.-- LENGTH 0 CENTER OF GRAVITY 8 C Table 54. Factory installed options (flops)/accessory net weights (lbs)(a),(b) WSC036E-048E WSC***E WSC072E-090E WSC12OE Net Weight Net Weight Net Weight Net Weight Accessory -3-4 Tons` 5 Tons 6-71/2 Tons 10 Tons 460 V IDM Transformer(C) 29 29 — — Barometric Relief <7 . 10 10 10 Belt Drive Option (3 phase only) 31 31 — — Coil Guards 12 20 20 30 Economizer 26 36 36 36 Electric Heaters(d) .15 ,. , 30 30 40 Hinged Doors 10 • 12 12 - 12 Manual Outside Air Damper 16 26 26 26 Motorized Outside Air Damper 20 30 30 30 Oversized Motor 5 8 Powered Convenience Outlet 38 38 Powered Exhaust — 80 Roof Curb 61 78 Smoke Detector, Supply 5 5 5 5 Smoke Detector, Return 7 7 Through the Base Electrical 8 13 8 — 38 50 80 80 78 89 7 7 8 13 Unit Mounted Circuit Breaker 5 5 5 5 Unit Mounted Disconnect 55 5 (a) Weights for options not listed are <5 lbs. (b) Net weight should be added to unit weight when ordering factory -installed accessories. (c) Apply weight with all 460V units with the Standard Direct Drive Motor. (d)Applicable to Heat Pump units only. 86 PKGP-PRC013-EN HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-139 DATE: 07/30/13 PROJECT NAME: FARWEST PAINT SITE ADDRESS: 4500 S 133 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: t'L FM/ 0 VOSAI Building Division Public Works Aw\ Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 08/01/13 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 Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/29/13 Approved ❑ Approved with Conditions g Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Contractors or Tradespeople lir Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name HOLADAY PARKS INC UBI No. 578004089 Phone 2062489700 Status Active Address 4600 5 134Th Pl License No. HOLADPI379NO Suite/Apt. License Type Construction Contractor City Seattle Effective Date 1/21/1983 State WA Expiration Date 9/3/2013 Zip 98168 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HOLADI'00105 HOLADAY PARKS INC Electrical Contractor Hvac/Rfrg Ltd Energy Unused 9/25/2000 4/29/2015 Active HOLADPF376NO HOLADAY PARKS FABRCTRS INC Construction Contractor General Unused 8/20/1963 1/1/1983 Archived Business Owner Information Name Role Effective Date Expiration Date PARKS, GERALD T JR Chief Executive Officer 01/21/1983 Amount VAN DER VEEN, JULIE ELIZABETH Member 08/26/2011 A1CG96431203 CONNELL, DANIEL AARON Member 08/26/2011 GIRT, BUIT Member 08/26/2011 Old Republic Ins Co KIEL, RINALD HOWARD Member 08/26/2011 WHITMYRE, CHRISTIAN Member 08/26/2011 24 BECK, DAVID CLARENCE Vice President 11/21/1983 11/01/2012 OCONNOR, BONNY K Vice President 11/21/1983 10/28/2011 NAILON, JUNE ANNETTE Vice President 11/21/1983 VAN DER VEEN, ERIC M Vice President 11/04/2010 PIZZEY, GRACE KATHERINE Vice President 08/26/2011 NELSON, MICHAEL Secretary G1/01/1980 11/04/2010 PARKS, DAVID L Treasurer 01/01/1980 11/04/2010 TALBOT, PAUL Treasurer 01/01/1980 11/04/2010 Bond Information Bond Bond Company Name Page 1 of 2 Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date LIBERTY MUTUAL INS 7 23000452 CO 09/01/2002 Until Cancelled $12,000.00 08/23/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 26 Old Republic Ins Co A1CG96431203 11/01/2012 11/01/2013 $1,000,000.00 10/30/2012 25 Old Republic Ins Co A1CG96431102 11/01/2011 11/01/2012 $1,000,000.00 10/28/2011 24 Old Republic Ins Co A1CG96431102 11/01/2011 11/01/2012 $1,000,000.00 10/28/2011 https://fortress.wa.gov/lni/bbip/Print.aspx 08/12/2013 SHEET METAL NOTES 1. DUCT SIZES INDICATED ON PLANS ARE NET INSIDE DIMENSIONS. A CALL -OUT SUCH AS 12' X 12"/SL MEANS A 14' X 14" SHEET METAL DUCT WITH 1" SOUNDUNER, GIVING A NET INSIDE DIMENSION OF 12" X 12". 2. DUCTWORK SHALL BE CONSTRUCTED TO DIMENSIONS INDICATED ON PLANS. THE TOLERANCE OF THESE DIMENSIONS SHALL BE AS SPECIFIED IN HOLADAY-PARKS, INC. SHOP STANDARDS MANUAL LENGTHS, AND CRITICAL DIMENSIONS BETWEEN DUCTWORK AND OTHER BUILDING/SYSTEM ELEMENTS ARE INDICATED WHERE A LOCATION OR DIMENSION SCALED FROM THE DRAWING WILL NOT BE ADEQUATE. THE TOLERANCE OF CRITICAL DIMENSIONS, IF NOT INDICATED, SHALL DEFAULT TO THAT OF THE INSTAWNG MECHANIC'S MEASURING DEVICES. SCALED LOCATIONS OR DIMENSIONS ARE NOT SUBJECT TO TOLERANCE GUIDEUNES. y 3. DUCT ELBOWS SHALL BE RADIUS TYPE WITH FULL WIDTH THROAT RADIUS, UNLESS SHOWN OTHERWISE. TURNING VANE ELBOWS SHALL HAVE DOUBLE THICKNESS TURNING VANES INSTALLE[ IN EVERY RAIL TAB. 4. DUCTWORK ON ROOF SHALL HAVE A MINIMUM R-7 SOUNDUNER OR INSULATION WITH WEATHERPROOF JACKET. SEAL AROUND DUCT WHERE IT PENETRATES THROUGH THE ROOF. MATERIALS A. DUCT INSULATION (OUTDOORS): 3" FIBERGLASS, MINIMUM 3/4 LB. DENSITY, OR 2' FIBEI LASS 1.5 LB. DENSITY WITH VAPOR BARRIER AND WEATHERPROOF JACKET (MI tN IMUM INSTALLED R -VALUE 7.0). 1. ALL TRADES TO LEAVE 36" CLEARANCE IN FRONT OF MECHANICAL EQUIPMENT ACCESS PANELS FOR SERVICING. 2. CUTTING, FRAMING i PATCHING AND PAINTING OF WALL, CEIUNG AND FLOOR OPENINGS SHALL BE BY GENERAL CONTRACTOR. THIS INCLUDES OPENINGS THROUGH AREA SEPARATION] I WALLS 3. ROOF CURBS, SLEEPERS, CONCRETE PADS AND CANT STRIPS TO BE BUILT AND FASTENED TO THE ROOF BY GENERAL CONTRACTOR. CURBS TO BE CONSTRUCTED ACCORDING TO SIZES PROVIDED BY HOLADAY-PARKS' FIELD MECHANIC. SHIM AS REQUIRED TO MAKE ROOF CURBS AND SLEEPERS LEVEL TOP OF CURB MUST BE TRUE (FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE. MAXIMUM ALLOWABLE DEVIATION FROM LEVEL OR FLAT SHALL BE 1/4" IN 10'. ROOF CURBS AND SLEEPERS MUST BE SECURELY FASTENED TO STRUCTURAL SUPPORT MEMBERS BY G.C. HVAC ABBREVIATIONS AFF AP BDD BHP BOD BOU BT CB BDD CLG CONN. DB DMPR. DN. DR. EA EAT E.C. ELEV. ESP EXH. EXTR. FC FD L FILA FIR. DR. FNL DR. FOB FOT ABOVE FINISHED FLOOR ACCESS PANEL BACK DRAFT DAMPER BRAKE HORSE POWER BOTTOM OF DUCT BOTTOM OF UNIT BYPASS TIMER COUNTER -BALANCED BACK DRAFT DAMPER CEILING CONNECT/CONNECTION DUCTBOARD DAMPER DOWN DRAIN EACH ENTERING AIR TEMP ELECTRICAL CONTRACTOR ELEVATION EXTERNAL STATIC PRESSURE EXHAUST EXTRACTOR FLEX CONNECTION FIRE DAMPER FINISHED FLOOR LEVEL FULL LOAD AMPS FLOOR DRAIN FUNNEL DRAIN FLAT ON BOTTOM FLAT ON TOP FUT GC HP ID INSUL LAT MCA N/A NC NIC NO NOM. NTS OA OBD OD PRIM PSI R RA SA SL SM SP TV'S TYP VD W/ /W. FUTURE GAS GENERAL CONTRACTOR HORSE POWER INSIDE DIMENSION/DIAMETER INSULATION LEAVING AIR TEMP MINIMUM CIRCUIT AMPACITY NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOMINAL NOT TO SCALE OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIMENSION PRIMARY POUNDS PER SQUARE INCH RISE RETURN AIR SUPPLY AIR SOUND LINING SHEET METAL STATIC PRESSURE TURNING VANES TYPICAL VOLUME DAMPER WITH WITH WRAP (IE: DUCT INSULATION) GRILLES, REGISTERS, DIFFUSERS LEGEND izi ❑ ❑ ❑ NOTE: NOTE: NOTE: X"xX" CD CFM X"xX" CD/FD CFM X"xX" CD/P CFM X"xX" CD/P/FD CFM X"xX" CD/PF CFM #SLOT-INLETO CFM #SLOT-INLETO/FD CFM #SLOT-INLETO/P CFM #SLOT-IN.O/FD/P CFM S.S.R. S.S.G. LN.W.S.G. R.A.G. R.A.G./ACCESS R.A.G./P. S.R.G. LN.W.R.G. E.G. E.G./P. E.R. T.G. T.G./P. EXHAUST LOUVER INTAKE LOUVER THE "/FD" CALLOUT INDICATES A GRILLE WITH U.L CLASSIFIED RADIATION DAMPER TO BE INSTALLED IN RATED FLOOR/CEIUNG OR ROOF/CEIUNG ASSEMBLIES. USE RUSKIN MODEL CFD. INCLUDE THERMAL INSULATION BLANKET FOR LAY -IN T -BAR CEIUNGS. ALL SUPPLY DIFFUSERS ARE TO BE INSTALLED WITH A DIFFUSER CAN W/ PERF DIVIDER, GENSCO REGISTER BOX W/ FLEX COLLAR & DIFF, MODEL COLDC21 OR EQUIV. FOR EXPOSED DUCTWORK WITH SUPPLY EXHAUST GRILLES TAKEOFFS TO BE GRILLE SIZE PLUS 2' TO MATCH GRILLE FRAME. CEILING DIFFUSER (LAY -IN T -BAR CEILING) 4 CORE ADJUSTABLE, WITH FILLER FOR 24' x 24" LAY -IN MODULE TITUS MODEL MCD, BORDER TYPE 3 KRUEGER SERIES 1244, FRAME 23 (USE X"0 RUNOUT) CEILING DIFFUSER WITH FIRE DAMPER (LAY -IN T -BAR CEILING) 4 CORE ADJUSTABLE, ALL STEEL CONSTRUCTION, RADIATION DAMPER SHALL BE RUSKIN MODEL CFI) W/ THERMAL INSULATING BLANKET (USE X"0 RUNOUT) CEILING DIFFUSER (PLASTER CEILING) 4 CORE ADJUSTABLE, "V" FRAME TITUS MODEL MCD, BORDER TYPE 6 - KRUEGER SERIES 1244, FRAME 21 CEILING DIFFUSER (PLASTER CEILING) WITH FIRE DAMPER SAME AS C.D./P WITH RADIATION DAMPER AS NOTED ABOVE (USE X"0 RUNOUT) CEILING DIFFUSER WITH PERFORATED FACE (LAY -IN T -BAR CEILING) 4 CORE ADJUSTABLE, WITH FILLER FOR 24" x 24" LAY -IN MODULE KRUEGER SERIES 1244P, FRAME 23 (USE X" RUNOUT) (USE X" RUNOUT) SLOT DIFFUSER FOR LAY -IN CEILING KEES-100 SLOT DIFFUSER FOR RATED LAY -IN CEILING WITH FIRE DAMPER TEMPMASTER FRD SLOT DIFFUSER (PLASTER CEILING) KEES K-100, FRAME OPTION 12 SLOT DIFFUSER WITH FIRE DAMPER (PLASTER CEIUNG) TEMPMASTER MODEL TFD-F OR FRD-F FOR SURFACE MOUNTING SIDEWALL SUPPLY REGISTER DOUBLE DEFLECTION, HORIZONTAL FRONT BLADES, WITH O.B.D. TITUS MODEL 272RL O.B.D. - KRUEGER MODEL 880H O.B.D. SIDEWALL SUPPLY GRILLE DOUBLE DEFLECTION, HORIZONTAL FRONT BLADES TITUS MODEL 272RL - KRUEGER MODEL 880H LINEAR WALL SUPPLY GRILLE FIXED 15 DEGREE DEFLECTION BLADES KRUEGER MODEL 1515, FRAME 415, ALUMINUM CONSTRUCTION RETURN AIR GRILLE ALUMINUM EGGCRATE WITH 1/2" x 1/2" x 1/2" CORE TITUS MODEL 50F - KRUEGER EG -5 RETURN AIR GRILLE PLASTER CEILING INSTALLED IN TITUS RAPID MOUNT FRAME (MODEL TRM) TO ALLOW CEILING ACCESS. FIXED 35 DEGREE REFLECTION BLADES. KRUEGER MODEL S80 - TITUS MODEL 350RL RETURN AIR GRILLE (PLASTER CEILING) FIXED 35 DEGREE DEFLECTION BLADES KRUEGER MODEL S8OH - TITUS MODEL 350RL SIDEWALL RETURN GRILLE FIXED 35 DEGREE DEFLECTION BLADES, WITHOUT O.B.D. TITUS MODEL 350RL - KRUEGER MODEL S8OH UNEAR WALL RETURN GRILLE FIXED 0 DEGREE DEFLECTION BLADES KRUEGER MODEL 1500, FRAME 415 ALUMINUM CONSTRUCTION EXHAUST GRILLE ALUMINUM EGGCRATE WITH 1/2' x '/2" x 1/2" CORE TITUS MODEL 50F - KRUEGER EG -5 RETURN AIR GRILLE (PLASTER CEILING) FIXED 35 DEGREE DEFLECTION BLADES TITUS MODEL 350RL - KRUEGER MODEL S8OH EXHAUST REGISTER FIXED 35 DEGREE DEFLECTION BLADES TITUS MODEL 350RL O.B.D. - KRUEGER MODEL S8OH O.B.D. TRANSFER GRILLE ALUMINUM EGGCRATE WITH Y2" x '/2" x '/2" CORE TITUS MODEL 50F - KRUEGER EG -5 TRANSFER GRILLE (PLASTER CEILING OR WALL) FIXED 35 DEGREE DEFLECTION BLADES TITUS MODEL 350RL - KRUEGER MODEL S8OH 4" STATIONARY LOUVER STEEL CONSTRUCTION RUSKIN MODEL ELF -375 4" STATIONARY LOUVER WITH DRAINABLE BLADES GALVANIZED STEEL CONSTRUCTION RUSKIN MODEL ELF -375D FINISH: FACTORY APPLIED PRIME COAT ROOFTOP CONSTANT VOLUME HEATPUMP SCHEDULE TAG MAKE MODEL NOM. TONS ECONOMIZER LOW AMBIENT ENTERING AIR CONDENSING TEMP 'F COOUNG CAPCITY ARI EFFICIENCY HEATING DATA OUTSIDE AIR CFM SUPPLY FAN DATA ELECTRICAL WEIGHT (LBS) FILTERS REMARKS Y/N DB/H FACT./FU) OPT. (Y/N) DB WB TOTAL SENSIBLE EER SEER CAPACITY OA TEMP COP BACKUP KW DESIGN 'F CFM ESP RPM BHP MHP VOLTS/PH MCA MFS QTY SIZE HP -1 WANE WSC048E1 4 Y DB FLD N 80 67 85 48000 - - 13.1 44000 47 3.3 10 - 320 1600 .5 - - - 208/230/1 89 100 580 - - 1 1: WIRING AND DISCONNECTS BY E.C. SINGLE POINT POWER CONNECTION. HVAC LEGEND r XXXX 11 12x12/SL 12x12 12x12 f 12x12/W 1 1111111111111111111111111111111111111111111111111 Y 38x240 DUCT UNDER POSITIVE PRESSURE DUCT UNDER NEGATIVE PRESSURE TURNING VANES ELEVATION FROM F.F.L (INSULATION AND DUCT FLANGES EXTEND 11/2" BELOW BOD CALLOUT) EQUIPMENT IDENTIFICATION THERMOSTAT SENSOR CEILING OR INUNE EXHAUST FAN 24" x 12" RETURN AIR GRILLE W/SOUNDUNED CAN SUPPLY AIR ARROW RETURN AIR ARROW SPEED SWITCH: FURNISHED BY HOLADAY-PARKS, INSTALLED BY ELECTR. CONTR. FLEXIBLE CONNECTION DUCT HEATER MANUAL VOLUME DAMPER MOTORIZED DAMPER BACK DRAFT DAMPER SMOKE DETECTOR VERTICAL ARE DAMPER (1'/2 HOUR) IN AIRSTREAM RUSKIN MODEL DIB2 STYLE A HORIZONTAL FIRE DAMPER (1'/2 HOUR) IN AIRSTREAM RUSKIN MODEL DIB2 STYLE A VERTICAL FIRE DAMPER (3 HOUR) IN AIRSTREAM RUSKIN MODEL DIB23 STYLE A VERTICAL FIRE DAMPER (3 HOUR) IN AIRSTREAM RUSKIN MODEL DIB23 STYLE A BACK DRAFT DAMPER RUSKIN MODEL BD2/A1, LOCAL VELOCITY < 1500 FPM BACK DRAFT DAMPER RUSKIN MODEL BD2/A2, LOCAL VELOCITY < 2500 FPM BACK DRAFT DAMPER RUSKIN MODEL BD6, LOCAL VELOCITY < 3500 FPM SMOKE DAMPER HORIZONTAL VERTICAL COMBINATION SMOKE AND FIRE DAMPER VERTICAL COMBINATION SMOKE AND FIRE DAMPER SPIN -IN TAKE -OFF & VOLUME DAMPER INDICATES 14' x 14" O.D. SHEETMETAL WITH 1" SOUNDUNER (U.N.O.), 12" x 12" NET I.D. INDICATES UNLINED 12" x 12" S.M. DUCT INDICATES 12' x 12" I.D. DUCTBOARD INDICATES UNUNED 12" x 12" S.M. DUCT WITH INSULATED WRAP RISE OR DROP IN DIRECTION OF FLOW FLEXIBLE DUCT INDICATES FLAT OVAL DUCT SPIN -IN TAKE -OFF & VOLUME DAMPER WITH RIGID ROUND FIBERGLASS DUCT INDICATES AIRFLOW DIRECTION THROUGH THE PARKING GARAGE TO THE GARAGE EXHAUST FANS. SHEET INDEX REV # SHEET # SHEET TITLE 1 M0.01 1 M2.01 LEGENDS & NOTES ROOF HVAC PLAN HOLADAY-PARKS, INC. SMART Mechanical Solutions Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 • (206) 248-9700 HOLADAYPARKS.com WA LICENSE NUMBER: HOLADPI379NO TOP OF CURB MUST BE LEVEL & FLAT (SEE NOTES 1 & 2) 2x6 WOOD BACKING BY G.C. 16 GAUGE ROOF CURB (BY A/C MFG.) APPROXIMATE EDGE OF ROOF OPENING SCOPE OF WORK ti 1. REPLACE EXISTING 4 TON ROOFTOP HEATPUMP WITH NEW 4 TON HEATPUMP. 2. SEE ATTACHED STRUCTURAL CALCULATIONS. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: I : visions will require a new plan submittal and may include additional plan review fees. E CRATE PERMIT REQUIRED FOR: ❑ Mechanical ®'Electrical plg wasumbinPipin City of Tukwila BUILDING DIVISION FILE COPY Permit No. Plan review approval is subject to enure and omissions. of constructio 1 documents does not autho7}i2e i ..3! ion of any adopted code or ordnance. Receipt contionsr City Of llukwila BUILDING DIVISION AC UNIT REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 7 2013 City of Tukwila BUILDING DIVISION 4' WIDE x 16GA SEISMIC RESTRAINTS QUANTITY AND CONNECTION PER TABLE BELOW No. 10x%" SCREW SEAL & MAKE WATERTIGHT RECEIVED CITY OF TUKWILA JUL 302013 PERMIT CENTER z a w ISI DESIGN TEAM Designed by: MJG Drawn by: MLG Approved by: Job Number: Filename: REGISTRATION 07/29/13 APPROVED FOR CONSTRUCTION ISSUE TE PERMIT ISSUE PENDING CITY APPROVAL 07/29/13 STOP ROOFING FELT BEFORE CURB UP SHEETMETAL FLASHING INSTALLED OVER ROOFING FELT. (BY MECH.) NOMINAL 2' RIGID INSULATION (SEE NOTE 3) BUILT-UP ROOFING (SEE NOTE 5) CANT STRIP (SEE NOTE 3) (SEE NOTE 5) ROOF DECK STRUCTURAL MEMBER BY G.C. SEE STRUCTURAL DRAWINGS NOTES: 1. GENERAL CONTRACTOR SHALL PROVIDE SHIMS AS REQUIRED TO MAKE CURB LEVEL MAXIMUM ALLOWABLE SLOPE IS '/4" PER 10'. 2. TOP OF CURB MUST BE TRUE (FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE. 3. ROOF STRUCTURE, ROOF DECK, INSULATION, CANT STRIP & BUILT-UP ROOFING BY GENERAL CONTRACTOR. 4. STRUCTURAL MEMBERS MUST NOT INTERFERE WITH ROOF OPENINGS. 5. FASTEN ROOF CURB SECURELY TO STRUCTURAL MEMBERS. 4" No. Date By Description 1 07/29/13 MJG PERMIT ISSUE (3)#12 METAL SCREWS t (3)%"0 LAG BOLTS DETAIL - CURB WITH SEISMIC RESTRAINT SCALE: NTS ALL RIGHTS RESERVED. THESE DRAWINGS BELONG IN ANY FORM TO HOLIDAY -PARKS. INC- NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM OR BY ANY MEANS WI ROUT PE iMIURION IN WRRiNG FROM HO ADAY PARKS, INC. 25' NEW HP -1 ROOF HVAC PLAN SCALE 1I • T -0r REVIEWED FOR ODE COMPLIANCE APPROVED AUG 0 7 2013 City of Tukwila BUILDING DIVISION 'Wr RECEIVED CITY OF TUKWILA JUL 302013 PERMIT CENTER HOLADAr-PARKS INC. SMART Mechanical Solutions Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 • (206) 248-9700 HOLADAYPARKS.corn WA LICENSE NUMBER: HOLADPI379NO PROJECT (/) F— z H co (c's C1_ c's; � oa W M� Ma J ILL DESIGN TEAM Designed by: MJG Drawn by: MLG Approved by: Job Number. 58090 Filename: DRAWING5.DWG REGISTRATION 07/29/13 APPROVED FOR CONSTRUCTION ISSUE NAME/DATE PERMIT ISSUE PENDING CITY APPROVAL 07/29/13 No. Date By Description 1 07/29/13 MJG PERMIT ISSUE SHEET TITLE ROOF HVAC PLAN SHEET NUMBER M2.01 ALL RIGHTS RESERVED. THESE DRAWINGS BELONG IN ANY FORM TO HOLAMYPARRS. INC.. NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM OR SY ANYMEA(S WRHOUT PERMISSION IN W WONG FROM HOLADAY PARIS, INC.