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Permit M10-072 - WESTOWER COMMUNICATIONS
WESTOWER COMMUNICATIONS 405 EVANS BLACK DR M10 -072 Parcel No.: Address: Project Name: City o*Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT 0223100036 405 EVANS BLACK DR TUKW WESTOWER COMMUNICATIONS Permit Number: M10 -072 Issue Date: 07/15/2010 Permit Expires On: 01/11/2011 Owner: Name: Address: Contact Person: Name: Address: Email: BANK OF AMERICA WA1- 501 -15 -08 , PO BOX 34029 /LEEDE 98124 JEREMY MUELLER PO BOX 3205 , KIRKLAND WA 98083 JEREMY @CFM- HVACR.COM Contractor: Name: C F M HEATING AND COOLING INC Address: PO BOX 3205 , KIRKLAND WA 98083 Contractor License No: CFMHEHC969CD Phone: 425- 821 -1293 Phone: 425 821 -1293 Expiration Date: 02/04/2012 DESCRIPTION OF WORK: INSTALL (1) NEW ROOFTOP A/C UNIT WITH DUCTWORK AND GRILLS. Value of Mechanical: Type of Fire Protection: $12,500.00 UNKNOWN Permit Center Authorized Signature: Fees Collected: $300.81 International Mechanical Code Edition: 2009 Date: 7-1C-(0 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 • - • : or ance of work. I . • ized to sign and obtain this mechanical permit. AVIPPr Signature: Print Name: k(c' Dat 7r 7. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M10-072 Printed: 07 -15 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 0223100036 Address: Suite No: Tenant: 405 EVANS BLACK DR TURIN WESTOWER COMMUNICATIONS Permit Number: Status: Applied Date: Issue Date: M10 -072 ISSUED 06/09/2010 07/15/2010 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: 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. 5: Readily accessible access to roof mounted equipment is required. 6: 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. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: 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 #2051) 15: 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 doc: Cond -10/06 M10 -072 Printed: 07 -15 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 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) 16: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 17: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 18: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 19: 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 #2051) (IFC 104.2) 20: Art electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Arty overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 M10 -072 Printed: 07 -15 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: /46.77- Date: ordinances governing or local laws regulating doc: Cond -10/06 M10 -072 Printed: 07 -15 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Project No. 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 OCATION Site Address: yo$ Ev445 51 qCk Or King Co Assessor's Tax No.: f)2.2-3 1000336 Tenant Name: L& ?+o(A)e( rownint,ni('r,+jcns Suite Number: Property Owners Name: CPA G f o✓P Mailing Address: j539 Pe - Floor: New Tenant: 14. Yes ❑ ..No CONTACT PERSON - Who do we contact when your permit is ready to b Name: Ter't inVl P1o( 11er Mailing Address: C'' evX 32 05 I.9'vue City IA AA State %Mit Zip Day Telephone: K,irWand E -Mail Address: Jere inYCiPC41.- 0VaCr. Conn MECHANICAL CONTRACTOR INFORMATION Company Name: CFM f-I ecitaj aid Ccohop) Sit Mailing Address: 12. D . t3oX 320 S Contact Person: Jefeakl NIGH 1 tyv- rerYtki 0 C- Fm- h✓4cr- Co,-i Contractor Registration Number: CFM 4E 44 C rj Lgc.D E -Mail Address: City Fax Number: Lai-62i -12 w 98063 State Zip 1125 &Z1 -/3Y3 Kirkla.WW City Day Telephone: Fax Number: lA/A i& of* 3 State Zip 125 -F321- /293 �-{2s- -13 y3 DZ�bYf lZ Expiration Date: ARCHITECT OF RECORD - All plans must be we stamped by A of Record Company Name: KAA.A4 Skt`tiN Mailing Address: 2221 Contact Person: E -Mail Address: City Day Telephone: Fax Number: t. State ENGINEER OF RECORD - AlI plans must be wet stamped by Enginee of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H: \Applications\Forms- Applications On Line \2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh City Day Telephone: Fax Number: State Zip Page 1 of 2 Valuation of Project (contractor's bid price): $ 12,600 - �•'J 1 I, 1 f f Scope of Work (please provide detailed information): L/IS)"4 (/ (.) it tw (0 01 / C ()off t ik-.. ( CIO.. >(c t Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric ❑ Gas Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty" nit U Type: Qty Unit Type: Qty, Boi ler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 1 15-30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig/Cooling System Incinerator — Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM I Incinerator — Comm/Ind 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R OR AUT O IZED AGENT: Signature: A.r u a z/' Print Name: Jere rw.( Moe er Mailing Address: 1:7-0 • 30x 3203 Date: Ob '09-10 Da Tel phone: �' ezi - )293 141' .fair/ City State 9li0g3 Zip Date Application Accepted: ( `9 ` I I`Cn `1 U Date Application Expires: I � v (6 Staff Initials: l H:Wpplications \Forms - Applications On Line\2009 Applications \1 -2009 - Mechanical Permit Application.doe Revised: 1 -2009 bh Page 2 of 2 � r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwi la. wa. us RECEIPT Parcel No.: 0223100036 Permit Number: M10 -0 72 Address: 405 EVANS BLACK DR TUKW Status: PENDING Suite No: Applied Date: 06/09/2010 Applicant: WESTOWER COMMUNICATIONS Issue Date: Receipt No.: R10 -01009 Initials: User ID: Payee: WER 1655 Payment Amount: $300.81 Payment Date: 06/09/2010 08:37 AM Balance: $0.00 CFM HEATING & COOLING TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5058 300.81 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 240.65 000.345.830 60.16 Total: $300.81 SAY' 'ENT RECEIVED doc: Receiot -06 Printed: 06 -09 -2010 M/0 -072_ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: �� //> ki w of l . A( Ai - Typ�t 1 nspe ion: t dcFiL/1 , A)e )AT P f Q .re A Address: 46 5 uAvtf Qt f Date Called: . _'- -_S /-t O k e s 1At<v).7- CJLO IA) A Id d-1-- ik e q,, i e4 3 A . k-As e cal ,' o f `� Special Instructions: ,^ 1 ,S( g3 — 0 C1`—f p 1 ' Date Wanted _ r / �(� b '' a.rr p.m. Requester: Phone No Approved per applicable codes. Corrections required prior to approval. COMMENTS: -4 0ot E — Ilam,S IM ■ 0/A A- 5 -3-1) ki u 1" /Uei t Dv-if \7 dcFiL/1 , A)e )AT P f Q .re A S ,L& L, - .P 2sq-- `ro 12 d 2 4--f),) GC t) 1) `7") -a e A 6 r , S� fre.. ., f ', e (e i/u ‘. ► oo , . , _'- -_S /-t O k e s 1At<v).7- CJLO IA) A Id d-1-- ik e q,, i e4 3 A . k-As e cal ,' o f `� f rioef AA T e__ it, p\ Ci---(-\\ I n uc su l ,t 1 ! O^ ij v, reil- f3.:; ,3:••1 IAA-5 rod( CC;t,'A 1 EAS. 4 QA`s I Inspector: 6111AA n $60.00 REINSPECTION FEE REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: _ /to- Receipt No.: Date: INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project: _ _, Tyke of Ae- eiction �`� 6e} Ad J / jams n �j Date Cale t� / SpeciiaalInstructionns:J M / DaterWanted: l �ri �� /U a.m. Vim` Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date fl $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schtdule reinspection. Receipt No.: Date: A c -� Heating and Air Conditioning TECHNICAL GUIDE R-410A ZJ / ZR / XP SERIES 3 -5TON 60 Hertz M10 2 251933 -YTG -H -0109 FILE COPY Description YORK® ZJ /ZR/XP Series units are convertible single package high efficiency rooftops with a common roof curb for the 3, 4 and 5 Ton sizes. Although the units are primarily designed for curb mounting on a roof, they can also be slab - mounted at ground level or set on steel beams above a finished roof. All ZJ /ZR/XP Series units are self - contained and assembled on rigid full perimeter base rails allowing for overhead rigging. Every unit is completely charged, wired, piped and tested at the factory to provide a quick and easy field installation. All models (including those with an economizer) are convertible between bottom and horizontal duct connections. ZJ /ZR Series units are available in the following configurations: cooling only, cooling with electric heat, and cooling with one or two stage gas heat. Electric heaters are available as factory- installed option or field installed accessory. XP Series units are available in the following configurations: cooling and heating only and cooling and heating with electric heat. Tested in accordance REVIEWED FOR CODE COMPLIANCE APPRVIVED JUL 13 2010 City of Tukwila BUILDING niviRifliv ARI Standard 21W240 Unitary Alt Coneltlom . FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE t,1 (31 i\i*s p RECEIVED JUN 092010 PERMITCENTER 251933 YTG-H -0109 ZJ036 -060 Physical Data (Continued) Component Models ZJ036 ZJ048 ZJ060 Nominal Tonnage 3.0 4.0 6.0 CONDENSER FAN OIT1%!';'"-- •;.: I Quantity '� r. 1 1 1 Fan diameter (Inch) 24 24 24 Type Prop Prop Prop Drive type Direct Drive Direct Drive Direct Drive No. speeds 1 1 1 Number of motors 1 1 1 Motor HP each 1/2 1/2 1/2 RPM 1090 1090 1090 Nominal total CFM 4200 4200 4200 BELT DRIVE EVAP FAN DATA Quantity 1 1 1 Fan Size (Inch) 12 x 10 12 x 10 12 x 10 Type Centrifugal Centrifugal Centrifugal Motor Sheave 1VL44 1VP56 1VL44 1VP56 1VL44 1VP56 Blower Sheave AK84 AK88 AK56 AK61 AK56 AK56 Belt A37 A39 A36 A38 A36 A38 Motor HP each 1 -1/2 1 -1/2 1 -1/2 1 -1/2 1 -1/2 2 RPM 1725 1725 1725 Frame size 56 58 58 DIRECT DRIVE EVAP FAN DATA Quantity 1 1 1 Fan Size (Inch) 12x10 12x10 12x10 Type Centrifugal Centrifugal Centrifugal Motor HP each 3/4 1 1 RPM 1050 1050 1050 FILTERS 15"x 20"x 1" or 2" 2 2 2 14 "x25"x1 "or2" 1 1 1 NOTE: All 2 Stage Gas Heat, 60% Capacity 1 at Stage, 40% Capacity 2nd Stage. Johrison Controls Unitary Products 13 251933- YTG- M-0109 ZJO3S -060 (Belt Drive) (Continued) Site (Tons) Volt Compressors (each) OD Fan Motors (each) Supply Blower Motor Pwr Cony Outlet Electric Heat Option MCA1 (Amps) Max Fusee/ Breaker3 Site (Amps) 66 RLA LRA MCC FLA FLA FLA Model kW Stages Amps 060 (5.0) 208-1-60 28.8 145.0 45 0 2 3 7 6 0.0 None - - - 45.9 0 4.• 1 19 .• • :s E10 8.0 1 38.5 57.6 70 E15 11.9 2 57.2 81.0 90 E20 15.9 2 76.4 105.1 110 E30 22.2 2 106.7 142.9 150 230.1 -60 28.8 145.0 45.0 2.3 7.6 0.0 None - - - 45.9 60 E05 5.3 1 23.0 45.9 60 E10 10.6 1 46.1 70 E15 15.9 2 69.1 100 E30 u 163.7 175 208 3 60 17.6 123.0 27.5 2.3 5.2 0.0 None 29.5 40 RIM • 45 E0 .6 E10 8.0 1 E20 15.9 44.1 61.7 70 E30 22.2 61.6 83.5 90 230 -3-60 17.6 123.0 27.5 2.3 5.2 0.0 None - 29.5 40 •» 1 1 .3 2 . 0 E07 7.5 1 18.8 29.5 40 E10 10.6 1 26.6 38.4 45 E15 15.9 2 39.9 54.3 60 E20 21.2 2 53.2 70.2 80 • 460 -3.60 9.6 70.0 15.0 1.3 2.6 0.0 None � 1 8.5 EN 0• 20 • 25 0 6.: E10 10.1 REMIMMINIEll 1 12.7 35 • 2:.: 6. ..6 -t 575-3-60 7.5 53.0 11.7 1.3 2.0 0.0 None - 12.4 15 E10 Mal1111111111OMELAIIMILMII • 10.6 10.6 15.2 • 20 2 r• E30 30.4 30.5 MI 40 58 1. Minimum Circuit Ampacity. 2. Dual Element, Time Delay Type. 3. HACR type per NEC. Johnson Controls Unitary Products 251933 -YTG -H -0109 Weights and Dimensions ZJIZR/XP036-060 Unit Weights Unit 4 Point Load Weight Unit6 Point Load Weight ZJ/ZR036 -060 Size Weight (Ibs.) Center of Gravity 4 Point Load Location (Ibs.) 8 Point Load Location (Ibs.) (Tons) Shipping Operating X Y A B C D A B C 0 E F 036 580 575 40 20 132 125 155 164 89 85 82 102 108 110 (3.0) 048 048 590 585 40 20 134 127 158 167 90 87 84 104 108 112 (4.0) 060 060 595 590 40 20 135 128 159 168 91 88 84 105 109 113 (5.0) XP036 -060 Size (Tons) Weight (Ibs.) Center of Gravity 4 Paint Load Location (Ibs.) 8 Point Load Location (Ibs.) Shipping Operating X Y A B C D A B C D E F 038 580 575 39 20 135 121 151 168 91 85 80 99 106 114 (3.0) 048 590 585 39 20 137 124 154 17i 93 87 81 101 108 116 (4.0) 060 595 590 39 20 138 125 155 172 94 87 82 102 109 117 (5.0) ZJIZR/XP036 -060 Unit Accessory Weights Unit Accessory Weight (Ibs.) Shipppping 55 Operating 50 Economizer Power Exhaust 55 50 Electric Heat' 28 28 Gas Heat2 70 70 1. Weight given is for the maximum heater size available (30KW). 2. Weight given is for the maximum number of tube heat exchangers available (5 tube). Johnson Controls Unitary Products 95 251 933 YTG -H-0109 ZJ/ZR/XP036 -060 Unit Dimensions ZJ/ZR038.080 Cooling Only /Electric Heat Front View XP036 -080 Heat Pump/Electric Heat Front View FIELD•SUPPLIED DISCONNECT SWITCH LOCATION (Dlrect•Drlve untta) CONTROL BLOWER BOX ACCESS ACCESS SCROLL COMPRESSOR ACCESS BOTTOM SUPPLY d RETURN AIR OPENINGS (SEE NOTE) B • POWER WIRING ENTRY A - CONTROL WIRING ENTRY ZJ1ZR038 -080 Cooling Only /Gas Heat Front View FIELD-SUPPLIED DISCONNECT SWITCH LOCATION (Direct -Drive units) RLTER ACCESS CONTROL BOX ACCESS BLOWER ACCESS 2-t/2 UNIT BASE WITH RAILS ahem sspsretsy to Durrett bottom duct openings end power connection locations. NOTE For curb- rrcunted units. refer to the duet hangar dimensions of the curb Sot the proper size ot the supply and return dr dun canoeocoru. VENT AIR OUTLET HOOD CONDENSER SCROLL COMPR ACCESS COMBUSTION AIR INLET H000 438 32-018 3r4' PVC FEMALE COND. DRAIN (See Detail •A7 c GAS SUPPLY ENTRY Vq (W NPTI AT GAS VALVE) 32.1/4 2-12 /�`• GAB ACCESS HEAT `—� BOTTdJ SUPPLY ti RETURN AIR OPENINGS (SEE NOTE) S • POWER WIRING ENTRY A • CONTROL WIRING ENTRY Aare D GAS SUPPLY ENTRY (W NPTI AT GAS VALVE) 32414 UNIT BASE WITH RAILS Sham sepwwgMtpo Eupettrraear gas piping oa0neo110, locations. NOTE: Fa curb-mounted units. refer to the duct hanger dlmenelons of the curb to the prayer size of the supply and rowan sir dun aenneoaons, aRETURN AIR SUPPLY AIR CONDENSER AIR '' OUTDOOR AIR L__,;' (Economizer) a RETURN AIR SUPPLY AIR CONDENSER AIR OUTDOOR AIR (Economizer) 96 Johnson Controls Unitary Products r 251933 -YTG -H -0109 ZJIZR/XP038 -060 Fixed Outdoor Air Motorized Damper Rain Hood I.- 27 1/2 - +� 11 I¢Q c=n 27 -1/2 —+I MIN rz• Rear View ZJ/ZR/XP036 -080 Rear View 1 -5/8 7 -1/4 Detail "A" Dimension "A" Fixed Outdoor Air Damper Motorized Damper 12 16-1/2 REAR VIEW 61 SIDE SUPPLY AND RETURN AIR DUCT OPENINGS 44 7/8 LH End View Detail "B" 4 -3/8 DUCT COVERS - Units are shipped with all air dud openings covered. For side duct applications; 1.Remove and discard the supply and retum air duct covers. 2.Connect ductwork to duct flanges on the rear of the unit. For bottom duct applications; 1. Remove the side supply air duct cover to gain access to the bottom supply air knockout panel. 2. Remove and discard the bottom knockout panel. 3. Replace the side duct cover. 4. With filter section access panel removed from the unit, remove and discard the bottom return alr knockout panel. 5. Replace the filter access •anel. Johnson Controls Unitary Products 97 251933 -YTG -H -0109 ZJ/ZRIXP036 -060 Disconnect Filter Access Blower Motor Access Dot Plugs FieldSupplled Disconnect Switch Location Mounting Bracket for Disconnect Switch (Field Supplied) A,B Wiring Entry (See Detail "B") Disconnect Switch Location and Motor Access Panel for Unit with "Belt- Drive" Option ZJ/ZR/XP036 -060 Roof Curb Dimensions 19 -1/2" BACK OF UNIT RETURN' AIR Control Box Access ZJ/ZRIXP036 -060 Utilities Entry Hole Opening Size (Dia.) Used For A 7/8" KO1 , Control Wiring- Side Bottom B 2" K01 Power Wiring Side Bottom C 1 -5/8" KO Gas Piping (Front) D 1 -1/2" KO Gas Piping (Bottom) 1. Opening in the bottom to the unit can be located by the slice in the insulation. 2. Do not remove the 2" knockout ring. ZJ/ZRIXP038 -060 Minimum Clearances Location Clearance Front 24" (Cooling /Electric Heat) 32" (Gas Heat) Rear 12" (Less Economizer) 36" (With Economizer or.fixed Alr/Motorized Damper) Left Side (Filter Access) 24" (Less Economizer) 36" (With Economizer) Right Side (Cond. Coil) 24" Below Unit' 0" Above Unite 72" (For Condenser Air Discharge) 1. Units may be installed on combustible floors made from wood or class A, B, or C roof covering material. 2. Units must be installed outdoors. Overhanging structures or shrubs should not obstruct condenser air discharge outlet. DUCT 2" TYP COMPRESSOR AND CONDENSER SUPPORT RAILS END OF UNIT SUPPLY" AIR 37 -1/4" DUCT SIZES: Supply Air n 19 -1/4" X 19 -1/4" Return Alr m 19 -1/4" X 19 -1/4" FRONT OF UNIT 'Supply and Return Air (Including duct support rails) shown are typical for bottom duct applications. For location of horizontal duct applications (on back of unit), refer to Unit Dimension details. 98 Johnson Controls Unitary Products ZJIZRIXP036 -080 Typical Applications '"J ROOF JACK INSTALLATION t I 1 I I 1 1 I L.-. -- -, L.-- . J 251933 YTG -H -0109 ROOF CURB / INSTALLATION SLAB ON GRQONO iNSTA_LATION FIELD - SUPPLIED DISCONNECT SWITCH ROOF CURB CONDENSATE TRAP CONTROL WIRING TO TOW$R TO INDOOR SUPPLY THERMOSTAT RETURN AIR DUCT SUPPLY AIR DUCT MANUAL GAS SHUTOFF VALVE TO GAS SUPPLY UNE Johnson Controls Unitary Products • • SA 99 1 t I 1 I I 1 1 I L.-. -- -, L.-- . J 251933 YTG -H -0109 ROOF CURB / INSTALLATION SLAB ON GRQONO iNSTA_LATION FIELD - SUPPLIED DISCONNECT SWITCH ROOF CURB CONDENSATE TRAP CONTROL WIRING TO TOW$R TO INDOOR SUPPLY THERMOSTAT RETURN AIR DUCT SUPPLY AIR DUCT MANUAL GAS SHUTOFF VALVE TO GAS SUPPLY UNE Johnson Controls Unitary Products • • SA 99 ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE COPY Permit No., WESTOWER COMMUNICATIONS 406 Evan Black Drive Tukwila, WA STRUCTURAL CALCULATIONS FOR MECHANICAL UNIT ADDITION INCOMPLETE LTR #� -io May 17, 2010 2006 IBC ENW Project No. 10- 000037 ruoo7z • • REVIEWED FOR CODE COMPLIANCE APPROVED JUL 13 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 25 2010 PERMIT CENTER • 6869 Woodlawn Avenue NE . Seattle, WA 98115 . 206.525.7560 . fax 206.522.6698 www.enwseattle.com ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 1 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 5226698 I PROJECT # PROJECT & T Tow fr COY�rn U J \L&tt )&) DATE I -7 " ') n SUBJECT e0. J 141 U OF 19/4\40 SHEET C ! OF BY OK_ PLO) 0 1 iJ \L 8) 2)(.12 ecko- �1 1R012 eL oo0 g ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. � N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT # PROJECT W TO Lt or LQ Y\ . DATE Li — 7-10 SUBJECT (_14 .LAC. Sod S'T" SHEET C 2 OF BY v.( Cp l,U = CID +25) 2 = 7064 aX e r Rev. 580004 User. KW-0808898, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : General Timber Beam Description West Tower Comm. EJ1 Job # Date: 7:50AM, 18 MAY 10 '3 Page 1 westtower.ecw.Calcu lations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x12 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 1.500 in 11.250 in Sawn 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 21.50 ft Lu ft Lu ft Lu Select structural 1,500.0 psi 180.0 psi 625.0 psi 1,900.0 ksi 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 70.00 #/ft #/ft #/ft LL LL LL #/ft #/ft #/ft Span= 21.50ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,533.98 psi Fb 1,725.00 psi 0.889 1 4.0 k -ft 4.5 k -ft at 10.750 ft at 21.500 ft 4.04 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 4.55 Iv Fv 61.54 psi 207.00 psi Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL Camber: 0.75 k 0.75 k Beam Design OK 1.0 k 3.5 k @ Left 0.75 k @ Right 0.75 k @ Left 0.000 in Center 1.493 in Right 0.000 in Max Max 0.75 k 0.75 k Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 @ Center @ Left @ Right Bending Analysis Ck 26.916 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Dead Load Total Load Left Cantilever... Dead Load Total Load -0.995 in -0.995 in Deflection 0.000 in 0.000 in 10.750 ft 10.750 ft ...Length/Defl 0.0 0.0 259.2 259.25 Right Cantilever... D.L. Defl ) ... Deflection 1.493 in ...Length/Defl 0.000 in 0.000 in Le Rb 0.000 ft 0.000 Max Moment 4.04 k -ft 0.00 k -ft 0.00 k ft @ Left Support 1.04 k 5.017 in2 207.00 psi 0.75 k 0.75 k Sxx CI 0.000 in 0.0 0.000 in 0.0 31.641 in3 Area 16.875 in2 0.000 Sxx Req'd 28.14 in3 0.00 in3 0.00 in3 Right Support 1.04 k 5.017 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 1,725.00 psi 1,725.00 psi 1,725.00 psi 0.803 in 0.803 in ( Rev. 580004 User. KW -0606898, Ver5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope: General Timber Beam Description West Tower Comm. EJ1 M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = © Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Job # Date: 7:50AM, 18 MAY 10 c4 Page 2 westtower. ecw: Calculations Shear 0.75 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS ff ��6��869 WOODLAWN��A�,pVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # PROJECT I/`-' lov-if �- Loin l ' I DATE 11 ") ' l 0 SUBJECT \o6' e SHEET C S OF BY OK- Q 31 (J z (lot2t) tY1 t- Paz N\\ ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # PROJECT L U Sr T DATE / 1- 7 1 0 SUBJECT f oU� Rj A` % S SHEET ` p OF BY 0)c -7 Lj 0 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Title : Dsgnr: Description : Scope : Job # Date: 7:47AM, 18 MAY 10 G7 Rev: 580004 User. KW-0606898, Ver5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 westtower. ecw.Calculations Description West Tower Comm. RB2 General Information Section Name 6.75x24 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 6.750 in 24.000 in GluLam 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 40.00 ft Lu 7.00ft Lu ft Lu 2,400.0 psi 240.0 psi 650.0 psi 1,700.0 ksi 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 822.00 Mt 822.00 #/ft #/ft LL LL LL #/ft #/ft #/ft Point Loads Dead Load Live Load ...distance 12,700.0 Ibs Ibs -7.000 ft 600.0 Ibs Ibs -4.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Span = 40.00ft, Left Cant= 7.00ft, Beam Width = 6.750in x Depth = 24.in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,099.98 psi Fb 2,348.88 psi 0.894 : 1 113.4 k -ft 126.8 k -ft 113.40 k -ft -111 A4 k -ft - 111.44 k -ft 0.00 k -ft 126.84 fv Fv at 23.474 ft at 0.000 ft 163.73 psi 276.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 26.5 k 44.7 k Left 19.23 k Right 13.65 k Camber: @ Left 0.592 in Center 3.218 in Right 0.000 in 38.28 k 13.65 k Max 38.28 k Max 13.65 k Center Span... Deflection ...Location ... Length/Defl Camber ( using 1.5 Center Left Right Dead Load Total Load Left Cantilever... Dead Load Tota Load -2.145 in 21.596 ft 223.7 * D.L. Deft) ... 3.218 in 0.592 in 0.000 in -2.145 in 21.596 ft 223.75 Deflection ... Length/Defl Right Cantilever... Deflection ...Length/Defl 0.395 in 0.395 in 425.5 425.5 0.000 in 0.000 in 0.0 0.0 Title : Dsgnr: Description : Scope : Job # Date: 7:47AM, 18 MAY 10 C Rev: 580004 User. KW- 0606898, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 westtower.ecw:Calculations Description West Tower Comm. RB2 Stress Calcs Bending Analysis Ck 20.128 Le 0.000 ft Cv 0.851 Rb 0.000 Center @ Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Max Moment 113.40 k -ft 111.44 k -ft 0.00 k ft Left Support 26.52 k 96.099 in2 276.00 psi Sxx 648.000 in3 Area 162.000 in2 CI 0.000 Sxx Req'd 579.33 in3 569.32 in3 0.00 in3 Right Support 18.17 k 65.817 in2 276.00 psi 38.28 k Bearing Length Req'd 13.65 k Bearing Length Req'd 3.112 in Allowable fb 2,348.88 psi 2,348.88 psi 2,348.88 psi 8.725 in Query Values M, V, & D @ Specified Locations Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -111.44k-ft 0.00k-ft -111.44k-ft Shear 19.23 k 0.00 k 19.23 k Deflection 0.0000 in 0.0000 in 0.0000 in ENW PROJECT: CLIENT : STRUCTLJR_AI. ENGINEERS JOB NO. : DATE: PAGE: DESIGN BY : REVIEW BY INPUT DATA Typical floor height Typical floor weight Number of floors Importance factor (ASCE 11.5.1) Building location Site class (A, B, C, D, E, F) The coefficient (ASCE Tab 12.8 -2) The coefficient(ASCE Tab. 12.2.1) h= wx = n= I= Zip Code et = R= 24 ft 1 k 1 1 (IBC Tab.1604.5) 98188 D (If no soil report, use D) 0.02 h„ = 24.0 ft W = 1 k 5.8 DESIGN SUMMARY Total base shear V = 0.17 W, (SD) = = 0.12 W, (ASD) = Seismic design category Latitude: 47.45 Longitude: - 122.279 Ss = 142.886 %g , Sms = 1.429 9 , Fa = 1.000 0.739 g , F = 1.511 0 k, (SD) 0 k, (ASD) D Si = 48.945 °fig , Smt = Sos = 0.953 g , SD1 = 0.493 g k = 1.00 , (ASCE 12.8.3, pg 130) X = 0.75 (ASCE Tab 12.8 -2) Ewxhk = 24 Ta = Ct (hax = 0.22 VERTICAL DISTRIBUTION OF LATERAL FORCES Sec, (ASCE 12.8.2.1) Level No. Level Floor to floor Name Height ft Height Weight hx wx ft k Wxhx k Lateral force W each level C"x Fx Vx O. M. k k k -ft Diaphragm force ZF1 EWI k k Fpx k 1 Roof 24.00 Ground 24.0 1 24 1.000 0.2 0.0 0.2 4 0.2 1 0 ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = 'Shaded cells Job number : Job name : SHEET C 1 b OF REV. 1: 4/6/07 REV. 2: 9/29/09 I PFV �HfHn SEISMIC IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Budding design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic-Force- Resisting System = Al Basic Seismic-Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Regular Structure 5 5 Stories? Special BWS Y Y 24.00 ft. 1.42 0 .49 16 D II 26.00 ft. reinforced concrete shear walls = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long -period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F ". 24.00 ft. 24.00 ft. NO Output Site Coefficient Fa = 1.000 Site Coefficient Fv = 1.510 Sms = 1.420 Sm1 = 0.740 Sds = 0.947 Sd1 = 0.493 Seismic Design Category (SDC) = D To = 0.104 Ts = 0.621 et = 0.02 Period = T = 0.217 Sa = 0.947 R= 5 Qo = 2 Cd = 5 IE= 1 Detailing Reference Section = 14.2 Cs calc. = Cs max. = Cs min. = Cs use = Vu design = V design = Ev = roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 W = Building weight (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 seconds - Section12.8.2.1 (Eq. 12.8 -7) Section 11.4.5 (Eq. 11.45)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Table 12.8 -1 Cu = 1.4 0.189 Section 12.8.1.1 (Eq. 12.8 -2) 0.454 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) 0.010 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) 0.189 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) 0.189 *W At strength level USD (Eq. 12.8 -1) 0.133 *W Working (0.7 *E ) ASD 0.189 *D = +/ -2 Sds D (Eq. 12.4.4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.189 Fpu min.= 0.189 Fpu max.= 0.379 Fpu design = 0.189 Fp design = 0.133 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) *wp (min. Section 12.10.1.1) *wp (max. Section 12.10.1.1) *wp USD *wp ASD (0.7*USD) 5/17/2010 EQ. ASCE7 -05Seismic ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Job number I Job name SHEET C I) OF Rev. 4 -16 -09 1 ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 = Table 13.6 -1 Category = Ip = Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Input ME -1) Air -side HVAC, fans, air handlers, air conditioning units, cabinet heat Mechanical and Electrical Components 1 1.0 Section 13.1.3 0.65 kips R input (R or G) 0.947 Automaticly Input from tab "IBC EQ." Output ap /Rp = 0.417 z/h = 1.0000 Fpu= 1.6 *Sds *Ip*Wp = 1.5152 Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.4735 Fpu= 0.3 *Sds *Ip*Wp = 0.2841 Equipment Lateral Load Anchorage force (WSD) Table 13.6 -1 at roof level *Wp Upper bound *Wp Calculated *Wp Lower bound Fpu design = 0.4735 'W (U.S.D.) Fp design = 0.3315 *W (A.S.D.) Working (0.7 factor ) Fp design = 0.215 kips See footnotes below NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenion load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) 5/17/2010 Elect Mech.Components ASCE7- 05Seismic Input = Job Number. Job Name: Location: ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest Inc.. Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS Component Definition: Table 13.6 -1 Category = Site Class (soil) = Ss= Ip = Equipment is mounted on Wind Speed = Exposure = Category = Is Otis a huricane prone region? Ka= Wind is The mechanical unit is MU Operating Weight = MU Height= MU Length= MU Width = Roof height above ground level = Building Width = Seismic Output = Sus' Sre= app = z/h = Fpu= 1.6•SD 1„1 /Vp = Fpm 0.41ap'Ses'Ip/Rp•(1 +2zfi)Wp= F= 0.3'Sselp1Wp = Wind Output Comparison: Fw design = Fp design = F design = z= 1= Ke= (K = (pb) por = (q.)ooune= = = (q.)J Cr= (q.)o.. CC = a= Area Factor = Frm= q.GGa, = For=•d= q.GGA= F= SHEET C 10F REV.1 12/2/09 REV.2 2/3/10 Seismic: ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7 -05 Section 6.5.15.1 & Figure 6-21 (rooftop equipment) ME -1) Air-side HVAC, fans, air handlers, alr conditioning unite, cabinet healers, alr distribution boxes and other nlTable 13.6 -1 Mechanical and Electrical Components D 1.42 1.0 Roof 85 mph B 0 NO 1.00 Normal to face Flexible 650 Ibs 3.00 ft. 6.00 ft. 4.00 ft 24.00 ft. 100.00 ft Section 13.1.3 TOP OF ROOF Table 1 -1 Table 6-1 Table 6-4 Not Dynamically Sensitive 1.00 Table 11.4 -1 1.420 Sins = FaSs Section 11.4.3 (Eq.1 .4-1) 0.947 Sds = 2/3Sms Section 11.4.4 (Eq. 1.4-3) 0.417 Table 13.6 -1 1.0000 at roof level 1.5152 1Np Upper bound (Eq.13.3 -2) 0.4735 'W, Calculated (Eq. 13.3-1) 0.2841 'Wp Lower bound (Eq. 13.3-3) GRADE NOTE Wind direction is into Page 244 ft 0.4735 1N [U.S.D.] 0.3315 •W [A.S.D.] Working (0.7 factor ) 215 Ibs ,4__-__Total Force [AS.D.] 25.50 ft (height at cenboid of MU) 1 Table 6.1 1.00 Sec. 6.5.7.2 (Eq. 6-3) 18.50 1<z Sec. 6.5.10 (Eq.6 -15) 0.70 Table 6-3 0.70 Table 6-3 12.96 pat Velocity pressure at height z above the ground 12.95 psf Velocity pressure at height h above the ground 1.439 Gust effect factor - Section 6.5.8 1.3 Net force coefficient from Fig. 6-21 24.24 psf ( Eq. 6-28 ) 24.22 psf ( Eq. 6-28 ) 18.0 sq.ft Projected area normal to the wind except where C1 is specified for the actual surface area. 1.9 Section 6.5.15.1 830 bs ( Eq. 6-28 ) 436 bs ( Eq. 6-28 ) 830 Ibs _Total Force [A.S.D.] Fwind > Fseismic -. Wind Governs Lateral Design WIND LOADS & REACTIONS Oft 830 Ibs [ASD] v aft 1.5 ft 4 �4 ft r C� IN/2 Pan ikon= 1.50 ft. (height of lateral bad) go = 0.00 In. (holddown clearance) = 4.00 ft (length of holddown) Mor = 1245 lb-ft [ASD] T = C = 311 Ibs [ASO] Tw, = T- 0.6(Por2) (ASD Combo: 0.6D+W) = 1161bs [ASD] Therefore, design for 116 lbs net uplift at each end of the unit SEISMIC UPLIFT @ EACH END OF UNIT = WIND UPLIFT @ EACH END OF UNIT p SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = MU Lateral - Basic WORKING [ASD] 0 the 116lbs 108 Ibs 415 Ibs ULTIMATE [USD] Olbe 206 Ibs 151 lbs 664 lbs 5/17/2010 ASCE7-05 MU Lateral June 11, 2010 • City of Tukwila Jim Haggerton, Mayor Department of (Community Development Jeremy Moeller PO Box 3205 Kirkland WA 98083 RE: Letter of Incomplete Application # 1 Mechanical Permit Application M10 -072 Westower Communications — 405 Evans Black Dr Dear Mr. Moeller, Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 9, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a "Revision Submittal Sheet" must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. if you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Enclosures File: M10 -072 rshall nician 4ad, W:\Permit Center\Incomplete Letters\2010\M10 -072 Incomplete Ltr #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: June 10, 2010 Project Name: Westower Communications Permit #: M10 -072 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide plans that are stamped by the registered design professional providing the plans. 2. Provide structural calculations with framing specifications for the mechanical unit on the roof, signed by the engineer. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. PLA • ING SLIP ACTIVITY NUMBER: M10 -072 DATE: 06 -25 -10 PROJECT NAME: WESTOWER COMMUNICATIONS SITE ADDRESS: 405 EVANS BLACK RD Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: A-tik, 1 -� -W Building Division MI AW\ A-tA)G Fire Prevention Public Works n Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06-29-10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -27 -10 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PE T ir PY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -072 DATE: 06 -09 -10 PROJECT NAME: WESTOWER COMMUNICATIONS SITE ADDRESS: 405 EVANS BLACK DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: }o B I g Ivlslon Public Works n Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete nIncomplete DUE DATE: 06 -10 -10 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 1.1 Fire ❑ Ping ❑ PW ❑ Staff Initials: c/ LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -08 -10 Approved Approved with Conditions ri Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: rl -1'j -1.0 Plan Check/Permit Number: M1 0-072 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Westower Communications Project Address: 405 Evans Black Dr Contact Person: Te eiJi..f , (il,'Qr Phone Number: 'ID5"' E32 i - 1213 3 Summary of Revision: k [CS 5Ll 6,1 x/151 neer - 61.kon Rr4' cool- pi An i s a 5, Imo •f +0 'f sc C cdc S tdkuri► a(so haft. c�� ( root- o1 et,v, 51-y um Z n tI rn ^6 C^� D (44:4) ,(� re,v 0 ( �� �' ti?ct (bo-f f I4 ) 2... cool- cc4(cs ciid far& 1 RECEIVED G%TY U6 TUKW 5 Sheet Number(s): PERMIT CENTER "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pf ter 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 C F M HEATING AND COOLING INC UBI No. 602361244 Phone 4258211293 Status Active Address Po Box 3205 License No. CFMHEHC969CD Suite /Apt. License Type Construction Contractor City Kirkland Effective Date 2/4/2004 State WA Expiration Date 2/4/2012 Zip 98083 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date CLANCY, SHAUN President 02/04/2004 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 DEVELOPERS SURETY & INDEM CO 798903C 02/04/2009 Until Cancelled $12,000.00 12/17/2008 1 RLI INS CO SRS1008639 02/04/2004 02/04/2009 03/12/2009 $12,000.0002/04 /2004 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 7 Continental Western Ins Co CNP2739229 02/04/2008 02/04/2011 $1,000,000.0001 /05/2010 6 OHIO CAS INS BKW53560669 02/04/2007 02/04/2008 $1,000,000.0002 /05/2007 5 OREGON AUTOMOBILE INSURANCE CO C01165399 02/04/2006 02/04/2007 $1,000,000.0002 /08/2006 4 NORTH PACIFIC INS CO C01917724 02/04/2006 02/04/2007 $1,000,000.00 01/27/2006 3 NORTHERN INS. CO. OF NEW YORK SCP42992611 02/04/2005 02/04/2006 $1,000,000.0001 /18/2005 2 NOERTHERN INS CO OF NY SCP42992611 02/04/2004 02/04/2005 $1,000,000.0002 /13/2004 1 NORTHERN INS CO OF NY SCPQ011622761 02/04/2004 02/04/2005 $1,000,000.0002 /04/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni /bbip/Print.aspx 07/15/2010 406 AS- 050510 ADJ ADJACENT I ADJUSTABLE LL TE BYI LANDLORD AT TENANT'S EXPENSE AFF ABOVE FINISH FLOOR LF LINEAL FOOT ALT ALTERNATE MAX MAXIMUM ALUM ALUMINUM MECH MECHANICAL APPROX APPROXIMATELY MFR MANUFACTURER @ AT MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BLKG BLOCKING MTD MOUNTED BIB BUILDING STANDARD MTL METAL CAB CABINET MW MICROWAVE OVEN CLR CLEAR/CLEARANCE N NORTH / NEW CLG CEILING N/A NOT APPLICABLE CL CENTERLINE NIC NOT IN CONTRACT COL COLUMN NO NUMBER COMM COMMUNICATION NOM NOMINAL COMP COMPOSITION NTS NOT TO SCALE CONST CONSTRUCTION OC ON CENTER CONT CONTINUOUS OPNO OPENING CPT CARPET OPP OPPOSITE CT CERAMIC /CONCRETE TILE ORIG ORIGINAL DIA DIAMETER PERM PERMANENT DIM DIMENSION PL PLATE DR DOOR PLAM PLASTIC LAMINATE DW DISHWASHER PLYWD PLYWOOD DWG DRAWING PR PAIR E EXISTING 1 EAST PTN PARTITION EA EACH R RADIUS I REMOVE IRELOCATE ELEC ELECTRIC RB RUBBER BASE ELEC'L ELECTRICAL REF REFRIGERATOR ELEV ELEVATION (VIEW) REINF REINFORCING EXIST EXISTING REQ'D REQUIRED EXT EXTERIOR REV REVISION I REVERSE FIN FINISH RM ROOM FLR FLOOR RO ROUGH OPENING FLUOR FLUORESCENT S SOUTH FMC FLOOR MATERIAL CHANGE SCHED SCHEDULE FR FIRE RATED SC SOLID CORE FT FEET SECT SECTION FURN FURNISH I FURNISHINGS SIM SIMILAR GA GAUGE SPEC SPECIFICATION GALV GALVANIZED SQ SQUARE GO GARBAGE DISPOSAL STD STANDARD GL GLASS /GLAZING STL STEEL GWB GYPSUM WALL BOARD STOR STORAGE HC HOLLOW CORE SUSP SUSPENDED HDW HARDWARE TEL TELEPHONE HM HOLLOW METAL TSG TEMPERED SAFETY GLASS HT HEIGHT TYP TYPICAL HVAC HEATING, VENTILATING, VCT VINYL COMPOSITION TILE AIR CONDITIONING VERT VERTICAL IN INCH W WEST INCL INCLUDE WI WITH INSUL INSULATION W10 WITHOUT INT INTERIOR WC WALLCOVERING WC WOOD EXISTING TO REMAIN ALTER EXISTING ' SCOPE OF WORK 406 E\/ANS D RIVE B U 406 EVANS BLACK TUKWILA, WASHINGTON B LACK I L D DRIVE - I N G 98188 E EXISTING (1) STORY BUILDING ~ - s-_, i cam- -r 1 NO CHANGE TO BUILDING AREA ► +� ElITEFeWD 00 � �I EVANS 1 ` 1 l / TENANT IMPROVEMENT TO PART OF THE FIRST FLOOR FOR OFFICE USE TO INCLUDE DEMOLITION OF PARTITIONS AND DOORS, AND CONSTRUCTION OF NEW PARTITIONS, DOORS, SUSPENDED CEILING GRID AND TILE, LIGHT FIXTURES AND EQUIPMENT, AREA OF SUITE: 3,655 SQ.FT, OCCUPANCY TYPE: CHANGE OF USE FROM M•MERCANTILE TO B•OFFICE I S2- WAREHOUSE CONSTRUCTION TYPE: V•B SPRINKLERED BUILDING CODES: 2006 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL FIRE CODE (IFC) 2006 UNIFORM PLUMBING CODE (UPC) 2006 INTERNATIONAL MECHANICAL CODE (IMC) 2008 NATIONAL ELECTRICAL CODE ICC /ANSI 117.1 • ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES WASHINGTON STATE ENERGY CODE (WSEC),WAC51.11 WASHINGTON INDOOR AIR QUALITY CODE ASSESSOR'S PARCEL #: 02231000338 LEGAL DESCRIPTION "-, i 1 I I z 5 • CHANGE OF USE: M TO B (OFFICE) IC E) 1S- 2(WAREHOUSE). I « G dill ." 1111 11 y_ 0 •i - -••� w 1 ., _._.- ;( ,' . EXIT _ : I _• EXIT - LONGEST COMMON PATH I I (� ( . t a . -. SITE- -^> III I OF TRAVEL: 291 -3i' AREA OF WORK BAKER BOULEVARD N.I.C. - I / f ( ( (� a , 11 II EXIT L : -_, 1- 0 A g CONDITIONED a Q 0 0 q d O O 11 1 x- OCCUPANT LOAD CALCULATION 1 i VICINITY MAP NOT TO SCALE . "' -? EXISTING WAREHOUSE N I • C o a • 6 cc I o z LI N 5 THAT PORTION OF TRACT 3 OF PLAT OF ANDOVER INDUSTRIAL PARK NO. 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 71 OF PLATS, PAGE 68 AND 69, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 3: THENCE SOUTH 01' 05' O6" WEST, ALONG THE EASTERLY LIMITS OF SAID TRACT 3, A DISTANCE OF 10.00 FEET; THENCE NORTH 88° 25' 27" WEST A DISTANCE OF 175,00 FEET TO THE NORTHWEST CORNER OF THAT CERTAIN TRACT OF LAND AS CONVEYED TO FRANK C. BUTY, ET AL., BY DEED RECORDED UNDER AUDITORS FILE NO, 7109070112AND THE TRUE POINT OF BEGINNING; THENCE SOUTH Oi° 05' 06" WEST A DISTANCE OF 200.00 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS CONVEYED TO HUGH S. FERGUSON AND HIS WIFE JANE A. FERGUSON, BY DEED RECORDED UNDER AUDITORS FILE NO. 8145317; , THENCE NORTH 88 " 25 27 WEST A DISTANCE OF 201,01 FEET TO THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS CONVEYED TO H. JAY GOULD AND HIS WIFE LEOTA GOULD, BY DEED RECORDED UNDER AUDITORS FILE NO. 6050292; THENCE NORTH 01° 05' 06" EAST A DISTANCE OF 200.00 FEET; THENCE SOUTH 88' 25' 27" EAST A DISTANCE OF 201.01 FEET TO THE TRUE POINT OF BEGINNING. PROJECT DIRECTORY t EVANS BLACK DRIVE '- --7.1111. .ANDSCAPING . EXISTING TOTAL SUITE SQUARE FOOTAGE: 3,655 (100) OFFICE OCCUPANCY LOAD FACTOR: 37 (500) WAREHOUSE OCCUPANCY LOAD FACTOR: 125 TOTAL: ' 62 OCCUPANTS (2) EXITS REQUIRED; (2) EXITS PROVIDED <O �- -" EXISTING EXISTING - PARKING PARKING • •-•• O --- EXISTING OFFICE WAREHOUSE BUILDING 111111111111111111111111 ® _ O D a t? li!l, FIRST FLOOR PLAN 0 PARKING _PARKING NORTH 2 ABBREVIATIONS 3 1 EXITING AND OCCUPANCY LOAD CALCULATION 1116 " =1'-0" NORTH 1 " =50' & 200' , SEISMIC BRACING CONTINUOUS CHANNEL, FASTENER O.C. OR % EXISTING SITE DATA TENANT SEISMIC BRACING PER 4IT1.1, STRUCTURE / (BEYOND) WESTOWER COMMUNICATIONS BUILDING REPRESENTATIVE CONTINUOUS 2•112' 26 GA. METAL METAL CLIP l'n ZONE: TUC TUKWILA URBAN CENTER USE: OFFICE WAREHOUSE PERMITTED PARKING REQUIRED (BEYOND) PER 4ITI•1. \ "NON- x1-1/4* TRACK WITH (2) #10 SCREWS AT 24" O.C. /* METAL STUDS STAGGERED @ 8' 4" O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12' -0 ", ATTACH TO STRUCTURE ABOVE W/ HILT: FASTENER MIN, CDA GROUP 9539 NE FIRST STREET BELLEVUE, WA 98004 CONTACT: CHUCK DOLAND TELEPHONE: 208.595 -3041 FAX: 425.4547408 EMAIL: csdoland@seanet,com CONTRACTOR OFFICE; 311000 =11 STALLS WAREHOUSE: 112000 7 STALLS REQUIRED ;18 STALLS TOTAL EXISTING: 38 STALLS BUILDING DATA r- 114 COMBUSTABLE WOOD FILLER UNDER MAIN RUNNERS 118" BLACK FOAM TAPE, HOLD POWER DRIVEN 314" LINE OF CEILING TILES AND GRID BEYOND (SEE REFLECTED CEILING PLAN, BACK 114" FROM EDGE OF TRACK .� (2) #10 SCREWS ,TOTAL . , , , 1 , , ' ° = ' , , ' , , > ,�_ (BOTH SIDES) CONTINUOUS CEILING GRID l CONTINUOUS 2.112" x 1- 114.25 GA. / SCHEDULED CEILING TILE & GRID / ' _. SYSTEM DO NOT CUTS • METAL TRACK WITH (2) #10 SCREWS AT 24* O,C, BLACK) SEPARATE FACILITIES REQUIRED ONE LAVATORY & ONE WATER CLOSET IS REQUIRED FOR EACH SEX, ONE HIGH -LOW DRINKING FOUNTAIN 13 REQUIRED. • CONTINUOUS 'L' METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) Marvin Ste . •. soc i ates LLC 1 planning design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 . w... ... -. SUNSET TUILDERS 3108 C STREET SE AUBURN, WA 98002 LIC,# SUNSE81140L5 DESIGNER REVEAL (PAINT OR MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) 518" FIRE RETARDANT PLYWOOD SEPARATE REQUIRED FOR Electrical f ttumbing �O `A°� Piping City of Tukwila L '4) "ti's DIVISION LINE OF CEILING TILES BEYOND (SEE REFLECTED CEILING PLAN) LINE OF CEILING GRID 8 MAX 8 MAX 8 MAX 8' MAX 8' MAX 8' MAX 2 MAX NOTES: 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FEET LONG, (PER TYPICAL PARTITION PLAN) 2. PROVIDE BRACING AT ANY PERMANENT PARTITION THAT IS NOT ATTACHED TO CEILING GRID. (SEE REFLECTED CEILING PLAN) i k�TO END OF WALL BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE • REFER TO DRAWING PLANS) ALTERNATE FOR BLOCKING: MIT BRACING AT WALL e I MARVIN STEIN AND ASSOCIATES, LLC 2221 FIFTH AVENUE SEATTLE, WASHINGTON 98121 CONTACT: GEORGE WASHINGTON 9812 LLOW PHONE: (206) 441-1449 ' 518" FIRE RETARDANT PLYWOOD BLOCKING AT WALL HUNG ITEMS LATERAL BRACING (STAGGERED) PER DETAIL ABOVE TOP OF WALL 20 "WIDE SHEET METAL AT +40" FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) (WHERE APPLICABLE • REFER TO DRAWING PLANS) ALTERNATE FOR BLOCKING: (TYP.) TEL WALL BRACING PLAN VIEW NTS AT +40" FROM FLOOR EUOFWOOD HEAD SECTION DRAWN BY: LW TOBOTTOMjNL BLOCKING, HEAD SECTION 4 PARTITION HEAD BRACING DETAIL NOT TO SCALE 5 EMAIL :g.g400dfeow @marvinsteln.com : SITE PLAN & SITE DATA CONTINUOUS 25 GA. METAL RUNNER CHANNEL, ANCHOR TO FLOOR AS REQUIRED WITH HILTI POWER DRIVEN FASTENER EM 314 MIN. EMB D E TAT 3/4" N I ` I 8 GWB PEX'EA H SIDE " �� Permit No. ti 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION MATERIALS & Plata review approval is subject PERFORMING ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE & NATIONAL BUILDING & FIRE CODES, Approval of construction 2, THE GENERAL CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS STATED & DEPICTED WITHIN THE f')6 v�tlotn of any adopted CONSTRUCTION DOCUMENTS FOR THIS PROJECT. `f ,�w,� {� approved +D11Y 3. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE & VERIFY ALL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS OR COMMENCING THE WORK, / By ®� to errors and omissions. does not authorize code or ordinance. Receipt .I owl. + ' I �� . F 1 edged �� (�� CHECKED BY: GG 518" TYPE 'X' EACH SIDE 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION MATERIALS & PERFORMING ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE & NATIONAL JOB NO.: 10017.000 51 ,TY C I AS SCHEDULED, 24 O.C. OR SIMILAR. NO. REVISIONS INDICATED THUS A DATE BY FLOORING AS SCHEDULED (BOTH SIDES OF PARTITION) BASE, (BOTH SIDES OF PARTITION. ( } EXISTING STRUCTURE PERMIT SET 05/18/10 LW BASE SECTION 25 GA. METAL RUNNER ANCHOR TO FLOOR AS GWB, MECHANICAL, PLUMBING, ELECTRICAL, & FIRE PROTECTION CODES. BASE, AS SCHEDULED. (BOTH SIDES OF PARTITION.) EXISTING STRUCTURE 2. M. P. & F,P. ALTERATIONS & CONSTRUCTION SHALL BE PROVIDED UNDER SEPARATE PERMITS. REQUIRED DESIGN DATA SHALL BE PROVIDED AS DIFFERED SUBMITTALS, �/ j / /�� /� (BELOW) ( ) BASE SECTION 3. THE GENERAL CONTRACTOR DUCTS, FIXTURES 314" MIN. EMBEDMENT AT 24" 7/ SIMILAR jj SHALL RECONFIGURE ALL EXISTING PIPES, CONDUITS & TO / / / /�/ NOTE: SEAL BOTTOM OF WALL TO FLOOR SLAB USING ACOUSTICAL CAULKING. CONTINUOUS BOTH SIDES. ACCOMMODATE ALTERED CONSTRUCTION. 4. THE GENERAL CONTRACTOR SHALL REBALANCE THE HVAC SYSTEM. 5. THE GENERAL CONTRACTOR SHALL CLEAN ALL DIFFUSERS & GRILLS. 6. THE GENERAL CONTRACTOR SHALL VERIFY & RELOCATE THERMOSTATS AS NECESSARY FOR ALTERED 4. ALL DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS & THESE DRAWINGS SHALL BE REPORTED TO MSA CD FOR CORRECTIVE ACTION PRIOR TO PROCEEDING WITH THE WORK, ...s- �- Date. 5, THE GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS (B /S) AS DEPICTED OR LISTED IN THE 6. THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BUILDING OWNERS APPROVALS UN�ESSNNOTED p �' �SION BUILDING DM OTHERWISE. 7. ALL WALLS, PARTITIONS & CEILINGS SHALL BE INDEPENDENTLY BRACED AND SUPPORTED TO RESIST SEISMIC FORCES, 8. THE GENERAL CONTRACTOR SHALL PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. 9. THE GENERAL CONTRACTOR SHALL ALIGN & FURR ALL INTERIOR PARTITIONS SO THAT FINISHES REMAIN FLUSH IN ROOMS & CORRIDORS REGARDLESS OF PARTITION WIDTHS. 10, PROVIDE LEVELING THROUGHOUT THE SPACE FOR PROPER INSTALLATION OF EQUIPMENT, PARTITIONS, DOORS, GLUE -DOWN CARPET, ETC. TOLERANCE OF 112" WITHIN TEN FEET IS ACCEPTABLE, 1 LTHE GENERAL CONTRACTOR SHALL REVIEW ALL REQUIRED SUBMITTALS & PRODUCT SAMPLES PRIOR TO SENDING {3) HARD COPIES TO MSA FOR REVIEW &COMMENT, 12.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS &METHODS REQUIRED TO EXECUTE THE SHEET INDEX �'� ������ •r�nP COMPLIANCE 1 � 13 �� • (� Rey Of Tu , 1-11,l fkI DivisioN -•�.�._, FOR zo o („e�;( 2.112" x 25 GA, METAL STUD AT 24" 0 C 518" TYPE'X' GWB EACH SIDE. CONSTRUCTION. 2.112" x 25 GA, METAL STUD AT 24 O.C. 7. THE GENERAL CONTRACTOR SHALL ADJUST EXISTING SPRINKLER HEADS TO ACCOMMODATE ALTERED PLAN VIEW 518" TYPE 7( GWB EACH SIDE. CONSTR ON. ��� j PLAN VI EW 8. CONSTRUCTION WORK SHALL BE CONFINED TO THE BUILDING INTERIOR &SHALL NOT CREATE DUST, DIRT OR SUCH INCONVENIENCES TO OTHER TENANTS WITHIN THE BUILDING, 9. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE TENANTS OF THE BUILDING, �--��- 6 STANDARD TENANT PARTITION 1- 1/2 " =1' -0" 7 EXTENDED PARTITION 1.1,2 " =1' -0" 10.CONSTICALON OPERATIONS TIONSNOTINVOLVEUNAUTHORIZEDDISRUPTIONOFHVAC ,PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS TO OTHER TENANT SPACES OR COMMON AREAS OF THE BUILDING, �..- TENANT: WESTOWER C 0 M M U N I CAT I O N S -*-� 11,THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY. 12.NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL. 13.THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY NON - AUTHORIZED PERSONNEL & AS REQUIRED BY O.S,H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS, 14,N.F.P,A.1 I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL F1RE MARSHAL. 15.PROVIDE PORTABLE FIRE EXTINGUISHERS, HORNS, STROBES, ILLUMINATED EXIT SIGNS & RECONFIGURED SPRINKLER HEADS ETC, PER THE INTERNATONAL FIRE CODE (I.F.C,) OR THE LOCAL FIRE DEPARTMENTS REQUIREMENTS. SPACE AROUND PIPES DUCTS ETC, PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED %." & SHALL BE PACKED SOLID WITH MINERAL WOOL OR APPROVED FIRE SAFING MATERIAL & SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY LOCAL CODES. 17,THE GENERAL CONTRACTOR SHALL REPLACE THE INTEGRITY OF RATED PARTITIONS COLUMNS & BEAM FIREPROOFING IF DAMAGED IN ACCORDANCE WITH LOCAL CODES. - - 1 •• r;_^ + + + + il'- + + + + � - fir,_, .. : II WORK, THE CONSTRUCTION DOCUMENTS DO NOT INCLUDE PROVISIONS FOR BUILDING POLICIES IN REGARDS TO ACCEPTABLE HOURS OF WORK, SAFETY, NOISE, CONSTRUCTION ACTIVITIES OR CONDUCT OF PERSONNEL. 11-1 COVER SHEET & DETAILS REGULATIONS GOVERNING THESE ITEMS ARE TO BE SPECIFIED BY THE GOVERNING AGENCIES & BY THE BUILDING OWNER OR THE BUILDING OWNER'S AUTHORIZED REPRESENTATIVE. TI.2 DEMOLITION & CONSTRUCTION PLAN 13, 00 NOT SCALE DRAWINGS. TI-3 REFLECTED CEILING PLAN RECEIVED ED 14. NO ALTERATION TO EXISTING STRUCTURAL ELEMENTS IS PERMITTED UNLESS SPECIFICALLY DEPICTED TI-4 ELEC./COMMUNICATIONS PLAN WITHIN THE APPROVED CONSTRUCTION DRAWINGS. S-1 PARTIAL ROOF FRAMING PLAN JUN 0 9 2010 15. THE GENERAL CONTRACTOR SHALL COORDINATE THE ACTIVITIES .OF SUBCONTRACTORS, TRADES16.THE DELIVERIES, & STAGING OF MATERIALS ON SITE. PRMJTC 1��99 REVISIONS No changes shall be made to the scope of work without ---- _ _ -. __ -____ _______ 2 1/2" X 25 GA, STL. STUDS 'X', �J/ 518" GWB, TYPE TYP. ji> STEEL TUBE BRACING SEE ISOMETRIC BELOW SHEET TITLE: COVE R S H E ET & DETAIL S "x3)16^ 8^ X 3112" X z 114 METAL'L' EACH SIDE SECURED TO STEEL TUBE & ANCHORED To FLOORAS REQUIRED pror approval of NOTE. Revisons will reuire s and fn Ubnllital ay lnciude additioal plan review fees. STEEL TUBE SUPPORT TO BE MAX. HEIGHT FOR PARTITION ISOMETRIC REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS&A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT T1.1 8 1 PARTIAL HEIGHT PARTITION NA 9 1 NOT USED NA 10 1 HVAC & LIFE SAFETY NOTES NA 11 I GENERAL NOTES NA BY MS&A 2010. OF 4 ABBREVIATIONS AC AD AFC AFF AHU AL BDD BFC BHP BI BOD BTU BTUH CFM co CV CW CRD DIA DIM DMPR DN DP DWG EX EAT EF EFF EG ELEC FG FD F FPM FSK FT GR HP HR HPID HPOD HTG HVAC HW ID IN INFO INSUL JAN KW KWH LA T LVG MA MBH MAT MAX MECH MIN MISC NA NTS OSA OAT OD OPP OV PD PERF PF PH QTY RA REQD RET RGM SA SCHED SD SF SFD S.I.O SHT SP SPEC SR SS STAT TEMP TK TEMP THRU TSTAT TYP AIR CONDITIONING ACCESS DOOR ABOVE FINISHED CEILING ABOVE FINISHED FLOOR AIR HANDUNG UNIT ALUMINIUM BACK DRAFT DAMPER. BELOW FINISHED CEILING BRAKE HORSE POWER BACKWARD INCLINED BOTTOM OF DUCT BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR CUBIC FEET PER MINUTE CLEAN OUT CONSTANT VOLUME COLD WATER CEIUNG RADIATION DAMPER DIAMETER DIMENSION DAMPER DOWN DIFFERENTIAL PRESSURE DRAWING EXISTING ENTERING AIR TEMPERATURE EXHAUST FAN EFFICIENT, EFFICIENCY EXHAUST GRILLE ELECTRICAL FLOOR GRILL FIRE DAMPER FURNACE FEET PER MINUTE FOIL SKRIM KRAFT LINER (SPUNSTRAND) FEET, FOOT GAS GRILLE HORSE POWER HOUR HEAT PUMP INDOOR UNIT HEAT PUMP OUTDOOR UNIT HEATING HEATING, VENTIALTION AND AIR CONDTIONING HOT WATER INSIDE DIMENSION INCH, INCHES INFORMATION INSULATE, INSULATION JANITOR KILOWATT KILOWATT HOUR LEAVING AIR TEMPERATURE LINEAL FEET LEAVING MIXED. AIR THOUSAND BRITISH THERMAL UNITS PER HOUR MIXED AIR TEMPERATURE MAXIMUM MECHANICAL MINIMUM, MINUTE MISCELLANEOUS NORTH NOT APPLICABLE NOT TO SCALE OUTSIDE AIR OUTSIDE AIR TEMPERATURE OUTSIDE DIMENSION OPPOSITE OUTLET VELOCITY PRESSURE DROP PERFORATED PRE FILTER PHASE QUANTITY RETURN AIR REQUIRED RETURN REVOLUTIONS PER MINUTE RETURN GRILLE SUPPLY AIR SCHEDULE SMOKE DETECTOR SUPPLY FAN SMOKE /FIRE DAMPER SUPPLIED & INSTALLED BY OWNER/ (OTHER) SHEET STATIC PRESSURE SPECIFICATION SUPPLY REGISTER STAINLESS STEEL THERMOSTAT TEMPERATURE TOE KICK TEMPORARY THROUGH THERMOSTAT TYPICAL UL UNDERWRITER'S LABORITORY UV UNIT VENTILATOR V VAC VDC VD VAC VAV VEL VOL W/ WB WC VOLT VOLTS AC VOLTS DC VOLUME DAMPER VACCUUM VARIABLE AIR VOLUME VELOCITY VOLUME WITH WITHOUT WET BULB WATER CLOSET MECHANICAL SPECIFICATION GENERAL SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW OFFSETS WHICH MAY BE REQUIRED. SITE EXAMINATION THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ARL, ASME, ASTM, UL, NEMA, ANSO, SMACNA, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS /SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO THE OWNER. PERMITS AND FEES . THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL WORK. WARRANTY THE MECHANICAL CONTRACTOR SHALL UNCONDITIONIALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER, AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND SHALL RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. DUCTWORK AND ACCESSORIES SHEET METAL DUCTWORK ALL DUCTWORK TO BE RIGID SHEET METAL CONSTRUCTED FROM GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS. ALL EXPOSED DUCTWORK TO BE ROUND, SPIRAL, LOCK SEAM TYPE. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AIR TIGHT (8% LEAKAGE) AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS CAPABLE OF PERFORMING EACH INDICATED SERVICE. FURNISH ALL DAMPERS, TRANSITIONS, CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM. NO VARIATION OF DUCT CONFIGURATION; OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION FROM THE ENGINEER. DUCT SEALANT SEAL ALL LONGITUDINAL. AND TRANSVERSE JOINTS WITH A NON- HARDENING, NON -- MIGRATING MASTIC OR LIQUID ELASTIC SEALANT OF A TYPE RECOMMENDED BY THE MANUFACTURER FOR SEALING JOINTS AND SEAMS IN SHEET METAL DUCTWORK. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN -IN FITTINGS, AND FASTENING SCREWS WITH MASTIC. SUPPORTS: PROVIDE HOT- DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. DAMPERS PROVIDE OPPOSED- BLADE, MULTI -LEAF VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN, AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS. PROVIED UL LISTED FIRE DAMPERS WHERE REQUIRED AND IN ACCORDANCE WITH NFPA AND LOCAL CODES. PROVIDE CONVEINIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS. GRILLES, REGISTERS & DIFFUSERS GRILLES, REGISTERS, AND DIFFUSERS SHALL BE INSTALED AS INDICATED ON THE DRAWINGS AND SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF CEILING AND WALLS USED IN THIS PROJECT. THERMAL INSULATION PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL ENERGY CODE REQUIREMENTS. PROVIDE INSULATION ON • EXHAUST AND OUTSIDE AIR DUCTS, AND ON CONCEALED PORTIONS OF SUPPLY AND RETURN AIR DUCTS. DO NOT INSULATE EXPOSED DUCTWORK AND PORTIONS OF DUCTWORK THAT ARE INTERNALLY LINED. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME SPREAD OF 25 OR LESS, AND SMOKE DEVELOPED NO GREATER THAN 50. ACCOUSTICAL DUCT UNER: UNLESS OTHERWISE INDICATED ON THE PLANS, PROVIDE 1" GLASS FIBER ACCOUSTICAL DUCT UNER ON SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET OF THE DISCHARGE AND INTAKE OF AIR HANDUNG UNITS. INCREASE DUCT SIZE INDICATED ON PLANS 2" IN EACH DIMENSION TO ACCOMODATE LINER. TESTING, ADJUSTING, BALANCING MECHANICAL CONTRACTOR OR AN INDEPENDENT NEBB OR AABE CERTIFIED AIR BALANCE CONTRACTOR SHALL ACCURATELY BALANCE THE AIR SYSTEMS TO PROVIDE AIR QUANTITIED INDICATED ON THE DRAWINGS AND IN THIS SPECIFICATION. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS DURING BALANCING. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR APPROVAL. INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. WSEC NOTES THERMOSTATS SHALL BE INTERLOCKED TO PREVENT SIMULTANEOUS HEATING AND COOLING PER WSEC 1422. ECONOMIZERS SHALL MODULATE OUTSIDE AIR FROM MINIMUM TO 100% PER WSEC 1413.1 ECONOMIZER CONTROLS SHALL BE CAPABLE OF EVALUATING OUTDOOR AIR COOLING CAPACITY PER WSEC 1413.2 GENERAL CONTRACTOR TO PROVIDE ACCESS TO FIRE AND /OR COMBINATION FIRE /SMOKE DAMPERS. INSULATE REFRIGERANT PIPING PER WSEC, TABLE 14-6. SEAL DUCTWORK PER WSEC 1414.1 INSULATE DUCTWORK PER WSEC TABLE 14 -5. PACKAGE ROOFTOP AC UNIT SCHEDULE MARK MAKE MODEL CFM SP. COOLING HEATING ELECTRICAL WEIGHT ECONOMIZER SOUND TOTAL SENS (S)EER INPUT OUTPUT 0 AFUE% DATA FUSE M.C.A. AC -1 YORK ZJO60 2000 .50" 60.0 48.0 13.00 80.0 64,0 80,0 460 -3 -60 15 12.5 640 LBS. YES 71.8 dBA REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 2010 City of Tukwila BUILDING OIVISIfM DRAWING SYMBOLS North NORTH ARROW SECTION IDENTIFICATION SHEET IDENTIFICATION COLUMN GRID SYMBOLS 0 GENERAL MECHANICAL NOTES NUMBER IDENTIFICATION FLAG MECHANICAL NOTES NUMBER IDENTIFICATION MECHANICAL LEGEND SYMBOL DESCRIPTION FORMAl10pUGHT QNErOUND NEW WORK (HEAVY UNE) 4RLDEVI MATEDQUIPMENT ITEM / / / / /// )1::)(111t1 SELECTIVME YTDEMOUSHEDORK eis> POINT OF NEW CONNECTION 1 EQP -1 I-" EXHAAI -ST FANMSH01► GNATiON OE ROOM/ZONE THERMOSTAT (.-12X8 2NDTANEFI2UFs'IDE NOTESHOIRIt , I I 1 T -4- rNv SFD FD �ICRD TERMINALS: TYP 2 RL RS FLEXIBLE CONNECTION VOLUME DAMPER 45' TAKE -OFF 45' TAPERNGULAR TAKE -OFF WITH FLEXIBLE DUCT MOTORIZED DAMPER COMBINATION SMOKE /FIRE DAMPER FIRE DAMPER CEILING DIFFUSER OR GRILLE RADIATION DAMPER gCglUNEG DIFFUSER, TYPE 1 BA�LANNCE K TO 350 CFM RETURN GRILLE, TYPE 1 BAANCE % 350 CFM TRANSFER GRILL, TYPE 1 24x12 NECK BALANCE TO 350 CFM TYPICAL OF 2 CEILING DIFFUSER CEILING RETURN GRILLE CEIUNG EXHAUST GRILLE REFRIGERANT LIQUID LINE REFRIGERANT SUCTION LINE CONDENSATE PIPING SHEET INDEX M0.1 MECHANICAL SCHEDULES M1.0 HVAC FLOOR PLAN M2.0 HVAC ROOF GAS PIPING PLAN M RECEIVED JUN 09 2010 PERMIT CENTER SET DATE: 06 -02 -10 1 REVISION m H 0 O Z C;" 2 zz z Z O F- 0 � p CO pUrn U cc W 0 w Lo LL grr ■ w H HVAC SCHEDULES Z Z 2 8 J LL 0 U °6 0 z F- 0 N * m E z8 • 8 W O) '- Q Q NYd CO) N Z Y U tn°5 SHEET NUMBER M 0 . 1 CONTRACTOR'S LICENSE CFMHEHC969CD EXISTING HVAC IN THIS AREA EXISTING TO REMAIN NEW CONSTRUCTION D1 E HVAC FLOOR PLAN SCALE:1 /8 " =1 '0" M to -072 REVIEWED FOR CODE COMPLIANCE APPRMED JUL 13 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 09 2010 PERMIT CENTEF SET DATE: 00 -02 -10 1 REVISION %' m w 0 O z 15 r • w J n. 0 0 J LL U I z z 2 0 �U U °6 z w 0 0 zo s co LLI Q Q O ❑ 17 U ''Y�Ua SHEET NUMBER M1.O CONTRACTORS LICENSE CFMHEHC969CD E ED C5D 2 I :: :: t d. I io I in in X X Mid (0r• a 0 II w 1:J% I 1 2co co I 1 0 0 N N 18' -O" `� 18' -0" `� 22' -4" 22' -4" �� 22' -4" 22' -4" 21254" PARTIAL FRAMING PLAN Q =19-0- U D NEW MECH. UNIT LAG SCREW PER SECTION B 1 NEW 2x12 BLKG. EXIST. 2x12 C� 24 "oc SIMPSON A35 EA. SIDE EA. END [FLASHING PER ARCH SECTION A -1 NEW MECH. UNIT 1" LAG SCREW CORNER & R 18 "oc ALL AROUND 3 to = 1' -0" REVIEWED FOR CODE ��COMPLIANCE JUL 1 3 2010 City of Tukwila BUILDING DIV14IflM -�— EXIST. 2x12 ® 24 "oc RECEIVED JUN 252010 PERMIT CENTER FLASHING PER ARCH SECTION B -1 3" - 11 -0" 4 — 406 EVANS BLACK DRIVE BUILDING 406 EVANS BLACK DRIVE TUKWILA, WASHINGTON 98188 Marvin Ste � :� 'bsociates, LLC planning design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: CHECKED BY: JOB NO.: 10- 000037 NO. REVISIONS INDICATED THUS 0 DATE BY 05 -17 -10 TENANT: WESTOWER COMMUNICATIONS TUKWILA, WA. SHEET TITLE: PARTIAL ROOF FRAMING PLAN INCOMPLETE LTR# MP Mao —o72 REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2010. S1 OF 1 125.-4" 18' -0" 1 18' -0" I I 22' -4" 2 22' -4" 2 22' -4" 2 22' -4" 0 O � 1 i t 0 r 1 11 1 11 0 0 N N N N CIV d p I NEW MECH UNIT I :: . .m. . y,� C to I 0 0 0 CV x X B -1 (E) 2x12 ® 24 "oc •ACV X N 2 v v s N PARTIAL FRAMING PLAN Q =19-0- U D NEW MECH. UNIT LAG SCREW PER SECTION B 1 NEW 2x12 BLKG. EXIST. 2x12 C� 24 "oc SIMPSON A35 EA. SIDE EA. END [FLASHING PER ARCH SECTION A -1 NEW MECH. UNIT 1" LAG SCREW CORNER & R 18 "oc ALL AROUND 3 to = 1' -0" REVIEWED FOR CODE ��COMPLIANCE JUL 1 3 2010 City of Tukwila BUILDING DIV14IflM -�— EXIST. 2x12 ® 24 "oc RECEIVED JUN 252010 PERMIT CENTER FLASHING PER ARCH SECTION B -1 3" - 11 -0" 4 — 406 EVANS BLACK DRIVE BUILDING 406 EVANS BLACK DRIVE TUKWILA, WASHINGTON 98188 Marvin Ste � :� 'bsociates, LLC planning design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: CHECKED BY: JOB NO.: 10- 000037 NO. REVISIONS INDICATED THUS 0 DATE BY 05 -17 -10 TENANT: WESTOWER COMMUNICATIONS TUKWILA, WA. SHEET TITLE: PARTIAL ROOF FRAMING PLAN INCOMPLETE LTR# MP Mao —o72 REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2010. S1 OF 1