Loading...
HomeMy WebLinkAboutPermit M12-186 - INTEGRA TELECOMINTEGRA TELECOM 13075 GATEWAY DR M12 -186 wq City o Tukwila sy - Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0004800010 Address: 13075 GATEWAY DR TUKW Project Name: INTEGRA TELECOM MECHANICAL PERMIT Permit Number: M12 -186 Issue Date: 12/18/2012 Permit Expires On: 06/16/2013 Owner: Name: GATEWAY BLDG 10 LLC Address: C/O COAST REAL ESTATE SVCS , 2829 RUCKER AVE STE 100 98201 Contact Person: Name: DYLAN BYERS Address: 835 N CENTRAL AV , KENT WA 98032 Email: DBYERS ACCOES.COM Contractor: Name: ACCO ENGINEERED SYSTEMS INC Address: 6265 SAN FERNANDO RD , GLENDALE CA 91201 Contractor License No: ACCOESI971DU Phone: 253 - 854 -8444 Phone: (818)244 -6571 Expiration Date: 10/13/2013 DESCRIPTION OF WORK: INSTALL ONE (1) 5TON ROOFTOP AC UNIT WITH CORRESPONDING DUCT WORK AND THERMOSTAT. Value of Mechanical: $34,969.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $612.31 International Mechanical Code Edition: 2009 ot( / Date:4 ( .ffz— I hereby certify that I have read and examined '' s 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 the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: //? Print Name: �A� ,4/,77,9k) Date: /Z/4/2' 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 M12 -186 Printed: 12 -18 -2012 • •' PERMIT CONDITIONS Permit No. M12-186 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: 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. 6: 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. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tulcwila Building Department (206- 431- 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2328) 14: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 15: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 16: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 17: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. doc: IMC -4/10 M12 -186 Printed: 12 -18 -2012 20: Contact The Tukwila Fire Previn Bureau to witness all required inspectioniii tests. (City Ordinances #2327 and #2328) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M12-186 Printed: 12 -18 -2012 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Mechanical Permit No. 01 I a- l? Project No. Date Application Accepted: /1 OW/ // Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION King Co Assessor's Tax No.: 004800010 Site Address: 13075 GATEWAY DR. Suite Number: Floor: 1 New Tenant: ❑ Yes ®..No Tenant Name: INTEGRA TELECOM PROPERTY OWNER Name: DYLAN BYERS Name: INTEGRA TELECOM City: KENT State: WA Zip: 98032 Address: 13075 GATEWAY DR. Email: dbyers @accoes.com City: TUKWILA State: WA . Zip: 98168 CONTACT PERSON — person receiving all project communication Name: DYLAN BYERS Address: 835 N. CENTRAL AVE City: KENT State: WA Zip: 98032 Phone: (253) 854 -8444 Fax: Email: dbyers @accoes.com MECHANICAL CONTRACTOR INFORMATION Company Name: ACCO ENGINEERED SYSTEMS Address: 835 N. CENTRAL AVE City: KENT State: WA Zip: 98032 Phone: (253) 854 -8444 Fax: Contr Reg No.: ACCOESI971DU Exp Date: 10/17/2013 Tukwila Business License No.: 02-1602 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Install one (1) 5Ton Rooftop AC Unit with corresponding duct work and thermostat. 34,969 Use: Residential: New ❑ Replacement ❑ Commercial: New ® Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: H:\ApplicationsWotms- Applications On Line \201 I Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 oft 1 • • • Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu 2 Furnace >100k btu Floor furnace Suspended /wall /tloor mounted heater Appliance vent Repair or addition to heat/refrig /cooling system Air handling unit <10,000 cfm 1 Unit Type Qty Air handling unit 2 >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 2 Diffuser Thermostat Wood /gas stove Emergency generator Other mechanical equipment Boiler /Compressor Qty 0 -3 hp /100,000 btu 3 -15 hp /500,000 btu 15 -30 hp /1,000,000 btu 30 -50 hp /1,750,000 btu 50+ hp /1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY T WS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN OWNER 0 U 0 : ZED AGENT: Signature: Date: `� Z'7-- ION'_ Print Name: Dylan : rs Day Telephone: (253) 344 -7336 Mailing Address: 835 N. Central Ave Suite 132 H:\Apphcations \Forms - Applications On Line \20I I Applications\Mechanical Permit Application Revised 8 -9 -1 I.docx Revised: August 201 I bh Kent WA 98032 City 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.gov Parcel No.: 0004800010 Address: 13075 GATEWAY DR TUKW Suite No: Applicant: INTEGRA TELECOM RECEIPT Permit Number: M12 -186 Status: APPROVED Applied Date: 11/27/2012 Issue Date: Receipt No.: R12 -03343 Initials: TLS User ID: 1670 Payment Amount: $489.85 Payment Date: 12/18/2012 03:05 PM Balance: $0.00 Payee: ACCO ENGINEERED SYSTEMS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 007037 489.85 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 489.85 Total: $489.85 doc: Receiot -06 Printed: 12 -18 -2012 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.Tulcwila WA . gov Parcel No.: 0004800010 Address: 13075 GATEWAY DR TUKW Suite No: Applicant: INTEGRA TELECOM RECEIPT Permit Number: M12 -186 Status: PENDING Applied Date: 11/27/2012 Issue Date: Receipt No.: R12 -03190 Initials: LAW User ID: 1632 Payment Amount: $122.46 Payment Date: 11/27/2012 11:12 AM Balance: $489.85 Payee: ACCO ENGINEERED SYSTEMS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 007029 122.46 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 122.46 Total: $122.46 rinr. RPraini -(1R PrintMri• 11 -77 -7017 INSPECTION RECORD Retain a. copy with permit INSPECTION NO. K`- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v. (206) 431 -3670_ Permit Inspection Request Line (206) 431 -2451 l" tZ i -v.:: Project: t.t�ll"*.oQ A `('r LE Cev \ Type of Inspection: - k-t IQ A .tom Adddress: r .i 301'S (n {r l 4.) Pal �Q Date Called: Special Instructions: Date Wanted:. . — 1, .:5 , -. I t �."'= Requester: Phone No: Approved per applicable codes. Corrections required prior to approval :, COMMENTS: n��,- (`Ve14A \a✓ '_ 1 F; r`M Inspectof: Date: 13 —`,i -Z IpEINSPECTION FEE REQUIrtED. Prior to next inspection.. fee .must-be aiJd at 6300 Southcenter Bt d., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. -PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188, (206) .431 -3670. Permit Inspection Request Line (206) 431 -2451 Project: _ DJTEGR A -1--C LEO O W Type of Inspection: (iT• J A ... Address: 136 - Wit,; g Wei 4 De Date Called: Special Instructions: Date Wanted:. Vim: m. Requester: - Phone No: clo(— OLI 3 -c. ElApproved per applicable codes. Corrections required.prior to approval. COMMENTS: 9M 1 A-- i (n h - Pot-. p ✓a.1P_� 31 tA0 ms`s Ntty 1.--,t&A1.J 4 btlIPA ��r '-c dot 1\. e•to�aIca1 —t re D ,- rt ust•kA1/4.) - r ce- <M014.-e ! c Pay ∎ b bDJe:� q"--- nspector: YI uMna_. ) 1EINSPECTION :EE�D. Prior to next inspection;: fee must be '-..- paid at 6300 Southcenter Blvd.. Suite 100. Callao schedule - reinspection. . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 s` tr- Mt2-1 , Project: L A` e [ -Lehi Type of Inspection: - IL .co�fir oV r Address: Date Called: -- ,rJh -L ,Me c A_ Special Instructions: /7u, L0:1 to l'/?__t_ 6 ' L ,? A Date Wantecl: r ,- (3 a".m. (p' Requester: F &I ✓I ( — Pri e, :jet /a f?_i?(t,` eJj 7 .4 _<r Phone Noe . -3 1 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - 0 (U1 (,,n 4' s d K-e w: (LI p -�r 0 ; -AFL, r/1464 ,r� , D''C...l \e `,' /� - S l_ 1 ( ? ,a AAfpl../ /l �n I f v-m- 1 A 2 ) �.i ! �-�'� s r e lkft�'`. d / F.-= re 6e it--7 ,t -'./LT t --o r A 141:M r F &I ✓I ( — Pri e, :jet /a f?_i?(t,` eJj 7 .4 _<r . ---,'_ IAg.C44774- hC iAvd - k S 13-I ( kin .:,o ,d ces .,ave Inpector: _0().,\34„) 1 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date — (3 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: I J-k, Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: /4ecI, r-jhci I Pre -Fire: Address: )3o1.)- Suite #: / 3 0 6-6% wG / Dv. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: P-.0-1 ■ oK Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A--v.,‘ 5) I Date: 3- f '3- 1 3 Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 *0'94 Structural Ca Iculations For Integra Telecom 130-15 Gateway Drive S. Tukwila, W4 98188 RECEIVED CITY OF TUKWILA NOV 2 7 2012 PERMIT CENTER (11.2.,- 1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION 11/01/2012 muss: 12/09/2014 Prepared For: ACCO Engineered Systems By: D.S. Engineering (Job: 12 -260) 3121 141th Place SE Mill Creek, WA 98012 T: 425.338.411 C: 425.110.3330 NOTES; carana TO lExsr EASi1 6147606 OXYCotATE BEAM SWING MTN 1COW4CK w1 aw.s. 2. i1 NOIO■IES IPPTC NATE 1KOWOCA UW 54E MO =ATM. SEE 1(1)WIC L Ow1a7$ F W CFC LOCATIONS C • .. J [01is 7+1. KATE 1[Ow�CAl. IM. ALSO PROW( MAW N6RS1OI 60UTC BE7MCEN APP0 T PARTIAL ROOF PLAN me vie= f'-ow mamas: 12/09/2014 1/3 x (E) PLYWOOD —\ ROOF SHT'G f 0 \\ 1 IX W Y AT LONGER BAY: \ / 1 (I)- 1L5TA9' 9 4' FROM EACH CORNER 1 1 / AND (I)- 'LTP4' 6 MIDDLE (E) DOUBLE (TOTAL (4)- L5TA9' 4 (4)- 'LTP4' STUN 2x6 W% F26 -2 /\ I (E) CURBS 4 (E) STRUCTURAL MEMBER) AT LONGER BAY: (I) -•10 HEX -HEAD SELF DRILLING SCREW • 4' FROM EACH CORNER (TOTAL (8) -"10 BIM UNIT 4 ADAPTER CURB) AT LONGER BAY: (I) -"8 WOOD SCREW B 4' FROM EACH CORNER AND (1) -08 MIDDLE (TOTAL (12) -"8 WOOD SCREWS STUN CUR55) / \ 1 (E) 634x311/2 / \ I (SEE PLAN) / \I SECTION SCALE: I' • l'-0' EXPIRES: 12/09/2014 PROJECT: 13035 Gateway Dr. 5. Tukwila, WA 98188 D.S. Engineering 3121 141TH PLACE S.E. MILL CREEK, WA 98012 T:425338.4116 (E) PLYWOOD —\ ROOF 51 -IT'G NEW AC-1 .A in x n w a I II (E) SUB PURLIN II 24' O.G. it (E) PURLIN �II II * 8' -0' O.G. 11 AT SNORTER BAY: (1) -•10 I4EX -1-1EAD SELF DRILLING SCREW 4' FROM EACH CORNER (TOTAL (8) -490 BTWN UNIT 4 ADAPTER CURB) AT SNORTER BAY: (1) -•8 WOOD SCREW * 4' FROM EACH CORNER AND (1) -4'8 m MIDDLE (TOTAL (12) -1'8 WOOD SCREWS BTWN CURBS) ADD 2x10 DF •2 W/ I0d +• 6' O.C. (STAGG) AT SNORTER BAY: (I)- LTP4' * MIDDLE (TOTAL (4)- 1-STAS' 4 (4)- 'LTP4' BTWN (E) CURBS 4 (E) STRUCTURAL MEMBER) SECTION SCALE: 1'. umm: 12/09/2014 PROJECT: 13015 Gateway Dr. 5. Tukwila, WA SSISS D.S. Engineering 3121 141TN PLACE S.E. MILL CREEK, WA 98012 7:425338.4116 O- =4 S • 1• '11 � ► I 2' 1 11 O` 03$1 $ 3/1•..37 In. ae I CO) u6 C3 is NOTES: •m , 4AF • .: NM AIN • ■ • S +a► dab C)1zTu3 cao; A.1 • -1 e 3/4.47 C1 1 3/1.1371 n' al • • 4.37 I/r au 34. t IAA II a (i fr) a I�Vc% 7/ C l oo-r) cg 144- —mot RTuI COn1RAtt• 70 ATM WS*OG Oo0AS04 wo COCr1aA1t 6[w SP+CMC NMI lst 4Werit IM1 INSCS 2. f • • ROOMS APPAO77MAA YC0W(Ck 1A11 92E MO IOCAflOI fQ 14')WCN. OPOAKIS 606 Q[C• 1DCATTOK L.. L PMT( 10• 1(AWIGt L1. At50 PROMOS WOW VEPN101 601A1oa ern ' STOW PARTIAL ROOF PLAN 1/46' = e -d' 1 ',.. I: ,...x.- -s".::- •.:ti-7‘%."' - -..- • .- ... • • 1111WINIEZIMISIIENIIIIIIIIIIII=IIMI1111=111111119=212/131•11 .,.‘ 00 . InegiiiiiMI=MIMMANINI=Mr=liffik=illilg=iin-a `Ril===ll •• ri4aIe 'MI - • : • •••-- • .. IC:SILUIrMIIIMS1=1=1=31I317..VIEL:111•41=13=24ErnElilailOCIMILIErib:::)/EaltirAlr2ia 1714i-'iriiiiaLi=111:11211•'-1211:257=21111t2=121111:1*111111 • . ....-122131311111C16=1111:2121 =ea . 13 .. ',.1,3012:"IBEICIIIiil lit -111112:111:1111B..' 26.73 c,, I ---4- ' - i 601 liegASItIr ona (7 1 • .... 1 cv:A""-.1-s."14.1.;•'&"424.441''''vt"-'..-- ---- I WA1Y 041 440.3 -ciatrAlc 20' -• i. ;2 1 90 W W Thii - ria33 a Ualei 65 10 000 • • .. • . ...a 0 .0 ... ..gi tn. i • • glifE*a iEgglatitim VW Oniii et 13. 49, Ran sese V• • 5.4153 Ma et. Pm 42 Went mai, a 47 lama en V.3,90.1 9 Wawa ...-.3 .... .1dIt ra...=...rg; a '0 11 :4.:17sapo 140340140 4214 • .... 0.. ts.. • 100.43(1 RCP V. 17.10405? 45 caler..ur ox. • awl .con 4,4. two r :41 .- itu LW • MOIA WO - - 1 sal • • 04.54-41 72 .4,211131 32 IKEZIMI . 1 n a Jo 1 1 1/3 na 723 au • i 02.7 -V 3 sra . A ciae .3 3 3 1 2... a 10 ' 22.2 1 1603 734 al 024E4 Cana ea. . "OU 4,,m, n.31,4 4. es - r,r4.., 314,0 ; ' I- Illien BP OtJ • me • *My sarin *4440127* MO .01 • - WV 919 9141 0? - na coona Ls 1 ! 4 es a 1 o. 1 91 . ry . t Um l. .1 093414 00 %alas nu. Cer 97*41944. 120.4 Ma ad alma WU.- 0 17344004. 13721 71491, mu Noe. . lc so ure frai W6s4.2 ray 9 71641 7.• 10(47*' 9.0a2' • An-cxxxED CONDENSER SCI-ECULE (C30 -- ' Sas . lain • ro *9 Cane* 09:00* 103:0,94. 97.400,33 •••• / sy! 1* (5 44 VI 44 00 43361aat Vt6 4.n PM .m 10 KM) WIN .40 JO M cassa a ue 1 mn 4 10 . RlA an ..T1 I it. ' 4. an 0 0 a10W n i6 C(3 1 we 3. 993 703 3934 / s /4 - •••• u 0 3 . • • . - • . - 43 n M 3 Ln -Vara.r. 2143*5 061 019. 217 Asa Raa • me At =. 0 041a944*0- 10*4 s. rm. 46.9410. 49. 42 Ow vat 403032 3 is• 3/ • 2545 93 10344 7 1.901 - 4.49 05 I 04 I. '1 1 Of 1 11 . 44 3 40. v.1 41 06 Sia SIK. 1401* 7*' t414 a Stual .0 244 54 0240306 •0 se *9 3041 s via ra, wawa ata 011;01 ati ann. 3 ire 1,4 • WM 93 3939 2 •.111 - 4.4. In 1 ir• t• • - - -r- 1 IS j 33 . AO L- 3 40 10 )101 7* 150 060001011* .., *9.3.20.140 60 ea AI Warm. .0 no as, Lea 10 C1401 '5.. 1' ala 0.1M • NV Vs 939 93 332343 a 63/1 - WI a 1 ! • - • • -1 al 1 n 1 *3 3 193 at :RI Os OM Vanna 30141.10 .0. we?* 496.4. .... al a name. 44 Re We Inna I- 01 =.9•1 - Ana lar. 57431X 4 lir I 314 WM 103 7*4312 2 s4/2 - 14.1 ha 4 le 1.1 - r- t 40 3 '0 ' 01 • I -2 la 1 Z. 1 9033 3 440 v .7 . s77- . IWO 0641I7* t 4091017* al 549151 7:491473 ..) 4,9 Ilya 451) L._ me .• ; as i 44 VW. 40a Peale Vit • Csrl 2- •31 Os J 39 5)4'44 re 031. 5011.4 sattall 4 4.4103 •••••• •61 •esi a aware. 40 41 .0 awn PACKAGED ROOFTOP CIAS/B-ECTRIC AA COMMONER SCI-EDULE -I . mil K irOILIa0 [ ,MOW , W000415 ,4 an 1 ow :.; ,,,,. ,•as ,.■0•0:00/.). 4Pt, , . co. O... 060 i 3 •1•1•4 041 a., 100 *2340 .I oot,,com t ,,,, "ts. 49.0 N I ..1 ittOeit.--4 i. , laws, 111f. . 1•W-FAti• •CH l i“iiii iiiKIX.-4 Wi• ..N1 ,10 !ELT ., X.3 623 if MI 11, 1 10 is :4 •.7: • et 05 .tv awl OR. ,IN• MKS 3034,7. IVIll 001-:-/Ste 41., 0.J, :in ••• NM 1 35 Jo 35 1 a 1 I ''''' "' '"....4 ' - .e 0. ,e •• a. ,s1:•?_07 • ail 011• ..-. I Ap, i,.....,•EZ 44.r....s . 1- I ±._ 4 1_, : 3 MX.? c---v• .a.3 •..1e1. 13.411, ...Ay a A •063 . ty 0 311.9 I1Mc.v,0 .:1. .1933 17 14.1 43 . . .14.20L , if. :• ' ec ir 0 , 40 1 I 1 /3* a 1 4 0 4C / -6■•4.••:.:,.1 .. .A..r . ., .. .sal . ze., e ...■ . . f ' 1 t • - !- i- - : • ms •■., ftt• .. ra.Z0 Pene. 2 VW . n :131 OM _mat! X! 7*0 if rf 1 1. • 1 ec *1 ] 1 3 te• Is . I 1, " ' 5 3 ,;, 0. 1 I •. •••. • SI •.-•,7-.„.;7_.,) - 4,14./743.4 -4.-4 .!-alarga. . - wg--; . • , -4 • . 1 .• • -1 1 . n .6C 3 1 I 2 ..;3. 34 .....Cr...alart :ovam. wae Vkra• ..4 n• ,,, OW: 21, 92 t, "I 'I '2 ". ' 4 15 60 1Mil S• 1 n A I/ is 4-1 l 1 46 a . ce 0LA _1 ROOF HOOD 93-EDU.E "•""' romoon..".. a. I o. tor -we Irwas Al 4r.to a 00 .91air05-6373 cos 46764 143:0 or/1197300011. 417.91 2.,. OW r7.0.0 1 10 *6 641 031s 1.--,1-ux.”,. ste.s 1 roaN.SALE .11,111:121 1 aw rr.‘ IX, 4-19 sutiaas ...... 1 44.../6a, c,, I ---4- ' - i 601 liegASItIr ona (7 1 • .... 1 •7.17 • 1 - 563 I WA1Y 041 440.3 .,...,, •••••.24,0 04 Istanne •Cal t• 1 WM ' WC, 640 Thii - ria33 a Ualei 65 10 000 7110 444031 •MMS.Vallt Mae WAND VZ:cMtrsor 10003491 (1,97 (00 ./..aute4 mac. goo, Car 0.4•0 a v•vX r 90z arir , *Mai 4 watr 40a. %.117 403 U, • t ' aNt 04'533017 .0C4. 1.1 • 76•9433. 4 tn. i • • !MW. : ON . 40 „e : ini IIK,1.511.1, KI:o. r• I • 6 .3.560. to., • • 21 000* '40 417* 3100 5.t ram lode 4J14034190, 9060( 440 0.1 1072 1 Ma ft 04, 11 04 Io 0 4.13 cm. 1 eos „1 . ,„. 1 . as, 6.4310, 03011 1 • . Nara 4 aS) . XCI 1133 91.007* 00 s m. 0494 0903 IV Weser* 4.30691 Waal) coom. 44 4060 E, ilar 0431 lr) • ..4445 54404640 06 ' 40.4 9.4.063/ •cots (7! Iia OM ■ 320 1 Tn V 000 101 461 .423 Ca 480 46..0 .0 *Or V* 9444 031X0 W•4460924 WWI .330663 .M gr* i y-...44I. rm aw s/103. o .0 4393a1.- 9i,04- XXD 1**503 • 3.0. 1 a ...C....I .,. 64A33Xt• . '*4 • Mir EOUFWENT Eri-EOULE . 222 . r....4 036117 440,49 1 ... ..." ... se " ' 106 60•044.1 Oat. *040 004 • - ROOF" TOP MECHANICAL EQUIPMENT Wilt. • • BE SCREENED BY EXISTING "PARAPETS. I • • • witaate WO. � o. •0S .01..ar <w.0.•0 TYP. SIM. EXISTING SKYLIGHTS TO BE J.efeeI REMOVED. INFILL WITH W PLYWOOD SHEATHING. ROOF �� * ale I SHEATHING AND RE -ROOF SEE DETAILS THIS SHEET. TYPICAL OF 8 • NOTE: CONTRACTOR TO PATCH ALL PENETRATONS IN THE EXISTING BUILT-UP ROOF TO COMPLETELY COVER ALL PENETRATIONS. WITH BUILT -UP ROOFING TO MATCH EXISTING. PARTIAL ROOF PLAN 1/16" = ELECTRIC LIGHTWAVE - TUKWILA SWITCH FACILITY NORTH 3 (I--) tee'z grfred 0. 32k/ ft /11 /1/rrr //lrir►rr11/111►11rl 1/111 11 11/11/111110.37k/tt RI = 5.332 k T 0.32 k /ft 33.33 ft Mmax = 44 43 k -ft at 16.69 ft from left Dmax = - 0.3063 in at 16.69 ft from left 00.94 Rr =5332k Rt, 0.57k ►►r►r/ 111111 / 11111 ►►►r11►r11r11 /r►r1r11111►111 143°41/n_ 33 33 ft Mmax = 45.21 k -ft at 16 83 ft from left Dmax = - 0.3127 in at 16 69 ft from left 0.32 k /ft A179 k Rr = 5.801 k 27-6 /w0'.7 f.oicr I.cA i�lc b owiRier- �idp.ut4 *ik wr--{cu7 4- WI it- 61 / 4e-4 /2 0 3 k /ft 0.45k ►►►r►r►►►r►►►► e*-2 kM �� 33.33 ft RI =5895k 0 4 fk ID ►►►►►►►►►►r►►►►r►r► rrr►►►r►►r► GI) 6 Mmax = 48.87 k -ft at 17.03 ft from left Dmax = - 0.3376 in at 16 69 ft from left OM/2 32 k /ft Rr =5819k 0.32k/ftr►► /1►r r i►►►►1111/ /1 . rr►rr ►►►r //1► ,►t 032I kift 104. RI =5942k CI 4=-614,41 33.33 ft Mmax = 49 66 k -ft at 17 16 ft from left Dmax = -0 3439 in at 1669 ft from left Rr= 6.288k 1-66/4-&21 va 1.016 : I , 6% 1 0,1417 -- 4I/64� PILJti I� 5 Ch ENGINEERING SUBJECT PROJECT CLIENT DS DESIGN Project No. DATE SHEET /TN NO. Rev 580004 General Timber Beam Description Existing Beam Check General Information Section Name 6.75x37.5 Beam Width 6.750 in Beam Depth 37.500 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 1.150 Pin -Pin 45.000 pcf 1 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined II Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 35.50 ft Lu ft 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 Point Loads Dead Load Live Load ...distance Summary 4,000.0 Ibs 6,660.0 Ibs 2.500 ft 5,050.0 Ibs 6,660.0 lbs 10.500 ft 5,600.0 Ibs 6,660.0 Ibs 18.500 ft 4,520.0 lbs 6,660.0 lbs 26.500 ft 4,000.0 lbs 6,660.0 lbs 34.500 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Span= 35.50ft, Beam Width = 6.750in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,900.05 psi Fb 2,273.33 psi Depth = 37.5in, Ends are Pin -Pin 0.836 ; 1 250.5 k -ft 299.7 k -ft 250.50 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 299.71 fv 117.37 psi Fv 276.00 psi at 18.460 ft at 35.500 ft Beam Design OK Maximum Shear * 1.5 29.7 k Allowable 69.9 k Shear: @ Left 28.57 k @ Right 30.71 k Camber: @ Left 0.000 in @ Center 0.748 in @ Right 0.000 in 12.62 k Max 28.57 k 13.36 k Max 30.71 k Reactions... Left DL Right DL Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5' D. @ Center @ Left @ Right Stress Calcs Bending Analysis Ck 20.128 Cf 0.824 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing ® Supports Max. Left Reaction Max. Right Reaction Dead Load -0.499 in 17.750 ft 854.0 L. Defl) ... 0.748 in 0.000 in 0.000 in Le Rb Total Load -1.088 in 17.750 ft 391.46 Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ... Length /Deft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 0.000 ft 0.000 Max Moment 250.50 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 26.49 k 95.969 in2 276.00 psi 28.57 k 30.71 k Sxx CI 1,582.031 in3 0.000 Sxx Req'd 1,322.27 in3 0.00 in3 0.00 in3 @ Right Support 29.71 k 107.639 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd --Area 253.125 in2 Allowable fb 2,273.33 psi 2,273.33 psi 2,273.33 psi 6.511 in 7.000 in 7 Latitude /Longitude render - iviapto uest ueveioper 'Network mapquest developers imp./ / ueveiu./C1. lit clpguCJL.L.ull1/ WCU/ LIJVIJ/ ICI I. 1U115 LnPula I Quick Start 1 Business Solutions I APIs I Mai Latitude /Longitude Finder To locate a lat /long coordinate, enter a starting address. STREET 13015 Gateway Drive South CITY Tukwila STATE ZIP WA 98188 COUNTRY United States Clear NOTE: Drag the POI or click on the map to update marker location and latitude /longitude. Quality refers to the Geocode Quality Code. LATITUDE: 47.48695, LONGITUDE: -122.273731, QUALITY: L1AAC a V! 7 7 a • 9;. • a ps. 0 99� SP co 7 Dawatri►± c,. 0 Rainier View II �(] Copy LAT.IONG • MAP SATELLITE °s Bryn Mal o .. t,,r Alurttl Scatic �I ;z Pm*. Slit WO( S 144U1S1 SLy Sunst ^46 n Heights � fnapquost, p Riverto t @Y1012 Map(]uest •..+' ^V' ! rms tt52rDSc . SCO Project: Integra Telecom 13075 Gateway Drive S. Tukwila, WA 98188 Conterminous 48 States 2009 International Building Code Latitude = 47.487 Longitude = - 122.27399999999999 Spectral Response Accelerations Ss and 81 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.474 (Ss, Site Class B) 1.0 0.507 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.487 Longitude = - 122.27399999999999 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.474 (SMs, Site Class D) 1.0 0.760 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.487 Longitude = - 122.27399999999999 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.983 (SDs, Site Class D) 1.0 0.507 (SDI, Site Class D) 4 Ieulurgns ivawdinb3 NOTES: MATERIAL: 18 pa. GAL STEEL. 1 112" ADDED TO EXISTING CURB O.D. INSULATED SHELL ONLY/NO FLOOR 1" 1 -12L6 DUCT INSULATION (R VALUE 3.85) GASKET PROVIDED WETH. CURB 47 318' 2- EJ 7/8- INSULATED COVER 97 12- COMIIKNOt NO 101. YS0 V9 w161•N1•HIO Attn: Tag: • Approval: REVISIONS ECO• OESCRWDON DATE APfiOVED Nn1AL DRAWING /0/71/2012 GRE EXISTING CURB LAYOUT NO FLUOR CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. OPERATIONAL HEIGHT OF CDI ADAPTER IS 3" LESS THAN OVERALL CURB HEIGHT SHOWN. 48' 49718` 49 1? • C:)(..0, 1W Ni r, -.4 C0 *K4> rot NRONOCraRV H:HI/.i.ONx c —s1at.rf4:NiswKF r•i; TM 1GLICF RCM -M :A..0 .♦rroosu r :E AYYMHAM 3! CUVb:a104'MGV *r.1/. NS �. nKNrr7 KEW MfO Ort D+A:W GMt yrOtlOgt: t >..Ds1+y •■•avAlA 361420 -1- 9999 -3105 VERIFY EASING CURB OD YEW/ SUPPLY AND RETORN Of I !GS 'NOTE AM CHANGES CALL WTI AMDUESTIONS ',AX BACK .0 DRAWING K1 OK M i 4/ s Contact us w.Or.C4iK WDS COT ; • •(Di • ur wt t]rr IUDs: 129.42 foae. 110 w 2 0 Lateral Analysis: 5 -Ton R -410A PKGD Unitary Cooling Rooftop : Model: WT.= 800 # Seismic Design: FP = {(0.4 aP Sos )x(1 + 2z /h)xWp } /(Rp /Ip) = 0.79 Wp = 708 Ib. FP MA% = 1.6 Sin Ip Wp = 1.57 Wp FPM,N = 0.3 Sos Ip Wp = 0.29 Wp From: ap = 1.0 Sos = 0.983 R„ = 1.5 (Critical ap and Rp per ASCE 7 -05 Table 13.5 -1 or 13.6 -1) 1P= 1.0 • Wp= 900.0 Ib. Mean Roof Height (h): 35.0 ft. Comp. Attachment Height (z): 35.0 ft. Ground Motion: SMS = Fa *Ss = 1.474 SM1 = Fv *S1 = 0.760 Sps = (2/3) *SMS = 0.983 SM1 = (2/3) *SM1 = 0.507 Mech Unit: W= D= H= Weight = 0.7 Fp = 53.250 in. 88.625 in. (D >W) 40.875 in. 900.00 Ib.( Unit Weight + Misc) 495 Ib. Check Overturning : T1 = C1 = 0.7Fp* (H /2) / 83" = T2 = C2 = 0.7Fp* (H /2) / 49" = Res = (0.6- 0.2SDsx0.7)x(Wp /2) = ('2009 IBC' Equation 16 -15) . Wind Design: Exposure 'C', 85 mph, 40ft (Max. Height) Pnet = (cis) (KO (Cnet) Ow) (Kzt) = 18.50 psf 122 Ib. - - -> No Uplift 207 Ib. - - -> No Uplift 208 Ib. : IBC 2009: Equation (16 -34) qs = 18.50 : Wind Stagnation Pressure at Standard Height of 33 Feet: Table 1609.6.2(1) Kz = 1.01 : Velocity Presure Exposure Coefficient per ASCE 7 Section 6.5.6.6 Cnet = 0.99 : Net - pressure Coefficient, in accordance with Table 1609.6.2(2) Iw = 1.00 : Importance Factor K21 = 1.00 : Topographic Factor per ASCE 7 Section 6.5.7 FTata, = (Wind Load)x(D)x(H) = Check Overturning : T1 = C1 = [Wind Load *W *H *(H /2)/ 83" = T2 = C2 = [Wind Load *D *H *(H /2)/ 49" = Res = 0.6x(Unit Weight /2) = ('2009 IBC' Equation 16 -14) Igo_ 465 Ib. 69 Ib. - - -> No Uplift 194 Ib. - - -> No Uplift 270 Ib. iHo 4 D Wte--P/nti; I.4 < + tb *c_A-4Pioe .§46.1.1( ej-*Io Lateral Analysis: 5 -Ton R -410A PKGD Unitary Cooling Rooftop : Model: Unit WT.= 800 # Seismic Design: F, = ((0.4 a, Sos )x(1 + 2z /h)xWp } /(Rp /Ip) FpMnx = 1.6 Sos Ip Wp = 1.57 Wp F,M�N = 0.3 Sos Ip Wp = 0.29 Wp 0.79 Wp From: a, = 1.0 Sos = 0.983 R, _ (Critical ap and Rp per ASCE 7 -05 Table 13.5 -1 or 13.6 -1) I,= 1.0 W,= 1030.0 Ib. Mean Roof Height (h): 35.0 ft. Comp. Attachment Height (z): Ground Motion: SMS = Fa *Ss = 1.474 SM1 = Fv*S1 = 0.760 Sps = (2/3) *SMS = 0.983 SM1 = (2/3) *SM1 = 0.507 Mech Unit: W= D= H= Weight = 0.7 Fp = Check Overturning : T1 = C1 = 0.7Fp* (H +20 ") / 2 / 97" = 178 Ib. - - -> No Uplift T2 = C2 = 0.7Fp* (H +20 ") / 2 / 49" = 352 Ib. - - -> Uplift Res = (0.6- 0.2Spsx0.7)x(Wp /2) = 238 Ib. ('2009 IBC' Equation 16 -15) — I 14-- 53.250 in. 88.625 in. (D >W) 40.875 in.+ 20" Height (Max) Adapter Curb 1030.00 Ib.( Unit Weight + Misc) 567 Ib. 810 Ib. 1.5 35.0 ft. 6.14Vime 6 • 1441/4 0.` Wind Design: Exposure 'C', 85 mph, 40ft (Max. Height) Pnet = (q5) (Kz) (Cnel) (Iw) (K11) = qs = Kz = Cnet = Iw = Kzt = 18.50 psf : IBC 2009: Equation (16 -34) 18.50 : Wind Stagnation Pressure at Standard Height : Table 1609.6.2(1) 1.01 : Velocity Presure Exposure Coefficient per ASCE 7 Section 6.5.6.6 0.99 : Net - pressure Coefficient, in accordance with Table 1609.6.2(2) 1.00 : Importance Factor 1.00 : Topographic Factor per ASCE 7 Section 6.5.7 FTotat (Wind Load)x(D)x(H+20") = Check Overturning : T1 = C1 = [Wind Load *W *(H +20)2/ 2 / 97" = T2 = C2 = [Wind Load *D *H *(H +20)2/ 2 / 49" _ Res = 0.6x(Unit Weight /2) = ('2009 IBC' Equation 16 -14) 693 Ib. 131 Ib. - - -> No Uplift 431 Ib. - - -> Uplift 309 Ib. ° 66[3 */, �,� < 6 pizosAt7150 124,e- I < RavI Lateral Analysis: 5 -Ton R -410A PKGD Unitary Cooling Rooftop : Model: Unit WT. = 800 # Seismic Design: F, = {(0.4 a, Sps )x(1 + 2z /h)xWp } /(Rp /Ip) F,MAx = 1.6 Sos Ip Wp = 1.57 Wp FVMiN = 0.3 Sps Ip Wp = 0.29 Wp From: a, = 1.0 0.79 Wp = 865 Ib. Sos = 0.983 Rp = 1.5 (Critical ap and Rp per ASCE 7 -05 Table 13.5 -1 or 13.6 -1) I,= 1.0 W,= 1100.0 Ib. Mean Roof Height (h): 35.0 ft. Comp. Attachment Height (z): Ground Motion: SMS = Fa *Ss = 1.474 SM, = Fv *S, = 0.760 Sps = (2/3) *SMS = 0.983 SM1 = (2 /3) *SM1 = 0.507 Mech Unit: W= D= H= Weight = 0.7 Fp = 35.0 ft. 53.250 in. 88.625 in. (D >W) 40.875 in.+ 20" Height (Max) Adapter Curb + 12" Existing Curb 1100.00 Ib.( Unit Weight + Misc) 605 Ib. Check Overturning : T1 = C1 = 0.7Fp* (H +32 ") / 2 / 95" = T2 = C2 = 0.7Fp* (H +32 ") / 2 / 45" = Res = (0.6- 0.2Sosx0.7)x(Wp /2) _ ('2009 IBC' Equation 16 -15) Wind Design: Exposure 'C', 85 mph, 40ft (Max. Height) Poet = Os) (Kz) (Cnet) Ow) Oct) = qs = KZ = Cnet = Iw = KZt = 232 Ib. - - -> No Uplift 409 Ib. - - -> Uplift 254 Ib. -1-49-0 2-# 18.50 psf : IBC 2009: Equation (16 -34) 18.50 : Wind Stagnation Pressure at Standard Height : Table 1609.6.2(1) 1.01 : Velocity Presure Exposure Coefficient per ASCE 7 Section 6.5.6.6 0.99 : Net - pressure Coefficient, in accordance with Table 1609.6.2(2) 1.00 : Importance Factor 1.00 : Topographic Factor per ASCE 7 Section 6.5.7 FTota, = (Wind Load)x(D)x(H+32") = Check Overturning : T1 = C1 = [Wind Load *W *(H +32)2/ 2 / 95" = T2 = C2 = [Wind Load *D *H *(H +32)2/ 2 / 45" = Res = 0.6x(Unit Weight /2) = ('2009 IBC' Equation 16 -14) 830 Ib. 191 Ib. - - -> No Uplift 672 Ib. - - -> Uplift 330 Ib. 1-10Pc -" : CI) ' LT 4 -' *rj. 13 'dJPd� llih`�1;1` \. zns BUGLE HEAD - SELF DRILLING For drywall attochment to metal studs and joists. Also used for attaching cabinets through gypsum board and insulation board. Metal thickness - 20, 18 16 and 14 gouge. BUGLE HEAD For drywoll ottochment to metal studs and joists. Also used for attaching cabinets through gypsum board and insulotion board. Metal thickness - 25 and 20 gauge. WAFER HEAD - SELF DRILLING For metal to metal froming connections when drywoll, plywood and other similor wall moteriols are used on m,.t01 studs and joists. Metol thickness - 20, 18, 16 and 14 gouge. WAFER HEAD For metol to metol froming connections when drywall, plywood and other similar wolf moteriols ore used on metal studs and joists. Metal thickness - 25 and 20 gouge. HEX HEAD - SELF DRILLING For ottoching steel deck, backup plates, door frames, lothers chonnel to metal framing and structural connections. Metol thickness - 20, 18, 16 and 14 gouge. PAN HEAD - SELF DRILLING For attaching steel deck, backup plotes, door frames, lathers chonnel to metal froming and structural connections. Metol thickness - 18. 16 and 14 gouge. Screw Size Section Gouge No. 12 (d= 0.209 ") No. 10 (d= 0.183 ") No. 8 (d=0.161") No. 6 (d= 0.135 ") Sheor Pullout Shear Pullout Shear Pullout C rI 25 20 18 16 14 74 50 185 92 276 120 387 151 548 190 69 44 173 258 363 513 166 81 132 65 39 163 71 242 93 341 116 N/A N/A Sheor Pullout 60 32 149 60 222 78 N/A N/A N/A N/A Min. Edge Dist. And 0.C. Spacing 9/16" 1/2" 1/2" Notes: 1. All values based on connected ports hoving a minimum yield stress. Fy =33 ksi and o minimum ultimate stress, Fu =45 ksi. 2. When connecting moteriols of different gouge thickness, use foods shown for the lighter gouge. 3. Applied sheor loads moy be multiplied by Z' fdr wind or earthquake loads per AISI A4.4. 4. For screws in tension, the head of the screw, or washer if provided, shall hove o minimum diometer of 5/16 inch. -53- MSG I+ tn 0 0 0 DOWEL -TYPE FASTENERS Table 11M WOOD SCREWS: Reference Lateral Design Values (Z) for Single Shear (two member) Connections with ASTM A 653, Grade 33 steel side plate i -- 1.18 .109 ..107- 1p2'.. 95 ' 93 64 .a• r � 1~ ' • (3 gage) 0154 7 ..:: 1$9...•. 0.164 8 160 136 126 123 117 110 108 96 95 92 0.177 9 188 160 148 145 138 129 127 113 111 108 0.190 10 204 173 159 156 149 140 137 122 120 117 0,216 12 • " 256 . 218 201 197 187 176 172 154• 151 '.. 0.242 14 283. 241 222 .2.17: 207. 194 190 . 170.. ; - :3F74i,rl' _ 1 I. Tabulated lateral design values t7i shall he multi' lied h) all applicable adlusunent Iacwrs (see la IU..,. t t. 2. Tabulated lateral design values IZi are our roller thread wood .screws (see Appendix L( inserted in side grain with screw axis perpendicular to wood fiber minimum screw penetration. p, into the main member equal to IOU: dowel hearing strength 1 F,.) of 61.850 psi for ASTM A 653. Grade 33 steel and screw bending yield strengths (F0): F,,, = 100,000 psi for 0.099" <_ D S 0.142 ". F,n = 90,000 psi for 0.142" < D 5 0.177 ": F,,,, = 80.000 psi our 0.177" < D s 0.236• ". F,,, = 70,000 psi for 0.236" < D S 0.273" 3. When 6D 5 o < 10D, tabulated lateral design values (Z) shall be multiplied bx p /IOD. 2irPf..P- 16fx I_C ID-6. Al? N WM eaA PICA f Nr.II 15 g d d ; E S S L L N Z r, u C u_ m u G =0.36 Eastern Softwoods Spruce- Pine - Fir(S) Western Cedars Western Woods G =0.35 Northern Species �. 8 lbs. l lbs. _i_ ? lbs. l 70 6 t 66 6 62 6 60 5 54 5 53 5 52 0.036 0 0.138 6 1 8 89 76 7 113 9 71 . .7.0 6 67. 63... f , ^ 7 77 6 69 6 �{ 0.048 Q Q138 ..6 9 90' 7 77 7 .'0.1;6('8 1 ' . . 9 - " 73 7 72 6 68 71 7 63 5 57 5 56 5 0.060 0 0.075 . Ot?I90 .10 . • '95 8 82. 7 ' 1 76 .. 7 75 . .. : :: 7 71 . . '67 6 66 5 59' " 5$t' ,. 5A. _ 175._ • • 1 84 8 82 7 79 7 74 7 73 6 66 6 65 63 0.105 0 0.138 6 6 1 104 9 90 8 ' 1 89 8 87 8 83 7 79 1 1 7 77 7 70 6 68 67 0.120 0 0.138 6 88 8 83 8 . . 81 7 73 7 72 70 0.134 0 0.138 6 116 1 0.179 0 0,138 6. 126. 107 9 99 ' '97; 9 - 1 92 • . .96, ., . ... • • • B4 - -.76.,:,.i. : : n °fie'' 0 239 O Oj138 6 .• 126. ..: ' '. 107 9 99 • • 97 . ..92', 6 66 .. . . 8 84 7 76 -'•• r c c I. Tabulated lateral design values t7i shall he multi' lied h) all applicable adlusunent Iacwrs (see la IU..,. t t. 2. Tabulated lateral design values IZi are our roller thread wood .screws (see Appendix L( inserted in side grain with screw axis perpendicular to wood fiber minimum screw penetration. p, into the main member equal to IOU: dowel hearing strength 1 F,.) of 61.850 psi for ASTM A 653. Grade 33 steel and screw bending yield strengths (F0): F,,, = 100,000 psi for 0.099" <_ D S 0.142 ". F,n = 90,000 psi for 0.142" < D 5 0.177 ": F,,,, = 80.000 psi our 0.177" < D s 0.236• ". F,,, = 70,000 psi for 0.236" < D S 0.273" 3. When 6D 5 o < 10D, tabulated lateral design values (Z) shall be multiplied bx p /IOD. 2irPf..P- 16fx I_C ID-6. Al? N WM eaA PICA f Nr.II 15 y*9 "1111 1 141105. ATIM11JAL f11/f1.,. rSiWj i 4 CONTRACI.'CRAVIMCS AND SPECIrICATICNS REPRESENT TN( r1NIfrD T{CY'00.NDT INDICATE THE NETIOO Cr O00700CTION T((.`SIRUCTIAE '11P:OESi05EQ TO'NG•4 STABLE WIT AS A_COIitE1T0 MOLE. IT IS T1t COI,TRACTW'1 OrertpiO1EIT1 10 bcsiGN, EIICcT A10 INSPECT TENPOMART S1 1 $ 0 AC€$ tic. TD sermon Tit ST4JQIUAC'ADAINST N.A. ANTICIPATED L0A05, INCW01N0 01AVITY, VINO AIC•L'ATERM. (ANtK•ME1I i LATH ITs cOitf10N. OOSERVATION VISITS. TO TIE SITE F THIE- SOSO11/IAL EGIIQR SHALL NOT INCLUDE IMPECTI0N Or TKSE 4COOOS 01',OGN0T040101. c4 0T191CTIw MA1cRIAL SNAIL BE PLACfA;ON FRAYED rrta0R5.'MO Mel *of THAT TIC DCS10 LIVE LOADS ARE NOT EItCEE0E0, Tat A■CWTRACNR My1l VERIFY ALL OIKNSIQNS, ELEVATIONS. AND SITE CROITIOMS PR101-T0 STJATIIG';CONS?RUCT101. RESOLVE ANY DISCR(PN4CY RUTH THE ARCHITECT. 10I009/140P A10. ATERIALS SAKI CO,P4.Y VITN INC LATEST EDITIONS OP THE ONI/'001'LJILOI14O CODE A10 TESTING STANDARDS. N71MAt0 DETAILS(' THE . (RA1I140S TAKE remote= DYER T10 OOQRAL ETI1Ltr1(pAL NOES AOD TYPICAL omits. weft AO SOEDIFIC-DETAlt1 ARE S1OM1. RUPT441444l CDNrCNI_ TO +.SIUILo MOTH Ow THE P40I(T. ` VIDAL.• 71IL5'NC MOT'Ft4((10 CN TK - 0RAl11I4E. BALI- APPLY 4. IIX5S NOTED OTMR1ISC: • =UK= d• M.I. (4404905 9 ((4410(9(0 TO BE PMT Or THE C0ItRACT DOGIIENTS, THE COL4RACTOR SRAEL', 91 RESPDNf15LE. FOR coCoo I NATIIIO. TN( 0141111NW, AMID SPECIFTCATIQIf'AA0T0 THE.5LecoaTRAC1Ois PRIOR To 51441 Cr 006t4UGT101, ANT' OISC11EPANCIL5 T1AT 441 FOND SHALL BE BRO014T TO 1110.. ATTT71TION . OF TIE A71GHTfCCT FR101 0 s1ART Or C ISTRUCTION. ANT 1i1p11K PCPIP 4D iN CONFLICT WITH fK CONI9ACT OOCLMEUn co ANY CODE REa1RE14915.MMLL. BE CORRECTED BT TIE ODITRACTOU AT Ali OWN MAPEIISE ANO AT NO EXPENSE TONE ry 1404 Mp11TECt. C001iD■PMTIco S1NLL INCILAE. OUT NOT BE LIMITED, TO '49IF1IN0.144 4OCATION.M0 4E1171T V -ALL AEC! ANICAI. AND ELECTRICAL (OUIP1EM AS *11 A5 THE SIZE AA0 LC0*Ti0i1.0 All'MECIIANICAL OPENINGS IN AMPS., FLOORS AND.NALLS. UNLESS &HENN,IS! MOTEo ON THE MANIACS. 00 1401 PENETRAYC MIY• STRUCTLUUAI (i.04NTs 1UCy 4501.1145. 00LLb11. WLl1. SLABS. ETC. WITNDIT PR10,40T11EN APPROVAL Or 114E 5TRi4TURAI (04INEER THROUGH THE moo not, 51414 21ARA S: TOE CONTRACTOR SHALL REVIEW ANC APPROVE ALL SWOP DRAWINGS PR10i TO EMGIIEERING REVIEW. 54401A4 116PFCTUNK- TOE 001E4 WILL 0011 AN IMO C(RTIrIEO SPECIAL INSPECTOR TO PROVIDE IILSFECTIOM* 1)14 104.10.1 NC mite PER L*C SECTION' 1101 AAp TIE REIAI(RELENTS OP 144 APPR.DIRIATI LOCAL JURISOICTIOI. 4410.96, .OURNO,4LL STOODRAI L 4101140 INCLUDING BUT NOT UNITED TO.NOIITS. B(MLS. DOlu1}y; ICING, STEEL OECD. NEAOEO STUDS. 90IIPON04140 STEEL. Etc. HIM STRENGTH BOLTING: CARIliOBCLT:INSTKLAT101 AND 1101TININ0 OP(1ATION$. • IMF 0(11■14' OI TIC WIFOSN BUILOING.000E. ROLLED SNAPES`'AND- K'ATES. AMU 'A0SL. rt .'36 451 TLJBULM • 9ft1L - A6TM'A8'O0. tC I: r1.. 444 -KS1' BATS ASTY AS2S Ysi1'b: c0PA1G10/1 804.1 AOHE31 K ANC10R5 FABRICATION AND 0400110''. NI4T1 IOMIM.4O T 11 NI4T1 HY 4.50 'ANCHOR OYSIDJ LATEST AIM AND AVS'COO(S- APPLY. FA0RICATE A0'(RECT 1N.OccoRpA11Ci',MITN .. LATEST (.01T'i0N Or A15C •9P(c1r1CAT10N 101'0E510N, rABRIC4T101 MQ.£*(71(AI't STRuCTWµ STEEL FOR BUILDINGS' SPLICING d ETRUC*L55AL NEWEOS,154OR PERMITTED UNLESS MOO ON THE DRAWINGS. ALL 6046 MALL K E MTED 4ITN THE NATIAK CNe(R urr000S. SUBMIT SHOP DRANO 01 FOR OMEN 'Rita TO FABRICATION. AELDINCI ALL WELDINO.01 CENTIME( 1(10155 HAVING CURRENT EAKRIDCE..IN'1VPI'0►'SELD s1 I.6N ORJwINOs oR+IIGTES. CERTIFICATES 54441.L SE THOSE, ISEUEDNO AM ACCEPTED, TESTd1U0 ACSNCY. ALL 1104.01110 SWIMI90.114 4CCWO4( 'eta TI( LA1(ST COITION CO'AMB`'OOQC NOR ARC A1O'0A51:11CLOIND il''01414.0114 001t9(ICTHSP'. VSC'E10'K41E5. :tow H14400(N;EILCTR00E1. KL 441.05`04 'ORAWUI/Ii5 440 9101 4 A5, Sace-Ot4.05: SHOP scLOS. AIO tiELb RE105'5HALL'K S0 401- SAP D9ANIN05. 90115:' ALL 90415. ANCHOR BOLTS. FYYANSIO/ BOLTS, ETC.. MIAMI K 1►6TALL(D WI1H STEEL. *4$PCRS. TYPE M DOLTS PC9 LA1ES EDITION of Alec 'S/tCIriVAtAN. rOR'.STIIUCTWK .401NT5 U51NG NON 4323 01 APO BO,TS''MP NAY BE, T IOITENED TO TIME STAG =T10NT CR40I T 1014 AS DEFINED BY ATSC.{M(S9'.90WED OTICONISE. Nl4T4 BOLTS, AK) ANCHORS MAY BE SUBSTITUTED Ir4TN M.A►MOVED 4080 GATED PRODUCT MORA DORVAL, 00 NOT NCTOI CR DRILL . 40,15TS, BEAMS OR LOAD O 10 EARIHO STUDS PRIOR, APPROVAL or T1c BTRUiCTURAI ENGINEER TNSSRO. 1HE ARCHITECT; ALL NAIL'S SHALL 5E CO0N A NAILS. .All NAILING NIT NOT(0 SHALL BE IN ACCOROA110E' WTH TABLE 27 -1-0 or THE LATEST COITION or TIC UIIrCON OOLONG VW:, ALL PRAYING 410045 AND 0094.01046 S4W.L BE As WW /ACTIFCO % iIurSU)N OOIFANY co OTHER *PVR0W(D COWL. WITH IC80 CERTIFICATION. ALL NAIL 101.01 IM fWMI1G NN010013 NO 000 01ORS WALL B[ FILLED WITH NAILS 0E4 yU4/ICTIACIK PUBLIAEO HAIL 51265, ALL 804.15 SMALL BE ASTM A307 1(4.15 1/QTALLW arm STEEL WAVERS. ALL EYPANSION BOLTS SHALL RTE HMI NMIM BOLE 11'0 AN APPRO60 ICBO RATED PROQICT. N1409 . -eyes° Na.V 1MDs LOAD -- 23 PSF ROOT DEAD; L:Gw -=- is Psr VOA. 1441 IRA[ 1040 -- 30 P44 5Ets1i0' Z� 3 SETpt aiC OM)E/i1c1ENT. CR-- 7 30 . :. Iarcom10E FACTOR 1.21 , ;KortircI?S..REOlit51 PREFASRICATED 1000 •I' JOISTS: P40V10E JOISTS AS •MAMJFA01URE0.91 STA/0AR0 $0RUCTUIt$ 444.-04 FM MFROOED SUB6T4T4T( WITN'II CLiI9ENT IC90. APP40YAL. '0(S10N, FABRICATE 414/:ERECT IN A0000ANCE WITH THE MPL.ICJIBCE 4000 REPORT. JOIST 1ANLFYCTWER SHALL SUONIT SHOP OWN= AND CALaJLAT■0IS'.P0R REv1EL1 PRIOR TO FABRICATION. PROVIDE SEALED' CKCI.AT10i6;8V ACIVIL OR 511N.C10141. ENG1NEER REGISTERED IN 1K STATE IN IAH01 TN( PIi64(CT,IS:000ATEO rot ALL JOISTS. .CA1.CU1.AT1(IS SHALL IHCLLOE DEFLEC140N Alp GMB(R REWIREKNTS. FRAMING LUMBER; DAM VALVES FOR 041E4110N LARGER r0 _.(P51,) SPECIES LEAB(9' 3ING10 FY(PSI) ((P51) PA/ /(451) 4 ORWE Ns MEMBERS B!0'- 73 1;300.000 1200' l ►is_5. 2A LCNBERS BTS BS 1,000,000 1300 00,40 ria-42 FRAYING LUMBER SNAP. COOLY NITA THE LATEST EDITION OF ENE ORr,o1ND.IWLTS K' Or T WESTERN 4006 PRODUCTS ASSOCIATION OR 114E MIST (MAST 'Nieto INSPECTIONS,OUREAU.- ALL SAMi LUMBER SHALL OE STAMPED WITH,TIt.'TAADE WIN . E Or AN APPROVED GRADING AGENCr, YD11TLNE CONTENT SHALL /OT. EIICEW -IDS • MANE Prepared For: ACCO Engineered Systems Sold To: ACCO Engineered Systems 835 North Central Ave Ste 132 KENT, WA 98032 Submittal Date: October31, 2012 Customer P.O. Number: Customer Project Number: Job Number: Job Name: Integra Trane U.S. Inc. dba Trane is pleased to provide the enclosed submittal for your review and approval. Product Summary Qty Product 1 3 -10 Ton R -410A PKGD Unitary Cooling Rooftop 1 Adapter Curb Blake Thedford Trane Phone: (425) 586 -1299 Cell: (206) 375 -5638 Fax: (425) 643 -4314 The attached information describes the equipment we propose to furnish for this project, and is submitted for your approval. J:IJOBSI1251628371411ntegra - 5T - Submittal.doc M Isc —� Integra Unit Dimensions - 3 -10 Ton R -410A PKGD Unitary Cooling Rooftop Item: Al Oty: 1 Tag(s): 5T 15SEER EVAPORATOR SECTION ACCESS PANEL -,, CONDENSATE DRAIN (ALT) 3/4' -14 NPT DIA. HOLE - -TOP PANEL October 31, 2012 — CONDENSER FAN 4 1/4' I rte. L 27 5/8° 47 7/8" 2' ELECTRICAL CONNECTION (SINGLE POINT POWER WHEN HEAT INSTALLED) - - - - --- THROUGH THE BASE 27 5 /8' CONDENSATE - - --`�� r-- SUPPLY 4 1/8' 1 33' �-1 L RETURN -- CONDENSER COIL -UNIT CONTROL WIRE 7/8" DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8" DIA. HOLE -- "--UNIT POWER WIRE --CONTROL AND COMPRESSOR ACCESS PANEL 32 1/8" • 171/2' 97/8' 17 I/2'_ ; .o -35/8' PLAN VIEW UNIT DIMENSION DRAWING 4— RETURN 1 SUPPLY 23 7/8" -- 00 NOTES: 1. THRU -THE -BASE ELECTRICAL IS NOT STANDARD ON ALL UNITS. 2. VERIFY ALL DIMENSIONS WITH INSTALLER DOCUMENTS BEFORE INSTALLATION. 4 3/4' • —T 91/4'7/-°i 93/8' x°'-163/4' --a+ H37/8' CON NSATE-- 41 PACKAGED COOLING 18 1/2 • 9 _ 5 5/8' 41/4'- 5 5/8' 7 5/8" DIMENSION DRAWING HORIZONTAL AIR FLOW FLD = Furnished by Trane U.S. Inc. dba Trane / Equipment Submittal Installed by Others Page 7 0116 Integra Weight, Clearance & Rigging Diagram - 3 -10 Ton R -410A PKGD Unitary Cooling Rooftop Item: Al Qty: 1 Tag(s): 5T 15SEER (D\ CORNER WEIGHT October 31, 2012 NSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS ECONOMIZER 36.0 lb MOTORIZED OUTSIDE AIR DAMPER MANUAL OUTSIDE AIR DAMPER BAROMETRIC RELIEF OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST 80.0 lb HEATER REHEAT THROUGHT THE BASE ELECTRICAL (FIOPS) UNIT MOUNTED CIRCUIT BREAKER (FIOPS) UNIT MOUNTED DISCONNECT (FIOPS) POWERED CONVENIENCE OUTLET ( FIOPS) HINGED DOORS ( FIOPS) 12.0 Ib HAIL GUARD 20.0 Ib SMOKE DETECTOR, SUPPLY / RETURN 7.015 NOVAR CONTROL BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET OA 219.0 Ib © 135.0 Ib (E) LENGHT (F) WIDTH 774.015 679.0 Ib 189.0 Ib DO 137.015 43' 21' NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2, TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3. BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL WEIGHT, ADO ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. RIGGING AND CENTER OF GRAVITY FLD = Furnished by Trane U.S. Inc. dba Trane Equipment Submittal Installed by Others Page 10 of 16 PLAN1 rts1G SLIP ACTIVITY NUMBER: M12 -186 PROJECT NAME: INTEGRA TELECOM SITE ADDRESS: 13075 GATEWAY DR X Original Plan Submittal Response to Incomplete Letter # DATE: 11-27 12 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Alin'&111■In Public Works ❑ Fire Prevention ER Structural Planning Division n ❑ Permit Coordinator It DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -29 -12 Complete `1Y/" Incomplete ❑ Comments: Not Applicable 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 REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 12 -27 -12 Approved Approved with Conditions Not Approved (attach comments) n 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 Contractors or Tradespeople liter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with Lal 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 ACCO ENGINEERED SYSTEMS INC UBI No. 601003669 Phone 2538548444 Status Active Address 6265 San Fernando Rd License No. ACCOESI971DU Suite /Apt. License Type Construction Contractor City Glendale Effective Date 3/31/2003 State CA Zip 91201 County Out Of State Business Type Corporation Parent Company Expiration Date 10/17/2013 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name yP Type Specialty 1 P y Specialty 2 P y Effective Date Expiration Date Status AIRCOCI131KQCONDITIONING AIR COMPANY INC Construction Contractor Air Conditioning Plumbing 5/18/1987 10/2/2003 Archived AIRCOI'221JL AIR CONDITIONING COMPANY INC Construction Contractor Air Conditioning Boiler /Steam Fit /Prot Piping 4/13/1978 4/13/1981 Archived Business Owner Information Name Role Effective Date Expiration Date AVERSANO, JOHN PAUL President 03/17/2003 KESSLER, ROBERTA A Secretary 03/31/2003 PETERSEN, JOHN GORDON Treasurer 10/17/2011 HANSEN, JOHN WALTER Vice President 10/17/2011 NARBONNE, PETER HENRY Vice President 01/22/2004 BROWN, ROBERT A Treasurer 03/31/2003 10/17/2011 KRASSENSKY, RONALD Vice President 01/22/2004 10/17/2011 HAMMOND, ROBERT T Vice President 01/22/2004 10/17/2011 MARRS, JEFFREY R Vice President 01/22/2004 10/17/2011 VLICK, ROBERT P Vice President 03/31/2003 10/17/2011 RICHTER, CHARLES K Vice President 01/22/2004 10/17/2011 WESTPHAL, KENNETH B Vice President 01/22/2004 10/17/2011 YATES, RICHARD D Vice President 01/22/2004 10/17/2011 GOODMAN, MILTON L Vice President 01/22/2004 10/17/2011 SMITH, STEVEN J Vice President 01/22/2004 10/17/2011 LUDOLPH, DOUGLAS E Vice President 11/06/2006 10/17/2011 BOYSEN, THOMAS C Secretary 01/22/2004 11/06/2006 MCNAMARA, WILLIAM B Vice President 03/31/2003 09/01/2004 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 FIDELITY a DEPOSIT CO OF MD 08030409 10/01/2001 Until Cancelled $12,000.00 10/02/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information IlnsurancelCompany Name' Policy Number 'Effective DatelExpiration DatelCancel DatelImpaired Date' Amount 'Received Date' https: // fortress .wa.gov /lni/bbip/Print.aspx 12/18/2012 SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical ID Electrical xi, Plumbing Gas Piping City of Tukwila 8 DiViSION INTEGRA TELECOM ROOFTOP HVAC UPGRADE 1305 GATEWAY DR. TUKWILA WA 98168 ACCO JOB #1450283 engineered systems 835 NORTH CENTRAL AVENUE, SUITE #132, KENT, WASHINGTON, 98032 OFFICE (253) 854 -8444 FAX (253) 854 -8220 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1. 220 City of u wila BUILDING VISION FILE COPY Permlt No. VVIA% Plan review approval is subject to errors and pia Approval of construction documents does not author!, tic Vz!ation of any adopted code or ordinance. Re: e£ 01 approved Field Cc* and conditions is acknowtedg gy. PJ41� City Of 1 ikwila BUILDING DIVISION HVAC LEGEND DUCT SYMBOL LEGEND PIPING SYMBOL LEGEND ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBRV. DESCRIPTION ABBRV. DESCRIPTION ABBRV. DESCRIPTION (N) 0 (E) NEW(N) & EXISTING(E) RECTANGULAR SUPPLY AIR DUCT RISER '- MANUAL VOLUME DAMPER t ♦ AUTOMATIC AIR VENT ABV• A/C A.D. ADJ. A.F.F. A.P. APPROX. & ® BD. B.D.D. B.F. BF.V. B.O.D. B.O.P. B.V. BLDG. BTM. CLG CFM CH.V. CHWR CHWS CMU CONC. CONN. CONT'R. CWR CWS COND. ' DMP R. DET. D/L DWG (E) EA. E.A. EAG EAR EL ELB ELECT. ELEV. EQUIP. IXH EXP EXT. (F) F.C. FD FIN. FLEX FLR FSD FT. ABOVE AIR CONDITIONING ACCESS DOOR ADJACENT ABOVE FINISHED FLOOR ACCESS PANEL APPROXIMATE AND AT BOARD BACKDRAFT DAMPER BOTTOM FLAT BUTTERFLY VALVE BOTTOM OF DUCT BOTTOM OF PIPE BALL VALVE BUILDING BOTTOM CEILING CUBIC FEET PER MINUTE CHECK VALVE CHILLED WATER RETURN CHILLED WATER SUPPLY CONCRETE MASONRY UNIT CONCRETE CONNECTION CONTRACTOR CONDENSER WATER RETURN CONDENSER WATER SUPPLY CONDENSATE DAMPER DETAIL DOOR LOUVER DRAWING EXISTING EACH EXHAUST AIR EXHAUST AIR GRILLE EXHAUST AIR REGISTER ELEVATION ELBOW ELECTRICAL ELEVATOR EQUIPMENT EXHAUST EXPANSION EXTERIOR FUTURE FLEXIBLE CONNECTION FIRE DAMPER FINISH FLEXIBLE FLOOR FIRE SMOKE DAMPER FOOT (FEET) GA. GALV. G.I. G.V. GEN. GPH GPM GYP HGT. HI. H.O.A. HR. HWR HWS I.D. IN. " / INSUL INT. (L) L LBS. LD. MA MACH. MAN. MAX. M.D. MECH. MFR. MIN. MISC. MTD MIL. MTR. M.U.A. M.V.D. (N) N/A NC N.I.C. NO NO N.R. NTS O.C. O.D. OPER. OPP. OPN'G. O.S.A. P.O.C. PLUMB'G. P.S.I. GAUGE GALVANIZED GALVANIZED IRON GATE VALVE GENERAL GALLONS PER HOUR GALLONS PER MINUTE GYPSUM HEIGHT HIGH HAND - OFF -AUTO HOUR HOT WATER RETURN HOT WATER SUPPLY INSIDE DIMENSION INCH INSULATION INTERIOR LINED LONG POUNDS LINEAR DIFFUSER MIXED AIR MACHINE MANUAL MAXIMUM MOTORIZED DAMPER MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL MOTOR MAKE UP AIR MANUAL VOLUME DAMPER NEW NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NUMBER NOT RATED NOT TO SCALE ON CENTER OUTSIDE DIMENSION OPERATING OPPOSITE OPENING OUTSIDE AIR POINT OF CONNECTION PLUMBING POUNDS PER SQUARE INCH (R) R R.A. RAG RAR RND. REQD R. RF. RM. S.A. SAG SAR S.D. SHT. S.I. S.M. SQ. S.S. STD. STRUCT. SUSP SW SWG SWR T.F. T.O.D. T.O.P. TRANS. T'STAT �. UBC U.C. U.G. UMC U.N.O. U.T.R. V. VAV VLV. VSD VOL WMS WT. RELOCATE RADIUS RETURN AIR RETURN AIR GRILLE RETURN AIR REGISTER ROUND REQUIRED REVISION ROOF ROOM SUPPLY AIR SUPPLY AIR GRILLE SUPPLY AIR REGISTER SMOKE DETECTOR SHEET SOUND INSULATION SHEET METAL SQUARE STAINLESS STEEL STANDARD STRUCTURAL SUSPENDED SWITCH SIDE WALL GRILLE SIDE WALL REGISTER TOP FLAT AIR GRILLE TOP FLAT OF DUCT TOP OF PIPE TRANSFER THERMOSTAT TYPICAL UNIFORM BUILDING CODE UNDER CUT UNDER GROUND UNIFORM MECHANICAL CODE UNLESS NOTED OTHERWISE UP THROUGH ROOF VENT VARIABLE AIR VOLUME VALVE VARIABLE SPEED DRIVE VOLUME WIRE MESH SCREEN WEIGHT GENERAL NOTES, EQUIPMENT SCHEDULE, SITE PLAN (N) h' (E) NEW(N) & EXISTING(E) RECTANGULAR RETURN AIR DUCT RISER ® MECH. CONT'R. TO PROVIDE EQUIPMENT & INSTALLATION (U.N.O.) BALL VALVE I 194 (N) L 71(E) NEW(N) & EXISTING(E) RECTANGULAR EXHAUST AIR DUCT RISER I - MOTORIZED DAMPER (ELECTRIC) —�r7� BUTTERFLY VALVE (N) Q 4 (E) NEW(N) & EXISTING(E) ROUND AIR DUCT RISER MOTORIZED DAMPER (PNEUMATIC) f BLIND FLANGE ¶.1)z (E) NEW(N) & EXISTING(E) ALUMAFLDC SINGLE LINE RECTANGULAR OR ROUND DUCT (UNLESS NOTED OTHERWISE) ® POINT OF CONNECTION �,'r— CHECK VALVE (N) (E NTBN(N) & EXISTING(E) GALVANIZED DOUBLE LINE RECTANGULAR OR ROUND DUCT (UNLESS NOTED OTHERWISE) RETURN AIR GRILLE (NEW & EXISTING - 24x24 PANEL) CIRCUIT SETTER }�� T X7 EXISTING DUCTWORK TO BE DEMOLISHED PA RETURN AIR REGISTER (NEW & EXISTING - SURF. MTD.) `' DRAIN (ROOF, FLOOR) X-' �"}5? SINGLE & DOUBLE UNE DUCTWORK WITH TRANSITIONAL FITTING RETURN AIR GRILLE - 24x12 (NEW & EXISTING - T -BAR CEIL'G.) - Q END CAP SQUARE ROUND IDD SQUARE TO ROUND TRANSITIONAL FITTING REVISION CLOUD MI I FLOW SWITCH SQUARE OVAL EI:3f���� SQUARE TO OVAL TRANSITIONAL FITTING /X\ REVISION DELTA -- GATE VALVE r�i �z JJ��� ET 90' RADIUS ELBOW C), 90' SQUARE ELBOW WITH TURNING VANES © l U) (5 ROUND CEILING DIFFUSER (NEW do DOTING) `'` FLEXIBLE CONNECTION ,... O Q T( ROUND DUCT TURNING DOWN O, RECT. DUCT. TURNING DOWN 0 1 SECTION NUMBER SECTION CALL OUT SYMBOL SHEET NUMBER FLOW CONTROL MC AT AIR TIGHT (DOOR, SHAFT, ETC.) BY OTHERS. SUPPLY AIR GRILLE (NEW & EXISTING - 24x24 PANEL) T PETE'S PLUG t' �- BACK DRAFT DAMPER SUPPLY AIR REGISTER (NEW & EXISTING - SURF. MID.) PIPE (NEW) _ " OR DUCT ACCESS PANEL OR DOOR �$ SMOKE DETECTOR (AREA TYPE) PIPE (EXISTING) OPCEILING CENTER UNE �_ SMOKE DETECTOR (DUCT TYPE) -' Q ' • PRESSURE GAUGE WITH COCK -DETAIL NUMBER DETAIL CALL OUT SYMBOL —SHEET NUMBER SIDE WALL REGISTER, GRILLE �-�-� REDUCER EXHAUST AIR GRILLE (NEW &EXISTING - 24x24 PANEL) ® WALL SWITCH PIPE RISER CALL TYPE OUT SYMBOL —RISER NUMBER E X / EXHAUST AIR REGISTER (NEW & EXISTING - SURF. MTD.) O It THERMOSTAT WITH ZONE NUMBER SCHRAEDER VALVE EO ELECT. CONN. LOCATION TO EQUIP. (APPROX.) BY ELECT. CONT'R. TRANSFER AIR GRILLE (NEW & EXISTING - SURF. MTD.) --�— STRAINER ■ �� EQUIPMENT TAG LABEL COOLING ONLY VAV BOX WITH SQUARE TO ROUND OUTLET STRAINER W /DRAIN VALVE AND HOSE ADAPTER e _ _ __ ARE DAMPER (SINGLE UNE AND DOUBLE UNE) I• *111 REHEAT VAV BOX WITH SQUARE TO ROUND OUTLET TEMPERATURE SENSOR WELL .� __._._ ® FIRE /SMOKE DAMPER (SINGLE UNE AND DOUBLE UNE) COOLING ONLY VAV BOX WITH RECTANGULAR LINED S.M. PLENUM THERMOMETER __._, r -- , IL - - --JI FIRE DAMPER LABEL REHEAT VAV BOX WITH RECTANGULAR LINED S.M. PLENUM TRIPLE DUTY VALVE - --I 1- - -- J �--/ FIRE /SMOKE DAMPER LABEL 12'0 -4W 12x12 -4W 250 CFM 250 CFM DIFFUSER NECK SIZE -AIR- PATTERN -AIR VOLUME UNION —�I 1 I \ iIIIIIIIIIIIIIIII\���� \ FLEXIBLE DUCT VENT 1 1 UNEAR DIFFUSER (SUPPLY OR RETURN) ® VICTAULIC COUPLING (3) WATER FLOW DIRECTION DRAWING SCHEDULE LOG 11/20/2012 ISSUED FOR PERMIT W c DWG NC). DRAWING TITLE AC0.00 COVER SHEET, DRAWING INDEX AND SYMBOL LEGEND • AC0.01 GENERAL NOTES, EQUIPMENT SCHEDULE, SITE PLAN • AC1.01 1ST FLOOR HVAC PLAN • AC1.02 2ND FLOOR HVAC PLAN • AC1.03 ROOF HVAC PLAN SCOPE OF WORK INSTALL (1) 5 TON AC UNIT, CORRESPONDING DUCTWORK, AND THERMOSTAT. REVISIONS No changes shalbe l made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. kECtIvtU CITY OF TUKWILA NOV 27 2012 PERMIT CENTER MIS -18 NON— INFRINGEMENT STATEMENT THE WORK SHOWN ON THIS PLAN DOES NOT ADVERSELY INFRINGE UPON THE EXISTING LIFE SAFETY SYSTEM OF THIS BUILDING. ISSUED FOR PERMIT DATE: 11/20/12 engineered systems 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854 -8444 THE WITHIN DESIGN IS EXCLUSIVELY OWNED BY ACCO ENGINEERED SYSTEMS, AND IS NOT INTENDED FOR PUBLICATION. EXHIBITION HEREOF IS SOLELYFOR THE PURPOSE OF EFFECTING A SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND OR CONTROLS SYSTEMS. /A\ 11/20/12 No. Date Revisions ISSUED FOR PERMIT Description MJH By i Project INTEGRA TELECOM 13075 GATEWAY DR. TUKWILA WA 98168 Title COVER SHEET, DRAWING INDEX, & SYMBOL LEGEND Designed By Drawn By 1450283 Job Number NONE Checked By BW Project Manager A Scale 1450283_CS File Name 1 Of 5 Sheets PACKAGE AIR CONDITIONING UNIT (AIR COOLED) SYMBOL SYMBOL LOCATION MANUFACTURER Sc MODEL No. SERVING CFM E.S.P. REF. COOLING 20" COMP'R COND. EVAP. FAN EXH. FAN FLA VOLTAGE MCA MFA MOCP EER WEIGHT Ib s ) REMARKS TOTAL MBH SENSIBLE MBH EDB EWB AMB QTY. RLA QTY. FLA BHP HP FLA R ROOF TRANE THC060F4ROA POWER ROOM 111 2010 0.75 410A 59.9 45.9 74 62 83 1 7.1 1 1 0.72 1 4 3.3 460V/30 13.8' 20 - 15 1030 RETURN AIR SMOKE DETECTOR, 7 -DAY PROGRAMMABLE TTSTAT, DX COOLING, ECONOMIZER 0 -100 %, FROSTAT, MICROPROCESSOR CONTROLS, POWER EXHAUST. ® (E, PLThk C- 'c 2 (E AY HEX - 6•tEAD;:SELF DMLLII SOIL OI EAOI-t REF wit ADAPTER (TOTS (1 AT :LO T; "r ICI • 4' OD SC:.:5T - r . ( ) . FRO 1 E I-I I �4hl� III -AL'f4 I~IIDDLE E. CTOTAL (4.. -t T►'A` j 'c f4 )-' .TF,4" SflLN;, ( v cO ) aTRUCTU AI, i' Irt f )' calms c 12/09/2014 135 A "CIE I- WEX? WEAP 4''F.±"I A (TOTAL I- till{ + 4" 00) t Li u 1 .h11D L (TOTAL II /-* ISO SC E AT IOB=:TEI; . f3AYr )- 1 TP4" I`"II OLE ''TOTAL (4;- 'L.ATA " 4 ; 64)- "LT (E.) eiT I S, Ir r 21 14 14 i �'.L�I,,. . ILI- �E� °t LLi,4' FIRE & SMOKE DAMPER SCHEDULE SYMBOL TYPE & USE VOLTAGE SLEEVE LENGTH SIZE DESCRIPTION FSD COMBINATION HIGH VELOCITY 120V -10 20" 24"X12" 1 -1/2 HOUR WALL RATED FIRE /SMOKE DAMPER, FIRE STAT AND POSITION INDICATOR, STATE FIRE MARSHAL APPROVAL AND U.L. LABEL ® FSD COMBINATION HIGH VELOCITY 120V -1O 20" 24 "X12" 1 -1/2 HOUR WALL RATED FIRE /SMOKE DAMPER, FIRE STAT AND POSITION INDICATOR, STATE FIRE MARSHAL APPROVAL AND U.L. LABEL SD CIRCUIT BREAKER OR FUSED DISCONNECT OYF'•) REVIE pFOR iIVE CODE COMPLIANCE OVED APP DEC 122012 City of Tukwila BUILDING DIVISION AIR DISTRIBUTION OUTLET SCHEDULE MARK DESCRIPTION MANUFACTUER & MODEL No. DESCRIPTION CD -1 SUPPLY AIR CEILING DIFFUSER TITUS 50F -NT 24 "x24" EGGCRATE GRILLE, ALUMINUM, T -BAR LAY -IN, BLACK FINISH. PROVIDE WITH ROUND NECK ADAPTER RAG -1 RETURN /EXHAUST AIR CEILING GRILLE TITUS 50F -NT 24'x24" EGGCRATE GRILLE, ALUMINUM, T -BAR LAY -IN, BLACK FINISH. PROVIDE WITH ROUND NECK ADAPTER RAG -2 RETURN /EXHAUST AIR GRILLE TITUS PAR 241'x24" PERFORATED FACE, STEEL FLUSH FACE, T -BAR LAY -IN, BLACK FINISH EAG -1 RETURN /EXHAUST AIR GRILLE TITUS PAR 24`x24" PERFORATED FACE, STEEL, FLUSH FACE, T -BAR LAY -IN, BLACK FINISH, PROVIDE WITH ROUND NECK 460V- 30 -60HZ 1 1 1 0 120V- 10 -60HZ R G Yi Y2 W1 0 0 0 0 0 1 0 0 0 0 0 R G YI O C 7 -DAY PROGRAMMABLE rSTAT. O 24V WIRING ROOFTOP AC UNIT SCALE: NONE DUCT SMOKE DETECTOR LISTED FOR RELEASING SERVICE MOUNT UPSTREAM OF AIR FLOW ACTUATOR MOTOR 22( >2( FIRE /SMOKE DAMPER SCALE: NONE SITE MAP L. AREA OF WORK PROPERTY UNE M «� VICINITY MAP ASSESSOR'S PARCEL NUMBER: 0004800010 DUCT INSULATION SCHEDULE DUCT TYPE R- VALUE INSULATION SUPPLY OR RETURN, NOT WITHIN CONDITIONED SPACE 70 1.5 -3.0 # /CF, 2" FOIL FACED WRAP SUPPLY OR RETURN, NOT WITHIN CONDITIONED SPACE: EXPOSED TO WEATHER 7.0 " 1.5 -3.0 # /CF, 2 DUCT LINER OUTSIDE -AIR INTAKE 7.0 WRAP .0 # /CF, 2" FOIL FACED OUTSIDE -AIR DUCT UPSTREAM OF THE CONTROL DAMPER (SEE NOTE 3) 11.0 3 -1/2" FOIL FACED WRAP SUPPLY RETURN, OR OUTSIDE AIR, NOT WITHIN CONDITIONED SPACE: IN CONCRETE, IN GROUND. 5'3 1.5 -3.0 # /CF, 1 -1/2" FOIL FACED WRAP SUPPLY - WITHIN CONDITIONED SPACE: (AIR TEMPERATURE)<55'F OR (AIR TEMPERATURE) >105F 3.3 • 1.5 -3.0 # /CF, 1" FOIL FACED WRAP EXHAUST DUCT 0 NONE NOTES: 1. THIS SCHEDULE DERIVED FROM 2009 SEATTLE ENERGY CODE SECTION 1414.2 AND TABLE 14 -5. 2. SEE FLOOR PLANS FOR LINED DUCT. 3. CONTROL DAMPER MUST MEET 2009 SEATTLE ENERGY CODE 1412.4.1. DUCTWORK NOTES 1. ALL PRODUCTS SHALL COMPLY WITH SMACNA DUCT CONSTRUCTION STANDARDS, FIRST EDITION, 2009 SEATTLE MECHANICAL CODE (SMC), AND 2009 SEATTLE ENERGY CODE (SEC). 2. SEAL ALL DUCTWORK AS REQUIRED. 3. DUCT SUPPORT PER SMC 603.10. MAXIMUM FLEX LENGTH IS THE LESSER OF 8' -0 ", IMC SECTION 603.6, OR THE MANUFACTURER'S INSTRUCTIONS. SUPPORT WITHOUT SAGS OR KINKS. FLEXIBLE .,p4QTS,_ ARE UL LISTED 181 FLEX AIR DUCT OR FLEX CONNECTOR. 4. ALL DUCTWORK SIZES SHOWN ARE SHEET METAL SIZES. SUBTRACT• APPROPRIATE "'DIMENSION" FOR.`.> LINING TO OBTAIN CLEAR DIMENSIONS. FOR EXTERNAL CLEARANCES INCLUDE REINFORMENT & TRANSVERSE JOINTS WHERE APPLICABLE. 5. DIFFUSER POSITIVELY ATTACHED TO CEILING GRID PER IBC, ASTM yC 635 6. ALL SUPPLY AIR DUCTWORK TO BE 2" W.C. PRESSURE CLASS, EXCEPT DUCTWORK DOWNSTREAM OF VAV BOXES AND HEAT PUMPS MAY BE 1" W.C. PRESSURE CLASS UNLESS OTHERWISE NOTED. 7. ALL EXHAUST DUCTS TO BE 1" W.C. PRESSURE CLASS, UNLESS OTHERWISE NOTED. FLOOR RUNOUTS MAY BE 1" W.C. PRESSURE CLASS. 8. ALL RETURN DUCT SHALL BE 1" W.C. PRESSURE CLASS UNLESS OTHERWISE NOTED. GENERAL NOTES !IEffl `ENERGYCODE 1. ALL WORK TO CONFORM TO 2009 ECHANICAL CODE (SMC), 200 (SEC), AND AUTHORITIES HAVING JURISDICTION. 2. ALL EQUIPMENT SHALL BE REGULARLY CATALOGED ITEMS OF THE MANUFACTURER AND SHALL BE SUPPLIED AS A COMPLETE UNIT IN ACCORDANCE WITH THE MANUFACTURER'S __STANDARD SPECIFICATIONS AND ANY OPTIONAL ITEMS REQUIRED FOR PROPER INSTALLATION UNLESS OTHERWISE NOTED. 3. ADJUSTING AND BALANCING: ADJUST EACH PART OF SYSTEM TO INSURE PROPER FUNCTIONING OF ALL CONTROLS, SPECIFIED AIR DISTRIBUTION, AND ,ENTIRE SYSTEM LEFT IN OPERATING CONDITION. 4. ACCESS DOORS AND /OR ACCESS PANELS THROUGH FIRE RATED WALLS, SHAFTS, CEILINGS, ETC., MUST EQUAL THE MATERIAL PENETRATED. 5. ALL APPUANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. 6. ALL EQUIPMENT SHALL BE LABELED PER PLANS. 7. PROVIDE NEC CODE MINIMUM WORKING CLEARANCE IN FRONT OF ANY ELECTRICAL PANEL. OFFSET EQUIPMENT AS REQUIRED. 8. T'STATS SHALL BE 7 DAY PROGRAMMABLE W /5' DEADBAND. ' 9. MECHANICAL SYSTEMS SHALL BE COMMISSIONED IN COMPLIANCE WITH SEC 1416 ELECTRICAL NOTES 1. WIRING AND INSTALLATION SHALL CONFORM TO ALL GOVERNING CODES. 2. 3..® 4. 5. 6. CD4 7.(ggs 8. 9. INDICATES ITEMS FURNISHED BY THE INDICATES ITEMS FURNISHED BY THE INDICATES ITEMS FURNISHED BY THE INDICATES ITEMS FURNISHED BY THE ELECTRICAL CONTRACTOR. MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR. BUILDING AUTOMATION SYSTEM CONTRACTOR F C E I V E D INDICATES ITEMS FURNISHED BY THE FIRE /ALARM CONTRACTOR. INDICATES EMERGENCY POWER. INDICATES UNE VOLTAGE (120V OR MORE) WIRING. INDICATES "LOW VOLTAGE" (24V OR LESS) WIRING. CITY OF TUKWIL NOV 272012' PERMIT CENTER 10. ALL COPPER AND /OR ALUMINUM CONDUCTOR CONNECTIONS SHALL BE MADE AS PRESCRIBED BY ESTABLISHED ELECTRICAL INDUSTRY AND ENGINEERING STANDARDS. EXTREME CARE MUST BE TAKEN WHEN CONNECTIONS INVOLVE DISSIMILAR METALS. 11. FROM 2009 SMC SEC. 301.7: ELECTRICAL WIRING, CONTROLS AND CONNECTIONS TO EQUIPMENT AND APPUANCES REGULATED BY THIS CODE SHALL BE IN ACCORDANCE WITH NFPA 70. NON- INFRINGEMENT STATEMENT THE WORK SHOWN ON THIS PLAN DOES NOT ADVERSELY INFRINGE UPON THE EXISTING LIFE SAFETY SYSTEM OF THIS BUILDING. ISSUED FOR PERMIT DATE: 11/20/12 engineered systems 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854 -8444 THE WITHIN DESIGN IS EXCLUSIVELY OWNED BY ACCO ENGINEERED SYSTEMS, AND IS NOT INTENDED FOR PUBLICATION. EXHIBITION HEREOF IS SOLELY FOR THE PURPOSE OF EFFECTING A SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND OR CONTROLS SYSTEMS. AREA OF WORK a r K mis • • KEY PLAN A A11/20/12 No. Date Revisions ISSUED FOR PERMIT Description MJH By Project INTEGRA TELECOM 13075 GATEWAY DR. TUKWILA WA 98168 Title GENERAL NOTES, EQUIPMENT SCHEDULES, & POWER LOADS MJH DB Designed By Checked By MJH BW Drawn By 1450283 Job Number NONE Project Manager ACO.O1 Scale 1450283_ES File Name 2 Of 5 Sheets giFEaaVEga rte±.,'".. _aS, ? ":', r sir 1,F .,F�' a4, tirmlt wu:3i leii,R�»✓SalJln wtfw''��k.': 3.'L'�:iry 24 "x12" 20 "0 RA DOWN TO POWER ROOM 111 — 24"x12" BOD =9' -2" AFF REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION l,. 18 "0 SA DOWN TO POWER ROOM 111 J PARTIAL SECOND FLOOR HVAC PLAN � SCALE: 1/8 " =1' -0" 24 "x12" " W/ \_134.; JNING 18 UP TO RTU -5 (SEE AC1.03) FIELD CONFIRM LOCATION OF (E)STRUCTURE TYP. 16"x20" Tee To. f .k?`... AM3. FI '"F.a:.:::, '"I T:i S .i S ,t.. ± `"" `.'sak,ztu ,..137154 AVEZETEid M(2486 RECEIVED CITY OF TUKWILA NOV 2 7 2012 PERMIT CENTER UTILITY NOTES : -EH DENOTES POWER AND /OR CONTROL WIRING TO EQUIPMENT BY ELECTRICAL CONTRACTOR NON- INFRINGEMENT STATEMENT THE WORK SHOWN ON THIS PLAN DOES NOT ADVERSELY INFRINGE UPON THE EXISTING LIFE SAFETY SYSTEM OF THIS BUILDING. ISSUED FOR PERMIT DATE: 11/20/12 engineered systems 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854 -8444 THE WITHIN DESIGN IS EXCLUSIVELY OWNED BY ACCO ENGINEERED SYSTEMS, AND IS NOT INTENDED FOR PUBLICATION. EXHIBITION HEREOF IS SOLELY FOR THE PURPOSE OF EFFECTING A SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND OR CONTROLS SYSTEMS. AREA OF WORK KEY PLAN n No 11/20/12 Date Revisions ISSUED FOR PERMIT Description MJH By Project INTEGRA TELECOM 13075 GATEWAY DR. TUKWILA WA 98168 Title FIRST FLOOR HVAC PLAN MJH DB Designed By Checked By MJH BW Drawn By Project Manager 1450283 Job Number AS SHOWN Scale 1450283 F1 File Name ACI.02 4 Of 5 Sheets. I : 1 3 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 2 2012 City of Tukwila BUILDING DIVISION -3, L L FIELD CONRRM (E)EF-1 OPERATIONAL (180 CFM) MECHANICAL EQUIPMENT WILL BE SCREENED BY EXIS ING ROOF DARAPETS • 3 .---- -... .... .... / , .... / , ;te 4" — (7_- - ,TJ); CLI i 5 \ ' ■ , i(1030 LBS) II RTU-5 INSTALLED O EXISTING ROOF CURB. SEE 6C0.01 FOR CURB STRUCTURAje REINFORCEMENT DETAIL SECTIOyA/B ‘ ./.. 'e. oe.. .3.3. ...• eft.. eft,. .,.... ..... ..- -- .—.. .—. — ......—• .-- rt, J--- ---r:/ 1,---- PARTIAL ROOF HVAC PLAN SCALE: 1I8=1.-o" \c, rt, 1 1 RECEIVED CITY. OF TUKWILA NOV 2 7 2012 PERMIT CENTER UTIUTY NOTES : -RH DENOTES POWER AND/OR CONTROL WIRING TO EQUIPMENT BY ELECTRICAL CONTRACTOR CONDENSATE LINE W/ TRAP TO APPROVED PLUMBING FIXTURE, NOT ROOF DRAIN, BY PLUMBING CONTRACTOR SHEET NOTES : 1. UNIT SHUTDOWN SMOKE DETECTORS ARE LOCATED WITHIN UNIT. SEE EQUIPMENT SCHEDULE. NON—INFRINGEMENT STATEMENT THE WORK SHOWN ON THIS PLAN DOES NOT ADVERSELY INFRINGE UPON THE EXISTING LIFE SAFETY SYSTEM OF THIS BUILDING. ISSUED FOR PERMIT DATE: 11/20/12 engineered systems 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854-8444 THE WITHIN DESIGN IS EXCLUSIVELY OWNED BY ACCO ENGINEERED SYSTEMS, AND IS NOT INTENDED FOR PUBLICATION. EXHIBITION HEREOF IS SOLELY FOR THE PURPOSE OF EFFECTING A SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND OR CONTROLS SYSTEMS. AREA OF WORK • ;3,131, • • • • KEY PLAN A\ 11/20/12 No. Date Revisions ISSUED FOR PERMIT Description MJH By z Project INTEGRA TELECOM 13075 GATEWAY DR. TUKWILA WA 98168 Title PARTIAL ROOF HVAC PLAN MJH DB Designed By Checked By MJH BW Drawn By 1450283 Job Number AS SHOWN Scale 1450283_RF Project Manager AC1.03 File Name 5 Of 5 Sheets