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HomeMy WebLinkAboutPermit M2000-127 - ABOVENET COMMUNICATIONSM2000 -127 AboveNet 3433 S 120 P1 City of Tukwila Permit No: M2000 -127 Type: B-MECH Categgory: NRES UMC Edition: 1997 44A4 Address: 4 k Address: 3433 S 120 PL Location: Parcel #: 102304 -•9069 Contractor License No: MCKIN **372ND MECHANICAL PERMIT (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Status: ISSUED Issued: 07/27/2000 Expires: 01/23/2001 TENANT ABOVENET COMMUNICATIONS INC 3433 S 120 PL, TUKWILA, WA 98168 OWNER SABEY CORPORATION 101 ELLIOTT AV W, #330, SEATTLE WA 98119 CONTACT RON VANCHU 5005 3 AV S, SEATTLE, WA 98124 CONTRACTOR MCKINSTRY COMPANY Phone: 206 762 -3311 5005 THIRD AVENUE SOUTH, PO BOX 24567, SEATTLE WA 98134 Phone: Phone: 206-281-8700 Phone: 206 -762 -3311 kk* k* kb* 4* 44* kk**'. kk• kk* 44*' k** 4* 4 k*** k kkk: k* 414 k4** 4*k01* * **k *kk4 Permit Description: NEW HEATING /COOLING SYSTEMS SERVING PROJECT. COMPLETE WITH AIR-COOLED CHILLERS, COMPUTER ROOM UNITS, ROOF -TOP UNITS, GAS HEAT/DX COILS AND EXHAUST FANS SERVING THE BUILDING. Valuation: 4,620,000.00 Total Permit Fee: 1,791.56 k*k-k* k *k*tk•k•AkhAA ** * *k * ** *A*•4kko. 'kk - A•AA*A 4 *** *k*4h ** ** *k'AA *A4 f ermit Center � Au'thor ized Signature__ baC I hereby certify that I have read and examined this permit and know the same to be true and correct, A l l prov i :t i c. n: of law and ordinances governing t h i s work will be complied with, whether specified here l n or mot. 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 for and obtain this building 'iv r it. `319r,atcrre :�_ _ _ Date: 0 f27/. 0 Print Name: & L RIMS __ Title: %,'.4)' _.. RhAopt.. This permit shall become null and void If the work is not commenced within 180 days from the data of Issuance, or if the work Is suspended or abandoned for a period of 180 days from the last inspection. TY OF TUKWILA Address: 3433 y 120 PL Suite: Tenant: ABOVtNET COMMUNXCATiONJ 14NC Type: 0-MECN Pa rce L # : 102304-9069 ,kk * *** * ****A• AAA• kA, l•• A• kA* k*kk AAAAk****A A* k * *kkAk****kAk# * - k****- * ******* A* Permit Conditions: 1 'Readily accessible access to roof mounted equipment is required. 2 . , P l u m b i n g permits shall be obtained through the S e a t t l e - K i n g County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296-4722). Electrical .permits shall be obtained through the War hington State Division of Labor and Industries and all ;electrical work will be inspected by that agency (248. 66:30) No changes will be made to the plans unless approved by the Engineer:` and Lhe Tukwila Building Division. A11 permits, inspection records, and approved plans shall be awa tr tb l o at the job site prior to the start of any eon - strluct lon. ` These documents are to be maintained and avail- able' until final inspection approval 1s granted, All. °uonstrubt i on to be done in conformance w i t h approved p l 4ns and requirements of the Uniform B u i l d i n g Code. (1997 Edition) as amended, Uniform Mechanical Code (1997 E d i t i o n ) and Washington State Energy Code (1997 Edition). Ve t Id 1 ty of Permit rho issuance of a permit: or approval . u plans, spec i f i cations, and computations shall not be om strued to bo - a permit. for, or an approval of, any violation of any of the p r o v i s i o n s of the b u i l d i n g g code or of any other ordinance of the jurisdiction. No permit presuming to give Authority to violate or cancel the provisions of :th1 code s h a l l ,be valid. Manufacturers installation instructions requir'd on site for the °building inspectors review. Permit No M2000 -127 tus: ISSUED A p p l i e d : 06/14/2000 Issued: 07/27/2000 Project Name/Tenant: A /f/ 11/�T � O 1 0,�0/La iGA�TAPAi 1i94 . Value 99f Mecc Equipment: 7 i Gvrwl coo Tax Parcel Number: /O2 oa 9 Phone: (A es e2______eo Fax #: (244 ) Z - i Site Addrer,s : 14.46 /d_ Cit State/Zip: P4• L �wg 91/ e � Property Owner: Street Address: /- o ( _ / . ✓r:. City State/Zip: >� -_, ,. Contractor: I�' /A/OX y� 41. Phone: ( ) �GZ "iv/ Street Address: �, . : Contact Person: a g ilev44 City S1 �`� Gig ' 1 9 '2 Fax #: G 1y�2� 2424 / .J 4.41 City State/Zip: Phone: (I ) Fax #: (C,e, ) 76� r � 26► Street Address: 6UILDINO..OWNER OR A UT ORIZED ENT. : y Date: tI . o r ` .. _ 496 Signature: /�li� / Print name: c Address: IV/ , - Pho (A79122.762. a Fax #: (mow ) y City /State/Zip: ,/ ,, Mechanical Permit Application Description of work to be done (please be specific): Current copy of Washington State Department of Labor and Industries Valid Contractor's License, If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form W.4, "Affidavit in Lieu of Contractor Registration ", Building Owner /Authorized Agents if the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the Slate of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO DE TRUE UNDER PENALTY OF PERJURY DY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Expiration of Plan Review • Applications for which no permit Is issued within 100 days following the data of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 100 days upon written request by the applicant as defined in Section 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. Date ap lication accepted: 11/2/99 meth penultdoc MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (tO Bf. FILLt:D OUT IIV APPLICAN CITY OF TUl - `'/lLA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Date ap� cation ex lies: en by: (initials) ✓ Submittal Requirements Floor plan and system layout ,Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) 1' Details and elevations (for roof mounted equipment) and proposed screening (/Heat Loss Calculations or Washington State Energy Code Form #H -7 %o .V,A,C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- ff and will be routed to the Fire prevention division for additional comments (Uniform Mechanical 1009), S ode pecifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. V Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632,1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal RESIDENTIAL: Two complete sets of attachments required with application submittal amimmamoor IMP Parcpno.aoo NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. Suh►nil(.�l R quiremenis New Single Family Residence Heat loss calculations or Form H•6. Equipment specifications. Change -out or replacement of existing mechanical equipment El Narrative of work to bo done includin ; modification to duct work. Installation of Gas Fire. lace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is In safe condition. NOTE: Water heaters and vents are Included In the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. oc, 0 �F 6341 07/31 9710 TOTAi. 44, 4k* *4 r ry or r`IIII 41,4* *A44*A h TP,U M1 r Numb k9 P003 Payment No hodt CNarCI, Permit Not Pert t~1. No s to Addrem%: MZ Ooon 41/4144 #A 444 A*444**A444.4444 4Aphm*4 *144 * 4 HA Nnprt irstui: 07/.0 1 7/41 PUT 0414 41k4* Rat* f t 4. 144 AA4A *****A44444444444444 }44 2 fund af,t; s 1.7: 07 /2w /00 1400 70 Notgttiont MCKXN$Tit '/° !nit: MEtt — *4 this :I'bvntitt A41 4 * *k4k *4414 r A n el ni � n 1 t t;ot u 000/122.100 M2000-127 'typo: 34:33 $ 120) PL k 11! 41 . 04 114. N M 1. 14 Y • ♦ 411, 4. : • w 4. 01 ♦ w M . 1 fr 4 s i + N ! . . v i v ♦ i . Il .14E VII Mt: CW(th11('AI. P E R M I T Oaf V+ .tr 791 4136 to 1 ALL Potts p1+1dncol 4 /4*oa4w0R41,44h* *4 01:11tript!on PU10 CHCCt( HL1iI s li MECHANICAL • MONPL I3 M k N M • F 1: c. !w :- 4 !. k i. D. W •4 44 4. s w u !t ►, a N 4 ♦. tts 4+ !1e 1i Y \. 1 t: b t to I. 41 1411 is t•- PERMIT NO.: Z -" I al MECHANICAL PERMIT APPLICATIONS INSPECTIONS 0 00002 Pre- construction 0 00050 WSEC Residential 0 00060 WA Ventilation/Indoor AQC 0 00610 Chimney Installation/All Types 0 00700 Framing ❑ 01080 Woodstove 01090 Smoke Detector Shut Off 01100 Rough in Mechanical 01101 Mechanical Equipment/Controls 01102 Mechanical Pip/Duct Insul 01105 Underground Mech Rough -in 01115 Motor Inspection 1400 Fire Final 01800 Final Mechanical 0 04015 Special -Smoke Control System CONDITIONS [( 0001 No changes to plans unless approved by Bldg Div al / 0014 Readily accessible access to roof mounted equipment 0016 Exposed Insulation backing material 0019 All construction to bo done in conformance w /approved plans 0002,..,,,,., Plumbing permits shall be obtained through King Co 0027...,,,,,, Validity of Permit 0003 Electrical permits obtained through L & 1 0036 Manufacturers installation instructions required on site "BTU maximum allowed per 1997 WA State Energy Code" 0041 Ventilation is required for all new rooms & spaces "Fuel burning appliances "Appliances, which generate,... "Water heater shall be anchored,,.," Addltlonal Conditions: TENANT NAME:443Q2t'x cMM T—l1C, FEES Basic Fee (Y/N) Supplemental Fee (YIN) Plan Check Fee (Y/N) Furnace/Burner to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended/Wa1VFloor•mounted Heater (qty) Appliance Vent (qty) 1- Ieating/Refrig/Coollng Unit/System (qty) Boiler /Compressor to 3 HP/ 100,000 BTU (qty) to 15 HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qty) to 50 HP/1,750,000 BTU (qty) ■_ over 50 HP/1,750,000 BTU (qty) Air Handling Unit to 10,000 cfm (qty) +-- over 10,000 Mt (qty) Evaporative Cooler (qty) Ventilation Fan (qty) 4_ Ventilation System (qty) Hood (qty) incinerator — Domestic (qty) Incinerator — Comm /ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter $S) Add'l Fees — Work w/o Permit (Y/N) Imp Outside Normal Hours (hrs) Rolnspections (hrs) Miscellaneous inspections (hrs) Add'i Plan Review (hrs) Plan Review Permit Tech: I g_ , Date: Date: 7 ? 7-Z • Sprinklers: Fire Alarm: Hood & Duct: }Wont Monitor: Pre -Fire: Permits: FINAL AFF . FRAM ar , , =.; r"' -4 3 . 4 x,-1 4 •-'rte City of Tukwila Fire Department Project Name Address .3433 `3? l .. Retain current inspection schedule Needs shift inspection a..•... ra.v■I11w11.■ Approved without correction notice Approved with correction notice issued Authorized Signature i1 hOrg it4"" TUKWZLA FIRS DSPARTMSNT FINAL APPROVAL FORM John W. pants, Mayor Thomas P. Keeje, Fire Chief Permit No. 1)1 9. - „_3 41 T.F.D. Form F.F. 85 Suite # shi Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax; (206) 575•4439 Project: 4 d , .� ,,/ , r 'type of ' �, o • :«•r�►' .. , . Address: � Q' Special instructions: Date wanted: a. • Requester: a ' 441119:41, P one: COMMENTS! mai Immo. ilippMMAIRMI Q $ r0 REIN SPECTIO / E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reins • action. Date: $eceipt No: Date: f INSPECTION RECORD • Retain a copy with permit iNSf • ON NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 iMIT NO (206)431 -3670 Approved per applicable codes. Corrections required prior to approval, ig Proje t: of ' c »e : . • mu , 7 of In c 19Q: "' - l e. tg ar a A Address: S . 1 I0-01 I Date' - ? ed: 3 2v t1 Special in j; ions: 4 /1 604 j ,4 / Datelyp . led: 2 0 , , .rrl. Regp ter: Phone P INSPECTION RECOIL= Retain a copy with permit INSPtC1IONrM» CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Q Approvap per applicable codas. COMMENTS: Receipt No: Date: m 2. 4) 00 - i 1 PERMIT NO (206)431 -36 Corrections required prior to approval. $47.00 REINSPECTION FE SQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100, Cali to schedule reins'ection. Project:} 1 Ah Type •f Ins • c ion: - 01 0 5rn ifil 4 Address: 1 r . , : , : Special in ,,: tans: ' m./�e. Da • . ed: oraiiii Phony: Approved per applicable codes. COMMENTS: INSPECTION RECOIL Retain a copy with permit INSIIC11044. CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd, 4t100, Tukwila, WA 9818 Pti2Mtt NO. (206)431 -3 Corrections required prior to approval. $47.04 REINSPECT' N FLE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reins . action. T I P4 Ott N 7 # f I ett on: InA. 5, / that - i d: Special i st actions: 1 ,, V / DatVvanted: a Requester Phone: 55 — yam ` 1. 4fI �.I' ,4. JI Receipt No: INSPECTION RECO° Retain a copy with permit IN5i c1Iok'I4c CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: ,1 (7 PERMIT NO. (206)431 -36 gi Approved per applicable codes. ,Corrections required prior to approval. $47.00 REINSPECTIO RE REQUIRED, Prior to inspection, fee most be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reins ection, v Project: Type . Ins , ection: Addr -': Date r +: Dale want > . Requester: ; J ; 11u!#, Special inytru Lions: /6 4 4� Phone: Receipt No: Date: COMMENTS: INgPECTION REti Retain a copy with permit INSPECTION.:6r. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. PERMV r (206)431-3670 Corrections required prior to approval. l inspector. .•Y s4 01 REINSPECTION F ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BIvd,. Suite 100, Call to schedule reins ection. Date: Project: 1 Ian ,wA Typ • f Ins ection: ;. , .> f . A y .[... Address:.. Date II Special ingru ions: Of Date wante. • M40!r a.m. Requester: Phone: INSPECTION 140, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd, #100, Tukwila, WA 98188 Approved per applicable codes, INSPECTION RECO Retain a copy with permit PERMIT NO (206)431 -3670 Corrections required prior to approval. ,i AIME $47.00 REINSPECT) • FEE REQUIRED. Prior to inspection, fee must bo paid at 6300 Southcenter Blvd. Suite 100. CaII to schedule rains . action. Project: A Ty.e of I s•H Address: 4 . Date trilled: Special irtstt ctions: Date.wanted: t . Requester: �( � " y V✓I - r , Phone: INSPECTION NO. tilipproved per applicable codes. COMMENTS: INSPECTION RECO Retain a copy with permit M 2az PERMIT NO CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 98188 J (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION I;EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Olvd., Suite 100. CaII to schedule ruins ection. Receipt No: Date: °§ Pr ect: T pe of In • !ttio : Address: i P ata: I oo Spec ifl tractions: CAI/ COIo -.14 1 .. l e3jf" W r // 'Vine 22... Die 1 .w nted) jd��b .m. u ter: hone: L.V _ INSPtCtICN NCI, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes, fJ Corrections required prior to approval. Receipt No: INSPECTION RECOttlf Retain a copy with permit $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Cali to schedule reins.nction. Date: (206)431 -3670 Project: . . Type of I s ; can: Address. 4 go Date mailed: 1 Special idstructIons: Date wanted: Requester: Phone: INSPECTION I4O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: alevi, 9* 1 4\en, Alv-k INSPECTION RECO Retain a ropy with permit M.zdao -0, PERMIT NO (706)431 -3670 Corrections required prior to approval. Date: ( O rA p l .. 0 $47.00 REINSPECTION CIE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter blvd., Suite 100. Cali to schedule rains ' ection, Receipt No: Date: Project: Above Above Ne t of In emir, 4.11 bye Address :34 , / 20th ?t Date called: 11-.21- 00 Special instructions: Date wanted: _ 1i'29 -00 � Requester :Ch r, s Phone: 206 3H-08t& INSPECTION RECO Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 E3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter blvd., Suite 100. Call to schedule reins action, !gi Pr c Ale/ T d Ins ectidn: 1 ity_____ Address: Z)__ ,:, S . /Potil p Date called: ! r Specia instructions: /�/� /�/�ry�' l oG. d c# 1 r/ r (1 Date wanted: a, . 1 Y2:7/60 . m. Requester: phone: ! rCE �.. ,C1-( ?T PERMIT NO A lto ,,e7 ) ri RP, 1)A viii Date: ®. $47,00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reins'ection, Receipt No: Date: Approved per applicable codes, COMMENTS: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Correct on req red prior to approval. Project: T e of Ins . ection: Address: r • bate cal ed: Special instructions: Da a wanted: w 1 R , uester: r ik Pione: — INSPECt1ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes, COMMENTS: Inspect o . INSPECTION RECO Retain a ropy with permit Corrections required prior to approval. Date: PERMIT NO. (206)431 -3670 Awassimarmi $47,00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Su„ te10.2. CaII to schedule relnspection. Receipt No: Date: ammi lea p • , Ty. .. o Inspection: :., •.: Day • . -Sp • ial instructions: Dat R / i ..ta fiu'!� r� . ... epo �..�' 551 INSPECTION RECO Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO, (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. $47,00 REINSPECTIUN FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite IUD, Call to schedule reins %ection. Project: Type of I Fpectio : "'" Address: ° le ot t4 ► L. Date called: i OD Special instructions: 0 : to wanted: — —P►0 R ester: P d : J INS/1010N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, 1100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECO Retain a copy with permit PERMtt NO. (206)431.3670 c orrections required prior to approval, 0 $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Sou hcenter Blvd., Suite 100. Call to schedule reins ection. Date: Project: Abnugtlei" _ T eonlireffion: — ' Addrets _ Li i Pt.... Dat Call J 0 0 Special instructions: ----- Date wanted: .... tru, ues I" te- *.. INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION lEr Oproved per applicable codes. INSPECTION RECO Retain a copy with permit rm 21:00- 12:1- PERMIT NO 6300 Southeenter Blvd, #100, Tukwila, WA 88 j (2q6)31-36 Corrections required prior to approval. .00 REINSPECTION E REQUI ED. Prior to inspection,.(ee must be paid at 6300 Southcentor Blvd., Suite 100. Call to schedule re1j ction. Receipt No: a ,m. .m. Date called: 1 Date wanted: Requester: INSPECTION RECO Retain a copy with permit INSPECTION NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .M (206)431 -3670 Sp ial instructions: COMMENTS: /YIWD- 177 Phone U gv ,,,r 5 Approved per applicable codes. J Corrections required prior to approval. $47,00 REINSPECTION ifE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reins ection. Receipt No: Date: 470 Pfojects —r. , �A r i�. n L _e r .+. 1 ype of Iection: ns f � � Addr s: ,., ` -2 x .., 1 . t ` Pt... Date Called: IL - - L,C) Special Instructions: tom( G m./e /4 M U Atilt ! Date wanted: ,,` . ( ._3' tO Requester: g, k Phon�e�:: 1 [ErAppr INSPECTION RECO Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981880411 (206)431.3670 PERMIT NO. per ap ► Iic b e 'odes. ❑ Correc o s re4N rior to a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 South inter Blvd, Suite 100. Call to schedule reins ectian. Receipt No: Date: 1 royal. 1g lg 0§ gq, Project: A ra_ Type of Inspect Address: Date called: � 9-oo Special t ns ructions: S Y%U\J _ G 1,-. 1,-. s cA \\CAA t t144,, Date wanted: ` a • .m, Requester: % 1 Pon OS s L /L R^ Approved per applicable codes. MIL Corrections required prior to approval. COMMENTS: IIIIMNRIIBPJ IIIIIIIIIIIREPBPMNII r. r• 'P API a_ 4 Wei) MEI' — MOM s ( r }/ Y1 : .. .. ... ocu `" e l ,� pr.S -m, c4 • " i��!� 1 m 1111111MINSMI try. l►Ut.A ,0 INSPECTION RECOR Retain a copy with•permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431 -3670 Date:(;y 00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. CaII to schedule reins ' action. Date: ti Protect: i)v Type of insp tinn: lit w ,uc' . Addre s: 3 =3 -5 20 ' Date called: 9 -z2.00 Special instructions: Date wanted: ba ' Z5 a.m. Requester: i { �. Phone: L.- Z. ' "" Approved per applicable codes. COMMENTS: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO (206)431-3670 Corrections required prior to approval. PO $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule roinspection. Receipt No: Date: COMMENTS: y • e of Inspe How ,. >rr NIA Address: « Date called: • • e Special ins ructions: 9.00 o w1 • Date wanted: 1 1 12W - i . , ©0 ,a Requester: Phone: rj i+ CI 1S US PA k � � • eh tM# a , '.1: 1/ C �1 ` Project: � A !0.. P ,, y • e of Inspe How ,. >rr NIA Address: « Date called: • • e Special ins ructions: 9.00 o w1 • Date wanted: . , ©0 ,a Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 E3 Approved per applicable codes, Cl Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reins.ection. Receipt No; INSPECTION RECOR Retain a copy with perniIt Date: PERMIT NO. (706)431 -3670 Pro)e ' ,,!!.� ,r T nsp i E"4. A3 1 eo t"t..,. Date called: Special instructions: 1 4 D.te a ted: I,�. Phoj� Z g INSRCIION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECOR Retain a copy with permit Corrections required prior to approval. $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins 'ection. Date: PERMIT NO. (206)431 -3670 Project: -..i.. . Y a ♦M � Type of inspection: +u .,� r't S r .. Address: '.J,, a 2.L ' Date called: Sp I instructions: Jo Date wanted: C — r _Oro ..m. Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431 -3670 ,,►ppr per applicable codes, J Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro c ' L. Lint f In Typ spection: A ores //� f�"'- Date tailed: Special instructions: Date wa a.m. _.___ .m. ._. tie to . PI one: proved per applicable codes. Corrections required prior to approval, COMMENTS: J>t_ S t) ''t.'1 Lit. 7U 4 /' Receipt No: INSPECTION RECOR Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Date: PERMIT NO. (206)431-3670 $47.00 REINSPECTION FEE REQUIRED. Prior to insp ' ion, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins ectlon. z eb:ve /tie q a of �nsec to � G.7 no# 0 - ivvu l f A 5. /2;7'1' L Date called: / 5 e ciiaal instructions: Special Date wanted: .m �/ , Requester: ' r iC i� . Phone: �y .3�5"`C 55 J 4(b Approved per applicable codes. w COMMENTS: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 41 X10- r PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0 $47,00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Uivd., Suite 100. Cali to schedule reins ection. Date: Receipt No: Project: ,�.. ., f�,t i I • • , : e 11. . • Da call d+ Special instructions: Da ;wan d: ,, 4. e Ih fp ne: D INSPECtION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. jJ Corrections required prior to approval. COMMENTS: C'0 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter 8Ivd„ Suite 100. Call to schedule reins . ection. Receipt Na: INSPECTION RECOR Retain a copy with permit do ru.Lek Date: ex./ PEWIT NO 6)431-3670 81:0 instry Ile Of *sr Millis January 2, 2001 Dave Lawson; ph: (206) 431 -3675; fax: (206) 431 -3665 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 AA 0 ems _ 8 pages (including this sheet) Ref: AboveNet Communications, Inc.; McKinstry job # 972 Letter written October 12, 2000 Structural Review of Equip. Attachment to Structural Curb {RTU -1 and MUA -1 &2} Following up on our conversation Thursday, December 21, we have provided you with the State of Washington calculations for attachment of the (3) large rooftop equipment (RTU -1 and MUA -182) to their respective curbs. Trusting the attached meets with your approval, feel free to contact Terry Green at (206) 391 -0812 if you have any questions or if we can be of further assistance. Sincerely, McKinstry Co. Charles McNulty Project Engineer / Senior Protect Manager cc: Terry Green; Project Manager; cell phone; (206) 391 -0812 o fty " S 8 TUKWIL A JAN 1 7 2001 PERMIT. CENTER 01/02/2001 17:26 KIA Co Kia CO January 2, 2001 McKlnstry Co. 3006.3 rd Ave. South PQ Box 24397 Seattle, Washington 98062 Attn.: Mr, Charlie Mcnulty Prot: Above. net Job No. 105-0012 Enclosed are calculations for connection of throe mechanical units (RTU•1 , MAU -1 and MAU -2) to the roof curb. Results are summarized as noted below: 2066440463 KIA CO PAGE 02 1- Connect roof top units to the steel curb (on top or along the sides) with *12 Tek Screws at 24' on center (maximum), with minimum of 0412 on each side of each curb. 2- Attach metal curb to wood curb / sleeper with (10)•313' diameter lag bolts on each side of each curb. 3- RTU -1 shall be welded to the spring cups per Mason Industries details. 4- Design and attachment of wood curb / sleeper In item *2 above is by others, Alirsza Ghaesemikia, PE Lincoln Center Business Park 555 116th Ave, NE, Suite 150 Bellevue, WA 98004 Phone 425.6446400 Pax 425.644.0463 01/02/2001 17:26 2066440463 • 1 iW cv •,-.° 005",,-04r- 0.Po fe• #4:) .107 - 60 4111CVS460.0 ,.e / e', 7, /Is Z r14.- ) 0.4 Oki— X 4/0,1 401111011111% ie ) tee 0 KIA CO 14, ity X d v'eddr ‘,/,/ ) rr 0' 7r I / e. 0-..eAce ) co 4e• lig / (May PAGE 03 LI Ole* /0 0- JObNo -I or414, ' NOWA% • r • 01/02/2001 17:26 2066440463 0 7 ',- G'�c, . ,,✓ G era - 7 G (,��s ' � dam' flo 1 ,) fry ) s • e o )' -; ) 6. ) ).,.r• .a Z,© ►) ,'+�..�.� KIA CO 44Nis° 4 v 74' . 2- / 4,..,,r Nege 1;, 9 � / /09th ,t r ,T' /e -3 ,",.,,rd ,. / ,./j, - tar ,) t y, 7 >4 d ' )a03 PAGE 04 .402 e / �'" /4. --,- -� . �''•�>' � ►d v ievez) - A ) 7,00. d Ag dr! 1 At' ea" 1 Ale Doty VINO No 400 NO )d r w) Z- ! � i; • 4 01/02/2001 17:26 2066440463 0A )4. \ J 7 KIA CO PAGE 05 hr V") ) c 7749 )41 1 mic ) W ) 4 7,740,) Z.r.# e00»,.) 7.zr * se .0 flP istiwio ✓ ie-wv) sliff:4-10)1. 401 '*OWA )0 .77e. ogicAi 0. b ,,,e„ 57 e / 4 d' , # , Z /TO .e ,.r�.�- 'w 4,7r.-•"."0 ,p,, 0. 0-4 4 4? 2 or •+• €, Lt Chi d No Gate 1 t 1 g 01/02/2001 1726 4 206644016 1 01•1•1111•MOIMmmum...... ■■■ aismisaesso mf••••=40■4111■I KIA CO A le 6 140, /44'00 / -f-toho r .4741, a 4, ", 0 0 • ProloalSubowi p; "5 /71 r 01 Y' V" 41••••••■••1111•11P CO>ex e" (se pier ) 40- )410 Trx Z ) 2 1../06),* Srv 101g 01 1,..") A "I z PAGE 06 ar. 'Of co )4( 7 Igo »do- eati) or co to 4 1.4 No )0,47...04041%. ■••1 u 4 01/02/2001 17:26 2066440463 (l ) _.- e%t y s3 Op,bwsu►,R 40 d, wp 3a.1) .y J1L'J 6. e ii-0.$4- $4 oi■ ceo ..wo) V Jikt 60,11 a90.07 4 , s e S3 do 6.•st riget, /104111 .' J,1. 49 eV pray ,#,''I /.: p * 1 Z 1-01 4 tfi.!ort wl A./ ,,, , oW,• 0 • !/ 1 1 7 4k G,p'.G,a /c. wl __ , ,d 4r#' aor z w, ' •lA or .�. KIA CO boo 1--t -- 4*) PAGE 07 0 01/02/2001 17:26 206644063 G rt ..,✓ a im' � �G'.e' �� w� ".,� ' ) eo .— - 74 ; , z rJ - .0a al 7,7 .+/ r+oivca i e4e13 G e -ew, i. � ) e° 7 x .�) 4 ¢ 0 1'6.040 ..41d"" Y) 1 01 'a' 4 7 il Ver" 1/4• 0 4 r .� 4.) • . 0 ' 4 r < ' ' '4 $ , ,7 3 KIA CO ca) - R'�' 4 • 09 .0' !� )4 • PAGE 08 No et1 ' WO Jo ) e'er') 12/22/2000 13:23 FAX 206 4.3_3 6198, TO Dave Larson 83 S thconter Blvd. Suite100 Tukwila, WA 98188 RE AboveNot @ Inter yste.east WE ARE SENDING YOU: THE FOLLOWING ITIAAS: Ej SHOP DRAWINGS EI LETTER • /• 11 1 NOON • • _••-•1 •n — CONSTRUCTION 22.Dec•UO _ r •_ • 1 —t M • • 1 • •••• • _ _ • I • MIMI • MI w •••••1E_• r •••• • 0 1 ■••••••881E1m•!••- _w tE .•••■••• •• • CC: 191e PP; PM PUNCAN FADER 4. • • TRANSMITTAL COVER •• w •• • 1•••••••••••• •a•I w! •1 • I I• .•. —.N•••n • •• f •_N__ _• —r!•••••■•• •••••• • • W • •••••I• Mt • VW .I OtOmm Ot N — • -- •••• I• • .• [2 ATTACHED PRINTS a SUSMtTTALB NUB ARE TRANSMITTED AS CHECKED MOM POR INFORMATION a USE FOR APPROVAL 0 APPROVED AS Norao RETURNED FOR CORRECTIONS c FOR PRICE MODIFICATION DUB •ASAP' REMARK9t Melton Industries Inc. drawinpo • •• • .0- 1••■wq• -1E110 u r.m••■■•∎•••1.8-- 1 III IN M 11 •-_1•• w•. IMAM • 1-- •••••••• 1I ••••••••■■ .-_ 41••■•■•• 1n111 _•1 • —• 1 ••••••• w ••• I. ••••• __• , SABEY CONSTRUCT /ON Above Not al Intorgate•east 3433 S. 120th Place Seattle, WA 98168 TEL: 208/ 433 -8142 FAX: 208/ 433.8198 0 UNDER SEPARATE COvER VIA El SPECIFICATIONS Ei SIGNED DOCUMENTS M•. • • 1•.•_ 1 -_t/__ 1OMB, 10111011•••••••• •t• • •1t.•_• 1••010 r •••1 ••O ..I•— • MM., M• •••• •••• —_ —• I _ I 1 r t I.•1•■•■•■■..i 111 •11•11•■• •f■ 1 12 FOR REVIEW & COMMENT AS INDICATED NO ACTION REQUIRED © REEUDMIT POR APPROVAL Ei PRINTS MUST 08 RETURNED EY: . _•I NEON •O■•• • ••■• r I y.I • • • w.• —•-r•• -- ••••••••144 w• w••••.-•a• 44 1 1 •••••• .••• 111.0•11•• •••••••• •• •• • e ••••••••• • • 4. >—•m•• • II— —1•••• t f•• • SIGNATURE: SHEET !PIE 22- Dac 4)0 REPORTS O AS- 81)I1.TE ••••■•••• — •...-- - •••E•!•• f..•!.••I •—•—•• •••••••••••••• • • ••! !a• • •1e ••.••44.444 PROJICT +•_.A• • NI • • 111••••f• r• .•• r •— 1 •E_ _i I.••- _• •s sabre. M1— • .• • •_•• 1 III IM •. 1 —E�• •_ If • MINIM am •t•1. --•ENI.— •M_ _• IU 114 •I I .IM. _•__t . •.N •II 1 ■ —a —• I • _ _..MINI t•_— IJ . 1111• 4_-• I II -.• •'•v. -1 •••• II I s. O Al REQUESTED O APPROVED AS EL t +AITRD • POR SIGNATURE MID RETURN O RETURN 2 CORRi.t 1TBD PRINTta NON E�EE�_ • — • f .M • / • 1 •••••••• MM.. 0 0444 .Ns... •• .. •1•.1— w.n•.I • • .I • t • •••••. /• 1 • _.- — f• - •wno•• • — •••••■•• 144 n, _ • •••••r• r • • ,. • n••—.q w s!•. w • • It •I. 1 .II••INM I•• Ronnie Hane Asst. Project Engineer CSI 0 01 0 004.109 n_•••MINrr ••••• M • ••• •e••1111110•• — I•If I t••!. I t•. I Ile 12/22/2000 13:23 FAX 206 433 6198 SABF' 1 — .- ...— r. ��..�.r —.— •�,�...r,nrr -r-� .. t DEC 21 '20 04 :47F'f1 MASON AN• Comments: • goo. P.1/6 NFASON INDUSTRIES, Inc. � �e'"'ak= lnrmstla+al Muhetun:rs 2101 W. Crescent Avenue, Suite 0 • Anaheim, California 92501 of V brslbn Control Products Telephone 714/535 -2727 . Fax 714/535-5738 and Aamusikal Floor Systems FAX TRANSMITTAL SHEET TO : C.M. HOSKINS CO, INC DATE FAX # : 206 -366 -3076 PROJECT ATTN : Al Suzy FROM : G. Reddy NTJMHER OF PAGES INCWUDINO COVER SHEET: • Thank you! OUR E,O, # : 16552 REDDY : Dec 21 2000 : ABOVENET.COM CUSTOMER : MoICNST RY 6 - ENCLOSED ARE DETAIL DWGS. AND SEISMIC CALCS FOR RTU-1 TO ATTACH UNIT RISC CURB ' COPY TO: Charles McNulty McKinstry 208.277 -7148 if you do not receive all of the pages in this transmission, please call as soon .as possible 1'l/22/2000 13:23 208 433 6198 SABER CONSTRUCTION,.. 21 '. Q0. ea 4APM htr a �► . j r ' MASON INDUSTRIES, Inc, Notelietwent of It' f.W Qentnd Ai Wheat M 3i0 MY 1 7s!! jyN. V41•110., 565. K ismal FAX 5 75 ars F�x � UNIT: OPERATING WIGHT: CURB WEIGHT: TOTAL WEIGHT. MASON TYPE RSC - ROOFTOP SPRING ISOLATION CURB OSHPD APPROVAL NUMBER R -0207 DEFLECTION ISOLATION TRANE SXHF•C604 9,610 Ibs. 1,280 lbs. 10,77 b$. Typical Anchor Location Typical Window l:ocattpn 012 TEK SCREWS Min. 16. Q. 2121 Fph ski " Fpv UMW= FOR Ammon Joe NAND AAOVENET'.COM'' CUSiCM fR C.M. HO8K NS CO 11 1111111111MINIr b1 w b2 �) 003 CIJS1oMER P.O. . Jae NO. MASON E.O. 16652 Dwa ND.. -4 Rioum i .�.. � �. TAO WW bi at Maximum Length Between isolators m 325 114' b2 . Maximum Width Between Isolators =1 00 1/2' h a Centro of Gravity Height -45' N = Number of Isolators with Cross Bracing R 10 rY = Number of Anchor locations a 16 12/22/2000 13:24 FAX 208 433 6198 21 o eva 04 S elOPM MASON AN El • • MASON INDUSTRIES, Inc. Oro el._' of mufti emend Products 3810 Itstwo.COSot 71M N. Mo St.. Sul t K X11& NY 117SS • M L CA 3• • FAX y Its -e464 UNIT TO CURB AND CURB TO STRUCTURE ATTACHMENT (16) #12 SHEET METAL SCREWS PREFERABLY 2 (l EACH WINDOW STEEL SPRING CUPS TOP AND; BOTTOM , (BY MASON) NEOPRENE ACOUSTICAL SEAT (BY MASON) $A$EX CONSTRUCTION CERTIFIED FOR AU NAME ABOVENET.COM CUSTOM R C.M. HOS KINS CO• __,_ CUSTOMER P.C. JOS NO. WF -45094 MASON EO: , 18552. *ova KO• WF REQUIRED ( rAC R` 1 SPONGE AIR SEAL (BY MASON) EQUIPMENT WEATHER SEAL (9Y MASON) CON1IN000S WOOD NAILER (BY MASON) RECTANGULAR SPRING REMOVAL AND ADJUSTMENT PORT WITH COVER PLATE (BY MASON) FRAME (BY MASON) -- ROOFING (BY OTHERS) ill 121004 a. VF- 45)4_, 12/22/2000 13:24 FAX 206 433 6198 DEC 21 '00 04:413PM MASON Ahr,i fl',... , MASON INDUSTRIES, Inc. M Meet .►r of Mbvekn Ce i' a modus, 310 Nara 01M 2101 *. dwd14 SL, SAO 0 MY 11TH Ambito CA Mat FA i 1 1 A/�- FAX 4/SSi 4732 Met Equipment overturning calcuiatioris based on seismic load applied at a critical angle. • M darned in the 1997 Uniform Building Code, Chapter 16, Section 1632, the seismic Horizontal force, Fen, may be calculated using the following formula: a r C,I r PN(,.k) vs R1 1 + 3 W l Except that Fph shall not be less than Fphtinrni = 0.7CalpWp and need not be more than Fontmt = 4C,IpWp. Where: W, • Equipment operating weight a, a Component Amplification Factor, refer to UBC Table 16-0. R. to Component Respdnse Modification Factor, refer to UBC Table 16.0. C. = Seismic Coetflctent, refer to UBC Table 16•I, 16-4, and 164. 1, 9 Importance Facto, refer to UBC Table 16-K. hx • Component Attachment Elevation with respect to grade. hr = Structure Roof Elevation with respect to grade. Convert from Design Strength to Allowable Stress Design: F,,,(4,) d Vortical Uplift Force Few) =1/3'Fa01 (In some cases No) = 0) 4 AU L....4 7 F p lir S I icy MA aa.4 ..- a•r..— ...-rr,w----- .r-«,_ — --- b1 i I 1 poi h 4 Where 1 .. N --- -- Z} ) ki and 1, = 4 714 Consider Toad applied In any horizontal direction Transverse componint • .P * cosO T ne lift to on anchor location 2. ? _ F Ps= .. es ._ F 'Co .�.,.... e h .• h l "Sid • bb,l N 1 C 2 1 "Sid C 2 J The net corn r Iva load n lanchor to tion 4. = W +F,. * eaDal * (Il F *Svr9 ;h(b l 4- 6 N + I l 2J I �c 121 ri SABEY CONSTRUCTION • .. ' .. • .. ..... «•t• ?. .1 CWlTIFIta FOR ro. wwt; ABOVENET.COM Cu$Tn lrR: C. . HOSKINS CO CUSTOMER P.O . J0a NO: MASON RO: jjfiZ. coo. 140_,WF45O96 T/IC: B 3 1 b2 Longitudinal component = • sLa 0 ........ ...., __p_ 4 SEISMIC OVERTURNING CALCULATIONS b1 • Maximum length between Isolators b2 Q Maximum width between isolators h " Center of gravity height ' N • Number of Isolatati with cross bracing n ■ Number of anchor Locations 0 No, 29627 E*p.3 /31 /O3 • L Civl 1.2/22/2000 13:25 FAX 206 433 6198 SADEY CONSTRUCTION DEC 21 ' 00 84 s 49PM MASON MASON INDUSTRIES, Inc. wrwldetw s e/ WAS err IhNMcIs 330 Mar* afie 210+ W bwe M n . 0 H w M► MSS Mr+.M G . F S / � -017, OS- S�ePAX 7 SOS Jo comb he sotsm a c orrtoid�s Based on maximum t and mafcimum shear Ps. Pt • Tension on location Ps is Shear on location nww • Number of anchor per location T la Tension per anchoCf PUnrr.r V • Shear per anchor• Pslnw.r AUoowabII�y gut of mats_; mow: T(sibw) ER 5202/1996 Tablet #1) Check Meta Screws 5 1.0 f 1.0 -tope raw for EQulDmtM !o Cu k. ERb202/10OI Table #1) COMM FOR A60NENET.coM c tai. 14011KINS CO CUSTOMS% CUSTOMER KO; JOs wa: MASON to • 16562 own. w,: wF- TART: ru-i Maximum her p joc*tion P.= N To maxlmliell vsluas � = 0 a ` 0 will *id a wedges dO rar/ +, 1 °hi I • �• Tmr't , r *e IQ1006 P.5/6 SEISMIC OVERTURNING CALCULATIONS e t W 12/22/2000 13:25 FAX 208 433 8198 SABEY CONSTRUCTION «.sue .. :-rr- :r'Y -, •-•--m•-• . ... ar. ., _. `. . - . . 7�6M4 .rLr, ,..:. , .. r ..... ..,,� .2.. . . • 1 .... .. i.a " ..ta jitueLze MASON INDUSTRIES, Inc As ' missilsour n el Camel "Mies 2101 W. Crowd, Simko 0 MIIMiM, CA NM 7i I ss71> FAJt 714 I I 4738 360 Moro Drive HavoNYO. NY 11711 $1104.0112 FAX 131 /34 11001 G1cu1ation for. Wpm Rpo Cam Ipm row ' p )hsm.)" FAWN qtr bi- ha Nu 1 ,YY' Tui(t1ut.}' Poo P.' Ta Va Typo of onckur To Vo Clunk Task** Chock Sows 1tTCJ•1 Equip. to Ct 230 1.30 0.36 1.00 1.00 1,00 2397 13694 5 0 323,25 101,50 45.00 16 111350 41019 0.71 0,66 31.90 .I 1297 611 41 611 1 012 Tak Sow 497 114 0,10 0.69 DATE , nuts Snail i•1149411iy/11411'1'epp4. Mad SaN s, xcso Report fl*4202 TM* 1 Minimum 12 Gip =duo VIM Metal Attchmot; 1451345097 11ai100 12/2 w. .. P.6 108 CUSTOttlift • LA. NUMBER: ABOVEN T,COM Cap, HOSK INS CO, MC. 16352 1100 FORM WP 43099 21007 November 2, 2000 Attn: Brenda Holt Tuwila Permit Center RE: McKinstry Co. = AboveNet jobsite; temporary boiler and fuel tank On our project at Intergate East, AboveNet site : 3433 120 P1. S. Tukwila, we installed an extensive cooling system for our client, Now we need to test and balance the cooling system. To accomplish this we must impose a false heating load onto the cooling system. In order to do this we will be bringing in a temporary diesel fueled boiler. We have contacted Washington State Labor & Industry to have the boiler inspected by Tim Swanson. It is our intention to mobilize this boiler onsite Monday, Nov 6, 2000. The diesel fuel tank is a 3000 gallon, double containment, skid mounted, steel tank. This boiler and fuel tank will staged in the north west corner of the Above Net site. It is our best estimate that we will be using this boiler and fuel tank for two weeks, then it will be removed from the site. I am including a fuel tank submittal, two site plans, and a sketch. Thank you for immediate attention regarding this issue. Please contact me if there are any questions at alt. Since Aib Kecla Pitts Piping Coordinator McKinstry Co. (206) 762 -3311 ext. 8272 5005 3rd Ave. South • P.O. Sox 24567 • Seattle, WA 98124.0567 • (206) 762.3311 MCKiN•*372ND M 200 - i27 Arvela owl - 0610$., PIM • k) ova, CITY OF TUKW LA NOV " 2 2000 PERMIT CENTER e 89" a ss.. I. .Era. ■ I • • •• . a• . as SOW S. Err SIlI1 r>rwaor cwN/M•Mo+.Mr MINIM • aa•mN.r• aommoramot ams.r.r aesakrormimawa rwats*lw. Mr••■I.WM • . • ...1116a w.__..a. .a.. n.. r .aii l og Irosoommor Itrom ormarragem....memele seses. enwenit Lome, Lk 1111•UWINIALIMMINIMINCIMIIIer em-A-m..4111. 17'6" OVERML LL11C111 LIMING LUGS 2' EAU' SK IL Vr urght .2220ba.. , ..r_..a_....,_.,a , .r...r._ Thickness: Inner Tank M l Dike: Floor and Walls 2 pia._ Cowl TANK EMERGENCY VENT , - 18" SPRINGLCAAOED / MANHOLE 4 FPT OPENINGS (1W 4) DIKE EMERGENCY VENT i6 Mil SPRING LOADED 01 CLNIL.HUNL NW Af LACI1 ENI) UE: TANK 4 NOTICE THIS MINI Mil) HIE INFO)UiATK)N CON1AINEDIWI r PHOPI . 1AI1Y TO AGE TANK at ECUINMENT CO, ANO SHAH. NOT OE FCPno. DUCES OR DISCLOSED IN WHOLE Oft IN PART. NtM11tSED FOB ANY PESKIN OR NWtUFAGTUR*NQ PURPOSES, UNLESS AUTHORIZED IN WRITING LW WE TANK $ EQUIPMENT CO. Me and Tank Mall be buiN and lesled in acrosdaNCO w th UI. specilicalions erns shall bear the aboveprourxl UL -142 label Volume of secondary conlairnsent is sized *fully contain contents ol primary lank. Eden(); is red iron oxi.la primer. Nis tank qualilius kw use In seismic zoom 4. Osawasanot to 1 a measuromeals are, pproaisrnto. . ... ��.. , DIKE VCNt' r 7` Cf►114+,. 3,000 GALLON TANK INA Number ACO3000U2D1 ABOVEGROUND ULL142 DIKE TANK ra. r I.. 1 1 1 SEIRVl /p 10 MU 1 DaL rD6t: lt o 3 ITT .(1YP 4) MONITOR: (re ) F. 76' INAPI E JClt 1. 78" SKID 9 >)5" _ QYLRA L ...r... OR: ACE TAMC A 1 caurmayr CQ MAW I Two WIYW*n OR: OT TO SCALE NVOCE M REQUIRED DATE SAIESPE N CUSTOMER APPROVAL SIGNATIIIHI; 14 NAT IML1. NO1 OE IDS1,10 Mill OE 0.114.0M10., StA/M.1211) A03;ESSEO *MN it AND MAINTAINED 10 IttMENIAEF THE S DJ*1HJ 14C OAF SEASON OF ONCE A MONtrl LA MD011 A CATCH '.1E CLEANING COERAT104 SHAU. APPJED At A M4I1t,N1 . AND USED ON MIS Sgt. E DRY TO 'MC P0011 MAT orr OF SiDAFIND NVIESSARF. 043 SOW. At fleN nwratan 43:pootstoNS Coma 111F ALA ItS0 Ot IMAM b4t St AVM 04 140 OATS NO 04 E04vAlL4t. twit 013/0A0 SOOF AOC PTPIEkt 1 .81.1.0•14IMIlladiallt • ■••■■•••■111•0010 11•111.101•101011•■•■•••gliell,44!, ISiN AV4Milt IOUIN INS 1111171MM. • .111. OM 1 OM Oil 7 OM MN SIIMIM1111111111■11.11MO S. MS too EDIATRUC00.1 MCI (rly) P. t• 14 ' " e‘ C/Gt. 5 tt 01. 131-. 3 ° MSS $ThemaDmAD EAtO4 &q Mitt MIPICAL tAtt..4 10$/4 OtAtES ADJACE141 10 IF" C.14101341 ftro:C (TYP) i f•-rrn._= :DIFET CENCE 11'1) Ctiginttlerth (r0) Nr • • "14444"1* 00t r r.SPO CO.ISTIotiCtc/4 roct (rel 41 . IrAr.t0rs mitt • tOIS 00004.1 tAtC,1 0 i■4 (1TPIE.4. ALL A14 611rf 04414S Abatud 10 PriP( OW) CO•Si UARGISAIr Oh/ 4i .0 Soffeliff.erlo. off off lOoffiffro. erne o fro or ofro Orr ossoToff, ■- re c--- +e-wyc-Ick V)ciit.tv cki.4 8;ese.‘ L. $34.. CsiNvOr IUMgritsrsto IACCEIVLO, Z° peRIAIT C.1'1 DAVID EVANS AND ASSOCIATES, 14AttINE VIEW DR. 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PROADC 90 ELBOW LIP 10 CUR104/1. - ' • .• N ttl ttlitlIbMY 004 Q) LOX SEtt3OR LOCATED 61 PIPE CHASE PALL DC PROADED 1T TENPUTATURt CONTROL CONTRACTOR 30' 011 CURRS rOft CHILD WAS LOCAT(O IN CO-105, CO-LOS, C01114COR 1W, CORRIDOR 143 CORRIDOR 40 k SPRK 151: TEMPERANK COM, CONTRACTOR SNAIL PROM SHOP D•1D, Of &ANON it NAMPA FOR WNW& r-..v.,ittgL (.9130 01111-1 I 4 4 40te . .??7,4; AVA'AtiV1. ,V46",/ /./.. .447,0>" .er:df AitlX k".1/ . /7 V4WAY/147 Aeok ,r ly',27///4 IZT4e/T Ar MIN NW OM Mil Midi 4/..4.4:4441:4.4./X/1/4! tirm.0 nf •fit • Rel;sl:1470.4. Pe.41:of•s: AboveNet Seattle, Washington . _ 711///3 CONSTRUCTION ,1SSUC, _ _6/14/00 MUTT 5114111EIN.,._ _ 1.4 pjdf IninnommomommommiloNon cies44 r 7.41A t' 5.1i 41 ':' • Di 04/14/00 04/14/00 Sten ;f3 Dl C11.0.p1. LOW 5c41*: 1* • 20'-O' 35j12 cernirgacja I wins: as-is-of DrANTLRIND OrtRALL FLOOR KM CAM WATER MPItiO NezemeliNIMal M6.1 ....4 . . . ... ....., Th ,,Nt•-• \, . . .. . . . . . • i , .. - _. ki4i Q.A.n‘V... . • • _ ! 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I II • • • -thMfl CE tx r-4 -2000 07:45 P.01/03 October 12, 2000 CO, f) or.-r 12 20 cod � � � O EN E.L Ray Cockerham; ph: (206) 431.3679; fax; (206) 431 - 3665 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 3 pages (including this sheet) Ref: AboveNet Communications, Inc,; McKinstry Job # 072 Smoke Detection on the Computer Room Units In completing the mechanical construction for the above referenced project, we wish to clear up the issue of providing smoke detectors on the discharge of the Computer Room Air Handlers referred to as CRAC units. The 1997 UMC, Section 608 requires that air handling systems supplying air in moss of 2,000 cfm will require automatic shut -off. The automatic shut -off shall be m i. sated "upon detection of smoke In the main supply -air duct" and "shall be labeled toy an approved agency for air -duct installation and shall be installed in accordance Hith the manufacturers Installation instructions ". There are four exceptions listed t'.I the requirement — but none of which fully address the application of our installed sys!r m for this project. Below, McKinstry Co. will attempt to demonstrate that the UMC does accurately address the application of raised -floor CRAC units. Furthermore, wo will try to demonstrate that we will meet the Intent of the code — reference 1997 UMC, Chapter 1, Section 106 — "Modifications ". The building is intended to host computers for various tenants and assure cooling and uninterruptibie power 24 hours / day — 7 days / week. Each computer room In this "essential facility" Is equipped with pre - action fire protection featuring smoke srtr►sors above & below the raised floor as well as a HSSD system (high sensitivity rirnoke detection) throughout. These systems are not required by code but are added to to. otect the enormous amount of computers to be hosted within the facility. Any smoke lit need within these rooms will be accompanied by an immediate alarm, An imn i diate investigation will be initiated by the 24 -hour managed facility personnel to Identif and eliminate the source of smoke. Within each computer room, there will be a complete air change of circulated air ,ovary 50 secondsi The HVAC design incorporates use of many downflow, CRAC units Which do not have supply -air ductwork from which to Install smoke sensors in. All of the i.::RAC units discharge the air directly into a common supply air plenum. The intent of this design is for the air to be Immediately distributed in all directions. We do not know of a manufactured smoke sensor that is designed to be installed within the supply plenum and is capable of knowing which air- handler the smoke originated from thereby shutting OCT -12 -2000 07 :45 P.02/03 Sincerely, McKinstry Co. Charles McNulty Mech Engineer / Sr. Project Manager Cell phone: (206) 423 -3055 off that fan. Shutting down all of the CRAC units cannot be accepted as `,it will compromise the very essence of an "essential facility" (the space temperature would raise to an excess of 100° F within a minute. This would in turn, shut down the entire operation and render both the pre - action system and HSSD systems as useless, We feel that the Intent of the code is to limit smoke exposure to people exiting the building and to limit smoke transfer from room to room. With these computer rooms consisting of one big room the design does not permit smoke to be transferred to other rooms or occupancies. Furthermore, the HVAC unit containing the fan is the LEAST likely source of smoke in the room. Where there is pre - action and HSSD systems within the facility, the owner is basically spending money to assure that they can find and put out a fire (or smolder) before the sprinkler system is activated (through the sensitive detection system). We feel that this will meet the fire- life - safety concern intended, In summary, we feel that we've met the intent of the code and have provided the equivalency, as allowed by Chapter 1 of the '97 UMC, section 106 "Modifications ". McKinstry would like to be granted permission to use the factory- mounted smoke sensor equipped with each CRAC unit. These smoke sensors are located on the upstreFrl side of the fan in lieu of at the supply side (which would literally be outside the unit Waif) – and located between the filter and chilled water cooling coil. Upon sensing any smoke, the CRAC units will be wired to shut off the power and notify the building fire alarm system. We feel that this will meet the intent of the code for this type of mechi nical system and is consistent with industry standard in the multitude of other similar facilities that McKinstry has installed. Trusting the above and the attached meet with your approval, we look forward to your timely response. Feel free to contact myself or Charles McNulty if you havo any questions or if we can be of further assistance. To QE 5 (Gry - p P tin ' rCt?"'o Jeff Sloan PE Sr. Mechanical Engineer ph: (206) 762.3311; ext 8342 1' • PACE CONSULTING 5005 3RD. AVENUE SEATTLE, WA FULL COMMERCIAL HVAC LOADS PROGRAM 5' or / as (DX sysity440 BUILDING MASTER DATA AND DESIGN PARAMETERS: DESIGN OUTDOOR MONTH DRY BULB JANUARY MARCH JULY JUNE AUGUST WINTER ROOF ASHRAE ROOF TYPE ROOF ## U -FAC 1. 5 0.030 WALL ASHRAE WALL TYPE GROUP U -FAC 1. G 0.110 GLASS SUMMER WINTER GLASS NO. U -FAC. U -FAC. SHD.COEF 1. 0.650 0.650 2. 0.650 0.650 GROUP SOUTH 98134 GENERAL PROJECT INFORMATION: PROJECT: CLIENT: DATE: OUTDOOR INDOOR INDOOR WET BULB REL.HUM DRY BULB 54 48 45% 72 61 49 45% 72 85 67 45% 72 85 67 45% 72 85 67 45% 72 24 0 . 505 70 ROOF SUSP COLOR CLG. DARK WALL COLOR DARK 0.450 0.450 INTERIOR SHADING PROJECT FILE NAME: PROJECT LOCATION: BAROMETRIC PRESSURE: ALTITUDE: NORTH LATITUDE: MEAN DAILY TEMPERATURE RANGE: ATMOSPHERIC CLEARNESS FACTOR: GROUND REFLECTANCE: STARTING TIME FOR HVAC LOAD CALCULATIONS: ENDING TIME FOR HVAC LOAD CALCULATIONS: FLOOR HEAT LOSS COEFFICIENT: NUMBER OF UNIQUE ZONES IN THIS PROJECT: DESIGNER: LL I understand that the Plan Cheek approvals aro subtect to orrors and omissions and approvn : nr olons does not €lutL)1 rix0 thf' mm y.' INTERIOR ROOM GLASS GLASS SHD.COEF CONST WIDTH HEIGHT NO 0.000 MEDIUM NO 0.000 MEDIUM C :ANETD Tukwila 29.817 96 47 22 1.00 20 7 8 0.81 40 X ,WA IN.HG FEET DEGREES DEG.F PERCENT AM PM BTUH /FT -F ABOVE NET MCKINSTRY COMPANY 5/10/00 GRAINS IN /OUTDOOR DIFF. CORRECTION -12.49 -36 -20.10 -29 17.87 -5 17.87 -5 17.87 -5 0.00 RECEIVED CITY or TTUKWILA JUN 1 4 2000 ENTER 1.00 10.00 1.00 2.00 * ** FULL COMMERCIAL C LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 ' PAGE 2 * * * * * * * * * * * * * * * * * * * ** GENERAL PROJECT DATA (CONTINUED) * * * * * * * * * * * * * * * * * * * ** BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: LIGHTING REQUIREMENTS: EQUIPMENT REQUIREMENTS: PEOPLE SENSIBLE LOAD MULTIPLIER: PEOPLE LATENT LOAD MULTIPLIER: PEOPLE OCCUPANCY BASIS: ZONE SENSIBLE SAFETY FACTOR: ZONE LATENT SAFETY FACTOR: ZONE HEATING SAFETY FACTOR: PEOPLE DIVERSITY FACTOR: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: BUILDING DEFAULT CLG. HEIGHT: BUILDING DEFAULT WALL HEIGHT: • BOTH HEATING 1.20 WATTS 6.00 WATTS 245 BTUHS 200 BTUHS 1 PERSON 10% 50 20% 1000 1 1 1 10.00 FEET 26.00 FEET AND COOLING LOADS PER SQUARE FOOT PER SQUARE FOOT PER PERSON PER PERSON PER 140 SQ.FT INTERNAL OPERATING LOAD PROFILES (C11100): REF HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR NO. l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 . C C C C C C C C C C C C C C C C C C C C C C 2 . C C C C C C C C C C C C C C C C C C C C C C 3 . C C C C C C C C C C C C C C C C C C C C C C 4 . C C C C C C C C C C C C C C C C C C C C C C 5 . C C C C C C C C C C C C C C C C C C C C C C 6 . C C C C C C C C C C C C C C C C C C C C C C 7 . C C C C C C C C C C C C C C C C C C C C C C 8 . C C C C C C C C C C C C C C C C C C C C C C 9 . C C C C C C C C C C C C C C C C C C C C C C 10. C C C C C C C C C C C C C C C C C C C C C C ALL DESIGN DATA TAKEN FROM THE 1989 ASHRAE HANDBOOK OF FUNDAMENTALS HR HR 22 23 • C C C C C C C C C C HR 24 C C C C C C C C C C * ** FULL COMMERCIAL HvtC LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * * * * ** AIR AIR HANDLER # 1 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. (DEG.F) DRY BULB TEMPERATURE (DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY (%): STATIC PRESS. ACROSS FAN (IN.WG): SUMMER SUPPLY DUCT TEMP. RISE (DEG SUMMER RETURN DUCT TEMP. RISE (DEG WINTER SUPPLY DUCT TEMP. DROP (DEG WINTER RETURN DUCT TEMP. DROP (DEG CHILLED WATER TEMP.DIFFERENCE (DEG HOT WATER TEMP.DIFFERENCE (DEG COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100% OF SUPPLY AIR: PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AIR SUMMER DB TEMP (DEG PRETREATED AIR SUMMER WB TEMP (DEG PRETREATED AIR WINTER DB TEMP (DEG DESIGN OUTDOOR OUTDOOR MONTH DRY BULB WET BULB JANUARY 54 48 MARCH 61 49 JULY 85 67 JUNE 85 67 AUGUST 85 67 WINTER 24 0 PROGRAM 5/10/ HANDLER F) : .F) F) : ▪ F) : ▪ F) ▪ F) ▪ F) . F) : F) INDOOR REL.HUM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 00' PAGE 3 INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** OFFICE AREA VARIABLE AIR VOLUME SUM PEAK ZONE CFMS DRAW -THRU BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 1 1 NO 95 50 0 0 60 4.500 0.000 0.000 0.000 0.000 0.000 0.000 2 20.000 0 0.000 2 20.000 1 0.500 NO NO NO • 0 0 0 CFM PER PERSON CFM PER PERSON AIR CHANGES PER HOUR INDOOR GRAINS IN /OUTDOOR DRY BULB DIFF. CORRECTION 45% 72 -12.49 -36 45% 72 -20,10 -29 45% 72 17.87 -5 45% 72 17.87 -5 45% 72 17.87 -5 50% 70 0.00 1§ * ** FULL COMMERCIAL HVti.; LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * * * * ** AIR AIR HANDLER # 2 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR. CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. ( DEG.F): DRY BULB TEMPERATURE ( DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY ( %): STATIC PRESS. ACROSS FAN (IN.WG): SUMMER SUPPLY DUCT TEMP. RISE ( DEG.F): SUMMER RETURN DUCT TEMP. RISE ( DEG.F): WINTER SUPPLY DUCT TEMP. DROP ( DEG.F): WINTER RETURN DUCT TEMP. DROP ( DEG.F): CHILLED WATER TEMP.DIFFERENCE ( DEG.F): HOT WATER TEMP.DIFFERENCE (DEG.F): COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100% OF SUPPLY PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AI SUMMER DB TEMP PRETREATED AIR SUMMER WS TEMP PRETREATED AIR WINTER DB TEMP DESIGN OUTDOOR MONTH DRY BULB JANUARY 54 48 MARCH 61 49 JULY 85 67 JUNE 85 67 AUGUST 85 67 WINTER 24 0 PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 5/10/00 PAGE 4 HANDLER INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** AIR: (DEG.F): (DEG.F): (DEG.F): OUTDOOR INDOOR WET BULB REL . HUM E. CORRIDOR CONSTANT VOLUME SUM PEAK ZONE CFMS BUILT -IN PACKAGED UNIT BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 1 1 1 YES 95 55 0 0 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3 0.150 CFM PER SQ.FT 0 0.000 3 0.150 CFM PER SQ.FT 1 0.500 AIR CHANGES PER HOUR NO NO NO 0 0 0 INDOOR GRAINS IN /OUTDOOR DRY BULB DIFF. CORRECTION 45% 72 - 12.49 -36 45% 72 -20.10 -29 45% 72 17.87 -5 45% 72 17.87 -5 45% 72 17.87 -5 50% 70 0.00 * ** FULL COMMERCIAL HVtiC LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * * * * ** AIR AIR HANDLER # 3 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. (DEG.F): DRY BULB TEMPERATURE (DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY ( %): STATIC PRESS. ACROSS FAN (IN.WG): SUMMER SUPPLY DUCT TEMP. RISE SUMMER RETURN DUCT TEMP. RISE WINTER SUPPLY DUCT TEMP. DROP WINTER RETURN DUCT TEMP. DROP CHILLED WATER TEMP.DIFFERENCE HOT WATER TEMP.DIFFERENCE COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100% OF SUPPLY AIR; PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AIR SUMMER DB TEMP PRETREATED AIR SUMMER WB TEMP PRETREATED AIR WINTER DB TEMP DESIGN OUTDOOR OUTDOOR MONTH DRY BULB WET BULB JANUARY 54 48 MARCH 61 49 JULY 85 67 JUNE 85 67 AUGUST 85 67 WINTER 24 0 PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 5/10/00 PAGE 5 HANDLER INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): INDOOR REL . HUM W. CORRIDOR CONSTANT VOLUME SUM PEAK ZONE CFMS BUILT -IN PACKAGED UNIT BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 3. 1 1 YES 95 55 0 0 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3 0.150 CFM PER SQ.FT 0 0.000 3 0.150 CFM PER SQ.FT 1 0.500 AIR CHANGES PER HOUR NO NO NO 0 0 0 INDOOR GRAINS IN /OUTDOOR DRY BULB DIFF. CORRECTION 45% 72 -12.49 -36 45% 72 -20.10 -29 45% 72 17.87 -5 45% 72 17.87 -5 45% 72 17.87 -5 50% 70 0.00 i i i * ** FULL COMMERCIAL HV- LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * * * * ** AIR AIR HANDLER # 4 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. ( DEG.F): DRY BULB TEMPERATURE ( DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY (9): STATIC PRESS. ACROSS FAN (IN.WG): SUMMER SUPPLY DUCT TEMP. RISE (DEG.F) SUMMER RETURN DUCT TEMP. RISE ( DEG.F) WINTER SUPPLY DUCT TEMP. DROP ( DEG.F) WINTER RETURN DUCT TEMP. DROP (DEG.F) CHILLED WATER TEMP.DIFFERENCE (DEG.F) HOT WATER TEMP.DIFFERENCE (DEG.F) COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100%C OF SUPPLY AIR: PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AIR SUMMER DB TEMP (DEG.F): PRETREATED AIR SUMMER WB TEMP ( DEG.F): PRETREATED AIR WINTER DB TEMP (DEG.F): PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 5/10/00 PAGE 6 HANDLER INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** FACILITIES VARIABLE AIR VOLUME SUM PEAK ZONE CFMS DRAW -THRU BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 2. 1 1 YES 95 53 0 0 0.000 NO NO NO 0 0 0 DESIGN OUTDOOR OUTDOOR INDOOR INDOOR MONTH DRY BULB WET BULB REL.HUM DRY BULB JANUARY 54 48 45* 72 MARCH 61 49 45% 72 JULY 85 67 45* 72 JUNE 85 67 45* 72 AUGUST 85 67 45* 72 WINTER 24 0 505 70 0 0 60 3.500 0.000 0.000 0.000 0.000 0.000 0.000 2 20.000 CFM PER PERSON 0 0.000 2 20.000 CFM PER PERSON GRAINS IN /OUTDOOR DIFF. CORRECTION -12.49 -36 -20,10 -29 17,87 -5 17,87 -5 1.7,87 -5 0.00 * ** FULL COMMERCIAL HVZC LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * * * * ** AIR AIR HANDLER # 5 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. (DEG.F) DRY BULB TEMPERATURE (DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY ( %): STATIC PRESS. ACROSS FAN (IN.WG): SUMMER SUPPLY DUCT TEMP. RISE (DEG SUMMER RETURN DUCT TEMP. RISE (DEG WINTER SUPPLY DUCT TEMP. DROP (DEG WINTER RETURN DUCT TEMP. DROP (DEG CHILLED WATER TEMP.DIFFERENCE (DEG HOT WATER TEMP.DIFFERENCE (DEG COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100% OF SUPPLY AIR: PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AIR SUMMER DB TEMP (DEG PRETREATED AIR SUMMER WB TEMP (DEG PRETREATED AIR WINTER DB TEMP (DEG DESIGN OUTDOOR OUTDOOR MONTH DRY BULB WET BULB JANUARY 54 48 MARCH 61 49 JULY 85 67 JUNE 85 67 AUGUST 85 67 WINTER 24 0 PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 5/10/00 PAGE 7 HANDLER INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** ▪ F . . F) : . F) : .P : . F) : . F) : .F) : . F) : . F) : INDOOR REL.HUM D ELECT ROOMS VARIABLE AIR VOLUME SUM PEAK ZONE CFMS DRAW -THRU BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 1 1 1 NO 95 53 0 0 0 60 3.200 0.000 0.000 0.000 0.000 0.000 0.000 3 0.150 CFM PER SQ.FT 0 0.000 3 0.150 CFM PER SQ.FT 0 0.000 NO NO NO 0 • 0 0 INDOOR GRAINS IN /OUTDOOR DRY BULB RIFF. CORRECTION 45% 72 -12.49 -36 45% 72 -20.10 -29 45% 72 17.87 -5 45% 72 17.87 -5 45% 72 17,87 -5 50% 70 0.00 * ** FULL COMMERCIAL H'vtiC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 PAGE 8 * * * * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER # 6 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. (DEG.F): DRY BULB TEMPERATURE (DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY ('): STATIC PRESS. ACROSS FAN (IN.WG): SUMMER SUPPLY DUCT TEMP. RISE SUMMER RETURN DUCT TEMP. RISE WINTER SUPPLY DUCT TEMP. DROP WINTER RETURN DUCT TEMP. DROP CHILLED WATER TEMP.DIFFERENCE HOT WATER TEMP.DIFFERENCE COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100% OF SUPPLY AIR: PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AIR SUMMER DB TVMP PRETREATED AIR SUMMER WB TEMP PRETREATED AIR WINTER DB TEMP DESIGN OUTDOOR OUTDOOR MONTH DRY BULB WET BULB JANUARY 54 48 MARCH 61 49 JULY 85 67 JUNE 85 67 AUGUST 85 67 WINTER 24 0 (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): INDOOR REL.HUM M ELECT ROOMS VARIABLE AIR VOLUME SUM PEAK ZONE CFMS DRAW -THRU BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 1 1 NO 95 53 0 0 0 60 3.200 0.000 0.000 0.000 0.000 0.000 0.000 3 0.150 CFM PER SQ.FT 0 0.000 3 0.150 CFM PER SQ.FT 1 0.200 AIR CHANGES PER HOUR NO NO NO 0 0 0 INDOOR GRAINS IN /OUTDOOR DRY BULB DIFF. CORRECTION 45% 72 -12.49 -36 45% 72 -20.10 -29 45% 72 17.87 -5 45% 72 17.87 -5 45% 72 17.87 -5 50% 70 0.00 to * ** FULL COMMERCIAL HvAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00* PAGE 9 * * * * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER # 7 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. (DEG.F): DRY BULB TEMPERATURE (DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY ( %): STATIC PRESS. ACROSS FAN (IN.WG): SUMMER SUPPLY DUCT TEMP. RISE (DEG.F): SUMMER RETURN DUCT TEMP. RISE (DEG.F): WINTER SUPPLY DUCT TEMP. DROP (DEG.F): WINTER RETURN DUCT TEMP. DROP (DEG.F): CHILLED WATER TEMP.DIFFERENCE (DEG.F): HOT WATER TEMP.DIFFERENCE (DEG.F): COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100V OF SUPPLY AIR: PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AIR SUMMER DB TEMP (DEG.F): PRETREATED AIR SUMMER WB TEMP (DEG.F): PRETREATED AIR WINTER DB TEMP (DEG.F): DESIGN OUTDOOR OUTDOOR INDOOR INDOOR MONTH DRY BULB WET BULB REL.HUM DRY BULB JANUARY 54 48 45t 72 MARCH 61 49 45t 72 JULY 85 67 45% 72 JUNE 85 67 45t 72 AUGUST 85 67 45' 72 WINTER 24 0 50% 70 NO COOLING CONSTANT VOLUME PROPORTION SUPPLY CFM BUILT -IN PACKAGED UNIT HEATING LOADS ONLY RESERVE CAPACITY 1 1 1 2. YES 95 55 0 0 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 0.000 0 0.000 0 0.000 1 2.000 AIR CHANGES PER HOUR NO NO NO 0 0 0 GRAINS IN /OUTDOOR DIFF. CORRECTION 12.49 -36 -20.10 -29 17.87 -5 17.87 -5 17.87 -5 0.00 a t Doi r * ** FULL COMMERCIAL H LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * ** RETURN RETURN-AIR PLENUM # 1 INPUT DATA: AIR HANDLER NUMBER: PLENUM ACTIVE: PERCENT OF LIGHT LOAD TO ZONES: FLOOR U- FACTOR (BTUH /SQ.FT -F): WATTS OF EQUIPMENT: SUMMER PLENUM -ZONE TEMP DIFF (DEG.F): WINTER PLENUM -ZONE TEMP DIFF (DEG.F): PROGRAM BY ELITE ...FTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 5/10/00' PAGE 10 AIR PLENUM INPUT DATA * * * * * * * * * * * * * * * * * * * * * ** 1 YES 70 0.310 0 4 3 ROOF TYPE ASHRAE # U- FACTOR COLOR LENGTH WIDTH ROOF -AREA SUSP.CEIL 1. 1 5 0.030 DARK 10.00 1250.00 12500.0 YES WALL TYPE ASHRAE -G U- FACTOR COLOR HEIGHT WIDTH WALL -AREA DIRECTION 1. 1 G 0.110 DARK 12.00 172.00 2064.0 W - 270 2. 1 G 0.110 DARK 12.00 68.00 816.0 N - 0 * ** FULL COMMERCIAL HA . LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * ** RETURN RETURN AIR PLENUM # 4 INPUT DATA: PROGRAM BY 5/10/00 AIR PLENUM AIR HANDLER NUMBER: PLENUM ACTIVE: PERCENT OF LIGHT LOAD TO ZONES: FLOOR U- FACTOR (BTUH /SQ.FT -F): WATTS OF EQUIPMENT: SUMMER PLENUM -ZONE TEMP DIFF (DEG.F): WINTER PLENUM -ZONE TEMP DIFF (DEG.F): ROOF TYPE ASHRAE # U- FACTOR COLOR • 1. 1 5 0.030 DARK WALL TYPE ASHRAE -G U- FACTOR COLOR HEIGHT 1. 1 a 0.110 2. 1 a 0.110 3. 1 0 0.110 DARK 12.00 DARK 12.00 DARK 12.00 ELITE S.../TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 PAGE 11 INPUT DATA * * * * * * * * * * * * * * * * * * * * * ** 4 YES 70 0.310 0 4 3 LENGTH WIDTH 1.00 6199.00 WIDTH 54.00 10.00 10.00 ROOF -AREA 6199.0 WALL -AREA 648.0 120.0 120.0 SUSP.CEIL • YES DIRECTION N - 0 E - 90 9 - 180 • * ** FULL COMMERCIAL H\ 2 LOADS PROGRAM BY ELITE S_.'TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 PAGE 12 * * * * * * * * * * * * * * ** AIR SYSTEM # 1 (OFFICE AREA) ZONE SUMMARY * * * * * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. 1 LOUNGE 176 5 PM JUNE 2 BREAK ROOM 175 588 8,864 21,414 6,090 329 1,200 5 PM JUNE 580 580 0 0.56 2.04 3 LOBBY /WAITING 5 PM JUNE 4 CONF ROOM 180 8 PM AUGUST 5 TOILET ROOMS 8 PM AUGUST 7 SM CONF 186 8 PM AUGUST 9 INSTAL COORD 5 PM JUNE 10 NORTH CORR 5 PM JUNE 5 PM JUNE 5 PM JUNE 34 OPS SUPP N EXT 3 PM JUNE 35 LOBBY INT 8 PM AUGUST 608 9,899 23,595 6,300 368 1,322 600 600 0 0.61 2.17 292 7,348 12,038 438 273 675 42 42 0 0.93 2.31 388 433 10,430 3,360 16 585 320 320 0 0.04 1.51 380 424 2,254 420 16 126 40 40 0 0.04 0.33 6 SECURITY CORE 173 593 661 17,167 889 25 962 8 PM AUGUST 85 85 0 0.04 1.62 184 205 5,327 1,890 8 299 180 180 0 0.04 1.63 8 SECURITY PERIM 173 711 793 9,352 630 29 524 8 PM AUGUST 60 60 0 0.04 0.74 256 7,355 16,568 384 273 929 37 37 0 1.07 3.63 1700 5,540 12,174 0 206 682 0 0 0 0.12 0.40 31 OPS SUPPORT INT 2352 2,624 68,079 3,528 98 3,815 8 PM AUGUST 336 336 0 0.04 1.62 32 SM CONF EXT 190 8,695 17,328 1,890 323 971 180 180 0 1.70 5.11 33 OPS SUPP W EXT 648 23,638 48,560 972 879 2,721 552 21,122 79 93 93 0 1.36 4.20 25,766 79 828 785 1,444 0 1.42 2.62 1367 1,525 16,492 2,051 57 924 195 195 0 0.04 0.68 • * ** FULL COMMERCIAL it .: LOADS PROGRAM BY ELITE J'TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 PAGE 13 * * * * * * * * * * * * * * ** AIR SYSTEM # 1 (OFFICE AREA) ZONE SUMMARY * * * * * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. 36 SECURITY RM 184 280 312 8,105 420 12 454 8 PM AUGUST 40 40 0 0.04 1.62 37 OPS OFFICES 784 875 22,694 1,176 33 1,272 8 PM AUGUST 112 112 0 0.04 1.62 38 COPY 182 160 179 2,830 240 7 159 8 PM AUGUST 23 23 0 0.04 0.99 39 OPS OFFICE EXT 160 =3,727 5,764 240 139 323 6 PM JUNE 23 23 0 0.87 2.02 40 MDF /TEL 64 72 1,729 0 3 97 8 PM AUGUST f. 0 0 0 0.05 1.52 1 PLENUM 0 24,510 41,034 0 0 0 5 PM JUNE 0 0 0 0.00 0.00 ZONE PEAK TOTALS 12,257 128,801 388,700 31,746 3,879 19,484 TOTAL ZONES: 21 3,025 3,025 0 0.32 1.59 • * ** FULL COMMERCIAL HV. . LOADS PROGRAM BY ELITE S.._TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 PAGE 14 * * * * * * * * * * * * ** AIR SYSTEM # 1 (OFFICE AREA) TOTAL LOAD SUMMARY * * * * * * * * * * * ** AIR HANDLER DESC: OFFICE AREA WITH VAV TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 22.96 HP. FAN INPUT: 60% COMBINED FAN AND MOTOR EFF. WITH 4.50 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 0.93 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 5 PM IN JUNE OUTDOOR CONDITIONS: 83 DB, 67 WS, 73 73 GRAINS INSIDE: 72 DB, 455 RH SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: SUPPLY DUCT SEN.LOSS: RETURN DUCT SEN.LOSS: RETURN PLENUM SEN.LOSS: TOTAL SYSTEM SEN.LOSS: RETURN DUCT SEN RETURN PLENUM SEN OUTSIDE AIR SEN BLOW -THR FAN SEN TOTAL SEN.GAIN ON SUPPLY AIR:104,291 / (0.997 WINTER VENT OUTSIDE AIR ZONE SPACE SEN.GAIN: INFILTRATION SEN.GAIN: DRAW -THRU FAN SEN.GAIN: SUPPLY DUCT SEN.GAIN: TOTAL SEN.GAIN ON SUPPLY SIDE 88,012 BTUH 16,279 BTUH 149,761 BTUH 0 BTUH 0 BTUH 24,510 BTUH X 1.08 X 25) (78.0% OF SUPPLY): 347,332 0 58,093 0 OF COIL: SUPPLY AIR :405,425 / (0.997 X 1.10 X 19) a SUMMER VENT OUTSIDE AIR (15.5% OF SUPPLY) : .GAIN: 0 .GAIN: 41,034 .GAIN: 36,474 .GAIN: 0 RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: INFILTRATION LAT.GAIN: OUTSIDE AIR LAT.GAIN: TOTAL LAT.GAIN ON AIR HANDLING 31, 746 0 43,243 SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: BTUH BTUH BTUH BTUH BTUH BTUH BTUH ( 274 CFM) ( 3,025 CFM) ( 3,876 CFM) ( 3,025 CFM) BTUH BTUH ( 0 CFM) BTUH BTUH ( 19,466 CFM) ( 3,025 CFM) 3,025 CFM) ( 0 CFM) ( 3,025 CFM) 278,562 BTUH 405,425 BTUH 77,508 BTUH 482,933 BTUH 74,989 BTUH 557,922 BTUH 46.49 TONS 1 t * ** FULL COMMERCIAL HL J LOADS PROGRAM BY PACE CONSULTING GROUP ABOVE NET 5/10/00 * * * * * * * * * * ** AIR SYSTEM # 1 (OFFICE AREA) SYSTEM -LOAD ANALYSIS LATENT GRAINS LEAVING COIL CONDITION DRAW -THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 3,025 CFM BLOW -THRU FAN ENTERING COIL CONDITION PR - TSH TLH • GTH - (BAROMETRIC PR X 1.10 X PR X 0.68 X PR X 4.50 X TSH is 0.997 X 1.10 X TLH - 0.997 X 0.68 X SUM - GTH - 0.997 X 4.50 X TOTAL SYSTEM LOAD ENTERING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY( %): ENTHALPY: 26.90 LEAVING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY( '6): ENTHALPY: 20.50 75.63 60.78 42.28 BTU /LBM 53.00 50.39 83.93 BTU /LBM 50.229 31,746 2.407 31,746 52.635 43,243 3.278 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: 19,466 X ( 75.632 19,466 X ( 55.914 ELITE b.JTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 PAGE 15 PSYCHROMETRIC ANALYSIS * * * * * * * * * ** SENSIBLE TEMP - CFM 58, 093 0 0 347,332 405,425 0 41,034 0 36,474 0 ▪ 53.000 ) • 50.229 ) - - 19,466 X ( 26.897 - 20.504 ) - - 53.000 2.723 0.000 0.000 16.278 72.000 0.000 1.923 0.000 1.709 0.000 74,989 55.914 482,933 75.632 PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) 2,789 0 0 16,677 19,466 19,466 482,934 BTUH 74,990 BTUH 557,924 BTUH 558,061 BTUH 557,922 BTUH ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 28.26 LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 95.00 12: a * ** FULL COMMERCIAL HA . LOADS PROGRAM BY ELITE 5 PACE CONSULTING GROUP ABOVE NET 5/10/00 * * * * * * * * * * * * * * ** AIR SYSTEM # 2 (E. CORRIDOR) ZONE ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS NO. PEAK TIME & MONTH AREA O.A. CFM 11 E. CORR 10 AM JUNE ZONE PEAK TOTALS TOTAL ZONES: 1 2070 2,070 64,132 311 64,132 311 SEN.GAIN O.A. CFM 45,060 311 45,060 311 .TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 PAGE 16 SUMMARY * * * * * * * * * * * * * * * ** LAT.GAIN HTG.CFM EXH. CFM CFM /SF. 0 2,384 0 1.15 0 2,384 0 1.15 CLG.CFM CFM /SF. 2,418 1.17 2,418 1.17 * ** FULL COMMERCIAL HL J LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * ** AIR SYSTEM # 2 AIR HANDLER DESC: E. CORRIDOR WITH CV (SUM OF PEAKS) TERMINALS SENSIBLE HEAT RATIO: 1.00 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 10 AM IN JUNE OUTDOOR CONDITIONS: 73 DB, 64 WB, 75.01 GRAINS SUMMER: VENT CONTROLS OUTSIDE AIR ZONE SPACE INFILTRATION OUTSIDE AIR SUPPLY DUCT RETURN DUCT TOTAL SYSTEM SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: r r r r r 53,854 BTUH 10,278 BTUH 15,397 BTUH ( 0 BTUH 0 BTUH SUPPLY AIR: 64,132 / (0.997 X 1.08 X 25) m WINTER VENT OUTSIDE AIR (13.0% OF SUPPLY): ZONE SPACE SEN.GAIN: 45,060 BTUH INFILTRATION SEN.GAIN: 0 BTUH DRAW -THRU FAN SEN.GAIN: 0 BTUH SUPPLY DUCT SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY AIR: 45,060 / (0.997 X 1.10 X 17) • SUMMER VENT OUTSIDE AIR (12.9%C OF SUPPLY): RETURN DUCT SEN.GAIN: 0 RETURN PLENUM SEN.GAIN: 0 OUTSIDE AIR SEN.GAIN: 341 BLOW -THRU FAN SEN.GAIN: 0 TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: 0 INFILTRATION LAT.GAIN: 0 OUTSIDE AIR LAT.GAIN; 4,716 TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: PROGRAM BY ELITE S_2TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 5/10/00 PAGE 17 (E. CORRIDOR) TOTAL LOAD SUMMARY * * * * * * * * * * * ** BTUH BTUH BTUH BTUH BTUH BTUH BTUH ( INSIDE: 72 DB, 45% RH WINTER: VENT CONTROLS OUTSIDE AIR 173 CFM) 311 CFM) 2,384 CFM) 311 CFM) 0 CFM) 2,418 CFM) 311 CFM) 311 CFM) 0 CFM) 311 CFM) 79,529 BTUH 45,060 BTUH 341 BTUH 45,401 BTUH 4,716 BTUH 50,117 BTUH 4.18 TONS • • * ** FULL COMMERCIAL MV. PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * ** AIR SYSTEM SYSTEM - LOAD ANALYSIS LATENT GRAINS SENSIBLE TEMP - LEAVING COIL CONDITION DRAW -THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 311 CFM BLOW -THRU FAN ENTERING COIL CONDITION PR in TSH • TLH GTH (BAROMETRIC PR X 1.10 X PR X 0.68 X PR X 4.50 X TSH . 0.997 X 1.10 X TLH - 0.997 X 0.68 X SUM GTH is 0.997 X 4.50 X TOTAL SYSTEM LOAD ENTERING COOLING COIL DRY BULB TEMPERATURE WET BULB TEMPERATURE: RELATIVE HUMIDITY('): ENTHALPY: 25 LEAVING COOLING COIL DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY(V); ENTHALPY: 21.36 LOADS PROGRAM BY ELITE S.,r'TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 5/10/00 PAGE 18 # 2 (E. CORRIDOR) PSYCHROMETRIC ANALYSIS * * * * * * * * * ** CONDITIONS: CONDITIONS: • 72.13 59.42 47.22 .98 BTU /LBM 55.00 51.91 81.72 BTU /LBM 52.635 0 0.000 0 52.635 4,716 2.878 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: 2,418 X ( 72.129 - 55.000 ) 2,418 X ( 55.513 - 52.635 ) 2,418 X ( 25.981 - 21.363 ) i 55.000 0 0.000 0 0.000 0 0.000 45,060 17.000 45,060 72.000 0 0.000 0 0.000 0 0.000 341 0.129 0 0.000 4,716 55.513 45,401 72.129 PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERINO - ENTHALPY.LEAVING) N CFM 0 0 0 2,418 2,418 2,418 45,401 BTUH 4,716 BTUH 50,117 BTUH 50,069 BTUH 50,117 BTUH ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 64.00 LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 95.00 • *** FULL COMMERCIAL HI . LOADS PROGRAM BY ELITE 6....eTWARE DEVELOPMENT INC *** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 PAGE 19 **************** AIR SYSTEM # 3 (W. CORRIDOR) ZONE SUMMARY ***************** ZN. ZONE — DESCRIPTION FLOOR HTG.LOSS NO PEAK TIME & MONTH AREA O.A. CFM 12 W. CORR 3450 73,248 5 PM JUNE 518 ZONE PEAK TOTALS 3,450 73,248 TOTAL ZONES: 1 518 SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM O.A. CFM EXH. CFM CFM/SP. CFM/SF. 66,543 518 66,543 518 0 2,722 0 0.79 0 2,722 0 0.79 3,571 1.04 3,571 1.04 1 1 ,i • * ** FULL COMMERCIAL Hl LOADS PROGRAM BY ELITE L...•'TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 PAGE 20 * * * * * * * * * * * * ** AIR SYSTEM ## 3 (W. CORRIDOR) TOTAL LOAD SUMMARY * * * * * * * * * * * ** AIR HANDLER DESC: W. CORRIDOR WITH CV (SUM OF PEAKS) TERMINALS SENSIBLE HEAT RATIO: 1.00 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 5 PM IN JUNE OUTDOOR CONDITIONS: 83 DB, 67 WB, 73.73 GRAINS INSIDE: 72 DB, 45t RH SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: SUPPLY DUCT SEN.LOSS: RETURN DUCT SEN.LOSS: TOTAL SYSTEM SEN.LOSS: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: 56,138 BTUH 17,110 BTUH ( 25,645 BTUH 0 BTUH = 0 BTUH SUPPLY AIR: 73,248 / (0.997 X 1.08 X 25) WINTER VENT OUTSIDE AIR (19.0% OF SUPPLY): ZONE SPACE SEN.GAIN: 66,543 BTUH INFILTRATION SEN.GAIN: 0 BTUH ( DRAW -THRU FAN SEN.GAIN: 0 BTUH SUPPLY DUCT SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY AIR: 66,543 / (0.997 X 1.10 X 17) • ( SUMMER VENT OUTSIDE AIR (14.5% OF SUPPLY): RETURN DUCT SEN.GAIN: 0 BTUH RETURN PLENUM SEN.GAIN: 0 BTUH OUTSIDE AIR SEN.GAIN: 6,246 BTUH BLOW -THRU FAN SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON RETURN SIDE OF COIL: ZONE SPACE LAT.GAIN: 0 BTUH INFILTRATION LAT.GAIN: 0 BTUH ( OUTSIDE AIR LAT.GAIN: 7,405 BTUH TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 288 CFM) 518 CFM) 2,722 CFM) 518 CFM) 0 CFM) 3,571 CFM) 518 CFM) 518 CFM) 0 CFM) 518 CFM) 98,893 BTUH 66,543 BTUH 6,246 BTUH 72,789 BTUH 7,,405 BTUH 80,194 BTUH 6.68 TONS * * * FULL COMMERCIAL HA,..,; PACE CONSULTING GROUP ABOVE NET LOADS PROGRAM BY 5/10/00 * * * * * * * * * * ** AIR SYSTEM # 3 (W. CORRIDOR) SYSTEM LOAD ANALYSIS LEAVING COIL CONDITION DRAW -THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 518 CFM BLOW -THRU FAN ENTERING COIL CONDITION LATENT GRAINS SENSIBLE TEMP - 52.635 0 0.000 0 52.635 7,405 3.060 7,405 55.695 72,789 73.596 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: PR - TSH - TLH - GTH (BAROMETRIC PR X 1.10 X PR X 0.68 X PR X 4.50 X TSH is 0.997 X 1.10 TLH - 0.997 X 0.68 SUM - GTH - 0.997 X 4.50 TOTAL SYSTEM LOAD ENTERING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: 73.60 WET BULB TEMPERATURE: 60.00 RELATIVE HUMIDITY(%): 45.10 ENTHALPY: 26.37 BTU /LBM LEAVING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY( %) : ENTHALPY: 21.36 PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) X 3,571 X ( 73.596 X 3,571 X ( 55.695 X 3,571 X ( 26.366 - 21.363 ) - - v 55.00 51.91 81.72 BTU /LBM • ELITE 5,g'TWARE DEVELOPMEN SEATTLE, • PSYCHROMETRIC ANALYSIS ** 0 0 0 66,543 66,543 0 0 6,246 0 ▪ 55.000 ) ▪ 52.635 ) • N • 55.000 0.000 0.000 0.000 16.999 72.000 0.000 0.000 0.000 1.596 0.000 ENTERING HEATING COIL DRY BULB TEMPERATURE: LEAVING HEATING COIL DRY BULB TEMPERATURE: T INC * ** WA 98134 PAGE 21 * * * * * * * ** CFM 0 0 0 3,571 3,571 3,571 72,792 BTUH 7,405 BTUH 80,198 BTUH 80,121 BTUH 80,194 BTUH CONDITIONS: 61.25 CONDITIONS: 95.00 * ** FULL COMMERCIAL H4.- LOADS PROGRAM BY ELITE SL. ...TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5 /10/00 PAGE 22 * * * * * * * * * * * * * * * ** AIR SYSTEM # 4 (FACILITIES) ZONE SUMMARY * * * * * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM/SP. 13 DOCK SEC 180 3,032 2,166 270 113 117 6 PM JUNE 26 26 0 0.63 0.65 14 RECV VEST 180 2,496 2,166 270 93 117 6 PM JUNE 26 26 0 0.52 0.65 15 TOILETS 8 PM AUGUST 16 MAINT STOR 8 PM AUGUST 19 MAINT SHOP 644 719 18,480 840 27 999 8 PM AUGUST 80 80 0 0.04 1.55 20 MAINT OFFICE 8 PM AUGUST 21 FACILITY CONTR 322 359 9,319 483 13 504 8 PM AUGUST 46 46 0 0.04 1.57 23 OPS TECH WORK AREA 552 8 PM AUGUST 24 CRIT EQUIP STOR 419 468 1,893 0 17 102 8 PM AUGUST 0 0 0 0.04 0.24 25 SOUTH CORR'S 2120 4,960 9,616 0 184 520 11 AM AUGUST 0 0 0 0.09 0.25 4 PLENUM 0 9,574 12,847 0 0 0 5 PM JUNE 0 0 0 0.00 0.00 ZONE PEAK TOTALS TOTAL ZONES: 11 420 469 1,896 0 17 102 0 0 0 0.04 0.24 483 539 2,181 0 20 118 0 0 0 0.04 0.24 132 148 3,820 198 6 206 19 19 0 0.05 1.56 616 15,976 828 23 863 79 79 0 0.04 1.56 5,452 23,380 80,360 2,889 513 3,648 276 276 0 0.09 0.67 * ** FULL COMMERCIAL HL LOADS PROGRAM BY ELITE 5...TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 PAGE 23 * * * * * * * * * * * * ** AIR SYSTEM # 4 (FACILITIES) TOTAL LOAD SUMMARY * * * * * * * * * * * * ** AIR HANDLER DESC: FACILITIES WITH VAV TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 3:33 HP. FAN INPUT: 60t COMBINED FAN AND MOTOR EFF. WITH 3.50 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 0.96 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 5 PM IN JUNE OUTDOOR CONDITIONS: 83 DB, 67 WE, 73.73 GRAINS INSIDE: 72 DB, 45' RH BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. LOADS, THE ZONE SENSIBLE PEAK TIME IN JUNE AT 3 PM IS DIFFERENT FROM THE TOTAL SYS. PEAK TIME HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE SEN. LOAD OF 67,178 SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: SUPPLY DUCT SEN.LOSS: RETURN DUCT SEN.LOSS: RETURN PLENUM SEN.LOSS: TOTAL SYSTEM SEN.LOSS: ZONE SPACE SEN.GAIN: INFILTRATION SEN.GAIN: DRAW -THRU FAN SEN.GAIN: SUPPLY DUCT SEN.GAIN: TOTAL SEN.GAIN ON SUPPLY SIDE 13,806 BTUH 0 BTUH 13,664 BTUH 0 BTUH 0 BTUH 9,574 BTUH 67,015 0 8,426 0 OF COIL: SUPPLY AIR: 75,604 / (0.997 X 1.10 X 19) • SUMMER VENT OUTSIDE AIR (7.60t OF SUPPLY): RETURN DUCT SEN.GAIN: 0 RETURN PLENUM SEN.GAIN: 12,847 OUTSIDE AIR SEN.GAIN: 3,330 BLOW -THRU FAN SEN.GAIN: 0 TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: 2,889 INFILTRATION LAT.GAIN: 0 OUTSIDE AIR LAT.GAIN: 3,947 TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: ( SUPPLY AIR: 13,806 / (0.997 X 1.08 X 25) • WINTER VENT OUTSIDE AIR (53.8% OF SUPPLY): 0 CFM) 276 CFM) 513 CFM) 276 CFM) BTUH BTUH ( 0 CFM) BTUH BTUH BTUH BTUH BTUH ( BTUH BTUH BTUH BTUH ( ( 3,630 CFM) ( 276 CFM) 276 CFM) 0 CFM) 276 CFM) 37,044 BTUH 75,441 BTUH 16,177 BTUH 91,618 BTUH 6,836 BTUH 98,454 BTUH 8.20 TONS 18 * ** FULL COMMERCIAL H, J LOADS PROGRAM BY ELITE S_2TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 PAGE 24 * * * * * * * * * * ** AIR SYSTEM # 4 (FACILITIES) PSYCHROMETRIC ANALYSIS * * * * * * * * * * ** SYSTEM -LOAD ANALYSIS LATENT GRAINS LEAVING COIL CONDITION DRAW -THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 276 CFM BLOW -THRU FAN ENTERING COIL CONDITION GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: PR m TSH • TLH 0TH • (BAROMETRIC PR X 1.10 X PR X 0.68 X PR'X 4.50 X TSH • 0.997 X 1.10 X TLH • 0.997 X 0.68 X SUM ■ 0TH - 0.997 X 4.50 X TOTAL SYSTEM LOAD ENTERING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY ( %) : ENTHALPY: 26.74 LEAVING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY ( %) : ENTHALPY: 20.69 PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) 3,630 X ( 76.065 - 53.000 ) 3,630 X ( 54.239 - 51.461 ) 3,630 X ( 26.740 - 20.694 ) • vs 76.06 60.56 40.44 BTU /LBM 53.00 50.73 86.00 BTU /LBM 51.461 2,889 1.174 2,889 52.635 3,947 1.604 6,836 54.239 SENSIBLE TEMP - CFM 53.000 8,426 2.118 0 0.000 0 0.000 67,178 16.883 75,604 72.000 0 0.000 12,847 3.229 0 0.000 3,330 0.836 0 0.000 91,781 76.065 3,630 405 0 0 3,225 3,630 91,778 BTUH 6,835 BTUH 98,613 BTUH 98,410 BTUH 98,454 BTUH ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 27.91 LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 95.00 * ** FULL COMMERCIAL HI LOADS PROGRAM BY ELITE PACE CONSULTING GROUP ABOVE NET 5/10/00• * * * * * * * * * * * * * * ** AIR SYSTEM ## 5 (D ELECT ROOMS) ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS NO. PEAK TIME & MONTH AREA O.A. CFM 26 ELECT RMS DO-D5 2668 22,732 250,417 6 PM TUNE 400 400 ZONE PEAK TOTALS 2,668 22,732 250,417 TOTAL ZONES: 1 400 400 5..2TWARE DEVELOPMENT INC * * * SEATTLE, WA 98134 PAGE 25 ZONE SUMMARY * * * * * * * * * * * * * ** SEN.GAIN LAT.GAIN HTG.CFM O.A. CFM EXH. CFM CFM /SF. • 0 845 0 0.32 0 845 0 0.32 CLG.CFM CFM /SF. 13,387 5.02 13,387 5.02 * * * FULL COMMERCIAL H�. J LOADS PROGRAM BY ELITE S., L•'TWARE DEVELOPMENT INC PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 PAGE 26 * * * * * * * * * * ** AIR SYSTEM # 5 (D ELECT ROOMS) TOTAL LOAD SUMMARY * * * * * * * * * * * ** AIR HANDLER DESC: D ELECT ROOMS WITH VAV TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 11.-23 HP. FAN INPUT: 60% COMBINED FAN AND MOTOR EFF. WITH 3.20 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 1.00 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 5 PM IN JUNE OUTDOOR CONDITIONS: 83 DB, 67 WB, 73.73 GRAINS INSIDE: 72 DB, 45% RH BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. LOADS, THE ZONE SENSIBLE PEAK TIME IN JUNE AT 6 PM IS DIFFERENT FROM THE TOTAL SYS. PEAK TIME HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE SEN. LOAD OF 250,417 SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR ZONE SPACE INFILTRATION OUTSIDE AIR SUPPLY DUCT RETURN DUCT TOTAL SYSTEM SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: ZONE SPACE SEN.GAIN: INFILTRATION SEN.GAIN: DRAW -THRU FAN SEN.GAIN: SUPPLY DUCT SEN.GAIN: TOTAL SEN.GAIN ON SUPPLY TOTAL SYSTEM SENSIBLE AND LATENT GAIN: 22,732 BTUH 0 BTUH ( 19,803 BTUH 0 BTUH 0 BTUH SUPPLY AIR: 22,732 / (0.997 X 1.08 X 25) m WINTER VENT OUTSIDE AIR (47.3% OF SUPPLY): 250,052 BTUH 0 BTUH 28,411 BTUH 0 BTUH SIDE OF COIL: SUPPLY AIR :278,828 / (0.997 X 1.10 X 19) • SUMMER VENT OUTSIDE AIR (2.98% OF SUPPLY): RETURN DUCT SEN.GAIN: 0 BTUH RETURN PLENUM SEN.GAIN: 0 BTUH OUTSIDE AIR SEN.GAIN: 4,823 BTUH BLOW -THRU FAN SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: 0 BTUH INFILTRATION LAT.GAIN: 0 BTUH OUTSIDE AIR LAT.GAIN: 5,718 BTUH TOTAL LAT.GAIN ON AIR HANDLING SYSTEM; TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR; 0 CFM) 400 CFM) 845 CFM) 400 CFM) 0 CFM) ( 13,387 CFM) ( 400 CFM) ( 400 CFM) 0 CFM) 400 CFM) 42,535 BTUH 278,463 BTUH 4,823 BTUH 283,286 BTUH 5,718 BTUH 289,004 BTUH 24.08 TONS • * ** FULL COMMERCIAL HI PACE CONSULTING GROUP ABOVE NET * * * * * * * * ** AIR SYSTEM # SYSTEM LOAD ANALYSIS LEAVING COIL CONDITION DRAW -THRU PAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS LOADS PROGRAM BY 5/10/00 5 (D ELECT ROOMS) ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 400 CFM 5,718 BLOW -THRU FAN ENTERING COIL CONDITION PR = (BAROMETRIC TSH • PR X 1.10 X TLH • PR X 0.68 X GTH • PR X 4.50 X SUM • GTH • 0.997 X 4.50 X TOTAL SYSTEM LOAD ENTERING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY( %): ENTHALPY: 25.68 72.33 58.97 45.03 BTU /LBM LEAVING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY('): ENTHALPY: 20.88 53.00 51.05 87.92 BTU /LBM LATENT GRAINS 52.635 0 0.000 0 52.635 0.630 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: TSH • 0.997 X 1.10 X 13,387 X ( 72.329 - 53.000 ) • TLH • 0.997 X 0.68 X 13,387 X ( 53.265 - 52.635 ) • 13,387 X ( 25.678 - 20.876 ) ELITE S... "TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 PAGE 27 PSYCHROMETRIC ANALYSIS * * * * * * * * * ** SENSIBLE TEMP - CFM 53.000 28,411 1.936 0 0.000 0 0.000 250,417 17.064 278,828 72.000 0 0.000 0 0.000 0 0.000 4,823 0.329 0 0.000 PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) 1,364 0 0 12,023 13,387 5,718 53.265 283,651 72.329 13,387 283,651 BTUH 5,718 BTUH 289,369 BTUH 288,278 BTUH 289,004 BTUH ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 48.23 LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 95.00 * ** FULL COMMERCIAL HV. . LOADS PROGRAM BY ELITE S... DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 • PAGE 28 * * * * * * * * * * * * * * ** AIR SYSTEM # 6 (M ELECT ROOMS) ZONE SUMMARY * * * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. 27 ELECT RMS M1 -M3 10 AM JUNE 28 ELECT RM MO 10 AM JUNE 29 El & E2 ROOMS 6 PM JUNE ZONE PEAK TOTALS TOTAL ZONES: 3 2100 17,360 315 700 15,492 105 1610 2,666 242 4,410 35,518 662 101,764 315 40,163 105 47,626 242 189,553 662 0 645 0 0.31 0 576 0 0.82 0 99 0 0.06 0 1,320 0 0.30 CLG.CFM CFM /SF. 5,440 2.59 2,147 3.07 2,546 1.58 10,133 2.30 . u * ** FULL COMMERCIAL H\. LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * ** AIR SYSTEM # 6 (M AIR HANDLER DESC: M ELECT ROOMS WITH VAV TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 8:39 HP. FAN INPUT: 60% COMBINED FAN AND MOTOR EFF. WITH 3.20 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 1.00 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 4 PM IN JUNE OUTDOOR CONDITIONS: 84 DB, 67 WB, 72.12 GRAINS INSIDE: 72 DB, 455 RH BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. LOADS, THE ZONE SENSIBLE PEAK TIME IN JUNE AT 10 AM IS DIFFERENT FROM THE TOTAL SYS. PEAK TIME HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE SEN. LOAD OF 187,162 SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR ZONE SPACE INFILTRATION OUTSIDE AIR SUPPLY DUCT RETURN DUCT TOTAL SYSTEM ZONE SPACE SEN INFILTRATION SEN DRAW -THRU FAN SEN SUPPLY DUCT SEN TOTAL SEN.GAIN ON SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SUPPLY AIR: 35,518 / (0.997 X 1.08 X 25) WINTER VENT OUTSIDE AIR (50.1% OF SUPPLY): ZONE SPACE LAT.GAIN: INFILTRATION LAT.GAIN: OUTSIDE AIR LAT.GAIN: TOTAL LAT.GAIN ON AIR HANDLING .GAIN: 186,031 BTUH .GAIN: 0 BTUH .GAIN: 21,234 BTUH .GAIN: 0 BTUH SUPPLY SIDE OF COIL: SUPPLY AIR:208,396 / (0.997 X 1.10 X 19) la SUMMER VENT OUTSIDE AIR (6.61% OF SUPPLY): RETURN DUCT SEN.GAIN: 0 RETURN PLENUM SEN.GAIN: 0 OUTSIDE AIR SEN.GAIN: 8,708 BLOW -THRU FAN SEN.GAIN: 0 TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: 0 0 8,743 SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: PROGRAM BY ELITE 6,- ,..TWARE DEVELOPMENT INC * ** • SEATTLE, WA 98134 5/10/00 PAGE 29 ELECT ROOMS) TOTAL LOAD SUMMARY * * * * * * * * * * * ** 29,993 BTUH 5,525 BTUH ( 32,774 BTUH 0 BTUH 0 BTUH TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: BTUH BTUH ( BTUH 93 CFM) 662 CFM) 1,320 CFM) 662 CFM) 0 CFM ( 10,006 CFM) ( 662 CFM) BTUH BTUH BTUH ( 662 CFM) BTUH 0 CFM) 662 CFM) 68,292 BTUH 207,265 BTUH 8,708 BTUH 215,973 BTUH 8,743 BTUH 224,716 BTUH 18.73 TONS . M r * ** FULL COMMERCIAL H", PACE CONSULTING GROUP ABOVE NET * * * * * * * * ** AIR SYSTEM # SYSTEM LOAD ANALYSIS LEAVING COIL CONDITION DRAW-THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 662 CFM BLOW -THRU FAN ENTERING COIL CONDITION PR • TSH • TLH • GTH (BAROMETRIC PR X 1.10 X PR X 0.68 X PR X 4.50 X TSH • 0.997 X 1.10 X TLH • 0.997 X 0.68 X SUM • GTH s 0.997 X 4.50 X TOTAL SYSTEM LOAD LOADS PROGRAM BY 5/10/00 6 (M ELECT ROOMS) ENTERING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY (fir) : ENTHALPY: 25.89 DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY('): ENTHALPY: 20.88 72.79 59.29 44.86 BTU /LBM LEAVING COOLING COIL CONDITIONS: 53.00 51.05 87.92 BTU /LBM LATENT GRAINS 52.635 0 0.000 0 52.635 8,743 1.289 8,743 53.924 217,104 72.794 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) 10,006 X ( 72.794 - 53.000 ) 10,006 X ( 53.924 - 52.635 ) 10,006 X ( 25.894 - 20.876 ) - ELITE S.. :'TWARE DEVELOPMENT INC * * * SEATTLE, WA 98134 • PAGE 30 PSYCHROMETRIC ANALYSIS * * * * * * * * * ** SENSIBLE TEMP - CFM 53.000 21,234 1.936 0 0.000 0 0.000 187,162 17.064 208,396 72.000 0 0.000 0 0.000 0 0.000 8,708 0.794 0 0.000 • • 1, 020 0 0 8,986 10,006 10,006 217,104 BTUH 8,742 BTUH 225,845 BTUH 225,159 BTUH 224,716 BTUH ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 46.93 LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 95.00 1 § i i * ** FULL COMMERCIAL LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * ** AIR SYSTEM # ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. 17 ELECT ROOM 126 7 AM JANUARY 18 JANITOR 81 7 AM JANUARY 30 RECEIVING 1136 7 AM JANUARY ZONE PEAK TOTALS 1,343 TOTAL ZONES: 3 • PROGRAM BY ELITE S..2TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 5/10/00 • PAGE 31 7 (NO COOLING) ZONE SUMMARY * * * * * * * * * * * * * * * ** 209 0 134 0 44,858 0 45,201 0 0 0 0 0 0 0 0 0 0 8 0 0 0.06 0.00 0 5 0 0 0.06 0.00 0 1,667 0 0 1.47 0.00 0 1,680 0 0 1.25 0.00 * ** FULL COMMERCIAL Ht .2 LOADS PROGRAM BY ELITE ..ITWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 5/10/00 PAGE 32 * * * * * * * * * * * * ** AIR SYSTEM # 7 (NO COOLING) TOTAL LOAD SUMMARY * * * * * * * * * * * * ** AIR HANDLER DESC: NO COOLING WITH CV (PROPORTION) TERMINALS SENSIBLE HEAT RATIO: 0.00 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 12 AM IN AUGUST OUTDOOR CONDITIONS: 67 DB, 62 WB, 72.12 GRAINS INSIDE: 72 DB, 45% RH SUMMER: NONE CONTROLS OUTSIDE AIR WINTER: NONE CONTROLS OUTSIDE AIR ZONE SPACE INFILTRATION OUTSIDE AIR SUPPLY DUCT RETURN DUCT TOTAL SYSTEM SUPPLY AIR: 45,201 / (0.997 X 1.08 X 25) a WINTER VENT OUTSIDE AIR (0.00% OF SUPPLY): ZONE SPACE SEN INFILTRATION SEN DRAW -THRU FAN SEN SUPPLY DUCT SEN TOTAL SEN.GAIN ON SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SUPPLY AIR: 0 / (0.997 X 1.10 X 0) • SUMMER VENT OUTSIDE AIR (0.00% OF SUPPLY) : RETURN DUCT SEN.GAIN: 0 RETURN PLENUM SEN.GAIN: 0 OUTSIDE AIR SEN.GAIN: 0 BLOW -THRU FAN SEN.GAIN: 0 TOTAL SEN.GAIN ON RETURN SIDE OF COIL: ZONE SPACE LAT.GAIN: 0 INFILTRATION LAT.GAIN: 0 OUTSIDE AIR LAT.GAIN: 0 TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: 22,685 BTUH • 22,516 BTUH 0 BTUH 0 BTUH 0 BTUH TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: BTUH BTUH BTUH .GAIN: 0 BTUH .GAIN: 0 BTUH .GAIN: 0 BTUH .GAIN: 0 BTUH SUPPLY SIDE OF COIL: 379 CFM) 0 CFM) 1,680 CFM) 0 CFM) 0 CFM) 0 CFM) 0 CFM) BTUH BTUH BTUH ( 0 CFM) BTUH 0 CFM) 0 CFM) 45,201 BTUH 0 BTUH 0 BTUH TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: 0 BTUH 0 BTUH 0 BTUR 0.00 TONS PACE CONSULTING 5005 3RD. AVENUE SEATTLE, WA FULL COMMERCIAL HVAC LOADS PROGRAM el014, Rooms Wafer 'S )111.6•41) BUILDING MASTER (CIisWe,I TA AND DESIGN PARAMETERS: DESIGN OUTDOOR OUTDOOR MONTH DRY BULB WET BULB JANUARY 54 48 MARCH 61 49 JULY 85 67 JUNE 85 67 AUGUST 85 67 WINTER 24 0 ROOF ASHRAE ROOF TYPE ROOF ## U -FAC 1. 5 0.050 WALL ASHRAE WALL WALL TYPE GROUP U -FAC COLOR 1. G 0.140 DAR 1 . 2 . 0.650 0.650 0.650 0.650 AROUP SOUTH 98134 GENERAL PROJECT INFORMATION: ROOF SUSP COLOR CLG. DARK YES GLASS SUMMER WINTER GLASS NO. U -FAC. U -FAC. SHD.COEF 0.600 0.600 INDOOR REL.HUM 45% 45% 45% 45% 45% 50% INTERIOR SHADING PROJECT FILE NAME: PROJECT LOCATION: BAROMETRIC PRESSURE: ALTITUDE: NORTH LATITUDE: MEAN DAILY TEMPERATURE RANGE: ATMOSPHERIC CLEARNESS FACTOR: GROUND REFLECTANCE: STARTING TIME FOR HVAC LOAD CALCULATIONS: ENDING TIME FOR HVAC LOAD CALCULATIONS: FLOOR HEAT LOSS COEFFICIENT: NUMBER OF UNIQUE ZONES IN THIS PROJECT: PROu.....:T : CLIENT: DATE: DESIGNER: INDOOR DRY BULB I understand that the Plant Chock ctl)fr(Vais rrat� subjoin tUorrori and omissions rind itti,r?„,i INTERIOR ROOM SHD.COEF CONST NO 0.000 MEDIUM NO 0.000 MEDIUM ABOVE NET MCKINSTRY COMPANY 4/11/00 LL GRAINS IN /OUTDOOR DIFF. CORRECTION 72 -12.49 -36 72 -20.10 -29 72 17.87 -5 72 17.87 -5 72 17.87 -5 70 0.00 C :ANETCW Tukwila,WA 29 IN.HG 96 FEET 47 DEGREES 22 DEG.F 1.00 20 PERCENT 7 AM 8 PM 0.81 BTUH /FT -F 25 RECEIVED CITY OF T KWItA JUN 1 it 2000 RMIT CENTER t1woo GLASS GLASS WIDTH HEIGHT 1.00 5.00 1.00 9.00 1i * ** FULL COMMERCIAL H C LOADS PROGRAM BY ELITE ;, .JFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 4/11/00' PAGE 2 * * * * * * * * * * * * * * * * * * * ** GENERAL PROTECT DATA (CONTINUED) * * * * * * * * * * * * * * * * * * * ** BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: LIGHTING REQUIREMENTS: EQUIPMENT REQUIREMENTS: PEOPLE SENSIBLE LOAD MULTIPLIER: PEOPLE LATENT LOAD MULTIPLIER: PEOPLE OCCUPANCY BASIS: ZONE SENSIBLE SAFETY FACTOR: ZONE LATENT SAFETY FACTOR: ZONE HEATING SAFETY FACTOR: PEOPLE DIVERSITY FACTOR: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: BUILDING DEFAULT CLG. HEIGHT: BUILDING DEFAULT WALL HEIGHT: INTERNAL OPERATING LOAD PROFILES (C•100): REF HR HR HR HR HR HR HR NO. 1 2 3 4 5 6 7 ALL DESIGN BOTH HEATING 1.20 WATTS 6.00 WATTS 245 BTUHS 200 BTUHS 1 PERSON 0% 0% 0% 100% 3. 1 1 10.00 FEET 26.00 FEET AND COOLING LOADS PER SQUARE FOOT PER SQUARE FOOT PER PERSON PER PERSON PER 140 SQ.FT HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1. C C C C C C C C C C C C C C C C C C C C C C C C 2. C C C C C C C C C C C C C C C C C C C C C C C C 3. C C C C C C C C C C C C C C C C C C C C C C C C 4. C C C C C C C C C C C C C C C C C C C C C C C C 5. C C C C C C C C C C C C C C C C C C C C C C C C 6. C C C C C C C C C C C C C C C C C C C C C C C C 7. C C C C C C C C C C C C C C C C C C C C C C C C 8. C C C C C C C C C C C C C C C C C C C C C C C C 9. C C C C C C C C C C C C C C C C C C C C C C C C 10. C C C C C C C C C C C C C C C C C C C C C C C C DATA TAKEN FROM THE 1989 ASHRAE HANDBOOK OF FUNDAMENTALS * * * FULL COMMERCIAL HA, . ,: LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * * * * ** AIR AIR HANDLER # 1 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. (DEG.F): DRY BULB TEMPERATURE ( DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY ( %): STATIC PRESS. ACROSS FAN (IN.WG): SUMMER SUPPLY DUCT TEMP. RISE SUMMER RETURN DUCT TEMP. RISE WINTER SUPPLY DUCT TEMP. DROP WINTER RETURN DUCT TEMP. DROP CHILLED WATER TEMP.DIFFERENCE HOT WATER TEMP.DIFFERENCE COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100% OF SUPPLY AIR: PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AIR SUMMER DB TEMP PRETREATED AIR SUMMER WS TEMP PRETREATED AIR WINTER DB TEMP DESIGN OUTDOOR OUTDOOR MONTH DRY BULB WET BULB JANUARY 54 48 MARCH 61 49 JULY 85 67 JUNE 85 67 AUGUST 85 67 WINTER 24 0 PROGRAM 4/11/ HANDLER (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): (DEG.F): ( DEG.F) : INDOOR REL.HUM 0 0.000 0 0.000 0 0.000 0 0.000 NO NO NO 0 0 0 BY ELITE Svr'TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 00' PAGE 3 INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** CO -LO 6 VARIABLE AIR VOLUME SUM PEAK ZONE CFMS DRAW -THRU BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 1 1 1 NO 95 53 0 0 0 60 3.200 0.000 0.000 0.000 0.000 0.000 0.000 INDOOR GRAINS IN /OUTDOOR DRY BULB DIFF, CORRECTION 45% 72 - 12.49 -36 45% 72 -20.10 -29 45% 72 17.87 -5 45% 72 17,87 -5 45% 72 17.87 -5 50% 70 0.00 * * * FULL COMMERCIAL HL.~' LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * * * * ** AIR AIR HANDLER # 2 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. ( DEG.F): DRY BULB TEMPERATURE ( DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY (%): STATIC PRESS. ACROSS FAN (IN. WG) : SUMMER SUPPLY DUCT TEMP. RISE ( DEG.F): SUMMER RETURN DUCT TEMP. RISE ( DEG.F): WINTER SUPPLY DUCT TEMP. DROP ( DEG.F): WINTER RETURN DUCT TEMP. DROP (DEG.F): CHILLED WATER TEMP.DIFFERENCE ( DEG.F): HOT WATER TEMP.DIFFERENCE ( DEG.F): COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100'It OF SUPPLY AIR: PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AIR SUMMER DB TEMP (DEG.F): PRETREATED AIR SUMMER WB TEMP ( DEG.F): PRETREATED AIR WINTER DB TEMP (DEG.F): DESIGN MONTH JANUARY MARCH JULY JUNE AUGUST WINTER OUTDOOR DRY BULB 54 61 85 85 85 24 OUTDOOR INDOOR WET BULB REL.HUM 48 49 67 67 67 0 PROGRAM 4/11/ HANDLER 454; 45% 45% 45% 45% 50% BY ELITE b FTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 00' PAGE 4 INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** CO -LO 5 VARIABLE AIR VOLUME SUM PEAK ZONE CFMS DRAW -THRU BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 1 1 1 NO 95 53 0 0 0 60 3.200 0.000 0.000 0.000 0.000 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 NO NO NO 0 0 0 INDOOR GRAINS IN /OUTDOOR DRY BULB DIFF. CORRECTION 72 -12.49 -36 72 - 20.10 -29 72 17.87 -5 72 17.87 -5 ' 72 17.87 -5 70 0.00 * ** FULL COMMERCIAL H LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * * * * ** AIR AIR HANDLER # 3 INPUT DATA: PROGRAM 4/11/ HANDLER AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. ( DEG.F): DRY BULB TEMPERATURE (DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUR GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY (*): STATIC PRESS. ACROSS FAN (IN.WG): SUMMER SUPPLY DUCT TEMP. RISE ( DEG.F): SUMMER RETURN DUCT TEMP. RISE ( DEG.F): WINTER SUPPLY DUCT TEMP. DROP ( DEG.F): WINTER RETURN DUCT TEMP. DROP (DEG.F): CHILLED WATER TEMP.DIFFERENCE ( DEG.F): HOT WATER TEMP.DIFFERENCE ( DEG.F): COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100% OF SUPPLY AIR: PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AIR SUMMER DB TEMP (DEG.F): PRETREATED AIR SUMMER WB TEMP ( DEG.F): PRETREATED AIR WINTER DB TEMP ( DEG.F): DESIGN OUTDOOR OUTDOOR INDOOR MONTH DRY BULB WET BULB REL.HUM JANUARY 54 48 45V MARCH 61 49 45% JULY 85 67 45% JUNE 85 67 45% AUGUST 85 67 45% WINTER 24 0 50% BY ELITE 00 INPUT DATA CO -L0 3 & 4 VARIABLE AIR VOLUME SUM PEAK ZONE CFMS DRAW -THRU BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 1 1 1 NO 95 53 0 0 60 3.200 0.000 0.000 0.000 0.000 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 NO 00 NO 0 0 0 :'TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 PAGE 5 * * * * * * * * * * * * * * * * * * * * * * * * ** • INDOOR GRAINS IN /OUTDOOR DRY BULB DIFF. CORRECTION 72 -12.49 -36 72 -20.10 -29 72 17.87 -5 72 17.87 -5 72 17.87 -5 70 0.00 0 § it S ti ig * ** FULL COMMERCIAL H., LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * * * * * * * * * ** AIR AIR HANDLER # 4 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. ( DEG.F): DRY BULB TEMPERATURE ( DEG.F): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN,MOTOR EFFICIENCY (%): STATIC PRESS. ACROSS FAN (IN.WG): SUMMER SUPPLY DUCT TEMP. RISE ( DEG.F) SUMMER RETURN DUCT TEMP. RISE ( DEG.F) WINTER SUPPLY DUCT TEMP. DROP (DEG.F) WINTER RETURN DUCT TEMP. DROP ( DEG.F) CHILLED WATER TEMP. DIFFERENCE ( DEG.F) HOT WATER TEMP.DIFFERENCE (DEG. ?) COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE: VENTILATION IS 100% OF SUPPLY AIR: PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED AIR SUMMER DB TEMP PRETREATED AIR SUMMER WB TEMP PRETREATED AIR WINTER DB TEMP DESIGN OUTDOOR OUTDOOR MONTH DRY BULB WET BULB JANUARY 54 48 MARCH 61 49 JULY 85 67 JUNE 85 67 AUGUST 85 67 WINTER 24 0 PROGRAM 4/11/ HANDLER ( DEG.F) (DEG.F) ( DEG.F) INDOOR REL . HUM BY ELITE Sur`TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 00 " PAGE 6 INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** CO -LO 1 & 2 VARIABLE AIR VOLUME SUM PEAK ZONE CFMS DRAW -THRU BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 1 1 1 NO 95 53 0 0 0 60 3.200 0.000 0.000 0.000 0.000 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 NO NO NO 0 0 0 INDOOR GRAINS IN /OUTDOOR DRY BULB DIFF. CORRECTION 45% 72 -12.49 -36 45% 72 -20.10 -29 45% 72 17.87 --5 45% 72 17.87 -5 45% 72 17.87 -5 50% 70 0.00 * ** FULL COMMERCIAL H\. ,:; LOADS PROGRAM BY ELITE Sur "TWARE PACE CONSULTING GROUP ABOVE NET 4/11/00 * * * * * * * * * * * * * * * * ** AIR SYSTEM # 1 (CO -LO 6) ZONE SUMMARY ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. 1 COLO 6 6 PM JUNE 10 (2) EC PAIX 6 PM JUNE 25 MFN 6 PM JUNE ZONE PEAK TOTALS TOTAL ZONES: 3 7401 192 2040 9,633 17,022 2,321,634 0 0 442 0 35,402 0 14,517 45,526 0 0 31,981 2,402,562 0 0 DEVELOPMENT INC * ** SEATTLE, WA 98134 PAGE 7 * * * * * * * * * * * * * * * * * ** 0 633 0 0.09 0 16 0 0.08 0 540 0 0.26 0 1,189 0 0.12 CLG.CFM CFM /SF. 124,116 16.77 1,893 9.86 2,434 1.19 128,443 13.33 * ** FULL COMMERCIAL H LOADS PROGRAM BY ELITE ;,,.FTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 4/11/00' PAGE 8 * * * * * * * * * * * * * * ** AIR SYSTEM # 1 (CO -LO 6) TOTAL LOAD SUMMARY * * * * * * * * * * * * * ** AIR HANDLER DESC: CO-LO 6 WITH VAV TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF107 -.73 HP. FAN INPUT: 60k COMBINED FAN AND MOTOR EFF. WITH 3.20 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 1.00 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 6 PM IN JUNE OUTDOOR CONDITIONS: 80 DB, 66 WS, 73.52 GRAINS INSIDE: 72 DB, 45% RH SUMMER: NONE CONTROLS OUTSIDE AIR WINTER: NONE CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: 31,981 BTUH INFILTRATION SEN.LOSS: 0 BTUH ( 0 CFM) OUTSIDE AIR SEN.LOSS: 0 BTUH ( 0 CFM) SUPPLY DUCT SEN.LOSS: 0 BTUH RETURN DUCT SEN.LOSS: 0 BTUH TOTAL SYSTEM SEN.LOSS: SUPPLY AIR: 31,981 / (0.997 X 1.08 X 25) _ ( 1,189 CFM) WINTER VENT OUTSIDE AIR (0.00% OF SUPPLY): ( 0 CFM) ZONE SPACE SEN.GAIN: 2,402,562 BTUH INFILTRATION SEN.GAIN: 0 BTUH ( 0 CFM) DRAW -THRU FAN SEN.GAIN: 272,583 BTUH SUPPLY DUCT SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY: 2,675,145 / (0.997 X 1.10 X 19) • SUMMER VENT OUTSIDE AIR (0.00% OF SUPPLY): 128,442 CFM) 0 CFM) RETURN DUCT SEN.GAIN: 0 BTUH RETURN PLENUM SEN.GAIN: 0 BTUH OUTSIDE AIR SEN.GAIN: 0 BTUH ( 0 CFM) BLOW -THRU FAN SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON RETURN SIDE OF COIL: ZONE SPACE LAT.GAIN: 0 BTUH INFILTRATION LAT.GAIN: 0 BTUH ( 0 CFM) OUTSIDE AIR LAT.GAIN: 0 BTUH ( 0 CFM) TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 31,981 BTUH 2,675,145 BTUH 0 BTUH TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: 2,675,145 BTUH 0 BTUH 2,675,145 BTUH 222.93 TONS * ** FULL COMMERCIAL HI/ . LOADS PROGRAM BY ELITE S.,r'TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 4/11/00 ' PAGE 9 * * * * * * * * * * * * ** AIR SYSTEM # 1 (CO -LO 6) PSYCHROMETRIC ANALYSIS * * * * * * * * * * * ** SYSTEM LOAD ANALYSIS LATENT GRAINS SENSIBLE TEMP - LEAVING COIL CONDITION DRAW -THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 0 CFM BLOW -THRU FAN ENTERING COIL CONDITION PR - TSH TLH GTH (BAROMETRIC PR X 1.10 X PR X 0.68 X PR X 4.50 X TSH - 0.997 X 1.10 X TLH - 0.997 X 0.68 X SUM GTH - 0.997 X 4.50 X TOTAL SYSTEM LOAD ENTERING COOLING COIL 128,442 X ( 128,442 X CONDITIONS: DRY BULB TEMPERATURE: 72.00 WET BULB TEMPERATURE: 58.70 RELATIVE HUMIDITY(i): 45.00 ENTHALPY: 25.50 BTU /LBM LEAVING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: 53.00 WET BULB TEMPERATURE: 51.05 RELATIVE HUMIDITY('): 87.92 ENTHALPY: 20.88 BTU /LBM 52.635 0 0.000 0 52.635 0 0.000 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: 272,583 0 0 2,402,562 2,675,145 0 0 0 0 0 128,442 X ( 25.500 - 20.876 ) 53.000 1.936 0.000 0.000 17.064 72.000 0.000 0.000 0.000 0.000 0.000 0 52.635 2,675,145 72.000 128,442 PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) 72.000 - 53.000 ) - 2,675,144 BTUH 52.635 - 52.635 ) - 0 BTUH DRY BULB TEMPERATURE: CFM 13,087 0 0 115,355 128,442 2,675,144 BTUH 2,663,042 BTUH 2,675,145 BTUH ENTERING HEATING COIL CONDITIONS: 70.00 s LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 95.00 * ** FULL COMMERCIAL Hf PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * * * * * ** AIR ZN. ZONE •- DESCRIPTION NO. PEAK TIME & MONTH 2 CO -LO 5 5 PM JUNE 4 DATA 6 PM JUNE 6 TELCO -MDF 6 PM JUNE 7 DC PLANT 6 PM JUNE 8 WORK AREA 6 PM JUNE 9 (2) EC 6 PM JUNE ZONE PEAK TOTALS TOTAL ZONES: 6 LOADS PROGRAM BY ELITE Svr "TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 4/11/00 PAGE 10 SYSTEM # 2 (CO -LO 5) ZONE SUMMARY * * * * * * * * * * * * * * * * * ** FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. 8220 48,178 0 627 1,442 0 113 2,615 0 376 865 0 607 1,396 0 191 439 0 2,591,040 0 79,089 0 143,422 0 51,152 0 17,602 0 35,397 0 11,158 54,935 2,917,702 0 0 • 867 0 0 1,791 0 0.22 CLG.CFM CFM /SF. 138,518 16.85 0 54 4,228 0 0.09 6.74 0 97 7,667 0 0.09 6.74 0 32 2,735 0 0.09 7.27 52 941 0.09 1.55 0 16 1,892 0 0.08 9.91 867 2,042 155,981 0 0.18 13.98 • * ** FULL COMMERCIAL 144._.. LOADS PROGRAM BY ELITE SV?TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 4/11/00 PAGE 11 * * * * * * * * * * * * * * ** AIR SYSTEM # 2 (CO -LO 5) TOTAL LOAD SUMMARY * * * * * * * * * * * * * ** AIR HANDLER DESC: CO -LO 5 WITH VAV TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF130.-83 HP. FAN INPUT: 60% COMBINED FAN AND MOTOR EFF. WITH 3.20 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 1.00 -- - -- THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 5 PM IN JUNE OUTDOOR CONDITIONS: 83 DB, 67 WB, 73.73 GRAINS INSIDE: 72 DB, 45% RH SUMMER: NONE CONTROLS OUTSIDE AIR WINTER: NONE CONTROLS OUTSIDE AIR ZONE SPACE INFILTRATION OUTSIDE AIR SUPPLY DUCT RETURN DUCT TOTAL SYSTEM ZONE SPACE SEN. INFILTRATION SEN. DRAW -THRU FAN SEN. SUPPLY DUCT SEN. TOTAL SEN.GAIN ON SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: SUPPLY AIR: 54,935 / (0.997 X 1.08 X 25) WINTER VENT OUTSIDE AIR (0.00% OF SUPPLY): GAIN: 2,917,702 GAIN: 0 GAIN: 331,029 GAIN: 0 SUPPLY SIDE OF COIL: RETURN DUCT SEN.GAIN: 0 RETURN PLENUM SEN.GAIN: 0 OUTSIDE AIR SEN.GAIN: 0 BLOW -THRU FAN SEN.GAIN: 0 TOTAL SEN.GAIN ON RETURN SIDE OF COIL: ZONE SPACE LAT.GAIN: 867 INFILTRATION LAT.GAIN: 0 OUTSIDE AIR LAT.GAIN: 0 TOTAL LAT.GAIN ON AIR HANDLING SYSTEM; TOTAL SYSTEM SENSIBLE AND LATENT GAIN: 54,935 BTUH 0 BTUH ( 0 BTUH ( 0 BTUH 0 BTUH SUPPLY: 3,248,731 / (0.997 X 1.10 X 19) ■ SUMMER VENT OUTSIDE AIR (0.00% OF SUPPLY): TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: 3,248,731 BTUH TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR; BTUH BTUH BTUH 0 CFM) 0 CFM) ( 2,042 CFM) ( 0 CFM) BTUH BTUH ( 0 CFM) BTUH BTUH 155,982 CFM) 0 CFM) BTUH BTUH BTUH ( 0 CFM) BTUH 0 CFM) 0 CFM) 54,935 BTUH 3,248,731 BTUH 0 BTUH 867 BTUH 3,249,598 BTUH 270.80 TONS SYSTEM LOAD ANALYSIS * ** FULL COMMERCIAL H . LOADS PACE CONSULTING GROUP ABOVE NET * * * * * * * * * * * * ** AIR SYSTEM # 2 LEAVING COIL CONDITION DRAW —THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 0 CFM BLOW —THRU FAN ENTERING COIL CONDITION 867 52.626 0.008 867 52.634 0 0.000 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: PR - (BAROMETRIC TSH = PR X 1.10 X TLH • PR X 0.68 X GTH is PR X 4.50 X TSH • 0.997 X 1.10 X 155,982 X TLH • 0.997 X 0.68 X 155,982 X SUM so 0TH - 0.997 X 4.50 X TOTAL SYSTEM LOAD ENTERING COOLING COIL DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY ( %) : ENTHALPY: 25 LEAVING COOLING COIL DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY('); ENTHALPY: 20.88 72.00 58.70 45.00 .50 BTU /LBM 53.00 51.04 87.88 BTU /LBM PROGRAM BY ELITE L.,r'TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 4/11/00 PAGE 12 (CO —LO 5) PSYCHROMETRIC ANALYSIS * * * * * * * * * * * ** LATENT GRAINS SENSIBLE TEMP CFM 331,029 0 0 2,917,702 3,248,731 0 0 0 0 0 155,982 X ( 25.500 - 20.875 ) - 53.000 1.936 0.000 0.000 17.064 72.000 0.000 0.000 0.000 0.000 0.000 867 52.634 3,248,731 72.000 155,982 PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVINO) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING — ENTHALPY.LEAVING) 15, 894 0 0 140,088 155,982 72.000 - 53.000 ) - 3,248,730 BTUH 52.634 - 52.626 ) - 867 BTUH 3,249,597 BTUH 3,234,921 BTUH 3,249,598 BTUH CONDITIONS; ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 70.00 CONDITIONS: LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE; 95.00 * ** FULL COMMERCIAL HA 2 LOADS PROGRAM PACE CONSULTING GROUP ABOVE NET 4/11/ * * * * * * * * * * * * * * ** AIR SYSTEM # 3 (CO -LO ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. 11 CO-LO 4 11180 25,714 6 PM JUNE 0 12 WORK AREA 638 1,467 6 PM JUNE 0 13 DC PLANT 528 1,214 6 PM JUNE 0 14 TELCO /MDF 1430 .3,289 6 PM JUNE 0 15 DATA 682 1,569 6 PM JUNE t, 0 16 2 EC ROOMS 396 911 6 PM JUNE 0 17 CO -LO -3 11180 25,714 6 PM JUNE 0 ZONE PEAK TOTALS 26,034 TOTAL ZONES: 7 BY ELITE :,,, " TWARE DEVELOPMENT INC SEATTLE, WA 98134 00 - PAGE 13 3 & 4) ZONE SUMMARY * * * * * * * * * * * * * * * ** 3,507,077 0 18,505 0 52,187 0 180,384 0 86,027 0 36,789 0 3,507,077 0 59,878 7,388,046 0 0 0 0 0.09 956 187,490 16.77 911 55 989 0 0.09 1.55 0 45 2,790 0 0.09 5.28 0 122 9,643 0 0.09 6.74 0 58 4,599 0 0.09 6.74 0 34 1,967 0 0.09 4.97 0 956 187,490 0 0.09 16.77 911 2,226 394,968 0 0.09 15.17 * ** FULL COMMERCIAL H\ .: LOADS PROGRAM PACE CONSULTING GROUP ABOVE NET 4/11 * * * * * * * * * * * * ** AIR SYSTEM # 3 (CO -LO 3 AIR HANDLER DESC: CO -LO 3 & 4 WITH VAV TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER 0F331:29 HP. FAN INPUT: 60' COMBINED FAN AND MOTOR EFF. WITH 3.20 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 1.00 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 6 PM IN JUNE OUTDOOR CONDITIONS: 80 DB, 66 WB, SUMMER: NONE CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: SUPPLY DUCT SEN.LOSS: RETURN DUCT SEN.LOSS: TOTAL SYSTEM SEN.LOSS: SUPPLY AIR: 59,878 / (0.997 X 1.08 X 25) m ( WINTER VENT OUTSIDE AIR (0.00% OF SUPPLY): ZONE SPACE SEN INFILTRATION SEN DRAW -THRU FAN SEN SUPPLY DUCT SEN TOTAL SEN.GAIN ON .GAIN: 7,388,046 BTUH .GAIN: 0 BTUH .GAIN: 838,212 BTUH .GAIN: 0 BTUH SUPPLY SIDE OF COIL: SUPPLY: 8,226,258 / (0.997 X 1.10 X 19) - ( SUMMER VENT OUTSIDE AIR (0.00t OF SUPPLY) : RETURN DUCT SEN.GAIN: 0 BTUH RETURN PLENUM SEN.GAIN: 0 BTUH OUTSIDE AIR SEN.GAIN: 0 BTUH BLOW -THRU FAN SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: 911 BTUH INFILTRATION LAT.GAIN: 0 BTUH OUTSIDE AIR LAT.GAIN: 0 BTUH TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: BY ELITE Svr'TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 /00' PAGE 14 & 4) TOTAL LOAD SUMMARY * * * * * * * * * * * ** 73.52 GRAINS INSIDE: 72 DB, 45% RH 59,878 BTUH 0 BTUH 0 BTUH ( 0 BTUH 0 BTUH WINTER: NONE CONTROLS OUTSIDE AIR 0 CFM) 0 CFM) 2,225 CFM) 0 CFM) 0 CFM) 394,969 CFM) 0 CFM) 0 CFM) 0 CF,M) 0 CFM) 59,878 BTUH 8,226,258 BTUH 0 BTUH 8,226,258 BTUH 911 BTUH 8,227,169 BTUH 685.60 TONS * ** FULL COMMERCIAL In J LOADS PROGRAM BY ELITE Sir "TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 4/11/00 PAGE 15 * * * * * * * * * * ** AIR SYSTEM # 3 (CO -LO 3 & 4) PSYCHROMETRIC ANALYSIS * * * * * * * * * ** SYSTEM -LOAD ANALYSIS LEAVING COIL CONDITION DRAW -THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 0 CFM BLOW -THRU FAN GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: PR - TSH TLH GTH - (BAROMETRIC PR X 1.10 X PR X 0.68 X PR X 4.50 X TSH - 0.997 X 1.10 X TLH - 0.997 X 0.68 X SUM - GTH • 0.997 X 4.50 X TOTAL SYSTEM LOAD ENTERING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY (%) : ENTHALPY: 25.50 LEAVING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY('): ENTHALPY: 20.88 394,969 X 394,969 X 72.00 58.70 45.00 BTU /LBO 53.00 51.05 87.92 BTU /LBM LATENT GRAINS SENSIBLE TEMP - CFM 52.631 53.000 838,212 1.936 0 0.000 0 0.000 911 0.003 7,388,046 17.064 911 52.635 0 0.000 8,226,258 0 0 0 0 0 72.000 0.000 0.000 0.000 0.000 0.000 ENTERING COIL CONDITION 911 52.635 8,226,258 72.000 PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) 72.000 - 53.000 ) - 8,226,258 BTUH 52.635 - 52.631 ) - 911 BTUH 394,969 X ( 25.500 - 20.876 ) - u 40,245 0 0 354,724 394,969 394,969 8,227,169 BTUH 8,189,975 BTUH 8,227,169 BTUH ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 70.00 LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 95.00 * ** FULL COMMERCIAL H1 .: LOADS PROGRAM PACE CONSULTING GROUP ABOVE NET 4/ * * * * * * * * * * * * * * ** AIR SYSTEM # 4 (CO -LO ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. 18 19 20 21 22 CO -LO 2 11180 25,714 6 PM JUNE 0 WORK AREA 6 PM JUNE DC PLANT 6 PM JUNE TELCO /MDF 6 PM JUNE DATA 6 PM JUNE 23 2 EC ROOMS 6 PM JUNE 24 CO -LO 1 6 PM JUNE ZONE PEAK TOTALS TOTAL ZONES: 7 4 638 1,467 0 528 1,214 0 1430 3,289 0 1,569 0 682 396 911 0 11180 26,034 BY ELITE SVr'TWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 00 PAGE 16 1 & 2) ZONE SUMMARY * * * * * * * * * * * * * * * ** 3,507,077 0 956 0 0 0.09 18,505 0 52,187 0 180,384 0 86,027 0 36,789 0 25,714 3,507,077 0 0 59,878 7,388,046 0 0 911 55 0 0.09 0 45 0 0.09 0 122 0 0.09 0 58 0 0.09 0 34 0 0.09 0 956 0 0.09 911 2,226 0 0.09 CLG.CFM CFM /SF. 187,490 16.77 989 1.55 2,790 5.28 9,643 6.74 4,599 6.74 1,967 4.97 187,490 16.77 394, 968 ,15.17 * ** FULL COMMERCIAL M. LOADS PROGRAM BY ELITE SL._TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 4/11/00 • PAGE 17 * * * * * * * * * * * * ** AIR SYSTEM # 4 (CO -LO 1 & 2) TOTAL LOAD SUMMARY * * * * * * * * * * * ** AIR HANDLER DESC: CO -LO 1 & 2 WITH VAV TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF331.29 HP. FAN INPUT: 60t COMBINED FAN AND MOTOR EFF. WITH 3.20 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 1.00 - ---- THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 6 PM IN JUNE OUTDOOR CONDITIONS: 80 DB, 66 WB, 73.52 GRAINS INSIDE: 72 DB, 45% RH SUMMER: .7.:NE CONTROLS OUTSIDE AIR WINTER: NONE CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: SUPPLY DUCT SEN.LOSS: RETURN DUCT SEN.LOSS: TOTAL SYSTEM SEN.LOSS: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 59,878 BTUH 0 BTUH ( 0 CFM) . 0 BTUH ( 0 CFM) 0 BTUH 0 BTUH SUPPLY AIR: 59,878 / (0.997 X 1.08 X 25) m ( 2,225 CFM) WINTER VENT OUTSIDE AIR (0.00't OF SUPPLY): ( 0 CFM) ZONE SPACE SEN.GAIN: 7,388,046 BTUH INFILTRATION SEN.GAIN: 0 BTUH ( 0 CFM) DRAW -THRU FAN SEN.GAIN: 838,212 BTUH SUPPLY DUCT SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL; SUPPLY: 8,226,258 / (0.997 X 1.10 X 19) ( 394,969 CFM) SUMMER VENT OUTSIDE AIR (0.00'lt OF SUPPLY) : ( 0 CFM) RETURN DUCT SEN.©AIN: 0 BTUH RETURN PLENUM SEN.GAIN: 0 BTUH OUTSIDE AIR SEN.GAIN: 0 BTUH ( 0 CFM) BLOW -THRU FAN SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: 8,226,258 BTUH ZONE SPACE LAT.GAIN: 911 BTUH INFILTRATION LAT.GAIN: 0 BTUH ( 0 CFM) OUTSIDE AIR LAT.GAIN: 0 BTUH ( 0 CFM) TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: 59,878 BTUH 8,226,258 BTUH 0 BTUH 911 BTUH 8,227,169 BTUH 685.60 TONS * ** FULL COMMERCIAL H1. 2 LOADS PROGRAM BY ELITE Svr'TWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 ABOVE NET 4/11/00 • PAGE 18 * * * * * * * * * * ** AIR SYSTEM # 4 (CO -LO 1 & 2) PSYCHROMETRIC ANALYSIS * * * * * * * * * ** SYSTEM .LOAD ANALYSIS LEAVING COIL CONDITION DRAW -THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 0 CFM BLOW -THRU FAN ENTERING COIL CONDITION GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: PR - TSH TLH - GTH - (BAROMETRIC PR X 1.10 X PR X 0.68 X PR X 4.50 X TSH • 0.997 X 1.10 X 394,969 X TLH - 0.997 X 0.68 X 394,969 X SUM GTH - 0.997 X 4.50 X TOTAL SYSTEM LOAD ENTERING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY('): ENTHALPY: 25.50 72.00 58.70 45.00 BTU /LBM LEAVING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY(%): ENTHALPY: 20.88 53.00 51.05 87.92 BTU /LBM LATENT GRAINS SENSIBLE TEMP - CFM 52.631 911 0.003 911 52.635 ( 0 0.000 838,212 0 0 7,388,046 8,226,258 0 0 0 0 0 72.000 0.000 0.000 0.000 0.000 0.000 53.000 1.936 0.000 0.000 17.064 911 52.635 8,226,258 72.000 394,969 PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) 72.000 - 53.000 ) • 8,226,258 BTUH 52.635 - 52.631 ) • 911 BTUH 394,969 X ( 25.500 - 2C.876 ) • • ENTERING HEATING COIL 40,245 0 0 354,724 394,969 8,227,169 BTUH 8,189,975 BTUH 8,227,169 BTUH CONDITIONS: DRY BULB TEMPERATURE: 70.00 LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 95.00 1 Opaque ConcretolMosonry Wall Requirements Insulation on interior • maximum U•factor Is 0,10 Insulation on exterior or integral • maximum U4acter is 0 28 If project qualities for Conctote/Masonry Option, list walls with HC a 0,0 BtWft .'F below (other walls must meet Opaque Wall requirements), Uso descriptions and values from Table 20.5b In the Code. Wall Description (Including insulation R•valuo & position) Water Concrete /Masonry Option 0 yes Check here if using this option and if project meets all requirements for the ConcretstMasonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below, FILE COPY Opaque Walls R -11 i that the Plan Check I ialnrn fir: ;lrt; ror',1and llill.,'f )it; :-,t,kt.,....r -,, N/A Slabs•on•Orado Exist —. Radiant Floors N/A Maximum U•lacfera Opaque Doors 0.250 Vertical Glazing Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade wens may be included in the Dross Extenor Won Area if they are insulated to the level required for opaque walls, Total Glazing Area Electronic version: these values are automatically taken from ENV•UA•1, (rough opening) Gross Exterior (vertical & ovorhd) divided by Wall Area times 100 equals % Glazing 2028.0 + 33540.0 X 100 = 6.0% Concrete /Masonry Option 0 yes Check here if using this option and if project meets all requirements for the ConcretstMasonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below, Envelope Requirements (enter values as applicable) Fully heafed/coolod space Minimum Insulation *values Roofs Over Attic 3433 South 120th Placa N/A _ All her R (s Applicant Name: Mckinstry Co. R -60 Opaque Walls R -11 Below Grade Walls N/A Floors Over Unconditioned Space N/A Slabs•on•Orado Exist —. Radiant Floors N/A Maximum U•lacfera Opaque Doors 0.250 Vertical Glazing 0.480 Overhead Glazing N/A Maximum SHGC (or SC) VerticalUOverhead Glazing 0.460 Project Info Project Address Abe vo of Date 6/14/2000 3433 South 120th Placa For Building Department Use CITRECEIVED Y OF TUKWILA JUN 4 2000 PERMIT CENTER Tukwila, WA 99168 Applicant Name: Mckinstry Co. Applicant Address: 5005 3rd Ava, S. Saattla, WA 99124 Applicant Phone: (2061 162 -3311 Envelope Summary I. • • ► • • _ - . - . - ••- • I _ •... Climate Zon- 1 ENV -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Project Description 0 New Building ID Addition CI Alteration rj Change of Use Compliance Option 0 Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) Semiheated space' Minimum Insulation R•values Roofs Over Semi•Heated Spaces' tt -30 'Refer to Section 1310 for qualifications and requirements Notes: I undnr:itan 2tihi(:Ct to e First Edition. June 1998 0 ENVSTD d Systems Analysis MwQo.vIr7 .. .• .. - - ► • • - . . 1 - • Envelope Summai back) Climate Zo ENV -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. All other speee heating systems including gat solid fuel, out, and propane space heating Systems and thole systems lilted in the exception 10 electric tetiltwnce. (continued at tight) /YI IneiaUon Ifrfalted? Balcwlysdevalls(64) R10 Bdi>ifpade was ( )R11 R tsaorida R30 Al ctha sods R21 Sca>raortm=ciap R10 9sbsarglflila R10 Rdertfloors R10 Qxsp.adcas U0e0 C a aim Ousts Mat? hoe% U U SI4 i C415% QDO 148 1,o 1520% Q76 140 too 20<am Oe0 ta0 ace 304094 Q00 Las Q46 Haute rq U010 fviscnywdls UO25 Bdavgradswalls (e6 R10 & oevpa )mils the) R11 F $oherdtla R30 'Al Oarods R21 Rocnommo dc, R10 fickea pe is R10 ,Rsit rl Aces R10 Qxiom&as 1.10e0 l avirgOitoia tt? 'Asa U U CHX 1 03109 060 1,46 1,00 1315% 078 140 1,00 1 163:64 Qee 130 O 1 2026% Q00 1,30 Oe6 Y. Totals Nil O 0019 y� � �U •8dotrmsbv:Is R10 Rdscsa dtlo R30 corals Roasout, nd 30 ; 9dreanpaOs R10 R>dori Aoas R10 Crass don UOOO t Owing oitodo M► � t ,�/� I / (�y U t7'11tiI 0020% 040 O00 1.03 y yoi ��'j ro Wall Heat Capacity (HC) Area weighted HC: divide total of (HC x area) by Total Area •r. .. _ • n Concrete/Mason 0 lion* Assembly Description •1•111111•11111r = Assy,Tag First Edition, June 1998 Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualities for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. Electric Resistance: Space heating systems which use electric resistance elements es the primary heating system including baseboard, radiant. and forced a% wills where the total electric resietarku heal eapeCity exceeds 1.0 wm of the gross conditioned floor area Exception: Heal pumps and terminal electric resistance heating in *Miele air volume distt u ion system I. Mea � U � U to 0020% 040 080 100 • 'If the area weighted hot capacity (HC) of the total above grade wall Is a minimum o1 9,0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 2009. Project Address Abovettet Date 6/13/00 Space Heat Type 0 Electric resistance Q All other For Building Department Use Glazing Area as % gross exterior wall area 6.0% Prop. I 40.0% Max.Target Concrete/Masonry Option 0 Yes O No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option Is used, Target U•factors, SHGC and Glazing % will be different than shown below. Refer to Table 13.1 for correct values. Building Component List components by assembly ID & page # Proposed UA U•factor x Area (A) = UA (U x A) Target UA U•factor x Area (A) = UA (U x A) leo4+aA u- 0.750 Plan ID NRaG De au t bo e ' rixad U= 0.900 Plan ID maw b•tault bbl Un Plan iD: tin Plan ID: Us Plan ID; tin Plan ID: Un Plan ID; 0.750 1980.0 1495.0 0.900 4 8.0 43.2 0.900 202$.0 la2S.2 Glazing % Electric Resist. Other Heating 0.15% 0.40 0.90 '15.20% 0.40 0,75 '20.30'/• not allowed 0.60 >3040% not allowed 0.50 (see Table 13=1 for Cone/Masonry values) [ stluv we I Ua Plan ID: Us Plan ID: U• Plan ID: Us Plan ID; Glazing % Electric Resist. Other Heating 0.15% 0.80 1.45 '1540% 0.80 1.40 '20.30% not allowed 1,30 >30.40% net allowed 1,26 (see Table 13.1 for Conc /Mationrj valu U■ Plan ID; Ua Plan ID; U■ Plan ID; U. Plan ID: _ 0.600 525. r_ 3 1.200 320.0 364.0 0.500 145.0 607.0 i U■ U. 0.060 Plan ID lCrinsu1 Metal 1.200 Plan ID URIC vntnrul Metal U� Plan ID: Electric Resist, Other Hooting 0,60 0,60 Ig R ■� R. Plan ID: Plan ID: R■ Plan I0: _ Electric astaf. Other Heating 0,031 0.036 1 I R■ 30.0 Plan ID won 20.7 Rigid R■ Plan ID: R■ Plan ID: 0.032 105416.0 3801.3 0.060 103416.0 5470.1 Electric Resist. Other Heating 0,034 0,050 RNLI .0 Plan ID wow Tibia 20-SA Rs Plan ID: R• Plan ID: R■ Plan ID: R■ Plan 10; Ru Plan ID: Ru Plan ID: "Note: sum of Target Areas here should equal 0.140 30667.0 42!3.4 Target Opaque Wall Area (ace back) 0.140 30667.0 4293.4 as to Electric Resist, Other Heating Ordinary 0,002 0.14 Metal stud 0,11 0.14 Conc(Int) 0,19 0.10 Conc(oth) 0,25 0,25 Refit aPe aota$ 1 R• Plan ID: Ra Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 •puooufl i lls RAO 1100t3 RR Plan iD R= Plan ID: Ru Plan ID: R= Plan ID: Electric Resist. Other Healing 0.029 0.058 aped -uo-4eIS R= 0 _ Plan iD west ?WA 30.7 R= Plan ID: R= Plan ID: R= Plan ID: 0.730 1290.0 941.7 0.540 1290.0 696.6 Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13-1 for radiant floor values) 'For CMU walls, indicate cure insulation material. Totals For compliance: 1) Proposed Total Area shall equal Tara 144246.0 10963.6 Totals 144246.0 12793.0 UA shall n . ., L 11 01 • .•I - I • •.: . Envelope UA Calcu ions Climate Zon - ENV -UA as 1997 Washington State Nonresidential Energy Code Compliance Forms MO First Edition, June 1990 oo■ "ZIT- 2020.0 109418.0 30687.0 Climate • ne 1 ENV -SHGC 1997 Washington State Nonresidential Energy Code Compliance forms ID: ID: ID: ID: Note: Manufacturer's SC may be used In lieu of SHGC. Totals 2028.0 0 Glazing List components by assembly ID & page* ID : Double fixed ID: Double Non -fixed For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: 1997 NREC revisions allow SHGC compliance for vertical and overhead glazing to be calculated together. The 1994 Forms required separate calculations for vertical and overhead glazing. Target Area Adjustment Calculations If the total amount of glazing area so a % of gross exterior well area (calculated on ENV.SUMI) exceeds the maximum allowed In Table 13.1, then Pilo calculation must be submitted Use the resulting areas In iha Target UA and SHOC calculations above. Mating Area Opaque Area Gross ftxtarlor Wall Area 2640.0 I Roofs over Attics Other Roofs Proposed Areas: Numbered values era used In calculations below. Roofs over Allies Other Roofs Walls X _ Max Glazing Area (Table 13.1) L 40.011 ' l -SI I• •1 : - ►01 --0 •1 _ I • ••: 19401,O :1 - • 11 Target 00 Aral In Roofs over Allies 0 lesser 13416.0 Proposed Opaque Area [ Proposed SHGC SHGC* x Area (A) = SHGC x A 0.650 1980.0 1287.0 0.650 48.0 31.2 1 o'o Max 00 Remat I 134 16.0 '• "`.0 Proposed 00 Ares Proposed Opaque Area Proposed VO Area 30667.0 't' f 2020.0 ' - Target 00 Area in Other Roofs Maximum Target Gluing Area 13416.0 1318.2 Target Opaque Area MI 30667. I I Target Areas OK ales If ere a more than one type o wa , e ergel VO r�i ea may • s uted among 1 em, an separate Target Opaque Areas found. If the Target Areas for Opaque Wells listed on the front must equal the total calculated here, Target VO Area Target SHGC SHGC x Area (A) = SHGC x A 1.000 2028.0 2028.0 Glazing % Electric Resist. Other Heating 0.20% 1.00 1.00 >20.30% not allowed 0.65 >30.40% not allowed 0.45 (see Table 13.1 for Conc/Masonry values) Totals Target VO Area 0lesser rz , 2020.0 13416.0 Target 00 Area Target Opaque Area 109416.0 2028.0 Target values In shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OP Area are also used In the applicable Target 81100 colculstIons above. Ind Edition, June 1998 2028.0 Note: 00 ' overhead plating VO ■ vertical glazing Rot Target 00's, the lesser values are used both here and below. • 6 Project Info Project Address AboveWet Date 6/13/00 CFM 3433 South 120th Place For Building Dept. Use Flow Control Tukwila, WA 98168 Applicant Name: Applicant Address: Applicant Phone: Fan Equipment Schedule Equip, ID - Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service Location 01141$11410 - _ . -. 1.16 @NT, 146.9 i N6.3 C 10llT. N6,3 i 1411.3 alga "solrt. NT. N6.3 L N6.3 Coolin . E . ul . ment Schedule Equip, ID Brand Name' Model No.' Capacity Bluth Total CFM OSA CFM or Econo? SEER or EER I p LV ' Location ...... a C 10llT. N6,3 i 1411.3 alga "solrt. NT. N6.3 L N6.3 Heating Equip. ID Equipme_ Brand Name' Model No' _ Capacity Blum Total CFM �_m or Econo? Input Btuh M Output Btuh Efficionc r� ...... a C 10llT. N6,3 i 1411.3 Mechanical Summa MECH -SUM • 1997 Washington State Nonresidential Energy Code Compliance Forms Project Description Air cooled chillers providing chilled water system to computer room Briefly describe mechanical system Units. Roof top units gas heat/DX cooling and DX cooling only. See type and features. schedules on drawin : s. VAV on on RTU -1 0 Simple System d Complex System 0 Systems Analysis Compliance Option (See Decision Flowchart (ovrtr) for qualifications. Use separate MECH.SUM for simple & complex systems.) Equipment Schedules • A f__ t, il. .1 - : 11,.1 :- . - 1 . 1: • ..- . •-•• 1 • 11 Fin! Edition • June, 1998 The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'if available. 2 As tested according to Table 14.1, 14.2 or 14.3. s If required. d COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 6 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). :r. Project Addre Above/tat Date 6/13/00 The following additional Information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH. CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable For Building Department Use Applicability Code Component :. Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY EMI ENE Field assem. sys. Provide calculations IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIM Controls Setback & shutoff Indicate separate systems or show Isolation devices on plans I= _ liaMill Temp. reset control y ♦° 1432.2.1 Air systems Indicate automatic reset Ong PLANB n•a. 1432.2,2 Hydro* Indicate ye 1433 Economizers Indicate economizer on equipment schedule or provide calculations to Justify exemption an Pf.M49 y 0 1434 Separate air sys, Indicate separate systems on plans On PLANO 1436 SImu1, htp. 13t clfl. Indicate that simultaneous hof�linp and coollnp is prohibited, unless use of exception is Justified • then n • A • ' eat recovery n + ICO boat re on plans; complete end attach hoot recovery calculations y00 1437 Elea, motor effic. OMR yen 1438 Variable flow eye. Indicate variable flow on fon and pump schedules Oil PLANO ■ A Mechanical - Compl • Systems Checklist 1997 Washington Slate Nonresidential Energy Code Compliance Forms �. •a • : •s - • . s: • ••: • I - • u MECH -COMP First Edition • June, 1998 circled for any question, provide explanation: Decision Flowchart se t 1 s owe art to ' o arm no ow t o rdqu remon so t e omp ox = ye ems • pt on app y to the protect, Refer to the Indicated Codo sections for more complete Information on the requirements. i ,__ i scedo.l422.2 Hot Water S•rppl i Temperattre Rest 1 Controls Rewired / Capacity or 1i' Matins System Crater Than 600,000 Stub? No Still,' 1411.1 Essopment Pert Shill Atari Tables 14.1 lhroush 14• Snipes 1421.1 /Field- Yes Calculations of < Assrmdc4 ; • - t► Total On•suo Eno ' cpapmc�/ Input rt Output Rcgit ed No ,- vcs SeetIen 1432.2. a. : Supply An Rcsel Controls Rcgriroi Project Address A,ovefet: Date 6/13/00 Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). For Building Department Use Motor No. or Location HP Type (open/closed) Description of Application or Use Synch. Speed Min.Nom. Full load Efficiency IIIIIIIIIIIIIIII aCirit6frtlxa oM tnANfuoa M4.2 & M663 M ' Minimum Nominal Full -Load Eicienc r . :. . [8T3 Exceptions: 1, Motors in systems designed to use more than one speed of a multi•apood motor, 2, Motors already Included in the efficiency requirements for Min equipment (Tables 14.1 14.2) , 3. Motors that are an integral pert (i.e, not easily removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion. proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less-efficient motor and there is no energy-efficient motor option). For motors claiming an exception, list motor and note which exception applies. = .r ; '• Speed (RPM) 3,000 1.800 1,200 3,000 1,000 1,200 n a` :' ' MUM . • M • '� :.. , : I M. M MUM ILIUM MUM 111=1111' 111111111111 ILIUM m1 111111011111 ' ` = a: : NUM MUM iil'm m NUM ilMilli ' ' MUM 11111=1111`'atilli INM.�,'a. i'MUM IIILILIII � =aL' ' MMUM MILMI mtiallL' : 1ii inimaiimummauimmitmaimumi Mia12011.121=1.1121/1111KallIMMILUMINUNIM IIMMMMIVWAUMIMLZLIMKgjillKAUil MiikaillianiMitalliMaINUMINIMAIIMUIII ' : ' M � Ik irmarmmar ' MUNI IIILMIIIIIEMill 11111141111 1111=11111=11111 !'' 200 94.5 95.0 94.5 95.0 95.0 95.0 r .. • I - • II Electric Motors 1997 Washington State Nonresidential Energy Code Comprence Forms • •I - _ •I _:. _ I • •.: MECH -MOT First Edition - June, 1998 Project Address Abovettet Date 6/13/00 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.e. 1411.4 Pkg. elec. htg.& cig. List heat pumps on schedule Equipment schedule with type, capacity, efficiency H6.2 &M6 .3 yea 1411.1 Minimum efficiency 1412 HVAC control yea 1412.1 Temperature zones Deadband control Indicate locations on plans Indicate 5 degree deadband minimum yea .• 1412.2 Yon 1412.3 Humidity control Indicate humidistat _* Indicate thermostat with night setback and 7 dill. day types n.4. 1412.4 Automatic setback yea 1412.4.1 Dampers Indicate damper location and automatic controls n•a . 1412.5 14 12.8 Heat pump control Combustion big, Indicate microprocessor on thermostat schedule Indicate modulating or staged control Yes yes 1412,7 Balancing Indicate balancing features on plans • yes 1422 Thermostat Interlock Indicate thermostat Interlock an plans Yen 1423 Economizers Equipment schedule 146.211N6 .3 1413 Air economizers yes 1413:1 porgy atlo i Indicate 100% capability on schedule Indi controls able to evaluate outside air • • yes 1413,2 — Control n. a. 1413:3 Integrated opera! on Indicate ctipabllity for partial cooling 1414 Ducting systems Duct sealing Indicate sealing necessary • yes 1414,1 yen 1414.2 Duct Insulation Pip ing insulation air eye, Sum, Form Indicate R•valuo of Insulation on duct Indicate R•value of Insulation on piping indi cal parate systems on plans Completed and attached, Equipment schedule with types, Input/output, efficiency, cfm, hp, economiser • • • yea — 1415.1 yea tar ---- Moth. yea SERVICE WATER HEATING AND HEATED POOLS (Suctions 1440-1464) 1440 Service water htg. yea 1441 Elec. water heater Indicate R -10 Insulation under tank Indicate automatic shut-off • n . e . 1442 • Shut-off controls 1450 Heated pools 1452 (reserved) Indicate switch and 65 degree control 111,4• 1453 Pool heater controls n. a. 1454 Pool covers Indicate vapor retardant cover Q.4. 1454 Pools 90+ degrees Indicate R•12 pool cover • • • £ r. ^41 , • • 1 • - ► • I - • - 1 - 1" • • • - • I a • 11 Mechanical Permit ' . ns Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK First Edition • June, 1998 If "no" is circle or any ques on, provide explanation: " *" See drawings NOR f1i1W l 11 FILE COPY I understand that the Plan Check approvals are =whim to errors and omissions and 1nnrrn' INTERGATE EAST BUILDING 4 REMODEL ABOVENET MECHANICAL UNIT SUPPORT STRUCTURAL CALCULATIONS June 13, 2000 ENW Project No. 00049000 Engineers Northwest 6869 Woodlawn AVE. NE Seattle, Washington 98115 ENGINEERS NORTHWEST, INC. P.S. • STRUCTURAL ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (206) 525.7560 FAX (206) 522.6698 RECEIVED CITY OF TUKWILA JUN 1 if 2000 PCRMIT CENTER • • l ' • ENGINEERS-NOM JVEST INC. P.S. 389 W000l.AWN AVE, N,E %SUITE 205 • SEATTLE, WA 98116 • (2061525.7660 • FAX N (208) 5224698 Ad0VrAlit N 410 .tor NAME .1d7 aMS_ ms r DATC SH[LT�OI"' JL 8Y 1,7 • • • Joe No. SUBJECT ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 = FAX # (206) 522 -6698 J/ , 33 of JOe NAME 6/U0 0 .5 iii,ortr b= / /P.• z-s 4 3 -,, 3, lit, It r *?f� ���) Lo d 2� � it. L t (0 V; ) 1? /5. ,04r ; 04 fi �y T 3 1,44 - .s v,1 i ;mf DATE SHEET v OF 1't 4- BY D / 1 � -- ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 = (206)5257560. FAX (206)5224698 Joe No. Joe NAME 4vtv DATE SUOJECTW—ialedatil f744/d' SHEET _ 4' 0111111111011•111.11011. H. p () • 3 1 • 11.1. ' q. BY p., 47G 1. te 611 'ed 4 t 2 (2ff.4), 40,4, h14° .(fit.) ay..6.4) /, rcpt., $ .3 8 6 4 .1 C°. 4. S"` 413'1 • • ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525. 7560,• FAX # (206) 622.6696 • Joe No. Joe NAME _L_AJ SUBJECT geISF 60•2 rel0 �uul'iae It V ✓ � r �,,jr1� 44) d " W + 9.5'(24)) N 1E1044. f (') # R/ It SD ,e ` Z4. f .b6.ra') J ¢" o. ,84` , 4L . ) a .6r s� g t9�i C ‘° Snro. CrS;y, DATE .5 ✓•' SHEET BY p ./ 2.q'J r, svi . ( 'I mow ■ ENGINEERS INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX 0 (206) 5224696 Joe No. SUBJECT. 62 f 0044r x 1. P. . = ro . t JOB NAME W DATE 3 "eb t"�M_ (.A$f Q�b 181► rv,��y SHEET Op BY Vout RIO 14 2 ti a ffso , 19 Iv A s5;30 ir w G ( ft 10,0' z33 ►44r 'aqua • . ENGINtERS— t ENGINtERS— NORTHWEST INC. P.S.. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 FAX #f (206) 522.6695 Joe No '¢-y Joe NAME MOW AMT DATE SueJ EC7 Re1S1z LlS V /Z6 S t.pf�yt,— SHEEr1 OF L•OUVItb .Q 1.04/0 -- 8 0 u'"'' P ' (o.84) 1.36, 4Yi,'s ) 20,6 PsF AssuA e L ouVRES V4 Vert fl e/1Ip 6u ?r DAs L8 -1 W + ,o /o�� �: i } ( 020 4,„,„ r 0, 24.' k Lg' R 3,3' ( c.to)444.4 1 /?2e 'of 09(0(.Gr) Vol r • 416 S * 23,1 A � 4 •f ,h LB-1 2 agegeaeaLgez I. /VA,^ e (MAID) BY Odd D -vim 4 T ` ,.► kJ/ 4,1c Z(,. 1 .24(1 4 (2:. 7'S W 2 ' ; c44 . .14Z (z (r) t4 4 1+1 K U M 4 : alif(13.L.5.) 7 q! s. s- 4442k ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (2O) 522.6696 JOB NAME r �GZ31 __ A Jos No SUBJECT: loa9f4& Dice" 1" ` (,e. o, lo, z) .026 A Pico(o w rtrevriPel „ R4791ft rdeifir co*/ d. ,y471 137 1)7 UC,PZM4t J. n,q v SPet tit4. • at": POSP i9 Ur-E &4P67 fmvd/ -r Gar+• : 0.7 R d 3 , ozr.A.= ,Ozr03.t4)6z • 3.9 "1k 33 Qsa J•JZ AIIo,J /, C r Jo \I % 134 1,zt a 0,1�'35 1 s ` ) (PO 4.. UV VA6r3 Pg.4 I ws \b/ • Eig-601)(1) + I2.0' (0 V & fei3rar f aJ S'1 S I $31 I O 4 .s ' j CO v L-0 KO DATE SNEET.,_ 2 Ot=� BY 4. r I '3" ,rte-- /twf scisc Z '.9' i ENGINEERS-NORTHWEST INC. P.S. 6969 WOODLAWN AVE. N.E. = SUITE 205 = SEATTLE, WA 98115 • (206)525 7560 FAX #(206) 522 -6698 Joe No. 49 SUBJECT___. Li�►N / _ 1Z✓Z+ i�*GS SH ' of LVr /o -Cf, o 01/214- c ' /J 4 Cif, LT)o loJ Y , r, d e vvw - zs<i,'s) le.?.r•,r p r L : y } 64. 2J)(21,? • 'eZ 1 Afi+ 4 �13.tr) = 36,y1 /< ft (uL.r) G ,3__9i a 3, S K /0. 4.. 4M O� R 0 g 0•S(4.5)0.0b) • J,. / 9~ Aft= 3,ZZS' r� Joe NAME — lA DATE • 5 D1 S emi s / . 3 Gr) is Wig Cu - 3.14 (3 4 A) /.7-" G". 1#.2O 4 � 1 � k ...V,9L BY, 44 y ox■ 's■sswasue C (117 374 D 44 � N S w J ^" b9:6.9 f 2.? —01 0- • ENGINEERS-NORTHWEST INC. PS. 6869 WOODLA4i/N AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 '• (206)525-7560 a FAX # (206) 522-6696 Joe NO. 4-9 Joe NAME SUBJECT SHEET Or LOO BY OL. L 64) D IszePt• O . DL, e.4.18/44-1kArl x74,4'6171 64 caw - 4545" e , e it 2 •2, C / Os /or uvr Maw a 2 Z. a k M _ .0 19,omolt VA O 4' <1 sq. 9 . 4 ' 9 L I ! 2. ale. DATE .. ,4, 4-44 VeAJS. s, A. V_Wr 3 .8 14 A. = s se fi/t) 1 • • ENGINEERS- - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA 98115 • (206)525-7560 - FAX # (206) 522:66 22 :6666 Joe No SUBJECT 0a .- 20. 4 C-yJ ' a 7-9- S 2 Otti.p d4,S M I ' 4 1 f ADA 0" Trio GA L f.rL v FO.tti V * 1.0 9 4/, t� . Joe NAM V Atoror S 4.74 - j 2 4 1 Z C .4VI.Vdpi 8 .13o DATE SHEET s r BY , 21, if- '/1. 72, Ti - 92. f. .64:v " M6 ,CC J p D *J,va 6,3 3 7 r 'r . /1j rk i /leg - % ' 4/ - . L ~"�� �;/ 70i.;,(7 _ i r. • 7 6. 3 F G 4.1' ' 2,6" 1/0 t. . ,. on,a2. 2�L1 ■ • 1ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.• SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 FAX # (206) 522 -6698 ' Joe No. s49 SUBJECT • Deve.04 r., £AV Pry £ rr-sn•AL s IproA,°r Pe. A.. 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' t; 164 (goatee... ys 4 ...se erubNlAt. •4 • °" s. 2,1 Ib! 2 i- 1.H 1e e 14.1 i 3 2 les / • Trite w • Ica I F1EX 13E4 BASE r. .1 KM4.4,010• Z 31i$ov r4 t °,, 14.0) I I, j97,20eD I 4.11. OM �4M(ew+r;e) G 9,s4G Ibi L .1 • a • ENG I NECRS— NORTHWEST 114C. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 5224698 Joe No. �°� JOB NAME /'1801/. DATE S "a SUe:1EC1 , MbGNA•.w4a,.. _ u,J I•rs ___ SHEET 1* OF 0 440 • V •. • r A. ca..t r 8Y, 1y7�1�1Mt�K.6 0.4 fi4 • 599.4 + S • S2. GS lb/ rte. 0,7 0' 7"6/ s 1,Zir G�.B 5 t r 44 L• t9l• I: 1J At r = 537; 30/0 2 � 4 ' ,��' -- s '7, 1.1.• 0. Lo ►h r (24.*& ;` c✓ c,, Seoul • Z I astir ,. 5 261 Z u." A10 Lin FT' 5 s Z1G .P oc 2 4q t oc k Qn. T .. f sr 4 ,1‘.1b Co la0wl 1 D *L2 so CO 1.16 tblh D +r, -,� r VIZ . 0-f. r( (03,.r.. 0.90- t. * 125.z ..1111 Yfilig _fiossraab t.. A t ka 1a.s 97',77v 0.- l b t.• 3,1rf°! 'b F = r & > GIP .* O.9 S 1).9114•A4 17 C. Jr 1 _C' Awy NM Qt 4' _ 1.lY Cow 1 .1 y ft t of 2? 0y. I f`'d= of/ 7as X 01 50,4,4i0 a 90.9$ ,A,* Z/14-aso f 177..,9 14, -r- •L7 4 i'/ 'J r 101. le' O k [v 7 fl.. +f 014 A� y4.ae . s7,69 l444... N o UPt-1 FT co /t. l og r , toOa 071V pis'. Og Gitisot. g co, 147 Swim 4 iSrost) 2 /t•l `t M1 /7,6 o(o Joe No. e" SUBJECT iota ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.• SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 5224698 Joe NAME ua$r A ca."?' ftorugerWi► . rbot- cv bb*..i. 6.141* AT' F`.-- M Z o 17 p,; b : 'v(o.9u11) t,ss J s 1..b pig uos s/ogle CAA 0‘ 0 1. >; Do t. T w.t' Dos.' 3 iki 1.13 /w. 111 6,044 Gstwfo UMt Ts SHEET. of 9 If/e _/0 Ire 44 .ct DATE , ✓ - °• A u *Ts a4 P. Cb % 1.4.$404•06 1i4 t CM A v s IYt.7 �,, CA f 1, C c bA r 3.2 Bbl 4 1'&l#401 s yea i b .:,. ci o. L C14,44. gri 6A'(- T v - 1.4 • IA 3,173 Ib i s 01, Co • le 1,3 r,. 3 4. 4 is i4t miiinwanam OK Tlbe : Dsgnr DescripHor, : 8 4 41 4 Scope kat NOM Description ABOVENET MECHANICAL UNiT A (11,000 L8) LONGITUDINAL BEAM General Information Section Name 5.125x18.0 Beam Width 5.125 in Beam Depth 18.000 in Member Type Giut.,am Bm Wt. Added to Loads Load Dur. Factor 1.150 Seam End Fixity Pin -Pin Wood Density 36.000 pcf Uniform Loads Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL Spans 24.250, Deem Width ■ 8.125in x Depth a 1S.In, Ends are Pk .Pin Max Stress Ratio 0.798 :1 Maximum Moment 48.1 k-ft Maximum Shear' 1.5 Allowable 60.2 k -ft Allowable Shear, a Leff la Right Camber. ® Left Max. Positive Moment Max. Negative Moment Max ® Loft Support Max C Right Support Max. Mallow fb 2,086.22 psi Fb 2,812.47 psi ZIflections Center Span... gonslitesi Deflection -0.702 in . „Location 12.125 ft ...Length/Defl 414.8 General Timber Beam Center Span 24.25 ft Left Cantilever ft Right Cantilever ft Fb Base Allow 2,400.0 psi Fv Allow 190.0 psi Fe Allow 385.0 psi E 1,800.0 ksl 381.80 #/ft LL 260.00 #/ft #/ft LL #/ft #/l1 LL #/ft 48,09 k•ft at 12,125 ft 0,00 k -ft at 0,000 ft 0,OOkdt 0,00k- ft 80,25 Reactions— Iv 113.60 psi Left DL 4.90 k Fv 218.50 psi Right DL 4.90 k Lu Lu Lu Q Center Right Max Max . Job* .. 0.00 ft 0.00 ft 0.00 ft Beam Design OK 10.6 k 20.2 k 7.93 k 7.93 k 0.000 In 1.052 in 0.000 in 7.03 k 7.93 k =UMW Left Cantilever... - 1.1351n Deflection 12.125 ft ...Length/Defl 258,30 Right Cantilever.,. Deflection 0.000 in 0.000 In ...Length/Defl 0.0 0.0 0.0001n 0.000 in 0.0 0.0 • r + Mint NOM Description ABOVENET MECHANICAL UNIT A (11.000 LB) LONGITUDINAL BEAM Stress Cake Bending Analysis Ck 20.711 Rb Cv 0.947 0 Center ® Left Support a Right Support Shear Analysis Design Shear Area Required Fv: Allowable Searing Supports Max. Left Reaction Max. Right Reaction 0.000 Svc MightMtilt 48.09 k-ft 0.00 k-ft 0.00 k-ft et Left Support 10.47 k 47.921 in2 218.60 psi 7.93 k 7.93 k 'title MON: Deealptlon ScoPe General Timber Beam 278.750 in3 Area 92.250 in2 Sbc Read 220.90 in3 0.00 in3 0.00 in3 0 Right Support 10.47 k 47.921 in2 218,50 psi Bearing Length Req'd Bearing Length Req'd Mowablefb 2,812.47 psi 2,612.47 psi 2,812.47 psi 4.020 In 4.020 In Date: Page 2 mew Deem teflon: Rim 11011001 Section Name 4x14 Beam Width 3.500 in Beam Depth 11250 In Member Type Sawn Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity pin -Pin Wood Density 35.000 pcf Uniform Loads Over Full Span Center OL Left Cantilever OL Right Cantilever DL Max. Positive Moment Max. Negative Moment Max Left Support Max Right Support Max. M allow fb 941.09 psi Fb 977.50 psi 8,04 k4t 0.00 k-ft 0,00k-ft 0,00k•ft 8,34 fv 81.54 psi Fv 109.25 psi General Timber Beam Description ABOVENET MECHANICAL UNIT A (11,000 L8) TRANSVERSE BEAM Fb Base Allow 850.0 psi Fv Allow 95.0 psi Fe Mow 625.0 psi E 1,600.0 ksl 381.80 Mt LL 250.00 !Mt *,ft LL M/ft 11/ft LL #/ft Spans 10.0011, Boom Width 3,503in x Depth ■ 13,251n, Ends are Pin-Pin Max Stress Ratio 0.984 :1 Maximum Moment 8.0 k-ft Allowable 8,3 IA at 5.000 ft at 10,000 ft Center Span 10.00 It Lu Left Cantilever ft Lu Right Cantilever ft Lu Reactions,,. Left DL 1,07 k Right DL 1,67 k Date:. 0.00 ft 0.00 ft 0.00 ft Job* Maximum Shear 1.5 3.8 k Allowable 5.1 k Shear; 42 Left 3,22 k Right 3,22 k Camber: ® Loft 0.000 In a Cantor 0,122 In CD Right 0.000 in Max 3.22 k Max 3.22 k Deflections Center Span... 2,119112111i IgiaLlaig Left Cantilever... Deflection -0.081 in •0.133 In Deflection 0 000I 0 n ,..Location 5.000 ft 5.000 ft ,.,Longth/Defl 0.0 0.0 ...Length/Dell 1,473.0 900,34 Right Cantilever... Deflection 0.000 In 0,000 In ...Length/Deft 0.0 0.0 olPi`' Beam Design OK The: Dept: Deatripeon : Scope: Ode Sob $ 4104 L liavt .00001 General Timber Beam Page 2 Description • ABOVENET MECHANICAL UNIT A (11,000 LB) TRANSVERSE BEAM Stress Calcs Bending Analysis Ck 32.811 Rb Cf 1.000 0 Center Left Support Right Support Shear Analysis Design Shear Area Required Ftr, Allowable Bearing @Supports Max. Left Reaction . Max. Right Reaction 0.000 exx Max Moment 8,04 k-ft 0.00 k-ft 0,00 k-ft (1) Left Support 3,78 k 34.811 In2 109.2$ psi 3.22 k 3.22 k 102.4111n3 Area 48.3151n2 Sloc Reed 08.88 in3 0.00 in3 0.00 inS 0 Right Support 3.78 k 34.811 in2 109.25 psi Bearing Length Reed Bearing Length Recfd Movable 077.60 psi 977.60 psi 077.60 psi 9.470 in 1.470 In J r ENG INEdRS- NORTHWEST INC. P.S. 6969 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522498 Joe No,. ocoecfl Joe NAME ` 4edw,a t &r SUBJECT i&jj Tyc 4 L $ ,�. ..7 "S gr'79 /ba we ' OA BGNIwt&AL. ts ft& ITS T'o c.1. r3 CclAJrJGt i ey..,S M JGNA.+s eeh uaz Tta SAM f - .+sht,i.SA 1$4 PA. wpp.tPr 4,9'4 I , 9 Z'' P'd.4•P • x-'681 U,, OW 4 3 HAP bo•J H 1 PIA. Piing, 6A. uw.63 w►rH wl ( 2 . 6 0 / f.t. A ..L. pIc4•S A l ,Tut it ITN siogyro.J K4t1P 1.4 Id•rv#gq(. eA4tr0 - tilt Pt.c e N0.04h4 -,40 A f more pas 0.4 S ,SN�tii' vpin. %4 WITH pi M.+ ht ri. 1 �4:4s ( I G'M44 51 ") DATE or SHEET „_.,,,or. By et/m..4014 iho -sAtI A 4.0A4.* `s 1•ON) s 37 00 Ib3 a,.4.0'..4ar+, A Loft a rOfwv 4 IZ, IbA 14 u►'G.' r IraG t-4+- kHe7Va.aNi.. 4,q+It /31„4.4 + II.'!, Ibis. .v. 1'/em IteWFi Pr, Cl 0.41 .- fle1 Z16 « ik pi4.1- 44410.4 - cp, R Sri 340.4 4.6•44rTH r to a • . ENGINEERS-NORTHWEST *INC. P.S. 6869 WOODLAWN AVE. N. SUITE 205 - SEATTLE, WA 98115.• (206)525-7560 • FAX 0 (206) 5224098 fi Joe Jon NAME __ AwVE'J T DATE , -5 SUBJECT MetC4440 u..i1T SHEET rfr orj4A Uf417` A ,,,.1.. 6Y eZlMMC.At -my Y ' f Cog 1.33 ra 7 l e Cp A ?Sli d/ I1 / iti `r *y 14.'' comalitH I..,+'IO iC OS. '4 1101 t, p4 uDI 1 G oa4 f nat.4 V4ft ��/ 1444 E ZIc9 Ibs 1/4 4Dr I" 8012 2 .3(1 4 r / il6A t UN ir_�na� ire{ Pr r 4 "r dir 271,3 11,1 I (444 P '19,cc+'1.$ qq ov Ilo.s /xrfae K 4 l.A45 •/&GrObt7 SP444 i t tMt.y W rri iw ' I'4 or- ENO GdftTli"GD vrJ DeAkh BH.orf S►baR biSe >K G) s l , P/•r+efri4n v.+ ®a av 094.1% N*401214f go, ato 09 %2S G• IIv,0 v4 a0 .T S N6E069 (1 G .' 04.) $P 'r 3" eo ( c) f!D 3e. •.a. Its 0°4415 NELOio e 1-40 ao L ( z " «.) ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (206) 5224696 Joe No .. SUBJECT 304 i i1,. A6Gtieu4ttAt, u..it1 Ua or A. o..•,r r kpbe i2..:' X 6 Joe NAME A6w6Kivr a • "gar 1t' _ ib& 1..0a4 try 0 i..tAL. SPWA AVA'+.A*ta At N..i.f t„0 c.ia.r! O«+ 4o14 shy /i�'t�"7 stow plc 11Mbv • *Ito pt F igloo 7,909 14/9,04 3(4 filh s l0 ' r c.ACm S A.1t4ocro p•kii.h • 11t/,1t 1 .1,P pop fan drOP60 v.5 ua( 6►L v+►+fT' 30.51114.$)• 5,9)24t; It. t9t3v6l.o040 0w06#. .4 IT' l 0.511 " I e*Zi'` tE R E.40 A"' 1:113 .0 4., 71•41a►4 1 cvmP 460s.a hr 4A4{ 4-.40 U'SE 5iMP4v*4 CMS'riq C'e 0.4 u~R _ U *0. Zile • - N Af c.00 -ra v4Y DATE ... ez" SHEET .k 00w/f sY.xx4 lMatt+us Evo. ", y '+ .et- -- 14 WPSN!µ6 GQRO (31i. / 06v4(..90 e$,.. &:0- SO. ©CS Ora 3rM4 1vc.A. rj p.ic, tb TE•.i P EPe..tI A•+ V-01 141 sJf$ tSPNIalt,$) I ENGINEERS- NORTHWEST INC. P.S. A$6411116 Aa CO CA i ry 6889 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 5224898 JOB NAME DATE 5- SUBJECT 6 L SHEETT �_r.._ _1• A c. ..` •ti Su '1 87'4 g t log./ pig open Vsime *324• AVA,I,„hus , Si O,s r E 9,, 00 I t 19 O ge% w • •I o 1.4••••.1 •• • 2 O ip frimisr t mix i 4 ,..4 ?twwriViefotr C.s t .., II U +RIP 9.7' "►� O i.a o N "GOti V ,„,rr, 1, 007 I&. .n. 4c 4' 6013 401 It4MINr4 trIccAl ( x y . ors. 4,ligx Agx4 2 -9 os -4001 f / x_ i 50. G : , 4.0j01 _ 001)I g 007 I4,4t.lt06 I—..► 04 6Y t i '/Z 'At .4 GGL .>IVnrA 1 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 • SEATTLE, WA 98115 - (2061525.7560 • FAX • (201) 522.6691 JOB No ' P4 SUBJECT 04, r 6 �'174e.J 4�f4�t.lr 6 Per 2, 37ti �b OM a 014 5(00 16 •i„ Q M, = Warred red Or - -f • 3Y7,s 4, o FICA Cly s 1,7010 u.s 13Ur• OQ4 /•JJ JOB NAME DATE SHEET at O r�� SY �Mr b•1441 U o 5 # 'izT' 54. vote' o 4 La 0. - Ft7 or 047 not / f+. S • U o 4 / frt E IR�I s t t7 '(►:f Lg, r Z as 64 4 u hi C ea ,1sat 6 MEMEMENNIE o0 tier r■osO ro 4,,_(1141, 4.+rT►1 6 � M 4 ! 116,249-0 s Z 1'3, 6V.' 4., •ti 2M4 rl r / e s l6 7, o .) 8 10 •e- 11. I 'I6 lb) G 5, lI s 1(.5 Gi s I Hos l y Otto 164 Ifi 1.I Its 13 ee•PT1or3, T.Litl54 NOIMEMOIll 1 ENGINEERS- -NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6696 Joe No. ar2•4 SUBJECT d KPw4 _u TO 6M 1 tf Pt:tPf Jos NAME - Almoyi�C,� DATE S'" SHEET ,,,,,o��l/ - T`R A•64 MA,84 MAWS 3S'7.! 1401 'SNdAR. viers W14L. 'MAKE tab A. • late fryr.C'rid►•1 `e•asorutli•.+o1. wait/ No UPLsPT 10.4u4 t ruo • E ' ' I t a L AA I 440 MLA. To 194A4 i,Jtf AT uwIT A $' + a,,a I4i /1•ti 14 = 1,1 shoe t3` d 71.Ta ¢.dirc4 ' 4, (%AO si c00 6• Laft+e.TH 71211019 V6 #C.6 '1► p 6 " = 1 424 I•% /810a • • 14 7: • ENGINEERS- NORTHWEST INC. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 -(206)525.7560 - FAX # (206) 522-6696 Joe No.,c0 • SUBJECT 11111111•11001111111 4111111■1111•11 t.o.J4 PrU0.444L a ALAI- sactuottro CAPA6 ry tib Hob /Ft 4, e aro g 9. t . JOE NAME DATE 6 crt° Moto te.A1 twir SHEET_02_00 Volt By./ZmAtista 4ti 5 104 0E4 — v‘g-004 s wk.)** A v•-or C.410Aeqty ••■•••••• $11 7' = ...==========.. A ur.r' .4 1 p 1...9314.0.04 PON Off (.0.16091) Cho"QC orr wt.) tri 1••••■•■•• 4•Ml••■•■•■••••••••. 0- di, ocr oteptist7 ‘ftlif 01014401 3 tort) A %Dm IT ENGINEERS - NORTHWEST INC.. R.S. 6989 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 522 -6698 Joe No. da 9 SUOJecT - /f.A4 VeUt S Pp = 6,Gii(o I 1 O M' i96, 411.0 110- rzMt 46 'A. * I,410 I{rt e • 12, 31 1bf C.r6 r b 3 1 t,� 1 AM Cesle,r,1 D #5 T:4 OA Y 1f "C 06 ' /3($0 L...' Zoo Ifs/Ft sr 2 ro lirl fh 774 s /17 1`lft D +5r lP! 77f.4 J09 DATE �• o� Mtr.0..,,e.Ae. VNIr ..... SHEET,. ,ORASett. u' s r C. BY eZ /it1,u414 a N 1 •T c 54� &'f *, Go tier mitiO to ao>v►6044 4 •+11' H I gommaamo _,�tseJ4l EM .a / o a0 afaroo.y.: Z, /44,4 ,h 16 - r; ' - 2.46r C 0,a1r 1y 4 r6 1 /, COW It. N 177 /47/ft p +5 o ( Co to w I f .) 1 t16,10 13A56 Ito AloSymPTKo sw 10 lis ..• Section Name 6.125x19.5 Beam Width 5.125 in Beam Depth 19.500 in Member Type GluLam Elm Wt. Added to Loads Load Dur. Factor 1.160 Beam End Fbdty pin -Pin Wood Density 35.000 pcf Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL Spans 24.25A, Boom Width • 5.125in x Depth u 19.51n, Ends aro Pin •Pin Max Stress Ratio 0.744 :1 Maximum Moment Allowable Max. Positive Moment Max , Negative Moment Max © Loft Support Max ® Right Support Max. M allow fb 1,929.03 psi Fb 2,691,64 psi [Deflections 52.2 k -ft 70.1 k -ft 52.21k-ft el 12.125 ft 0.00k-ft a1 0.000 ft 0.00k-ft 0.00k -ft 70.15 fv 112.72 pal Fv 218.50 pal Center Span... latagidasi Istallaul Deflection -0.028 In 4.970 In ..,Location 12.125 ft 12.126 ft ... Longth/Defl 403,2 300.14 1.5 04 47,0114,c s 1, l o (,r t...a. (�i'i: Tide : Dagnn Descrlptlon : General Timber Beam Page 1 Description ABOVENET MECHANICAL UNIT C (12,000 LB) LONGITUDINAL BEAM General Information Center Span 24,25 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Fb Base Allow 2,400.0 psi Fv Allow • 190.0 psi Fe Allow 385.0 psi E 1,800.0 ksl 438.00 atft LL 260.00 «/ft twit LL a/ft #/ft LL «itt Reactions... Left DL 5,68 k Right DL 5.58 k Date: 0,00 ft 0.00 ft 0.00 ft Uniform Loads Maximum Shear * 1.5 11.3 k Allowable Sheer. Left '8 81 Right 8.� 'I'l�t Camber: © Loft 0,000 In tit Cantor 0.942 In co Right 0.000 In Max 8.6tk Max 8.61 k 21.8 Job* zo�Kcc� Beam Design OK Left Cantilever... ggigl Deflection 0.000 in 0.000 In ... Length/Defl 0.0 0.0 Right Cantilever... Deflection 0.000 In 0.000 In ... Length/Dofl 0.0 0.0 S w": MUCH Description ABOVENET MECHANICAL UNIT C (11,000 LB) LONGITUDINAL BEAM Stress Caics Bending Analysis Ck 20.711 Rb Cv 0.939 a Center ® Left Support Right Support Shear Analysis Design Shear Area Required Fv; Allowable Bearing Supports Max. Left Reaction Max. Right Reaction 52.21 k-ft 0.00 k-ft 0.00 k-ft ® Left Support 11.28 k 51.555 in2 218.60 psi 8.81 k 8.81 k Title : Doggie: Description: Scopes General Timber Beam 0.000 Sxx 324.707 1n3 Area 99.938 1n2 fivaiksi 241.78 in3 0.00 in3 0.00 in 0 Right Support 11.28 k 61.555 in2 218.50 psi Bearing Length Req'd Bearing Length Req'd Aik>able fb 2,691.64 psi 2,691.84 psi 2,591.84 psi 4.385 in 4.385 in ' Page 2 • Not 500001 Description ABOVENET MECHANICAL UNIT C (11;000 LB) TRANSVERSE BEAM General Information Section Name 10x12 Beam Width 5.500 in Beam Depth 11.500 in Member Type Sawn Bm WI Added to Loads Load Dur. Factor 1.160 Beam End Fbdty Pin -Pin Wood Density 35.000 pcf Uniform Loads Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL General Timber Beam 438.00 #/ft aift 111th Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Mow Fv Allow Fc Allow 826.0 psi E 1,600.0 ksi LL LL LL Span. 10.00114 Deem Width • 6.500n x Depth • 11.Sn, Ends are Pin•Pin Max Stress Ratio 0.888 ; 1 Maximum Moment 8.8 k -ft Allowable 0.0 k -ft Max. Positive Moment Max. Negative Moment Max 0) Left Support Max © Right Support Max. M allow fb 867.83 psi Fb 977.50 pal Center Span... Deflection -0.091 in ...Location 5.000 ft ...Length/Dell 1,317.9 8.77 k -ft 0.00 k -ft 0,00k -ft 0,00k -ft 9.88 N 87.86 psi Fv 109.25 psi at 5.000 ft at 10.000 ft 1 Description: ScoPe 10.00 ft Lu ft Lu ft Lu No.2 850.0 psi 95.0 psi 250.00 #/ft >l ,ft Maximum Shear • 1.6 Allowable Shear. Reactions... Loft DL 2.26 k Right DL 2,28 k Camber. 0.00 ft 0.00 ft 0.00 ft 4.3 k 6.9 k CD Right 3.51 k Left 0.000 In Center 0.137 In CD Right 0.000 In Max 3,61 k Max 3,61 k I2ISI.USd Left Cantilever... 122211216 -0,141 In Deflection 0.000 In 0.000 in 5.000 ft ...Length/Deft 0.0 0.0 848.12 Right Cantilever... Deflection 0,000 In 0.000 In ...Longth/Defl 0.0 0,0 Paps 1. Beam Design OK • Betiding Analysis Ck 32.811 Rb Cf 1.000 a Center 0 Left Support a Right Support Shear Analysis Design Sheer Area Required Fin Allowable Bearing 0 Supports Max. Left Reaction Max. Right Reaction Awl 608001 General Timber Beam PlIQO 2 Description ABOVENET MECHANICAL UNIT C (11000 LB) TRANSVERSE BEAM Stress Calcs 0.000 Su 121.229 In3 Area 03.250 In2 hill&61120Mfti 8.77 k-ft 0.00 k-ft 0.00 k-ft 107.83 in3 0.00 in3 0.00 In Title: Door: Description : Scot*: 2zastd 6 Left Support 0 Right Support 4.29 k 4,29 k 39.290 In2 39.290 in2 109.25 psi 109.25 psi 3.61 k 3.51 k Bearing Length Req'd Bearing Length Req'd Aktilhitik 977.60 psi 977.50 psi 977.50 psi 1.020 In 1,0201n Date: Job I * 414( Joe NO. 4 - Joe NAME _AkovarJ&T DATE , t3 '° SUBJECT MtL+Narotce`. uwrrs -_ _ SHEET, ot= fir.1 t! . C.. e.q' 1 BY ht itAw■Clt.6 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 • FAX # (206) 522.6698 1 .0144,44- _ tit Eettaai rizA. �vsa.4 ENGINEERS— NORTHWEST INC. P.S. 4•reOIPJAL t24P'b" 'Po DM4r.AM. ood 9s K b' L.ACIS 4.4 a 2114 11.+'e.A4 y j f' NPIO 1 1 0 .$ MO 'raPbAa 0.*b Molt: 1, Z,i1.1 al 6.a..+ C4t Tuorr.+n4 Al* I NO W4'IPT • 1L 1- A4.4 s 4.44.4 '0 • dp " • r, /V /440 p & '.z ails W S 3c.1 11..I N 411. iC I, co? ib: IpoGr C oc) 14 /ago 44010 ( '/ pd-) PcMA. v S 7 A o IC cv+PM►‘.s es �t 1 1 1 I I 1 I 1 AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS Also 1997 UNIFORM BUILDING CODE - Section 2218 NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness d = nominal screw diameter Designation Dia., d, in. ( in. ) d" = the larger of the screw head or washer # 2 0.0860 25 ga. _0.0188 diameter, but not larger than 1/2"(5/16"w t) # 3 0.0990 22 ga. 0.0283 FS = factor of safe = 3.0 # 4 0.1120 20 , a. 0.0346 Pr = allowable shear force per screw ._., # 5 0.1250 18 ga. 0.0451 Rift nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 Nig allowable tension force per screw # 7 0.1510 14 ga. 0.0713 Pn,a nominal tension strength per screw # 8 0.1640 12 ga. 0.1017 pull force per screw # 10 0.1900 Fu =45ksi min. 1/4" Poe ull -over force per screw # 12 0.2160 Ellilliiiii than # 2 or larger than ti e thickness of member in contact /4 in, 02500 with the screw head NOTE: - t2 s th ckness of member not in contact 1. Screw sixes smaller with the screw head • are not to be used. 2. The tested shear capacity of be less than 1.25 P m 3.75 the screw shall Poi not F tensile strength of member in contact with the screw head Fug ■ tens l) a siren tjh of mom • er not n 3. The tested tension capacity of the screw shall not contact with the screw heed be less than 1.25 P ■ 3.75 P E8.3 Shear E6.4 Tension ail �1 f J3 the smeller of P., shall bo token as the smaller of For tit, < ■1.0 P.l shall be taken as P.. ■ 1.4 (t2 d) Fu: Pull - Out P., ■0.283t:dFut . ;■0,' PH 0.912 d ,, Pull - over P., +* 0, h d* Fut or bill >162.5 P.. shall be taken as the smal or of � Pal w0,9hd Poi ■0,9t2dFa or .04 , <2. ..s a •e •etermno. , y . a linear Into . olation between the above two oases B /►p��� V�Mi�7 t2. OAUOe + Pe7. y. .. y } # t; . nor. SHEAR # >. 1` <x NR7� PULLOUT ALLOWABLE LOADS lbs. z , z� k,. 'z:X9 b i SHEAR - •f52sS " t a. '1 ..- * °t • 1 i .: aw PULL-0UJT is' •.k'3.1�;Y;ti,. c6'''• tY^ SHEAR ..$- .e h2. v PULL4UT ,• ee l y • �" ..,a. . SHEAR 25 75 52 71 48 wriiiimum 66 38 60 39 22 78 131 lirli 59 72 111 50 151 61 20 85 16 200 124 263 108 244 84 224 78 16 394 166 . 970 137 344 118 315 100 14 667 1111113111111 WIEN 783 N= 246 474 675 148 398 126 12 880 280 213 568 178 Min. Edge Dist. and do spacing 11/16 in. 8/16 In. 112 in, 7/16 In. ;. , SCREWS TO HAVE 5/18" MINIMUM HEAD DIAMETER, 1 ENGINEERS- NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N. E. (SUITE 205) SEATTLE, WA. 98115 SHEET OF 4 4'1# Rev. 1/3/00 Page 1 6/6/00 SCREWS.XLS Joe No. mew l Joe NAME At3ovbr - r SUBJECT ME 1 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 (206)525.7560 • FAX'# (206) 522.6698 G% 12 -rs� c R .y si ' tL fast. l+� Lt3 PutL.►w ?u t:� L� u9t .1116A4 ; GAANA rot. 0v► 4.Qaq Lizre.lie t7-Vt7iwJA cArrac ►rr $ Du I b, /ft 11P 4 3Z0 11rs1 9 106 !G ► 46c4 ' O 20% IW O bY6 -0fE S v.+06 ti u►•+ ►r 0v&►t.SE o 5 t eg IIv.i /ENp u sa J.Juu wtwe r • 5IAPtaN Nw G (2 1 - to.) HeAOEitL Z • S•t ter It 21, (via t A► UPtitFT 4►.+ 0 S► •+ 1461 Wr J 1c0•n►4 •N SbiA 0. a .0 '0 ,> ( • .---- ---cap L C'A 5T, ►t= -pa" e u► sot 22, - 10 a re "7" oc. A mo ur. ar►oa DATE , ^oc' SHEET SHErr S' 0�..•..- BY eZ1M 6Ys A 1.4.vW� G(.4 g •.+►w') 07.85'• 9 'goy/ Ot. le ligaGe..40 Ntll4►t (woods, ue. Air • G Z 044 '0 WACA 4) 4t PAN IP seNW1r040/ Fe 9W Joe No. SUBJECT /Itb 7J. /1- r _ ..µ fil ' 6,24r k.k' (H s) V 0 1 , 0 zx'" JOB NAME O. (ifold) fra w)i ENGINEERS-NORTHWEST INC. P.S. 6969 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 FAX* (206) 5224698 . J 2 . i ' t • „ 0-3. 9 4., , &VP- — DATE 6 -' -do . OAIP" &MLA? SHEET. .,, -or. BY. C 24 w ,1 �Zt,r� , , spa s,l,) (• �� II'4 T r /LG g 9, ea k• ft e— use am) PW JJ 24 3 ti 1a u t IX4tS ,3 w. ww ,2.,) ' 1, 835 5�d 2. ler / e0r11 1 ` ENGINLERS— NORTHWEST INC. PS; 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 - FAX # (206) 5224696 Joe No SUBJECT ogi • A. a j met.relo +. u, ¢i 5,Nc0r Joe NAME Ighai ,7r* o.66.06 3 ybx I /8.; (II) G 4 2. To .s.a1 c 4' . 0, E' < • /*i o, to Jobr vivo- DATE SHEET, ' of By ✓ �,. 4 ( 4l.)7•, I 'j 23 .s • ENGINEERS — NORTHWEST INC. P.S. 6969 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Joe No. _ adp Joe NAME /IL. SUBJECT BLDG, iI -0 4k',h4 'corm iAsT s 2414" (3o- 4.) (3•- V' Y • Q,) 1✓ w' C v I R r s 0.840 * O,18µ/ C 2,5 CA 'r `✓ A p r L 3c.)('4-s) tN 0.2S Vs/ 4— U L.T ('c)(t) w .04 y✓ WeR,,d 6 MQ$ viVelVhfa 667E OUT 04.14 S- /2,0 ff 77)K.114. 4 Cv — 772c.E /6 -1S 0.84- I - DATE SHEET--L-OF L/f T car DP 7 cALI3. (3003 P. 7✓e a cro KEN► %` 0- 4,31 .3 69-0 97 ()Sc. 0,i M EX P B Z.o,JE 25,0 a) S E (ASSUMCO) ESJEN7 MC / . /77E5 jx,3Lt 14- I( /, 2 . A s 7719L.‘" /o -a ,fKW me J$6si 4,6" r ' Cr (/1441 Z a,zit sec, 4 C ' 7 L' 1 C? ass Gs .;1 ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. = SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (206) 5224695 Joe No. OW *9 Joe NAME �$C /�/�fi T� - /�l1'G61476 _a9Sr DATE 16-1 SUBJECT, SHEET .14- ,��� OF' 6Y s 4.0 Ai 4x \I o.2 atti) o, hr O57 r_ L4 TER ,1 L. t, 8 23 �S6�s. Pt. s606,9) 264 + (.o1z)(i,3) 4,/f tF ' .1'7-,(4,11) w 0,'73 ca (r.h.' 1.624 Coll.)(Zio) lig 4,349 VL = , 179 ( 0,g7D Icr.,P IV OR TN -soon( 1 "er sL..J b.90/, S80 (Ion) . ( /)(q) (,J • 1,'d Z 9 + = 913y1 * . / (9,,q9) a hog KLg W4 1 " 1.02.y 17f•Colt.' ' J.9r } vitt .19 9 ( - 4 217 ) 0,'70 2 it L F- 0, 870 Kt V; ,2 (91)Y0 1. 8.7 'Cc( 1 2-63 , 9)7) o$7,94 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 • (206)525-7560 • FAX # (208) 5224898 JOB No 00048 JOB NAME SUEIJECT' Ewa: Odd( rely QLa ULM cox > ckf* 290 fa take 6* wc,cf c+-te 4- cox /64 4"e X463 1rui+ a . cic k r� GR Se 4 ST- Jr DATE Ci4s k__._.______f_1 „ Fjj ,.. c/i/o4c7= 36 ..-� ,,Z+ Ac •14s;- (-/, 0e4"t r^. REIM IL 1 u 1 e et ( p ) ; 0M11/0.46 1..40 ,1) SHEET O F., ,.,_ .,,..��.,, BY f)4; L . 1 1111. Q ... ,. .Las... _ p.eNANIS • • • 0 0 0 ,554` 4. to 7.34 A. te G/ /f O G i +: 1111....,SO 1— ?.41111 .. ,. •• ,1111. 85',5 1111 • f • ;fi% S f ..a* ..arr.. rsaa . S. • 1 :us_�� " - was 4 /45 7 ? e t oito 0 0 0 rr : tsrrnstwrsrm •eI+Yl •.a s1 a ellommeinomor Mess 4,4; e{'t •'• • I it'T i •MPA•176141M i .1-• ' ® 0 G ,t SSSSS • I • t•. •..e,L_ .hi 44444 b3a01144114 VON. n :a±rrs a 4xi4 t set amtsr r.Ot. t :.. a see -t Ott a 1. a :,, . O meonnotototawaretansato .:fs 410 0:: t at IC: et essriemom eat f_.11111■11•14•risir••O•. t.t..se 14 0 • • I• Vice - &' It /44'4- 3... 4g •r r • of 4118 .e._.... a va es..r TAM a _les at s1/ earl t e ••• .eat t.emesera we.t-: sotootwoosortnnorrestt �...:. a+•rarmomesst mgrs • a at *sew 1 I • e.er re x :Ors fnean twos inotommommottoommilkm f------- a- t,tt•r tet• lawn„ mt. t•trrs eniiYS .F.ie7 1 • r-hipit I e • Joe No 00 48 Joe NAME SU8JKCTsHErrL_0r LK- SY Mt L ENGINEEBS—NORTHWEST INC. P.S. ' 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 • (206)5254580 FAX # (208) 5224898 Ole 'L COX idULY Al 6 1 74 4, tdied Adr, ActsitiS to;le •it/44t- c zepo > e ' e Pi* R61Jetie0( /ft..) t%'cr Cw4P 4,tr Oftl c ,31L 4 30 -44 1' Sr , t) DATE 5 r • - s . s • us r► •• s IIwrlr _. MOM m, I.1.:, Os*. ...•ss ?Mg elMe ) wo rY11IKWMiian .11•41 I .a I I. lrsrr•rs Ylarsrr11.r 1. , 1.. . s. a I , • is 2.040 ( 011 a l et 01 OF ..i AstiA Slit* . . 4 I II rrs s 11•Irst . , 1.44 .r I 55rrS5Wr 4) M T I` • , somiYiir olio Yta.. 101..Y.4 • ARV' A'S J/644 c'/ <o cQ doi a/ 111111.111.111111111111111311 IA" r tt . 121'4 Ttrn , f • . DOW • ii ENGINEERS RS: 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 FAX # (2067 522 -8G98 Joe No. S ueJc, Joe NAME_ a. goo ' / - A///I1 �Af SC/ o1 41410400 s Acy04 eO ADO z,aws tote ,4ov / /ad DATE SHEET, I . ,or ji BY 07/07;4363 SAW MATEJ t. ) we' 0 .4 Com"0 l (41/9 X 2 t, 4» avant') 2) /fe AMIL PRAQ ,sib 001/( cdchniA'l #*S N6r' o .� A/444 y 00144", 4I/ 2401/ /0 1 c? �F " 4 Co 44 6 . moo' WiN _. Cq 0.8 9.70 "" 0.8 16.84 1 m i l l 1.0 2438 Inward Outwar Outward Windwar waif p ■ Cq a Leeward wall (Onefosgd & open structure.)_ i 6.06 1.0 12.13 Oh 9.90 1.. 19.91 ,p cq■ Leeward wall ( Partially Enclosed structures) P ■ QOOFSI Cq • 0.7 0.7 0.7 Wind perpendicular to Mgt leeward or flat roof p a 8A9 13.80 _ 17.48 Outward Maid perp ndicuisr to ndQ ,leeward or flat roof Cq • 0.7 0,7 0.1 (Enclosed R open structures) p • 8.49 13.96 17.48 Outward VYrnd perpondteular to ndrs, leeward or flat roof Cq • 1.2 1.2 1.2 (Partially Enctosod structures) 14.65 23.77 29.97 Outward Cq • 0,7 0,7 b.7 Windward roof 42'17 Enclosed & • . n structures i 9.49 13.86 17.48 Outward • Windward roof 42:12 (Partially inclosed structures) 14.68 23,77 29.97 Outward Cq 0,9 0.9 0.11 Windward roof 2:12 to 411:12 Enclosed n structures ■ 10.91 17,83 22.48 Outward • .i . • w r • roo _:1 : 49* ' artiatl nclosed stru turss • 16.90 27 73 Outward �. . , U VAndward roof 2:12 to 49112 • 3.64 8.94 Inward ■■ i Windward roof 9 :12 to 12:12 .____n_ 4 ,95 7.92 Inward Windward roof 12:12 ■ . 8.40 13.811 NM Inward ! --- • pars ^ to go at roo • • • Enclosed i O • n structures • 0 .49 13.86 IIM Outward "I • pars to r' go at roo • • 1. Part all Enclosed structures ■ 14,86 21.77 Outward CAI ■ O n vortical • o loci area structures CIO foot in „ ht I ■ 13 10.76 111PAM i . On vertical • o scrod area structures MO feet in he • ht ■ � r:„.. � {LG PM On horizontal projected area of Cq • Enclosed It • • n structure; • ■ 0.7 0.7 0.7 8.49 13.86 17.48 INSIIIMINEM On 'r OM mita pro d f9' a o Cq 116 (Parboil Enclosed structures p ■ ENGINEERS- NORTHWEST.INCPS. 68&9 WOODtAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 UBC WIND PRESSURE ( ON PRIMARY. FRAMES & SYSTEMS ) WIND SPEED as MEAN ROOK HEIGHT a PARAPET HEIGHT • Iwo Co • 0.74 eXPOSURE'0' • 1.21 EXPOSURE "C" 1.62 EXPOSURE "D" Trib. Area Trib. Area UBC frame WIND Pogo 1 mph qs• .00256 Vet 16.4 psf ft ft. used for loads to walls only 1171100 I (Normai force method,! x. stirs 1000 ft 1000 ft UBC Ssc,1616 • DE'FINmON5 • PARTIALLY ENCLOSED STRUCTURE OR STORY Is a structure or story that has more than 16 % of any windward projected area open and the area of openings on all other projected areas Is his than half of that on the windward projection. UBC Table 114h • Footnote 01. For one story or top story of multistory partially enclosed structures, en additional value of 0.6 shall be added to the outward Cq. The most critical combination shall be used for design. SHEET, lJ of 1997 WIC WINO EQUATION p ■ Ce Cggs1w METHOD 2 (Proleotod oral mme� ) xposure • 1000 it 511100 WIND- CE.XI.8 ..... (T.O.P.I Cq • 1.2 14.38 0.9 10.79 1.2 23.68 0.9 17.68 1.2 M80 0.9 22.36 Outward or Inward All atucturea . • Cq• i.e 1.3 1.6 1.3 1.6 1.3 1.5 18,10 Portia Enclosed p • 19.18 16.68 31.44 2064 39.73 32.29 Outward Cq • 1.3 1.0 1.3 1.0 1.3 1.0 `� popes p • 15.68 11.99 2614 19i6 32.28 24.83 Outward or Inward ROOF ; (MRHI Cq 1.3 1.0 1.3 1.0 1.3 1.0 Enclosed & Unenclesed 412:12 p • 16.76 12.13 26.76 19.81 32 .47 24.98 Outward or Inward Cq • 1.3 1.0 1.3 * 1,0 1.3 1.0 enclosed & Unenctosel 47:12 p • 16,76 12.13 26,76 19.81 32.47 24.99 Outward Cq • 1.7 1.4 1.7 1.4 � 114 Partial! enclosed 4 2 :12 p • 20.62 16,98 33.67 27.73 4246 34.97 Outward Cq• 1.6 1.3 1,6 1.3 1.6 -- Partiall enclosed 2:12 to 7 :12 • 19,40 16.76 31.69 26.76 39.96 32.47 Outward (or) Cq • 0.6 0.6 0.8 0 0.8 0,6 Partially enclos • :12 to 71 • 9 70 6.06 1144 9,90 19,99 1240 Inward Cq • 1. 1,4 1.7 1.4 1,7 1,4 -- Par1UIl enclosed s7:12 to 12:12 ■ 20,62 16,90 33.67 27.73 42 ,46 34.97 Outward or inward '! !I� iPJ Cq ■ 1.8 1.2 14,30 1.6 20 ,47 1,2 23.60 1.6 37.25 1.2 29.60 Outward Corners p ■ 17.98 Cq • 1.2 Corners p • 14.36 0.9 10,79 1.2 23.68 0.9 17.60 1.2 29.00 0.9 22.36 Inward ROOF j•nr ra► t Mra••r Cq • 2.9 6lo 4 :12 • 27.89 1.5 18,10 2.3 46,66 1,5 29,71 2.3 67.45 1.6 37 U . ward . I, .0 Slo 2:12to7 :1Z 31 ■ .63 .� 31.63 61.60 .. 36.55 04.94 44,90 Outward * Slope •7:12 to 12:12 p • 19.40 . 1 15,76 1.0 31.09 2.6 66.40 .3 26.75 2.0 39.61 99.95 2.8 59.93 . 32 .47 2,0 49,95 Outward Upward ROOFS ipyini.ratos a Moos," Cq • 2.8 Slope 4 2:12 p • 33.95 2,0 24.25 WIND SPEED MEAN ROOF HEIGHT PARAPET .HEIGHT fw UBC WIND PRESSURE (oN WALL & ROOF ELEMENTS ) 1 t.J 11!.11 l.. /!! MEAN ROOF HEIGHT 1MRHI EXPOSURE "B" Co • 0.74 EXPOSURE "C" Co • 1.21 EXPOSURE "D" Co • 1.62 Ttib. Area rib. Ar ENGINEERS- NORTHWEST,INCP.S. 6669 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 mph ft ft gs• .00256 V • 16A psf 1997 UOC WIND EQUATION p ace Cggs TOP OF PARAPET (T.O.P.) EXPOSURE "B" Co • 0.73 EXPOSURE "C" Ce • 1.20 . EXPOSURE "D" Co • 1.62 OT I AREAS OF DISCONTINUITY Ex .. ure C 10 f1 100 ft. 10 ft 100 Ex • • ure 0 IN AREAS OFDI CONTINUITY exposure q ex sure C Qxaosure 0 1 0 ft. 10 0 fL I 10 It 100 ft 10 fi 100 • • Without overhangs '• • At overhangs 8 Canopies UBC 6ec,1616 • DEFINITIONS • PARTIALLY ENCLOSED STRUCTURE OR STORY Is a structure or story that has more than 1614 of any windward projected area open and the area of openings on all other projected areas is less than half of that on the windward projection, UDC Table 16.H • Footnote 02, Cq values are listed for 10 square foot tributary areas. For tributary areas of 100squsre feet the value of 0,3 may be subtracted from Cq, except at areas of discontinuities with slopes loss than 7 :12 where the value of 0.8 may be subtracted from Cq. Interpolation may be used for tributary areas between 10 and 100 square feet For areas greater than 1000 square feet, use primary frame values, UBC Table 16•1 • Footnote 03 For roof slopes greater than 12 :12, use wall elements. UBC Table 154i • Footnote $4 Discontinuities extend 10 ft. or 0.1 limes the least width of the structure whichever is less. UBC wall S root WIND Page 1 SHEET C 5/1/00 WIND- CE.XL& ENGINEERS-NORTHWEST INC. P.S. 6889 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Page 1 SHEET OF till 5/1/00 WINOCE.XLS \ • .- A ■ ; • . • ' • • • ■ C • ' • • -7. L INPUT DESIGN HEIGHT= • F -: ; 20 30 iirmaucal 40 (111111 111EICIIIIIMEIN IIII 1.14 IIIMIIIIIIMEMI /.73 OfiriBli MEM 1.61 OM 0.72 .10111311111 0.95 1.04 MEMall MINIMMIIIIIIIIIKO 111 1111111111111 MUM 0.74 1W HEIGHT 27.6 11111111111111 11111r1=1111111 IIIIIIIIIIII CO gi 1.21 100 1.88 EXP 21 • 120 WWI 1.2 HEIGHT 27.6 Co Q 1.62 SCRATCH . 1 0.0140 0.014 0.0100 1,180 0,850 0A70 1.58500 1,2350 0012 0 00 :90 31 III 0008 00:0 00 990 0.0080 0.008 0.0080 .. 0.990 i 1.52000 1,2100 0.74000 5 0.0055 0.008 0,0055 1.400 1.070 001.10 a UMW • • 0.77128 8 0.0040 • u.. 0,0045 1A90 MEN 0.880 0.880 1.80000 1,02825 0.80375 0.80375 7 0,0035 0.004 0.0045 1,530 8 0.0025 0.003 0.0035 1.830 1,310 0.780 1.89875 1.3925 0.87825 ENGINEERS-NORTHWEST INC. P.S. 6889 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Page 1 SHEET OF till 5/1/00 WINOCE.XLS • 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - 12061525.7560 FAX # (206) 5224696 Joe No. Suem & (31.L) Wl -c c*d 4—To 13 6.64/0/c F r 4401-14b ENGINt. ERS— NORTHWEST INC. P.S. �✓ Joe NAME ,JG 3 = 1.5'6,6)(1.5) J,0 G�Ay1 AucrhSnR�� II 0,4- C S • (0 (i.i) (.c,(.5) s 0.378 (.0 ) 0.0241 /4 b11 • irit SDs 1/t > <3 c ,,,,. s , 4 / 4 (Pet s4/6.4. cA • 64- iO;li:TrO.33) 93. Ess0.11n4- t. 711c,Llrres *, 34e) A/ • " 611'61.4e.4‘ 0 1 it- 3 , OG �� . (NU ( I a- 34 ) • c4vx. 4.4'4 k : 11- SOS 1 /4x3 S4 S l G 3, z, ti. l- /✓A// AttlAketoiG E R ' vi 3.0 a • /.5 V16 4 r /60 - 0, 3 MAC /4 •k - Es / .I774(. rAu c i neo SHEET,. .1 or Of eY i9' - DATE ,� mom. '-2 i ,74o.KCf S ft)s jq'14 He L5410 (AI 2739 I h" ',/2( Gve� c ,0$11L1% • • • ENGINEERS— NORTHWEST INC. P.S. 6699 WOODLAWN AVE. N•E. • SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (206) 522 -6696 L cAzie fice2 Joe No . JO8 NAME /ti - DATE ,S' -13-00 SUBJECT SHEET /Z OF L47 / V/ ' - _ ' .-�. BY 4 - • Jug h / 4ok /ate 2 • s" l n9�4 IM1s ,4tc 2.¢= 34 � mivY ~.L s 9• d-t VSfi / I,;✓ A2Vc rt,46 ( h.oAV = 2b0, w•s, W bTE TM's /) //LT A✓o /I` 9 f duo c = Zav (i .4.) ws 4,✓e;4Fcvc iJ 7J' /04 iv 526.6 f4F wLYL 7a Akio SNA / /ow AfJt/'(r.Vt PeNM(.7y C Rp =1.0 (/S /77 b..1 8)1? cot a0 (Ai flit- 7't /cwtK OoLr %," gS x 4 "may &I 6to 41 I ca. 0 / ER 16 2 7 7 44 LE 3 @ Jts "Napo, .fc.t` :47)4/// rA,r,w 2.0 C, 3) 4-- Pet S z.tti/ /4 / z ,3. z 4mc s,44i'i r •5". o Z- L o e:47 11404)401 e? 4. of A x 86)6 4 0 .2 <,q • 20, 72. k Si' 2/.6 oh k +J • .t ENGINEERS— NORTHWEST INC. P.& •. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 1206)525-7580 • FAX # (206) 5224690 Joe No. 0 g Joe NAME _4 SUNJECT S>z. {S -A~ 1 f 4S`0,4) • • 6 (: $ 1 2 s G' J4 • d, ZS G1O00 Ittam4v' 61;5 r.$ / 6, ^4 `, (32.) 0.7 )6.))) .Z9115` z,11q 16 r1i .s 1 . l4r DATE ✓ L -oo SHEET_ 1 a._or t1JI ._.... eY Lli . .. / ( .3,L i (4.) Pr, = O. as re (3S M,•J) ( Ft - ,sus) o,B_'<G__0 (t.')(,5K)G. »s) 4, z I t h i n L. V 4 %TE° e-plu.t.1 G 4i t cf u. i° z ENGINEERS -- NORTHWEST: INC. RS. 6869 WOODLAWN AVE. N.E.- SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 5224698 JO!! No... ¢,9 .._.Joe NAME -- A 4 - J DATE WCw SUIIJ SHEET vS � N� s.)Ngt.Lc scow) - kno x F & q (.l't .) �,� Le e,7, ' 1141 re-"- Att Too Art int? r,iox i(a y,W )) 1•01 G ?x 2'(I.b3) 11046 K >173.,;(4k C4kit D W / Jt<41 A z / S• so) Alsoto � i4►,. .243. # 0, l z, i 3114r o r, 1§ • • • SUBJECT Joe No. * ._... NAME ENGINEERS - NORTHWEST INC. P.S. • 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 52248 /4- r. ligejoe,46.6 ur 6 /4' ae z4 m ,-i - o i' -teigra. 5 O. tit ES) I. 381 ctierui 694sr • of #1 '/ X!4 it4&1/ Sji 0 cy* /1“ 444 13/4/70 31y, (on ) C o S'f ori- DATE eke ti-4W . AWIZieei SMEETror l 1,6 2 1( iift MINIM. AM 7i ANIL Gi, 0 s,, IA) /2RdwS 1ohh 84 64. <1 -o i1 SY, tkr Et') . .Q. 24ft 74 A, -- ( ''p" 603 Z3L c Rt,sr 4 K As 4 citiefe 197 N.'S ro'JE 4#1 DP It 4 KI ` v ct Ott U (boom w 1, 33. Mt p • r, AO' /MU. Gti • ENGINEERS— NORTHWEST INC. P.S. 8869 WOODLAWN AVE. N.E.. SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206)522-6698 Jo NAME . / 1 � DATE _ a-0 °1 ' (11) SUBJECT eY_ t7 C.k hsfi T` 4- 111 (IM(2). _ /O.''9", /r,Lr . ' ,46 I( t 1.44 C 4t f. - l a s e _ 0 0, 123 '. I . o 36 (,sr z , - ,BSS) 1;_Ci . k(b. Ale) Revcje 5czJ7 ►/ Z. 9 / / '' 7 � T i L . _ a 400 R. k4' ,( 3 W/ A ?iotN 4 e4f ,s/ r�.s coollf C,4404 004 /Z•15.(s•s • * Jo • , tJ f Cr 3,13 (/dib, 0) 1 1 5 "4 7 I S' Ls . gas 4oi.r - 4, 24 043). 3.4G• g ' , 4 s. 44 , 1 >IZ.Ct s I i v.. • _ 070 1 N DESIGN • ► . = .V F.1- COMP - SSIO : • ` * ` . °e'1- a, min ramauzaser SINGLE AXIS BENDING PARAL'L:ELP:TO I" DIMENSION --- - .- ,f.:::=.1-. "d'!DIMENSIO ? 12" =_:--- — PROJECT ROJECT l z ••+;�;•1r M�:+� TYPE NO. ' - E < _..1.1 ...-. n-..: E 7 N E ....`F -,`j.,;. e- .if �r 1 A• T • I .1171Z i ' ' • • _ - 1111 - ,- r+....+ + .c- nned ends Kee 1.0. -f :::. " )2.,11v4Pm Xti-. eP . .--;;. - : - . , } +i:. ' �- , ;, -;,��. `� kips =1111111111111111 :- M 7:(.' , > ..A • h,1wu» .. .... ..a .r,.,.r.r ..•.rL t- .f.- -, ��:. n rs -t` l Bec.2307.3 ;ja i.. .+.. � ;c 7TH 11115aWa.1 11111111111111 OF WOOD MEMBER m ' Z T , Y v. WM feet (unbraced both directions w/ • allIMIIINIIIIIIII. , Xi +rr� rr`N'.�.. a b e :Ti.; •? _ <. . f4 9° ISIMMINEDICUM 1.008 W e wrzbte,tt.tt ? pif (lateral bending) lu /d F Illtiallill 80c2307.2 Mal 8ec.2307.3 Fb a g=rk- IINIIIIIIIIIIIIIID2 17Z911 Sec.2363.1 IIIIIIIIIIIIM V Fc e 1,14n8504.,- MIN FbC,C. in Fb• e* 675 Fall.111111WW1 0.782 E • IIIIIMI 11111==MEal MEMEI 20 ' 0000;;V V : MIMI VV R : * 8.81 Sec.2383,1 MM. Sec.2307.3 r::00 : ' 1.0 �' ''� I duration • 1 0.438 Sec.23082 Cm factor - Fc �' 7332 Bec:2383.2 Fb /Fb•' 10.882 size facto r <_� Fb Cb • 0.913 8ec.2383,2 - t poi n c o rc ����� �J+�' ii �� Ke 1/d ■ M= 27.43 Soc,2307,2 S ■ 17.048 115111111111/ 1.9 Sec.2383,2 0.3 SQ0307,3 A ■ V 19.25 �. • • • • = V P. �1y•; �� , l E j psi QC: 0 : ' 0.8 8 Soo 2307.3 0:05 Soo 2383:2 C a Sac 2307.3 110 430 0 018 C;,Fe' fc a ■ • I fb ■ •V I C • Fb' * Fb' ■` •• I Qc. , , ht 4 'I`ri'l Pa ■ • • • ALLOWABLE AXIAL W/O ps Pam ■ . $ Ps rl►lti'!4•j .* •1•ir LATERAL LOAD Cr. ■ moo 1.0 for Pb' w/ AXIAL ( still use Cfeu1.0 w/ Fc' ) item Iti v4�� 1.mi. Soo ':2 .2 �I ENGI EERII CHECK AL BOXES I D CATED THUS :• , i FOR CORRECT INPUT. NOTE BO ES FOR SPECIES AND V GRADE DO NOT AFFECT THE PROGRAM THEY ARE FOR 111.11.0111 IMMIIM FUTURE REFERENCE d• C'ECKING =M PROGRAM UMITATIONS : • MOM .11111111.11 11111111111111111.111=111 Pinned end columns WI same co umn len n • • th d rections. . =I MINNINIMIMIIIIIMMOMMIMMIN=11.1111111111MMIIIMMIMr 2. To use Cm wet use 8 Ct tern • - ature factors ad ust the F • Pa & E n • uts b multi • I in. • these factors • rior to n' uttin.. 3, 12" maximum MM "d enslon. MM MI=1 _ i_ _ ENGINEERS NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 264 1 k ).!'1.4I 1• I4 - K4 .fi 10, 144- r I. Page 1 •2GI 0,4 * r 1-sl -r' I y SHEET OF } 0.4r 4- i, a 5/13/00 WOODCQI..2.XLS • ENGIN. ERS— NORTHWEST MC.. P. S. 6869 WOODLAWN AVE. N.E. • SUITE 205 - . SEATTLE,•WA 98115 - (206)525-7560 - FAX # (206)522469S Jon No, 4 /9 Jon NAME DATE s- 5-'46 SUBJECT L.s C4rr . 41/4/J6 fs.SR ? 't rt. rndovGt W 1121 CU ST c1J' C Id) nuY rzaac. ,e,t t .a40-1 .V GUv /cif tti • . pa (ho )(',) s. B,ow r 3 ( l + 3 (4 O. 0 We * S. 3 to k l/ /p (ULT) Grr4LE DLfr Safi. t /elj (..) .0- it , ?r m. V' pi s co' 4 41-6 1,82,•40 / 54.b4) t 4 + K" 44169 4 57, 1- "(ONO t I■lettif h$ 55.74.0 . Coif 61 :.7« j. - o.q8 >+ 1•-3 ° (),415 II IA% 73 $f)4# x SHEET OF By a/ s�P1r' Ae.A 44AJq u.. 7 its 6 $ l t, t o .1 , Z4(,)' z 9,72. ?Siti A t;. A Sti t4 GQ 4/4 j,4 . ccf 9.sr (oar ) r RISA -2D (R) Version 3.03 Engineers Northwest Job ._ 6869'Woodlanwn Ave, NE, Suite 205 Page Seattle, Washington 98115 Date above net remodel cable tray support /wall bracing column == = ,-. L .. = . ........ ...:.. 'L'====___ '=r == = == =m = = =_ === =_ '="L- == = =..•=m Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects : No Redesign : No Edge Forces : No A.S.I.F. : 1.333 1 1 - 2 2 2 - 3 = = =_ =.°_ eft Node Boundary Conditions No X -Coord Y -Coord X-dof Y -dof Rotation Temp. (ft) (ft) (in, K /in) - - -- (in, K /in) - -- (r, K -ft /r) (P)- 1 0.00 0.00 R R 0.00 2 0.00 23.00 0.00 3 0.00 26.00 R 0.00 Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fly) (Ksi) (F) (K /ft3) (Ksi) - - -- tube 29000.00 0.30000 0.65000 0.490 46.000 Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef (in "2) (in "4) col TU6X6X8 tube 10.40 50.500 1.20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in) - - -- (in) (ft) 1 1 - 2 col 23.00 2 2 - 3 col 3.00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 above net remodel cable tray support /wall bracing column BLC No. 1 mech +leis Nodal Loads, BLC 1: mech +seie Node Number Global X (K) 2 7.750 Member Point Loads,BLC 1: mech +seie Memb I J No Node Node 2 2 - 3 Load Combination No. Description 1 mech +wall anchor Dynamic Analysis Data Number of modes (frequencies) : Basic Load Case for masses BLC mass direction of action : Acceleration of Gravity Node 1 2 3 RISA -2D (R) Version 3.03 Basic Load Case Description Direction X Global Y (K) -2.700 Magnitude (K, K -ft, F) 2.700 1 Self Wt BLC BLC BLC BLC BLC Dir, Fac Fac Fac Fac Fac Fac Y 1 1 1 3 None X only 32.20 ft /sec * *2 Load Combination is 1 : mech +wall anchor Nodal Displacements Global X (in) 0.00000 0,85742 0.00000 Global Y (in) - 0.00000 -0,00200 - 0.00199 Job Page Date =ass = == = = = =_ Load Totals Nodal Point Dist. 1 Moment (K -ft)---- 9.450 Location (ft) 1.500 W E DYNA S V 1 Rotation (rad) - 0.01536 0.02140 0.02510 RISA -2D (R) Version 3.03 Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 7> Seattle, Washington 98115 above net remodel cable tray support /wall bracing column 222292"2. 2282 9222= 82922222222 892 == ==292222229999822w�rrr�. Load Combination is 1 : mech +wall anchor Reactions Node 1 - 1.41346 3 - 9.03654 Totals - 10.45000 Load Combination is 1 : mech +wall anchor Member End Forces Nodes No I J Global X Global Y (K) (K) sssssssmns I -End ssssssssss Axial Shear Moment (K) (K) (K -ft) 1 1- 2 1.78 1.41 0.00 2 2- 3 -0.11 -6.34 -23.06 Load Combination is 1 : RISC Code Checks Nodes No I J Maximum 0 1 1- 2 0.6496 0.0135 2 2- 3 0.4065 0.4065 mech +wall anchor 0.1725 0.3227 1.77989 0.00000 1.77989 sssassasas Axial (K) -2.59 -0.00 Member Quarter Points 1/4 1/2 3/4 0.3315 0.4906 0.2389 0.1195 Job Page Date .L.w=rr Lrwrr Lr r2 Moment (K ft) J -End ssassassss Shear Moment (K) - (K-ft)-- -1.41 32.51 9.04 -0.00 L 0.6496 0.0000 0.00000 0.00000 0.00000 Shear 0.0096 0.0614 i • tY 6869 WOODLAWN AVE. IV. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 5224698 Jos No. SUBJECT 73 E rr„ - Q4cA /r I1'! .r 1. /C23)* J,3k ENGINCERS- NORTHWEST INC. P.S. JOB NAME a Pen-13 _ 10 ti9 AMs Y716 E 5 .. D a.t r C,y'43,11. (1.3 ))(3) -I2.6 (,s c, g 6 %60 4 14(24.4)(2:r A 0 3, • 2 4 It. 6 3 _■ i a 414,10 1 4 1 ,'fi u /c,rt xiblr ( /.1 r ) 6717c) Asivt r>‘,.0 v' I.0 f �Cl•�I�i.33� DATE . r yr • SHEET _...- ..__. BY ��'�' . ENGINEERS NORTHWEST INC. P.S. . 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 5224696 Joe No. Joe NAME,_-- . SUBJECT P • (3L3 1-,1,5)(161 SP) • 10 /( ((,M . ) au br . GJ I Z .IC, A = 411 ot` r ' .773 A,.a 1 BM cC loci( elk N•4� �• 88 it Bfl4cC' ,G 674)( l )(ob) 1.u LoAp CA S0 12 -is} IL - /G xIar 4 _;#k part's, vYit'p 4,L Ai Tiny) *44 s»ca1h+ CR•' + .Cup)( 15.i) lay, b T. a /v9, b8 , 50,46" (m4&) lrt'.S �It u. tom, P 4 (2.3 4. 0,14K gelcTtW /4 30 ''- O'W44 _ $ reAz'cytds 4/.14 30 curt r '` 3, - K (� /AK) N. s., DATE SHEET 2 - 54 1 OF 214 3 GL 2 V ic #407 23 =G`' I. jz E 2,46 - r (a.E5)(' /.4) WS. C, sn 0- £ (401)1f.0 16 r L- z(,029) •,ory G'Asz • av4"i/ new/ pow) Steel Code AISC 9th Edition ASD A owable Stress Increase Factor ASIEL Include Shear Deformation 1.333 Yes Irclud i Vira Yes No, of Sections for Member Calcs 5 Redesign Sect ons e s P -Delta Anal sia Tolerance 0.50% Wit Axis _4--5 1 DL DL Dead Load 1 #Ja � �- y SNOW3.g .� ... SW, , .wStidW.Litl �� -� 14 ���s: _4--5 , , y,. 3 SEISMIC EL Earthquake Load 1 Company : enw Designer : dml Job Number : 98075 drag strut Basic Load Case Data BLC No. Basic Load Case Category Code Category Boundary Conditions Joint Label X Translation Y Translation Z Translation K/in Win K/in Member Distributed Loads. Cat aory DL, BLC 1: DL Member Label I Joint J Joint M1 N1 N2 11.0111 11:141 -.058 Member Distributed Loads Cate . o : SL BLC 2 : SNOW Member Label I Joint M1 N1 Global J Joint N2 Distributed Load Patterns Pattern Label Direction Start Magnitude End Magnitude Start Location End Location K/ft F jKJft F Ftor% Ftor 1 � ! 1 _ 1 _ 0 0 - Load Combinations Num RISA -3D Version 4 [A:IDRAGSTRUT.r3dJ Env WS PO 8R88 CD BLC Factor BLC Nodal MX Rotation K -ft/rad Load Type Totals Point Distributed Surface MY Rotation K ft/rad Load Pattern Label Pattern Multi . ier Load Pattern Label Pattern Multi ier 1 -.058 Factor BLC Facto 23a./(25 June 11, 2000 Checked By: MZ Rotation K- ft/rad BLC Page 1 Factor Description DL+SNOW NEN 5 DL-E0/1 .4 MINIM Ill__Iliiilill.11111111111111111•111.1.1 nnirmiiirmuluirmummummissirririm ransom 1 DL +EQ/1.4 STR 1.2D +Em STR .9D +EM 1 1 Ing max 69 3 1.526 0 0 0 1 0 N 0 .- . 1 0 II MI rt -6i 6 0.4 • 1 0 0 1 0 0 1 0 Ng Q -0.061 4 4 0 69 3 0,764 all 0 0 1 1 1 o wil -1.939 ILA n -69 3 m -69 0,071 14- 022 4 0 o H 0 is_ 0 -6.732 0.107 6 69 -0.061 _ 0 1 0 1 4 0 4 N 0 I -2.586 max 0 0,142 6 6 0 1 0 0 1 0 NC 0 1 - 8.976 69 -0.22 U 0 an 0 0 am .1.939 1$ II WM 49 '• - 0.764 IEIIIIIIIIEIIIIIIIIII 0 U 1 0 0 KR U -6.732 max 69 © 6 -0.44 -1.528 U! 1 0 0 J 1 0 0 min -69 0 0 0 1 0 1 min - 0142 3 0 1 0 1! 0 1 NC NC • 23, 3J4w- June 11, 2000 Checked By: Load Combinations (continued) Company : enw Designer : dml Job Number : 98075 Num Description Env WS PD SRSS CD -'i r• 7,1 Materials General Material Label Member Data Member Label I Node Member Deflection Member Label Section M1 Steel Des! n / NDS Parameters Young's Modulus Ksi Kai Ratio • . 10 F Member Section Length Lb yy Label Set 1°2 Ft Ft M1 — SEC 3,5 Envelope Mem,_ ber Section Forces Member Label Section Axfat Lo 8hoar y -y M1 RlSA -3D Version 4 [A:'DRAGSTRUT.r3dJ drag strut BLC Factor BLC Shear Modulus Poisson's Thermal Cost X - Axis Section k End Releases J Node K Node Rotate Set 1 -End J -End ._.re � z - Factor BLC Factor BLC Factor Weight Density Yield Stress KHM3 End Offsets Inactive Member I - End J - End Code Length In In Ft 23.5 *Translate Lo y- Translate Lc z- Translate Lc *Rotate Lo (n) L/y Ratio Lc (n) L/z Ratio Lc In In In (radians Lb z -z lol L_comp le_bond Ft Cm y -y Cb Sway K yy K z -z CH Cm z -z B y z K K Ft Lo Shear z -z (KI Lc Torque ( K4t 1 Lo Moment y -y Lo Moment z -z Lc (K-ft) K-ft Page 2 0 0 0 0 0 1 0 0 . I IIIIIIMMIIIINW1191 NC min 0 0 1 1 0 0 1 1 0 0 1 0 0 1 min - 0.036 J - -0.061 4 4 0 0 1 1 0 0 1 4599.878 0 1 1 0 0 1 1 1 1324.987 i iU N NC a all 3 m max 0 0,071 14- •0,086 4 4 0 0 1 1 0 0 I e•- Iro 3277.413 4 0.107 6 6 - -0.061 _ _ 0 1 0 0 1 1 4 4 99.878 4 4 N NC 5 m max 0 0,142 6 6 0 0 1 1 0 0 1 0 0 1 1 N NC • 23, 3J4w- June 11, 2000 Checked By: Load Combinations (continued) Company : enw Designer : dml Job Number : 98075 Num Description Env WS PD SRSS CD -'i r• 7,1 Materials General Material Label Member Data Member Label I Node Member Deflection Member Label Section M1 Steel Des! n / NDS Parameters Young's Modulus Ksi Kai Ratio • . 10 F Member Section Length Lb yy Label Set 1°2 Ft Ft M1 — SEC 3,5 Envelope Mem,_ ber Section Forces Member Label Section Axfat Lo 8hoar y -y M1 RlSA -3D Version 4 [A:'DRAGSTRUT.r3dJ drag strut BLC Factor BLC Shear Modulus Poisson's Thermal Cost X - Axis Section k End Releases J Node K Node Rotate Set 1 -End J -End ._.re � z - Factor BLC Factor BLC Factor Weight Density Yield Stress KHM3 End Offsets Inactive Member I - End J - End Code Length In In Ft 23.5 *Translate Lo y- Translate Lc z- Translate Lc *Rotate Lo (n) L/y Ratio Lc (n) L/z Ratio Lc In In In (radians Lb z -z lol L_comp le_bond Ft Cm y -y Cb Sway K yy K z -z CH Cm z -z B y z K K Ft Lo Shear z -z (KI Lc Torque ( K4t 1 Lo Moment y -y Lo Moment z -z Lc (K-ft) K-ft Page 2 NM= 14.65 NEI min -14.65 3 6 0.695 0.2 11111 4 0 0 IN am 0 0 I 1 0 0 III In 0 0 J 0 la 0 MI gal a IN Ka um 11111 11111111110 mum 111.111M MEM min MB max min 14.85 -14.85 L 6 0.348 0.1 1ER IA 0 0 IN 4.702 1.354 einuoinui 11311 4.702 PI 0 0 0.000 0 0 14.65 3 0 in 0 0.44 3.056 6289 M -1.806 In 0 NM M_ 0 A 0 IN 0 -14.65 14.65 6 0 Q 0 -69 1.806 4 11.11M4111101 4 -6.269 -4.702 NEI A 0 0 0 3 -0.1 El 0 4.702 1.354 - 14.65 6 -0.348 1 0 14.65 3 _ -0,2 w EN - 14.6516 -0.895 1 0 1 0 0 11 0 0 N11 m._ -_.._ _ __ - - ---- 0. _ __._ - ._.- .- .._ - - --_._... a . rs..s. 0 N2 � 23.5 0 __ 0 .�.. 0 . .._s.s . a�a :a . vN1 c emus x: va. sz.as _anu -:a . c:s max 0.000 8 min , 0.000 1 3 ma:s. a_a� : 0.00:0 vv_ 0.000 1 ' 4 L -3 1 u . _s -�_. s. . . .+ ss =s .= sa a.0 m : = 0.000 1 0.000 0.000 1 1 � 0.000 1 1 =.s: \ -, v.ss ?s c 0.000 is 1 = 0.000 i. : • 0.00 - 40 X0.003 0.003 0.001 1 , w 1 4 N2 max , 0.142 6 min : -0.142 13 0.000 0.000 4 1 0.000 i 1 I 0,000 0.000 ! 1 0,000 1 0.000 1 n 0.000 1 0.000 �1 aliniiini max 69 min I -69 max I 0.000 3 LI I 1.528 1 000' 1 0.000 40 0.000 Ilill KM In Sill 0.44 1.528 0.000 1 0.000 0.000 0.000 1 0.000 1 0.000 NM 0.000 SI 0.000 rni Reaction Totals : mi 0.000 MI 0.44 3.056 0.000 0.000 1 - 0.000 _ 0.000 .} E 0.000 69 -69 ' 0.88 El 0.000 El Company : enw Designer : dm! ' Job Number : 98075 Sections Envelo Member Label Section I MI Section Label Joint Coordinates Joint Label Database S Envelo a Reactions Joint Label X Force (Kf X Coordinate ( Envelo • e Joint Dis • lacements Joint Lobel Material Label Member Section Stresses Y Force RISA -3D Version 4 1A:\DRAGSTRUT.r3dj drag strut Area In A2 Y Coordinate Z Force SA(yy) SA(zz) I y -y InA4 June 11, 2000 Checked By: I z -z 2,,,114."„ J (Torsion) T/C SEC W12X16 WF MON 1.2 1.2 2.82 n^4 103 In"4 Oni .1 IIII • A�6a1 Sheer y -y Shear z -z Bending y-top Bending y-bot Bending z-top Bending z-bot ( Kst) Lc (Ksi) Lo (Ksi) Lc (Kai) Lc (Kai) Lc (Ksi) Lc (Knit Z Coordinate X Translate Y Translate Z Translate X Rotate Y Rotate Z Rotate In) Lo In Lo (In l Le 'raid Lo Joint Loads/Enforced Dlspincem Category : EL, BLC 3 : SEISMIC Joint Label (Woad or Direction Magnitude (D�isp aoement Mt In red rVL T L n^.. Joint Temperature X Moment Y Moment Z Moment • . III l_O I A. • c Page 3 • ENGINEERS— NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (2061525.7560 - FAX # (206) 522.8699 Joe No._ 1 Joe NAME —11:1301/1----4 DATE 6' SUBJECT_ f / k g 44,c L pee peeN.1 p 4.9 l am : .v 4 1 . 1 d sPitir I- /feiyi 4//2 , L 4 (1433, 20. 6� 244.JJ IQA e � -� Z " t • P //'Lr f 4..,90/ 1 2 04/fit ,er4//4, c� C 3CI7CI, ;('1.3�[1.333st Z ?G,3 sme7fril D O k as /( s.?.S( /4 r 2 9 1<i .1 f---- spe..emGThe a 04e=n T fo/C ()MG sPt..AIT i c L 7 3" 1.3 2 119.Co Click 4itidr a- /a 9 6 ("(.91)(6o)(1.o0 = 3 ?9 0,‹ 1344 4s -9 g (� 9.4) --> 4.7/ (4)(3 I rl' 44 r 7 SHEET 2$• S" OF, ++ 1 • )/. / f CIO. stiff /4QMehim f- W 4 le(Q0/47n(wr Po qj ig ENGINEERS — NORTHWEST INC. PS: 6869 WOODLAWN AVE. N. E.• SUITE 205 • SEATTLE, WA 98115 • (206)525-7560 - FAX # (206) 522 -8698 SUBJECT , pW Co).i (Jiu.+ P61-73 i/. rovjhal use ov�J ��•� 1.4.4j116. A `j JOB NAME , /6 2, N V r 'U. 14 467 4 10 iiie-i OtA Pswt 0 . 24 5" 4*- 'Asa ou v ,v u", "o t 719,614 w• 4, w T t (60003)652.5)64) 3 3167< T 2 is.. y` l _ , 7 99 �S r s L 7• G4 s n 1t)s2(wX4) 1 ; A A 9tw s c)Iu«c k ' 84` (Alt 4JI6io sly; 43 4 2 Pep x E res., Dm # 73.)s . r q DATE G SHEET 21".OF __..._,. HY ‘ dr.4) 1ZXL4 1 ob bu» 3 /i • fil/ .. 3 . r 6 i.} • 9,14 kc- Z' ) 4 , 4 t 4 a.,(o(4) < c, ok �stjC ,sriPi ' 8 , 100(214(L' 4 XL") 2 ok 4/744 '6(4. 3zq" 0 • ENG INcERS- NORTHWEST. INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX (206):5224698 Joe No. #9 SUBJECT _ , SHEET 27i 4 OrCj E4■VA W_ S BY A g44 l' W /L• ) 41 , 4 ,30 2 - rr t F-Y K ' %F` id 6, a Pi. 20 44, „,,,• 27.”' 2 MO.-1776.'q 1/4 a JOB NAME 6 A49, y 3 3, <'F cis 4 cAllc It LR.c,.v / 2.0 a tte c c 62. r We,LD. fo,z 3) , µ t 1 A. CI 2) (V i 1(z1 , ; ,y, n�,dsr .T y A t�I txlG t.wt 44-1 I + 24 1 # Ltis ; ) 2(,• ”-, 5 ,6Y r 23 CC/ u1 F1 4 4.4.T3 k s� T4 DATE a' et) 15; Z all__ Iis ; 7 I, 2 - r 2(»') + r /40. A L ( 4-. } KQ „ As - c , .. . 47 • ru .1 .39 130 3 94 4 % C 2•ll a, I /Q9 G 1.0• • 3 4- s') t ft 122 • ENG I N ERS- NORTH W .JC P.•S. t�Y . 8869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 FAX* (206) 522 -6698 • V.JOB No. , .JOB NAME DATE SUBJECT_ — SHEET BY fit • • TS ro yZ� .34 RLbr n NAI lag yv.txcbr WFI tea•.,• 11.,2.. —s. t �. i............ �... ' r.11 11111111115 trim! 1121111 y � � r " � IX, JT. � -3iµ'¢ now •pgal 400 %p'k L" la 4 41 1 ,sik `J CI J;PC A o • 041 U t Fon. 6 -'r'0 "ie A 190 Mew ne A er, 01,90e (w ) wo.o// krx x 0 =r el. vie ne 4adr 31/46t, 360 J o r u *t.'21 en. J/Oc OF 63(./J T. 4.e. 41440 it T � .! 1 IQ- OF j!`"'`i�"'?f i �tiai` :�r';"'j.e�•�'xf�` T if. 'Y • .y t,4-.+1'.••• ., .. a . r. r� '• •: 0,4 „ NG IIvc: :RS. 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E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 522 -8696 Joe No.. _Joe NAME _'f§0 DATE 4 - 00 4164A1) 7 , ap-• SHEET I OF C L SUBJECT g1044 LO " A 63, 93 0,e) ti 1 1.83 Koh" •tr, is K 8 K � 1 3 '1 aiOs .� o.bq r oar' T. 0.5 91.1. c o r e .Qµ ' 01» 67.41" 'b J P 3,91 4t3 47" -- , 7246i BY Ot d 1§ ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 5224696 Joe No., woo , Joe NAME__________ b Ar e ' i r SUBJECT D Q Q� 2AI C4" "k Q A 2.0 7� 94.7s.' v Vie % 6.5"" DATE 24.1) SHEET le ' of C6 BY /9"' r L g� Ott oaf,/8.• 1.••rgr R e 111•8=1/ WIT f•III•FM148 irt •• • •_s 44.42 .1.a_." s • ¢: 0144.• .:• .r::::::.:: • .:: 1 1 . .• • .P .•. 4,. same .48 rams. ar.� .`. .l.._7 . *s...... ' t 1 . 0 m u .• 4 MN u . ..O d v tH, • .J.. 4 ••• ! ' 4 .. o • _. ! • 0 - r ..... JEW. , WO .:... • . • O p. (� ...p� ..�... ..� I. ' • .. L. • . g u • • 0 7 ...p 0 . . .p• .p i 1 O , O 0 Q 0 O 0 O 0 - 0 2•. 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I I - , I �••u • • , • • • • • = . 1 1 vJr • • - 4 44 . , • 1 • 1 1 II .^ • $ 1 . t • 0 3� gw ei �t OR Engineers Northwest 6869 woodlawn AVE NE Seattle WA 98115 510601 Description ABOVENET TYPICAL PLINTH AT GRID A AT RAISED FLOOR / SUPPORT OF NEW ROOF COLUMNS General Information Width 18.000 in Depth 18.000 in Rebar. 3- s 6 d = 1.875 In 2- tk 6 d = 9.000 In 3- ; 6 d 16.750 in Axial Loads Applied Moments,.. et Top ra Bottom Summary a M•critical Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment Po .80 P : Balanced Ecc : Balanced Slenderness Actual k Lu / r 20,000 Neutral Axis Distance Phl Max Limit kl/r Beta is M:sustained /M:max Cm El /1000 Pc : p1 ^2 E I / (k Lu) ^2 alpha; MaxPu / (phi Pc) Delta Ecc: Ecc Loads + Moments Design Ecc Ecc • Delta ACI 9 -1 & 9-2 AL ACI 9-1 & 9-2 LL ACI 9 -1 & 9-2 ST ....seismic = ST • 1.400 1.700 1.700 1.100 Rectangular Concrete Column fit-. /4/14 Pc 3,000.0 psi Fy 60,000.0 psi Seismic Zone 4 LL & ST Loads Act Together J.Ive Low Short ghsttuum 27.700k 41.200k k 29.900 k -ft k -ft 89.28 k•ft 9,846 In 1.00 9.846 In 89,28 k•ft 822,74 k 388.21 k 7,742 In Elastic Modulus 7,9014 In 0,7000 34.0000 0,3584 1.0000 0.00 0.00 0,0000 1,0000 9,8457 9.8457 k - ft k -ft 18.00 x 18.00In Column, Reber: 3.8 (§) 1.881n, 246 @ 9.001n, 348 @ 18.75In AC Applied : Pu : Max Factored 108.82 k 98.48 k Allowable : Pn " Phl @ Design Ems. 205,98 k 179.03 k AC1 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor Title : DeacrIption : Scope 88,88 k•ft 11.032 In 1.00 11,032 in 88,68 k•ft 822,74 k 388.21 k 7,742 In 3,122.0 ksi ACI Eo, 9.2 7,1496 In 0.7000 34,0000 0.4020 1,0000 0,00 0.00 0.0000 1.0000 11.0316 11.0316 0.750 0.900 1.300 Unbraced Length Eff. Length Factor Column is BRACED k -ft k -ft Date: AC 24.93 k 64.18 k 66.07 k-ft 28,509 In 1.00 28,609 in 66.07 k -ft 822.74 k 388,21 k 7.742 in Beta AC1-ga.9.3 4.0075 In 0.7818 34.0000 1.0000 1,0000 0.00 0,00 0,0000 1.0000 26,5087 In 26.5087 in Job 1 /A 9.000 ft 1,000 Eccentrkfty 0,250 In Column Is OK 0.850 LAC! Factors (per applied internally to entered loads) UBC 1921.2.7 1.4" Factor 1.400 UBC 1921.2.7°0,9" Factor 0.900 4 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 - FAX # (206) 5224698 JOB NO. JOB NAME DATE SUBJECT S SHEET l OF & BY erg t5ip A e t ', 21. r�5' a 12406e hs pjl o$A, " r = VS' " . / 4143 M LE) Fa • • 28(c ( ' 4) PMT' l $. (7.s9) 1 .66 " N Bice x y� /03 4 /06, z" s y +eb x S ig► r 3,1%. • I r. a .LGI :I2• 4 '®, D1(pok© 0-me I.. 13.1r Ns a 2'7 =q I4.ue rce t 2= Z 649 exezeavir3 42# , 21.1r 2.r, CY, 644' a ® 640.1cdo, cod 1 T I Outside Dimensions Wall Thickness Mass Area I ie a S r 4 Torsion J Surface Area '' Shear Crt . In, x In. In. Ib. /It In. In, In, In, In, ft. / ft. In. 12 x 12 .600 76.1 22.4 485 80.9 4.66 95,4 778 3.88 10.0 .438 87.3 19.8 435 72,5 4.69 85.0 892 3.87 8,98 .376 58.1 17.1 381 63,4 4.72 73,9 600 3.89 '7.88 .313 48,9 14,4 324 54.1 4,75 82.6 507 3.91 8.73 .250 39,4 11.6 265 44.1 4.78 60.8 411 3,93 6.80 10 x 10 .500 82.5 18.3 271 54.2 3.84 04,6 441 3,19 8,00 .438 56.3 16.3 244 48.8 3.87 67.7 393 3,21 7.23 .375 47,9 14.1 215 42.9 3.90 60.4 342 3.23 8,38 .313 40.4 11.9 184 38.7 3.93 42.8 290 3.24 8,48 .260 32.8 9.69 151 30.1 3.96 34,9 236 3,28 4.50 8 x 8 .500 48.9 14.4 131 32.8 3.02 39.7 218 2.52 8.00 .438 43.4 12.8 110 29.8 3.08 35.7 195 2.54 6.47 .376 37.7 11.1 100 26.4 3.09 31.3 171 2.86 4,88 ,313 31.8 0.37 91.0 22.8 3.12 26.8 146 2,68 4.22 .260 25.8 7.59 75.1 18,8 3,15 21.9 119 2.60 3.50 7 x 7 .600 42,0 12.4 84.5 24.2 2.82 29.6 142 2.19 5.00 .438 37.5 11.0 77,1 22.0 2,65 28.8 128 2,21 4.60 .375 32.6 9,58 08.7 10,6 2.88 23.5 112 2.23 4.13 .313 27.6 8.12 59,5 17,0 2,71 20.1 98.9 2.24 3.60 .250 22.4 6,50 40,4 14.1 2,74 16.5 78.5 2.28 3.00 .188 17.1 5.04 38.6 11,0 177 12.8 60.4 2.28 2,35 6 x 6 .600 35.2 10.4 50.4 16.8 2.21 20.8 86;4 1.86 4,00 .438 31.5 9.25 46.3 15.4 2,24 18.9 78,1 1,87 3.72 .375 27.5 8.08 41.6 13,9 2.27 16,8 69.0 1.89 3.38 .313 23.4 6.87 36.3 12,1 2,30 14,4 69,2 1.91 2,97 .250 19.0 5.59 30.3 10.1 2.33 11.9 48,7 1.93 2.80 .188 14.6 4.28 23,0 7.05 2.36 9.27 37.6 1.95 1.97 5 x 6 .438 25.5 7,50 25.1 10.0 1.83 12,5 43,3 1.54 2,85 .375 22.4 6.58 22.7 9,10 1.86 11.2 38.5 1.56 2,63 .313 19.1 5.62 20.1 8.03 1.89 9,70 33.3 1.68 2.36 .250 15.6 4.59 16.9 6.78 1.92 8.07 27,5 1.60 2.00. .188 12.0 3.53 13.4 5.38 1.95 6.31 21.4 1.61 1,60 SQUARE Hollow Structural Sections • IMPERIAL Dimensions and Properties SQUARE Hollow Structural Sections i. • Ns* no 1,.,,W 4Lt4.4 • kA IMPERIAL Dimensions and Properties '4 , a e m Outside Dimensions Wall Thickness In. Mass lb /II Area In. I In,' j i S in. r In, 2 Jai. MINIMI110401■1 � Torsion J Surface Area Shear' O rt = � In, x In. , In.'s ft. / ft. In. 4 x 4 ,375 17.3 5.00 10,7 5.34 1.45 8.70 1 8,8 1,23 1,08 .313 14,8 4.38 I 0.57 4,70 1.48 5.90 18.3 1,24 1.72 .280 12.2 3.50 8.21 4.11 1.51 4,98 13.8 1.28 1.60 .188 9.46 2.78 8.81 3.31 1.64 3.92 10.7 1.28 1.22 31/2 x 31/2 .376 14.7 4.33 0.70 3.03 1.24 4.90 11.9 1.08 .1.60 .313 12.7 3.74 8.09 3.48 1.28 ' 4.36 10.6 1.08 1.41 .250 10.6 3.09 5.28 3.02 1.31 3.89 8.89. 1.10 1.25 .188 8.17 2.40 4.30 2,48 1.34 2.94 7.04 1.11 1.03 3 x 3 .313 10.6 3,11 3:57 2,38 1,07 3.03 8.33 .910 1.09 .260 8.81 2.50 3,15 2.10 1.10 2,80 5.40 .928 1.00 .188 8.80 2.03 2,80 1,74 1.13 2.10 - 4.32 .948 .848 2 x 21/2 .260 7.11 2,00 I no t .;iii .000 1.71 2.97 .782 .780 .188 6.61 1.86 1,42 1,14 ,020 1.40 2.41 .770 .858 .150 4.80 1.35 L22 .973 .048 1.17 2.01 .700 .570 .126 3.91 1.15 1.06 .848 .081 1.01 1.72 .798 .501 2 x 2 .250 6.41 1.59 .781 .781 .692 .998 1.$9 .595 .500 .188 4.33 1.27 .568 .886 .726 .840 1.17 .813 .489 .160 3.58 1.06 .582 .682 .744 .714 .985 .624 .420 .125 3.06 .899 .514 .514 .766 .621 .852 .831 .376 .110 2.72 .799 .466 .466 ,764 .558 .784 .635 .343 1 x 11/2 .188 3.05 .896 .241 .322 .619 .422 .442 .448 .281 .150 2.58 .762 .218 .291 .530 .369 .384 .457 .270 , .125 2.21 .648 .197 .263 .861 .326 .338 .484 .250 • .100 1.82 .534 .170 .227 .564 .275 .284 .471 .220 1 1 .150 2.05 .603 .115 .184 .437 .239 .209 .374 .195 .126 1.78 .524 ,106 .169 .450 .214 .187 .381 .188 . .100 1.48 .435 .093 .149 .463 .184 .169 .389 .170 1 x 1 .125 1.35 .398 .048 .095 .346 .125 .087 .298 .125 .100 1.14 .334 .043 .086 .359 .109 .076 .305 .120 SQUARE Hollow Structural Sections i. • Ns* no 1,.,,W 4Lt4.4 • kA IMPERIAL Dimensions and Properties '4 , a e m ENGINEERS—NORTHWEST INC.. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX • (206) 522 -8696 Joe No. ¢9 SU eJ ECT Joe NAME ,,,,,_f14� j DATE 6 -,9-tL C 44241 /15J /040 14 2, A /8.4) 6'h vi 19,46(11) • 4,13 Ur 1.0., 3 (1,0 r SHEET JO of CAI' Sa 7 t r KSr Ib.G i 21 10 J.;7 lK if'(44) k19:yCw$t / ' $ 3 / , j K51 8 fao use TS /O)Uvx yam' _,,.,,.,_ Original Plan Submittal Response to Correction Letter # . ... _XX_Revision # 1 After Permit Is Issued DEPARTMENTS: Bu ll PLAN R %ROUTING SLIP ACTIVITY NUMBER: M2000 -127 DATE: 11 -09 -2000 PROJECT NAME: ABOVENET SITE ADDRESS: 3433 S 120 PL SUITE NO: Public Works Complete Comments: vision 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TOES /THURS ROUT G: Please Route Structural Review Required El No further Review Required REVIEWER'S INITIALS: Approved Approved with Conditions Q REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved 411.o&,I uYK SNI (ten days) Approved with Conditions Fire Preve ntion Structural REVIEWER'S INITIALS: -14 „Response to Incomplete Letter # Planning Division Permit Coordinator DUE DATE : 11-1 ' 2 000 Not Applicable DATE: DUE DATta 12' 121 Not Approved (attach comments) DATE: DUE DATE, Not Approved (attach comments) E DATE: ACTIVITY NUMBER: M2000 -127 PROJECT NAME: ABOVENET COMMUNICATIONS INC. SITE ADDRESS: 3433 SOUTH 120 PLACE XX Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Ruit �Division tgi R Aux Public Works ❑ Complete Comments: INIMMINIMMINIEr PP !AL R COR EC lON : (ten days) *U Ulf) 1MK' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP y Fire Prevention Ala. 0-200 ❑ Structural (Tues., Thurs.) Incomplete ❑ Approved El Approved with Conditions REVIEWER'S INITIALS: DATE: 6 -14 -2000 Response to Incomplete Letter # Revision # After Permit Is Issued TUES /THURS ROUTI G: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: Pinning C�ivis Permit Coordinator DUE DATE: 6- 20-2000 Not Applicable ❑ a DUE DA`I'I; + - - INIL Not Approved (attach comments) ❑ DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: A Revision No Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: » Revision No. Date Received Staff I Initials Date I Issued I Staff Initials Summary of Revision: Summary of Revision: Received By: _ Received By: Revision No. ,... Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: _ • PROJECT NAM : A100 - riet Site Address: 5 1207 PI - A " �, Fall . ow* Ka► : '' '. alt« � : 7� r Summary of Revision: Received By: Revision No. I Summary of Revision: Date Received 00 - REVISION LOG Date Received AIM Staff Initials `ti I Staff Initials PERM. NO:.. 1 (Z 7 Original Issue Date: 1- 21-00 Received By: Date Issued Date Issued Alr (please print) (please print) • ''Staff Initials Staff Initials (please print) , please prin City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mall, fax, etc. Date: 4 j 1, Plan Check/Permit Number: /112c .' /Z ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # J after Permit is issued Contact Person: Summary of Revision: ._. Phone Numbe Sheet Number(s): &1M __ it13. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (entered in Sierra on '' e i � RECEIVED CITY OF TUKWILA NOV ~ 9 2000 NUF IAIT CUTTER Project Name :A /7' Project Address: 08/30/00 i§ City of Tukwila Fire Department Fire Department Review Control #M2000 -127 (510) June 26, 2000 Re: Abovenet Communications, Inc. - 3433 South 120th Place, Suite #100 Dear Sir: The attached set of mechanical plane have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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 V.L. central station supervision is required. (City Ordinance #1900) 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 ower source of the air - moving equipment upon detection of smoke in the main supply-air duct served by such equipment. Smoke deectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1900) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206475.4404 Steven M. Mullet, Mayor Thomas F Keefe, Fire Chief Fax: 206.575.4439 0 City of Tukwila Yours truly, Fire Department Page number 2 An aisle to arsd working apace shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 3. Hazardous materials shall not be released into a sewer, storm drain, ditch, drainage canal, lake, river or tidal waterway, or upon the ground, sidewalk, street, highway or into the atmosphere. (UFC 8001.5.1) 4. Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials. (UFC 8001.5.2.3) 5. Comply with 1997 Uniform Fire Code, article 63, for refrigeration. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206.5754439 §fg r *A. -U44 • %. • • •• .- • • O. • • • • « .•-• • .•••• • ••••••«• 6- - IDEPARTMENT brCABOR •• • . . . • • .. . • • = '• • • : • _ -; • - •.• ! • 41 ' l I •••• ' • - •:= /7 „Z.« -1 '`:- t- s e' ;'{i)i .. .. -s:; %N.. - - - IN•o`' ;I V '■«"!" t«:3/4 4;e1"tt lYt 1 • • REGISTERED' AST PROVIDED Br; LAW:AST: = ; "t.,;';/.:6 Ark • e \ ;d•t* ••• , . „ • • -- - - .- 4 • 4 •r" - L:ONSVTCON'I'N GENERALA.z., • ' (Y7 „ • • •'•-••• . : • / ... - . . ,.. ' . 44 .. -',....r '''' RtaX MIT Vn•IttEXP r: DATE - . , . • , ,f«, .. ,« )' •-Y VA CdOl , ).213,1:1? ' " ' • " , , ... . ' .'; ' ., (EFFE . TZVE D.4TE 4,-,, $,..../,... . 08 /2 0 10 61 :--- - ,. ..::.., ,,,f''' .....■ : 4 0 , • , r „ 'y Ftristigi? , .,. ,ir,- , , i;142" . . ... .•: • . • • - • . . .ig .. . , ,.0 1, '''• met; KiNsTRy I co .t%.:6,1 f ,.... a / a ..t. .," ,..: .. r • , ;.i.'.. ' A ' A '4 -* ''.." .-.... A • • -. - .:.:. .1 . 4 , . ' 1 /-'''. :. .., ' . ... :: ::.Y.1 ! : P500 0 9, B ' 4 .A 5 V 6 E 7::- 81- :: : :: l ::: .: - - - :::-"--- • .... • ._ . _., : .. .--: - •.. • .... . , . . o. ' - " SEATTLE WA 98124-0567 '• • •• - • • • — • i • .• • . : • ' .„,.---• • . ••• .Y- '• .. .. ,' : , , « — • F62S0310001ilin •• . --. .. ,.........-...•.. ,........ •.. - —.....,. ;',........- ,. ;._, --........-......„--.-- ,................„.... -...„.,..---,--,..„-;,........,..„...-.....„--,...--,.----,.-,....--.............:-.......----...---,:-...•.-..."---........„....,-- ,..--,....... --- di-4-4A-4 • 7 4 t10 0 a 4A - tfri.i, • • %-ez,tiAde, 1.-tt b.te 731-t S-6-tio . , ••1•''*4* • 14A`11 •■12•447419 • tr« SYMBOLS PIPE. FITTINGS. VALVES - LEGEND CWS CWs ---- GWR. —__ —_ MYR CHILLED WA. RETURN rOS FOS FUEL OIL SUPPLY - - -- FOR - - -- FOR FUEL OIL RETURN LG G GAS (LOW PRESSURE T- 141VC) PG PG PRESSURE GAS (NATURAL. 2 PSI) • DOMESTIC HOT WATER HWC DOMESTIC HOT WATER GM CW DOMESTIC cow WATER (POTABLE) ✓ VENT W WASTE TSP NPCW NON- POTABLE COLD WATER RPE CD CD CVNC.GTE DRAIN PIPE SIR WYE STRAINER IDV GENERAL - LEGEND REFERENCE INFORMATION SHOWN ON THIS DRAWING NUMBER CHILLED WATER SUPPLY UNMN 2 WAY MO701azeo CONTROL VALVE: MOODUTING TYPE UNLESS NOTED OTHERWISE Co GLEAeour (PLUG) GV GATE VALVE GLV GLOBE VALVE EN BALL VALVE PRV PRESSURE REDUCING VALVE EFV ERATRRY VALVE PV PLUG VALVE MN CHECK VALVE me DRAIN VALVE PIPE REDUCER INCREASER PIPE PITCHED DOWN IN DIRECTION OF ARROW PTT PRESSURE TEMPERATURE TAP DIREC tON OF FLOW IN PPE GAP OR RUG RIDABLE CONNECTOR PUMP 0 0 PIPES UP PIPES DOAN THERMOSTAT THERMOMETER LR LR UOUID REFRIGERANT SR SUCTION REFRIGERANT NEW MECHANICAL WORK A REVISION CLOUD, & CHRONOLOGICAL NUMBER CENTERLINE PLUMBING FIXTURE CALL-OUT EQUIPMENT CALL - OUT GENERAL NOTE REFERENCE UTILITY COORDINATION REFERENCE MATCHUNE REVISION NUMBER DUCTWORK - LEGEND DUCTWORK - LEGEND Malin KVA uRE tFr- -4D : p I 1 1 RECTANCOGR DUCT RECTANSUGR DUCT �REGr ANCU tAR RECTMICUAN k DUCT 11 I � ROUND DUCT WWWWWW NRINR cosmic WORK & NEW WORK OTHER THAN MECHANICAL () DEAIL OR DIAGRAM NUMBER 11.1 ...SHEET NUMBER WHERE OEAII/DIAGRAM SHOWN R -100 A SECTION LETTER M \� SHEET NUMBER WHERE SECTION SHOWN s -ISO E -100 OA -100 TYPE CODE �52E D75 -678 DETAIL REFERENCE OUTLINE FAG71. b C� MR FLOW DIRECTION SUPPLY NR DUCT - TURNING UP OR TOWARD SUPPLY AIR DUCT - TURNING DOWN OR AWAY DMAUST OR RETURN AIR DUCT - TURMNG UP OR TOWARD EXHAUST OR RETURN AIR DUCT - TARING DOWN OR AWAY ROUND DUCT - TURNING UP OR TOWARD ROUND DUCT - TURNING DOWNN OR AWAY CHANGE OF ELEVATION RISER) DROP(D) 1 , TRANS TRANSRWN 11 T.V. MRFLNG VANES FLEX FUMBLE DUCT � 1 WHOSCRETI OR SCREENED OPENING I r=I M� SUPPLY GRILLE I. I — - RETURN OR EXHAUST CM. NO " GOUIME DAMPER MOTOR. OPERATED CLASPER METAL FAB FLEX CONNECTION FD FIRE MA&ER S/FD COMDNOT'AN SWORE & TIRE DAMPER SOUND TRAP AD ACCESS DOORS ACOUSTICALLY LINED DUCT z VAV BOX CEILING SUPPLY AIR DIFFUSER (SHOWN WITH BUNK OFF) CEUNG RETURIVRANSFER OR EXHAUST AIR GRILLE ROUND DUCT SYMBOL RETURN AIR; NUMBER IJDIOITES CET CMAIMTY SUPPLY me NUMBER MUICATES CHA : ouurTRY EXHAUST ARE NUMBER INDICATES CM OUANIITY OUTSIDE AFC NUMBER. INDICATES MD oUANTY OtD SYMBOL FACE VELOCITY GAUGE GALVANIZED GENERAL CONTRACTOR GRILLE GYPSUM WALL BOARD HON WALL GRILLE HK.H WALL REGISTER FROM WALL TRANSFER GRILLE HORSEPOWER HOUR INSIDE OMMIETER/DIMENSION INVERT ELEVATION IN. WC INCHES W.C. 1D, LIN OFF LINEAR DIFFUSER LF. IN FT LINEAL FEET/FOOT LWG LOW WALL. GRILLE ERR LOW WALL REGISTER MAX MAXIMUM I1e1I 1000 BRITISH THERMAL UNITS MIN MRAIUM :. GENERAL. •.NOTES I- ALL DUCTWORK.PIMENSIDNS ARE INSIDE NET-.UN IESS'NOTED OTHERWISE. 2 RCNcREIE WORK I NN O t BE P EQUI P R O EN DED A RURBS;N SLABS.;SUMP BASINS AGO HOUSEKEE PADS SHALL RN BY GENERAL CONTRACTOR 3. COORDINATE PLU MBNE P IPING. DUCTWORK. ANO � , EWIPME NT WITH ST ' aECICAL AND ARCENIECIORAL 0RAWMGS. INST A TR LL �PU M BING S .' ' PER'ADA REWIREM AND BUILDING CODE " le KENT FFOR THE DISABt , 5 . MECHANI RGI4T C IOR SHALL PRO S TOPPING PER CODE AT ALL ' MECHANIC PIPE 4740 DUCT ::L .:_ 6 PROVIDE' SLEEYIES F OR ` ALL WALES ' AO AS REQUIRED TO. PROVIDE ' COMPCEIDIS COORDINATED SYSTEM P0,?' SHEETMET PLUMBING ANO 7. CONTRACTOR SHALL PROVIDE OREO AIEPFRS ANDS FIRE SMOKE DAMPERS AS TITI XCAItO ON•DRAINNCS. D VII 2If1MGA_ FlL— L�VIVO�V,: NO CHANGES SHALL BE' MADE TO THE SCOPE :OF,WORK WITHOUT PRIOR APPROVAL OF TUKWILA, BUILDING. DIVISION: ` NOTE REV161 WILL REOUIflE A NEW PLAN 6U METAL AND h15Y INCLUDE AODTnC1NAL FIAN•flEVIEW FEES. CrTY OFTUKWILA APPROVED JUL 21 2000 BUILDING DIVISION' LJ F(LE_COPY_ I understand thatthe Plan Check approvalsrg subject towers and omissions and .op plans does not aoth'drize the violatioe of and"; adopted code Or ordinance. Receipt of con `+ tractor's copy Of approVed plan'ackhOwledCed ' `': _.. Date JuI ? RROOR ND.I2 T 127 ®®7 ®PiW[8 ® OMB a9INTI al9IMri®WBWI EWE INE1122111125 E21321111111131111 WW2 SWIEDIR WSW WRINSP2 159212122 WI ®11111221 WM 11111211=t1 EWE DES =IS 512 R=E1 Rffial MIMICS WM WEI WORMS WWII EDF 01221222 WM BSI IWO TRH NEN G EN TR8 ROW SEDIESES 'i MESON W filE21 WW2 12261 DEMO MEE WM 1RTEI NIES DUE B ma OM ENE am= al NM NMI IMMIN NM MISR Min Ism win MN imme Pim Project egatreearL PR "siens:. TTY ,OF -TUKWI ° BUILO)NG;DIV151 T .Checked• LL/JRV Scale: NONE Job No: 35372 inst fe Of Your L MIL2 . DOGS 3RD AAOVE S ' " PO tmlk'24DO7 `SFATRE. WA'98T24 7- 800 -659 -6223 SWO IE.COIUMOABLw PORtI 03 33 -0 218 503- 337 -0234 mmc(mistrywm rirreggifacia AboveN et eattle, Washington EXPIRES: : 16 -07". 6/14/00 PERMIT SUBMITTAL Na. Date f:.&Rept. Design. McKmstry Division: ENGINEERING SEPARATE, PE Sheet Title: i. REOUIRED~NFO TITLE SNEER/ INDEX/ SYMBOLS/ 'MECHANICA t ; ) - • " GENERAL. NOTES Er'ELECtTRiCA L PLUMf31NG a Date: 06/14/00 O'GAB PIPING , Drown: DZ/NE 1.1 ABBREVIATIONS ART ABOVE ACT ACOUSTICAL TILE CEILING : ACCESS DOOR OFF' ABOVE FINISHED FLOOR AFC ABOVE FINISHED GRADE ALUM AEMNUIL AP ACCESS PANEL BOO BACKDRAF7 DAMPER BF BELOW FLOOR DOD BOTTOM OF DUCT BOP BOTTOM OF PIPE Bar BOTTOM ' BS BIRD SCREEN BTUH BRTSH THERMAL UNITS. PER HOUR CA COMBUSTION AIR CD:COND CDUNG DIFFUSEC CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CLG CEILING COL COLUMN CONC CONCRETE MOO MONOB® DUMPE CONN CONNECT MID MOUNTED CONTR CONTRACTOR NC NORMALLY CLOSED CT CONICAL TEE NO. NORMALLY OPEN CTG CEA.UNG TRANSFER GRILLE OA *NEE A62 DB DRY BULB - OB OPPOSED BLADE DIA.. DIAN DIAMETER OD OUTSIDE E17AMETER /DIMENSIOFI DMPR DAMPER FCF POUNS PER CUBIC FOOT ON : DOWN PD PRESSURE DROP DMA DOUBLE WIDTH,. DOUBLE INLET POC POINT OF CONNECTION DWG DRAWING PSI ...POUNDS PER SQUARE INCH E E(HAUST AIR PSIG POUNDS PER SQUARE INCH GAUGE EA EACH RA RETURN AIR EAT ENTERING AIR TEMPERATURE : REG RJR ECG EGGCRATE GRILLE:. READ RESUMED EF EXAUST FAN RG RETURN GRILLE EL ELEVATION SA SUPPLY AIR ELECT. ELECTRICAL S/FD SMOKE RRE DAMPER ENT ENTERING : SG SUPPLY GRILLE :. EP END PLUG. SF SUPPLY FAN SL SOUND LINED SM SHEEIMETAL SQ Fr SQUARE FEET 55 STAINLESS spa, SANITARY SEWER SINS : SINGLE WIDTH. SINGLE INLET TA TRANSFER AIR TON TOTAL DYNAMIC HEAD TG TRANSFER GRILLE MC TOP OF CONCRETE TOO TOP OF DUCT TOS TOP OF STEEL TOT TOTAL TYP TYPCAL UH ONE HEATER LINO UNLESS NOTED OTHERWISE ✓ VOLTS VSD VARNBLE SPEED DINE VTR VENT ,THROUGH ROOF W WASEE; WATER WB WET BULB WIG WATER GAUGE W/ WIN WIG WITHOUT EQUIP EQUIPMENT ESP EXTERNAL STATIC PRESSURE EXH EXHAUST EXIST ROOTING FD ARE DAMPER FL FLOW UNE FLG FLANGE FLR FLOOR FOB FLAT ON BOTTOM FOS FLAT ON SOE FOT FIAT ON TOP FP FIRE PROTECTION FPM FEET PER MINUTE FT FOOT or FEET FLIT FUTURE () 0 - FV GA GAL,/ GC GR leYA3 HIM HWR HWTG HP HO IE 112.0 M63:' 1462 . M15.3 ' SHEET ' , 1TLESFBEr / avocet/ SYABOL81,0136NLNOt68 FOU DAYTON PURIENC FEAN;EERO X, SEE.PEI M IT KTP ; bU@TAu BLOOM RLNt PLI B/Kit Oit:Y_. -'80 PF :BADS1731 PAiRA! : FLOOR ALMS - 'FLDFBfKY( - CRLY-13ERPEPAIRM2227221 ,ROY WASTE AND VE11r RISER :DIAGRNr16 - rA 96 'QEF'9lLLY .. GN16TN.L RUMOR PLIW'MD ROOFn.6N 6WAC . 4 PARTIAL_ FLOOR PLANEWOWAO.411Er.At _c ." . PARTIAL. - R.00RPLANS-- HVAC'= .AF'EM 2 PAWL R-OCR PLANS FNAGI AFAFI AA S - PARTIAL FLOOR PEONES FNAC -•'AEA 4 BERGENCYGDERA vR'ROONLPLAPLADETAL8 -IWAG' y.... •.. FUEL CL PIRG PLAFEATVD DETAILS " ':. MEL OIL DET LG+;SctLEBS:'. ERODE GENERATOR RB::O $Y$FBAP+D:DIAGRAM 0V1ERALL FLOOR PLATT CI#t ® WATER P F,DCWO¢AM' • PI.LieseascHED LJL .. , :. WPC:SCHEOLLW3 Tr. 2ff =0' VS -T:. 0`. 1$ AS:INDIDA7t3A: UEr.f o- 0 ASICCOREGW ASWCIGeL AS PCIC,A'T86: .' RECEIVED C OF .11( N 14.2000 HERMIT carrel 1' -9 5/16', 18' 26' -5 13/16' p'. _ - .2'CA LINE N RAISED FLOOR LE 95.79' fIU�DE't0: YwTON- t'C�t`L j 4 FD E4 419 UP I zv LP 11 _ -. - . _._ - _ 4w UP TO FD 4w UP TO FO /4 LE 9329' 2Y UP [ to 4 I 2Y UP __ i I = zw_rNE# -- ! - 41F UP TO F0 :_RALSED_PLOOR 1 d ER ! . 1 - �: . a i J ._ ___ -__ 4 L ,1 -_. _ a M2.0 FOUNDATION PLUMBING PLAN SCALE, r 6w UP 10 NUB ORM IEE97.34' 411 OP`90 ED R s 4w' UP TC FCO ' . 4111P TO pUI!, I Fi851i ROOK EL Kew' VW 6W LE 92.96' q 6 w (q 6w E - 4 w SLEEVE UP TO ED 3V UP SLEEVE LE 95.64' 9554 2 W ON LE 9500 - 4W UP 10 FINISH EDALE CO. (ribiLboo- /2 DEMDOIgN EDT NOTES: 0T GFHEII. CONIRICDOR SFEELL PROVIDE 'SAW antic TO ELOOR] SIA® AND PACK TO MAECN- EAISIEAD FLOOR AD EICECATEO. ; gq 6/14/00 PERMIT SUBMITTAL CcKinstry Division: ENGINEERING She Title: Checked: LL/JRV rest/ Y Of Your Building FOUNDATION PLUMBING PLAN SEATTLE: 5045 3110 AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800- 669 -6223 Pd41LANIk 5400 NE COLUMBIA 1 PORRAND, OR 97218 503 -331 -0234 v.rmckinstry.com AboveN et Seattle, Washington No. Nate Descnp6a, Design Team. RIM isir 58407 su. 2CA sie..s vi rofisi�e roiiriil rie. %2/ %4/ % /J. % /!I %7.or, 9219//, // // %/21%41: ✓/! •riio.984C CC., 5.169ZIr /. WAWA :VA '092 %its .< /ui/s, i✓is % /4. %PA7,7sr / /srrii Date: 06 /14/00 Drawn: DZ /NE Scale: 1' = 20' -0' Job No: 35372 M2.0 RECEIVED CRY OF TUKWIIF JUN 1 4 2000 PERMIT CENT. 26'-5 13/16' L4 / Le C.) 3/4"C1P 3/4 25/194rup 7"V 011 - $ 8 , [. - 1'7 • 7'1-: I , 161.04 - - - , .7/4'cw on UP TO 2"VfR M2.1 UP TO 2VfR UP TO 219R -, , ,--:•--1:-t_ t•-.,.. J - ! gl 't • - - ----- -- T• --- = . 7 !--,-__.-- . — , H ,- -'1 :'"' ' ri . ,, ,.-.....5E li r 7 I 7, -"--L--- .1 l l '' . V-: , y r ' 4 _ _______ - -- II L .: , --11 11._!.;!_.2, ,..—,,, ,, ' • , .,-, , ,•,j ', RI ; - - -------------: .'' , 14,!-__‘:---- ..:-.- • • - - - - - . • I , IRISH FLOOR EL 1010Crl OVERALL FLOOR PLAN - PLUMBING SCALE 1" 20 3/411PCE 3/417N ON 3/414PCX UP TO HUMEIBERS AT ROOF 6"./ UP TO 6"ViR 1/2V17,1/21.111 0 2 ON 1/2"C9/ CAPPED 1.1 2 UP TO 2"VIR .7)51_r1 • ( () C() , • 00100 PRO91X11 BY 6 6 .1r0 RiNor some ENERGY 1 _ •;•1/2"G' UP (2PO: r 211PCW , , L‘v 4 -- 4 rb4vriN 4414 9t4 AL'F5*• , 10m000 03-16-01 1 3 - SY DC , 41111111 Cf6 8 ' I 411 UP 3 NOTES: 0 FD-3 WASTE PIPING PENETRATING GRID UNE "A" SHALL BE PROADED 'WITH A WATER FIGHT SEAL PIPING 5001.1. EXTEND SOUTH OF GRID UNE "A" APPROX: 0 12" AND SHALL BE CUT AT A 30-45 DEG. ANGLE. PUMPER CONNECTION SEE DETAIL 9/142.3 FOR SEC. 1/M2.1 P -• Fir!' , 3"1/ ON , 4 ORNti SEE • . „ • - • :..■; 11011111.11 06 / « f.7.12* 7,..5 107,9 9.7.691"01 WAWA '11 V.02e) A 0509J1 90Z9.00 V.7.9 79"/Z IA .4•25,9 KoZ 'VA:* &VA: 7/2:15 Z.°12, 7.91.171, , 7ZA , A' cot de."..92:4 %/A 7I VOA air "fe Of roan Btiffdifig ; 5005 000 Reac s 108 808 24507 sEA0T1 00 58024 1-800-669-Q23 5400 NE.COLUIABIA BLVD P0RTIA80, 08 97218 503-331-0254 rommeldristry.com 1111M111111111111•111■111111 rrre AboveN et Seattle, Washington No, Ode Demnplion DeNgn Tem: 6/14/00 PERMIT SUBMITTAL McKinstry ENGINEERING Sheet Title: OVERALL FLOOR PLAN - PLUMBING Dote: 06/14/00 Drown: JTJ Checked: LOIN Scale: 1" = 20 Job No: 35372 M2.1 arT5TuiR44 JUN 1 4 005 Ptsmn cENT., FOR CONTINUATION SEE SHEET .0 M2.2 --- ---- - 41 UP TO aY - - -_ -- - -_ 2CM# 1m ON z. 1 ENLARGED GORE PLAN M2.2 S C N E t /4• I' -0' Date: 06/14/00 Drawn: ' JTJ Design: Team. ■ McKinsty Di�isiDn: ENGINEERING Sheet Title::. PARTIAL FLOOR PLANS' — PLUMBING Scale: 1/4 = :1 —0 CD FOR CONTINUATION SEE SHEET EHLH 2'df DNS' !i £q. 1C t DOT & 0C MATER READER 2 ENLARGED GORE PLAN SLUE FOR CONTINUATION i SEE SHEET 1121 m T /2cw 62YuN- 20. T /214- 6 H /21NE. 066- (zi nECErvEo CRV OF UI(WIIA • JUN 14:2000 PEnMR, CENTER 18818 LOCO. ACCESS DOOR BY GIBL CONTR. MOVABLE DP WATER TIGHT PIPE SUPPORT DOMESTIC WATER HEADER W/ BACKFLOW PREVENTER (RCBP) AND PRESSURE REDUCING VALVE (PRV) DETAIL NOT TO SCALE SD, 15140-G NOM HEAT TAPE WATER PIPING LOUTE0 UMEJJED SPICES ELTERNAL WALL II fLOOR SUB NOT TO SCALE r -6' ION 1 SECTION I/M2.1 TYPICAL HOSE BIBB (HB) DETAIL NOT TO SOLI 4 WATER O. SEAL CONTAINMENT TANK BY GEN. CONTR. SITI 15410-A 24 AR' MAIL 60' AFT' 1210211Y Of Your Baildifig TRAP PRIMER DETAIL NOT TO SCALE SD# 15150-A ALl. ROUTE 14000 YOU- SEE PING. FROM METER DOMESTIC WATER HEADER 11/ BACKFLOW PREVENTER (DGBP) AND PRESSURE REDUCING VALVE (PRV) DETAIL NOT TO SCALE sq 15140-0 AQUASTAT PIMP CON1ROL ; FLOOR HOT MAIER RECIRCULATION PULP UNISIRUT MCNOR 11, KILL AU. THREAD GU. ROO MD-MD • VALVE NOT TO SCALE HOT WATER EOW490N mac 10 Mora SINK 012 00000 00440 SOW MOS ANCHORED 10 4040. HOSE END ODIN VALVE ELECTRIC WATER (EWH) HEATER DETAIL SOf 15482-F NOT TO SOME TYPICAL HVAC EQUIPMENT GAS APPLIANCE CONNECTION DETAIL COLD WATER VOL 2 P1P.E it 0040005- CONCBEIE FLOOR •-• • „ ^ , FUNNEL FLOOR r)RAIN (FD) „ Korn sem, 50f- 15150-8 GROOM BY GE% CORR M ALARM PANEL-..... FLOOR SLOPE s ' MOISIURE OLIECIOR AYI82IPDONEROL *IRE TO ALARM CONTRACMR W.4STE FIRRIEL 2-328 PUMP ROOM DRAIN DETAIL NOT 10 50.440 WrIMIRINOMIWINWW. . . McNinstry Divisic\n: ENGINEERING .400 440 00004408 8.80 0045.440. 005 87248 Sheet Title: WASTE AND VENT RISER DIAGRAIAS 1.)ND DET/AILS , Ch'ecked: 11.1/40 - Job No: 35372 . RECEIVED JOiN 1 4 2000 , .1. . TJ` R WFAEa MTIXE PENMWSE _GOO /314',(;4- 11'W.GJ ON 1/2'G LIJ_LL I II f T I 11114441 11TTiu 1 ITS E -®\II_ r f I O /ERALL HVAC FLOOR PLAN M3.0 SCALE: 1' = 20 -0' 2 M3.0 (2 PSI) /1 1 /4'G OVERALL HVAC ROOF PLAN /2 -1/2'0 41 Ar poirmunloniI_ A Rm z � T`ir R Imm ■ M . ■■■■■ ■. ■ ■ ■ ■• ■•O■■ ■ ■• ■■ • •• G.) /3 /4'G 00 1'G(T -11 4.G.) I IIItIi X 00 MUM ••••••••••• • ••••••••• ■ •••••• 1-1 /2'Gp'- 3'STEAM TO MA 3-STEAM TO MU4 H CONDENSATE DRAIN 3 /4'NPCW D 1 -1/2 G(7'- 111Y.G.) czo 11�! MEM= =MINIM MN ■ w G . 1 S 1/2'G(2P01) - 1 v 1 - [lA ■11 Or s r_i3 � o 1 �✓ ► FlE{F *v. —Ow rI 64 Y C I1\ 1 -1/2 G(7' -t t x -]A 'N HU /2 MIOIFlERS PCW TO (TY P.o4) 1- 1/4'0(7' - 114.0.) TYPO4 112.10 • mmum J19; 0 , •••• . =1 inv 1 .--- H MI Alk y1/2'G 2 PSI)` 11zocfri27 TO GSS ME FR 3 /a'c� KEYNOTES: 0 HEAT TRACING BY MECHANICAL CONTRACTOR AT 5 WATTS /LIN. FT. COORDINATE INSULATION. OO HEAT TRACE POWER CONTROL TERMINATION BOX (BY MECHANICAL CONTRACTOR) ED SEE PIPING DETAILS KEY PLAN J _r., Csbck oppsovals aro . JE 7 .0 Of 1 d0 .. `I) IOe the wolaf on of any copied code Of 01 dln30 /1 = n7 of foo I l'1 ,actor's copy of approved plans acknowledg Date / 2 - rin N /-0r10 Pero (/1/ VF w ow , pEC _ 47,06 - G' 3 Registration: AboveNet Seattle, Washington ReJsions. SEPARATE PERMIT REID'UTif ED - FUR. 5' ELE- TRIE.T [] PLUMBING ❑ GAS PIPING CITY CF TUGWILA BUILDi1�G 03Wi3LQP� 10 -6 -00 PERMIT UPDATE 7/17/00 CONSTRUCTION ISSUE No. We Des.. Design Team: 6/14L0 PERMIT SUBMITTAL McKinstry Division: Sheet Title: Dote: 06/14/00 Drown: DZ /NE Checked: LL /JRV Scale: 1 = 20 -0' Job No: 35372 instry e Of Your Building ENGINEERING HVAC FLOOR PLAN AND HVAC ROOF PLAN SEATTLE: 5005 SRO AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 5400 NE COLUMBA BLVD PORTLAND, OR 97218 503 -331 -0234 www.mcXnstry.com nriTelgat EXPIRE$: 03 -16 -01 .REVISION M3.0 REGEIVEn cm oP TuNwlu 50/ ` 21142 PERMIT GENE,. I EF -34 1 =d p== _= r =d p =- F COWL it • tommi MIME L 1 SWC3 -550 78 %8 (4 TYP.) 1 SWG3 -550 ,BZe (a TYP.) I SWG3 -600 18X8 (4 ttP.) r , ▪ Ra 0 0 I FD �Q DTs -295 16• ' /lid =i WIIigiMM ® /f0 ! �I� w5 5 /FD __. _— S /fD 1 v5 r.- -500 SWG1 -500 SWG2 -1000 5001 -1 000 18X8 78X8 24X12 24X12 /1 4® ON ROOF 30180 RTU -6 ON ROOF 5082 (LOW) 18212 S0C2- fixfi e 11•••=111111 11•••=111111 11•••=111111 -I HINT =ENNUI 11111111111111111 .11.11■ ■■■■ n ■■11■■■■■■ 'ITEM 11■■■ TAN l I ME ■uu ®1111 OM= ■• d �■R��� HEM. I MM. 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DAMPER TO OPEN IF RTU-5 OR 6 SHUTS DOWN. ©INSTALL SUPPLY GRILLE, SWGI, AT APPROXIMATELY 12' -0 A.F.F. INSTALL RETURN GRILLE, SWG2, AS HIGH AS POSSIBLE. ()INSTALL THERMOSTAT IN RETURN AR DUCT. 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AboveNet Seattle, Washington 10 -6 -00 PERMIT UPDATE 7/17/00 CONSTRUCTION ISSUE 6/14/00 PERMIT SUBMITTAL No. Dole Dmptnn Design Team: McKinstry Division: Sheet Title: Date: 06/14/00 Drawn: DZ /NE Checked: LL /JRV I EXPIRES: 03 - 16 - 01 I ENGINEERING ENLARGED PARTIAL FLOOR PLANS NVAC - AREA 2 Scale: 1/8' = 1' -0" Job No: 35372 instry /e Of Your Building M3.2 SEAT E 5005 3RD AVENUE 5 5 WA 98 Po 8WA 98 4 1-800 12 1 -800- 669 -6223 PORTLAND. 5400 NE COLUMBA BLVD PoRTUND, OR 97218 503-331-0234 ww.mck nstry.cam RECENED CRY OF TUMNIU• - 7L•'I? I L _ 3 I ®® I I L 3 I I L -3 I lq I L -3 I l I L -3 I -_ - -- 1 14 V ®� Vii, - _ a —PIA 4 Fro � I . o or.:- � �� • l� „ - ® tfl'P Ir�1• M M' t D6_6.73, t4'r - „ ► ,. 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VERIFY MCI LOCATION OF CEILING GRID AND LIGHTS PER ARCHRECTURAL REFLECTED CEILING PLANS. 0 ARE 04APERED OPENING LOCKED IN WALL BELOW RAISED ROOK SEE 9/115.3 Q FAN SWITCH FURNISHED PAID INSTALLED Bt' ELECTRICAL CO NRUCiOR. -I BSI ti__ __INVA=7 S M• 92% KEY PLAN DEC Of VOL, 4 2L0 Registration: Revisions, instry e Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98114 1- 800 -669 -6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503 - 331 -0234 AboveNet Seattle, Washington I EXPIRES: 03 -16 -01 10-6-00 PERMIT UPDATE 7/17/00 CONSTRUCTOR ISSUE 6/14/00 PERMIT SUBMITTAL rw. Date OesciPtion Design Team McKinstry Division: Sheet Title: Dote: 06/14/00 Drawn: DZ /NE Checked: LL/JRV Job No: 35372 ENGINEERING ENLARGED PARTIAL FLOOR PLANS HVAC - AREA 3 Scale: 1 /B = M3.3 www.mckinstry.00m gEDENED Cm of n uwlu 0 ►e Fo_�Ce 0 • 11 /�® • I N •■� ■■•■■•II• 111•11•1 u'3s7N■�R�I■■I�! 11®1 1A� ■ �- i� Wit •■ mommi mummommmami mommommumm y I '' NNNNN ■6L� - �� p„rp 66C 2 ri it E-25 ON ROOF 5/FD 40 7 ,, I0 J 40 UP TO 1E 27 1 ✓[S uN rcwr Nh Ii S` _I— DT3 -350 5 /FD DIA6 -9 2X42 .+ EC2 6X14, OPNG. 24X20 'OPENING -FSF III 111111,® ABOVE ICEIUNG 1 I i 1l I 4�N■ m I 10 • ,4 a 16XY4 OPNG (11 r e 8 DOOR UNDERCOt 1 ', BY G.0 , i !,\ S /FO �I 30x24 OPENING ABOVE CEILING pS }_pgp 1 RISER 36X30 OPENING ABOVE; CEIUNG iN I I D13 -5o2 ON ROOF,' 14' '14 J1717,311 TYP.) DG3 -292 YO'HDM N. 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EARLY PHAS 1 II • EN a il 1 ■•• N• ®1 •NI• ®■ete a I•••■■NI �■E`il� I� ® ■■ i - IEC6 ■1 ®NN■■■ ■0 ■■■ ■NN ■Y ■NN■ 11■��•■ NNN•® ®■■ ■ NIN�NN• ■■■■■� N■■■■0 ■■■B■■ 1■■ ■•■■11.11••• EIMEMI IFD rct / MINNMINEINEMINMENIMMIMINE 6 EC1 40X40 UP TO i IH -3 ON R 20x20 EF -31 a do of 40X40 UR TO IH -4 ON ROOF 19 ax4o uP'ro ON/ROOF 1 L -3 1 1 L 1 1 L -3 I 38 %38_ , EC2: ___ .. _ . 19b_ I 11 _ _ DTS -302 � r .:EC2 -'--(3 I I Ill I_ I I ,. ELECT. / IR. ' S/ 1_J SW.,-1091 02 8 %6 5/FD, 0x6' 1 PARTIAL FLOOR PLAN — HVAC — AREA 4 M3.4 14, 20420 � RTU -9 �/ ON ROOF 8x8 UP TO , FF -26 ON ROOF 1 L G6 / 20X20 UP TO EF -32 ON ROOF 20 X20 UP' EF -33ROOF 1 L -3 1 I1 NOTES: O FIRE DAAIPERED OPENING BELOW RAISED FLOOR SEE DETAIL N0. 8 ON 1.15.3. ® TRANSRION DUCT UP AS REQUIRED TO MATCH CONNECTION AT ROOF -TOP EQUIPMENT. 03 MOTORIZED DAMPER NORMALLY CLOSED, OPEN WHEN UNR IS OPERATING. ® DUCKWORK SHALL BE MIN. 26 CAGE PER UBC SECTION 713.10 @ 711.11 IXCEPTION. OS TWO - 36' 36' E TRANSFER DUCTS TO ACCOMMOM TE R SL UN AIR FROM 7HE NOf KEY PLAN 1 - RALF OFFICEAAD SuPPORT 7 © 30' X 24' RETURN AIR OPENING / ? ooY IPR1 MIME= EMEMEMEMMI% / /., / /.M ___ _m.__MIG%r %/ �i ii iii i Registration: Revisions: Weiveg AboveNet Seattle, Washington 10 -6 -00 PERMIT UPDATE 7/17/00 CONSTRUCTION ISSUE 6/14/00 PERMIT SUBMITTAL No. Date 0ewiption Desgn Team: McKinstry Division: ENGINEERING Sheet Title: Dote: 06/14/00 Drawn: DZ /NE Checked: LL /JRV 1 EXPIRES: 03 -15 -01 1 ENLARGED PARTIAL FLOOR PLAN HVAC - AREA 4 Scale: 1/6 = Job No: 35372 instr / e Of Your Bull ing M 3.4 SEATRE 5005 3RD AVENUE S PO BOX 24567 SEATTLE WA 98124 1- 800 -669 -6223 PORTLAND: 5400 NE COLUABtA BLVD PORTLAND, OR 97218 503- 331 -0234 x flECE1E cm oP TV uNW n _n 1 - Lf,;L b.,:, ll ll ll6l EMERGENCY GENERATOR ROOMS — PLAN CB SCALE: 1/8 = 1' -0 MAST EMERGENCY GENERATOR ROOMS —ELEV. SEE DRAWINGS M3.6, M3.7, M3.8. AND M3.9 FOR LOUVER LAYOUT AND DETAILS INT. BY GENERAL ORAL'fOR. SEE cum ._ ovrcs. PoR DEraL 3&.3337313 FISt 03ME6 /1/2 j' - 3 1/Y 10 5 133 ZOIO 1�3vmIStT � HUB IS91943 EMERGENCY GENERATOR ROOMS —SEC. SCALE: 1/8 = rn Project: Registration, Revisions: Design Team: instry e Of Tour Building 5005 3RD AVENUE S Po BOA 9824 SEATTLE, WA 98124 1-800 1 800 669 -6223 PORRAND: 5400 NE COLUMBIA BLVD PORRAND, OR 97218 503 - 331 -0234 AboveN et Seattle, Washington I EXPIRES: 03 -16 -01 I 10 -6 -00 PERMIT UPDATE 9/19/00 UPDATE 7/17/00 CONSTRUCTION ISSUE 6/14/00 PERMIT SUBMITTAL No, hale Descnp4on McKinstry Division: ENGINEERING Sheet Title: EMERGENCY GENERATOR ROOM PLAN /DETAIL — NVAC Date: 06/14/00 Drawn: DZ /NE Checked: LL /JRV Scale: AS INDICATED Job No: 35372 M3.5 www.maunstry.osm RECEIED clry of T • g MO Ir ca III ____ _ ;,. _ _l__ M , . Imo\ la- Ill MDPR P O 01 i S Gr'j r _ \_ `I � I' ; I I' M.„.. O F= - , h - C `° - EF-RPU -121 - - - " L� I1 ( - MI II:' O O `l .3 =PU -111 - - C '3 I E . 411MIM7I•MI Ell 4 11..1=1.411 IIII I � io = S 12 - - --- II' rFFLEO 00 0 Ii5i._ I 1338 f4 I i. I ��'IM • I .333. I 11111,2;MFIEMININIII I c Ci l + l .r+ � 41I7E•�s�11 i � = II� I_mu boo i 7 , 1 _ I 1 _0 ak■IQ� ml ®I II: muF.0 00 0 F F - _ <_ I✓ 1 R J =4,^ 335J4..., « =- Ell fail ill IMUPPLEN O O —� = - o 1 1 , +ff- RPU -01 MN I I I II I b.,:, ll ll ll6l EMERGENCY GENERATOR ROOMS — PLAN CB SCALE: 1/8 = 1' -0 MAST EMERGENCY GENERATOR ROOMS —ELEV. SEE DRAWINGS M3.6, M3.7, M3.8. AND M3.9 FOR LOUVER LAYOUT AND DETAILS INT. BY GENERAL ORAL'fOR. SEE cum ._ ovrcs. PoR DEraL 3&.3337313 FISt 03ME6 /1/2 j' - 3 1/Y 10 5 133 ZOIO 1�3vmIStT � HUB IS91943 EMERGENCY GENERATOR ROOMS —SEC. SCALE: 1/8 = rn Project: Registration, Revisions: Design Team: instry e Of Tour Building 5005 3RD AVENUE S Po BOA 9824 SEATTLE, WA 98124 1-800 1 800 669 -6223 PORRAND: 5400 NE COLUMBIA BLVD PORRAND, OR 97218 503 - 331 -0234 AboveN et Seattle, Washington I EXPIRES: 03 -16 -01 I 10 -6 -00 PERMIT UPDATE 9/19/00 UPDATE 7/17/00 CONSTRUCTION ISSUE 6/14/00 PERMIT SUBMITTAL No, hale Descnp4on McKinstry Division: ENGINEERING Sheet Title: EMERGENCY GENERATOR ROOM PLAN /DETAIL — NVAC Date: 06/14/00 Drawn: DZ /NE Checked: LL /JRV Scale: AS INDICATED Job No: 35372 M3.5 www.maunstry.osm RECEIED clry of T • g MO a ro SOME 11 9.1.E SUMP DETAIL mro s CONCRETE 12' TRENCH 8 BAGKFILL SECTION OPEN GRATE BY G.C. 7- 1810241x10" DEEP CONCRETE SUMP BY D.C. _ _ I1AN DETECTOR f I I - I E ros N. J. SUMP DETAIL OWING WALL EMI 0 ALL OL.P FUEL PIPING LOCATED BF10M OWE C O I T WI IN ' Ab �OVe SECCRORY FUEL mammon' TAD Er IQ,MN.C. rmito I I SIMLL REVEW WIM A . A. CON! PARES PIE WADING PIPE SUPPLER ON THE QSTAL AWIN OF IROERGROUND FUEL OA. - PIPING SYSIBI DUE N TIDE WWTAEIE SOIL EWAWAW N. Seattle , $S ® SEE. STRUC DWIIWG -1 FOR WOC HaD'UOWN •, DEOIIS,'�NW-CACCUUtroxS. 0 Pima lime, PER ANA 031.3 AND MANUFA RAERS R ;RSOl1J11N1N YAMl4. ' ' © "FUELOt TAq( SIAMUUWD POW emir 'Low _6/14/00 PERMIT SUBMITTAL Sheet Title: FUEL', AIL PIPING PLA .AND DETAAS Dote: " 06/14/00 , Job No: 35372: Scale: AS SHOWN !. Drawn DZ /1R'' SEE ARCH. DWG. FUR FUEL OE C/EUW4G BLDG. ----- II 2 " 2 BARIRL STORAGE BY OTHERS fT1P -2A I I -- �-- "- M4.1 'FEE -1B a � I CONCRETE CONTMW SUMPAI1 NSW J ] CONCRETE CONTAN9EM FUEL OIL PIPING PLAN SCALE 1/8" = 1' -0• Tug+ Weis at deeiy. r7•P- i.C2A. 28 Red Jacket Submaebe Turbine TM I Boris of design POT -1 +2 . 1070E5 Mold karbor Saem 1C3P150S1 RR - 1 te 2 Model Numbs . Saws OWE - 6 Type 0 E/6 Plat Calera per minM Head fat 21 98 Odors capacity 30800 Elecbkd OOelaaaeW Length 55' - 9 3/4' W Wits 1 1/2 208 04aneber C^h1m 10 Phase 1 14d06t emP1y IBS. D. moll fiberglass 15.000 Fife 1R1 16.; 42 Ueder.= labmatones. Inc (W_) Standard far Safely 1316. Yes 0 Pros FW • NOTES: ® HAW HONK MOUNTED IN CONTROL PANEL ® PRYCO NAY TANK CONTROL PANEL REMOTE NOUNTED BY ELECTRON. Q 3/8' CONTANNMENT DRAIN. ® 3/8' TANK DRAIN. Or NORMAL VENT UP THRU ROOF. © 3" EMERGENCY VENT UP THRU ROOF. 0 150 GALLON MANUAL DOUSE WALL DAY TANK BY EIECTWCWI. ® LEAK DETECTOR As INOFATOD ON PWi. 0 ETECTPoGW SEAL PROVIDE APPROVED sUBMRTALS, SKe OWLS. INDICARNC VAAK. TAW DO. ETC. TO MECHANICAL CONTRACTOR. 4 ALL CASHED EQUIPMENT PROVIDED RE ODENCWI. 0 1 I NO - -- CidE . I '- CONTAINMENT POE DAY TANK SCHEMATIC NOT To sCNE± OVERFILL PREVENTION SYSTEM NOT TO SCALE TANK GAUGE NOT TO SCALE Q. SEE NOTE 2.51EET 44-1 ® SEE NOTE 3 SHEET U4 -1 Project:'. Design seam: Sheet Title: Above, :Seattle; Washiind } EKPoTES: '65 =16-Oi F .d: I McKinstry Divisiap:... ENGINEERING FUEL OIL DETAILS: & OcIIEL'YJLES 2 DOUBLE POPPET FOOT VALVE WITHOUT HET SCREEN. MID 2' ABOVE TANK BOTTOM LEAK DETECTION NOT TO SCALE IRE WB010EE AIL BOX e Y41 FUEL OL 1RANEFER RAP SCF E WHOLE SYSTEM 0 WNWAY • RISER ACCESS =ER (RP.) W R AY COVER' IRCERGROUND STORAGE TANK SCFi®U_E mw oo [21 YaF' 4 topo CONCRLIE CONTPINNEN7� I, SUMP (BY GEM.) 2' EMERGENCY FILL (LOCATE INSIDE GEM. ROOM) RN FROM ENGINE GEOERATOR TO MY TANK (IP) FOS TO ENGINE GENERATOR FROM DAY TAW( (1YP) LD A O, C. " RADIATOR II I 6 J RPU -I GENERATOR 1 DETAIL (TP. 9 PUCE) T i6E SEE DAY TANK 3/{ 1 -1/2 I -1/2'� SEG-I GENERATOR FEU -2 GENERATOR NOT TO SG1E FOS FOO ISOLATION VALVE DT) 1 RADAT ON A CRITICAL LOW LEVEL ALARM IN THE LEAD STORAGE TANK. THE EGGS WILL SWITCH TO THE LAG STORAGE TANK. J FOS RORER 1x WIER.: CONTROL OF ENGINE GENERATOR FUEL OIL TRANSFER AND AIR SYSTEMS WILL BE THROUGH A STAND ALONE ENGINE GENERATOR CONTROL SYSTEM (EGGS) WITH INTERFACES TO THE PACKAGED FUEL OIL MONITORING AND DETECTION SYSTEM AS WELL AS THE BUILDING AUTOMATON SYSTEM (BAS). THE EGOS WILL CONSIST OF DUAL REDUNDANT CONTROL PANELS AND A MANUAL TANK SELECTOR PANEL THE TANK SELECTOR PANEL WILL INCLUDE INDICATING LIGHTS FOR FUEL PANEL TIE TANK SELECTOR PANEL WILL INCLUDE INDICATING LIGHTS FOR FUEL PUMP STATUS AND LOW STORAGE TANK FUEL LEVEL AS WELL AS A WARNING 0011T (ACTIVE FOLLOWING AN ADJUSTABLE 60 SECOND DELAY) TO INDICATE A DUFiICATION IN SELECTION OF STORAGE TANK RANK NUMBER. ON A PUMP FAILURE, AS SENSED ET MOTOR CURRENT, THE BACKUP FUEL PUMP IN THE SELECTED STORAGE TANK WILL START AND AN ALARM MU BE SENT TO NE EGGS AND B.. IN THE EVENT OF A FUEL OIL LEAN OF A STORAGE TANK (AS SENSED BY THE PACKAGED LEAK DETECTION SYSTEM), THE AFFECTED TANK AND FUEL OIL TRANSFER PUMPS WILL BE DISABLED, THE BACKUP TANK WILL BE SELECTED AS PRIMARY, AND AN ALARM WILL BE SENT TO BOM THE EG S ANO THE RAS. IN THE EVENT OF A FUEL OIL LEAK IN THE PIPING WITHIN THE BUILDING (AS SENSED BY THE PACKAGED LENA DETECTION STS1 EM). AN ALARM WILL BE SENT TO BOTH THE EGGS AND THE 645. SE. GBEIATOR FOS ON AN INTOAL CALL FOR FUEL OIL FROM A DAY TANK. AS INITIATED FROM THE DAY TANK CONTROLLERS, THE PRIMARY FUEL OIL TRANSFER PUMP WILL BE ENERGIZED AND THE SOLENOID VALVE IN EACH ACTIVE DAY TANK'S FUEL OIL SUPPLY ONE WILL OPEN. IF THE FUEL LEVEL IN ANY DAY TANK FALLS TO 62X, THE LEAD FUEL OIL TRANSFER PUMP IN THE SECONDARY STORAGE TANK. WILL ALSO BE ENERGIZED AND AN ALARM WILL BE SENT TO BOTH THE EON AND THE BAS. WHEN EACH. DAY TANK IS FULL, ITS SOLENOID VALVE WILL CLOSE. ONCE ALL DAY TANKS REACH 88% CAPACITY, THE LEAD FUEL PUMP. OF THE SECONDARY TANK WILL DE- ENERGIZE. ONCE ALL DAY TANK SOLENOID VALVES ARE CLOSED. THE PRIMARY FUEL PUMP WILL DE- ENERGIZE 1- 1 /2'. I - f2 RUIN ONAeIYITEN OPERATION: EITHER OR BOTH OF THE TWO UNDERGROUND FUEL OIL STORAGE TANKS MAY BE MANUALLY SELECTED FOR PRIMARY OPERATOR BY THE EGGS. PRIMARY AND BACKUP FUEL OIL TRANSFER PUMPS. WITHIN EACH STORAGE TANK WILL BE AUTOMATICALLY SELECTED BY THE EGGS. ALTERNATION OF PRIMARY AND BACKUP PUMPS WILL BE EVERY 24 HOURS (ADJUSTABLE FROM ETTTO, EGOS PANEL). 2' V UP F i 6 F L 0 A6� RPU -4 GENERATOR ENGINE GENERATOR FUEL OIL SYSTEM 1°$117 DIAGRAM ENGINE GENERATOR FUEL OIL & AIR SYSTEMS SEQUENCE OF OPERATIONS AO 8161 - FOCR (EVEN: O. ROW): Fos 3/4' 3/4' I -I /r,„ ISOLATION VALVE (TT) -F00 MAN FOS MAMA FOS AWN J INS h NWR (TIP. RCVS ONLY) SEG-3 GENERATOR IX ix MAW R F 46 ; H 4 RPU-6 GENERATOR 2 FOGS FOCR -J FOCR RELATOR SUPPLY & REF. Ib Ib A ME JONES OR REX CONTEMNS AT ML RANK CONNECTER LOCATIONS 6 H� - '1 -i �( ASIDE i NnxcRElE 5111P (BT T TYP. DAY TANK NOT TO SCALE PONT OF CONNECTION 46E ,-CONCRETE CONTAINMENT /1/i cot ---RE---- L;11L SUPPLY - FOS -ROT- FUEL Olt. TRKATER'- FOT Tots RPM. OIL CLEANER SUPPLY - FUCK -- TIDE OIL OElt. ROM -F00- FUEL ON ONEREOW. - FOO stuLtim Q ALL NET. OIL PICNIC LOCATED AEIOW GRADE NSTALIFD I I SECOIIOART CONPRAIENTPOET O2 SEE STRIICIURAL ORATING FOR TANK MID DOWN DETAILS AND CN,DIIAiIGNS 0. PPNG DFTAIDED PER ANSI B17J RAN. M suFacr EKA5 0 ALARM 110IR4 MOWNEO RI CONIAOL PANNE- 05 EAANJAL BYPASS' VALVE. .. C) . HET. OL CODER (PACKAGED WITH OBQRATOR) (BY DUKATO) Q I' TOO (PUEE OL SUPPLY): ® I -I/2' DAY TAPE OVERFI FOO Q OWL PAL CLEANER. 0 3/4' FCR (RUBE 01 RERAN). 0 PPE. IF 1O TOP. OF DAY TRW. ® NKWEIC FUEL COMMONER MERE -x MOUFL 3000 0 IEVC ORECTIOII (BY O1HE6). 0 WNTNNIENT PAN. LEAK DETECTION Mr anus). CORTNTMENT PRE: LAMER A11 FOS 'R FOO N GETERATOR ROOMS. SERVER DAY INNS. © 2' NCOAL VENT UP 7FRAl ROOF. © 3" EMERGENCY vErir IP THRU ROOF. ® VALVE ASSEMBLY ON DAY TANKS TO BE PREPPED R THE. WMUFACTURERS. l2 7 Sheet Title: ENGINE GENERATE FUEL OIL SYSTEM PtdD DNGRAM` Date: 06/14/00 Drawn: DZ/IR Checked: LL/JR! Scale: AS SH0116 Job. No: 35372 ;,. � TI Tj KWILA p gggMNf " iriN k � ® _. 1 T1 -1/2. Mgt %r /7r / /. %rra WAWA s%."4974B /OLr / %rfi%Y/ riv Wef; rWiiOTOTZ...02Wiitiii poi % A6rri iii9M.160ZZKOT9 -reW4 .7.6:9227:65 ;9124`2 ✓1 iri oir, rrii 9514 WA'!n.!/� z Vo. iiii rrrs irs. iii rr, of -1 / 2 '- C SNOW DET/d 8 M5.1 OVERALL FLOOR PLAN - CHILLED WATER PIPING SCALE: 1" = (L) ((12 - l2 NOTES:.. 0i HIGH PERFORMANCE BRAY BUTTERFLY VALVE- 0 TERMINATE 1 -1/2" IDW ABOVE FD - 2 SEE M2.0 GRADE PIPING 0 1 /167FT. TERMINATE 1 -1/2 IOW ABOVE FD -2, SEE M2.0 GRADE PIPING 0 1 /16' /FT. Q LEAK SENSOR LOCATED IN PIPE CHASE SHALL BE _ PROVIDED BY TEMPERATURE CONTROL CONTRACTOR 30' ON CENTERS FOR CHILLED MAINS LOCATED IN 00 -L05, 00 -LO6, CORRIDOR 150, CORRIDOR' 149: CORRIDOR 140 & SPRK 151. TEMPERATURE CONTROL CONTRACTOR SHALL PROVIDE SHOP OWG. OF LOCATION & MATERIAL FOR APPROVAL. Sheet Title: OVERALL FLOOR PIi1Pt CHILLED WATER PIPING Date: : 06/14/00 Drawn: DZ' COMPUTER ROOM A/C uNrr I MC-9 I COMPUTER ROOM A/C UNIT COMPUTER Room A/C UNIT 0.-51 COMPUTER ROM A/C UNIT COMPUTER ROOM A/C UNIT I I COMPUTER ROOM URN I ax-2 1 COMPUTER ROOM A/C UNIT COMPUTER ROom A/C UNIT I DIC-7 COMPUTER Room A/C win COMPUTER ROOM A/C UNIT COMPUTER - ROOM We Linn 1 CMC-131 COMPUTER Room A/C UNIT 1= COMPUTER A/ UNIT 1= COA4PUTER ROOM A/C UNIT ICR4C-IS! COMPUTER A/c U 100-NI COMPUTER ROOM A/C URN' I otAc-zil I 00-NI 4- COMPUTER ROOM utur L i 6 " ° —r COMPUTER Room A/C UNIT 00-IT I COMPUTER ROom A/C UNIT I 00-NI COMPUTER Roo. A/C UNIT 00-N COMPUTER ROOM VC UNIT COMPUTER Room A/C UNIT 100-N COMIAJTER ROOM VC UNIT 100-NI COMPUTER Rpom A/C UNIT 100 I COMPUTER ROOM A/C uNrr COMPUTER Room A/C UNIT I 00 -25I COAIPUTER ROOM A/C NE —4 T =. T -Kr ver,-3.1 COMPUTER A/C Miff 1.0.-391 COMPUTER ROOM A/C UNIT COMPUTET ROOM wu UNIT I TI COMPUTER ROOM A/C UNIT COMPUTER ROOM A/C USE — 12 COMPUTER R0011 WC UNIT TR= COMPUTER ROOM WC WIT 100-El T I I COMPUTER ROOM A/c UNIT 1M 4 C-451 le AR SENATOR , n COMPUTER ROOM A/c UNIT COMPUTER ROOM A/C UNIT 1-• [1.- ti I I COMPUTER ROOM A/C UNIT COMPUTER ROOM WC UNIT ii T I I CHILLEI? IAIATE P. 4 I. OIAG NOT TO SCALE COMPUTER ROOM A/C TRAIT lI cac-ss COMPUTER ROOM A/C UNIT -- r I COMPUTER ROOM A/C UNIT CI fl COMPUTER ROOM A/C UNIT CAD_C-Lid COMPUTER ROOM AIC UNIT I=1 COMPUTER ROOM A/C UNIT CILL_C-56j I - I I -II I 00IPUTE11 ROOM COMPATIDI Room A/C (RAT WC UNIT (ARC-52 ( jc), —61 r II j I 0 PRESSURE 1 , F - - -- - e [ u N \ i \ / i l 1 ..... 1 i ° 1 T 1 / / 1 PUIPRONL - • ° I L_i - IF awm repot I I T it r T T I 3 r I T T -- I I - I I 1 - r+r I v I® I I I 1 14* 4 Renslon ArAs5.0. I-I/2 DRAIN CHR 6' CHS- I I tigrar'' I I L 82 1/2' 61L6' ANGLE TRW BY CEN. CONTRACTOR 3/4 PRAM 2-l/2 CW 2-1/2 CHILLED WATER PIPING DETAIL HOT TO SCALE J, NOT TO SCALE CHILLED WATER PIPING I R111-6 I R111-6 J R111-2 SEE FLOOR PLANS FOR PIPE SIZES ALL VALVES ARE FULL SITE OF PPE TRPLE DUTY VALVE FLEXIBLE PIPE CONNECTION AIR COOLED CHILLER NOT TO SCALE CEARA RANGE 0-60 PSI PPE SUE SEE REM RAN CHILLED WATER PUMP DETAIL NOT TO SCALE CORONATION SHUTOFF & EINANCING VALVE M PETE SIMON INFUSER EN PWG MET 70 PPE SIZE 2501 BRONZE SEWER ROICNAL UNION SPICE INMAN CLEAR ACCESS SUPPORT LEG OUSEKEEPING P. BY GEN. CONTRACTOR ve SEAL BASIN DRAIN PIPE TO FLOOR DRAIN ROOF-TOP • UNL6 24X48 GALL VALVE ram HOSE CONNECTION FLO, CONNECTION 2 Y VALVE OF (=wow PROVIDE REDUCER F COL OTINTECTION A SMALLER UNE SZE „,... . L !=. • , , , . r! , ! SUPPLY FAN SECTION 1/4- = ro- ME STRAINER IDAPERATURE wow RA1 PORT CONTROL VALVE BLOW DOWN VALVE wart AR VEAL COMPUTER RM.,CHILLED WATER TWO POSITION CONTROL VALVE DETAIL EAST EXTERIOR ELEVATION SCALE 1 20.-e •, • •! ! !'!!!! ! , , ,Dmr■oro!.,„:,,o,541: !!!' ANGLE " , .." FER SPBORCAllON • / ( - rjau !..., ..RRAN PAR • owei TCP CF WALL EL Di,' =LNG HEIGHT t.GAT FL RAISED FLOOR 4, EL 102 TOP CF EL 100 I mj cu:;1 I H-2 I TCP OF WALL EL 12V-6 .TUATOR WALL SLEEVE IS- ICC -EY LE COLDLY RIG LL555 AG tIANUFACTURERS 11617111A11001 ItiSTRIJCIbONS UNDERFLOOR SMOKE/FIRE DAMPER NOT TO SCALE ALL-9 CAS PRESSURE REGULATOR (CPR) SCHEDULE PLUMBING FIXTURE SCHEDULE RBA NODE- AWATE4 CLOSET WC -1 F!XIURE SEAT: FLUSH VALVE C'ARR. - WATER CLOEERTHNt6i FREW KOf4 ER 'KINGSTON K -4330 CBO000 ' -'S00a WWIE .N Z- 6000- W51- AOA- YB(1.6 GPF) ZUON 1200 SERIFS WC -2 • FIXTURE SEAT: FLUSH VALVE CARRIER NCR. UiO4.03MiBt PEE) KONLER- TONDGSION K -4330 i GENIOCO -:500¢ WRITE ZUN Z 6000 - YAM Am - YB(tb GPI ZUN 1200 SEWS I/OIN/T FDCIURE TO MEET MIA AND LOCAL 1106 11-1 FIXTURE COINER TRESS NFAI{ K- 4989 -T FWS1 VALVE ZUN Z- 6003 - 115-1(1.0 O C99194 - 21N11 1222 SAWS OR STEEL RATE flAO&NG NOTES: INFRA FIXTURE TO MEET AOA AO LOCAL CO ES LAVATORY SEFFilifq COUNTERTOP L -1 MOM FAUCEL ORALt •TRAP: •SUPPJE: NOTES: LAVATORY BB.FFi/RAO COINOHtTOP 4 KOHLER POe lGTON' K- 2196 -4(4' CURERS) CHICAGO 844.669 MEIER. FAUCET(4' CENRRS)2.5 GPM RINI R -7304. PERFORATED STRAINER 1 -1/4 X 1 -1/2. 17 GA. P -111, EASIWN C51120 PROVIOE HOE N LAVATORY FOR SOAP DISPENSER WIPER FFEle L - 2 FIXTURE: FAUCET: DRANt 9.P: SUPPLIES: NOTES BMTWE R 03AFF. FREE) COWER VENNINGTON'. K- 2196 -4(4' EWERS) CHICAGO 844.669 METERING FNILET(4' WOES). GPM FLOW R -7304 PERFORATED STRAINER 1 -1 74 -1 /2" 17 GA P -TRAP EASTWN C5M20 • TRAP AND SUPPLIES SEAL BE INSTALLED PER FEDERAL STATE & LOCAL COLE MOUNT FIXTURE TO MEET AD4 ANO LOCAL CODES PROVIDE MOLE N LAVATORY FOR SOAP DISPENSER Sl-1 FIXTURE: SHOWER VALVE ACCESSORIES N016 N01ES COIMIBROP BAH NW AQUA BATH ACCESSIBLE SERIES MODE 1560368960' x 36-1 /2' X 84') ZU I Z -7601 TEMP GARD PRESSURE BN-ANWIG VALVE ligH LEVER HINDE GRAB BARS AND TRANSFER SEAT DEJA RRYI111HOF CP PERSONAL SHOWER NW HEW 940aR, RUNE VACUUM BREAKER, I/r CP. SUPPLY IDEM ASH 24' AIDE BAR WI SUE BRACKET. 2.5 GPM FLOW MOUNT SHOWER VALVE TAJA'F//T TO SEAT MOUNT TO MEET. AO AND LOCAL CODES 89 WIRE FAUCET CRANt •TRAP: •UPPl1E5: _ NOTE: NOP FErCEPIR7R JUST SL- 17519 -9-02(4 -HOLE) KOHLER K- 15171 -P. 8 -1 /2' MG SPOUT JUST J - 35 came OR SIHANBR W/ DEFINAOIER cawEc0ON 1 -1 /2" X I -1 /r 17 GA. P-TRAP EASTMAN C9120 • TRAP NO SUPPLIES SHALL CO NSTAUOD PER FEDERAL. STATE 8 LOUD. COOS PROVIDE FASTWN AR CAP FITTING FOR DISHWASHER _ 88 -1 FUTURE MT .3 -2424 FAUCET: CNICAGO N0. 897 W/ W0UUR BREAIOR WALL MINTED ELECTRIC WATER COQBi(BAR®t FREE) 8101 FIXTURE FAUCET: NO. RCM ORAN ULSEY TAYLOR HACBFSBL -Q 8.0 UPNO 50 DEGREE WATER 0 90 DEG RAWEST TEMP. I/5 HP. 500 WATTS, 5.4 FLO 115V/1PH MOUNT FIXTURE TO MEET . AND LOCAL CODES PD-I MODEL I ZIAA1 - Z-415 BOOT WITH 5 UTETER TYPE 'B' NB STRAINER. TRAP PRIER PROVIDE TRAP FRIER CONNECTION FUNNEL FLOOR DRAIN FO-11 MODEL ZURN -.ZN -415, r STRABER WIN map LID, COUNT TOP OF UP FLUSH AILS FLOOR TRAP PRER I I PRGWDE TRAP PRIER CUAECTGN HOeE BB FEN FIXTURE IZUN Z -1310 NON - FREEZE INTEGRAL BApOLOW PREVEHIER DOUSE CHECK BAgOiOW REYBRBi CCM, RXIURE )WAXERS 2 950XL SERFS REDUCED CO WO RA W TW TER F1PEi1 FIXTURE IWRAOTEA r 975 E. SERAS PfEER E FEDUCRO VALVE FRY-1 MODEL' IWRJENS r 70 SERE RANGED vim PIES PLUS PIEBBUE fE000N0 VALVE PEN-2 MOREL )ALIENS 1 70 SET96 FANGED Wan PEEPS PLUGS(tOGTED ON BY -PASS UNE) PF8381.fE RECOMNOVALVE PM-0 MODEL !WENS 2 70 SFAS FLANGED WON PEEES PUGS I ESEI E REDUCNgVA.VE FRlyd MODEL WNONS 1 70 SERIES FIANGEO WITH rues PAJ LOOMED ON BY-PASS U WALL C EANOIT LOCO PO ""r'"'. IZ_4) ZAFE -1468 OR CLEAN OUT FCC FIXTURE IZLRN (4) Z -1400 WATER HALTER AREEITER VRN-1 FDOURE IWLKENS 1250 SERFS TRAP PF11461 1P-1 FIXTURE PRECISION NOTES: TRAP NOT PLUMBING PRODUCTS P ROdOOD AT AU, FLOOR S FA AND FLOOR DRAINS TUT ARE SUBJECT 10 RASVTNa USE. SEE DETML 5 /9P42 THE ABOVE DATA S.VL COORDINATION. USE NOT CO USED FOR ELECIPoGL STRUCTURAL OR ARCHITECTURAL APPROVED WNUFACRUER'S T93MRAL DATA ONLY CAS PRESSURE REGULATOR (CPR) SCHEDULE SyR RA Descry. (TemWPrawe) Lkder le (a Equd( Rtting4 (a EW0). Va. (a. Ea.) ITmdatio. Tat' ProSNae Seismic (beside normal hangers) CW Pot. Cold Water (SRF.SQiw) Type l Had Copper Wrought Copper. Solder ratings '.; 2° and under.. Rao seat baU Wye our am 1F vi. soles BuTDUM .,. AORww W '.. Outdoors I' FOUS s. vUh NW.. jaket pro. beat trod. Per 1997 UPC Breda required for 2 CCV w. es0gt .- r1hir If al -.. ' .. sEmc6rs WE Potable Hot Water (12DF.50W( Type l Had Cappv Wrought Capper Solder Fangs r and was Mao neat bdl voles or wd W: Vice series BAtefy Snouts )4 Magi= 2 and adds. 1 Fiberglas OuFoone IR ° ..Flherylms. add ARWWRWm JA✓.ect amide' heat tracing Per 1997 WC - 8racia9 raced far r and up. crap& ;'. Eitl. 12 WI WbWdwe MR Pobbb Hot Wafer Return (12DFS V) Type Iliad Copps Wrought Copper So. Fittings r; and udw- taco swot be. vales : 2RE wd uF Vs sales - Butterfly Rueouts (4: F6aglas r Ord. under. I' Margoe Outdoors or Flb * ¢.. add Alu.un Jacket . provide Per 1997 LFC Braing requ. for r and 'up, eroept witia 12 of structure W Swdwy Waste (<140F,Spd) Cast ton Soi Pb e. No Hub, S.V. No Hub So9 N/Fi ': ': N/R Per 1997 UPC Being except fa r and up. eaoept rR11YN 12 of sbuebse V Switwy.4 Cast tan Soi Pepe. No IOC. S.V. No Flub Sou - N/R ' .SN Pr 1997 UPC '. Bociq. rogeied, far r' rod up; euep< VURA W (Below Credo) SwAwy Wade (<14UESpa) Bd. goods PoPf(reM Monde) (PC) No ARb. ASS 0- 2664 -91b AC - 0-9t Bdoe,9rARC Pafy(Ynyl CNwide) (PSC) No lAb. '. AMR 0- 2665 - 916 or StYrmaASiY - A/R •. ., '. N/A .. Per 1997 UPC - N/R V Q1NNr Quit) '... Sm11 Yerd Babe PTINK P LOAM CNoride) (PVC) N4 Pole ASIN 0-26E6-916 or Prodoe 3e -ARWW ne- St,. (ABS) BM. '9.. P0H('A l Chloride) (PC) No R.R. ASIN. -2665-916 or McyloWAoSO- Butadwr- Stymy (ABS). ASIA 0-91 N/A N/R Per 1997 UPC N/R CAS PRESSURE REGULATOR (CPR) SCHEDULE MAFEW SERVICE FARA KIT X OUTLET MAX. PLOW MTW 0■0 INLET.. 11®8_9 CPO)) COCKORCE PRESSURE '', IIAMi. YOOB. RBAAATB GPR -I RTU -I I -1/4 X I -I/4 5000 2 PSG ' r -11'. W.G ERNIEIFR 1143 - 6 - 182 5 /1C mane& GREEN SPRING : .. GPR -2 RTU -2 3/8° X 3/0° 150.0 2 PSG 7 E.G. OF COIEA 043 -182 : 7/4 ORIFICE. BANTA SPRING GPR -3 Rill -7 3/e' X 3/8 1250 2 PSG :. r -ii W.V. EOAETER 043 -182 I/4' DBFXE &EE4 SPRING GPR-4 RIO-8 3/4 X 3/4' : 2G5.0 - 2.PS1G r -11 ' W.G. E W £IFA 043 -182 oper OFAFILE, OREQ1 SF ERG I... GPR -5. MULL -I 1 -I /4 X 1 -I/4' 819.0 2 PSG r -17- W.G. OF. lER t143 -8 -182 I/O : OFIC.E GREEN, SPRING GPR-A .I.1-2 1 -I/4' X 1-1/4 8190 2 PSG T -11' WG EOAIERR /113$182 ORRCE, GREEN SPRING GPR -7 IN -I 3/8' X 3/r 700 2 PSG r -1r W.G. EOUIEIER 1043 -I2 -2 .: l/4 ORIFICE SEEN SPRING GPR-8 8-1, B-2 8 -3 A B-4 I -I /r SUE 12000 2 PCG 7-1r W.G EAINETER 1 -12 -2 1/r GRWICE. 10 RAIL SEAT :.... - GR✓EDI SPRING GPR-9 RIU-9 3/8' X 3/8' 1350 2 PSG 7 VEG. EOIIXEIER 1043 -12 -2 I/4' ORRICE GREEN SPRING ET -I Et -2 014@O TO 0111 AT SON. SMITOWS 1.6Ef MM'XNT m E121-2 AT WM. NMIORS C(032 LOCATION /SERVKE SwnH SOE rramas CLOSET NORTH SPE JaerONS CLOSET GPH 0 80 DEG. 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