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HomeMy WebLinkAboutPermit M2000-174 - NETSTREAMM2000 -174 Netstream 12101 Tukwila Interna'lBl EXPIRED DEC 13 2001 City of Tukwila Community Development / Public Works • 0300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M2000 -174 Type: B -MECH Category: NRES Permit Center Au arized Signature MECHANICAL PERMIT Address: 12101 TUKWILA INTERNATIONAL BL Location: Parcel #: 092304 -9309 Contractor License No: MCKIN* *372ND (206) 431 -3670 Status,: I'I`_UED Issued: 09/01/2000 Expires: 02/28/2001 TENANT NETSTREAM Phone: 12101 TUKWILA INT'L BL, TUKWILA, WA 98168 OWNER SABEY DAVID A & SANDRA L Phone: 206 281 -8700 101 ELLIOTT AV W #3 SEATTLE WA 98119 CONTACT RICK HUDDLE Phone: 206- 763 -5399 5005 3 AV S, SEATTLE, WA 98134 CONTRACTOR MCKINSTRY COMPANY Phone: 206 762 -3311 5005 3 AV S, PO BOX 24567, SEATTLE WA 98134 , k . k•*kk**k***k*•kkA* : t• kkk k* k*' k* kk k - kkk#.k•M*k**kk•k* - k*•k*A*kkk** - *kkk•kk**kkkk** *kk* Permit Description INSTALL (1) ROOF TOP UNIT A ASSOCIATED DUCTWORK. CONNECT (7) VAV BOXES TO EXISTING AIR HANDLER. UMC Edition: 199 Valuation: Total Permit Fee: 130,000.00 179.1 k*• kk• k****'4 k***&*-*** Ak# kkkkkk *k•+401k *kk4 * **kk0 *kk*kkkk *k*kA•k* * *kkk*tkk Date -00 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governl.ng this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction he per rmance of work. I am authorized to In for and obtain this t 1 1n pe tit. Signature: _,_�_ Y e__ _.. ___ _________________ Date: `� 1)0'0 Print Name : �..,. 1 `' 1 ` _IN _ _ V T5D Title' ',c . `^ e.✓ of ____ _ fi.___ aY_ _YYI_W ___ This permit shall become null and void if the work iz not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 1$0 days from the last inspection. Address: 12101 TUKWILA INTERNATIONAL DL Suite: Tenant: NETSTRFAM Type: 0-MECH Parcel #: 092304 -9309 .* k-A** **k•k * * * ***k *k* * *k•kk•* *1 **********kk k•k* /e *kkk * *•kkk4k *k* * *k*A*k * * *•k* Permit Conditions: 1. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire .performance rating thereof. Plumbing permits shall be obtained through the Seattle- skiing County Department" °:of P u b l i c Health. P l u m b i n g will be inspected by that agency, ;including all gas piping (296 »4722), Electrical %permits, shall be obtained through the Washington. State Division of Labor and Industries' and all ,'electrid81 work w i l l : be inspected` by that agency (248-6630). No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 411 Permits, inspection records, , and approved plans shall ave)lablp the lob site prior' to the start of any con - struct; ion. Thee documents are to be maintained and bve 1 1 - ab7e3unttl <<final inspection Approval is granted. All Construction to be done; in conformance with approved PiOns and requirements of .the 'Uniform :Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 E d i t i o n ) and `Washington Mate (energy Code: (1997 Edition), 7. Validity , of Permit. The issuance of a permit or pprovc 1 w o plitns, specifications, and computations shall not be den =. sU'Ued tO be a permit for, or an .approval of, any violation of 'arty of the p r o v i s i o n s ; or the b u i l d i n g code or of any G = other,`, ordinance of the jurisdiction. No permit presuming toh give, authority to violate or cancel the provisions of this code shall ho valid. Manufacturers: instillation instructions required on site for the b u i l d i n g inspectors review. CITY OF TUK.WILA Permit No: Status: Applied: Issued: • M2000-174 ISSUED 08/08/2000 09/01/2000 ig Project Name/Tenant: Q.� s�d 40 V �.r..... Slgnaturo: i I` Value of Me anical Equipment: ' 1 ?,'D 7 `'tj Site Address : 12i 0 \ •• \6 „ coot., City State/Zi 1.-Y.4 1, e�vc� �c Tax Parcel N mb O Z u et j — 9 3 _so Property Owner: C Phone: ( Phone: ( ) Street Address: }Q. 3 30 r 1 , to 111, 1- (0. e (i.) City State/Zip; S ck '9319 City / State/Zip: Fax #: ( ) 2562__ -- 1 'WY Phone: ( ) `�-�2�-331 Contractor: 'M cLi Street Address: SCOS p.) _ City State/Zip: SqA 9' 1 Fax #: ( ) --71.0.1 -Z.tv-Z4 Contact Person: ` 1 CV-- , trcl`� \� Phone: ( ) - 204, -- 4-U'- S399 k2? 7 (- I Street Address: Q L �� At c S City State/Zip: S . ,, / G �i c�c Fax #: ( ) 20. (4:, 16 2 -- z.(02.4 BUILDING ••A SZT4I!P �.r..... Slgnaturo: i I` Date: % C C:Tdo Print name: (� (CV 1ma Phone: ( ) Fax #: ( ) Address: 54re 61V y City / State/Zip: Mechanical Permit Application 1 1/2/99 meth pennlr.doc CITY OF '' 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. V. ex Date application expires: r- OR STAFF USE ONLY Project Number: Permit Number: 0 0 - I "1 Date application accepted: .00 2, E3 -^O MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done (please b9, specific): te& YOC (,fin * rt ` rtii.0 V V hJ Current ropy of Washington State Department of Labor and Industries Valid Contractor's License. If not available M the time of application, a copy of this license will be required before the permit Is Issued OR submit Form H•4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agents if the applicant is other than the owner, registered arcnitect/engineer, or contractor licensed by the State 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TiiIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND i AM AUTHORIZED TO APPLY FOR THIS PERMIT. Expiration of Plan Review • Applications for which no permit is issued within lap days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 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 orsce, ✓ 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)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H -7 . H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire prevention division for additional comments (Uniform Mechanical Code 1009). Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. 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, Niechan'ical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced, RESIDENTIAL: Two complete sets of attachments required with application submittal 11/2!99 a+tscpaq.tM' !J Suh► nit led Rrquirc�►nr�nls New Sin l� o Tamil Residence Heat loss calculations or Form H -6. Equipment specifications. Chan a -out or re . lacement of exiatin: mechanical e ' ul . ment Narrative of work to be done, lnc� ludlnu modification to duct work, installation of Gas ace 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. * *4 *x41 * * * *A* *A *ti.A* Account (jade 000/045.930 000/322.100 *4 CO 41414 , 41 at aft . 414111/1 b a4 .{ la xt h* *Ah **A*r1.A *%A* * AA *4 *AAr * *Al * ,F�11 * *:I�k *A*AAA�F�V� AA* *4.AA Y OP TUKNILrt, Ira J P AP4 EIr *hA *A *A*4* *AAA * * *A A* *A* �A/4Ak.* *A* �A * 4A,4 *b4h.AkAk *A * * ** I RAPISM-!T Number: R9€100151 Amount: 179.13 0/01/00 13:31 , mynef%, Methods CHECK Notation: I4CKINOTU'/ Inite TLR • I- N .• ,. mt :• w 1t .• IS a I a .r ra. a I• I Deocr i ,t= iom PLAN CHECK • 11OUIfl D MCCHt:1M1 CAL • HONKED AmAr AP1t 35.111 143.30 •/ I I II IN Mt W Y /i W W .I t. NI N a .� N I• Y .: / 1. �I /- Y // W• a: t/ M I v 11 M b F /� • t Y M // tY t 1 M 3 M I. i aI l: I v a. a. a1 •. 'Permit Hos M2000 -174 Type: 11 -MECH MECHANICAL PERMIT Parcel "Nos 032304••9309 to Addrovas 12101 TUKWILA INTERNATIONAL 01. Toted r is 179 179.,13 •Ta1;a1 ALL Plato: 179.13 D l I race: ....00 A A+A*4* *fAAAA*t1+4* *** AA A*+4** A k** A * *4 *A* ** **4 I. • a 44 • e. • t I. :a N r :1 L* /. at :. r! Ia :. c 411 a6 .r * N +t CON,DITiONS PERMIT NO.; 'AO (7 ( MECHANICAL PERMIT APPLICATIONS INSPECTIONS ❑ 00002 Pre - construction ❑ 00050 WSEC Residential O 00060 WA Ventilation/Indoor AQC ❑ 00610 Chimney Installation/AI1 Types ❑ 00700 Framing ❑ 01080 Woodstove 01090 Smoke Detector Shut Off 01100 Rough -in Mechanical 01101 Mechanical Equipment/Controls 01102 Mechanical Pip/Duct Ittsul 01105 Underground Mech Rough -in 01115 Motor inspection 1400 Fire Final 01800 Final Mechanical 04015 Special -Smoke Control System e 0001 No changes to plans unless approved by Bldg Div 0014 Readily accessible access to roof mounted equipment 0016 Exposed insulation backing material 0019 All construction to be done in conformance w /approved plans 0002 Plumbing permits shall be obtained through King Co 0027 Validity of Pcnnit 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...." $aitiopal Condltionst • TENANT NAME: FEES . ;+V e.C.A.W\ Basic Fee (Y/N) Supplemental Fee (Y/N) Plan Check Fee (Y/N) Furnace/Burner to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended /Wall/Floor- mounted 1- leater (qty) Appliance Vent (qty) Heating/Refrig/Cooling 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 /I,7S0,000 BTU (qty) over 501 1P /1,750,000 BTU (qty) Air Handling Unit to 10,000 cllm (qty) over 10,000 cfm (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Hood (qty) Incinerator — Domestic (qty) Incinerator — Comm /Ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter $S) Add'I Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'I Plan Review (hrs) Plan Reviewer: Pennit Tech: k) ammawamadarammeno MIONOWNIIMINIONONII Date: 8-a-oj::) • Project: ` .r ...twit.** . Type o Ins • e , • n: it / Address: Date ca led: :,. Special instructions: Date wanted jj/ ! ��l' � Requester: Phone: Inspector: Receipt No: Date: $47.100 REINSPECTION FE''EQLJIRED. Prior to ins ctIon, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedul : reins • ection. Da t . , .....: . INSPECTION RECORD Retain a ropy 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 r uired prior to approval, P y a /V1 f inspActi CI I izz Add - : 4 1, 0 ate called: (0 # 40 1 Special i ctiotis: Date wanted: I t 40 4 ,ag o Requester: ----,, Phon : INSPECIION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approredl)ocapiplicablo code). INSPECTION RECORD \ - Retain a copy with permit Corrections required prior to approyal, $47.00 REINSPECTION FEE REQUIRED, Prior to inspec on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins•ection. Receipt No; Date: • • Project: i fe se T �f Inspection: Address:: 44. / , / 1 _IC)/ '4 Lit, • 8 Da c alved: r' ., l. Special Instructions: Date wanted: : Request : . Phone: I- 7"' Receipt No: Inspector jij J , ® $47,90 REINSPECTION FLE Or QUIRE). Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins ection. Data: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 54 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. August 17, 2001 Mr. Rick Huddle 5005 3rd Ave. So. Seattle, WA 98134 Dear Mr. Huddle: Department of Community Development Steve Lancaster, Director RS: Permit Status M2000 -174 Site Address: 12101 Tukwila International Blvd. In reviewing our current permit fibs, it appears that your permit for installation of roof -top unit and associated ductwork and connect seven vas/ boxes to air handler at Netstream issued on September 1, 2000. has not received a final inspection as otithe date or this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date ol'such permit, or it' the building or work authorized by such permit is suspended or abandoned at any time alter the work is commenced for a period of 180 days. Based on the above, ifn final inspection is not called for within ten ( 10) business days from the date of this letter. the Permit Center will close your file and the work completed to date will be considered noncomplying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431-3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter, Sincerely, G z r G U f'i,' (i Kathryn A. Stetson Permit Technician Xc: .1)crrnit. Nu Nex. ,1143000-174 Duane Griffin, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 PACS CONSULTING 5005 3RD. AVENUE SEATTLE, WA FULL COMMERCIAL HVAC LOADS PROGRAM BUILDING MASTER DATA DESIGN OUTDOOR MONTH DRY BULB JANUARY MARCH JULY WINTER 85 85 85 17 ROOF ASHRAE ROOF ROOF SUSP TYPE ROOF #I U -FAC COLOR CLG. 1. 5 0.038 DARK YES PART PART COOL TYPE U -FAC T -D 1. 0.053 17 GROUP SOUTH 98134 AND DESIGN OUTDOOR WET BULB HEAT T -D 40 WALL ASHRAE WALL WALL TYPE GROUP U -FAC COLOR 1. 0 0.140 DARK GLASS SUMMER WINTER GLASS NO. U-FAC. U -FAC. SHD.COEF 1. 0.500 0.500 0.450 2. 0.500 0.500 0.450 GENERAL PROJECT INFORMATION: 67 67 67 0 PARAMETERS: INDOOR INDOOR REL. HUM DRY BULB 50% 50% 50% 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 DOSS COEFFICIENT; NUMBER OF UNIQUE ZONES IN THIS PROJECT: PROJECT: ‘stream Of£.T v. CLIENT: h3CI(INSTRY - COMPANY DATE: 07/19/00 DESIGNER: CL INTERIOR SHD.COEF 72 72 72 70 C :OFFREVOI Tukwila 29.817 IN.HG 96 FEET 47 DEGREES 22 DEG.F 1.00 20 PERCENT 7 AM 6 PM 0,81 BTUH/FT-F 11 GRAINS IN /OUTDOOR DIFF. CORRECTION 11.95 11.95 11.95 0.00 AUG 8 2000 PERMIT CENTER - -5 -5 FILE COPY 'tderstanct that the Plan Chuck approvals are ....t Iro rlrrnrt and omissions and approval or RECEIVED CITY OF TUKWILA ROOM GLASS GLASS CONST WIDTH HEIGHT NO 0.000 LIGHT 1.00 5.20 NO 0.000 LIGHT 1.00 7.75 M zoos- Icy * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstream Off. Rev. 07/19/00 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: INTERNAL OPERATING LOAD PROFILES (0100): BOTH HEATING 1.20 WATTS 3.00 WATTS 250 BTUHS 205 BTUHS 1 PERSON 10% 5% 20% 100% 1 1 1 9.00 FEET 13.00 FEET AND COOLING LOADS PER SQUARE FOOT PER SQUARE FOOT PER PERSON PER PERSON PER 140 SQ.FT REF HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR NO. 1 2 3 4 5 6 7 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 . 0 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 ALL DESIGN DATA TAKEN FROM THE 1989 ASHRAE HANDBOOK OF FUNDAMENTALS * ** FULL COMMERCIAL HVAC LOADS PACE CONSULTING GROUP Netstream Off. Rev. * * * * * * * * * * * * * * * * * * * * * * * * ** 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: 0 MISC. BTUH GAIN - RETURN SIDE: 0 COMBINED FAN,MOTOR EFFICIENCY ( %): 60 STATIC PRESS. ACROSS FAN (IN.WG): 3.000 SUMMER SUPPLY DUCT TEMP. RISE ( DEG.F): 0.000 SUMMER RETURN DUCT TEMP. RISE ( DEG.F): 0.000 WINTER SUPPLY DUCT TEMP. DROP ( DEG.F): 0.000 WINTER RETURN DUCT TEMP, DROP (DEG.F): 0.000 CHILLED WATER TEMP.DIFFERENCE (DEG.F): 0.000 HOT WATER TEMP.DIFFERENCE (DEG.F): 0.000 COOLING VENTILATION METHOD: 2 COOLING VENTILATION VALUE: 20.000 CFM PER PERSON COOLING INFILTRATION METHOD: 0 COOLING INFILTRATION VALUE: 0.000 HEATING VENTILATION METHOD: 2 HEATING VENTILATION VALUE: 20.000 CFM PER PERSON 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 DD TEMP ( DEG.F): DESIGN OUTDOOR OUTDOOR INDOOR MONTH DRY BULB WET BULB REL.HUM JANUARY MARCH JULY WINTER 85 85 85 17 67 67 67 0 PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 07/19/00 PAGE 3 HANDLER INPUT DATA * * ** * * * * * * * * * * * * * * * * * * * * ** 50% 50% 50% 50% Netstream Office AC unit VARIABLE AIR VOLUME SUM PEAK ZONE CFMS DRAW -THRU BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 1 1 1 NO 95 55 0 1 1.500 AIR CHANGES PER HOUR NO NO NO 0 0 0 INDOOR GRAINS IN /OUTDOOR DRY BULB DIFF, CORRECTION 72 72 72 70 11.95 11.95 11.95 0.00 - 5 - 5 -5 * ** FULL COMMERCIAL HVAC LOADS PROGRAM SY ELITE PACE CONSULTING GROUP Netstres:n Off. Rev. 07/19/00 * * * * * * * * * * * * * * * * * * * * * ** RETURN AIR PLENUM INPUT RETURN AIR PLENUM if 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 DIF' (DEG. F): WINTER PLENUM -ZONE TEMP DIFF (DEG.F): ROOF 1 . WALL 1 . 2 . 3 . TYPE 1 TYPE 1 1 1 ASHRAE 0 U- FACTOR 5 0.038 ASHRAE -G U- FACTOR 0.140 0.140 0.140 COLOR DARK COLOR DARK DARK DARK LENGTH 2411.00 HEIGHT 4.00 4.00 4.00 1 YES 70 0.000 SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 PAGE 4 DATA * * * * * * * * * * * * * * * * * * * * * ** 0 0 0 WIDTH 1.00 WIDTH 63.00 60.00 30.00 ROOF -AREA 2411.0 WALL -AREA 252.0 240.0 120.0 SUSP.CEIL YES DIRECTION W - 270 N - 0 E - 90 * ** FULL COMMERCIAL HVAC LOADS PROGRAM SY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstream Off. Rev. 07/19/00 PAGE 5 * * * * * * * * ** AIR SYSTEM # 1 ( Netstream Office AC unit) 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 W Per. Offices 612 18,594 30,562 2,583 691 1,836 5 PM JULY 240 240 0 1.13 3.00 2 NW Corner office 116 5,032 6,172 215 187 371 5 PM JULY 20 20 0 1.61 3.20 3 N Per office 120 3,840 3,154 215 143 189 3 PM JULY 20 20 0 1.19 1.58 4 N office 135 3,931 3,285 215 146 197 3 PM JULY 20 20 0 1.08 1.46 5 N Per office 138 4,000 3,329 215 149 200 3 PM JULY 20 20 0 1.08 1.45 6 Conf Room 213 8,666 10,846 3,444 322 652 10 AM JULY 320 320 0 1.51 3.06 7 Kitchen/Break room 177 5,887 7,433 861 219 447 10 AM JULY 80 80 0 1.24 2.53 8 Reception 231 3,559 3,601 215 132 216 6 PM JULY 20 20 0 0.57 0.94 9 Reception Perimeto 59 996 3,105 431 37 187 10 AM JULY 40 40 0 0.63 3.17 10 Copy - Fax room 68 0 1,849 105 0 111 6 PM JULY 10 10 0 0.00 1.63 11 Open office intori 506 0 9,213 1,507 0 553 6 PM JULY 140 140 0 0.00 1.09 1 PLENUM 0 11,276 12,251 0 0 0 5 PM JULY 0 0 0 0.00 0.00 ZONE PEAK TOTALS 2,375 65,781 94,800 10,006 2,026 4,959 TOTAL ZONES: 12 930 930 0 0.85 2.09 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstream Off. Rev. 07/19/00 PAGE 6 * * * * * ** AIR SYSTEM # 1 (Netstream Office AC unit) TOTAL LOAD SUMMARY * * * * * ** AIR HANDLER DESC: Netstream Office AC unit WITH VAV TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 3.67 HP. FAN INPUT: 60% COMBINED FAN AND MOTOR EFF, WITH 3.00 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 0.90 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 5 PM IN JULY OUTDOOR CONDITIONS: 83 DB, 67 WB, 73.73 GRAINS INSIDE: 72 DB, 50% 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: ZONE SPACE SEN.GAIN: INFILTRATION SEN.GAIN: DRAW -THRU FAN SEN.GAIN: SUPPLY DUCT SEN.GAIN: TOTAL SEN.GAIN ON SUPPLY 27,672 STUH 26,833 STUH ( 53,049 STUN 0 STUN 0 STUH 11,276 STUH • SUPPLY AIR: 54,505 / (0.997 X 1.08 X 25) eN WINTER VENT OUTSIDE AIR (45.9% OF SUPPLY): 77,764 STUH 0 STUN 9,295 STUH 0 BTUH SIDE OF COIL: SUPPLY AIR: 87,059 / (0.997 X 1.10 X 17) si SUMMER VENT OUTSIDE AIR (19.9% OF SUPPLY): RETURN DUCT SEN.GAIN: 0 RETURN PLENUM SEN.GAIN: 12,251 OUTSIDE AIR SEN.GAIN: 11,214 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: 10,006 INFILTRATION LAT.GAIN: 0 OUTSIDE AIR LAT.GAIN: 9,561 TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: STUN STUN STUN BTUH ( ( ( BTUH STUN ( STUN ( 392 CFM) 930 CFM) 2,026 CFM) 930 CFM) 0 CFM) ( 4,672 CFM) ( 930 CFM) ( 930 CFM) 0 CFM) 930 CFM) 118,830 BM 87,059 STUH 23,465 STUH 110,524 STUH 19,567 STUH 130,091 BTUH 10.84 TONS I t !t W * ** FULL COMMERCIAL HVAC LOADS PROGRAM SY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstream Off. Rev. 07/19/00 PAGE 7 * * * * ** AIR SYSTEM # 1 (Netstream Office AC unit) SENSIBLE LOAD PROFILE * * * ** * HOUR 1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM 11 AM 12 PM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM 12 AM MONTHLY AND HOURLY SYSTEM # 1 ZONE JANUARY MARCH JULY ZONE.SEN ZONE.SEN ZONE.SEN 47643 50459 52561 53887 54890 55435 57490 60037 62916 64879 65575 64300 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51840 53226 55734 57304 58536 60266 60061 61903 60819 62748 61128 63097 63559 65606 67090 69262 71167 73455 74114 76461 75367 77764 73647 76063 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SENSIBLE LOAD PROFILE NOT USED NOT USED NOT USED * ZONE.SEN ZONE.SEN ZONE.SEN * * ** FULL COMMERCIAL HVAC LOADS PROGRAM SY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstresm Off. Rev. * * * ** AIR SYSTEM # 1 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 930 CFM BLOW -THRU FAN ENTERING COIL CONDITION PR m (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: 76.58 WET BULB TEMPERATURE: 62.37 RELATIVE HUMIDITY( %): 45.07 ENTHALPY: 28.01 BTU /LBM LEAVING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: 55.00 WET BULB TEMPERATURE: 52.64 RELATIVE HUMIDITY('): 85.96 ENTHALPY: 21.79 BTU /LBM 07/19/00 PAGE 8 (Netstream Office AC unit) PSYCHROMETRIC ANALYSIS * * * ** 55.403 10,006 3.161 10,006 58.564 9,561 3.019 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: TSH - 0.997 X 1.10 X 4,672 X ( 76.582 - 55.000 ) TLH m 0.997 X 0.68 X 4,672 X ( 61.583 - 55.403 ) 4,672 X ( 28.015 - 21.792 ) m SENSIBLE TEMP CFM 55.000 9,295 1.815 0 0.000 0 0.000 77,764 15.185 87,059 72.000 0 0.000 12,251 2.392 0 0.000 11,214 2.190 0 0.000 19,567 61.583 110,524 76.582 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) lit 499 0 0 4,173 4,672 4,672 110,523 BTUH 19,565 BTUH 130,088 BTUH 130,359 BTUH 130,091 BTUH ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 40.50 LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 95.00 W** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE PACE CONSULTING GROUP Netstreem Off. Rev. 07/19/00 * * * * * * * * * * ** TOTAL BUILDING OUTSIDE AIR AND LOAD PROFILE THIS SUMMARY ACCOUNTS FOR ALL ACTIVE ZONES IN THE PROJECT OUTSIDE AIR QUANTITY (CFM) SUMMER VENT AIR sf 930 SUMMER INFL AIR 0 PRE - COOLED AIR 0 TOTAL SUMMER si 11,214 WINTER VENT AIR is WINTER INFL AIR PRE- HEATED AIR I* TOTAL WINTER 79,882 * * HOUR 1 AM 0 2 AM 0 3 AM 0 4 AM 0 5 AM 0 6 AM 0 7 AM 47643 8 AM 50459 9 AM 52561 10 AM 53887 11 AM 54890 12 PM 55435 1 PM 57490 2 PM 60037 3 PM 62916 4 PM 64879 5 PM 65575 6 PM 64300 7 PM 0 8 PM 0 9 PM 0 10 PM 0 11 PM 0 12 AM 0 930 392 0 % OF 4672 19.906% 0.000% 0.000% 19.906% 8.390% 0.000% SENSIBLE BTUH 11,214 0 0 53,049 26, 833 0 MONTHLY AND HOURLY BUILDING SENSIBLE LOAD PROFILE JANUARY MARCH JULY NOT USED NOT USED NOT USED * ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN 0 0 0 0 0 0 51840 55734 58536 60061 60819 61128 63559 67090 71167 74114 75367 73647 0 0 0 0 0 0 0 0 0 0 0 0 53226 57304 60266 61903 62748 63097 65606 69262 73455 76461 77764 76063 0 0 0 0 0 DEVELOPMENT INC * ** SEATTLE, WA 98134 PAGE •9 SUMMARY * * * * * * * * * ** LATENT BTUH 9,560 0 0 9,560 * ** FULL COMMERCIAL HVAC PACE CONSULTING GROUP Netstream Off. Rev. * * * * * * * * * * * * * * * * * * * * * * ** ENVELOPE REPORT USING SUMMER U- FACTORS: MATERIAL GROSS TYPES AREA ROOF 1 2411.0 WALL 1 1989.0 GLASS 1 650.0 2 23.0 TOT.GLAS 673.0 TOTALS WALL DIRECTION N NE E SE s SW W NW WALL AREA 780.0 0.0 390.0 0.0 0.0 0.0 819.0 0.0 LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 07/19/00 PAGE 10 * BUILDING ENVELOPE REPORT * * * * * * * * * * * * * * * * * * * * * * * ** GLASS NET -U- AREA AREA FACTOR 0.0 2411.0 0.038 673.0 1316.0 N/A N/A N/A 257.0 0.0 156.0 0.0 0.0 0.0 260.0 0.0 650.0 23.0 673.0 4400.0 523.0 0.0 234.0 0.0 0.0 0.0 559.0 0.0 AREA x UFACTOR 91.618 0.140 184.240 0.500 0.500 N/A 325.000 11.500 336.500 N/A 612.358 GLASS WALL NET W.AVG GLASS AVG GLASS AVG AREA AREA U -FAC U- FACTOR SHD.COEFF 0.140 0.000 0.140 0.000 0.000 0.000 0.140 0.000 0.500 0.000 0.500 0.000 0.000 0.000 0.500 0.000 AVERAGE UFACTOR 0.038 0.140 0.500 0.500 0.500 0.139 0.450 0.000 0.450 0.000 0.000 0.000 0.450 0.000 TOTALS 1989.0 673.0 1316.0 0.140 0.500 0.450 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstream Off. Rev. 07/19/00 PAGE 11 * * * * * * * * * * * * * * * * * * * * * * ** TOTAL BUILDING LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * ** BUILDING PEAKS IN JULY AT 5 PM BLDG. LOAD AREA DESCRIPTIONS QUAN ROOF WALL GLASS SKIN LOADS 4,400 38,949 32.78 LIGHTING EQUIPMENT PEOPLE PARTITION VENT 930 INFL 392 DRAW -THRU FAN BLOW -THRU FAN SUPPLY DUCT RETURN DUCT BUILDING TOTALS 118,831 100.00 19,566 BUILDING SUMMARY LOAD DESCRIPTIONS VENTILATION INFILTRATION ZONE LOADS PLENUM LOADS FAN & DUCT LOADS 2,411 1,316 673 2,850 6, 682 46 0 930 0 SEN. %TOT LAT. LOSS LOSS GAIN 5,827 4.90 11,717 9.86 21,405 18.01 0 0.00 0 0.00 0 0.00 0 0.00 53,049 44.64 26,833 22.58 0 0.00 0 0.00 0 0.00 0 0.00 SEN. %TOT LAT. * SEN. LOSS LOSS GAIN GAIN 53,049 44.64 26,833 22.58 27,673 23.29 11,276 9.49 0 0.00 TOTAL CONDITIONED AIR SPACE: SUPPLY AIR CFM / SQ.FT. OF CONDITIONED SPACE: SQ.FT OF CONDITIONED AIR SPACE PER TON: TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE: TOTAL HEATING REQUIRED WITH OUTSIDE AIR: TOTAI. TONNAGE REQUIRED WITH OUTSIDE AIR. 0 0 10,006 0 9,560 0 0 0 0 0 9,560 0 10,006 0 0 BUILDING TOTALS 118,831 100.00 19,566 TOTAL BUILDING SUPPLY AIR (BASED ON A 17 TO): TOTAL BUILDING VENT AIR (19.90% OF SUPPLY): + SEN. TOTAL %TOT GAIN GAIN GAIN 0 5,240 0 8,294 0 27,947 5,240 4.03 8,294 6,38 27,947 21.48 0 41,481 41,481 31.88 10, 692 25,065 12,783 0 11,214 0 9,295 0 0 0 110,530 11,214 0 77,770 12,251 9,295 110,530 4,672 CFM 930 CFM 2,375 1.9672 219.0690 0.0046 118,83 MESH 10,84 TONS 10,692 8.22 25,065 19.27 22,789 17.52 0 0.00 20,774 15.97 0 0.00 9,295 7.14 0 0.00 0 0.00 0 0.00 130,096 100.00 f TOTAL %TOT GAIN GAIN 20,774 15.97 0 0.00 87,776 67.47 12,251 9.42 9,295 7.14 130,096 100.00 SQ.FT CFM / SQ.FT SQ.FT /TAN TONS / SQ.FT PACE CONSULTING GROUP 5005 3RD. AVENUE SOUTH SEATTLE, WA 98134 FULL COMMERCIAL HVAC LOADS PROGRAM BUILDING MASTER DATA AND DESIGN PARAMETERS: DESIGN OUTDOOR MONTH DRY BULB WET BULB REL.HUt4 DRY BULB JANUARY MARCH JULY WINTER 85 85 85 17 ROOF ASHRAE ROOF ROOF SUSP TYPE ROOF M U -FAC COLOR CLG. 1. 5 0.038 DARK YES PART PART COOL TYPE U -FAC T -D 1. 0.053 17 WALL ASHRAE WALL WALL TYPE GROUP U -FAC COLOR 1. G 0.140 DARK GLASS SUMMER WINTER GLASS NO. U -FAC. U -FAC. SHD.COEF 1. 0.500 0.500 0.450 2, 0,500 0.500 0.450 GENERAL PROJECT INFORMATION: OUTDOOR INDOOR INDOOR HEAT T -D 40 67 67 67 0 50% 50% 50% 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; PROJECT: CLIENT: DATE: DESIGNER: NTERIOR SHD.COEF 72 72 72 70 C:NETSTREA Tukwila, WA 29.817 IN.HG 96 FEET 47 DEGREES 22 DEG.F 1.00 20 PERCENT 1 AM 12 AM 0.81 BTUH /FT -F 6 �JIE3iL Netst:ream T.I. MCt NSTRY -COMP JX 7/20/00 CL GRAINS IN /OUTDOOR DIFF. CORRECTION 11.95 11.95 11.95 0.00 - - - FILE COPY 1 un(JR?rstfnd that the P1nn ,7p jrr, ! „ �� t. thivlo trot'!rOESend 01f1111fo t 4 , Itt ,��,�)rr,� Orri Sleo AUG ., ca 2000 Amor OoNren ROOM GLASS GLASS CONST WIDTH HEIGHT NO 0.000 LIGHT 1.00 5.20 NO 0.000 LIGHT 1.00 7,75 Mww- i- * ** FULL COMMERCIAL HVAC LOADS PROGRAM SY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstream T.I. 7/20/00 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: INTERNAL OPERATING LOAD PROFILES (0100): BOTH HEATING 0.85 WATTS 65.00 WATTS 250 BTUHS 205 BTUHS 1 PERSON 10% 5% 20% 100% 1 1 1 13.00 FEET 13.00 FEET AND COOLING LOADS PER SQUARE FOOT PER SQUARE FOOT PER PERSON PER PERSON PER 500 SQ.FT REF HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 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 ALL DESIGN DATA TAKEN FROM THE 1989 ASHRAE HANDBOOK OF FUNDAMENTALS * ** FULL COMMERCIAL HVAC LOADS PACE CONSULTING GROUP Netstream T.I. * * * * * * * * * * * * * * * * * * * * * * * * ** 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): RELATIVE HUMIDITY (4): COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTU 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% 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 MARCH JULY WINTER 85 85 85 17 67 67 67 0 PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 7/20/00 PAGE 3 HANDLER INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** 50% 50% 50% 50% Netstream phasel CONSTANT VOLUME PROPORTION SUPPLY CFM DRAW -THRU BOTH HEATING AND COOLING LOADS ADJUST COIL 1 1 1 1 NO 95 95 0 0 0 60 2.500 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 1 1.500 AIR CHANGES PER HOUR NO NO NO 0 0 0 INDOOR GRAINS IN/OUTDOOR DRY BULB DIFF. CORRECTION 72 72 72 70 11.95 11.95 11.95 0.00 -5 - 5 -5 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP. SEATTLE, WA 98134 Netstream T.I. 7/20/00 PAGE 4 * * * * * * * * * * * * ** AIR SYSTEM # 1 (Netstream phasel) ZONE SUMMARY * * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CF'M NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. am/SF. 1 N Battery room 5 PM JULY 2 Ph 1 equip 4 PM JULY 3 Rectifier area 6 PM JULY 4 SE equipl 4 PM JULY 5 Ph 2 equip 5 PM JULY 6 Ph 3 equip 5 PM JULY 585 17,660 14 9, 901 23 23 1643 54,130 419,771 66 66 572 14,114 23 770 24,761 31 142,843 23 196,848 31 2642 76,014 664,307 106 106 2149 64,200 541,079 86 86 252 656 8,163 0 1.12 13.95 708 2,012 22,859 0 1.22 13.91 247 525 7,778 0 0.92 13.60 332 920 10,719 0 1.19 13.92 1,137 2,825 36,175 0 1.07 13.69 925 2,386 29,464 0 1.11 13.71 ZONE PEAK TOTALS 8,361 250,879 2,114,749 3,601 9,324 115,158 TOTAL ZONES: 6 335 335 0 1.12 13.77 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstream T.T. 7/20/00 PAGE 5 * * * * * * * * * ** AIR SYSTEM # 1 (Netstream phasel) TOTAL LOAD SUMMARY * * * * * * * * * ** AIR HANDLER DESC: Netstream phasel WITH CV (PROPORTION) TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 75.46 HP. FAN INPUT: 60% COMBINED FAN AND MOTOR EFF. WITH 2.50 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 JULY OUTDOOR CONDITIONS: 83 DB, 67 WS, 73.73 GRAINS INSIDE: 72 DB, 50% 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: 64,899 BTUH 185,980 STUB 19,109 BTUH 0 STUN 0 BTUH 2,717 CFM) 335 CFM) SUPPLY A/R:250,879 / (0.997 X 1.08 X 25) ( 9,324 CFM) WINTER VENT OUTSIDE AIR (3.59% OF SUPPLY): ( 335 CFM) ZONE SPACE SEN.GAIN: 2,114,457 BTUH INFILTRATION SEN.GAIN: 0 STUN ( 0 CE'M) DRAW -THRU FAN SEN.GAIN: 190,930 BTUH SUPPLY DUCT SEN.GAIN: 0 STUN TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY: 2,305,387 / (0.997 X 1.10 X 18) st ( 115,158 CFM) SUMMER VENT OUTSIDE AIR (0.29% OF SUPPLY): ( 335 CFM) RETURN DUCT SEN.GAIN: 0 STUN RETURN PLENUM SEN.GAIN: 0 BTUH OUTSIDE AIR SEN.GAIN: 4,039 BTUH ( 335 CFM) BLOW -THRU FAN SEN.GAIN: 0 STUN TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: 2,309,426 BTUH ZONE SPACE LAT.GAIN: 3,601 BTUH INFILTRATION LAT.GAIN: 0 BTUH ( 0 CFM) OUTSIDE AIR LAT.GAIN: 3,443 BTUH ( 335 CFM) TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 269,988 STUN 2,305,387 STUN 4,039 BTUH 7,044 BTUH 2,316,470 BTUH 193.04 TONS * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstream T.I. 7/20/00 PAGE 6 ' * * * * * * * ** AIR SYSTEM # 1 (Netstream phasel) SENSIBLE LOAD PROFILE * * * * * * * ** * HOUR 1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM 11 AM 12 PM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM 12 AM MONTHLY AND HOURLY SYSTEM # 1 ZONE SENSIBLE LOAD PROFILE JANUARY ZONE.SEN 2064055 2060986 2058653 2056814 2055017 2058629 2065523 2072417 2077499 2082263 2085266 2086714 2089810 2094405 2098318 2100212 2100541 2097593 2091234 2084000 2078564 2074411 2070441 2066797 MARCH JULY NOT USED NOT USED NOT USED * ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN * 2072444 2069362 2067026 2065174 2063377 2067176 2074246 2081281 2086431 2091203 2094149 2095528 2098579 2103132 2107015 2108870 2109167 2106197 2099771 2092498 2067033 2082851 2078856 2075199 2077635 2074547 2072208 2070350 2068553 2072399 2079500 2086557 2091719 2096500 2099450 2100827 2103880 2108427 2112310 2114158 2114457 2111487 2105031 2097733 2092253 2088062 2084061 2080396 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstream T.I. 7/20/00 PAGE 7 * * * * * * * ** AIR SYSTEM # 1 (Netstream phasel) 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 335 CFM BLOW -THRU FAN LATENT GRAINS SENSIBLE TEMP CFM 58.511 53.737 190,930 1.513 0 0.000 0 0.000 3,601 0.046 2,114,457 16.750 3,601 58.557 2,305,387 72.000 0 0.000 0 0.000 0 0.000 3,443 0.044 4,039 0.032 0 0.000 PR - (BAROMETRIC PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) TSH - PR X 1.10 X CFM X (DB.ENTERING - DB.LEAVING) TLH - PR X 0.68 X CFM X (GRAINS.ENTERING - GRAINS.LEAVING) GTH - PR X 4.50 X CE'M X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: 9,537 0 0 105, 621 115,158 ENTERING COIL CONDITION 7,044 58.601 2,309,426 72.032 115,158 TSH n 0.997 X 1.10 X 115,158 X ( 72.032 - 53.737 ) - 2,309,427 BTUH TLH - 0.997 X 0.68 X 115,158 X ( 58.601 - 58.511 ) - 7,046 BTUH SUM - GTH - 0.997 X 4.50 X TOTAL SYSTEM LOAD ENTERING COOLING COIL CONDITIONS: ENTERING HEATING COIL CONDITIONS; DRY BULB TEMPERATURE: 72.03 WET BULB TEMPERATURE: 60.09 RELATIVE HUMIDITY( %): 49.99 ENTHALPY: 26.44 BTU /L8M LEAVING COOLING COIL CONDITIONS: LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 53.74 WET BULB TEMPERATURE; 52.93 RELATIVE HUMIDITY( %): 95.00 ENTHALPY: 21.97 BTU/LBM 2,316,472 BTUH 115,158 X ( 26.439 - 21.967 ) - 2,309,781 BTUH - 2,316,470 BTUH DRY BULB TEMPERATURE: 68 .10 DRY BULB TEMPERATURE: 95.00 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY PACE CONSULTING GROUP Netstream T.I. 7/20/00 * * * * * * * * * * ** TOTAL BUILDING OUTSIDE AIR AN THIS SUMMARY ACCOUNTS FOR ALL ACTIVE ZONES IN THE PROJECT OUTSIDE AIR QUANTITY (CFM) % OF 115158 SUMMER VENT AIR = SUMMER INFL AIR PRE- COOLED AIR TOTAL SUMMER WINTER VENT AIR = WINTER INFL AIR PRE - HEATED AIR TOTAL WINTER 335 0 0 335 2,717 0 MONTHLY AND HOURLY BUILDING SENSIBLE LOAD PROFILE JANUARY MARCH JULY NOT USED NOT USED NOT USED * ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN * * * HOUR 1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM 11 AM 12 PM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM 12 AM 2064055 2060986 2058653 2056814 2055017 2058629 2065523 2072417 2077499 2082263 2085266 2086714 2089810 2094405 2098318 2100212 2100541 2097593 2091234 2084000 2078564 2074411 2070441 2066797 2072444 2069362 2067026 2065174 2063377 2067176 2074246 2081281 2086431 2091203 2094149 2095528 2098579 2103132 2107015 2108870 2109167 2106197 2099771 2092498 2087033 2082851 2078856 2075199 0.291% 0.000% 0.000% 0.291% 2.359% 0.000% 2077635 2074547 2072208 2070350 20685°,3 2072399 2079500 2086557 2091719 2096500 2099450 2100827 2103880 2108427 2112310 2114158 2114457 2111487 2105031 2097733 2092253 2088062 2084061 2080396 ELITE SOFTWARE D LOAD PROFILE SENSIBLE BTUH 4,039 19,109 185,980 0 205, 089 DEVELOPMENT INC * ** SEATTLE, WA 98134 PAGE 8 SUMMARY * * * * * * * * * ** 4,039 0 0 LATENT BTUH 3,444 0 0 3,444 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 Netstream T.I. 7/20/00 PAGE 9 * * * * * * * * * * * * * * * * * * * * * * * ** BUILDING ENVELOPE REPORT * * * * * * * * * * * * ** * * * * * * * * * ** ENVELOPE REPORT USING SUMMER U- FACTORS: MATERIAL GROSS GLASS NET -U- AREA x AVERAGE TYPES AREA AREA AREA FACTOR UFACTOR UFACTOR ROOF 1 8361.0 0.0 8361.0 0.038 317.718 0.038 WALL 1 4901.0 46.0 4855.0 0.140 679.700 0.140 GLASS 2 46.0 N/A 46.0 0.500 23.000 0.500 TOTALS 13262.0 N/A 1020.418 0.077 WALL WALL GLASS WALL NET W.AVG GLASS AVG GLASS AVG DIRECTION AREA AREA AREA U -FAC U- FACTOR SHD.COEFF N 429.0 23.0 406.0 0.140 0.500 0.450 NE 0.0 0.0 0.0 0.000 0.000 0.000 E 2184.0 23.0 2161.0 0.140 0.500 0.450 SE 0.0 0.0 0.0 0.000 0.000 0.000 8 1274.0 0.0 1274.0 0.140 0.000 0.000 SW 0.0 0.0 0.0 0.000 0.000 0.000 W 1014.0 0.0 1014.0 0.140 0.000 0.000 NW 0.0 0.0 0.0 0.000 0.000 0.000 TOTALS 4901.0 46.0 4855.0 0.140 0.500 0.450 *** FULL COMMERCIAL HVAC LOADS PACE CONSULTING GROUP Netstream T.I. * * * *a * * * * * * * * * * * * * * * * * ** TOTAL BUILDING PEAKS IN JULY AT 5 PM BLDG. LOAD AREA DESCRIPTIONS QUAN ROOF WALL GLASS SKIN LOADS 13,262 LIGHTING EQUIPMENT PEOPLE PARTITION VENT 335 INFL 2,717 DRAW - THRU FAN BLOW -THRU FAN SUPPLY DUCT RETURN DUCT BUILDING TOTALS BUILDING SUMMARY LOAD DESCRIPTIONS VENTILATION INFILTRATION ZONE LOADS PLENUM LOADS FAN & DUCT LOADS 8 4,855 46 SEN. %TOT LOSS LOSS 20,207 7.48 43,230 16.01 1,464 0.54 64,901 24.04 7,108 0 0.00 543,465 0 0.00 16 0 0.00 0 0 0.00 335 19,109 7.08 0 185,980 68.88 0 0.00 0 0.00 0 0.00 0 0.00 269,990 100.00 SEN. %TOT LOSS LOSS 19,109 7.08 185,980 68.88 64,901 24.04 0 0.00 0 0.00 BUILDING TOTALS 269,990 100.00 TOTAL BUILDING SUPPLY AIR (BASED ON A 18 TD): TOTAL BUILDING VENT AIR (.28% OF SUPPLY): TOTAL CONDITIONED AIR SPACE; SUPPLY AIR CFM /SQ.FT. OF CONDITIONED SPACE; SQ.FT OF CONDITIONED AIR SPACE PER TON: TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE; TOTAL HEATING REQUIRED WITH OUTSIDE AIR: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 7/20/00 PAGE 10 BUILDING LOAD SUMMARY * * * * * * * * * * * * * * * * ** * * * ** LAT. GAIN + SEN. L TOTAL %TOT GAIN GAIN GAIN 0 18,175 0 25,410 0 1,072 0 44,657 44,657 1.93 0 26,663 26,663 1.15 0 2,038,538 2,038,538 88.00 3,601 4,601 8,202 0.35 0 0 0 0.00 3,444 4,039 7,483 0.32 0 0 0 0.00 0 190,930 190,930 8.24 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 7 2 2,316,473 100.00 LAT. 4. SEN. GAIN GAIN 3,444 4,039 0 0 3,601 2,114,459 0 0 0 190 7, 045 2, 309 115,158 CFM 335 CFM 269.99 M8H 193.04 TONS 18,175 0.78 25,410 1.10 1,072 0.05 in TOTAL %TOT GAIN GAIN 7 0 2,118,060 0 190, 930 2,316,473 8,361 SQ.FT 13.7732 CFM /SQ.FT 43.3124 SQ.FT /TON 0.0231 TONS /SQ.FT 0.32 0.00 91.43 0.00 8.24 100.00 e LL� Agh PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M2000 -174 PROJECT NAME: N ETSTREAM SITE ADDRESS: 12101 TUKWILA INT'L BL Complete Comments: W1Hxlll IX1C WI __.X_. Original Plan Submittal Response to Correction Letter # _.__,_._,Revision # After Permit Is Issued DEPARTMENTS: Hu in Division Fire Prevention Planning Division E� g A S 'X"p•{Ob Abix/ 611 Public Works ❑ Structural ❑ Permit Coordinator OF COMPLETENESS: (Tues., Thurs,) Incomplete El TUES /THURS ROUT C Please Route Structural Review Required Ej No further Review Required REVIEWER'S INITIALS: dEENYALSAIILMIELCIIMI: (ten days) Approved E Approved with Conditions REVIEWER'S INITIALS: COltkOCTJON DETE12, ON: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DATE: 8 -8 -2000 Response to Incomplete Letter #__.. DUE DATE: 8-10 -2000 Not Applicable ❑ DATE: DATE: DUE DATE 9- - Not Approved (attach comments) ❑ DUE DATE Not Approved (attach comments) ❑ DATE: City of Tukwila Fire Department Fire Department Review Control #M2000 -174 (510) Re: Net Stream - 12101 Tukwila Intl. Blvd.. August 17, 2000 Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief 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 U.L. central station supervision is required. (City Ordinance 01900) 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 utomatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1900) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206. 5754439 City of Tukwila Fire Department Page number 2 (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space 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) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 510 The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chlef Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206.575.4439 t • • M25412430( /97) • SEATTLE WA 98124-056 AP,Avor, Attie - " ------ .:-,;.'"`::, 7,-..!lt,: . LAB OR INDUSTIZIE-'"."......t ' ..---4 - -•• •••-:-..----- '''' -• 't .7- ,.... ; ..4 ..„.„. ; .• ., .... -;.• :. .,, i , ',,i :'.•-:•, .•••-• . : : •. . . . „ .s. .. ,..1,., ... 4 t . ,4 ...., „p,.. ; . .• •i 1.i' 1- • -• ' • .•••. • 7 REGISTERED" AS BY LAW AS: - - -- . '-•- • 0 * . , , . --' -.7*..if..-1-.7•it *,. . ‘ ';" • -7-"'7 4 . "-‘.' CONST. CONT .*." 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BY G.C. i r ` 1,10 i■,,; 1 (0N ROOF) M3.4 FOURTH FLOOR PLAN - HVAC & PLUMBING SCALE 1 /8' VAV -1 VFPE -2415 1720 CFI 709 CFI rin zooO17 VAV -6 VOCE -08 458 CFI ROOF TRUSS 18x42 SWR 3200 UM OR 12x36 SWR 1600 CFM $EE PIANS DETAIL NOT 'TO SCALE VAV -7 VCCE -06 273 CFI VAV -2 VFPE -0604 349 CFI 266 CFI VAV -3 VFPE -1107 513 CFI 443 CFI DUST WF BEAM (SEE SRUCT) PROOF DECK OFFSET FITTING , .75 ) 1 26'11 OR 28 SUPPLY DUCT SQUARE TO ROUND I VAV -4 NFPE -1107 1 611 CFM 443 CFM Date VAV -5 VFPE -1107 588 CFI 354 CFI 26'0 UP 1HRU ROOF. - 18X10 800 CFM .`FUTU 5'-0' X l0' x. 2'0' HIGH (INSIDE)' SHEETROCK'RA BY'GENERAL CONTRACTOR. OPEN ENDS (PONCA. 3 PIES) BY G.C. - - --- - -- MST R/A DUCT UP TO Ex1ST MU-4 (SEE S & C MECH. NO vACz -NT EXIST 26 -x54' SupPLT moo! EWH: CROM0NIYE 46 -1E 14.6 KW 277 /1/64 MOUNTED IN CABINET UNDER SINK:- SINK: JUST SL- 17519 - 11-60, J -35 CRUMB CUP, FAUCET: KOHLER K- 15171 -P DISPOSAL INSINKERAroR BADGER 1, 1/3 HP, 115V/II 3/4 DN BY -.S TO 1K "1: EW11 -.. . -._ _ -.- 2 VAR. 2' W DN. I 1.11 I � 1 I -EC -4 II W /SOUND ELL FILE COPY DtC 11 -Jj1 understand thct the Elan Check approvals are subject to errors and omissio::s and approval di s does not 50 _. ,o!siion of any adotned cod. or ordinaice- Recent of con - tractor's cc f v ve(t�;Ians acknowledged. By \ 9 f 1 l'bc) Fermi: No 1`0`0 mo=w' - rl SABEY CONSULT ANTE:. REYIBICKS ARCHITECTURE MC For -Th iistry °f lour Building RTAT7t& 5005 IRO AVEMIE 5 PO BOX 24567 SEATTIE, NW 98124 1-000 - 669 -6223 PORTLAND: 5400 NE COLUMBA RA PORTLAND, OR 97218 5O3 -331 -0234 ISfiUE DATE FOR CCDI6TRUCTICN 8/3/00 M dadtp, Ad MOAN MANY howls ea TAMAN tlr orlg98Y nd wpllsil.d week of We and t h e sad INN not be dipMe.Nled, wad or dfiolerd i mt Ulo nr UNN ow..R of R. &by CaepwIOas Tenant Improvement for NetStreaj RECEI CAT' OF TlltCW AUG - S 2Un° at Intergato Illeat0MIT CENTER 12101 Tukwila International Blvd. Tukwila, WA DRAW•O Tm.E. FOURTH FLUOR PLAN- HVAC 4 PLLS'S 4! r - NOT TO SCALE 14"HIGH SHEETMETAL FACTORY CURB(BY McK) ROOF" DECK H.5 . 2 AC-1 I EC-1 I 1/214PC1V, CONNECT TO HUMIDIFIER (TYP.) 260 DN WC UNIT - - - j - - - - • _ ROOF1NG(BY G.C.) 240 DN 24.1. IDN 4211 4811 ON FASTEN UNIT TO CURB WITH 1/4 SCREWS 0 48 (BY McKINSTRY) WOOD NAILEKBY McK) SHEETLETAL FLASHING(BY McK) INSULATION(BY G.C.) LEVELING & FASTEN CURB TO ROOF BY G.C. 0100110 MAKE-UP AIR UNIT /-1/2" NPCW ON THE ROOF. PROVIDE HEAT TAPE, INSULATION WFATHER-PROOF ..LACKET FUTURE 38 DN 0100 0000 OYPICAL) - TYPICAL ROOFTOP AC-UNIT MOUNTING & SEISMIC RESTRAINT DETAIL 3/4•4Fav FROM BELOW ROOF ; / ■ EC-2 1 PC-2 (RITURE) 1/211Pcw. CAP FOR FUTURE (, 4 - 5 ; ( 6 ) ( 7 ) ( 7.5 a l - --a a - . l M3.5 i EC-3 _IFUTURE) (FUTURE) ROOF PLAN - HVAC & PLUMBING E9 sou. = EC-4 1FuTuRp pc 1 FuTuRE) - - - DUCT UP THRU ROOF TO ROOF CAP (00-2) 1 • - 1 1 . i ! , , I . I I I ( ( - I '1 -I , 3 :_001, ( 8 Mc For Th C• P 3 1 2 A ' C D EXPIRES: 03-11-01 1 SA_BE1 CONSULTANTS IREVIelaie ARCHITECTURE listry 01 Your Building NAM& 5005 3RD AVEIRJE PO BOX 24567 SEATTLE. WA 98124 1-803-669-6223 PORTLAlik 5400 NE 0069986 1085 PORTLAND. OR 97218 563-331-0234 taataladay.da 186498 pm, FOR GaNISTRUCTIal 8/3/00 All dad. ad Wad adirla dad aadltuta *a drivel NA upipilduel work atlhe C.c= and ti immo say rot be 424919aged used er U o MILAN oeseant CtU 99 eadav Caparatled Tenant Improvement for NetStreaffi AUG - 8 2 at Intergate West PER. CE4 1201 Tukwila International elvd. Tukwila, ttiA DRAWING TITLE, Pi:0CE PLAN - HvAC 4 PLItlelNa PROGRESS DATE FILEI PLOT, maga NtreeR, 35392 MAIN 010 I JJ cHEcxgo Err= a 4pfizovED 5Y, PRAUta MINA tv13.E-> Tag # EF -1 EF -2 Basis of Design Greenheck CUBE Gree heck CSP Service Battery Room Electrical Closet Fat Type centrifugal Moe Cabinet Fon Config.(In- line /U61ity set /Centr• upblosVetc.) CUBE- 100 -4 CSP -218 CFM O 70F 500 140 Maximum Operating. Temperature(airflow) 120F 120F ESP. 03' 8• T.S.P. (ESP + Int. losses) 0.5 0.375 BHP / HP .07/.25 100 W Voltage /Phose(120V /1 for I /2 hp and smaller,. 460/3 over 1/2 hp) 120/1. 120/1 Motor Efficiency code min.: code non. Type of. VAV Control '. '.NA NA . Quantity of Fans 1 1 Site Batt cub by'.G.C. (As Specified) NA NA Overall Height(exduding curb) 23 10.5 Overall Width : 24 13.25 Overall Length 24 12.38 Total Weight (less site butt curb) 52 15 Supply Smoke Detector NA NA . .. Starters,. Disconnects, wiri • ales. ekx. 110 V. Service Outlet Within 25' • elec. 'MINIM Tog 1 EC -I EC -2 EC -3 (Future) EC-4 (Future) bads of . - • n .. Air ... Air • - Air • Ale model number ONS.5 016.5 C10.5 cross &operative media (sq. R.) 28 28 28 28 media thickness 8" 8' 8• 8' 50pomtive. effectiveness 79x 792 79x 798 1 PAM. drop .19' .19' .19• .19' _'40 52 0.5 0.35 3 dradation pump (hp). 1/3. 1/3. 1/3 1/3 pump electrical characteristics 115/80/1 115/60/1 115/60/1 115/80/1 motor efficiency per WSEC Bade min. code mkt. ..code min. cede min. ®L11111111130111111B1M .. 1 ® 7L F 1,2,3,4,5 1 345 VAV -4 VFPE -1107 8 sun level antral float valve float vole float vales float vole auto drain function yes yes yes 'Yes roof curb Yee yes yes Yet &charge dampers yes Yes Yes Yee 70 0.5 0.35 N A N A module depth 48" 40' VAV -7 VCCE- 06 module width 67' 6r 6P 6Y module height if 72' 72• 72' operating weight 640 640 640 640 VAV 131JA .`f6I1tUVLt UNf MANUFACTURER INLET DISCH. COOL CFR SP HEATER IIIMMEEDE ' NOTE N0. MODEL VUMBER SIZE N. PLENUM MAX MIN. IN OUT MAX KW DT. CRY VOLT PH HP VOLT PH SPEED NO VAV -1 VFPE -24 15 12 '.. 18 x16 1720 258 0.5 0.35 8' 35 709INEMIMMIYME®M® 1,2,3 VAV -2 VFPE -06 04 6 12'x10" _'40 52 0.5 0.35 3 35 266 ®EMNIM11161/3111® 1 2,3 ... VAV -3 VFPE -11 07 8......... 1412 i f + 77 92 0.5 0.5 .... 0.35 5 5 35 35 443 443 ®L11111111130111111B1M .. 1 ® 7L F 1,2,3,4,5 1 345 VAV -4 VFPE -1107 8 14'x12' 61 -. VAV -5 VFPE -1107 8 14'0 2' 58 88 0.5 0.35 4 35 354 Wiii2111111=31111®INMYF 12,3.4,5 VAV -6 VCCE- 06 6 12'x12 458 70 0.5 0.35 N A N A 9 A M117/21•1=7/2=M17/2=©� ©UMIKEINIIMEM=EIMI 1,5 VAV -7 VCCE- 06 6 12'x12' 271 41 0.5 0.35 N A N A 9 A Evaporative Humidifier Fan Schedule 1). TRUNK O&ICT SIZE SAMES AS BOX INLET. SIZES. 2). PROVIDE 48 VA TRANSFORMERS IN FAN POWERED BOXE, WITH CIRCUIT BREAKER RESET. 3). PROVIDE SCR CONTROL FOR FAN MOTOR. 4). PROVIDE INCLINED ACOUSTICAL BOOT ON SECONDARY AIR INLET. 5). PROVIDE SOUND LINED SHEET METAL DISC1t4RGE DUCTS 6). PROVIDE we GWB TO BOTTOM PANEL OF THE VAV TF,;UINAL (F REQUIRED). VAV Air Conditionmq Unit Schedule Intelii . ak v F Basis of Design SUPPLY FAN Supply Fan Type Sup. Fon Config•(Bbw Tfn/Draw Tsai) Max. Supply CFM Suppy. Su fan T.S.P. E SP + Int. Loeser Supp ' BHP HP Supply Motor Efficiency Type of VAV Control 0uan t0y of Suppl Fans RETURN PAN Exhaust or Return Fan(whech type ?) Return / Exhaust CFM Return ES.P. Return/Exhaust RHP / HP Return Motor Efficiency Type of VAV Control Ouantly of Return/Exhaust Fans COOLING Cooling Cal EAT (58/WB) Cooling Coil tAT (00/089) (std.coos) Coding MBH Sensible/Total (std. cots) Ffwh Capacity Evap• Cot SEATING Heating Cog Type ELECTRICAL 0nl was Uri MOP Urea ROE Factory Mounted Starter UNIT SIZE Unit Height(iindudinq factory curb Unit Width Unit Length Total Weight (less ate bui0 curb)(worst case YISC. Filter EN. (x) Nominal Taxage Tau at Specified Ceram Ambient Teepee*. LN@ EER (coding only uxl) Type of Refrigerant Lae Ambient Operation Economizer Factory cub Ste Butt cut by G.C. Supply Smoke Detector Disconnect 110 V. Service OuBntWBhin 25 IMMEIGTEIMINECUIrlil AC -1 AC -2 Trone Intellipok 'I Tram InteUipak Trone Intellipak FC draw through 27000 2.3 4.57 - 39.6/40 code min. vfd exhaust 21600 0.75 16.1/20 code min. vfd 2 72/58 49/47.5 ) 633/638 Yes 480/3 230 273 237 Yea 7 -10" 9 . -8 " 30 -3 10900 609 75 70.3 95 : 8.8 R -22 Yes Yea yes leveling curb by dos. by elec. by elec. FC drove through 27000 2.3 4.57 39.6/40 code min vfd 2 exhaust 21600 0.75 16.1/20 code min. vfd 2 72/58 49/47.5 633/638 Yes 460/3 230 273 237 Yee 7' -10" 9'-8 30' -3' 10900 609 75 70.3 95 88 0-22 Yes Yes 960 leveling curb by elec . by dec. �b elec FC draw through 27000 2.3 4.57 39.6/40 code min. vfd 2 exhaust 21600 0.75 16.1/20 code min. vfd 2 72/58 49/47.5 633/638 Yes none 80118 none 460/3 230 273 237 Yes 7' -10" 9' -8' 30 ,_ 3 " 10900 805 75 70.3 95 88 R -22 Yes yee Yes leveling curb by elec. by elec. by elec. Trone In FC draw through 27000 2.3 4.57 39.6/40 code min. vld exhaust 21600 0.75 16.1/20 code min. vfd 72/58 49/47.5 633/638 Yes none 460/3 230 273 237 Yee 7 -10' 9' - 8" 30 ,_ 3 " 10900 609 75 70.3 95 8.8 6 -22 Yes Yes Yes leveling curb by elec. by elec by elec. SABEY CCN86LTA14T8 PLOT, ARCHITECTURE PROGRESS DATE FILE, inst/'J/ h Of Your Building MULL 5005 MD AVENUE 5 PO BOX 24567 SEATTLE. WA 98124 1-800- 669 -6223 FORTUNE% 5400 NE CODRTIN BM PORTLAND. CR 97218 563- 331-0234 wes.mde sby can REV1810N8 1866E DATE FOR CONSTRICTION 8!3/20 All Moho awl Ethan eyterW tenth 0.68,9. the atom awl welted mak al the and the eau 966 ICI be d pYrJ4q used cow Mimi Re elites cornet el Me Rebels CeperaYaU r lint Improvement for NetStreaiii E XPIRED DEC 13 2001 �A 0 Y OF TUc AUG - 8 2800 at Intmrgata 5099 0 CENTER 12101 Tukwila International Blvd. Tukwila, 1814 yfl 0° l 1( D6v9UWGTITLE SC•EP(LES 0 0 PLAN KEYNOTES 0 O 0 0 EXISTING MECHANICAL EQUIPMENT TO REMAIN 0 EXISTING MECHANICAL EQUIPMENT TO BE RELOCATED. SEE MECHANICAL DRAWINGS. 0 EXISTING MECHANICAL DUCTWORK TO REMAIN. 0 EXISTING ELECTRICAL AND CONTROL PANELS TO REl1AIN. DO NOT DISRUPT DURING CONSTRUCTION. (3 y EXISTING SCREEN WALL STRUCTURAL PRAT-MOOR( TO REMAIN IN THIS AREA TO SUPPORT ELECTRICAL AND CONTROL PANELS WHICH ARE TO REMAIN. O CARER.ILLY DISMANTLE AND REMOVE EXISTING EQUIPMENT SCREEN WALL, FRAMEWORK AND BRACING. SALVAGE MATERIAL FOR RE -USE TO THE GREATEST EXTENT FEASABLE. PATCH ROOFING WHERE SUPPORTS REMOVED (ROOFING WORK TO BE COMPLETED BY LANDLORD'S ROOFING CONTRACTOR! NEW MECHANICAL ROOFTOP EQUIPMENT, SEE MECHANICAL DRAWINGS. NEW MECHANICAL ROOFTOP DUCTWORK, SEE MECHANICAL DRAWINGS. NEW EQUIPMENT SCREEN WALL, FRAME AND BRACING TO MATCH EXISTING. RE -USE EXISTING MATERIALS SALVAGED DURING DEMOLITION IF THEY CAN BE MADE LIKE NEW. CAREFULLY CUT ROOFING AT SUPPORT MEMBERS, PATCH ROOFING AND SEAL (ROOFING WORK TO BE COMPLETED BY LANDLORD'S ROOFING CONTRACTOR). SEE STRUCTURAL DRAWINGS FOR DETAIL NEW 3' -0' WIDE x 1' -0' HIGH MAN GATE THROUGH E2,11R`'NT SCREEN. GATE TO MATCH EQUIPMENT SCREEN. EXISTRYa CENTRIFUGAL VENT FANS. PROTECT FROM DAMAGE DURING CONSTRUCTION. ROOFTOP WALK PADS, ALTHOUGH NOT SHOIW, ARE TO BE PROVIDED AND INSTALLED AS DIRECTED BY LANDLORD'S REPRESENTATIVE ROOF PLAN SCALE 1 /8 =1 — O " 0 1 2 3 6 12 24 30 fl7ijyy(/ ((� 3 %001 ULV � � ` s BEY ARCHITECTURE EJAIS 'ED % I aHtdY, STATE OF WASH CONSULTANTS 1 ISSUE FOR CONST. 8/3/00 REVISIONS FILE: ISSUE PATE PERMIT SUBMITTAL 01126/00 All trwung• and art. nalrul apparag holm comm.. Ws orIgael and upiW Wed Pad. of the 6abalj Caporal. and Os our nay not be caplIcated, mod or dlacloeod nWrout t} malttan amount of 0 Saba, CorporatI Tenant Improvement For NetStrearn crry of at Interyate U.41.81ERMIT CENTEF 12101 Tukwila International Blvd. Tukwila, W4 DRAWING TITLE: OVERALL ROOF FLAN PROGRESS DATE: 05/22 /0m PLOT: PROJECT N TBER 00 DRAM BY: bob cHEcKED BY: JL APPROVED BY: SCALE 1/16 0246 12 SCALE 1/16 0 246 12 SOUTH BUILDING ELEVATION 24 36 24 36 48 60 NORTH BUILDING ELEVATION 48 60 SC I/1 6 ". 1 '- 0 " 0 12 SCALE 1/16 0246 12 24 24 36 36 48 48 EAST BUILDING ELEVATION 60 WEST BUILDING ELEVATION 60 1 1111 . 11111111.51111111111111111111111 . 111111111111 1 1 KEYNOTES EXISTING STAIRWAY PENTHOUSE. 0 NEW ROOF SCREEN TO MATCH EXISTING. REUSE EXISTING PIECES IF THEY CAN BE MADE 'LIKE NEU. (EXISTING ROOF SCREEN TO BE REMOVED IS SHOLLIN SCREENED BEHIND THE NEW SCREEN.) 0 3'-0• x T-0 GATE THROUGH NEW ROOF SCREE( GATE TO MATCH ROOF SCREEN. 0 EXISTING ELEVATOR PENTHOUSE. 0 EXISTING ROOF SCREEN TO REMAIN. DEC 1 3 2001 NetStreah'j EXP iRED 171 2,0 00 -/ 7 4 0 S BE/ ARCHITECTURE CONSULTANTS ED or 2.- 444 1 STATE or HN wAsii 2 ISSUE FOR CON5T. 3/3/00 PER CORRECT. 8/2/00 (NEW DRAWING) REVISIGN5 ism DATE PERIIT SUBMITTAL 01116/00 All dranktas and When natartel appearing lwelle comber the ortelnel arca upublished oak or the Sob, Corporate and the ease nay not be &phoebe:* used or clleclow without the twitt er! caws* of the Why Corporate:, Tenant Improvement for AUG - 8 2000 40 intareate,A4 CENT 12101 Tukwila International Blvd. Tukwila, WA DRAWING TITLE: 6U1LD1NG ELEVATION PR:YAM DATE: 030),00 FILE: PLOT: Mawr NUMBER 00 DRAM ET: bob C9EOCED BY: JL APPROYED SY: 11.1•113111111111111111. DRAWING Numeez GENERAL NOTES CODE: UNIFORM BUILDING CODE (UBC) - 1997 EDITION LIVE LOADS GENERAL CONDITIONS 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY DISCREPANCIES 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. 5. 6. 7. ACTUAL EQUIPMENT LOADS SHOWN ON STRUCTURAL SHEETS PLUS 50 P5F LIVE LOAD. 509415. ..............ZONE 3 IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DR ANN. TALL TAKE PRECEDENCE OVER TI IE 'GENERA' NOTES' AND /0R 'STANDARD DETAILS'. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. B. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES, SEQUENCES AND PROCEDURES AS A PART OF HIS RESPONSIBILITY, THE GENERAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A LICENSED STRUCTURAL ENGINEER 70 DESIGN AND SUPERVISE ANY SCAFFOLDING FOR HIS WORKMEN AND SHORING OF FORMS AND ELEMENTS OF CONSTRUCTION AFFECTED BY HIS WORK. 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE UNIFORM BUILING CODE, 1997, AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS WHERE THE NOTES, DRAWINGS AND /0R SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS 12. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FELD CHANCES PRIOR TO INSTALLATION. 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS METHODS AND 5055 - MANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISONS OF THE 1997 EDITION OF THE 'UNIFORM BUILDING CODE' (UBC), AND STANDARDS REFERENCED THEREIN. 15. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, 810CK -0015, ETC., SHALL NOT BE PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. SPECIAL CONDITIONS 1. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING 70 THE ENGINEER PRIOR TO CONSTRUCTION. CONCRETE 1. REFERENCE STANDARDS ACI -301, ACI -318, UBC MINIMUM CONCRETE STRENGTH (28 DAYS): DECK TOPPING AND SLAB.................4,000 PS 2. MIXING` COMPLY WITH ACI -301. DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THE APPROVED MIX. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX V#dICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3. PLACING COMPLY WITH ACI -301. PRONDE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS 4. SLUMP: 4' PLUS OR MINUS ONE INCH. DO NOT ADD WATER TO MIX TO INCREASE SLUMP. GREATER SUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED ADMIXTURES 5. CURIN0 COMPLY 1VI1H AD -301. KEEP CONCRETE MOST FOR SEVEN DAYS MINIMUM. 6. JOINTING PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF VOLUNE CHANGE. JOINTS SHOWN MAY BE ADJUSTED AT CONTRACTOR'S OP0ON, WITH PRIOR APPROVAL FROM ENGINEER. 7. WEATHER EXTREMES COMPLY WITH AG 3055 FOR HOT WEATHER. COMPLY WITH ACI 306R FOR COLD WEATHER CONCRFTF INSFRTS CONCRETE INSERTS SHALL BE MANUFACTURED BY 51111 OR APPROVED EQUAL SUBMIT 580 REPORTS ON ALL FASTENERS WELDED WIRE FABRIC WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. SPLICE LENGTHS SHALL NOT BE LESS THAN ONE SPACE, NOR 6 INCHES REINFORCING STEEL 1. REFERENCE STANDARDS ACI DETAILING MANUAL' (5P -66); CRS1 MANUAL OF STANDARD PRACTICE (MSP - 2 MATERIALS REINFORCING STEEL: ASTM A615, GRADE 60 REINFORCING FIBERS POLYPROPYLENE FIBROUS REINFORCEMENT 3. SPLICES AND LAP LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS OTHERWISE NOTED. PROWDE CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT STRUCTURAL AND MISCELLANEOUS STEEL FABRICATION AND ERECTION OF STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) STANDARDS AND SPECIFICATIONS 1. MANUAL OF STEEL CONSTRUCTION, 9TH EDITION (ALLOWABLE SIRES, DESIGN) 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES LATEST EDITION. 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS STEEL SHALL C0NF0RM TO THE FOLLOING STANDARDS RECTANGULAR TUBE STEEL - ASIR 5500 GRADE B GALVANIZED (Fy = 46,000 PSI) WIDE FLANGE COLUMNS AND BEAMS - AS15 A572 GR50 ALL OTHER STEEL - ASN A36 (Fy = 36„000 PSI) BOLTS - ASTM 5307 TYPICAL ASTY 5325 - SC AS NOTED ALL 5515 A-325 BOLTS SHALL BE ENGINEER APPROVED SELF LOAD INDICATING TYPES AND SHALL BE INSTALLED IN 5TRICT ACCORDANCE 5TH MANUFACTURER'S RECOMMENDATIONS ALL WELDING SHALL CONFORM TO THE AWES CODES, AND SHALL BE BY WA80 CERTIFIED' WELDERS WELDS NOT SPECIFIED SHALL BE 1/4' CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES 4. REMOVE ROLLING LUBRICANTS AND OTHER MATERIALS THAN INHIBIT APPLICATION OF SPRAY. APPLIED FIRE PROOFING. STRUCTURAL STEEL WELDING 1. CONFORM TO THE AWES CODES D1.1 AND D1.3., AND USE ONLY CERTIFIED WIELDERS WELDS NOT SPECIFIED ARE TO BE 1/4' CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES S2 SCOPE OF WORK REINFORCING STEEL WELDING 1. REFERENCE STANDARDS 'ANSI /AW5 01.4 STRUCTURAL WELDING CODE - REINFORCING STEEL' 2. MATERIALS GRADE 40 (ASTM 4615) OR GRADE 60 (ASTM 4706). ALL GRADE 60 WELDED REINFORCING BARS WILL BE REJECTED UNLESS A MILL CERTIFICATE IS SUBMITTED TO THE ENGINEER OF RECORD AND INDICATES COMPLIANCE WITH ASTM 4706. USE ONLY CERTIFIED WELDERS' USE ONLY FRESH E7000 ELECTRODES (AM A5.1 OR 85.5) .3. ALL WIELDING OF REINFORCING STEEL SHALL BE PERFORMED USING THE ELECTRIC ARC PROCESS IN ACCORDANCE MATH THE APPLICABLE PORTIONS OF THE 'CODE FOR ARC AND CAS WELDING IN BUILDING' CONSTRUCTION' OF THE AMERICAN WELDING. SOCIETY. WELDING SHALL BE'.. PERFORMED BY WELDERS HOLDING CURRENT CERTIFICATES ACCEPTABLE TO THE REGULATING BUILDING DEPARTMENT. ALL WELDS SHALL; LOW HYDROGEN ELECTRODES (E90XX). WHEN WELDING IS REQUIRED, APPROVAL SHALL BE OBTAINED FROM THE ENGINEER FOR THE PROPOSED METHOD AND PROCEDURE. ALSO, FULL TIME INSPECTION, NON - DESTRUCTIVE TESTING, AND.CERIIFICAITON FROM AN INDEPENDENT TESTING LABORATORY WILL BE REQUIRED. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED. 4. BENDS IN WELDED REINFORCING STEEL 412E TO COMPLY LMTH ACI STANDARDS. BENDS MUST NOT OCCUR WITHIN 3' OF ANY WELD. PROVIDE SPECIAL INSPECTION PER UBC 108. STEEL DECK AND CONNECTIONS FLOOR DECKING VERCO B FORNLOK, 20 GAGE, GALVANIZED, (0R APPROVED EQUAL) DECK SHALL APPLY TO THE FOLLOWING CODES AND STANDARDS 1. NS/ 'SPECIFICATIONS FOR THE DESIGN OF COLD = FORMED STEEL STRUCTURAL MEMBERS' 2. AWS D1.3 -89 'SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCTURES' 3. ASTM AS DESIGNATED 4. I.C8.0. RESEARCH REPORT /2078 5. UNIFORM SAWING CODE STANDARD 27 -9, 'SPECIFICATIONS AND DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS' STEEL DECK SHALL COMPLY NTH ASIM A 446, GRADE A. ZINC COATED PER ASTM A 525, G60. 6. MINIMUM SECTION PROPERTIES 0 I (IN "4 /FT) 5+ (IN "3 /FT) S- (IN"3/FT) 20 GA FLOOR DUX 0.216 0.235 0.248 DECK INSTALLATION: 1. POSITRON ON SUPPORTING STEEL FRAMEWORK AND ADJUST TC FINAL POSITION WITH ENDS BEARING MINIMUM 2 INCHES ON SUPPORTING MEMBERS 2. PLACE UNITS END TO END BEFORE PERMANENTLY FASTENED. 3. ALIGN RIBS OVER ENTIRE LENGTH DECK FASTENING. FLOOR DECK. 1. SUPPORTS PARALLEL 70 RIBS: SECURE 10 SUPPORTING MEMBERS WITH 3/4 INCH EFFECTIVE DIAMETER FUSION WELDS AT 24 INCISES ON CENTER MAX, 0NO THROUGH THE DECK WELDED HEADED STUDS CAN REPLACE FUSION WELDS 2. SUPPORTS PERPENDICULAR TO RIBS: SECURE TO SUPPORTING MEMBERS 8TH 3/4 INCH EFFECTN DIAMETER FUSION WELDS AT EACH VALLEY, FOUR WELDS PEI SHEET. THROUGH THE DECK WELDED HEADED STUDS CAN ii!." -LACE FUSON WELDS 3. SIDE LAP CONNECTIONS: BUTTON PUNCHING AT 24 INCHES ON CENTER. 0 IIIIUI111111 1 D 1111111111111EK-1151.1111111011111■91111111 '' �i!! „� 11111 . suo o f idr�Cinudi=:diil i diinnndd=dd i =111, ilr111111111fiiii111111111111111111111111111114 i III��II��I�NII 1�1�1��111���IM i 1110IIII 1 11111111= II MNB� 0 FOURTH FLOOR FRAMING PLAN (F -4) SCALE : 1/32' = NORTH WELDED HEADED STUDS WELDED HEADED STUDS SHALL BE MADE FROM COLD DRAWN BAR STOCK CONFORMING TO THE REQUIREMENTS OF ASTM A108. MECHANICAL PROPERTIES SHALL BE IN ACCORDANCE WITH AN5 D1.1, SECTION 7. STUDS MALL BE MANUFACTURED BY NELSON (0R APPROVED EQUAL). EMBEDMENT ANCHORS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (OR APPROVED EQUAL). STUDS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD WELDING EQUIPMENT N THE SHOP OR FIELD ON SPACINGS INDICATED ON THE DRAWINGS ALL WELDS SHALL BE MADE IN ACCORDANCE WITH RECOMMENDATIONS OF THE MANUFACTURER, AND ANS 01.1 SECTION 7. WELDING. SPECIFICATIONS - ALL WELD PLATE MATERIALS SHALL BE CLEAN, DRY AND FREE OF PAINT, RUST, OIL OR OTHER CONTAMINANTS 014015 , IF REQUIRED SHOULD BE DONE AFTER COMPLETION OF WELDING 110 STUDS SHOULD BE WELDED TO PLATE MATERIAL OF THE SAME TYPE AND THICKNESS BEING USED FOR EMBEDMENT AT THE START OF EACH SHIFT TO CHECK FOR PROPER WELD SETUP PROCEDURE TEST WELDING SHOULD BE DONE IN THE SAME POSITION BEING USED FOR PRODUCTION. TEST WELDS, AFTER COOLING, SHOULD BE BENT BY HAMMER 45' FROM THE VERTICAL POSITION WITHOUT FAILURE. NON- FAILURE OF BOTH STUDS INDICATES THAT THE WELD SETUP IS SATISFACTORY AND PRODUCTION WELDING MAY BE STARTED. INSPECTION REQUIREMENTS - AFTER WELDING, THE CERAMIC FERRULE SHOULD BE REMOVED FROM EACH STUD AND THE WELD FILLET VISUALLY INSPECTED. A FILLET OF LESS THAN 360' IS CAUSE FOR FURTHER INSPECTION. SUCH STUDS SHOULD BE HAMMER TESTED, BENDING THE STUD 15' FROM THE VERTICAL TOWARD THE CLOSEST OSLO 1X 100 t4ULUM1N1 PLA It 05 51001 504004 ULNUIN0 WITHOUT FAILURE INDICATES A SATISFACTORY WELD. BENT STUDS MAY BE LEFT BENT. WHEN STUDS ARE WELDED TO STEEL PLATES OR MEMBERS WITH TEMPERATURES BELOW 32 F., ONE STUD IN EACH 100 SHOULD BE TESTED BY BENDING 15' FROM THE VERTICAL WARNING - WELDING SHOULD NOT BE ATTEMPTED WHEN THE BASE METAL TEMPERATURE IS BELOW 0 deg F. OR WHEN THE STEEL SURFACE IS VET OR EXPOSED TO FAWNO RAIN OR SNOW SHOP DRAWINGS SUBMIT 1 SET OF PRINTS AND 1 SET OF REPRODUCIBLES FOR RENEW PRIOR TO FABRICATION FOR 151 FOLLOWING 1. CONCRETE REINFORCEMENT S1FFI 2. STRUCTURAL SIFF! FABRICATION DRAWINGS IF THE STEEL FABRICATOR'S SHOP DRAWINGS DIFFER FROM THE BUILDING OFFCCA0 APPROVED DESIGN DRAWINGS, REDESIGN DRAWINGS BEARING THE PROFESSIONAL STAMP OF TILE ENGINEER OF RECORD SHALL BE SUBMITTED TO BUILDING OFFICAL FOR APPROVAL. 3. MISCELLANEOUS STEEL FABRICATION DRAWINGS SUBMITTALS SUBMIT 3 COPIES FOR RENEW PRIOR TO FABRICATION FOR: A) 8) MIX CONCRETE INSERTS C) EPDXY ADHESVE5 0) GROUT 0) LATERAL BRACING FOR BATTERIES AND EQUIPMENT INDEX: S1 - GENERAL NOTES, INDEX, KEY PLAN It ABBREVIATIONS S2 - 4TH FLOOR FRAMING PLAN / DECK DETAILS 53 - ROOF PLAN S4 - ROOF FRAMING DETAILS 0 0 INSPECTIONS REFERENCE STANDARDS UBC 108. INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LAB APPROVED BY THE BUILDING OFFICIAL CONCRETE; TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS CHECK FOR REQUIRED COVER, SIZE AND GRADE. WELDING: PROVIDE INSPECTION IN ACCORDANCE WITH UBC 108. SPECIAL INSPECTIONS SPECIAL INSPECTION BY WABO CERTIFIED INSPECTORS IS REQUIRED IN ACCORDANCE WITH THE 1997 U8C SECTION 1701 FOR THE FOLLOWING WORK ITEMS STRUCTURAL CONCRETE BOLTS INSTALLED IN CONCRETE CONCRETE REINFORCING STEEL STRUCTURAL STEEL FABRICATION AND ERECTION STRUCTURAL STEEL DECKING HIGH STRENGTH BOLT INSTALLATIONS AND TIGHTENING OPERATIONS SPRAY APPLIED FIREPROOFING ANCHOR BOLT INSTALLATION EPDXY EMBEDDED ANCHORS STRUCTURAL STEEL EMBEDMENT IN CONCRETE THE SPECIAL INSPECTORS SHALL, IN ADDITION, BE QUALIFIED IN ACCORD- ANCE WITH Mt WV/ UBC 0110105 1 /UI.2 AND PITUVIU1 Mt. 001115 AND RESPONSIBILITIES AS INDICATED IN SECTION 1701.3. SPECIAL CONDITIONS VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. AL TERNA TES: ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW. ENGINEER MAO REQUEST PAYMENT FOR RENEW. JOBSITE SAFETY: THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEAta METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR' MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. O 0 I I ■01111N1r111 ®11111V 11111Gi l o 1111511111011111511 1:11111111113111111111111111111. G hill oot.■mugn utgallo prn \6►/, : 1111.116311101111111 11jag ■a►atminr r ..11111111111111 �■® impli i*1 .. P3'At•Mp1��L� l SCOPE OF 1 WORK ROOF FRAMING PLAN SCALE : 1/32''= TH UBC SECTION 1701.5.1 UBC SECTION 1701.5.2 UBC SECTION 1701.5.4 UBC SECTON 1701.5.5 UBC SECTION 1701.5.5.2.2 Uec 5ECTION 1701.5.6 UBC SECTION 1701.5.10 UBC SECTION 1701.5.15 UBC SECTION 1701.5.15 UBC SECTION 1701.5.15 rem - • DEC 1 3 ZDD1 ABRFIATIONS: AB ANCHOR BOLT ALT ALTERNATE APPROX APPROXIMATE BIM BOTTOM BOT BOTTOM SRC BEARING B1W BETWEEN CJ CONTROL JOINT CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONE CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER DET DETAIL DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD EA EACH EF EACH FACE ELEV ELEVATION F0 FOIAI EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EXIST EXISTING FDN FOUNDATION FG FINISH GRADE FUR FLUSH FRAME FLC FLANGE FAR FLOOR FP FULL PENETRATION FT FOOT FTC FOOTING FS FAR SIDE GA GAUGE GALV GALVANIZED GR GRADE H0R HORIZONTAL HT HEIGHT IN INCH JT LL LOC MAX MB MECH MFR MIN MISC ML NO NS NTS OC OH 0550 OSB OSF PSF PSI REF REINF REDO 5CHD SEC 5F SHT SW JOINT LIVE LOAD LOCATON MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MICRO -LAM (LAMINATED VENEER LUMBER) NUMBER NEAR SIDE NOT TO SCALE ON CENTER OPPOSITE HAND OPENING ORIENTED STRAND BOARD (RIM BOARD) OUTSIDE FACE POUNDS PER SQUARE FOOT POUNDS. PER SQUARE INCH RADIUS REFERENCE REINFORCING REQUIRED SLOPE SCHEDULE SECTION SQUARE FOOT SHEET SIMILAR SPC5 SPACES SPEC SPECIFICATIONS S7D STANDARD STL STEEL STRUCT STRUCTURAL pj5 - 8 200 T TOP THK THICK PERMIT CENTE T0C TOP OF CONCRETE 705 TOW T5 TYP ENO VERT W WIHs WT YAW' CRY OF TUK'WLL TOP OF STEEL TOP OF WALL TUBE STEEL TYPICAL UNLESS NOTIFIED OTHERWISE VERTICAL 5TH WELDED HEADED STUD WEIGHT WELDED WIRE FABRIC r rizcoo-1 1 1 rvomre TV`TflOCA 9T. 'nen I 0 JOB NUMBER I 00056 DESIGNED BY c e DRAWN BY JG CHECKED BY RB DATE 8 -3 -00 SHEET NUMBER S1 0 15'-11 1.5 0 } - I6K5 Al 3'-9 — 1 - � r _ rte r — !-= 6 F'? 44-3: _,9 ' -a E 1 r r— r ) x } 1,.- x • + +, ,+ ' ^ -1 F —{ } - - 1 I } - - -1 F - -'( l..-.-..I h1„,.-„, • - E 1 ± I ' t h }— i i t E }—r t i { r T j t F ' _._� } I-- 1—:--I -i - i- - - - F - } - f i •__� i _ , 4 1 - 4 - F.- { }- -i h -6 1 - -1 —4 } --1 F- - _ - - --i ; LI 1- 1 t J `t- a ! Y a L_ -_ i El a -- i rr r- r r - + r-+: - + `� ) ) i !a e . -= I - { ` } 1 F- -- i }-- I 1 r F -- 1 j i ` t 1 f i }._.. )1 I) I 1 I F —I 1 —i t '-i I , l- - I 14 - 1 1 —{; - ... —{ L {.. - i : f - -- - _ ..} .._ 1} - -{ 1 F I ` • 1= — i i $zi; 1 ..:. I 1 - - �( }- I 1 —f ;2, l i` -1215K F I I - -- I ?2t'z}t42. h i F— {2 610 26R } 5 J i S; I ( i 1 Y_ —� L I t._ -1 —J t_ D. ,---t, r r , - r—, _ r- , r r .. - i ) ...- T - r F--1 r k r ---+ F — � i : i — t , ( —) ( —) : 1:-.H 1 2, } — 1. I 1--.÷1 ht i 1- : 1----i F i } r t i — i 1--1 h — i . 1.4.--i F i ' ,-.--1 i----1 F i . ! - i t r _{ - T� : l- - i__ -- i 1 -1 F -i } -i ! - -{�, • , ` F - {. 1 .._. { j6n}.A -i � FO F -- I - ks- i ,. , }_ - - - - 1 F 1-4-1 1.---41 '-g'il —I h- -6 _ c {-- -I® - i 1 - 'i.._ .a `i _.f L+�� �v_ -_, 1- .T_n 4_ _ 3 r t.__ L f _ f ' �1 �1• ro -:. i t `i- L._-a ., 1] ❑ _ iV24 ❑° 3 O [ ❑� • ©_ ' + 4,,,,. 0 3 ❑ ❑O I D r ©} 1 - a s 'F-------,, . r } -- i } -i 1. ---i ! 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MAX 1 4K3 EA 1 ' W16x EXIST 4714 FLOOR W18x76 5/16 JL 3 1/2'x3 1/2'x3/8"x0' -5 1/2 A36 5/8" TYP (2)7/8"0 DTL A A325 BOLTS CONNECTION W10x39 TO GIRDER SCALE 3/4' = CUT OUT PLATE OVER EXISTING 1665 JOISTS (FIELD VERIFY LOCATIONS OF JOISTS) BOTH SIDES TYP 30' -0 ANGLE CLOSURE TYP AS READ EXISTING 1665 EXISTING 4618x65 JOIST, TYP COPE TOP FLANGE TO ACCESS BOLTS 1/2' BEAM REINFORCEMENT W18x76 30' -0" SCALE 3/4' = (5) 3 /4'i A325 BOLTS AT 3 O.C. t r /4" END DISTANCE EXIST 4114 FLOOR EX STING J W18x65 rnNNFCTION fFTAII (7\ TS COL /WF CONNECTION 0 1/4 818x76 EXIST 4171 FLOOR FOURTH FLOOR FRAMING PLAN .._4) _IL.5 /16'x3 1/2'x3 1/2 "x1' -2 1/2' A36 I FGEND. ® UPS WT= 3000 Ib ® BATTERY WT= 4000 Ib CQ DC BATTERY WT= 4064 Ib ® CABINET WT= MAXIMUM OF 2400 lb FOR GROUP OF 3 CABINETS EQ RECTIFIER WT= 551 Ib FO PDU WT= 1550 Ib © SY5 CONTROL WT= 2400 Ib OH EXT UAW WT= 300 Ib O SWITCHBOARD WT= < 2000 Ib 1/2' SCALE :.1/8':= 0' 0 B FORMLOS 20 GA 5Y1/ERCO 4' TOTAL :; DEPTH REINFORCE 11TH 6x6 - 462.9x462.9 WWF AT MID - DEPTH OF TOPPING W10x39 (X) = WHER1 (X) MEANS NUMBER OF MS PER II =AM EVENLY SPACED. USE 3/4 "0x3 1/2" CONNECTION DETAIL 30' -0" • EXIST 4TH FLOOR • EL 153.00 DETAIL A EXISTING 4618x65 1.1412.11 L2 "x2 /4' SPACER R 1/2'x2'x2 BEAM SPACING 30' -0' 32G 85 6K f CONNECTION DETAIL 0 15' -1 CONNECTION PER 1/52 15' -8' 0 0 0 EXISTING 7 TS10x10x3 /8 CONNECTION DETAIL WELD TO EXISTING TS EXIST 41H FLOOR QIIP EL 153.00' 1 8 JOB NUMBER 00056 DESIGNED BT. SA 51086 00 JG CHECKED BY R8 DATE 8 -3 -00 SHEET NUMBER EXIST HEAVY 14K3 REINFORCE FOR POINT LOADS ONLY PER 20/S4 ROOF PLAN LEGEND: © MECHANICAL UNIT (HVAC) OH MECHANICAL UNIT 0 © 15' -11" 10500 Ib 640 Ib JOIST REINFORCEMENT SCHEDULE El REINFORCE PER 12/S4 AND 20/S4 AS READ El REINFORCE PER 12/S4 AND 20/S4 AS REQ'D • REINFORCE PER 20/S4 AS READ ® REINFORCE PER 14/S4 AND 20/S4 AS REQ'D RENFORCE PER 2/S4 AND 20/S4 AS REVD ▪ REINFORCE PER 7/S4 07 REINFORCE PER 13/S4 AND 20/S4 AS REQ'D 8j REINFORCE PER 16/S4 AND 20/S4 AS REQU SCALE : 1/8" = 1' —t. NORTH SEE JOIST REINFORCEMENT SCHEDULE LONG LEGS BACK TO BACK TYP 3/Bx5x4" PLATE (2) PLACES EQUAL DIST TS 4 &"4x1 4 SPLICE A BRACE FIELD WELD BETWEEN ,KIST TOP CHORD ANGLES 26 GA GALVANIZED V -LINE 32 STEEL SCREEN WALL EACH PANEL TO SPAN THREE BAYS MININMUM ATTACH W/ HILTI 12 -24 HWH 14 KWIK -PRO SCREWS AT EA VALLEY, EA SUPPORT AND 6" O.C. AT PARALLEL SUPPORTS 3 1/2"0 STD PIPE FIELD CUT TO 1' -6" ABOVE ROOFING VERIFY S3 SECTION SCREEN WALL GL II SCALE " =' 0" 0 35 -0" NEW WIDE FLANQE W6 PER PLAN /8x5x4" PLATE (2) PLACES EQUAL DIST 1/4 0 LONG LEGS BACK TO BACK TYP JOST PER PLAN' 30 -0" S TS 4&"4x1 4 1 SPLICE A BRACE � \ A 4 ti' GALVANIZE TS 4x4x1/4 GALVANIZE TS 4x4x1/4 ADD WEB MEMBER AT SCREEN POST OR BRACE REF 20/S4 3/16 REINFORCE JOIST PER PLAN SECTION SCREEN WALL SCALE " = 1' -0" 26 CA GALVANIZED V -LINE 32 STEEL SCREEN WALL EACH PANEL TO SPAN THREE BAYS MININMUM ATTACH W/ HILTI 12 -24 HWH /4 KW1K -PRO SCREWS AT EA VALLEY, EA SUPPORT AND 6" O.C. AT PARALLEL SUPPORTS 3 1/2 "f STD PIPE FIELD CUT TO CONSTANT ELEVATION APPROX ABOVE ROOFING HIGH POINT 0 7.5 0B 15' -11" COPE HORI FLANGE AS REVD 15' —B" 1 6 SCREEN WALL BRACE AT CORNERS SCALE = (Li 0 0 A W �dw OCTOBER 24. 2000 a_ RECEIVED 0 17y OF 7l1KW � fUG - 820 z cMIT CENT' Z c� LLl z J L.1 CO W z r 5' COPE EXIST SEAT AS REVD TO ALLOW NEW WEB MEMBER THRU TO R COPE EXIST SEAT AS REVD TO ALLOW NEW WEB MEMBER THRU TO R ® " COPE EXIST SEAT AS REQ'D TO ALLOW NEW WEB MEMBER THRU TO R COPE EXIST SEAT AS REVD ,TO ALLOW NEW WEB MEMBER THRU TO I NEW END PLATES SECTION A 3/16x5 EA SIDE NEW END PLATES EA SIDE NEW END PLATES EA SIDE R 3/16 EA SIDE 3/16 I2' MIN NEW DOUBLE L 1 1 /4x1 1/4x3/16 (12)PLACES WELD TO VERT 3/16 I/2' MIN \ FLANGE OF CHORD TY? EA END TYP WELD TO VERT 1/8 V1 1/2" MIN\ FLANGE or CHORD TIP EA END NEW DOUBLE L 1x1x1/8 (4) PLACES WELD TO VERT 1/8 V1 1/2 MIN FLANGE OF CHORD TYP EA END NEW DOUBLE L 1x1x1/8 (4) PLACES WELD TO VERT .3/16 V2' MIN \ FLA EA END CHORD NEW DOUBLE L 1 1 /4x1 1/4x3/16 (8)PLACES WELD TO VERT FLANGE OF CHORD TYP EA END (DE" NEW 5/8'0x12' -O' AT EA SIDE - A572 GR50 \\ �\ \\ j \\ \\ / \\ \\ / \\ /r , x // / :G0\ ICl/ A InICT re NEW 3/16 x4 AT EA SIDE A572 GR50 D ANEW 5 /8'0x12' -0' AT EA SIDE - A572 GR50 (J50) 16K4 JOIST SCALE .3/4' NEW 3/16'x2'x17-10" AT EA SIDE - A572 GR50 NEW 3/16'x2x10' -0' AT EA SIDE - A572 GR50 J57 AND J59) 16K4 JOIST SCALE 3/4' = 1' -0' NEW END P EA SIDE NEW 3/16'x2'x10' -0" i f AT EA SIDE - A572 GR50 TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING JOISTS NEW 5/80x13' -6" N AT EA SIDE - A572 GR50 NEW 5/811x13' -6' AT EA SIDE - A572 GR50 (J56) 24K6 JOIST SCALE 3/4.= NEW 5/81M13' -6' AT EA SIDE - A572 GR50 NEW 5/811x13' -6' AT EA SIDE - A572 GR50 (J56A) 24K6 JOIST SCALE 3/4' = NEW DOUBLE L 1 1/4x1 1/4x3/16 TYP TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING JOISTS TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING JOISTS • • 5' -0" MIN (5)9 °11 HOLE IN W18 (5)8'0 HOLE IN W16 TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING JOISTS TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING JOISTS COPE EXIST SEAT AS REVD TO ALLOW NEW WEB MEMBER THRU TO R WI8x46 OR WI6x26 /C3 +D3 GRIDS C TO D 1/8 (/2' MI (J55) 14K3 JOIST SCALE 3/4" = i' -0" ALONG LENGTH 2_12 MATCH PANEL POINTS, TYP OR 1 1/2 - 9 1/2 AT JOIST J55 SECTION SCALE 1 1/2" = 1' -0' Y610. TO VERT \ FLANGE OF CHORD TYP EA END AT ENDS OF BAR TYP NEW END PLATES lerh NEW 3/16'x2 "x13' -6' EA SIDE _ AT EA SIDE - A572 GR50 NEW 3/16'x2 x10' -0' AT EA SIDE - A572 GR50 I -41 /Ar PrhIFTRATIfNC AT W1P f1P W1F X01 ROOF DECK TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING JOISTS 5/8'O GR50 BAR, TYP WELD 5' Al EACH END AND 2' AT 12' MATCH PANEL POINTS A T END OF BARS, TYP ALONG LENGTH 2 -12 -MATCH PANEL (3 -12 POINTS, TYP AT J50) NOTE: MINIMIZE CHORD WARPING BY WELDING BOTH 5/8'0 BARS ALTERNATELY AT EACH WELD POINT SECTION (SEE NOTE) SCALE 1 1/2' = 1' -0' DOUBLE L 1x1x1/8 TYP TYP 14 PLACES R 3/8x4 x SCREEN WALL BRACE OR POST 6' fi 1 AT EA VALLEY L 2 1/2x2 1/2x 1/4x AT 48' 0.C. TYP W6 CONNECTION SCALE 3/4' = W6 CONNECTION SCALE 3/4' = 1' -0" zmo - 11 1/- 1/4 R 4'x4'x1/4 \ \\ DOUBLE L 11/2'x1 1/2 "x1 if' I EA \\ i� EXISTING END 3 16 �\ I �' JOIST JOIST REINF FOR SCREEN WALL TYP EXPIRED DEC 13 2001 JOB NUMBER DATE 00056 8 -3 -00