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HomeMy WebLinkAboutPermit M02-142 - H AND WH & W 18221 ANDOVER PARK .u.12 WEST 0§ UJ uj 0 g =1" u- < (0 3 g. LU W Q 0 - 0 I- W uj =(') U. la • Z 0 C.) -- I= M02-142 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049119 Address: 18221 ANDOVER PK W TUKW Suite No: Tenant: Name: H & W Address: 18221 ANDOVER PK W, TUKWILA, WA Owner: Name: IA PIANTA LLC Phone: Address: PO BOX 88028, TUKWILA WA Contact Person: Name: RICHARD R. GARCIA Phone: 206 786 -8894 Address: 3902 W. VALLEY HY NORTH, #200, AUBURN, WA Contractor: Name: cw5 ST'Are. i4E cA Address: got W UL H`( k! Zav Contractor License No: F /ieStontos DESCRIPTION OF WORK: INSTALL 1 4-TON PACKAGE UNIT AND AIR DISTRIBUTION FOR DOWNSTAIRS; INSTALL 1 3 -TON PACKAGE UNIT WITHOUT AIR DISTRIBUTION (UNIT REPLACEMENT); INSTALL 2 EXHAUST FANS FOR THE RESTROOM AND BREAKROOM (VENTED SEPARATELY) Value of Construction: Type of Fire Protection: Permit Center Authorized Signature: Signature: doc: Mech $ 8,000.00 N/A Print Name: R(e.A14. w-• �s3•RL1 -►� MECHANICAL PERMIT MO2 -142 Permit Number: MO2 -142 Issue Date: 07/10/2002 Permit Expires On: 01/06/2003 Phone: 253 233 - 828(/ Expiration Date: 4 1/30,y Fees Collected: Uniform Mechnical Code Edition: eGse« ,.Ji�CGE'4GP�Gc._ Date: �D D $84.50 1997 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presu a to give authority to violate or cancel the provisions of any other state or local laws regulating c tio performante f work. I am authorized to sign and obtain this mechanical permit. Date: ?l This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 07 -10 -2002 City of'1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049119 Address: 18221 ANDOVER PK W TUKW Suite No: Tenant: H & W I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construc>;ipn or the • -rformance of work. • Signatur 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: Readily accessible access to roof mounted equipment is required. 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 10: Manufacturers installation instructions required on site for the building inspectors review. 11: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. doc: Conditions Print Name: 1r- tuAble '- GliLUb -- • PERMIT CONDITIONS MO2 -142 Permit Number: MO2 -142 Status: ISSUED Applied Date: 07/08/2002 Issue Date: 07/10/2002 Date: -7 /1,0/0 Printed: 07 -10 -2002 Project game/Tenant: irl E Signatur + Valuehof Mechanical Equipment: 00 C.. Site Address : City State/Zip: Iezzt A14IDOVQZ- itte - WE ST Tt V •WIL 1t•18S Tax Parcel Number: 352 ' b4- • R11 °l Property Owner: eGJat -E Sus4E..s.srisp -(U. PLIWts. LLG> Phone: (20k) 6•S •2 Street Address: ft o . Seat eJp02¢� City State/Zip: -tuw'hsl.e di el1!!b Fax #: ( ) Contractor: F1VG tt ►a 41 k %INA Phone: ('j53) SIDS • S2 Street Address: agoz. w. Vet,L —t Hwy n4 0tct City State/Zip: Zod JU&P •1 60 o l Fax #: ( Lags) gISS • bec2E Contact Person: we b -b ¢. a6.at- A6, Phone: mow itt. •t&4 Street Address: SMNIE i.b .1MIEViE. City State/Zip: . Fax #: ( J _ ;111.11101A1 . .V f R T RIZE ; l`GENT.Iri " , ' !' ;, ` .) Signatur + Date: ifs /02 Print name: A{drE> • GM2 - b Phone: (2/44 ) ,tom g�ek, Fax #: (j. 3 ) • dye Address: 9102- w. vary 4%41 i1.4210 Cit g i1 viNwoltilrehJ. albool CITY OF 1 Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Mechanical Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ih „ wtgi f :15.Vt aV ECHAfl ICAL P.E IT�REVIEjN A . DiAPPRO. AU REQUESTED (TO`BE FILLED OUT'BYAP.P,LICAN Description of work to be done (please be specific): 114Sr1 1 4 -- -TO4 eat...& V(l•I,tT f- AIR- 'D 1S"'% VA o tt1 Fora- Ob W,4 vra.l RS f *4 S1 L t 1 3 to *A ps.c.W.tr tM vT v41 nAtuir M9 Duerr' i d - Y r t o (t*t4 1T 'PU+t£.KEl-lt - * )S ¶ t4S 2- Ey . t r X1 E ,e ms »t ( t> -serariats....%D 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 H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/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 EREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P�RiNRY 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 180 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 once. Date application accepted: Date application expires: Application taken by: (initials) 11/2/99 mech perndtdoc ✓ Submittal Requirements Floor plan and system layout Robf plah requi'reiFt; ider'tify indiViduat & uip4 location'ofleah istanetion'( _•t ca4.Co ie'd4 (e)) .... '+ r *Accjiapi -! , ; ei ; t . ►. Details elevations (for roof mounted equipment) grid prtiposdd screning . . ..•• f Heat Loss Calculations or Washington Stetc`Energ•0add.Po'rrim #H -15 • 'k-1•,`,\ o,G,'dver,•2,000 CFM (approximately 5 ton and larger) must be provided with,sr cake clvt slut �of��f and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical ' l! Godett1009)i•A' f.,•,e,,Ar. I ilil• 4...1'.%. ;.1. :•'• ;... -.., ..• t :.ftad•• .. 1 , `•. .e Specifications rrttist be provided to show that replacement equipment complies with The efficiency ratings rarStl Eher•aAtit:able requirements of the Washington State Nonresidential Energy CLodes,:,t,:. , .r i ,.,; • t 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). Structuraf•.doet,Ritentation st Ili: stamped by a Washington State licensed Structural Engineer. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal •`' f .. f 1 ■ ... -•.,. ., • ' +��+.� -' !...'� 'l .,,.••Y � t y. : ".. : 1:� . , .' ; i . � •i 1• ,1. `t RESIDENTIAL: Two complete sets of attachments required with application submittal 9/21/99 nilscpmidoo NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. 'New Single Family Residence I Heat loss calculations with specifications or Form H - 6. Change - out or replacement of existing mechanical equipment I Narrative of work to be done, including modification to duct work. Installation of ,Gas Fireplace ' . • . . •• . NOTE: a Watvr heatersand vents are included in the Uniform ,Ntechanical, Codq. ; please heaters or'vents Tieing'instlalled of'replececr. ' t • • t L • . • Y t. f .r 1 i Submittal Requirements Narrative with specification of equipment and chimney type. If using Misting chimney, provide a letter by a certified chimney sweep stating that the collation. chimney is in safe . include any water City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3523049119 Permit Number: MO2 -142 Address: 18221 ANDOVER PK W TUKW Status: APPROVED Suite No: Applied Date: 07/08/2002 Applicant: H & W Issue Date: Receipt No.: R020000947 Payment Amount: 84.50 Initials: SKS Payment Date: 07/10/2002 02:47 PM User ID: 1165 Balance: $0.00 Payee: FIVE STAR MECHANICAL TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt Current Pmts Amount MECHANICAL - NONRES PLAN CHECK - NONRES Type Payment Check 11938 Method Description 84.50 Description Account Code 000/322.100 67.60 000/345.830 16.90 Total: 84.50 Printed: 07 -10 -2002 � aa 2 J U co 0 V) ILI 9 N u- WD Q : I- O Z n D. 0 c o 0- 0 1-- = � LL.- 0 W O z P ct ' Ty Inspec ion: ddress: I Sovev Pt k J Date c ed: 7 / r , 5 /Ca pecial instructions: Datexr d: a.m. Requgr. f'S r ' I'' `� Ph one ,5 h (0 —34- - J 0/Q • INSPECTION RECORD Retain a copy with permit - INSPEMON NO. l t 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: $47.00 REINSPECTION FE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., S ' e 100. Call to s hedule reinspection. n . ector: R: eipt No: Date: ':StY'�.; �fkki� fii ;ss.'.i(';ctM�k'P�?9i1 kf i%kra ",'.*.h} :iNt Pro' Type 9f-inspection/ Ad r ss I Date calle // ' 'Special instructions: Date want/ 7 /� /n a.m. l p.m. Req r: i Phon,c(0 / Yl6. D IJ 9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit • # / ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. corrections required prior to approval. COMMENTS: 4 4,,A e./144-Lia-t VAAA',Y--c) Cwt, (-) - .00REINSPECTION if EE EQUIRED. Prior t inspection, fee must be paid at 6300 Southcenter Blvd., S ite 100. Call to s edule reinspection. Receipt No: Date: 7- 2 -61,L Date: Proj ct CC , _ / G V v Ty f Inspe lion: A L i ( h - /r/ Address: III Seal / nr/vver f X k) Date cal T I a o Special instructions: -, Date nted UZ m. � 1 Requee V ' PhQ. n0 —734 , L / /3 .v';t:i, ., .•.x,c ,.„ v,,...«...,.', 55i. Gi+` �fJ;. rN ,, ......,- 7:1: +:.4.'.z•iY.tt'x: .ey... takige f/ , INSPECTION REC01111 Retain a copy with permit INSPECTION NO.. ITY TUKWILA BUILDING DIVISION 6,300 Sout .Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Fro( w1 ry 1 ?..,o 4l Mr1)c4 ,tie., I r P r a p p f00 (241 ) \C in 1 1't r'DV Inspector: Date: yr 1 1 -D2 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite t00. Call to schedule reinspection. Receipt No: Date: PERMIT NO. a� (206)431 -3670 File: M 02-0142 35mm Drawing #1 MANE' illig nMSISMERISMOMMEMPKITKIMP. , ~0.1 , 074MANA.1111S1711.... Packaged Gas/Electric Rooftop Units PrecedentTM 3- 10Tons 60 Hz October 2001 2nd Reprint February 2002 RECEIVED CITY OF TUKWILA JUL 0 8 2002 PERMIT CENTER CiTY TUO4iLA APPROY1.0 U -9 2002 P'S P3OiLD RT-PRC006-EN /-qterw*.r.7%7C;r1+101 • • General Data Cooling PUrlbetrtw' Gross Cooling Capadty SEER Nominal CFM /ARI Rated CFM ARI Net Cooling Capacity System Ftrwer (KW) Mating P lannorloo' Heating Models Heating Input (Btu) Heating Output (Btu) AFUE % Steady State Efficiency (%) No. Boners No. Stages Gas Connection Pipe Size (in.) 12 32400 10.5 1,200/1,200 36,000 3.91 General Data 3 -Ton Corlvonible Units YSCO36A1 YSCO36A3, A4, AW 31400 10.7 1,200/1,200 36,000 3.79 Low Medium High Low Medium High 60,000 80,000 120,000 60,000 80,000 120,000 42000 63,000 95,000 48,000 64.000 96,000 80 80 80 81 81 81 80 80 80 81 81 81 2 2 3 2 2 3 1 1 1 1 1 1 1/2 1/2 1/2 1/2 1/2 1/2 1/Climatuff Hermetic 84 Lanced 0.3125 7.19 2/17 Lanced 0.3125 5.67 2/16 Short Orifice 1/44 NPT Propeller 1/22 Direct/1 Z550 110.20 1,075 FC Centrifugal 1/10x10 Direct/2 1 0.3310.50 950/1,100° 48148 Throwaway (2)20x25x1' 3.8 1 /Climatuff Hermetic 84 Lanced 0.3125 7,19 2/17 Lanced 0.3125 5.67 2/16 Short Orifice 1 /i4 NPT Propeller 1/22 Direct/1 2,550 11020 1,075 FC Centrifugal 1/10 x 10 Direct/2 1 0.3310.50 930/1,100° 48/48 FC Centrifugal 1/11x11 BeltNariable Sheave 1 1.00/- 1,750/- 56/- Throwaway (2)20x25x1' 3.8 (3 - 4 T s) Standard Efficiency 4 -Ton Convertible Units YSC048A1 YSC048A3, A4, AW 50,300 10.0 1,600/1,600 48,000 5.28 Low Medium High 60,000 80,000 120,000 47,000 63,000 95,000 80 80 80 80 80 80 2 2 3 1 1 1 1/2 1/2 1/2 Conumoor NoJType Outdoor Sound Matins (d8)' Outdoor Coll -Type Tube Size (In.) OD Face Area (sq ft) Rows/FPI Indoor Col -Type Tube Size (in.) Face Area (sq R) Rows/FPI Refrigerant Control Drain Connection No/Size (in.) Outdoor Fan -Type No. Used/Diameter (in.) DriveTypelNo. Speeds CFM No. Motors/HP Motor RPM Moot Onus Indoor Fan -Type No. Used/Diameter (in.) OriveType/No. Speeds No. Motors Motor HP (Standard/Oversized) Motor RPM (Standard/Oversized) Motor Frame Size (StandardlOversized) NI Delve Indoor Fan -Type No. Used/Diameter (In.) - Drive'rype/No. Speeds - No. Motors - Motor HP (Standard/Oversized) - Motor RPM (Standard/Oversized) - Motor Frame Sim (Standard/Oversized) Mors -Type Furnished e (No.) Size Recommended Ilatelorant Chugs (Lbs of R - 22)' NOTES: 1. Cooling Perfamanoe is rated at 95 F ambient, 40 F entering dry bulb, 67 F entering wet bulb. Cross capacity does not Include the effect of fan motor heat. ARI capacity Is net and includes the effect of fan motor hat. Units are suitable for operation to 120% of nominal dm. Units are certified In accordance with the Unitary Air-Conditioner Equipment certification program, WW1 is baud on ARI Standard 210/240. 2. EER and /or SEER are rated at Al conditions and in accordance with DOE test procedures. 3. Integrated Part Load Value is rated in accordance with ARI Standard 210/240 or 360. Units are rated at 10• F ambient, a0' F entering dry bulb, and 67' F entering wet bulb at Al rated dm. 4. Heattng Performance limit settings and rating data were established and approved under laboratory test conditions using American National Standards Institute standards. Ratings shown are for elevations up to 2000 feet for elevations above 2000 feet, ratings should be reduced at the rate of 4% for each 1000 feet above are level. 5. AFUE Is rated In accordance with OOE test procedures. 6. Outdoor Soused Rating shown is tested In accordance with A18 Standard 270. For additional Information refer to Table PD-85. 7. Refrigerant charge Is an approximate value. For more precise value, are unit nameplate and service instructions. 8. 20x 25 filter on medium and low heat models. 20 x 30 filter on high heat models 9. Motor RPM lever Is low speed. High spred RPM is 1 ,060/1,145. 10.Optional 2" pleated fitters also available. 1/Climatuff Scroll 1/Climatuff Scroll 83 83 Lanced 0.3125 6.17 2/17 Lanced 0.3125 6.68 3/16 Short Orifice 1/44 NPT Propeller 1/22 Direct/1 2,850 110.33 1,075 FC Centrifugal 1/11 x 11 Direct/2 1 0.60/0.80 1,000/1,100 48/48 Throwaway (2)20x25x1' 4.4 49,200 10.0 1,600/1,600 47,000 5.40 Low Medium High 60,000 80,000 120,000 48,000 64,000 96,000 81 81 81 81 81 81 2 2 3 1 1 1 1/2 1/2 1/2 Lanced 0.3125 9.59 1/17 Lanced .3125 6.17 3/16 Short Orifice 1/ NPT Propeller 1122 Direct/l 3,610 1/0.33 1,075 FC Centrifugal 1/11 x 11 Direct/2 1 0.60/0.80 1,000/1,100 48/48 1/11 x 11 1 1.00/- 1,750/- 56/- Throwaway (2)20x25x1' 3.8 RT- PRC006 -EN G04 -Gamine Data Cooling P /betas Rr•PR0006-EN YSC060A1 ( {- 6Tons) General Data Stanch /rd Efficiency 5-Ton Convertible 6 -Ton Convertible YSC060A3, A4, AW YSC072A3, A4, AW Gross Cooling Capacity 63,100 63,100 72.000 SEER/EER 9.90- 10.20/- - /10.2 Nominal CFM /ARI Rated CFM 2,000/2,000 2.0002,000 2,4002,100 ARI Net Cooling Capacity 60 ,000 60,000 69,000 Integrated pert Load Value' - - - System Power (KW) 6.86 6.78 6.77 Hinting PacentutuM Heating Models Low Medium High Low Medium High Low Medium High Heating Input (Btu) 60,000 80,000 130,000 60,000 80,000 130,000 80,000 120,000 150,000 Heating Output (Btu) 47000 63,000 103,000 48,000 64,000 104,000 64,800 97200 121,500 AFUE96s 81 81 80 81 81 80 81 81 81 Steady State Efficiency (%) 81 81 80 81 81 8o 81 81 81 No. Burners 2 2 3 2 2 3 2 3 3 No. Stages 1 1 1 1 1 1 1 1 2 OOwGaas Connection Pipe Sine (in.) 1/2 12 12 1/2 1/2 12 1/2 1/2 3/4 Mo./Ipe 1/Climatuff Scroll 1/Climatuff Scroll 1/Climatuff Scroll Outdoor Sound Ratitg (dB)° 83 83 90 Outdoor Col Type Lanced Lanced Lanced Tube Size (In.) OD 0.3125 0.3125 0.3125 Face Area (sq ft) 8.81 8.81 13.88 Rows/FPI 2/17 2/17 2/17 indoors -Type Lanced Lanced Lanced Tube Site (In.) 0.3125 0.3125 0.3125 Face Area (sq R) 5.00 5.00 9.89 Rows/FPI 3/16 3/16 2/16 Refrigerant Control Short Orifice Short Orifice Short Orifice Drain Connection N0JSIoe (in.) 1 /34NPT 1134NPT 1 /34NPT Outdoor Fan -Type Propeller Propeller Propeller No. Used/Diameter (in.) 122 1/22 1/26 OriveType/No. Speeds Direct/1 Direct/1 Direct/1 CFM 3,470 3,470 No. Motors/HP 1/0.33 1/0.33 1/0.70 Motor RPM 1075 1.075 1,075 Moot Olio* indoor Fan -Type FC Centrifugal FC Centrifugal N/A No. UsedDiameter (in.) 1/11 x11' 1/11 x 11' N/A DrlveType/No. Speeds Direct/2 Direct/2 N/A No. Motors 1 1 N/A Motor HP (Standard/Oversized) 0.90/1.00 0.90/1.00 N/A Motor RPM (Standard/Oversized) 985/1,080 985/1,080' N/A Motor Frame Size (Standard/Oversized) 48/48 48/48 N/A tick Dave indoor Fan -Type - FC Centrifugal FC Centrifugal No. Used/Diameter (in.) - 1/11x 11 1/12 x 12 DrivelypefNo. Speeds - BeltNariable Sheave BetNariable Sheave No. Motors - 1 1 Motor HP (Standard/Oversized) - 1.00/- 1.002.00 Motor RPM (Standard/Oversized) - 1,750/- 1,750/1,750 Motor Frame Sim (Standard/Oversized) - 481- 56/56 Filters -Type Furnished " Throwaway Throwaway Throwaway (No.) Size Raommended (2) 20 x 25 x 1 (2) 20x 25 x 1' (4)16 x 25 x 2 floltl/teett Ct11oSe (tbs of R•22)' 4.9 4.9 7.1 NOTES: 1-7. Sae Notes on Pap 12. a. YSC060A Orarstead Motor Fan Diameter is 12 x 11. 9. Attar IPM shorn is low speed. Huth speed IPM Is 1100 /1135. 10. Ftlter size dawn is for low and medium heat models. Hid, heat node( filter size =amended Is 20 x 30 x 1. 11.OptkwrM 2' pleated filters also available. 12.YSC072A when used In a horizontal application has an EER of 10.1 and System Power (MY) of 6.83. 13 66 Tabu ED-3 - unlit Wring - Standard Efficiency Standard Indoor Fan Motor Oversize Indoor Fan Motor Optional Bolt Drive Indoor Fan Unit Minknum Maximum Fuse Minimum Maximum Fuse Minimum Maximum Fuse Unit Operating Circuit Size Or Maximum Circuit Size Or Maximum Circuit Size or Maximum Tons Model No. Voltage Range Ampacity Circuit Breaker' Ampecity Circuit Breaker' Ampadty Circuit Breaker' YSCO36A1 187 -253 25.3 40 27.7 40 - - 3 YSCO36A3 187 -253 17.9 25 20.3 30 20.6 30 YSCO36A4 414 -506 9.2 15 10.4 15 10.6 15 YSCO36AW 517-633 7.7 15 8.3 15 8.3 15 YSC048A1 187 -253 34.0 50 36.1 50 - - YSC048A3 187 -253 23.9 35 26.0 40 25.3 35 4 YSC048A4 414-506 12.8 20 14.4 20 13.6 20 YSC048AW 517.633 9.8 15 10.6 15 10.0 15 YSC060A1 187 -253 47.3 60 49.0 60 - - YSC060A3 187 -253 31.5 50 33.6 50 30.3 45 5 YSC060A4 414-506 16.0 25 16.3 25 15.6 25 YSC060AW 517 -633 12.2 15 12.8 20 11.8 15 YSC072A3 187 -253 32.2 50 33.5 50 - - 6 VSC072A4 414 -506 17.6 25 18.2 25 - YSC072AW 517-633 12.8 20 13.6 20 - YSC090A3 187 -253 42.7 60 45.8 60 YSC090A4 414 -506 22.6 35 24.1 35 - YSC090AW 517-633 17.6 25 18.8 25 -71,2 YSC092A3 187 -253 38.9 50 42.0 50 - Motor YSC092A4 414-506 20.5 25 22.0 25 - YSC092AW 517-633 15.5 20 16.7 20 YSC102A3 187-253 44.4 60 47.5 60 - 81/2 YSC102A4 414-506 24.0 30 25.5 35 - YSC102AW 517-633 19.5 25 20.7 25 - YSC120A3 187 -253 50.9 60 54.9 60 - 10 YSC120A4 414 -506 26.9 35 28.9 35 - YSC120AW 517 -633 21.8 25 23.5 30 - NOTES: 1. HACR breaker per NEC. Electrical Data Ttdle ED-2 - Ebctrical Clear - Evaporator Fan Moors - Balt alive Standard Evaporator Fan Motor Oversized Evaporator Fan Motor Y /C048AW 1 575 3 to 1.7 16.1 - - - - 5 Y/C060A3 1 208-230 3 1.0 5.0 32.2 - - - - Y/C060A4 1 460 3 1.0 2.5 16.1 - - - - Unit Amps Amps Tons Model No. No. Volts Phase HP FLA LRA No. Volts Phase HP FLA LRA 3 V/CO36A3 1 208-230 3 1.0 5.0 322 - - - - - - Y/CO36A4 1 460 3 1.0 2.5 16.1 - - - - Y/CO36AW 1 575 3 1.0 1.7 13.2 - - - - 4 Y/C048A3 1 208-230 3 1.0 5.0 32.2 - - - - Y/C048A4 1 460 3 1.0 2.5 16.1 - - - - Y /C060AW 1 575 3 1.0 1.7 16.1 - - - - - - Y/S072A3 1 208 -230 3 1.00 5.00 32.20 1 208-230 3 2.00 6.30 48.00 6 V/S072A4 1 460 3 1.00 2.50 16.10 1 460 3 2.00 3.10 24.00 Y /S072AW 1 575 3 1.00 1.70 13.20 1 575 3 2.00 2.50 18.20 YSC090A3 1 208-230 3 2.00 6.30 48.00 1 208-230 3 3.00 9.40 83.00 YSC090A4 1 460 3 2.00 3.10 24.00 1 460 3 3.00 4.60 42.00 7Yz YSC090AW 1 575 3 2.00 2.50 18.20 1 575 3 3.00 3.70 31.00 Y /C092A3 1 208.230 3 2.00 6.30 48.00 1 208-230 3 3.00 9.40 83.00 Y/C092A4 1 460 3 2.00 3.10 24.00 1 460 3 3.00 4.60 42.00 Y /C092AW 1 575 3 2.00 2.50 18.20 1 575 3 3.00 3.70 31.00 Y/C102A3 1 208-230 3 2.00 6.30 48.00 1 208-230 3 3.00 9.40 83.00 8Y2 Y/C102A4 1 460 3 2.00 3.10 24.00 1 460 3 3.00 4.60 42.00 Y /C102AW 1 575 3 2.00 2.50 1820 1 575 3 3.00 3.70 31.00 Y /C120A3 1 208-230 3 3.00 9.40 83.00 1 208-230 3 5.00 13.40 112.00 10 Y/C120A4 1 460 3 3.00 4.60 42.00 1 460 3 5.00 6.60 56.00 Y/C120AW 1 575 3 3.00 3.70 31.00 1 575 3 5.00 5.40 41.00 /Indicates both standard and high efficiency airflow. RTPRC006 -EN AU dimensions are in inches/millimeters. 4 and S Ton Standard Efft dsncy — Low and Medium Heat 3 and 41 Tan High Eilkien y— Low and Median Hest 4 4 and S Tan Standrd E/frdeney —KO Herat 3 and 4Ton High Efficiency— High Heat Sion — High Ef ertCy— L.owMedfu i and High Hest Rr•PR0006 -EN EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 3/4.14 NPT DIA. HOLE EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 314.14 NPT DIA. HOLE Dimensional Data 12 NPT GAS CONNECTION 41/4' 106 MN 697/8' 1749 MM 1/2 NPT GAS CONNECTION 23 516' 501 MM 42 1/4' 1749 MM 10731*1 55/6' ". 143 IM,. 0 sir 244 MM CONTROL AND COMPRESSOR ACCESS PANEL CONIHOL AND COMPRESSOR ACCESS PANEL Tns) 41/4 TOP PANEL 5 6/1N 141 MM 75/6' 194M41 44 1N' 1121 MM TOP PANEL CONDENSER FAN 32 /4' 619 MM UNIT POWER WIRE 1 3132' (26MIA) DIX HOLE Mgt _ �I 1 1 Ill � 1,,, � l 23 NW 244 MIA IL% 9 50N CONDENSER FAN CONDENSER COIL UNIT CONTROL WIRE 718' (22104 DIA. HOLE SERVICE GM/GE PORT ACCESS 1316' (SINN) DIA. HOLE 30 /4' 921 MM CONDENSER COIL UNIT' CONTROL WM 7/e' (2M1A) DIA HOLE SERVICE GAUGE PORT ACCESS 1 3/8' (351.04 DIA. HOLE UNIT POWER WIRE 1 3/32' (2611) DIA. HOLE 71 ...noa�erYMW1A1/ 1CNI. .�. All dimensions are in inches. 3-5 Wins — DownliowAiillow Supply and Rehrrr Through the Base Utilities 72 3.5 Tony — HatirontalAirflow Supply and Return 3 STau— Unit Clearance and Roof Opening Dimensional Data CLEARANCE 48' (1219 MM) "Forts) 3N -14 NPT CONDENSATE DRAIN 44■704 ..,,:u mi ); � 71/4 87/. 438/AM ''225MM 23 1/4' i 591MM CLEARANCE ok HORIZONTAL FLOW - 16' (457 MM) DOWNFLOW 36' (914 MM) 4412' (1130 MMIIhr CLEARANCE 36' (914 MM) 6 12' 311/11' 166W N W 3 3/16' 81 MM 4 3/4• 121MM 3 1/ 397MM RT- PR000 &EN RT-PRC006 -EN All dimensions are in inches/millimeters. 3-5Tnns- Roof Curb 14' 356 MM 34 Tons — Downlow icet Connuatans — Mid Fabricated 14' 356 MM Dimensional Data 9 65314' 1070 MM 1 3/4' 45MM 4 T 5Tons) e 65 3116' 1613 MM 1656 M 4' 40314 1034 MM 41 7/16' 1052 MM ALL FLANGES 1 114' (32 MM) 73 z 1.1 00 N w � J co LL w g � LL 512 0 I- 0 Z w U 0 1- IL/ w I `.. U. 8 w 0 F. z NOTE: 1. Comer weights are given for Information only. 2. Weights are approximate. RT.PR0006 -EN Weights Table W1 — Maaintan Un tAnd Cower!Might, G -IWAnd Center O Gravity Dimensions (ant) Unit Maximum Weights (Ibsp Comer Weights (Lbs)1 Center of Gravity (In.) Tons Model No. Shipping Net A B C 0 Length Width 3 YSCO36A 534 480 151 124 96 109 32 19 YHCO36A 551 497 158 128 101 110 32 19 4 YSC048A 559 505 159 130 108 109 33 19 YHC018A 593 539 166 133 114 126 32 20 5 YSC060A 576 522 169 134 105 114 32 18 YHC080A 628 574 179 140 119 136 32 20 6 YS0072A 822 735 249 193 132 161 39 21 YHC072A 859 772 249 198 141 184 39 22 YSC090A 907 820 273 208 148 193 38 22 71/2 YSC092A 909 822 277 222 147 175 40 21 YHC092A 1010 923 306 243 165 210 39 22 YSC102A 986 899 297 243 165 194 40 21 YHC102A 1044 957 310 252 175 220 40 22 10 YSC120A 1074 987 325 265 183 213 40 21 YHC120A 1147 1060 342 277 197 245 40 22 CENTER OF GRAVITY WIDTH D CENTER OF GRAVITY CENTER OF GRAVITY LENGTH --► Table W2 — Fictorrinstalled Options Net % bights (Lb 2 Net Weight 3 -STons 6- 10Tons 26 36 Accessory Economizer Barometric Relief Powered Exhaust 7 10 80 Motorized Outside Air Damper 20 30 Manual Outside Air Damper 16 26 Roof Curb 70 115 Oversized Motor 5 8 Belt Drive Motor 31 — Smoke Detector. Return 7 7 Smoke Detector. Supply 5 5 Coll Guards 12 20 Hinged Doors 10 12 Powered Convenience Outlet 38 38 Through the Base Electrical 8 13 Through the Base Gas 5 5 Unit Mounted Circuit Breaker 5 5 Unit Mounted Disconnect 5 5 Novar Control 8 8 NOTES: 1.Weights for options not listed are >5 lbs. 2Net weight should be added to unit weight when ordering factory- Installed accessories. 79 • • ac ,m 1 r ^. ENS ENGINEERS NORTHWEST, INC.. P.S. STRUCTURAL ENGINEERS - 6869 WOODLAWN AV E. N. E.. SEATTLE. WA 98115 (206) 525 -7560 FAX (206) 522-6698 SEGALE BUSINESS PARK 731 BUILDING I 1 FILE COPY APPROVED JUL - 9 2002 AS WILD TUKWILA, WASHINGTON - DING -- STRUCTURAL CALCULATIONS FOR ROOFTOP MECHANICAL EQUIPMENT July 2, 2002 ENW Project No. 02000061 CODE: 1997 Uniform Building Code SEISMIC: Zone 3, Soil Type So WIND: 80 mph. Exposure C CITY Of TUKWILA RECEIVED CITY OF T jut_ 08 2002 PERMIT CENTER M iyz ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT # (yt X.) r,, I PROJECT Gam;G/dcc :6 7 t DATE Cc, /Z.8la L SUBJECT / 4./ (J)J`f SHEET ( OF face..) � L Fu ar=c• -r�. lnl�c. l c 4 g ?4" 2c, -57 J. 3r .1-s zl� Zx AI ( 10 3d `i ce — r— 5 3Z l (/ P � r- / U0 C.JGIGt P U c).Ei r?, - d - 1.v 1. 8 b- 7 ct 4.o 4 F l3. l F 35C� - I04- ( DL Zv S (e.)) = I co LL. Z CX�� 13 f- Wi t= ��.. (13 ( Z4 = 3(z Ft✓ &©c ( ' _ frito pLF LL✓ ENGINEERS NORTHWEST, r P.S. Seattle, Washington Voice: (206) 525 -7569 Fax: (206) 5224698 1 %v. 510001 Description Purlins (731 Bldg) Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Span Dead Load Live Load Point #1 DL LL x Results Mmax © Center @X= fb : Actual Fb : Allowable fv : Actual Fv : Allowable @ Left End DL LL Max. DL +LL © Right End DL LL Max. DL +LL LDeflections Center DL Den LJDefl Ratio Center LL Deli L/Defl Ratio Center Total Deft Location UDefl Ratio inl in ft ps ps ks fti psii psi; psi psi i Ibs Ibs Ibs Ibs Ibs Ibs 4x16 3.500 15.250 0.00 )ouglas Ft - Larch. 1.150.0 95.0 1,800.0 1.150 Sawn No 23.57 ftI #/ft! 104.00 *ft' 160.00 Ibs I 300.00 Ibsl ft: 20.570 Ratio = 1.2565 225.43 11.97 1.661.7 1.322.5 OverStress 85.7 109.3 Shear OK 1,263.82 1,885.60 3,149.42 1,487.46 1,885.60 3,373.05 in -0.416 679.5 In -0.597 474.0 in I -1.013 RI 11.785 279.2 Timber Beam & Joist Gam=(. - o Title : Segale B+ Dsgnr: TDM Description : •ss Park Scope : Mech Units Job # 02000xxx Date: 2:30PM, 28 JUN 02 Center Span Data 1 -,PFVOrL'0 ,q t r ec-T fricH F �lt5c�)( t.t>> = 13 13 -3 L v s- &ate le.7 Qn uG FC r. F Ps( Page 1 1 1 Pia cx.Oc € Fb' Cup is l7zSPS( c- Reactions 1:;b6:-S kror -rc- - C.L eel e c�ao� 1../cx.Jc_Aje c * LOAD IS o►.._y - 0ItE, o e f'6 ( Xz ; L.c' kD y*-c PO e<-. r,-{ 2 `zrALS. Gti p I-1 k5 Sue) c U( LK�2 c e7 ., O •O 1 �KLC Li �S J7-' '1 S7. OF 9 c, Solution: Envelope ENW 02000xxx M7 Engineers Northwest N-y M7 MS MG M7 Me M9 M10 M71 M12 Mn a.;.5 7.4o Segale 731 Beams on Grid F June 28, 2002 11:13 AM BeamsGrid F.r3d 3 Steel Code ASD: AISC 9th, AISI 99 1 Allowable Stress Increase Factor (ASIF) 1.333 Include Shear Deformation Yes Include Warping Yes No. of Sections for Member Calcs 5 Redesign Sections Yes P -Delta Analysis Tolerance Vertical Axis 0.50% Y -- N8 0 0 Reaction 0 0 I No N7 48 0 1 0 0 1 No N6B 57 0 0 0 N5 No N6A 87 0 1 0 0 1 No N6 96 0 M4 M4 0 0 No N5 144 0 I Reaction 0 0 1 No N4B 153 0 0 0 _ Reaction No N4A 183 0 Reaction 0 0 I No N4 192 0 N4B 0 0 No N3 240 0 i 0 0 N4 1 No N2B 249 0 0 0 No N2A 279 0 0 0 W3 i Y No N2 288 0 0 0 No N1 336 0 N2B j 0 0 WOODSI.. W3 I Y No N8 Reaction N7 Reaction Reaction Reaction Reaction ■ Reaction N7 Reaction i Reaction I Reaction M2 N6 Reaction Reaction ; Reaction { N5 Reaction . Reaction N6A Reaction WOODSI.. W2 1 Y N4 Reaction Reaction M4 M4 Reaction N6 WOODSI.. — W3 1 Y N3 Reaction I Reaction Reaction M5 N6 N5 N2 Reaction Reaction I _ Reaction 48 M6 N5 N1 Reaction Reaction I Reaction 9 M7 M1 N8 N7 i WOODSI.. W1 1 Y BenPIN 48 M2 N7 N6B WOODSI.. W1 I Y { 9 M3 N6B N6A ' WOODSI.. W2 1 Y BenPIN BenPIN i ; 30 M4 M4 N6A N6 WOODSI.. — W3 1 Y I M5 N6 N5 WOODSI.. i W3 Y 48 M6 N5 N4B ; 1 WOODSI.. 1 W3 I Y 1 9 M7 N4B N4A WOODSI.. W2 ; Y BenPIN BenPIN I 30 M8 N4A N4 1 WOODSI.. W3 1 Y i 9 M9 N4 N3 ! WOODSI.. W3 i Y 48 M10 N3 N2B j WOODSI.. W3 I Y 9 M11 N2B N2A ; WOODSI.. 1 W2 Y BenPIN BenPIN 30 M12 N2A N2 1 WOODSI..1 W1 Y 9 M13 N2 N1 WOODSI.. i W1 1 Y BenPIN 48 Company : Engineers Nortl, dst Designer : ENW • Job Number : 02000xxx Global Joint Coordinates Joint Label Member Data X Coordinate ( ft ) Segale 731 Beams on Grid F Y Coordinate ( Z Coordinate Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation - -- (klin) (k/in _ink (k- ft/rad) Joint Temperature MY Rotation (k- ft/rad) June 28, 2002 11:13 AM Checked By: Detach from A- MZ Rotation (k- ft/rad) X -Axis Shape / Material Phys End Releases Member Label I Joint J Joint K Joint Rotate Section Set Memb I -End J -End ( degrees) Set TOM xvz xvz xvz xv; End Offsets Inactive I -End J -End Code Length in in (ft RISA -3D Version 4.5a rC: \mvoroiects \Seaale 731 \BeamsGrid F.r3d1 Paae 2 e .a- r cjrcr 9C KOMM RVOte+ M2 1 Y Y -.48 -.355 -.355 0 0 0 M3 I Y 2 -.342 -.342 0 SL 0 M4 -.48 Y 4 -.352 -.352 0 Y 0 1 M5 SL Y 0 -.352 -.352 0 0 M6 I Y 0 -.352 -.352 0 i 0 M7 0 Y M10 -.342 -.342 0 0 M8 0 Y -.352 -.352 0 1 0 M9 Y -.352 -.352 0 0 M10 Y -.352 -.352 0 j 0 M11 Y -.342 -.342 0 I 0 M12 Y ! -.355 -.355 0 0 M13 Y -.355 -.355 0 1 0 1 Y Dead -.48 DL Dead Load 0 0 2 ' 13 I -.48 2 I Live1 I SL Snow Load -.48 i 4 0 0 3 Y Live2 -.48 SL Snow Load 0 0 M7 9 -.48 M1 Y -.48 -.48 0 0 M5 Y I -.48 1 -.48 0 0 M9 Y -.48 -.48 0 0 M13 Y ' -.48 ! -.48 0 0 M2 Y -.48 -.48 0 0 M3 . Y I -.48 [ -.48 0 0 M4 Y -.48 -.48 0 0 M6 Y i -.48 -.48 0 0 M7 Y -.48 -.48 0 0 M8 Y 1 -.48 I -.48 0 0 M10 Y I -.48 -.48 0 0 Company : Engineers Northwest Designer : ENW Job Number : 02O00xxx Wood Material Parameters Wood Set NDS Species Label Database Fb (ksi) W1 W2 W3 WOODSIZE_5X34 2.4 1.15 .165 1.65 WOODSIZE_5X24 ; 2.4 1.15 ; .165 WOODSIZE 5X31 2.4 1.15 1 .165 1.64 1.64 1800 ! 1 .3 1800 1 .3 .3 1 Basic Load Case Data BLC No. Basic Load Case Category Description Code Ft (ksi) Category Description Fv (ksi) Member Point Loads, Category : DL, BLC 1 • Dead Member Label I Joint J Joint M1 N8 N7 M3 1 N6B N6A Segale 731 Beams on Grid F Fc (ksi) Gravity X Y Member Direct Distributed Loads, Category : DL, BLC 1 : Dead Member Label Direction Start Magnitude End Magnitude (k/ft, F) (k/ft, F) Y -.355 -.355 M1 Member Direct Distributed Loads, Category : SL, BLC 2 : Livel E (ksi) 1800 1 1 .3 Direction Magnitude {k, k -ft) Y -.505 Y ! -.48 Start Location (ftor %) 0 Member Label Direction Start Magnitude End Magnitude Start Location k/ft, F) (k/ft, F) (ft or % Member Direct Distributed Loads, Category : SL, BLC 3 • Live2 Member Label Direction Start Magnitude End Magnitude Start Location k/ft. F) (k/ft . Fl (ft or % RISA - 3D Version 4.5a FC: \mvoroiects\Seaale 731 \BeamsGrid F.r3d1 Therm Weight Poisson's Coef. Density Cm Cr E mod Ratio (10 1 \5 F) (k/ftA3) Load Type Totals Direct 5 June 28, 2002 11:13 AM Checked By: Location (ft or %) 45.25 27.25 End Location (ft or %) 0 End Location . (ft or% End Location .3 .035 .035 .3 .035 or Paae 3 1 ' DL y 1 1 0.000 14 1' 0.000 1 .9 1 ; ! 1 0 0 ; ! 1 1 1 ! 0 0 j 1 0 1 1 I 0 1 1 1 N7 I max I min 0.000 ' 1 0.000 1 1 1 0.000 i 1 0 , 1 : 0 1! 1.646e -2 1 3 3.793e -3 1 4 1 - "1 0.000 2 I DL +FLL l y 1 1 11.15 1 1 1 1 1 2 1 ! 3 1 I I ; 1 1 0 ! 1 ' 0 1; 1.503e -2 ' 3 min 0.000 1. -.681 1 4 1 0.000 1 I 0 1 3 1 DL +LL1 ' y N6A 1.15 1 : 1 0.000 2 1 ; 1 1 1 i 1.903e -2 • 4 I min 0.000 1 1 -1.917 ' 4 0.000 • 1 0 1 0 ! 1'- 1.543e -2 i 3 N6 max 0.000 1 4 1 DL +LL2 l y' I 11.15 1 i 1 i 3 1 1 i 1 1 0.000 1 2 1 0.000 I I 0 1 1 0 1 1 1- 1.745e -2 1 3 N5 , max 0.000 1 • 0.000 1 0.000 • 1 0 1 0 N8 I max I' mini 0.000 0.000 ' 1 1 0.000 14 1' 0.000 1 3 1 0.000 0.000 ; ! 1 1 1 0 0 ; ! 1 1 1 ! 0 0 j 1 0 1 1 I 0 1 1 1 N7 I max I min 0.000 ' 1 0.000 1 1 1 0.000 i 1 0 , 1 : 0 1! 1.646e -2 1 3 3.793e -3 1 4 1 - "1 0.000 ! 1 1 0.000 1 2 1 0.000 ! 1 1 0 ! 1 1 0 1 1- N6B !max 0.000 • 1 ' 1.664 1 3 0.000 ; 1 1 0 ! 1 ' 0 1; 1.503e -2 ' 3 min 0.000 1. -.681 1 4 1 0.000 1 1 I 0 1; 0 1 1!- 7.213e -3 ' N6A max 0.000 1 1.727 3 0.000 1 0 1 0 1 i 1.903e -2 • 4 I min 0.000 1 1 -1.917 ' 4 0.000 • 1 0 1 0 ! 1'- 1.543e -2 i 3 N6 max 0.000 1 0.000 ' 1 0.000 1 0 1 0 1 1.438e -2 ; 4 min 0.000 1 1 0.000 1 2 1 0.000 ' 1 1 0 1 1 0 1 1 1- 1.745e -2 1 3 N5 , max 0.000 1 • 0.000 1 0.000 • 1 0 1 0 , 1 1.769e -2 , 3 1.414e -2 i 4T min 0.000 ' 1 1 0.000 1 2: 0.000 ' 1 1 0 ' 1 0 1 1 !- N4B max 0.000 , 1 1.763 3 0.000 1 1 0 1 0 , 1 1.58e -2 ; 3 1 min 0.000 . 1 I -1.881 1 4 1 0.000 ■ 1 1 0 ! 1 1 0 1 1 !- 1.866e -2 1 4 1 N4A ; max 0.000 1 1 1.788 3 0.000 1 1 0 1 0 1 1.842e -2 1 4 min 0.000 1 1 1 -1.856 1 4 0.000 ! 1 1 0 1 1 i 0 1 1 -1.604e-2 1 3 1 N4 max 0.000 1 0.000 1 1 0.000 1 1 1 0 11 0 1 1 1.391e-2 4 min 0.000 1 1 i 0.000 1 2 1 0.000 1 1 I 0 1 1 1 0 1 1 - 1.792e -213 N3 max 0.000 1 1 1 0.000 1 1 Mr r 0.000 1 1 0 ■ 1 ! 0 1 1 1.792e -2 3 min 0.000 ' 1 0.000 0.000 T 0 1 1 0 1 -1.391e-2 4 N2B max 0.000 ! 1 1.788 1 3 0.000 1 1 I 0 ; 1 0 ! 1 1.604e -2 1 3 min 0.000 1 1 1 -1.856 1 4 1 0.000 1 1 I 0 1 1 0 1 1 - 1.842e -2 { 4 N2A max 0.000 ! 1 1 1.656 1 3 1 0.000 1 1 0 1 0 11 1 7.282e -3 1 4 min 0.000 1 1 I -.689 1 4 1 0.000 1 1 1 0 1 1 0 1 1 -1.496e-2 3 1 N2 max 0.000 1 1 0.000 1 1 0.000 1 1 0 1 1 0 1 3.873e -3 4 1 min 0.000 1 1 0.000 2 I 0.000 1 1 0 1 1 0 1 -1.638e-2 3 N1 max 0.000 1 1 I 0.000 4 1 0.000 ' 1 0 1 0 1 1 0 1 min 0.000 1 1 1 0.000 , 3 1 0.000 1 1 0 1 1 0 1 0 1 Company : Engineers Nod,...est Designer : ENW Job Number : 02000xxx M12 Load Combinations Num Description Joint Label Envelope Joint Displacements Envelope Reactions Env WS PD SRSS CD Segale 731 Beams on Grid F Member Direct Distributed Loads, Cateaory : SL, BLC 3 (continued) Member Label Direction Start Magnitude End Magnitude Start Location End Location (101,1) (k/ft, F) (ft or %) (ft or %) M11 Y -.48 [ -.48 0 1 0 0 -.48 -.48 0 BLC Factor BLC Joint Label X Translate Y Translate Z Translate in Lc in Lc in Lc X Rotate ( radians ) Factor BLC Y Rotate Lc (radians �O June 28, 2002 11:13 AM Checked By: Factor BLC Z Rotate ( radians ) RISA - Version 4.5a EC: \mvoroiects\Seaale 731 \BeamsGrid F.r3d1 Paae 4 Factor X Force Y Force Z Force X Moment Y Moment Z Moment Lc (k) Lc (k) Lc (k_ftL Lc (k -ft) _ Lc (k -ft) Lc N8 max l 0.000 11 -1 18.799 3 7- 0.000 , 1 , 0.000 ; 1 1 0.000 1 1 ' 0.000 1 1 min 1 0.000 1 1 5.524 141 0.000 11 0.000 1 1 r 0.000 1 1 1 0.000 1 N7 max 1 0.000 11 43.43 i 2 0.000 1 1 1 0.000 1 0.000 ' 1 0.000 1 1 C mini 0.000 1 1 18.635 1 1 1 0.000 11 1 0.000 11 0.000 1 --- i - 1 0.000 1 1 ■ N6 1 min 0.000 I 1 17.264 1 1 0.000 1 1 I 0.000 1 i 0.000 NC I ! 1 0.000 H N5 max 0.000 1 39.704 i 2 i 0.000 4 1 I 0.000 ,__1 , 0.000 1 ' 0.000 NC I I 1 0.000 1 I min 0.000 1 16.664 11 f 0.000 1 0.000 0 1 0.000 4 1 3 N4 , max 0.000 1 39.786 ; 2 0.000 1 0.000 1 0.000 1 , 0.000 ! 1 1 min 0.000 1 I 16.746 1 1 0.000 1 I 0.000 1 1 i 0.000 1 1 I 0.000 1 N3 max 0.000 1 ' 39.786 2 - 0.000 ,_ 1 ' 0.000 1 ! 0.000 0 1 J 0.000 1 I 0.000 1 1 4 max . 0 min 0.000 1 16.746 1 1 0.000 1 t 0.000 1 ', 0.000 N2 max 0.000 1 1 42.901 2 0.000 1 0.000 1 1 0.000 , 1 0.000 1 NC min 0.000 1 18.106 1 0.000 1 0.000 1 I 0.000 0 1 0.000 1 N1 max 0.000 1 18.779 3 0.000 1 0.000 1 TT 0.000 1 1 1 1 0.000 1 min 0.000 1 5.504 4 0.000 1 0.000 0,000 • 1 I 0.000 1 Reaction Totals : max 0.000 1 279.979 2 0.000 1 0 1 1 831.127 1 min 0.000 1 118.699 1 0.000 1 M1 1 I maxi 0 0 ! 1; 0 11 j 0 ! 1 NC 1 NC I ! min ; 0 1 1 0 : 1 ; 0 1 1 1 0 1 1 NC , NC I I 2 maxi 0 1! -.309 4 0 1 1 1 1 0 1 1 1862.766 1 4 1 3 NC NC ' min 0 ' 1 -2.435 3 I 0 0 ! 1 236.537 ' 3 max 0 1 -.261 4 0 1 0 1 2208.444 . 4 NC min ' 0 ' 1 -3.346 3' 0 1 0 ' 1 172.145 3 NC 4 max . 0 1 .043 4 0 3 0 1 - 1 0 0 . 1 NC 3 NC I min 0 1 -2.289 1 251.628 ! NC 5 max 0 1 0 1 0 1 0 1 1 NC ; NC min 0 1 0 1 0 ! 1 1 0 1 1 NC l NC M2 11 I max 0 1 1 0 1 0 1 1 1 0 1 1 NC 1 NC min 0 ! 1 i 0 1 i 0 1 1 1 0 1 1 NC I NC 2, max I 0 i 1 1 .433 , 3; 0 1 1 0 1 6386.311 1 3 1 NC min , 0 ' 1 -.13 , 4 0 1 0 1 1 831.127 1 4 NC 3 max 0 1 1 I .851 1 3 0 1 0 1 5701.154 3 NC min 0 1 1 I -.295 1 4 I 0 1 1 0 1 1 365.656 4 NC 4 max 0 1 1 1.259 � 3 0 1 0 1 9263.221 3 NC min 0 1 1 -.483 ; 4 1 0 1 0 1' 223.599 4 NC 5 max 0 1 1 i 1.664 1 3 0 1 0 1' NC NC min 0 11 -.681 1 4 0 1 0 1 • 158.567 4 NC M3 1 max 0 1 1 1.664 ' 3 0 1 0 1 NC 1 NC min 0 1 1 -.681 i 4 0 1 0 1 NC NC 2 max 0 ' 1 1.163 1 3 0 1 0 1. 719.584 3 NC min 0 1 1 -2.218 1 4 0 1 0 1 293.268 4 NC 3 max 0 1 1 .969 1 3 0 1 0 1 1 518.343 3 NC min 0 1 -3.024 ' 4 0 1 0 1 • 208.741 4 NC 4 max ; 0 1 1.191 ' 3 0 1 0 1 762.216 3 NC min , 0 1 -2.839 ' 4 0 1 0 1 292.434 4 NC 5 max 0 1 1.727 : 3 0 1 i 0 1 5717.993 3 I NC min 0 1 -1.917 ' 4 0 1 1 0 1 NC NC M4 1 max I 0 1 1.727 , 3 0 1 0 1 1 NC NC 1 min I 0 1 -1.917 4 0 1 0 1• 56.328 4 NC . 2 max 0 1 I 1.311 1 3 0 1 0 1; 6570.201 3 NC min 0 1 1 I -1.4 i 4 0 1 1 0 1 1 77.134 4 NC 3 max 0 1 1 .89 1 3 0 1 0 1 14047.912 3 NC mini 0 1 1 I -.897 1 4 0 1 0 1 1 120.373 4 NC 4 max 0 1 .455 1 3 0 1 1 0 1 14540.434 3 NC min 0 1 -.425 1 4 0 1 1 0 1 1 254.407 4 NC Company : Engineers Norb.. ast Designer : ENW Job Number : 02000xxx Envelope Reactions, (continued) Joint Label Envelope Member Deflections RASA -3n Version 4.5a X Force Y Force k) Lc (k (in) (in) Segale 731 Beams on Grid F Lc Z Force (k) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc ir.:Vnvnrniarts \Sgnala 731 \ Rgame(riri F,riril (in) June 28, 2002 11:13 AM Checked By: X Moment Y Moment Z Moment 7 Lc (k -ft ) Lc (k -ft) Lc (k- (radian pang Company : Engineers Nortl, est Designer : ENW • Job Number : 02000xxx Envelope Member Deflections. (continued) Member Label Section M5 1 5 1 2 3 4 5 M6 1 1 1 min M7 1 max min 2 max ' min 3 max min 4 _max min x- Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc (in) (in) __(in)__ _ (radians) max 0 1 1 : 0 j 1 0 1 1 I 0 1 1 NC NC min 0 ' 1 0 1 1 0 11 1 0 ' 1 NC NC max 0 , 1 0 1 1 0 1 1 L 0 1 NC I_ NC min 0 1 0 1 1 0 1 1 0 1 NC NC max 1 0 ' 1 1.3 , 4 0 1 1 L 0 1 443.107 4; NC min 0 1 -2.475 3 0 ; 1 0 1 232.75 3; NC max 0 1 1.615 , 4 0 . 1 0 1 356.667 4 NC min 0 1 -3.568 3 0 . 1 0 1 161.452 3 , NC max 0 ' 1 1.287 4 0 1 1 0 1 447.495 4! NC 1 min 0 ' 1 -2.488 3 0 1 1 0 1 231.557 13 ; NC max 0 ; 1 0 1 0 1 0 1 NC 1 NC min 0 ! 1 0 1 0 1 0 1 NC ! NC max 0 1 0 1 0 min 0 11 0 1 1 min 3 max I min 4 5 max 0 i 1 ; -.417 4 i 0 11 0 1 .906 0 1 0 1 -.881 4 0 1 0 i 1 ' 1.337 min I 0 1 -1.374 max 0 1.763 0 1 0 1 258.919 4 1 NC 1 0 1 4339.4371 3 1 NC 0 1 122.578 1 4 1 NC 3 0 111 0 7050.711 4 0 1 1 1 0 1 78.581 3 1 NC 4 1 NC 0 1 NC ! NC 2 max 0 ; 1 : .463 3 0 I 1 ; -1.881 4 0 1 1.763 3 0 1 -1.881 4 0 1 1.262 3 0 1 -3.094 4 0 1 1.064 3 0 1 -3.579 0 1 1.275 0 1 -3.081 Segale 731 Beams on Grid F RISA -3D Version 4.5a rC:\mvoroiects \Seaale 731 \BeamsGrid F.r3d1 4 3 4 0 0 1 0 1 NC 1 0 1 NC 1 NC 1 0 1 4860.94 3 ! NC 0 1 0 1 0 1 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 57.402 4 1 NC NC NC NC NC 719.12 3 NC 295.451 4 NC 515.148 3 NC 210.509 1 4 NC 737.823 3 NC 295.451 4 NC a June 28, 2002 11:13 AM Checked By: NC Paoe 6 5 1 max ' 0 , 1 1.788 3 0 ; 1 1 1 1 0 0 1 1 NU NU 1 min I 0 1 -1.856 4 0 NC NC F M8 1 max 0 1 1 1.788 ; 3 0 1 1 i 0 1 NC NC min 0 1 1 - 1.856 ! 4; 0 1 0 1 58.187 4 , NC 2 max 0 1 1 ; 1.356 1 3 i 0 1 0 1 7050.711 3 I NC min 0 1 1 : -1.355 1 4 ' 0 1 0 ! 1 79.685 4 1 NC 3 max 0 ! 1 1 .919 1 3 I 0 1 0 ' 1 4339.437 3 NC min 0 1 1 i -.868 1 4 4 0 1 0 + 1 124.369 4 NC 4 max 0 I 1 1 .469 1 3 0 1 1 0 ! 1 4860.94 3; NC min 0 1 1 -.411 14 0 1 1 0 : 1 262.919 4 1 NC 5 max 0 11 ! 0 i 1 0 i 1 0 ; 1 NC NC min 0 ! 1 1 0 i 1 0 11 0 ; 1 NC I NC I M9 1 max 0 1 1 0 1 1; 0 1 1 0 ; 1 NC NC min 0 i 1 1 0 1 1 1 0 1 1 0 1 NC I NC 2 max 0 ' 1 1.255 1 4 ' 0 i 1 0 1 458.854 4 NC -i min 0 1 - 2.519 : 3 0 1 0 1 228.629 ' 3. NC 3 max 0 1. 1.564 4: 0 1 1 0 1 368.294 4 1 NC min 0 1; -3.619 3 0 1 0 1 159.178 3 1 NC 1 4 I max 0 1 1 1.255 4 0 1 0 0 1 1 458.854 228.629 4 3 1 1 NC NC i - ( 1 min 0 _' 1; -2.519 3 0 ! 1 5 max 0 11 ; 0 ; 1 0 1 0 1 NC , NC 1 min 0 ' 1 0 1 0 1 0 1 NC 1 NC M10 1 max 0 1 1 1 0 1 1 1 0 j 1 0 . 1 NC NC min 0 ! 1' 0 ' 1 1 0 1 0 1 NC NC 2 max 0 i 1! .469 ' 3 i 0 1 0 1 4860.94 3 NC min 0 1 1 ; -.411 1 4 1 0 1 0 1 262.919 4 NC 3 max I 0 1 1 1 919 1 3 1 0 11 0 1 1 14339.437 3 NC Company : Engineers Nortl, est Designer : ENW • Job Number : 02000xxx Envelope Member Deflections. (continued) Member Label Section M5 1 5 1 2 3 4 5 M6 1 1 1 min M7 1 max min 2 max ' min 3 max min 4 _max min x- Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc (in) (in) __(in)__ _ (radians) max 0 1 1 : 0 j 1 0 1 1 I 0 1 1 NC NC min 0 ' 1 0 1 1 0 11 1 0 ' 1 NC NC max 0 , 1 0 1 1 0 1 1 L 0 1 NC I_ NC min 0 1 0 1 1 0 1 1 0 1 NC NC max 1 0 ' 1 1.3 , 4 0 1 1 L 0 1 443.107 4; NC min 0 1 -2.475 3 0 ; 1 0 1 232.75 3; NC max 0 1 1.615 , 4 0 . 1 0 1 356.667 4 NC min 0 1 -3.568 3 0 . 1 0 1 161.452 3 , NC max 0 ' 1 1.287 4 0 1 1 0 1 447.495 4! NC 1 min 0 ' 1 -2.488 3 0 1 1 0 1 231.557 13 ; NC max 0 ; 1 0 1 0 1 0 1 NC 1 NC min 0 ! 1 0 1 0 1 0 1 NC ! NC max 0 1 0 1 0 min 0 11 0 1 1 min 3 max I min 4 5 max 0 i 1 ; -.417 4 i 0 11 0 1 .906 0 1 0 1 -.881 4 0 1 0 i 1 ' 1.337 min I 0 1 -1.374 max 0 1.763 0 1 0 1 258.919 4 1 NC 1 0 1 4339.4371 3 1 NC 0 1 122.578 1 4 1 NC 3 0 111 0 7050.711 4 0 1 1 1 0 1 78.581 3 1 NC 4 1 NC 0 1 NC ! NC 2 max 0 ; 1 : .463 3 0 I 1 ; -1.881 4 0 1 1.763 3 0 1 -1.881 4 0 1 1.262 3 0 1 -3.094 4 0 1 1.064 3 0 1 -3.579 0 1 1.275 0 1 -3.081 Segale 731 Beams on Grid F RISA -3D Version 4.5a rC:\mvoroiects \Seaale 731 \BeamsGrid F.r3d1 4 3 4 0 0 1 0 1 NC 1 0 1 NC 1 NC 1 0 1 4860.94 3 ! NC 0 1 0 1 0 1 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 57.402 4 1 NC NC NC NC NC 719.12 3 NC 295.451 4 NC 515.148 3 NC 210.509 1 4 NC 737.823 3 NC 295.451 4 NC a June 28, 2002 11:13 AM Checked By: NC Paoe 6 Company : Engineers Norts...est Designer : ENW Job Number : 02000xxx Envelope Member Deflections, (continued) Member Label Section M11 M12 M13 M1 4 min max min 5 max 1 min 0 1.356 1 3 0 11 0 -1.355 1 4 0 i1 0 1 1 7050.711 3 1.788 3 0 1 j 0 ' NC -1.856 1 4 ! 0 1 1 0 1 58.187 1 4 1 NC NC 1 0 1 79.685 1 4 i NC 0 1 NC 0 1 1 max 1 min 2 max min 3 max min 4 max 0 1 min 5 max min 0 0 0 0 1 1 1 1 1 0 1 Envelope Member Section Forces Member Label Section 1 max min 2 max min Axial Lc (k) 0 1 0 1 Segale 731 Beams on Grid F x- Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc (in) (in) (ink (radians) 0 1 1 -.868 V 4 l 0 1 1 1 0 1 1 124.369 1 4 j NC i 1.788 -1.856 1.248 -2.783 1.01 3 4 3 4 3 -2.983 4 1.182 j 3 , 0 1 -2.199 4 0 1 1.656 3 0 1 -.689 i 4 . Shear y -y Lc (k) 18.799 1 3 ! 3 max 0 1 -1.241 11 min 0 1 -2.996 2 4 max 0 1 -5.501 1 min 0 1 - 13.016 2 5 , max 0 1 - 10.266 1 min 0 1 - 23.541 2 0 11 0 1 0 1 0 1 0 11 0 1 0 1 0 1 759.577 1 3 0 1 ; 0 1 295.451'4 0 1 1 0 11 NC J 0 1 0 . 1 NC 1 max min 2 max 0 1 1.254 0 1 0 9331.507' 3 3 max 1 min 4 I max 0 0 1.656 3 1 0 -.689 14 i 0 1 1 0 1 1 NC 1 1 NC 0 1 1 156.765 1 4 1 NC min 0 1 -.489 i 4 1 0 1 0 1 220.876 1 4 1 NC 0 .847 3 0 1 1 1 0 i 1; 5742.536 3 1 NC -.299 1 4 1 0 1 1 1 0 i 1 0 360.71 1 4 1 NC 0 .431 1 3 1 0 1 1 1 0 1 1 6431.739 1 3 min I 0 1 -.132 0 i 1 1 0 1 818.057 1 4 NC NC NC 5 max 0 1 0 0 0 1 NC NC min 0 1 0 1 1 : 0 1 1 0 1 NC I NC 1 max 0 1 0 1 0 1 0 1 NC NC min 0 1 0 1 0 1 0 1 NC NC 2 max 0 1 .052 4 0 1 0 1 NC NC min 0 1 -2.281 3 0 1 0 1 252.558 , 3 ' NC 3 max 0 1 -.251 4 0 1; 0 1 2293.52 4 NC min 0 1 -3.336 3 0 1 1 0 1 172.6455 I NC 4 max 0 1 -.303 4 0 1 0 1 1899.965 ' 4 1 NC min 0 1 -2.429 3 0 1 0 1 237.126 1 3 NC 5 1 max 0 1. 0 1 0 : 1 1 0 ' 1 NC i NC min 0 1. 0 1 1 1 0 . 1! 0 1 NC ! i NC Shear z -z Lc Torque (k) (k -ft) 0 11 0 5.524 ' 4 I 0 1 1 0 RISA -3D Version 4.5a fC: \mvoroiects \Segale 731 \BeamsGrid F.r3d1 0 1 0 1 0 1 1 0 1 0 1 0 1 June 28, 2002 11:13 AM Checked By: 2726.55 3 NC 882.503 3 295.451 1 4 557.706 i 3 210.509 4 NC NC NC NC NC NC NC NC NC NC Lc Moment y -y Lc Moment z -z Lc (k -ft) (k -ft) 1 0 1i 0 1 0 1 I 0 0 • 1 , 8.779 1 3 i 0 i 1 0 i 1 0 1 1 -40.731 4 1 0 1 1 1.264 1 4' 0 1 1 0 1 1 0 1 1- 165.471 1 3 L 0 1 1 1 0 1 1 1 0 1 1 - 30.343 1 4' • 0 1 0 ' 1• 0 1 1 - 210.703 1 3 . 0 1 1' 0 1 0 1 1 1 31.166 ! 4 0 1 0 1 0 1 1 1 - 135.694 1 3 0 1 0 1 0 ' 1 1 145.184 i 2� 0 1 1 ' 0 7 1 0 1 ! 60.944 , 1 Pace 7 1 1 1 1 1 M2 1 max 1 min 2 I max 1 min 3 I max 1 min 4 f max I min 0 1 I 19.889 ! 4 1 0 1 0 1 1 0 0 1 ! 8.369 0 1 0 0 0 1 1 18.01 14 0 1 0 7.57 1 1 ! 0 1 0 1 0 1 16.132 1 4 0 1 1 6.771 1 1 I 0 1 0 , 1 14.253 1 4 0 0 1 5.973 I 1 0 1 0 1 0 0 1 0 0 1 0 0 1 11 0 0 0 1 1 1 1 0 1 1 0 1 1 1 145.184 1 2 1 1 60.944 1 1 102.547 43.012 2 1 64.137 1 2 26.877 1 1 29.955 2 12.54 I 1 11 'O D 0 0 c P 0 1 obo 0 0 0 N A 0 0 O 0 0O 00 J ea • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 r.) 0 0 (n N N 6) 0) (D m 0 l0 D CD m N Ca) co NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I m m ID r N C> N n> 0 N 0 0 Ib m ENW ENGINEERS NORTHWEST, INC., P.S. 'r STRUCTURAL ENGINEERS PROJECT # G,tc -COC. l PROJECT 731 SUBJECT / U,U L T S SHEET I t OF BY Tqpt'l SrfZ Z Gee G %), 34'(L 10E7 tki A = 17(z). 6869 WOODLAWN AVE. N. E.. #205. SEATTLE. WA 98115 (206) 5257560 Fax (206) 522 -6698 9 Z d- ' - 4 z A = (Z3 �„ = .9 Gca � twc3 "/Fr),. 4.‘ ! C Rs e Ci4rtT7 L Gv ) ai'(1 () = l f c 249o( ( DATE Co /jB`oZ. = I (G G _ . = 1.0 P5 .S °vac wa9 /.ba0 = t.c'7 k pcc2_ c 14 •SPA O '1 crow o�. + c 1 F (...,) ( 4 ) = 4c, O en SoS�� c).== •— 1. 3A) Atop. C SC g z> Z. % P( 4 _ 7 2 4 Es 4- F 0k 6.5 (1 Z3 7-F ) — l 2 < < F,; = 1"7 P5( I Z3 eKz • ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS DATE Cc,iZeVU 00 L7 SHEET 1 OF By 1D/1 PROJECT # 4.7 PROJECT SUBJECT .c sic C F c t -27P 6-(- 1 F = (I 3 ( (11_ 3 3.n _4 4'p t. (3&y = _ 2S z (:_. )C, = r -C (c) C.) sc- Fe =- 4 � C L c --L-G- ,,4 C *) = 173 (u.uc'7r h) 2: )& C) Li , � cc+-er c .) �� = C (73 >C 3z", ,12= ( ms s X Ze =lot it (, c� I Od r-<kre_ e 6 <<7 /,Uk« (7.a %, � = 1.4-7 Z (A Lrok{ - Icy d CA C car. 0,4) ccr ( /-roe- _ (16,( 3z-) = /1(2- - ( 4't' ) (c " > - ° 1 c00 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 981 15 (206) 525 -7560 FAX (206) 522-6698 _ 1 7 - (uu -c`- k r facer) -c_D 1 f , (•c) ) U,u '-rA ci U� cT is t\ -ET c y S Z - 1.8 .v �� •. - t :ik.'i..i£ ......au' S.�.u,.11Sw.rez.u.a. 6 U em 9 � W 0- J 3 . z W o � w LL O • z co 0~ z ACTIVITY NUMBER: MO2 -142 PROJECT NAME: H & W SITE ADDRESS: 18221 ANDOVER PK W DATE: 07 -08 -02 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEE Tro: BJilding Division Public Works PERMIT COORD COSY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Mr �l2 414 Fire Prevention Planning Division ❑ Structural ❑ Permit Coordinator Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO9TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2 -28-02 COORD DUE DATE: 7 -09-02 DUE DATE: Not Applicable ❑ 08 -06 -02 DATE: z 6 U 00 U) W = J WO u- = W I- O z W U� N ui u. 6 w z J- o 1- z r ACTIVITY NUMBER: MO2 -142 PROJECT NAME: H & W SITE ADDRESS: 18221 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 07 -08 -02 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete O APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28-02 xQ PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUESITHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 7 -09 -02 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: DUE DATE: 08- 06-02 Approved ❑ Approved with Conditions as Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: r- --(.4/1 -- -- • DATE: Not Applicable ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: PERMIT NO,: M O 2 1 L MECHANICAL PERMIT APPLICATIONS INSPECTIONS ❑ 2 Pre- construction ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 610 Chimney Installation/All Types at 700 Framing • 1080 Woodstove ❑ 1090 Smoke Detector Shut Off le 1100 Rough -in Mechanical ❑ 1101 Mechanical Equipment/Controls ® 1102 Mechanical Pip/Duct insul [) 1105 Underground Mech Rough -in ❑ 1115 Motor Inspection ❑ 1400 Fire - Final a 1800 Mechanical - Final ❑ 4015 Special -Smoke Control System CONDITIONS IA 10001 No changes to plans unless approved by Bldg Div IN 10002 Plumbing permits shall be obtained through King Co ▪ 10003 Electrical permits obtained through L & I • 10005 All permits, insp records & approved plans available gl 10014 Readily accessible access to roof mounted equipment 10016 Exposed insulation backing material 10019 All construction to be done in conformance w /approved plans I 10027 Validity of Permit 10036 Manufacturers installation instructions required on site gf 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate. ❑ 10044 Water heater shall be anchored.... Additional Conditions: TENANT NAME: &I ..__ W FEES 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 Heater (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 /1,750,000 BTU (qty) over 50 HP /1,750,000 BTU (qty) Air Handling Unit to 10,000 cfm (qty) over 10,000 cfin (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 $$) Add'1 Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'l Plan Review (hrs) Plan Reviewer: Permit Tech: 114 Date: Date: 6- 1(ct /67 DEPARTMENTS: Building Division Public Works Complete ❑ APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete REVIEWER'S INITIALS: Documents/routing slip.doc 248492 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MO2 -142 PROJECT NAME: H & W SITE ADDRESS: 18221 ANDOVER PK W DATE: 07 -08 -02 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Comments: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE: 7-09 -02 DUE DATE: 08 -06-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: le* DEPARTMENT OF LABOR AND INDusiims REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL , JREGIST. # ,EXP. DATE CCO1 FIVESM*010JT 04/30/2004 EFFECTIVE DATE 04/30/1999 FIVE STAR ' MECHANICAL 3902 W VALLEY HWY N STE 200 AUBURN WA 98001 File: M 02 -0142 35mm Drawing #1 1 1 1 1 .) I It• 1, 1 I . I . 1 I I. • 1 t I i i i l i i 1 ! � i i I i I i I I , i s l, 1 � . �� 1 i I 1 • 3 d 5 to 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l l l l l l l l l l l l l l l l l l l l l l l l l l I`lU l l l l l 1, I (I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIIIIIIII IIIIII I 1 i • Mart Make Model ('FM .'a? S.P. Fan S ...... Heating In ut Heating Out ut AFL'E Cooling C acity SEER Electrical Require- ments Unit MCA / MAX Factory Curb Eeono- miser Outside Mr 1 ,r.. r Total W .:tit Comments / Notes i11 I Tranc YSC W 8:\ ; 1600 i .08 1000 RPM 75 K 65 K 81°4 50 K 10 208 - 23013/60 24%35 YES NO YES 505 LBS NIA c.1P -2 '1'rane YSCO3cA3 1200 ;fit .08 930 RPM 80K 65K 81 °0 38 K 10.7 208 - 23013/60 I8.25 YES NO YES 480 LBS N.A F 1' -2 Nutone (11' I lt1 Imo ,«r 05 NA NA NA NA NA NA 1151/60 0.5 NA NA NA 12 LBS N/A Nutone -yy$ 200 ci 05 NA NA NA 1':1 NA NA 1 15 .60 0 5 NA NA NA 15 LBS N A • •• • • . t gy Iyi:pPeinta TecMt - ' S- 5th =st= • i Valley 1 ' Ridge Park d: ? 194t el 0. ( Minkter - Stv& _-4 Br Park (..04 •01.1 1 1 i•.na.r Existing Office Spcce Como E.+•ny i..nou.'.o ro i.naur u (I of; 5; I . 1 S1 i7 - 418271 Andover ii*k W, Seattle; WA, 98188 =- 1 @ 2002 Mcr+osoft - '� Corp @ 1999 NavTech, GOT; Inc. and/or Compusearch i 1 Existing Mezzanine Offices (10 y.marn :ivw.y..; • 0 1.- - ray C-•4.1 (stony lid / 'o ymam .— i 1•1 0 Inch 1/16 Office 120 C(!rM .- 0 I 1 28r 3 H &W for SEGALL BUSINESS PARK 18712 ANDOVER PARK WEST TUKWILA� WASHINGTON 98188 11E -9" 38'-9" Ramp Drawings Submitted Under Seperate Permit •---•- -• re_ re Oil 4 - • &N - :.❖.•- •- • - • •••- •- •- • - • - •--- • •• • - - - s! -3- 1 eorttA e5• 3 SLOP( .= 1:12 SLOP( = 1:12 F/ 1 CF Open Office Area U cr l-1 HAS office g[ 1111111111111111111111111111111111111111 1 111 1 11�ILIlIIIIL�ILIIIIIIi�lllllllll �IIIIIIIII, �Illllllll�ll1111111 �lllllllll�lllllllll�ll N• le GTR .,�,� RECEIVED Lam` " CITY OF TUKWILA JUL 0 8 Z0O2 GROUND FLOOR /1027/92 PERMIT CENTE FR'F STAIR MFCFIANICitI_ mitt S[ f ICI` C_ 1 `SATI:I!C. l le% CC'4t1I_ 1 S A 11 111 L1C.M1 3902 West Valley Highway North, Suite 200 • Auburn, WA 98001 Office: 253-833-8284 • Fax: 253 - 833 -8620 JOB No 02000061 ENGINEER: T.M. DRAWN:.. B. PATEL DATE: 7 -1 -02 SHEET No: S1 I SEGALE731- S -1*P 96 CUT (N) OPENING IN ROOF PLYWD. AS REVD. (E) GLB PER PLAN (N) MECH. UNIT BY OTHERS (N) MECH. UNIT BY OTHERS (N) CURB BY OTHERS ATTACHMENT TO ROOF PER MFR'S RECOMMENDATIONS MIN. 4- 10d NAILS (E) ROOF P.W., 2.4 STIFFENERS & 4x16 PURLINS, TYPICAL AS REVD. 4' -0" MAX. C -1 SECTION A -1 SECTION B -1 " = 1' -0" PARTIAL FRAMING PLAN (N) CURB BY OTHERS ATTACHMENT TO ROOF PER MFR'S RECOMMENDATIONS MIN. 4- 10d NAILS (E) ROOF PLYWOOD & 2x4 STIFF. 0 24 "oc (N) 4.12 BEAMS PER PLAN w/ SIMPSON HANGERS PER PLAN ' r a' ' 'ili ' 1 1 N 4x12 BEAM, CUT (E) 2x4 AS REQD. (N) SIMPSON LUS24 HNGRS. AS REQD. AS REVD. CUT (6) OPENING IN (E) ROOF AS REVD. N 2.6 TRIMERS AS REQD. AT EDGES REC I �' CITY OF TUKWIL,> JUL'0 8 2002 PEWITCENTM r . R g NO. DRAWING REVISIONS DATE PARTIAL FRAMING PLANS & SECTIONS 48' -0" T 48'-0" T ' 48' -0" 48' -0" -11f r i v _ (E) 51x341 GLB 9 _ (E) 54.24 GLB E) 5104 GLB (E) i (E) 51x241 51x241 GLB, GLB ° .o -.*Z i .o -.tiz (E) 2x4 TYPICAL (E) 5 O 24 }x34} "oc GLB UNIT r (E) 51.24 GLB P Ail w e- (N)) x12, (E) 5ix311 GLB i • B - 1 UNIT B 480# -- co w m 0 L- EXISTING OFFICE FRAMING BELOW `7 r - t r 1 U t I \ r 1 r 1 f r, . 1 , r i t 1 %1 V r CUT (N) OPENING IN ROOF PLYWD. AS REVD. (E) GLB PER PLAN (N) MECH. UNIT BY OTHERS (N) MECH. UNIT BY OTHERS (N) CURB BY OTHERS ATTACHMENT TO ROOF PER MFR'S RECOMMENDATIONS MIN. 4- 10d NAILS (E) ROOF P.W., 2.4 STIFFENERS & 4x16 PURLINS, TYPICAL AS REVD. 4' -0" MAX. C -1 SECTION A -1 SECTION B -1 " = 1' -0" PARTIAL FRAMING PLAN (N) CURB BY OTHERS ATTACHMENT TO ROOF PER MFR'S RECOMMENDATIONS MIN. 4- 10d NAILS (E) ROOF PLYWOOD & 2x4 STIFF. 0 24 "oc (N) 4.12 BEAMS PER PLAN w/ SIMPSON HANGERS PER PLAN ' r a' ' 'ili ' 1 1 N 4x12 BEAM, CUT (E) 2x4 AS REQD. (N) SIMPSON LUS24 HNGRS. AS REQD. AS REVD. CUT (6) OPENING IN (E) ROOF AS REVD. N 2.6 TRIMERS AS REQD. AT EDGES REC I �' CITY OF TUKWIL,> JUL'0 8 2002 PEWITCENTM r . R g NO. DRAWING REVISIONS DATE PARTIAL FRAMING PLANS & SECTIONS FOUND LEAD a TACK IN WALK Water Valve Roof Drain Gas Meter Roof Drains . Electric Meter Electric Meter Gas Roofaaln Roof Drain a a Sprinkler Head>-""• • • rout. , CONC.MON. 1 1 3 N R A A; HATT W ter Volvo FOUND,CONC.MON Elec. Outlet Box N 30°55'15"W Sprinkler Heads SAN. M.H. ,2E,J,N00.0,E --- G RAVEL N 07 56' E Catch Basin aLmol M Rtmd'Dnn Railroad T... = 05° 22' 20" R. 2470.00 L 231.59 213.72 Millagfrati .141 _2=a11011MINIIIV pan/der Heads CONC. MON., END. A- /1 - R- 477 46 TACK IN 00. TIE L - 97.22 - - - S 07° 44'56" ---- /9/.25-- Fire-Hydrant - PARKING NOTE .4-9 STALLS REQ13/4 9 5HOWN TACIN R R XE ITU 0 11 3a/0 s_ A — PARK WE-ST In kn. Tit Roo( Dram A sE,coNc.mow 20.Encroachment WIDE51 POINTI 07 Encroachment trim POIMI, EADa TACK 01 WALk 76542 S 07° 44' 56" ATTACHMENT fil. SBP/MAS BUILDING 731 N Sealeol. 0' . tIttlot Luau-let& CONC. MON,END. -4 LEGAL DESCRIPTION: - That portion of the Southwest Quarter of the Northeast Odettbt Of Section 35, Township 23 North, Range 4 East, W.14,; LH kiii4 nutity, Washington, described as fallowst BEGINNING at a monument at the Northeast corner df-tha,kild west Quarter of the Northeast ',Quarter; thence Eolith Of!44!5t"'Weat: 765.42 feet; thence North 82°15'04" West 30,00 feet td,,DI POE :.'10 and the TRU1 PO OF BEGINNING; thence Smith OP44q6" i01.11N feet to a. P int of Curve; +hence along a curve tri the hif1h4 a radius 0112,470.00 feet thru a central ahlle Of O1"12.20"AH distance of 231.59 feet; 'thence North 69°1504' Vegt NNtlineLf thence North 30°55'15 West 52.59 feet4..thehce OPiN west 1B7.64Ifeet, thehce North 07°44'56" Eakt 213111 tdat E0 h. Point of CUrve1 thence along a curVe to the fight 64th A kAditiO of 477.465 feet thrd a central angle of 11°40 an Ake dIgEd.fide of 97.22 feet; thence North 19 Eatt59.9/ feet; theft Sodth 02°15 East 263.25 feet to the TRUE Mai' dr .13OdIONAld: SUBJECT TO AND INCLUDING an easement for sidewalk and Htilitied purposes over the Easterly 15.00 feet thereof. SUBJECT TO AND INCLUDING an easement for railroad -hi— eluding but not limited to, main track, lead Erick ihd.SOlif tki6kOf over that pOrtion thereof lying Westerly of the Westerly tifilidifia line produced. • RESERVING to lessor the right of ingress and egregd tzt m1116111E, installi improve and extend Utilities. TOGETHER WITH AND SUBJECT TO 'an easement fdr bdlidihd fidtbila purposes miet:a. 60 foot wide strip of dUrtinihdihl AHA,Ad. jadent to the main bUiiriing linei, whith 1 deSetibed al:146118M BEGINNING at the said Point "A"i thence North 02.1Sb4u,fight106,110 feet; thence. soUth 07°44.56 West 30.00 feet to the 'Aft Raiff tit' BEGINNING; rhence continuing Smith 0 7 .44156 VeStAiNati 1d0tf;, East feet; thence South 02 wesE 144,08 kddt" td th'd TRUE POTN,00 BEGINNING. , thence North: 02°15 Neat 144.00-fe::::::: 0144 • LEGEND , (j) EWsllno Ties cB Catch Basin MN Mon Hole SAN Sonirory ..NT Stan» CONC •COnCrefe SOnifOrY.6614 =--==.• Storm Setver Weer Gas Telephone Electric SURVEYORS CERTIFICATE I hereby certify this map correctly represents made by me or Under my direction. This 3 Doi of Jul 19 75 rI qd . 17 ADIET—C-1--"71 REGISTERED LA D SURVE van-kaitsi pRtoR APPROVAL OF E °sTENIRE A AE. pLANNG suraDIVISIA‘ON. "' IWILA NTROVariC1000 rDSWONN.PLAN ROW monilet ler . SURVEYORS .eachman ENGINEERS NE Ca?. SW/,NE 35 I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the'viciatio.. uf any adopted coda or ordloance. Receipt of coh- tractor's copy of pprova.cl plans ack wieaged. y *Lel( D P::: N . . 1 . 12rev ia F1 FOR: D ELEChtiCAL pLUNIBING • ICVGAS PIPING CITY OF TUaiNILA BUILDING DIVISION a stli cs-YOkt7 JUL 0 8 2002 P.ERMIT QENTER dqg ' SITE ADDRESS:1820E-182E1 Andover Pli ar Wes L—tb A. A. SU rVey for VA,Sedd ihc. SEGALE 1\1 bUSill iAtiVANK TuKWILA WA4lt1DJ 4'. DRAWING N.. itE 2 3 54 WO: AN!lioviti I 20' • ......,