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Permit M2000-084 - ASSOCIATION SERVICES
2000 -084 Association Services 1006 Industry Dr 11 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M2000 -084 Type: B -MECH Category: NRES Address: 1006 INDUSTRY DR St: 30 Location: Parcel tt: 252304 -9071 Contractor License No: PROSTMI072NG TENANT OWNER CONTACT CONTRACTOR ASSOCIATION SERVICES, INC 1006 INDUSTRY DR, TUKWILA, WA 98188 PACIFIC GULF PROPERTIES 631 STRANDER BLVD, TUKWILA WA 98188 JESSE LONGMAN PO BOX 33370, SEATTLE, WA 98133 PRO STAFF MECHANICAL INC PO BOX 33370, SEATTLE WA 98133 Status: ISSUED Issued: 05/04/2000 Expires: 10/31/2000 Phone: Phone: (206)575 -0765 Phone: 206 - 361 -0071 Phone: 206- 361 -0071 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: (1) NEW 4 TON GAS /ELECTRIC ROOFTOP UNIT WITH ASSOCIATED DUCTWORK & DIFFUSERS. UMC Edition: 1997 Valuation: Total Permit Fee: 6,595.00 47.88 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** =1;iaza4A) ,(2-a-- Permit Center horized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building per Signetur Print Name: MO AM Date: 4e2xxietihov___ Titles A 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. ' •, CITY or TUKWILA dreSs: 1006 INDUSTRY DR St: 30 trite Tehant: ASSOCIATION SERVICES, INC iype: B-MECH Parcel' 0: 252304-9071 4 . • , Permit Nt: M2000-084 Status: ISSUED • Applied: 04/24/2000 Issued: 05/04/2000 Permit Conditions: 14-, Plumbing permits shall be obtained through the Seattle-King' County Department of Public Health. Plumbing will be inspected by that agency,:includingall-gas piping (296-4722). 2,i Electrical permits;,ahall be obtained through::tha Washington . State Divislon,lifLabor andl:ndustries and ,all -electrical work will be/inapected by ;that agenCV (2484650). Abadily acceasible,,Oodess-to roof mountedfedUipmentts • . c A. 440 changei[Will be made to 'the plans unless approved by the , r lEngineer„iand the 161(wile Building peilm•ts4 inapection records, 'and.approved-plane:0011t {)„• u lavailabIt at the lob site prfor t an o the start of y,,q0n- strUctAtinThesedocumenta are to be maintained anti avall .liblefUntiT-ftnal,:inspection approval is granted. All Oinetruetion to be -done In conformance with approv-ed_J PlantventFrOvirementa of-tholiniform Building Code (1997 EditOn) be aMendedi-UniformMechanicel' Code (1997 Edition), ilhdilioshingtonStato Energy :Code (1997 Edition). TheAssUance of a permit or approval specifications. and Computations shall not be-coh" utrUid tb-lbe a permit, lor, or an approval of , any vielatio0 of any of the provlsions of'the building cede or or any Otlhaimordtnance of thelurisdiation. No permit preaumintylo, give. utharfty 'to Violate or cancel the proviaions of this site -Y codif,shall be valid. Manufacturers installation i rstit.ruct,1 instructions for the,ibuilding'inspectors review.. c 4 required ors • • ,• " , „. • • r • • - , • • • " 6Y.jt 4 CITY OF TUCVILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 I()i'-''Aii US( ()NI 1, Project Number: Permit Number: 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. Proj ct eaTenant: f� 14 -?2 DAL .- t/ /C-LS . . Valu of Mechanical Equipment: (oSR S. 00 Site Address : City State/Zi.: i CO� .ivDvs1Zt4 D a TuKL�tc4 l = - T 2 x Parcel Number: 30`44- Qo -71- 0 Props Owner: Fre.. G vL. - PizePecr7ES Phone: ( ) 206 S1 • . -0"7 k's" Street Address: City State/Zip: Fax #: ( ) Contractor. Phone: 7A, ) see( ocr? ( Street A • ess: '`• ' • 333'7 o S T-rc- Ci StatefZi : ai p Fax #: (Zee.) 3fo� —,p y ?wt./ Contact Pe � Phone: ( ) 1 ( 2:2,..A22:12 , ` City State /Zip: Fax #: ( ) t MECHANICAL PERMIT REVIEW AND APPROVALRE VESTED: (TO RE FILLED OUT BY APPLICANT). Description of work to be done (please be specific): AMMEIlmirm 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 H4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: if tho 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 HEREIY CERTIFY THAT I HAVE READ AND EXAMINED THiS APPLICATION AND KNOW THE SAME TO RE TRUE UNDER PENALTY OF PENURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDi G.O ER OR AUTHOR Signature: Print name: Address: • • 1 D AGENTt Agri � !1 u • Dato: 00 Phono: ( City /State/Zip• .• • 401 Fax N: z#% 9 Expiration of Plan Review - Applications for which no permit Is issued within 100 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. Da e a placation accepted; '- 2 u 11/1'99 starch pernsltdoc Date application expires: ID -ZU Application taken by: (initials) Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal ✓ Sul)111111,11 Requirenief11 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, 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 seta of attachments required with application submittal tiulr►►►►11.r1 Rrr/rlit rr►►o►►1 ■ New Sin _ le Famil Residence Heat loss calculations or Form H.6. Equipment specifications, Chan e-out or re lacement of existin mechanical e , ul . ment • Narrative of work to be done incluslins modification to duct work. Installation of Gas Fire lace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney Is In safe. condition. NOTE; Water heaters and vents are included in the Uniform Mechanical Codo — please include any water heaters or vents being installed or replaced. R: 11 *********************** ************** * ********************* IA ************************ w ***Q *** ********************* CITY OF TUKWILA. WA /0(X TRANSMIT TRANSMIT Number: R9800277 Amount: 47.88 05/04/00 11:36 Payment Method: CHECK Notation: PRO STAFF MECH Init: TLB Permit Not M2000-084 Type: B-MECH MECHANICAL PERMIT Parcel No: 252304-9071 Site 'Address: 1006 INDUSTRY OR t: 0 Fl: Ur,: ' Total Fees: 47.88 This Payment 47.88 Total ALL Pitts: 47.88 ,, ' Balance: .00 **************************************************************** , Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 9.58 000/322.100 MECHANICAL - NONRES 38.30 40770/00 717 TOTAL 114.2 . . . . . . .. , . . . . . . . . . .. . .. , INSPECTION RECORD " Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 6 431 -3670 Pro ectth cc - n �s Type s -IVY lion: .k.Q Add • 0.10 4IAC , ;t I. . Date c. .,. 0 •• Special Instructions: c A"°. Date wand: ��,,�� ��••��,,,� a.m. m. Requeste AL Phone: i Approved per applicable codes. Corrections required prior to approval. /I■ III 11111.111"•i!i ��r +11. 0 147.00 REINSPE ON FEE REQUIRED. Prior to inspection, fee must be pald at 6300 Southcenter Blvd. Suite 100. Call to schedule reins ection. •TR4NE' . ` YC -D -9 ackage Gas/ Electric Units Convertible Models YCC018 -060F 1 -1 / 2-5 Ton env WIN ©F l'! IRW" +'N_A APR 2 a 7p`!fl PERMIT CCNTFi:, Ari1Itican Siakdwd Inc 1092 Dimensional Data and Weights YCC018.080F Outline — Rear (All DIMENSIONS ARE IN INCHES) RECEIv1!r) QrrY OF -r1JKt "ILA APR 2 I~.1 7r':' PEflMIT c1 NTE14 tVAPORAION COIL k OLOWtN PAM HORIZ R$' 11MNOPCN I NO '11 NA1K P fAMA OCT, X -X TYPICAL CROSS Y`6 L II*LOTION N Of PCII IIKTC4 'LANOLS 2° liO1A. PONY OAf CONN[I:f i0N 4011 AIaTrCMALC NPT NINO WU" SECT M TYPICAL CROSS SICTIQN Of 411UNN P�N1r>CTLMLPLANO($ CAlrltT 11::::11 COMORMROMISSR voloolgoir A 1 C 0 1 Y 0 N 5 M N P A rnafirmEN11131101101 arim MOD rI Imo r ri no ri*ri rri 701 5144 s 26711, 44l1f 11111, 61!14 ♦13114 I2 1111: 10 7 4.1114 ortme 1 YCCO*M N.01 immaircti 1311111111rnormarmar En rn IMI 101., oris 55.1/4 7f 1N111 I44/16 111111 69 /1f 112/14 11 2071 11.111 to 7 4.1116 n ' ' 24 CU YCCOM41 c YCC076FH YCC242711 Y00011111 907 1021 1045 Minim r!lir! 544 102.2 t1 Ii 1X.4 NN 123/4 $ 267/16 114I16 11.1 /11 69116 11.1 /1 11 lernorml 11.1/2 10 3 1311 411 111701 411 19j1 21:1/4 0 YCC01041 12]1 1011 1225 151 511 /4.5/11 45 77.716 21.1116 15.1116 1.15116 61 /6 21.15/16 26 25N12 _ 20 1/ 2.1/2 66 /16 YCCOiOSAI �'� 101.1 38 From Aws. 210601690 Rev.1 0.0. COIL NOLO 36 Dimensional Data YCC018.0MOF Outline — Front with BAYCURB030A Curb (ALL DIMENSIONS ARE IN INCHES) "0" CABINET .11marOrr•F UNIT SASE CURS 111110•/1► RECEIVW cI'T'Y OF 1.1(14.111�y APP ,2 a Ma PERMIT 1e.:NTI~I1 "0" CAeINEt r i MINIMA DET. "A" CURD UNIT SASE CURD MOLD DOWN CLIP DUCT IWORKST --0 CASINET SIZE MODEL It II .1 Of „C„ „D" „E,► „F„ „D„ 0.14/1 A" YCC01811 024, YCC030F•L 14.1 8 16.5 8 36 34 25.3 16 13.3 4 •— -- 2" "C" YCC030F•M, YCC038F.L, YCC036F•M 14.1 8 16.5/8 36 34 28.3 18 13.3 4 YCC036F -H, YCC042F•M, YCC048F -M 14,1/8 16.5/8 36 34 29.3/16 13.3/4 . 8.18 7/8 "0" YCC048F -H, YCC060F•M 14.13/16 21 45 34 33.3/8 13.3/4 10.1/8 9.7/8 From Wig. 210661772 Rev. 0 rMr�� Dimensional Data BAYCURBO33A Roof Mounting Curb Outline YCC036 048F — Units 11100111 AM DUCT OMNINO$ A • 0 YCCONIR4H YCC04111LM "' DUO 21 IS% — thorn Mot 21 21.1/1 0 (A1 wlw s we h Woo) 14 • afatryE cm' OF mKwILt APR 2 4 2000 peRMir CeNre From Owe. 21 C1112035 Nev. 1 Required Clearance for Unk Installation and Roof Penetration Hole Size Required URVICE CLEARANCI DIMENSIONS MODEL NO. NM Ellit► YCCO3dF•H YCC042VM YCCOMF•M Z'6• ■ 7'?7 . el 210' TV withIf A Memo. From Combustible MetoiN* From Wig. 21 C062039 Rev. 0 33 ONt.noe In. 0.0 ■ 7'?7 . .111111 1.0 E.0 0.0 Front 12.0 Teo 31.0 From Wig. 21 C062039 Rev. 0 33 1 General Data GI1' Ur 1 .'iI . , APR 2 2000 MODEL VCC IMO. VC 2F3MOO Y00041FIMOS VC RATED VOLTS HZ A.RJ, RATINGS (COOLING)m O1UH Way Air Flaw (CCFM) EER /SS1ER (W) 8.65 Noise Ms No, A.O.A. RATINGS (HEATING)M () �y 1 00000 78% � � 0 (MI1rI /MM,) 45� 7 CA&seizstTINibm 1, •230/3/60 .230/3/80 206230/160 $F3MOs 230/3/60 42000 1400 .0 42000 46500 1400 1600 46500 4.42 .00 6.9010.00 6.90 / 10. 78 Teat sf (Min. /Ma.) if 4 16% • 75 16°°°0000 458 78%/ 45 NA 6% 75 100000 100000 180 M0 06060000 310 AO 308010 78%/76% 78%/7 NATURAL PAU COINS. — V/PH/HZ Min. Or& Or. Or. Cir. — Ma. PM. RM. — beat l ) •2301/60 X60 60 80 COMPRESSOR Ns. UM � s /HZ Li s 2004 — OUTDOOR COIL — TM PLATE Ran/ F.P,I, 2 16 L M Sirs m.. F L ) 82 'Tomcat —rot Mew / F,RI, TAi Sin (�� f1,) RslriBMMN Control Min Cam, Ilits fin,) 3 PLAT 3 M PLAT ,21 34/ 148 ARY CA 4° FEMALE 3/4" TUNE ORANINO SEE OUTL OUTDOOR FAN — TYPE Ns. Used / Dir. (In.) .MMets....HP Mobs R P.M. Vohs /H2 F.L s —L.R. ' s 2062 2 35 CUMA 200.230/3/ 14 —101 PLATE F 316 /3/60 201430/1/60 2011.2 60 60 CLIMATUFFt" 1 1 200430/1/80 200.230/3 21.0 —115 15.1 -1 3/60 PLATE T1FIN PLATE IFSIN 3s2 3�2 BEE PROPELLER 1 18 C 61 1 230/1/ 1.8 -3 RN 85 LARY MAID MOPE DIRECT / i� 1/6 230/1/ 1.8 -3 PLA TE;� PLATE 1 F5 I N 420 4//26 CAPILLARY CAPI( 3/4" FEMALE 3/4" FE SEE OUTUNE DIMING 80 OUTLINE PRA PEL; R MOPE N OMF!C 1 /6 i 101d 1 230/1/80 230/ 1.6 -3.3 1.6 E NO R /1 380 DM, II Width 11100011MM GO UPI CE 1011X OM/ Mash JNo,) Ni. Motets — `IP Massisiesd % s 111/HZ R•P.M, F.L. rn /�•— L.IL COMBUSTION t— TrK Wks BNsd IiMM) F.L FILTER — FURNI$IIEOT Tim Fees ANA. 111 REFRHIERANT Chaps (lbs, o 1142)M OAS PIPE SIZE (1N.1 DIMENSIONS I,c./Wad fin.) Unman MIEN)NT Skairiiq 111a4/ NM Obs.) Sri Hiss on pips 14 DMEC /2 13 30/1/00 2.2 — 5,1 US0 2, 1 Ind 230/1/80 2,2 — 5.1 CENTRIFUGAL UNTIIF 10X 10 LOX I 1 OMECT /, ("I �/4 1145 200430/1/60 200.290/1/ 4,3 —11,2 4.3 —11 0 NTRIFUG'L ., CT — I/00 2a20. CT — UO'L X60 CENTRIFUGAL CENTIIF DIRECT — 1 DIRECT 1/35 — 3400 1/35 20440/1/80 201• 1 1/80 NO THROW 4.67 6Ns.8 1 /2" 35•1/4XW S OUT NO WORM 4,87 X_ 84.5 9 E1/44 X 338 OUT THROWNNAY 5,33 /WM 5.33 1 6.42 Its. 64.5 S S Et OUT X_84-5/0 M I N E lNO 5EEOUTUN 64.58 481 414 481 / 414 481 414 481 414 11 FILE COPS 6W BUILDING S Y MARY Building Name : Pacific Gulf 1006,_ r r,. ,., .!,-,, ,t,,. Location : Seattle - Tacoma, Washington Prepared By : Pro -Staff Mechanical, Inc ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. INPUT DATA -- WEATHER I_ ....,.,, .. �.,,.., �� ��•n 01 -04 -80 .Block Load Lite v1.00 ", Page 1 of 1 * * * * * * * * * * * * * * * * * * * * * * * * * * ** City State Data Source Latitude Elevation = Seattle - Tacoma = Washington = ASHRAE 1% = 47.5 deg. = 386.0 ft Summer dry -bulb = 84.0 F Coincident wet -bulb= 65.0 F Daily Range . 22.0 F Winter dry -bulb = 21.0 F Atmos. Clear. Num. = 1.05 TABLE 2. INPUT DATA -- BUILDING System Type System Start Duration : Clg & Warm Air Htg 700 SIZING SPECIFICATIONS Supply • Ventilation • Exhaust • 16 hrs 55.0 F 20.00 CFM/person 200 CFM FAN Configuration : Blow -Thru Static Pressure : 1.50 in. THERMOSTAT SETPOINTS Cooling (Occ) : 74.0 F Cooling (Unocc) : 78.0 F Heating : 68.0 F FACTORS Coil Bypass : 0.050 Safety (Sens) • 0 % Safety (Latent) : 0 t Heating Safety : 0 RETURN AIR PLENUM : RECErV• KUII.A CITY OF TABLE 3. SIZING DATA -- COOLING Palma cr.ito k`k•, Total coil load Sensible coil load ■ Total sensible Supply temperature = Supply air (actual). Supply air (std) • Ventilation air Direct exhaust air = Reheat required Floor area (agft) Overall U -value Vent air CFM /egft Vent air CFM /person 45,989 42,308 36,753 55.0 1,816 1,791 400 200 CFM BTU /hr Load occurs ® June 1600 BTU /hr Outdoor Db /Wb = 82.3/ 64.8 F BTU /hr Coil Conditions: F Entering Db /Wb = 76.9/ 63.2 F CFM Leaving Db /Wb ■ 55.0/ 54.4 F CFM Apparatus dewpoint= 53.8 F CFM Bypass factor 0.050 in 52.0 % 0 BTU /hr = 1,444 = 0.063 = 0.28 • 20.00 Resulting RH Total coil load = 3.83 Ton Sensible coil load = 3.53 Ton SQFT /Ton = 376.79 Cooling BTU/hr/sqft a 31.85 Cooling CFM /egft • 1.26 TABLE 4. SIZING DATA -- HEATING Heating coil load = Ventilation load Total load Ventilation airflow= Supply airflow 32,324 BTU /hr 20,022 BTU /hr 12,302 BTU /hr 400 CFM 1,816 CFM Heating BTU /hr /sqft = Heating CFM /sqft Floor area (sqft) _ Overall U -value Vent air CFM /sqft Vent air CFM /person = 22,38 1,26 1,444 0.063 0.28 20.00 ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** * * * ** * ** -o BUILDING DATA FOR Pacific Gulf -1006 Prepared By : Pro -Staff Mechanical,Inc 01-04-80 Block Load Lite Program v1.00 Page 1 of 2 ******************************************* * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** Table 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration : Clg & Warm Air Htg THERMOSTAT SETPOINTS 700 Cooling (Occ) : 74.0 F 16 hrs Cooling (Unocc) : 78.0 F Heating : 68.0 F SIZING SPECIFICATIONS Supply Ventilation Exhaust 55.0 P 20.00 CFM /person 200 CFM FAN Configuration : Blow -Thru Static Pressure : 1.50 in. FACTORS Coil Bypass : 0.050 Safety (Sens) : 0 % Safety (Latent) : 0 % Heating Safety : 0 % RETURN AIR PLENUM : N *************************,***************** * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** TABLE 2. GENERAL BUILDING DATA GENERAL BUILDING DATA Floor Area : 1444.0 egft Building Weight: M Exposures : N, E, Si W Are Multiple Wall, Roof, or Glass Types Used ? No. Partitions : LIGHTING W /eqf t : 1.70 W/sqft Unocc Diversity: 0 % Wattage Mult. : 1.00 Fixture Type : Rec., Not Vented OTHER ELECTRIC W /eqf t : 1.50 W /eqf t Unocc Diversity: 0 % N 0 PEOPLE Total People : 20 People Unocc Diversity: 0 % Activity Level : Office Work Sensible Gain : 245.0 BTU /hr /per Latent Gain : 205.0 BTU /hr /per MISCELLANEOUS LOADS Sensible : 0 BTU /hr Latent • 0 BTU /hr Unocc Diversity: 0 % INFILTRATION Cooling Heating SLAB Area Perimeter • Depth 0.10 CFM/sqft 0.10 CFM/sqft 0 sqft 0 ft 0.00 ft ***************************************** * * ** *** * * * * * * * * * * * * * * * ** * *AWA,* crrY o= TwomA APR 2 2000 PERMr cegreri BUILDING DATA FOR Pacific Gulf -1006 Prepared By : Pro -Staff Mechanical,Inc 01 -04 -80 Block Load Lite Program v1.00 Page 2 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 3. WALL, ROOF AND GLASS DATA 1 WALL I ROOF GLASS U -Value (BTU /hr /sgft /F) 0.100 Weight (lb/ sqf t) M Color M 0.060 L D U -Value Glass Factor Int. Shades ? EXTERNAL SHADING DATA Window Height a Window Width Reveal Depth 5.0 ft 4.0 ft 2.0 in Overhang Height Overhang Extension Fin Separation Fin Extension Exposure 0.062 1.00 N 0.0 in 0.0 in 0.0 in 0.0 in Gross Area Glass Area (egft) (egft) E Wall S Wall W Wall N Wall Roof (Hor) 0.0 0.0 261.0 0.0 1,444.0 0.0 0.0 126.0 0.0 0.0 **,*******,******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** RECOUP on or /ukcon A OR 24110 PERMIT CENTER DETAILED BUILDING LOAD REPORT Building Name : Pacific Gulf -1006 Location : Seattle- Tacoma, Washington Prepared By : Pro -Staff Mechanical,Inc ******************** * **** * * ** * ** * * * ** * * * * ** * * * * * * ** TABLE 1. LOAD COMPONENT SUMMARY for June 1600 ( 82 01 -04 -80 Block Load Lite v1.00 Page 1 of 1 * * * * * * * * * * * * * * * * * * * * ** .3/ 64.8 F) Load Component Details Design Cooling Loads Design Sensible Latent Heating (BTU /hr) (BTU /hr) (BTU /hr) Solar Loads Wall Transmission Roof Transmission Glass Transmission Skylight Transmission Partitions Lighting Other Electric People Infiltration Miscellaneous Slab Pulldown /Warm -up Safety Factor 126 sqft 135 sqft 1,444 sqft 126 sqft 0 sqft 0 sqft 1.70 W/sqft 1.50 W/sqft 20 people 0 sqft 0/ 0/ 0 % 11,325 159 5,549 39 0 0 7,312 6,890 4,126 1,276 0 76 AM AM 4,100 -111 0 BM 0 tie 635 4,072 367 0 0 7,228 0 0 Total Loads 36,753 3,989 12,302 Ventilation Load Supply Fan Load Plenum Load Thru Wall Plenum Load Thru Roof Plenum Load - Lights Reheat Load 400 CFM 1,816 CFM 0 0 0 3,536 2,019 0 0 0 0 -308 20,022 IMP • 1 Total Coil Loads 42,308 TABLE 2. WALL AND GLASS BREAKDOWN 3, 681 1 8►S41 -ci•pi_cr_ tW .WJ r APR 2 4 2000 Total Cooling Net Area Transmission Component (egft) (BTU /hr) Cooling pTtriig!- Solar Load Transmission (BTU /hr) (BTU /hr) Walls : NE E SE s sw W NW N 0 0 0 0 0 135 0 0 0 0 0 0 0 1.59 0 0 Glass : NE E SE S SW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 635 0 0 0 0 0 0 0 ;1$'01-- .t 15rr+, }•�t'!f{ �t't,j� i11,7 i:" ..., i n STRUCTURAL CALCULATIONS For Pacific Gulf Properties (BLDG. #30) 1006 Industry Drive Seattle, WA.98188 AECEIVED CITY OF TUKWILA APR 2 4 2000 PERMIT CENTER ry 4 ,s o D Prepared for PRO-STAFF By Peterson Streble Martinson Inc. Mwco- sow IMMO _IM ROOFING 1.7 psf 1/2" PLYWOOD SHEATHING 1.5 psf ROLL GLASS WOOL INSULATION 0.5 psf CEILINGS 1.8 psf 4X14 @ 8' -0" OC: PURLIN 1.5 psf 2X4 (4 24" OC: SUBPURLIN 0.7 psf MECH / ELEC / MISC 0.3 psf nwhimoulLA 1.1 N/ RECEIVED CITY OR TUKWIL A r) 2 4 2000 PERMIT CENTER PETERSON '' E 1 ETERSON .JTREIILE l .\ /-'.'1TINSON. INC. CONSULTING ENGINEERS 820 JOHN STREET. SEATTLE. W. HINOToN 98109 OFFICE (206) 622.4580 / f‘x (2061 622 -0422 JOB: DATE: SUBJECT: /64�c UHT ; 6c0# 0440 # ai+a. Lob egt_4,,,atedi 6042.)c 114:(940*) 17=---gieyocig4 =€� citit8IP) dtaykt - = 1I46+T4:. 5/020 Km' = 6%a(41Z + X4ra. 4,-.044;c4 .w.405610* PECEIVHD CITY OF TUKWILA APR 2 4 2000 1 � � pep A Y R M+ 144Ctg l — 4& 464(4+i) —50406>e16 -'600 C 14 1+ - „� 4 6o' , = M x x240) air '2I0. ST 03 <476:1Prl os axle, ettlb rep, N ) tf* uN PETERSON ::.rt ITRENLE It ' TINSON. INC. CONSULTING ENGINEERS 82(1 JOHN STREET, SEATTLE. WASNtN(STON 98109 OFFICE (206) 622.458(1 / FAx (206) 622.0422 JOB: DATE TT: I SUBJECT: 8Y: ,Jvc, UNi7 : 6co* Mac. c013+L 6ec.lt 41:01,416L.= 4-eo s Ott6.14ikto Lob. F1" 0915 /1) = 61004' (4740) 660* 1001 (tge) a70 60' f f"` M- = i4a x4 + 6e0x402 = 31015i M+ «4T4*% I.6sl1t 4430 +5 x(49k A17') f -Cacod ,r /a ) (IIrI 4 ♦ (luvxls.I7 = i " MA)( Imo/ C 'IS J( 24 40) gaTo)b < aT6',75oib arpotrVirmut APR 2 9 2OOU pnrnAIT (;F:NI'thi Fire 51000 Single Span Beam Analysis Description Exist Beam Chech for New A/C Units General Information Center Span Lett Cantilever Right Cantilever 30.00 ft 4.50 ft 4.75 ft Moment of Inertia Elastic Modulus t.wrn End Fixity 2,490.750 Ina 1,800 kW Pln•Pin Uniform Loads 00 Center Span «. 0 1 0.890 Mt On UM C «. 0 1 0.480 k/ft On Right Cuntltevel... 01 0.480 kft Point Lads fAagnitude Location Confer Location Moment Sheer Deflection 5.040 k •4.500 It 0.300 k 26.000 ft 0,000 ft •27,54 k.ft 10,20 k 0.00000 In 0.300 k 31.000 ft Leff Cant 0,000 ft 0,00101 0.00 k 0.00000 In 4.690 k 34.750 ft k R 0.000 ft 0.00 k•ft 0,00 k 0,00000 In Ma tent&.. Max + 0 Cobs Met • 0 Center 0 Left Cant Right CaM Maximum • 48.0110 it 14.09 R • 28,04 k•ft it 30,00 ft • 27.54 k•ft • 2114 k•ft 48.91 k4ft Shears... 0Lett 0 Right Mndmum Deflections... • Center 0 UM Cent. 0 Right Cent 10.20 k 10,50 k 10.50 k Raactione... Left Right •1.567 In at 14.00 ft 0.538 In at 4.5011 0.644 In at 34.75 ft ig r(D+IL4 APR 24x00 PERMIT CE ER AL. (41°46) sqCf° 1?466 < 1/044t) Iitti AL= 6e0 Ct. PC CPS +,s�xms* +0,4. -mil(( Ac EAoob C24sct) Lftiv: siwoo Single Span Seam Analysis Description Exist Beam Chech for New A/C Units General Information Center Span Left Cantilever Right Cantilever Uniform Loads 30,00 ft 4.50 ft 4,50 ft Mwnent of Inertia Eustis Modulus Seem End Fixity 2,490,75(1 in4 1,800 kal Pin•Pln ••■■•.• ■•■■■■ • Y.r.r." On Caner Span... f11 0.880 k/R On Loft CwR7fr... 0 1 0.480 k/R On Right CaltNev.f... 01 0.480 k/R Magnitude Location 4.740 k -4800 ft 0.300 k 18.000 ft 0,300 k 28.000 ft 5.040 k 34.500 ft Que Values Cantor Location Moment Shear Deflection Momenta... Mai • • Center Max • • Center • Left Cant • Right Cant Maximum • 0.000 R •28,19 k.ft 10,31 k 0,00000 In Loft Cant 0.000 ft 0,00 Mt 0.00 k 0,00000 In MOM cant 0,000 R 0.00 k•R 0.00 k 0.00000 In 52.041(4 11 47.84 loft at •26.19 k4t •27.54 k•R 52.04 k•R Shears... 15,15 R fj Left 30,00 R m RIGM Maximum Deflections... • Center • Left Cant, • Right Cant 10,31 k 10,88 k 10.65 k Reactions." aUR Right •1,688 In at 16.0011 0,603 In at •4.60 ft 0,604 In M 34.60 R 17.21 k ASKED OITY OR TUKWIL1 APR 2 Zing PERMIT CENTER Girt= x.665 (46e0)*1 'Crr r L4D6 < %.4) o.k . RM: 410300 General Timber Beam Description New Member Under A/C Unit [General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 2x0 1.5001n 5.500 in Sawn 1.150 Pin•Pin Calculations are designed to 1697 109 and 1997 UNC Requirements '1 Center Span 3.83 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir • Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 95.0 psi Fc Allow 625.0 psi E r 1,600.0 ksi Full Lendh Uniform Loads Center DL Left Cantilever DL Right Cantilever DL 21.70 0/ft NIA N/tt 3.83 A 0.00 ft 0.00 ft LL LL LL Spann 3,83ft, Beam Width ! 1.500in x Depth ■ 5.6In, Ends are PIn•PIn Max Stress Ratio 0,348: 1 Maximum Moment 0,2 k•ft Allowable 0.6 k•A at 1.915 A of 3,830 ft Max. Positive Moment Max, Negative Moment Max Left Support Max Right Support Max, M allow ft) 317.72 psi Pb 1,290.88 psi Deflections 0,20 k•ft 0,00 k•ft 0,00 k•A 0:00 k•ft 0.82 tv 38.02 psi Fv 100,26 psi Maximum Shear Allowable Shear: Reactions,., Left DL Right DL Camber: 0,04 k 0,04 k • 1.5 Left ® Center tID Right Max Max Beam Design OK 0,3 k 0,0 k 0,21 k 0.21 k 0,000 In 0,006 In 0,000 In 0,21 k 0,21k Center span... Deflection ,,.Location ...LengttVDefl Stress Cates •0003 in 1,916 ft 14,557.0 lail1011B Len Cantilever... -0.018 In Deflection 1.915 ft ... Length/Dell 289274 Right Cantilever... Deflection Length/D*8 ibualized TLflad 0,000 In 0,000 In 0.0 0.0 0,000 In 0,000 In 0.0 0.0 C p Analysis Cf 1.300 fa Center Left Support • Right Support Shear Analysis AD res Rimed Fv: Allowable nearing • supports Max, Left Reaction Max Right Reaction Rb 7.677 A 14,911 buildamsot 0,20 k•ft 0.00 k•A 0.00 k•ft LUR Support 0,31 k 2.871 In2 100,26 psi 0.21 k 0.21 k tboc CI 7,663 Ina 0,908 8x ' x R 1,55 in3 0,00 Ina 0.00 Ina Ce Right Support 0.31 k 2,871 In2 109.25 psi Bearing Length Req'd tesrkp Length Req'd Area 8.250 In2 1,290.00 psi 1,345,50 pal 1,345,50 psi 0,223 In 0,223 In on.4 R i WtLA lPR2g2000 PERMIT CENTER Calculations are designed to 1997 NOS and 1997 UIIEIC Requirements 1 } R!r Sib300 General Timber Beam Description New Member Under A/C Unit [General information Section Name 2x10 Seam Width 1.500In Beam Depth 9.250In Member Type Sawn Load Dur. Factor 1.150 Seam End Fixity Pin•Pin Full Lan h Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Lad Live Load „.distance 100.0 N 210.0 ibs 1.420 ft Center Span Left Cantilever Right Cantilever Douglas Fir • Larch, No.2 Fb Base Fv Allow Allow 900.0 .0 � F Allow 625.0 psi 1,600.0 kel 7.83 ft Lu ft Lu ft Lu 7.83 ft 0.00 ft 0.00 ft OL 12.40 Mt OL wt sin DL (`C. sift 180.0 Ibe 210.0 Ibs 6.420 ft Iba lbs 0.000 ft LL LL LL 50.00 Olft N/t Spins 7,83ft, Beam Width �+ Max Stress Ratio Maximum Moment Allowable Max. Posithte Moment Max. Negative Moment Max m Left Support Max • Right Support Max, M allow fb 677.86 psi Fb 833,39 psi Deflections 111 .,.Location —Length/Deft 1,500in x Depth ■ 9,251n, Ends are Pin•PIn 0.993 ' 1 1,0 k•ft 1,6 k•ft at 3.916 ft at 0.000 ft 1,03 k•ft 0,00 k•ft 0,00 k•ft 0,00 k•ft 1.499 M 68.63 psi Fv 109,25 psi -0.027 In 3,915 ft 3,479.3 -0.077 In 3.916 R 1,212.46 Maximum Shear' 1.8 Allowable Shear; Right Camber: Left Center Reactions.., . Right Left OL 0.23 k Max Right OL 0.23 k Deflection ..,Length/Defl Right Cantilever. Deflection .,,LengttVDef Beam Design OK 1.0 k 1,6 k 0,83 k 0.83 k 0,000 In 0.041 In 0.000 In 0.63 k 0.63k 0.000 In 0.000 in 0,0 0.000 In 0,0 0.0 0.000 in Stress Coles C�k Analysis 7 Ct 1.100 • Center Left Support a Right Support Shear Analysis Design Shear Ares Required Fv: Altar/8W Bearing • Supports Max. Lett Reaction Mex. Right Reaction R b 14.901 ft 27.200 MILMISDILS 1,03 k•ft 0.00 k•ft 0,00 k•ft UR Support 0.96 k 8.702 ln2 109.25 psi 0,63 k 0.83 k Sac 21.391 in3 Area 13.876 1n2 0.732 E.B 14.83 in3 0,001n3 0,00 In3 Right Support 0.96 k 8,716 In2 109,25 psi 8ilsastbittlh 833,39 psi 1,138,60 psi 1,138.50 psi Hearing Length Req'd 0,676 In Bearing Length Req'd 0,677 in 0.0 RECEIVED CITY OF TUKWILA APR 2 if 2000 PERMIT CENTER 1 t a ray. 510300 General Timber Beam Description typ purlin check with A/C units (General Information CakulMions are designed to 11197 NO* and 1997 WIC Requirements Section Name 4x14 Seam Depth Membef Type Am Wt. Added to Loads Load Our Factor Beam tend Fixity Wood Denaky 3.500 In 13,2501n Sawn 1,150 Pin -PIn 20.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fo Allow E 19.33111 ..,Lu ft Lu 11 Lu Dense No,2 1,450.0 psi 95.0 pal 455.0 pal 1,700.0 MI 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever Point Loads cad Load Live Load —defence ance DL DL DL 1 Ibs lbs 18,000 ft Ibs Ibs 0.000 ft Ibs lbs 0,000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Iba Ibs lbs Ibs 0.00011 0.000 ft Opens 10,33ft, Seem Widths 3,600in x Depth • 13251n, Ends are Pin-Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Mordent Max, Negative Moment Max Left Support Max a Right Support Max, M show fb 1,42180 psi Fb 1,687,80 psi 0,867: 1 12,2 k.ft 142 k•R 12.10k•ft at 9.742 ft 0,00 k•ft at 10,330 ft 0,00 loft 0,00 k•ft 14,23 N 83,79 pal Fv 100.26 psi Maximum Shear ' 1.8 Allowable Shur, Seam Design OK 3,9 k 6,1 k Right 22680 k Camber. ® Lift 0100 In Center 0.262 In Reactions,,. G Right 0.000 in Left DL 0.57 k Max 250 k Right DI. 0,80 k Max 2,59k Deflections t� 14 Center span.,, ..eR Caf ... Ditimiii Deflection -0.165 In -0,713 in Deflection 0,000 in 0,000 in ..,Location 0.020 ft 0,966 ft ..,Long h/Defi 0,0 0.0 . „Lengthl0efl 1,370,1 325,34 night Candlswr,,, tress Cates Deflection — Length/Deft 0,0 0,000 In 0,000 In 0,0 ding Analysis Ciian Cf 1.000 • Carter Left Support Right Support Shear Analysis Design Shear Ares Required Fv: Allowable Bearing i! 3uppurts Max. Left Reaction Max. Right Reaction Rb oaoo 000 bisithlanvel 12.19 it-ft 0,00 Mt 0.00 k•R L It Support 3.75 k 34,308 In2 109.25 psi 2.60 k 2.59 k 8* 102.441118 nZ In3 Area 49,375I 87,74 in3 0,00 Ina 0,00 1n3 Right Support 3.89 k 35,568 In2 109,25 psi Searing Length Req'd Suring Length Req'd agiraliElb 1,997,50 psi 1,997,50 psi 1,897.60 psi 1.569 In 1.627 In CRy OFTUKWILA APR 2 4 2000 PEF4MIT CENTEP 1 MACDONALD • McLARr' • HAMMOND CON•ULTINO £N..INESR• 207 NINTH NORTH 1IATTLr. WASHINGTON •21011 1201) 212.4120 Jo•� K� p st ., OATH SY, •U•J[CT :, .O' " 30 O. 1. RUCEIVED 011Y OF TU10,4'1111 APR 2 4 2000 PERMIT Gkto n P ETERSON •)TREHLE 1\4ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE. WASHINGTON 98109 012/,ICE (206) 622-4380 / PAX (206) 622-0422 esae.olIattee agettogietli .1/01■10/1 ••••••■• 4•11111111111M11 MIMIININII IMMO IIIIMININNI7 11•111/410111111 IMOD MONNE" MINN all■■■■•■• • • ; • ) 40./LS torit4b ite l.r.11t *isteefit ofikvir wagrtiptu %T it off K4. taztfE ciw UNrr) • . t • la oat ifra 4itit;Sal !Le (110112 14frOf UNIT) :r- • arrECOFeTIVVeig.'"' APR -2 4-2000 f I . , PERMrt Qi.w:'i.:41 , TABLE NO. 25.A•1- -ALLO. 3LE UNIT STRESSES — STRUCTURAL LUM .4— (Continued) Allowable Unit Stresses for Structural Lumber — VISUAL GRADING (Normal loading. See also Section 2504) SPECIESANO COMMERCIAL GRADE dry or surlaccd 2" to 4" thick - to 4 wide ALLOWABLE UfilT STRESSES IN POUNDS PER SOUARE INCH - -_� U.B.C.STOS UNDER WHICH GRADED m.c.I 1150 975 8.5 450 450 EXTREME FIBER IN BENDING "c," Tension Parallel to Grain •� :' Horizontal Sher Comoros. sion per. pendlcular to Grain ^i Comore.. sloe Parallel to Grain MODULUS OF ELASTICITY - SIZE CLASSIFt. CATION Engel rimed Uses (Single, Repetitive. member Uses Dense Select Structural Select Structural Dense No. No.1 Beams and Stringers•' 1900 1600 1350 1300 — -- -- -- 1 100 950 775 675 85 85 85 35 455 383 455 383 1300 1100 1100 925 Y�.. 1.700.000 1.600.000 1,700.000 1.600,000 — 25.2. 25.3 (see footnotes 2 through 9 and 11) Dense Select Structure Select Structural Dense No. 1 NNo..1 Posts and Timbers' 1750 1300 1400 1200 r- — W- -- 1 110 1000 950 325 33 85 85 35 453 385 455 385 1350 1150 1200 1000 1. 700.000 1,600,000 1.700.000 1.600.000 Select Des Commercial Des Decking 1750 1450 2000 1650 — --• •-■ — -- 385 385 -.-r -- -- -I 1,800.000 1,700,000 Select Commercial Decking 1750 1450 ....... .000 1650 •- — — — 385 385 -- -- 1.800,000 1,800,0013 Dense Select Structural Select Structural Dense No. 1 4o,1 Beams and Stringers•' 1900 1600 1550 1350 -- -- — L- 1230 1030 1050 900 83 85 35 35 455 385 455 385 1300 1100 1100 925 1,700,000 1,600,000 1.700.000 1,600,000 25.2. 25.4 (see footnotes 2 through 11) Dense Select Structural Select Structural Dense No. 1 No, 1 Posts anti Timbers ' 1710 1500 1400 1200 — — — — 1I10 1001) 911) 421 35 35 35 45 455 385 435 385 1350 1150 1200 IMO 1.700,000 1,600,000 1,700,000 1,600,000 Ne10':1wu DOA Uhl Caminerciat Decking Ammqv l)t uiy Decking — .- — I'Ne) 1601 2150 IMO _ y- iStrastes ISets moisture _ — — — tor Deakins s DAY e► content) — — I,100.t0)0 1,181.000 1.0),000 1.700400 Selected Decking Cummerotai Deakin DOLtit. S FIR SOUTH tSurtaced Select Structural No o. l & Appearance Nod No . 3 dry or surlaccd 2" to 4" thick - to 4 wide green. Used 2030 1700 1490 771 775 at t9r, max, 2]00 1950 1600 671 875 m.c.I 1150 975 8.5 450 450 90 90 90 90 90 335 333 335 335 335 1400 I I50 900 550 550 1,400,000 1,400,000 I,300,OW 1,100,000 1,100,000 254 (see footnotes 2through 11 and 131 C onswction Standard Utility - .N.MEIM.. 2' to 4" thick 4' wide 1000 550 275 1150 610 300 b00 325 150 90 90 90 335 335 335 1000 850 550 1.100,000 1,100,000 1,130.000 Select Structural No. I & Appearance No. 2 No. 3 2' to 4" thick 6• and wider 1700 1450 1200 no 1950 1650 1350 800 1150 975 775 450 90 90 90 90 335 335 335 333 1250 1150 950 600 1..100,000 1,400,000 1,300,000 1,100,000 RECEIVE (see footnotes ; Icv%4I 12 f [C '1`sf3Ai11r CE Select Structural No. 1 Beams and Stringers 1550 1300 -- -- 1050 850 85 85 335 335 1000 850 1,200,000 1,200,000 Select Structural No, 1 Posts and Timbers 1400 1150 — — 930 775 85 85 33S 335 1050 923 1,200,000 1,200,000 Selected Decking Commercial Decking Decking , ... 1900 1b00 -. — -- — — — -- — 1.400,000 1,300,000 Selected Docking Commercial Decking Decking — — 2050 1750 (Stresses for Decking apply at I5re moisture content) 1,500.000 1,300,000 (Continued) Z O Z m Z C1 C7 O m as Z MIILA 2000 �u 1 g TABLE NO. 25.A.1 —ALLOWABLE UNIT STRESSES — STRUCTURAL LUMBER— (Continued) Allowable Unit Stresses for Structural Lumber — VISUAL GRADING (Normal loading. See also Section 2504) SPECIES AND COMMERCIAL GRADE SIZE CLASSIFI. CATION ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH U.B.C. STDS UNDER WHICH GRADED 25.2 (see footnotes 2 through 3. I 1 and t 3) EXTREME FIBER IN ' BENDING "C • Tension Peneel to Groin "t- ;' Horizontal Sheer ••c�' Cement. Sion per• pendkuiar to WWII •'c . ' - - Compno. Sion Psneel 10 Grsln • ..:' — MODULUS OF ELASTICITY •,c., 22_22...._.,_, Engl. neared Uses (Single) Repetitive• member Uses ._..._ ) COAST SPECIES (Surfaced Select Structural No. 1 No.2 No. 3 Appearance Stud 1 dry or surfaced green. 2' to 4" thick 2" to 4' wide Used at 19ne 1500 1250 1050 575 1250 575 max. m,c.) 1700 1450 1200 675 1450 675 875 750 625 350 725 350 - 65 65 65 65 65 65 -- 245 245 245 243 245 145 1100 375 .00 425 1050 45 1 150 925 600 .500.000 ,500.000 •400,000 .200,000 .500.000 ,200,000 Construction 2" to 4' Standard thick Utility 4" wide 150 425 200 875 500 225 450 250 125 65 65 65 245 245 245 400 650 425 ,990,000 ,800,000 ,900,000 .700, p0 .700,000 .500,000 .800,000 ,200,000 ,200,1100 ,200,000 "........4 Select Structural ,yo. 1 2" to 4' No, 2 thick No, 3 6' and AppeuanCe wader 1300 1100 900 325 1110 1500 1250 1050 600 1250 2_22_2.. 875 725 600 350 "25 65 65 65 65 65 245 245 245 245 245 975 475 "50 475 1050 .500,000 .500.000 .400,000 .200.000 .500,000 Select Decking Commercial .....�... 1250 1050 1450 1200 — — — — 245 243 -- — .500.000 ,400,000 RECLIVUD CITY OF TUKWILA u7 O co 1 z n v m APR 2 14 20011 r HERMIT ( NTNf, v (Continued) v O z cel A 1 DOUGLAS FIR - LARCH DOUGLAS FIR -LARCH Dense Select Structural Select Slruetural Dense No, 1 Nonce No. 2 No. 2 N0.3 Appearance (Surfaced dry or surfaced !North) 2' 4' w thick 2' to 4' wide .�,..��.�.,.. green, Uled 2450 2100 2050 1750 1700 1450 800 1750 00�,..., at 19% max, 2800 2400 2400 2050 1950 1650 923 2050 m,c, l 1400 1200 1200 1050 1000 850 475 1050 95 93 95 95 95 95 95 95 455 385 435 385 453 385 385 385 385 850 600 450 250 150 000 600 500 600 , , , ,800,000 ,700,000 .700,000 .500,000 .800,000 .500,000 .J00,000 ,100,000 .500,000 25.2 21.3 (sea folotnotes 2 through 131 Construction Construction Standard Utility 2' to 4' thick 4' wide 1050 600 275 1200 675 325 . 2400 2050 2050 1750 1700 1450 850 1750 625 350 175 1400 1200 1200 1000 950 825 475 1000 91 95 95 9S 95 91 95 95 95 95 95 385 381 385 1 150 925 600 Dense Select Struciuras! Select Structural Structural Dense it 1 No, 1 Dense No, 2 No. 2 No. 3 Appearance 2' to 4' thick 6' and wider 2100 1800 1800 1500 1450 1250 725 1500 455 383 455 385 455 385 385 385 650 400 450 250 250 050 675 500 ,990,000 ,800,000 ,900,000 .700, p0 .700,000 .500,000 .800,000 (Continued) v O z cel A 1 •I TABLE NO. 25.8—ALLOWABLE UNIT STRESSES FOR CONSTRUCTION AND INDUSTRIAL SOFTWOOD PLYWOOD (continued) fa ,I) (In Pounds per Square Inch — Normal Loading) as (To be used with section properties in plywood.Design Specification —See U.B.C. Standard No. 25.9) 4, Shear, rolling, in the plane of plies Parallel or perpendicular to face grain lot 45° to face grain use 11'1 Ft) Marine and Structural 1 Structural 1I All Omer 63 49 44 75 56 53 63 49 .... 44 75 56 •,,, 53 48 5 Bearing ton t'acei I 210 340 210 340 34() Perpendicular to plane 2, 3 135 210 135 210 210 of plies 4 105 160 105 160 160 6. Modulus ofelasticity 1 1,500.000 I.800.000 1.500.000 1.800.000 1.800,000 In bending in plane of plies 2 1.300.000 1.500.000 1.100.000 1.500,000 1,500.000 Face grain parallel or 3 1.100.000 1,200.00 1.100,000 1.200,000 1,200,000 perpendicular to span . 4 900,000 1.000.000 000.000 1.000.000 1.000.000 Srr U.g.C. Standard •c,'2'') for plywood species croups. For C.0 and C•D, the combination or Identification lade% and panes thickness determines the species croup and therefore the stress permuted, as in the following table: 'Wet cdndit(on or use corresponds to a moisture content of 16 percent or more. 't3ry condition of use corresponds to a moisture content of less than I6 percent. IDENTIFICATION INOEX• ' — THICKNESS (Indium 12/0 1810 2010 2410 32/16 42/20 4&24 14 4 i v 1 .... 4.0 DRY t; 0ouglu 4 unommosoure I6F' 1 4 s 1500 — . i 63 385 1 4 3 •tor 12.. ".and )b• 16. TABLE NO. 25.C.1 f. i,Pt`t l`, PART A— ALLOWABLE UNIT STRESSES FOR STRUCTURAL OLUED.LAMINATED SOFTWOOD TIMBER FOR NORMAL LOADING DURATION— VISUALLY GRADED Lid UMW, 4 stresses, RECEIVED CITY OF TUKWILA COMMINATION SYMBOL 1 NUMBER OF LAMINATIONS 2 TENSION PARALLEL TO ORAIN IP') * Ay,OWASLItUNIT COMPRESSION PARALLEL TO GRAIN IPA) 6 STRESSES IN PO NOS HORIZONTAL SHEAR IF,) WHEN LOADED; PER SOUARI INCH COMPRESSION PERPENDICULAR TO GRAIN (Pr 4.) 9 MODULUS OF ELASTICITY 110 10 EXTREME RISER IN BINDING (F4)' -- •••� Load Parallel to Wide Fees of Lammatlona 3 �• .--- Load Perpendicular Io Wide Piece of Lamtnarlona 4 Pan11ei to Wide Pace 7 Perpendicular Io Wide Pace • 4.0 DRY CONDITIONS OP U51' 0ouglu Fir and Western Larch' I6F' w�= 4 or more 1600 1300 1500 — . 63 385 1,600,000 18P' 4 or more 1800 1400 1500 = 6S 383 1,700.000 20F' 4 or more — :000 1600 000 — 63 383, 1,700,000 2217' 4 or more — 2200 1600 1300 — 65 385" 1,800.000 34P 4 or more — :400 1600 1500 — 65 38S' 1,800,000 I' 4 or more' 900 1200 1000 1500 145 65 38S 1,600.000 2' 4 or more' 1500 1800 1400 1800 145 65 385 1,800,000 3' 4 or more' 1900 2200 1800 2100 145 65 450 1.900,000 4' 4 or more' 2100 2400 19110 2000 145 65 410 2,000,000 S' 4 or more' 2400 2600 2100 2200 143 65 450 2,100,000 w..,.. ..,- ....,. ORY CONDITIONS OF USE' I , DOUGLAS FIR AND WESTERN LARCH OUTER LAMINATIONS AND WESTERN W000S INNER LAMINATIONS' 16F' 11 or more T- 1600 1300 1200 — 145 385' 1.500.000 20F" 12 or more -- .000 l350 1250 — 145 4S0 1•-- 1,700,000 24F" 12 or more -- a 2400 1400 .......∎- 1300 — r--. 145 450 —...�, 1,800,000 1 4 or more 525 — •-. _ --• — _ -- 1,000,000 NO11103 91St FOOTNOTES FOR TABLE NO. 25.C.1 Unit stresses for bending members are based on a depth of n ers of 12 inches or less. For members greater than 12 in in depth. the size effect factor is applicable. Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent or less as to most covered structures. For wet conditions of use the following maximum percentage of the dry use stresses shall be permitted: Ph f Rending) and PI (Tension) 80 percent F� t Horizontal 5hean 88 percent iv Fe ICumnression Parallel to Grain) 73 percent f'� 1. (Compression Perpendicular to l;ratn161 percent p f7 E (Modulus of Elasticity) 81 percent -' 'Pot more details, see U.U.C. Standards No. 25 -ID and No. 25-11 'For members stressed principally in bending toad applied perpendicular to the wide face of the laminations. 'For combinations using an LI •C or an L2•D for outer tension and compression laminations. allowable stress for compression perpendicular to grain is as follows: L 1-C. 410 psi:12.0,450 pst. •Values shown are for compression face. Allowable stress for compression perpendicular to the grain for the tension face is 450 psi, 'For members stressed principally in axial tension. axial comnression or in bending with Toad applied parallel to the wide face of the Laminations. 'Allowable stresses shown for extreme fiber in bending and horizontal shear wnen loaded parallel to wide face of lamination and for compression perpendicular to grain ate applicable to members containing three or more laminations. The values listed for this combination are to be used in calculating allowable bending stresses and moduli of elasticity for combinations above :ontaining Western woods .ores when loaded parallel to the wide lace of the laminations. Values tdr Douglas Fir and Western larch Idt this combination can be obtained from combinations 1, 2,1 4, and 5 under Douglas fir and Western larch. PART B•- •ALLOWABLE STRESS INCREASES FOR TENSION PARALLEL TO GRAIN AND COMPRESSION PARALLEL TO GRAIN. VALUES SHOWN FOR BENDING MEMBER COMBINATIONS IN PART A WHEN MORE RESTRICTIVE SLOPE OF GRAIN REQUIREMENTS AS INDICATED ARE SATISFIED BY ALL LAMINATIONS 1 Douglas fir and Western Larch COIOINA. /ION COMPRESSION PARALLEL SYMBOL TENSION PARALLEL 10 CRAIN TO GRAIN I AitOWABIE SfAESS GRAIN I ! ALLOWABLE II S (per STRESS , SLOPE P 1 (per cum 241' tO er Loss I t or More ? Lamtnationf 1,311111101101111 111,1 t A 1111 t III i 20 1 >12 • 4 or Mort laminaNOnt Southern Pine COMBINATION L TENSION PARALLEL 1 COMPRESSION PARALLEL TO GRAIN 10 GRAIN Slepe 01 Grain AlIo*»le ( A110101011 Sttett SIMI Increase t 41001 01 Increase +Orr cent) Grain 10er cent) — : 14 2() :1. _U :14 20 u : 1 d 20 li , t'l '1.1 it -1; 11 19 15 � 13 3003 9Nlalina wlO31N0 CITY OF ThKWIL A TABLE NO. 215.C.2--ALLOWABLE UNIT STRESSES FOR STRUCTURAL OLUED•LAMINATED SOFTY 9l O 2 t} nog TIMBER FOR NORMAL LOADING DURATION— VISUALLY GRADED AND E RATED ALLOWABLE UNIT STRESSES IN P,S,l.' P�HMI t t..i:I i COMBINATION SYMBOL NO. OF LAMINATIONS EXTREME FIBER IN BINDING TENSION PARALLEL TO CRAIN COMPRESSION PARALLEL TO GRAIN COMPRESSION PERPENDICULAR TO f RAIN HORIZONTAL SNAAR MODULUS Ole ELASTICITY DRY CONDITIONS OF LSE' Douglas Fir' :_F -E 4 or mom 220() 16110 I'1(1() 450 103 1.S00,000 20F -E ` 4 or more .600 1600 1500 450 163 :,100,000 Southern Pine' 22F•E 4 or more 2200 1000 1.500 '130 200 1,700,000 26F4 E 4 or more 2600 L.2(200 1500 450 200 1,800,000 Hem -Fir' . ��F•1~ } nr more :200 1 X00 1201) 11111EMMINIIIIMMI 11.1 1 1,600,000 1,800.000 26F•G 4 or more 2600 Douglas liar & Hem•Fir Combined" 26F•E 4 or more 2000 1600 1300 2433 165 1.$00.004 Lodgepole Pine' 16F•E 4 or more 1600 1100 1000 250 145 1,300,000 20F -E 4 or more 2000 1100 1000 250 1,500,000 N n Ava) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: , M2000 -084 DATE: 4 -24 -2000 PROJECT NAME: ASSOCIATION SERVICES SITE ADDRESS: 1006 I N D.USYRY E R _..X Original Plan Submittal Response to Correction Letter # # After Permit Is Issued Response to Incomplete Letter APARTMENTS: B i irlg Divis Public Works r Fire Prevention l- 4'2.4 -bU Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete Comments: DUE DATE: 4-25.2000 Not Applicable Ei TOES /THURS ROUTING: Please Route 50 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE S- a-,U Not Approved (attach comments) ❑ DATE: cosznabLuimm swum: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: __ 1•11 • a* •• • Th 1 • • 01a"... • '! . o' ... i . •ft le A••• .• . . = .• 'In • 1 . • . State of liashingto Coonty.of- *-1—TtertiffigirlhifTs"iliTrinreartil irtrpy a deviant in the possession of pro `&itita41..u). u of this date. Medi 1 j_ • Miniature of Mary Public) title Meal or Simi My appointment aspires , ti-dao MI 00 • • aesa •41 ••• • ••• • • io• • 1 j r."3•71:65it. „ o ," I „ 4., • 6e. •■fore. • f j, 1 of• • • • / a • • ...fa. Ma • •••• • %Niv•wl•■•••••• V - VV 1 t_ - s wT r rs 1 `:a. roRr. \ SL T5Mx 5T 1:': � m � S 152x0 5i 4 - 11 ;LE Ts,a� RNDY \ -� \ I irl Z%MLISI T A. �� L saRO MI N�� \' IF F C ST C. \ [MrxL Ti ..- r `'r � � I CE � � . Q O. © K4LL P K BALER v- BLVD ,, g " L I 1 BLVD - 26 rJUR ar x wAm TION sr L < 1 – z , tx 5r � RExrox 25 ,� � 5i SIW � CO � RPoMi � 0R LEA. „ 13110 S . 5 172,10 PL CORPORA ! OR x�xR ..1. Il ' - _" _ r 51 W I 3. ' Sr • M L SRI - i ,R � i�E REM1T0x 5 ro �a ' v iE L7BrN ,� ' RI LLA ' la SITE PLAN N BAYCURBOEJA Roof Mounting Cud, Outline YCCO38-0W8F — Wks saonew VOSDOTIVA CCOBBEa NCCOBBF4 XM] M,MPENINOS Rbxn�Tl�xt • G d 1 — 2 VILD 38 Requited Clew ce for Unit enetaaetion and Roof Penetration Hole Size Required SECT_ X -X 1uL moss s£cTeox o�s au3, AERII�TEfl ILANGES Dimensional Data Dimensional Data and Weights YCC018.050F Outline — Rear AAULDM&NEIONS ARE WENCHES) fmm DwB. 21 C682035 A.v. 1 SECT Y -V TYPIUL fA055 SECTION OP DOWNELGN SUPPLY k AETURp aER l,sr£e TLAxUES 1004 io '0 Z5 de SCALE: 1/8" =1' - 0" HVAC Roof Plan GAS METERS I/STiNEx 445 UNIT 14p#VVR ti ii I 1006 1008 (Z) GAS / ELECTRIC PACKAGED EQUIPMENT SCI RULE TAG AC -1 MAKE MODEL TRANE I YCC048F1MO13 TON 4 CFM MIN I OSA 1600 320 ELECT 208- 230/1/60 MCA 33 MAX AMP. BTU INPUT 50 100,000 BTU OUTPUT 80,000 CLG. BTU 46,500 NET (LBS.) 414 NOTES 1,2,3,4 NOTES: 1. Honeywell 7 -Day programmable night setback thermostat with 5 degree deadband capability. 2. Insulate all ductwork as per code. 3. Manual outside air damper. 4. Unit to be mounted on factory roof curb. ATOX ACCOUNT NUMBER: 252304- 9071 -0 TAXPAYER NAME: PACIFIC GULF PROP.$RTIES INC KING COUNTY DEPARTMENT OF ASSESSMENTS REAL PROPERTY LEGAL DESCRIPTION PROPERTY ADDRESS: 1000 INDUSTRY DR QTR: SW SECT: 25 TUN: 23 RNG, 04 FOLIO: C2078E -A- SUBAREA, LEGAL DESCRIPTION - PAGE 1 NOTE: READ LEGAL LINES LOFT TO RIGHT ACROSS SCREEN. LOT BLOCK Pr_4T: FOR SE 1/4 SEC 26 fi OF SU 1/4 SEC 1319.75 FT TH N 88 -12 -32 W TO POC RGT RAD 397.24 FT ARC DIST 769.01 FT TEN 01 -47 -28 E 25 DAF- BEG 1/4 cm COMMON TO 92.45 FT TN S 01 -47 -28 R 21 FT 174.56 FT C/A 25 -10 -37 TO 5 667.59 FT TR N 88 -12 -32 R 710 FT REVISIONS ECEIVED Cn'V D OF TUVW j a,rR ' Mil PERMIT DENIER DRAWN DATE April 5, 2000 CONTENTS HVAC ROOF PLAN SHEET NUMBER M -1 r C,rs,k:acprevais are He P13 n d 3PPraJot 1 lunderst san dom;ss-i onsa of tCT. ;u tlect o tt,.e V10 :611 con- lily -' does not , or6,�Le Rec,,pt “8,-,te7 code o, ns ,l , slox oY GidV +�e`,�. ' P / I iraDtOf 5 / I / 4 , Y oat Permit No. � ABOVE SECTIONS TB S 02 -22 -22 W TO TPOE TR S 01 -47 -26 R 455..55 F L 26-58-05 R 50 FT TH S 88 -12 -32 E TO TPOB LESS UP RE OPER 0/5 • END OF LEGAL DESCRIPTION 'E FILE COPY U 3 'pUS I1 n .,.. ..— �,,