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Permit M2000-083 - ASF ASSOCIATES
M2000 -083 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL. PERMIT Permit No: M2000 -083 Type: B -MECH Category: NRES Address: 1040 INDUSTRY DR St: 34 Location: Parcel *1: 252304 -9071 Contractor License No: PROSTMI072NG TENANT OWNER CONTACT CONTRACTOR ASF ASSOCIATES 1040 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: INSTALL (1) NEW 5 TON & 2.5 TON GAS /ELECTRIC ROOFTOP A/C UNIT WITH ASSOCIATED DUCTWORK AND DIFFUSERS. UMC Edition: 1997 Valuation: Total Permit Fee: 11,700.00 66.38 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .1( B 5-q-DO Permit Center thorized 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 it. Signature: Date : - rr" rr 0.0 Print Name: _rN%rje '1/ T TitleLlielagrZI_EOWalL 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. 2 ' , CITY OF TUKWILA :•,:::/kOtieSSI.'1040, INDUSTRY ':DR St: 34 •0..itii: ten ASI- ASSOCIATES:- . Status: ISSUED . . .. .::. Type: B-MECH . i'-i -Applied: 04/24/2060 4,arii.1 DI 252304-9071 t i- . . issued: 05/64%2000 ..', ******************************44#********************************.i(*****': Permit. Conditions: 111umb1 ng permits shall be obtained through the Seattle-Ktng ''.County Department of Public-Healthumbing will be . _ 1 f.i9pected by that'ageny4,4poluditig-:All't.gas: piping (296-4722). :::...-,,,. • ,Elpotrical permitS'..06/111 L,fe: 6btairo20 through the 'Washington State: Di v i 9 i 00,-,t.)f:t Labor tipd i. Industri.es and' all e 1 eatr 1 c:a 1 ‘, work will bk.ATISPer tad by that agency (2484.6(,30) .;. 14iiiidily appeuifibleatieess. to roof t mounted ' e4iiipMent i*.,- 1.. !recfuired.::' i,/- 41.i 'No dhangee.7will., beAnade: to the ,platis uniesa-. approved' by'ithe :.:.i, - „ •t.',t,'Etigineer4and the'Jul,;wila iNilding'Division. ,.t. 2,,,t?t . . . availaple., AU ;the Job site prior to the litart of Any oon.,..,.! . . .., ..", ., 7:!k,,.t,'t:'ff.,,,5;.. "All ipertnfftwf inspepti on. redbrds • anid- Approved Plans* shal 1 ..: be.. ,- Ai :42 , -,:- - .t,-,• ,L f''troOti,bnj,,,:rhesti'don0Mants are*to. be maintained And-AVati blel*Ittl final inspectlon APProval-fls granted. ' ,, f 'All*hst'rupiloh to betd966-i.n. oonfOrpanoe with ipprovtid .;,,,plan$,..4and requiramuntS ort,,the UnifOrmji0ilding Code 41997 '.:-... EdittOn) atvamended'F-Uniform.Meehenical.C6d6 (1997 Edition), „; '1 -..„ andftweshingto0- 8tate-Anergy/:Code (1997! 'Kdition).. Y4 Va1 4dlty Of'.414rM1 t.:' The iS0Oance of a permit or approval-Of 4, Ip1an01 0040jftonttoiv, And' oomputatiOns shall not be'::oon7 --t-,.utrioro to hard tAgirMlt.forv.or An approvalmf, any viplatton 1 ',of ay*. of the proViniOna u the'boilding,eode or ›ermit No: M2000,!-.083 !othuK:ordinanne of the jurisdiction. No permit pronumind givn'AiLithor1ty to violate or candoLthe provisions or thte 'coda Oall.be valid. !Manufa4torera installation instructionn roquired on siie for the oilding inhpoutors roviow. ,$ • i4e-q- t!".c - • • .1, • , • b. a(* 32 t A' E, 31., CITY OF T UA VILA 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. Projec Name/Tena s. Value of , c anic I E . uipment: Site Address : e City Stat • ' . : Tax P rcel Number: Propgr Owner: G4 Ft L �t/ Pi .77 S Phone: 457 ST— W7611e-F- Street Address: Fax N. (�, .�) City State/Zip: Fax #: ( ) 0 Contractor: 0 Sr4 F m / c-A -4.. Phone: ( �� � _001 r Street teregosc City State/Zip: 333-1 o Svk -rr- 471l 35 Fax #: (we) 30,1 O Z — `� �l Contact Person: 51E.0 Phone: ( ) 1t Street Address: r 7r Pilo �T�LL� City State/Zip: Fax #: ( ) 11 MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO RE FILLED OUT BY APPLICANT) Description of work to be done (please be specific): I06 N Et Tom 1' Z. S TVA( 6 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 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 tho agent to submit this permit application and obtain the permit will bo required as part of this submittal, I HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY eY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. IUILDi GOWN ORAUTHORIZED` ENT: Signature: / ..� .:v /`.4.�. - e Date: �'► f ..,015 Print namo: i .... _ ' I�1 Phone: ) get ..�1 t Fax N. (�, .�) Address: , & 0 City / State/Zip: ,,, , 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: -zq Date Ilcatlon expires IU-2Lfr App)Jc taken by; (Initials) 11/2/99 mach perndt.doc Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal ✓ Submittal Requirements Floor plan and system layout Jr /'Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) v--Details v4 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 a licable re uirements of the Washin ton State Nonresidential Energy Code. tructural 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 sets of attachments required with application submittal tiril�rrrrll.rl Il ogrur omcirl S New Sin _ le Tamil Residence Heat lost calculations or Form H.6. Equipment specifications. Change -out or replacement of existing mechanical equipment Narrative of work to be don©`inc� R modification to duct work. _.. installation of Gas fireplace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is In safe condition. NOTE: Water heaters and vents are Included In the Uniform Mechanical Code — please Include any water heaters or vents being installed or replaced. 11 !/99 +nlscpoitdoa 1 0 *********************Im***fl.v44t** *xt.tt********************* '- CITY OF TUKWILA, WA TRANSMIT *********************J;)244Y6L* W:V6********************* TRANSMIT Number: R9800277 Amount: ‘ 66.38 05/04/00 11:32 Paymeht Method: CHECK Notation: PRO STAFF MECH 'nit: TLB Permit No: M2000-083 Type: B-MECH • MECHANICAL PERMIT Parcel No: 252304-9071 Sito;Address: 1040 INDUSTRY DR St: 34 Fl: Un: Total Fees: • This Payment 66.38 Total ALL Pmts: Balances *************************************************** Account Code , Description 000/345.830 PLAN CHECK - NONRES 000/322.100 MECHANICAL - NONRES . • • INSPECTION RECOR. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 00188„ 1.f. it t i 2aoo-o 3 PERMIT NO. (206)431-3670 Project: ftsF 5oC.. , plink` lGl ('r Ad resjs: / t call [] Special instructions: .�. D t� w�tted a.m. t:a �� a!pII Requester '. -ess 2' tab 3 (4 . .3c,y0 Approved per applicable codes. J Corrections required prior to approval, COMMENTS: \• 4 R.A . /.L . • 1a • i. it '�rr.a.a a.iila -r ___ ..,r- r...:F- msa.. ».«f T L ... 1 r ' . . e d r. v: A ,r .. lb ' • r _A • ' � •, , r r+ 4 U .� Inspector. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. CaII to schedule reins ection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION. RECOC Retain a ropy with permit PERMIT NO. (206)431-3670 Pr • acts Type, fJns . edi • n: Address: •r. "'I1�. Date called: ore Special instructions: CA.04- 4 Date an ed: fpp a.m. Req ter: , _ Pho • - so4 Approved per applicable codes. kj Corrections required prior to approval. ENTS: A Inspector: Date: APir t _ . /� /! ✓ �I.d ..e `"Jt�ia 0 $47.00 REINSPECTION '; REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reins•ection. Receipt No: 1 Date: • -6W BUILDING SIZING SUMMARY Building Name : Pacific Gulf -1040 Location : Seattle - Tacoma, Washington Prepared By : Pro -Staff Mechanical,Inc *********** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** TABLE 1. INPUT DATA -- WEATHER 01 -04 -80 E�lisck '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 16 hrs SIZING SPECIFICATIONS Supply • Ventilation Exhaust • : 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 (Sena) : 0 % Safety (Latent) : 0 % Heating Safety : 0 % RETURN AIR PLENUM : N TABLE 3. SIZING DATA -- COOLING RECEIVED *� 2 °°° nigbA 1. f,Et1u11 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 (sqf t ) Overall U -value Vent air CFM /sgft Vent air CFM /person 74,228 BTU /hr Load occurs ' ® Aug 1400 69,126 BTU /hr Outdoor Db /Wb - 83.3/ 64.8 F 59,458 BTU /hr Coil Conditions: 55.0 F Entering Db /Wb - 77.1/ 63.1 F 2,938 CFM Leaving Db /Wb - 55.0/ 54.4 F 2,898 CFM Apparatus dewpoint- 53.8 F 646 CFM Bypass factor - 0.050 Resulting RH 200 CFM 0 BTU /hr • 2,333 - 0.068 - 0.28 20.00 Total coil load Sensible coil load - SQFT/Ton Cooling BTU /hr /egft - Cooling CFM/sqft 51.9 it 6.19 Ton 5.76 Ton - 377.16 31.82 = 1.26 TABLE 4. SIZING DATA -- HEATING Heating coil load Ventilation load = Total load _ Ventilation airflow= Supply airflow 54,034 BTU /hr 32,349 BTU /hr 21,685 BTU /hr 646 CFM 2,938 CFM Heating BTU /hr /sgft Heating CFM /sgft =. Floor area (sqf t) = Overall U -value Vent air CFM /sgft = Vent air CFM /person = 23.16 1.26 2,333 0.068 0.28 20.00 *********************************** * * * * * * * * * * * * * * * ** ** & ** * * ** * * *++ 55 i .6W BUILDING DATA FOR Pacific Gulf -1040 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 F 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 : 2333.0 agft Building Weight: M Exposures : N, E, S, W Are Multiple Wall, Roof, or Glass Types Used ? N No. Partitions : 0 LIGHTING W /egft : 1.70 W /sqft Unocc Diversity: 0 % Wattage Mult. : 1.00 Fixture Type : Rec., Not Vented OTHER ELECTRIC W/sqft . Unocc Diversity: 0 t 1.50 W /sgft PEOPLE Total People : 32 Unocc Diversity: 0 Activity Level : Office Sensible Gain : 245.0 Latent Gain : 205.0 MISCELLANEOUS LOADS Sensible : 0 Latent : 0 Unocc Diversity: 0 INFILTRATION Cooling : 0.10 Heating : 0.10 SLAB Area : 0 Perimeter : 0 Depth : 0.00 People Work BTU /hr /per BTU /hr /per BTU /hr BTU /hr CFM /agtt CFM/sqft sqf t ft ft * * * * * * * ** * * *, ** * * * * ** ** ** ********** *rr**** * * *** ** ** * * * ** * * * **** *** * * * * * ** omPUgO�IVEO TAIIA APR 2 if 2000 PERMIT CENTER fog) BUILDING DATA FOR Pacific Gulf -1040 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 WALL I ROOF ( GLASS U -Value (BTU /hr /sgft /P) Weight (lb/sqft) Color 0.100 M 0.060 D U -Value Glass Factor int. Shades ? EXTERNAL Window Window Reveal SHADING DATA Height Width 0 Depth ge 5.0 ft 4.0 ft 2.0 in Overhang Height Overhang Extension Fin Separation Fin Extension 0.062 1.00 N 0.0 in 0.0 in 0.0 in 0.0 in Exposure Gross Area Glass Area (sgft) (sgft) E Wall S Wall W Wall N Wall Roof (Hor) 297.0 522.0 0.0 0.0 2,333.0 20.0 216.0 0.0 0.0 0.0 *********************************,********* * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** Cfl, E vt A APR 2 4 NH PERMIT CENTER DETAILED BUILDING LOAD REPORT Building Name : Pacific Gulf -1040 01-04 -80 Location : Seattle - Tacoma, Washington Block Load Lite v1.00 Prepared By : Pro -Staff Mechanical,Inc Page 1 of 1 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. LOAD COMPONENT SUMMARY for Aug 1400 ( 83.3/ 64.8 F) Load Component Details Design Cooling Loads Sensible Latent (BTU /hr) (BTU /hr) Design Heating (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 236 sqft 583 sqft 2,333 sqft 236 sqft 0 sqft 0 sqft 1.70 W /sgft 1.50 W /sgft 32 people 0 sqft 0/ 0/ 0 % 18,538 - 1,118 - 8,150 - 79 - 0 - 0 11,555 - 11,011 6,479 6,624 2,311 -404 0 0 218 - 0 0 2, 740 6,579 688 0 0 OM 11,678 0 0 Total Loads 59,458 6,220 1 21,685 Ventilation Load Supply Fan Load Plenum Load Thru Wall Plenum Load Thru Roof Plenum Load - Lights Reheat Load 646 CFM 2,938 CFM 0 t 0 t 0 t Total Coil Loads 6,401 -1,118 32,349 3,267 - - 0 69,126 CTN E %& A O 0 10 cn,034 03A0.11 4 2o - TABLE 2. WALL AND GLASS BREAKDOWN Total Cooling Cooling Heating Net Area Transmission Solar Load Transmission Component (sgft) (BTU /hr) (BTU /hr) (BTU /hr) Walls : NB SE S SW W NW N 0 0 - 0 277 602 - 1,302 0 0 - 0 306 515 - 1,438 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 Glass : NE E SE S SW 0 0 0 0 20 7 1,143 58 0 0 0 0 216 73 17,395 629 0 0 0 0 et ► ,, 143,.. .a "tr ;h-:t Plan Ch:, STRUCTURAL CALCULATIONS For Pacific Gulf Properties (BLDG. q30) 1006 Industry Drive Seattle, WA.98188 RECEIVED WIL APR 2 y 2000 PaRMI7 CENTER 20 i Lo'oD Prepared for PRO -STAFF By Peterson Strehle Martinson Inc. CITY M2000-063 SOW MAO MAIM 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 @ 24" OC: SUBPURLIN 0.7 psf MECH / ELEC / MISC 0.3 psf ortroVA40 istraumaiLe the oar APR 2 p RMO C@N vaR PETERSON JTR EH LE l' /lA RTI NSON. 1 NC. CONSULTING ENGINEERS 820 JOHN StRtelit. SEAt7LE. WA%HIN(1toN 98109 OrricE (206) 622.458(1 / FAX (206) 622.0422 JOB: emit) OAte: 4'' -161 -co BY: SUBJECT: * WC UNIT CCO*044 Ili ce) + fa + = 6e:5 4-)17t , . = - 0 0 I'S) + ao 4/ ' ` U Lj RECEIVED CITY OF TUMNILA 101 ( R. = 67 1o* (+76012) OR 2 a 1000 Pit a 68 ''' '1'-1 ) PERMIT CENTER M " 6'11©g`t.ei - 680 /z : S511011/1 r aeIlO x111/(1,15V f30o) = 2265. S � < ASO iri m3ctsT 6x14 D.F.4 °.1 itrt3 > con atilts 3ettel 072 V1415D14* Mf= 810;48ft1 -6e0xR r4 ,q (2r4111) x I 2/(I, Zoo) .046,45' <_ 1 SCI *cli ,t „ 'J 8 v.� . #z 1 ) /td; 1 MT PETERSON ::JTRI:HLI? IVIARTINSON, INC. CONSULTING ENGINEERS 820 101IN STREET. SEATTLE. WASNINtlrlN 9gI09 OFFICE 12061 622.4580 / V. x 1206) 622.0422 F=6 0/.4) w (6.50* (460`) ite*, M - _ tea? 4 6¢Ox r:154.2. &' N(t Wa aE x i -- __ x Iez. a 5 I* JOB: DATE: SUBJECT: BY; /�'�7 ( lb� el'tRlfKlt te&ab tre0xI121(1,15)( spa, I tn1 < fi6 %nb c NPR 2 "" moo cv 6A 1 M Single Span Beam Analysis Description Exist Beam Chech for New A/C Units General Information snow Center Span 29.50 ft Left Unities* 5,75 ft Right Cantilever ft Unifo rm Loads On C.ntsr Span.. 01 0.880 Mt Point Loads MormaM of Inertia EfaNb Modulus Sewn End Pbdty 2,490,750 Ira 1,800 ks Pkn•Pkt On Left Cantilever... 01 0,480 k/f1 on Right Cantilever... 01 Wfl C.nN, Location Moment Shea Deflection 0.000 ft 46.93 k•ft 11.28 k 0,00000 In Left Cant 0,00011 0,00 k•ft 0,00 k 0,00000 In Right Can 0,000 ft 0.00 k•ft 0.00 k 0.00000 In I Moments... Max • 0 Center Mss• a Center • LM Cant • Right Cant Maximum • 66.06 k•ft et 18,68 ft •96,93 k•ft M 0,00 ft 46.93 k•1t 0,00 k•ft «.86 k•ft Shears... • Left • Right Maximum Deflections... 0 Center 0 Left Can. 0 Right Can 11,28 k 8.78 k 11,28 k Reactions... Len ROI •1.617 In at 16.60 ft 0.664 In et 4,76 ft 0.000 In it 0.00 ft 19.24 k 8.78 k (48AIL � e 1 82 x /60 $ 1.154 � /906 < L'4KO 03c Oruw GeoSr OA. = aox (et,;� x)'% tothfr= 4zotr utc, plat 16- ( m) 11At 310300 Single Span Beam Analysis Description L�i Information Center Span Left Cantilever Right Cantilever fit', .4t 29.50 ft 5.75 ft ft Moment of !nettle Elastic Modulus Seem End Fixity 2,490250 in4 1,800 MN Pin -Pin 1 Uniform Loads On Conley span... 0 1 0.880 kill Point Loads Magnitude Welton Cents Location Moment Shear Deflection 4.880 k -5,750 ft On LeR CantNev/r... 0 1 0.480 Wft 0.300 k •2750 ft 0.000 ft •36.87 k•ft 11.49 k 0,00000 In 0.300 k 5.250 ft Left Cant 0.000 R 0.00 k•ft 0.00 k 0.00000 in On Right Cantilever... 01 RigM Cant Wft k ft 0.000 ft 0.00 k•ft 0.00 k 0.00000 In Moments... Melt s O Center 57.91 k•ft M 10.44 ft Max • O Canter ,36.07 k•ft M 0.0011 O Left Cant 46.07 k•ft O Right Can 0.00 k•ft Minimum a 97.91 k•ft Shears.,. 0 Left Right Maximum Deflections... • Csnhr O LM Cent. a RIO Cent 11.49 k 9.07 k 11.40k Reactions,.. O Left O Right 4,874 In it 16.4811 0.716 In M •6.75 ft 0.000 In M 0.00 ft ZITL,• I. (4.(4 1 1191 Taco <L/ 1;01 OM ar 660 4WOr Ct) .04 X (5 t •IkaOlf .4%r iiP4:50,(or llAC stAIXE 16-F (AM) Cam) L.: Ow: 610300 General Timber Beam Description New Member Under A/C Unit General Information Section Name 2* 1 Beam Width Beam Depth Member type Load Our, Factor Stem End Fixity Full Len h Uniform Loads Canter Left Cantilever Right Willem 1.500 in 5.500 in Sewn 1,150 PM•PM Calculations an designed to 1967 NOS and 1967 UNC Requirements I Center Span Left Cantilever Right Cantilever Douglas Fir • WO, No.2 Fb Bail Allow Fv Allow Fo Allow E 3.03 ft Lu R Lu ft Lu 900.0 psi 95.0 pal 625.0 psi 1,600.0 ksi 3.03 ft 0.00 R 0.00 ft DL OL DL 21.70 OM NM n1Ult LL LL LL Spann 3.83ft, Beam Width F1 1.500In x Depth ■ 5,5in, Ends are Pln•Pln Max Stress Ratio Maximum io aMoment le Mex. Positive Moment Max, Negative Moment Max • LM Support Max RIO Support Max, M Mow lb 317,72 psi Fb 1,29916 pN Deflections Center pan... Deflection .,,Location ...Length/Dell 0.346: 1 0.2 k•R 0.9 k•ft 0,20 k•ft 0,00 k•ft 0,00 k•ft 0,00 k•ft 0.52 N 3542 psi Fv 100.25 psi M 1,916 R st 3,030 ft Maximum Shear 1.5 Allowable Shear, Reactions,,, Left DI. Right DL • Left Right Camber: • Left a Center Right Max Max 0.04 k 0.04 k Beam Design OK 0,3 k 0,0 k 0,21 k 0.21 k 0.000 In 0,005 In 0,000 in 0.21 k 021k •0.003 In 1,916 ft 14,557,0 •0,016 in 1,915 ft 2,592.74 Lent cattsver,,. Deflection Deflection Rl9M CsrNiMw►.,, „length/DM 0.000 In 0.0 0.000 in 0,0 0.000 In 0.0 0,000 In 0,0 $tines Cake Rending Analysis Ck CI 31,00 Rb • Center • Left Support Right Support 9ta ar Analysis Design 8hsw Aft Requited Fv: Allowable Searing • Supports Max. Left Resation Max. Right Reaction 7.577 R 14,911 ftimildnout 0,20 k•ft 0,00 k•R 0,00 k•ft Left Support 0,31 it 2.571 in2 100,25 psi 0,21 k 021 k Cat 0 00 in3 60 MUM 1,95 in3 0,00 kW 0,00 in3 a RIO 641ppat 0.31 k 2,571 in2 100,25 psi Searing Length Req'd Bearing Length Req'd Area 1250 in2 eYa 1,299,N A psi 1,346.50 psi 1,346,50 pat 0.223 In 0,23 in Ile: SUMO General Timber Beam Description New Member Under A/C Unit General Information Section Name 2110 Seam Width 1.500In Beam Depth 9.250 In Member Type Sawn Load Our, Factor 1.150 Beam End Fixity Pin•PIn 1 Full Len Calculations are designed to 1107 NOS and 1917 UDC Requirements Center Span 7,83 ft Lu Left Cantilever ft Lu Right Cantilever ft L u Douglas Fir - Larch, No.2 Fb Nee Fv Allow Allow 900.0 .0 psi Fo Allow 625.0 pal E /¢t 1,600.0 ksi 7.83 ft 0,00 ft 0.00 11 h Uniform Loads Center Left Cantilever Right Cantilever Point Loads OL 12.40 0n1 DL Cm f DL 0/ft /ft LL LL LL 50,00 0/ft M/ft 0/ft Live Load ..,distance 210,0 Ibs 1.420 ft 1. ,,, • Ibs I I 210.0Ibs Ibs Ibs Ibs ibs lbs 6,420 ft 0.000 ft 0,000 ft 0.000 ft 0,000 ft 0,000 ft at Beam Design OK Ibs Ibs Spans 7,93ft, Seem Width • 1,500$n x Depth • 9,26In, End* are Pin•PIn 0193 : 1 1,0 k•ft 1.5 k•ft M 3.01511 et 0,00011 Max Stress Ratio Maximum Moment Allowable Max. Poaiiive MorMM Max. Negative Moment Max 0 Left Support Max G Right Support Max, M allow Ib 67718 psi Fb 833.30 pal rNflections Center Span,.. Deflection ...Location .,.Lenglhl0ef 1.03101 0,00101 0,00 k•ft 0.00 k•ft 1,40 N 06.03 pal Iry 100.25 psi Maximum Shear ' 1.5 Allowable Shear: Right Camber: • Left ®Center Right 0.23 k Max 0,23 k Max Reactions,,. Leff DL Right DL 1,0 It 1,6 k 0,63 k 0,53 k 0.000 In 0.041 In 0.000 In 0.63 k 0,63k DiatUald .0.027 In 3.915 ft 3,470,3 Dallied IL•Il Cantilever.,. .0,077 In Deflection 3.915 ft ...Length/Deft 1,212.48 Right Cantilever,,. Deflection .,,LengtVDeft 0.id L9r81 igiAl.Loa11 0,000 In 0.000177 0.0 0.0 0,0001n 0,000 In 0.0 0,0 1 Stress Calcs Mending Analysis Ck CI 31,100 o Left • Right Supped Shear Analysis Design Sheer Area Required Fv: Alkosble NNdllq • Supports Maur. lit Reaction Max. Right Reaction R b 14,901 R 27.200 IditatMid 1.03 k•ft 0.00 k•R 0.00 k•ft • Left Support 0.96 k 8.702 102 109.25 psi 0.63 k 0.63 k Siot 21.391 Ina Area 13.575 In2 0.732 14,031113 0.001n3 0.00 Ina Right Support 0,96 k 8.716 In2 100.25 psi Bearing Length Rigid Searing Length Req'd elli> In b 033,30 psi 1,138.50 psi 1,13160 psi 0,876 in 0,977 in o ;of • A poN+1T cs$1° M. SI0100 General Timber Beam L, Description typ purlin check with A/C units I General Information Section Name 4x14 Beam Width Beam Depth Member Type Bm Wt, Added to Loads Load Our. Factor Beam End Fixity Wood Density Full Lsnah Uniform Loads 3,500 In 13,2501n Sawn 1.150 Pkt•PM 20.000pc( Calculations are designed to 1997 ND* and 111117 UDC Requirements I Center Span 19,33 ft .....Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir • Larch, Dense No.2 Fb Base Allow 1,450.0 psi Fv Mow Ft) Mow 455 0 psi E 1,700,0 ksl 0.00 It 0.00 ft 0.00 It Center DL Left Cantilever OL Right Carat/et 01 LPoint Loads Dud L Los d ,,,distance 140. 16000 R 49.80 OM LL NM LL Oft LL 200.00 NM it ff/R Ifrir a: 5 ibs iim Ibe IW Ibe Ibs Ibs Ibe Ibe ibe lb* lb. 0.000 ft 0.00011 0.000 ft 0.000 ft 0.000 ft 0,000 ft Span• 19,338, Beam Wkllh Max Stress Ratio Maximum ��wable ent Max. Positive Moment Max, Negative Moment Max 0 Left Support Max • Right Support Max. M Mow ro 1,428.89 pit Pb 1,087,60 pit Deflections C rentterS�p�an,,, -Location ,,,Length /Deft • 3,500in x Depth R 13,251n, Ends are Pin•Pin 0.867 ; 1 12.2 k•ft 14,2 loft 12.19101 t et 9,742 ft 0,00 WA M 10.330 ft 0.00 loft 0.00 k•ft 14.23 Reactions... Maximum Shear Allowable Sheer; fv 83,79 psi LM OL IN 100.25 pal Right OL Camber: 0.57 k 0.00 k ' 1.5 • Rigftht ® Left Center • Right Max Max Beam Design OK 3,9 k 5,1 k 2.50 k 2.59 k 0,000 In 0.252 In 0,000 In 2.50 k 2,59k •0.168 in 9.820 ft 1,378,1 -0.713 In 0,666 It 325,34 N Deflection — LengthtDM RPM Cantilever... Deflection ...LangthlDM 0.000 In 0.0 0.0001n 0.0 0.000 In 0.0 0.000 in 0.0 Stress Calcs cendNw Ana %6 e05 Cf 1,000 • Center 0 Right Support Shear Analysis Design Sheer Area Required Fv: Allowable Bearing •r Malt. Let ReactiornM Mex. Right Reaction as 0.000 It 0,000 12.19 •ft 000 Wit 0,00 k•ft • Left Support 3,75 k 34,3051n2 100,26 psi 2,50 k 2,59 k Sax 102.411 in3 Area CI 1,588 R 87,74 in3 0.00 In3 0,001n3 1 Right Support 3.89 k 35.568 IQ 100,25 pet Searing Length Req'd Bearing Length Req'd 46.375 IQ MAMBA 1 PM 1,607,50 psi 1,667.50 pal 1.569 in 1,627 In Cfri OF "" p01 2 'r peoArt ig MACDONALD • CON•ut. 207 NINTH WHIM 2001 022•4200 MCLos N • HAMMOND TINA 11iGlN1E I 'IArnr. WASHINGTON .110* • JoS! . .L I r r;;... • r OATR, : a+„ MY SUMJICTs i �r i u (') 114 v.( vidt 0 4 ',0 i NV MP s 4 s . .a_ *at an -it 4 tears emi 4 U. 1 T 4 -4 44- 41) pETERSON •TREHLE 1. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WA OFFICE (206) 622.4580 / PAR Olec CI.triRio►I:_vfwl r _ 131 atI1141°P) 2ARTINSON, INC. SHINOTON 98109 (206) 622.0422 • :Alit) _641 __- alooMMO --. • 41101•11111 811111111111 MIMINI•1111 111•1111•11•111 411111•111=1 IMMO 4111111111118 ��1 wid4b r !d 1 W/. !LU 14* Ciao M ONE,) .,r_ _. -.444 -44:. . tr • ...-.e, ,e, n+- t - • orri of .A.10 _ q. P,AVArf C r..,. --. ... .. j,. 0 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 dry or surfaced 2" to 4' thick :' to 4" wide ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH ----- -ter MODULUS of ELASTICITY •'5" u.e.c. sTOs UNDER WHICH ORADEO 90 90 90 90 90 --� EXTREME FINER IN BENDING "rD" Tension Penllel to Drain "e:' Heritentel Sheer " °�" Compno. glen per. pendleuler le Grain "Q;1" Comprea son Penile, Io Onln "Q SIZE CLASSIFI. CATION Engl. nested Uses lSInglel Repetitive. member Uses Dense Select Structural 90 90 90 1900 -- t too 85 455 1300 1,700,000 1130 975 775 450 Select Structural Beams and 1600 - 930 85 385 1100 1,600,000 1050 850 Dense No. y Stringers" 1330 -- 773 83 433 1100 1,100.000 23.2, No, 1 6K � 1030 925 1300 -- 675 85 385 923 1,600.000 25.3 (see footnotes - •- 1,400.000 1,300,000 Selected Decking Commercial Decking — ----�- -..N - -- 2030 1730 A--■ (Stresses for Decking apply at ISN, moisture content) -�+ 1,500,000 1,300,000 Dense Select Structure 1100 -- 1130 85 453 1350 1,700.000 2 through 9 Select Structural posts end 1300 - 1000 85 385 1130 1,600.000 and 11) Dense No. 1 Timbers', 1400 -•- 950 85 455 1200 1,700.000 No, 1 1200. - 825 85 ter, 383 1000 1,600.000 Select Dex Decking 1750 2000 - - 385 -- I, d00.000 Commercial Dex 1450 1650 _ -- 385 , 1,700.000 Select Decking 1750 2000 - - J85 - 1.800.000 Commercial 1450 1650 -- 385 - w .... 1,800.000 .�.� �� ...,. Dense Select Structural ...�... 1900 ..."�,..�. - 1250 8S 435 1300 1,700,000 Select Structural Deems and 1600 -- 1050 43 385 1100 1,600.000 Dense No. I Stringers.' 1550 - 1050 85 435 1100 1, 100.000 Nn, 1 13$0 - oto if 385 925 1,600.00 25.2, Dense Select Structural" - 1750 - 1150 65 455 1350 1.700.000 Ref footnotes Select Structural Posts and 1500 -Y 1000 85 383 1150 1.600,000 2 through II) Dense ,No. 1 Timbers'' 1410 - '150 85 435 1200 1.700,000 No, 1 1200 - 42! 15 385 1 a 1000 1.600.000 �— .4 7 , —_ �- wlecteu Decking Decking - 1001 - - -• - I,,1Nid100 t_'dtnlnerklal Decking .- 1600 - - - - 1.'00,000 Selected Decking Decking - 3130 (Stresses ter Docking apply it 1,900,000 Commercial Deakins ... .m. -. 1000 SCI' � memure content 000.000 DOUGLAS FIR SOUTH ISurtaced Select Structural No, 1 & Appearance No. • " 40.13 dry or surfaced 2" to 4' thick :' to 4" wide green. Used ;,O(» 1700 1400 773 773 at 19re mu. :300 1950 1600 873 175 m,u.i 1150 975 525 450 450 90 90 90 90 90 333 333 333 333 333 1400 1150 900 350 330 1,400,000 1,4110.000 1,300.000 1,100,000 1,100.000 254 see footnotes 2 through 2 and 131 Construction Standard Utility 2" to 4" thick 4' wide •,�..,, 1000 330 275 1150 630 300 600 325 130 90 90 90 333 333 333 1000 850 550 1,100,000 1,100,000 1,100,000 Select Sttvctutal No, 1 do Appearance No. 3 --- 2" l0 4' thick 61 and wider ....�_ 1700 1450 12010 700 1950 1650 1350 800 1130 975 775 450 90 90 90 90 335 333 333 335 1250 1130 950 600 1,400,000 1,400,000 1.300.000 1.100,000 iVEp A o1;EKW p3 footnotes 2 thtottik t(.k ' G , AMt� reN Select Structural No. 1 Beams and Stringers 1 550 1300 �— — 1050 850 85 83 333 335 1000 + 8S0 I,200,000'�ae 1,200.000 Select Structural No. 1 Posts and Timbers 1400 1130 -. 930 775 83 83 .....,,. 335 335 1030 925 ' 1,200,000 1.200,000 Selected Decking Commercial Dec king ... .. Decking - - ...�...�...1 1900 1600 -" ,- -- - - - - •- 1,400.000 1,300,000 Selected Decking Commercial Decking Decking -..N - -- 2030 1730 A--■ (Stresses for Decking apply at ISN, moisture content) -�+ 1,500,000 1,300,000 (Continued) I~h ig TABLE NO. 25•A +1—ALLOWABLE UNIT STRESSES— STRUCTURAL LUMBER-- '(Cominusd) Allowable Unit Stresses for Structural Lumber — VISUAL GRADING (Normal loading. See also Section 2504) SPECIES AND COMMERCIAL GRADE SIZE MASSIF,. CATION ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH U.S.C. SIDS UNDER WHICH GRADED ...+.+.+r.,.. EXTREME FIRER IN BENDING "e,y" Tension to anIn "Pj' He$:entel Sear "Q;' Centeno. �lenp••• peneleular Io Drell "Qrl" - Compna. seen Panlltal In Gnln ''t;" . MODULUS OF ELASTICITY "5" named Uses (SIMNI RepSHllve• member Uses COAST SPECIES (Surfaced Select Structural No, 1 No.2 N0, 3 Appearance Stud .. dry or surfaced green. 2' to 4' thick 2' to 4' wide .�............ Wed at 19h. 1300 1250 1050 575 1210 575 750 425 200 ntaut, m.c.) 1700 1430 1200 673 1450 673 675 500 22S 1......� 875 7S0 623 330 723 350 r� 230 125 65 63 63 63 65 6S 65 65 63 '43 - 245 245 245 243 245 245 245 24S 1 100 475 '0U 425 1030 45 duo 650 425 l,Stl0,W0 1,100,000 1,400,000 14,00,000 1,1OO,OOO 1,:00.000 1,:00,000 1,200,000 1,:00,000 -..1 :5•2 tree footnotes 2 through tl, 11 and 111 Construction Standard Utility 2' to 4..... thick 4' wide Select Structural No, 1 No. 2 No. 3 Appearance 2' to 44 thkk 6' and wider 1300 1100 900 323 1100 .......,..INV 1500 12S0 1050 600 1250 t17S 72S 600 330 '25 65 6S 65 63 65 245 243 j5 245 975 175 475 !475 1,:00,000 1,100,000 1,:00.0000 1.100,000 _ �.�.. Select Commercial Decking 1210 1050 1450 1200 ` .. VININPIIMINMOOP — 5 :43 — 1,100,00yy0� 1,400,000 (Continued) 0 m 4 1 DOUGLAS PIR - LARCH DOUGLAS PIR - LARCH Dense Select Structural DSelect Structural one No, 1 Dense No, 2 No. 2 No,1 Slue (Surfaced dry or surfaced INonhl 2' to 4• thick 2' 10 4' green. Used 2450 2100 2050 1730 1700 1400 1750 100 at 19t• mu, 2800 2400 2400 2050 1950 IMO • .050 925 m.c.1 1400 1200 1200 1050 1000 150 1050 475 95 95 95 95 95 95 95 95 455 385 455 385 433 313 313 315 IIJO 1600 1450 1250 1150 1000 1500 600 900 ' 000 , ,100,0 Q0 X70, ,!00,000 '100'000 ,500,000 IVES F� TUB C(�23�4 ■ rot sit 17f i,GRMtT Construction Standard Utility Dense Select Structural Select Structural Dense No,1 No.1 Dent No. 2 No, 2 No. 3 Appearance 2' to 4' Ihkk 4' wide 2• to 4• thick 6' and wider 1030 600 275 1200 675 323 62S 350 17$ 95 93 93 315 315 313 1150 925 .500,000 .500,000 .500,000 2100 100 1300 1430 1250 725 1500 2400 0550 0 1730 1700 1450 850 1730 1400 122000 0 1000 930 825 475 1000 95 95 95 93 93 95 93 435 4135 313 455 385 383 385 1650 1400 1250 1250 1050 5 1500 1y '00 000 .800,000 '50' .800,000 ,800,00(1 (Continued) 0 m 4 1 TABLE NO. 254—ALLOWABLE UNIT STRESSES FOR CONSTRUCTION MW INDUSTRIAL SOFTWOOD PLYWOOD (continued) w (In Pounds per Square Inch— Normal Loading) to (To be used with section properties In Plywood•Oesign Specilicat!on —See U.B.C. Standard No. 25.9) 4. Shear, rolling. in the plane of plies Parallel or perpendicular to fact rtrain Marine and Structural' structural II 63 49 75 56 63 49 75 56 COMPRES SION PARALLEL TO DRAIN IPr) 6 tat 43' to face grain use I'.I F1 All Other 44 53 44 53 48 5. Bearing ton facet 1 210 340 210 ?40 340 Perpendicular to plane 3, 3 135 310 135 310 210 or plies _ , _ 4 105 160 105 160 160 6. Modulus of elasticity 1 1.500,000 1,800.000 1.500.000 1,800.000 1.800.000 In bending in plane or plies 3 1.300.000 1,500.000 1,:00.000 1,500,000 1.500.000 Face grain parallel or 3 1,100.000 1.300,000 1.100.000 1.200,000 1.300,000 perpendicular to span . 4 900.000 1.000,000 000.000 _ 1.000.000 _ 1.000.000 See t;:IL.C. Standard 7,7o.!:S.0 for plywood ,pecies ovum, ror t�.0 and C.1), the combination or !denial:anon index and panel thickness Jetermtnes the town Stroup and therefore the sirens permuted, as in the following. table: 'Wet condition Of use corresponds to a moisture ■(Intent or 16 percent or mute: ' Dry condition or use corresponds to a moisture eonlenl or less than 16 IDENTIFICATION INDEX' THICKNESS (Inertial 1210 MINIUMI 1610 111EM1111111111■11 2010 Mil 2410 MINI EV COMPRES SION PARALLEL TO DRAIN IPr) 6 El ISM ., MODULUS OP ELASTICITY HO 10 .I Load Psrpendlauler to Wlde Faao of Lannnalfono 4 - Para1Ia110 Wido Faae 7 Paro•ndlculer to Wide Fele 6 ICU 1 4, 'i Oov�lae fir and Wealern Larch' 111111111111111 16F' 4 or more 3 I •. 1500 - , 165 385 1,600,0110 4 4 or more •!Ur 1:�'� ", and !6, 16.E 1"- lie (Jump 4 •Iresus, TABLE NO. 264.1 PART A— ALLOWABLE UNIT STRESSES FOR STRUCTURAL OLUED'LAMINATED SOFTWOOD TIMBER FOR NORMAL LOADING DURATION— VISUALLY GRADED RCt:IVE' IIA APR 2 ?00 �nntTE?F� COMBINATION SYMBOL I NUMBER OF LAMINATIONS 2 A • WA L - UNIT STRESSES IN POUNDS PER SQUARE INCH DITREME PIatR IN • /NDIHO IP6)' TENSION PARALLEL TO GRAIN IPr) 1 COMPRES SION PARALLEL TO DRAIN IPr) 6 HORIZONTAL SHEAR IF1) WHEN LOADED: COMPRESSION PERPENDICULAR TO GRAIN tF i 1 MODULUS OP ELASTICITY HO 10 Load Parallel to Wlde Faae of Larninelione 7 Load Psrpendlauler to Wlde Faao of Lannnalfono 4 - Para1Ia110 Wido Faae 7 Paro•ndlculer to Wide Fele 6 DRY CONDITIONS OF USE' Oov�lae fir and Wealern Larch' 16F' 4 or more •- 1600 1300 1500 - , 165 385 1,600,0110 I IF' 4 or more - 1100 14011 1500 - 165 315 1,700,000 20F. 4 or more - 2000 1600 1500 - 163 313' 1,700,000 4 or man .- 2200 1600 1500 - 16$ 385" 1,800,000 4 or more - 2400 1600 1500 - 163 385' 1,800,000 i' 4 or more' 900 1200 1000 1500 14S 16S 385 1,600,000 2' 4 or more' 1500 1800 1400 1800 143 163 385 1,800,000 3' 4 or more 1900 2200 1800 2100 14$ 163 450 1,900,000 4' 4 or more 2100 2400 19X0 :000 145 163 410 2,000,000 5' 4 or more 2400 2600 2100 2200 143 163 430 2,100,000 DRY CONDITIONS OF USE' DOUGLAS FIR ANO WESTERN LARCH OUTEN LAMINATIONS AND WESTERN WOODS INNER LAMINATIONS' I6F' 11 or more -- 1600 1300 1200 -- 145 385' 1,500.000 ;0F' 12 or more -- 2000 1330 1230 - 145 _ 450 1,700,000 r- 24F 2 or more •- a 2400 1400 1300 - _ 143 _ 430 1.800.100 1' 4 or more 525 - -. - - - -- 1,000,000 ig ` FOOTNOTES FOR TABLE NO. 254;1 Unit stresses for bending members are based on a depth of h,mbers tit 12 inches or less. ror members greater than 12 i�. ,es in depth, the site 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 in most covered structures. For wet conditions °fuse the following maximum percentage of the dry use stresses shall be permitted: J Pr, (Bending/ and F, (Tension, 8O percent F,. (Horizontal Shear) 88 percent .0 Pe ICumpression Parallel to grain, 13 perctett Pei. lCumpressiun Perpendicular to t.;raint 67 percent A sfs E I Modulus of Elasticity) 83 percent —' For more details. see U.U.C. Standards No. 25.10 and No. 25 -I I 'For members stressed principally in bending; load applied perpendicular to the wide face of the laminations. 'For combinations using an L I -C or an L2•13 for outer tension and compression laminations, allowable stress for compression perpendicular to grain is as toltows: LI .C. 410 psi: L2•D, 4S0 psi. • Values shown are for compression face. Allowable stress for compression perpendicular to the grain for the tension face is 030 psi. 'For members stressed principally in axial tension. axial compression or in bending with load applied parallel to the wide lace at the laminations. 'Allowable stresses shown for extreme fiber in bending and horitontal shear when Waded parallel to wide face of lamination and for compression perpendicular to grain ,ire 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 elastteity tor combinations above ;ontaininq Western woods cores when loaded parallel to the wide face of the laminations. Values for Douglas Fir and Western larch for this combination can be obtained Irom combinations 1, 2, 3, 4, and S under Douglas fit and Western larch. PART 8— 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 REOUIREMENTS AS INDICATED ARE SATISFIED BY ALL LAMINATIONS Douglas Fir and Western Latch COMOIN A• %YMOOL TENSION PARALLEL 10 GRAIN SLOP( O i I NCREASEI (H► anti COMPR t0 ION PARALLEL L 10 Ot Ltss Laminations 11 ar Mat lamon•henst :21' 1:13 1 f1 1 10 24F 1:11 i 1'1 iii ALIOWAILE STRESS SLOP( OF ' INCREASE GRAIN ! leer genii e Of Mart 1 laminations 1 ;12 1.3 1 :12 211 COMOINATION SYMIOL 1S1' 1W 2111' ;Ol' 1 1 4( 221P 2$1' i 1)44 -II: ..) 24V t 11 Southern Plne TENSIONOA PARALLEL COMPRESSION to PARALLEL Allowut11 Allowable I t SUM Stops o1 inmate Slott of Increase Crain I toe eentt Grain (per snot d4 20 :12 20 :14 _N .14 214 14 .fi :1.3 13 : I•'; )7 113 '13 toff'( TABLE NO. 25•C•2— ALLOWABLE UNIT STRESSES FOR STRUCTURAL OLUE0 LAMINATED SOFTWO '? 4 it TIMBER FOR NORMAL LOADING DURATION — VISUALLY GRADED AND "E" RATED Nq OF 3003 9N1al1n@ WliO3IN0 • .,. ALIOWAILt UNIT PAUSES IN P3.1.1 oe COMSINATION SYMBOL NO, Of LAMINATIONS EXTREME iiMIR IN O(NOINO Psi TENSION PARALLEL TO GRAIN F. COMPRESSION PARALLEL TO GRAIN COMPRESSION PERPENDICULAR t0 GRAIN HORIZONTAL SHEAR MODULUS OF ELASTICITY 1 CONDITIONS OF L'SE1 step Douglas Fir' 4 or more 2 :00 ! 1(100 1300 430 ids ' 22F -E 1,800,000 2nF•E 1 4 or more ::000 1600 1301) 450 105 2,100,000 Southern Pine' 22F•E 4 or more 2200 1 1000 1.300 4511 200 1.700,000 20F•E 4 or more 2000 1000 1300 430 200 1,900.000 Hem -Fir' 1 ° 2200 1200 IIIMIIIIIIISMI 1,RA0,000 26F4 4 or more 2600 1300 IMEMINIMINI 155 1.800,000 Douglas Fir & Hem -Fir Combined' 1 1.800,000 26F -E Lodgepole Pine' 4 or more 2000 1000 1500 165 16F -E 4 or more 1000 1100 1000 250 145 1,300,000 30F -E 4 or more 2000 1000 250 1,500,000 n N 1 ti nuWE' YC-D-9 Package Gas/Electric Units Convertible Models YCC018 -060F 1 -1 / 2---5 Ton MEWED CrrY of Y'''`'AW -t APR 2 4 2000 PERWT CENI'kF Dimensional Data YCC018.O6OF Outline --- Front with BAYCURB030A Curb (ALL OI MENS ONS ARE W4 INCHES) "O" CAI INCt RECETUKWiti.a Cri'Y OF APR 2 If 2000 PERMIT CENTEIh "0" CABINET 0E1. "A" A CURD—, DUCT -�` UNIT OA$KCT RANK UNIT CURD OA0C CUNR CON CC/ I Realign T IOLO� UowN CLIP CABINET SIZE MODEL „A,. „B„ ,.C„ ' 0'' „ it „F„ „0„ "H„ A" YCC018 & 024, YCC030F•L 14 =1 8 18.5 8 36 34 25.3 10 13.3 4 — "II" YCCO30F4M, YCC036F•L, YCCO36F•M 141(8 16.5(8 • 36 34 29-3/16 ,.�_—..._ "C" YCC036F•H, YCC042F -M, YCC048F•M 14.1 8 16.5 8 _ 36 34 29.3 16 _13.314 13.3 4 , 8-1/8 7 8 "D" YCC048F -H, YCC060F•M 14.13 16 21 45 34 33.3/8 13.3/4 101/8 9.7/8 From Dw9. 210661772 Rev, 0 Dimensional Data and Weights YCC018.080F Outline — Rear (ALL DIMENSIONS ARE IN INCHES) RECEIVED MTV OF TUKWILA APR 2 4 2000 peon' CENTER LERAL01L A BONERPANE H�{O�RPPI4ZONTAL ON KNIO 24i I DIA, CNTRY CAI COUCCION WIAMIN SECT, X -X TYPICAL C110111 KRIl(TCR LANOLSNION SECT Y-"( TYPICAL 4T1pN Of DW9 * SUPP1` RUNN MAKIN /CANOES CAM41T CI Ir mini A 0 C 0 1 I 0 N f II LAM A :, ar iTirurr 701 4.1/1 a 2W114 IM/I4 11•IJI4 M /14 •1704 il 31.5114 um 10 7 44/I4 �! rror 701 norarrirwrim r :r n 14 now • "r r iz hilt rni •rirlli� �7! lmi tIS.0 451/4 a *3/11 1.404 11.1/14 4-4/14 117/14 17 2471 11.1/2 10 3 4.1/11 YCCOTOre1 14411 21 Nlli YC007iii1 " iti C 9CC031 N Ea 77 4 101 123.7 1111911 43.3/4 _ X 2.7/14 IM/I4 11.1 /11 151111 11.1/1 11 1971 261 1 11.1/2 10 3 1314 Y00012141 raarzurti 1221 larti no EMI m1011 ra 1032 124.1 0 YCCOI N IOU EM M95/1' 15 37411 211/14 III/0 415114 it /1 21.15116 29.12 14 31/3 55114 YCCOiOT#1 175.4 1014 131.3 103 192 25 29112 From 0w0. 210061680 Rev. 1 General Data RECEIVED �'�I art OF APR 2 4 2000 PERMIT CEtti ; 811 MODEL NATEO VOLTS AAA, RATINGS (C00L1NG)tb 81111 Sow Indaa Air flaw CfM) SSEEN ( EER / Tt /W ATT•INI.) Nebo NI No. A.G.A. RATINGS (WINING)* OW Wulf 1 �"i "11.1$040:411./Ma) Itruttlin Um. . /Mme") al ONO YCCO41FWNOG YCCONFIMOG 206230 1/00 48000 80000 9.50.05 9.28 /5/10.011 6.4 6.4 F3MOS 00000 2000 0.32 1.00 45/75 11111 ,111 L.R. 230/3/00 45 45 CUMATUFF' 1 200.230/3/80 17,5 —118 PLATE HI 3116 .2 1 OUTDOOR COIL — TYPAL r.P,I, Fut Am I Ft) cIN000R cols — TYFt FIN Ana M. rt.) Km WOO Dud NA C. nsd eialt" ) 3 PLATE 3 3 3_/4" FE NE UTLINE 6 MALES ORNNINO 11111 22 CT /21 OUTDOOR MN — TYPI PROPELLER WW1 / Olt Ni. / Noirlpi le D CTS/ 1 NM R.P.M. I*2 Ws /HI 676/1/110 FL t —LKAma 1.4 -3 NN000N MN — TYP1 CENT m MO NNo, UsN ) I 1 1 Wiwi ' Ns, MMus W1''' ) RP.M. Wks /HZ F.L. — LK Amp 6 1 200230/1/80 11 30/1/80 3.3 3.9 —11.5 3.3 —1,5 CENTMFIUOAL CENT X UOAL IIX DIRECT /, OMECT 1010 11 200430/1/80 6.0 4,3 -9.1 6.0 2 4 /1 /10 9,7 COMBUSTION MN — TYIK F.L. 1 FILTER - PYIINIINEOT NO TN mmmid Mph. ham kola It. 00 MOW S REFRNIINANT (IN. of 122 NO NO 1 THRO8N8fANAY T 11 11 IN. 3 ot. 11 IN. 3 ot. GAS PIPE SIZE (IN.) 1/2" 1/2" 1/2" ICDIMENSIONS 1Mu d ) XWXO X41X88-14 HXWXO 394 8X41X844 4 HXWX0 39.31 X 41 X 2 / 523 808 / 558 809 / Su nola on Polo 14 13 Dimensional Data RAYCURDO34A Roof Mounting Curb Outline YCC048.060F -- Unita • crr( OF TUKWILA APR 2 a 2000 PERMIT GENIIS AMObf 1 AM OUCT OIINSMIOS A • C Y000�400 - limN VDwl 21 1e -- IIUNMn Di*l 11 -- 22.10 From Dwg. 2100020341Mv,1 Required Clearance for Unit Installation and Root Penetration Hole 81:e Required IINVICI CLIARANCI El 1 OIMENI$ONI Ill 1131ddd lack (Duct) 1,0 MOOR NO, YCCW01 VCC080f ___ r wnn Ow fI emso y ClNmnoI From Coltlbw_iYM Weida From Dwg. 2 tC802038 Rev. 0 Distance (In, Bottom 0.0 lack (Duct) 1,0 0.0 0.0 Front 12.0 c_ 30.0 From Dwg. 2 tC802038 Rev. 0 General Data TIECEIVED CTTY ©1: TuwAnLA APR 2 4 2000 MODEL HATED VOLTS/P11/111 ATRUH'1' RATINGS I000UNOld Indoor Air Flow�ICCyF�M) EEA /SEER (81U(/WATT•H!L) Nato RN No, A.O.A. RATINGS (HEATING)* (1 1111111 BUM &pacify WWII* MUE Top, Moo 11640./MaL) T'Top, of IMIn,/Mw,) YCCO 11111111 1. 30/1/00 18000 ,'I 1,9 9.35/1 .00 VC 24F1L01 YCC030FIL00 CO30FIMOS 230/1/80 23400 9.10 11 1 11 208.230/1/80 30/1/80 19020000 19800 9.20 1.17 9.10 0.00 111 . 0 15000 100/0000 35 65 50000 %gyp 4%000000► 40000 40000 78%/78% 32000 711%/18% 18l TUML NATURAL NAT 1111 '11 POWER COMM - V/MI/NZ 200.2 Min. etch, CO, 1 Pt. CM, -ANN Prot. Ro und. Amos Rto. - Wandd. . � i1 /60 COMPRESSOR No, Uood 1b1s/PH /HZ R.L. -. L $. 1 TUFF~ .0- [1/00 25 CUM'1 200230 10,0 OUTDOOR COIL - TYPE Om/ FAL FL) Fon Ana I , ire, sin in, IN00000 COIL - TYPE f.m l u Ai 11.) lobo Ilito Roldenl t Control Dud l (In.) OUTDOOR FAN - TYPE ZomThetg_NoileSpoods Molt! R.P.M. Wks /HZ F.L. s -L0. s ATE FIN PLAT CCOPPER 3 F"' /0° 15 .5 COPPER 208.20 /1/80 208•X'0 9D 3 CUM'TUFFN 200.230/1/80 20X+ PLATE /E15N Z 38COOPPER 30C /00 1 UFFw 1/1/80 E 15 FIN R e 3 3/4" FE SEE OUT TE FIN 15 6 R NPT OWING 3 3/4 "f SEE OUT 3 1E15 COPPPER I NPT DIVIMNO P 31EI� 3/8 COPPER CAPILLARY 3/4" FEMALE NPT SEE OUTLINE ORIMMNO PLATE 16 0 3k1 . 3/4" FE SEE OUTL ORN NPT 1. UM CT /6 E 1 DIR/ 1010 30/1/00 3.3 LEA PRO1 PROPELLER 1% 1 a 5 , 1RE -c 1/5 000 1010 0 /1/10 23 1/60 INDOOR FAN - No. Usti (lo,) TYPE CENT 9 1 No. Motesodt HP M') DIME'C • Mold *NI IIP.NI. 1 Wks 111/111 200.230 L.R. 1.9 2 /00 1 IFUUOAL 2 toed 200230/1/ 1.0 1.4 - ,9 CENTRIFUGAL U� 1 DIRECT //42 01MIE 1080 1 200230/1/60 2002 1.0 1.4 - 2.9 2.0 2.2 R /10 c1/5 30/1/00 e - 3.3 TAIUGAL /3 1/580 COMNUNTION MN - TYPE CENT 0 - Spuds (Nt 1 *Ms PH/112 i ) 1/2 F,L s IITETTII - Pondoil T 1 Min. F.c. Ar.Ao 11.40 REFRIGERANT Ob. d R'22 m VGA T -1 /� 00 O MECTf 1/35 NO AY 2.0 T 1 3480 100 NO 7 CENTRIFUGAL CENT UGAL 1/240 1/0 1/Z 0 1/060 06 NO 110, TIIR mmAY TH01 V A 3,33 3.0 4,0 Ibs, 4.4 Mn. 4.5 b:. OAS PIPE SITE (IN.) DIMENSIONS Cod UUnuott.(d ') WEIGHT Mt) / N111144.1 1/2 31.1/4 SEE OUT 3951, 1/2" HXWX 31.1/4 X SEE OUTUNE 1/2" 1/2" 57 31.1/4 X 38X 57 35-1/X X SEE OUTLINE WINING SEE OUTU X5NG 34 301 350 / 310 398 / 358 396 / 358 Soo nota on pals 14 Dimensional Data RECEIVED CRY OF TIN": A APR 2 4 70110 BAYCURB030 Roof Mounting Curb Outline YCC018.036F -- Units ri1!nMrT 441 SUPPLY 1� 4 1 From Dwp. 21072E042 114v. Z Mau ° A111 DUCT oMNINOIA lell • 0 0 YCCOtS43V4. YCCO3O,08F.M Duel 21 1181/4 i 12.0 hewn Duel — — 11.1(2 11,1 /1 1 Required Clearance for Unit installation and Roof Penetration Hole 81:e Required SERVICE CLEARANCE DI MENSIONS��' MODEL N0, lell MIEN o YCC030,03 M 2V 210' 0^ 210• 1 e� w�h 26x irtth Of scummy 2'1• wish Ewnornlai Cleoronce From Combustible Metedel11 Side Distance (In,) Bottom 0.0 Bock (Duct) 1,0 Lott OA 1119ht 0,O Front 12.0 Top 30,0 From Dwp, 21C002114 Rev, 0 PLIUTING SLIP ACTIVITY NUMBER: M2000 -083 PROJECT NAME: ASF & ASSOCIATES SITE ADDRESS: _10411.1 (Original Plan Submittal DATE: 12 -15 -2000 SUITE NO: Response to Incomplete Letter # Response to Correction Letter # ____ __ _._Revision # 1 . After Permit Is Issued DEPARTME TS: Buil i�ivision Fire Prevention Or AT 12.14-00 Public Works ❑ Structural Planning Division El Permit Coordinator in DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete incomplete ❑ Comments: _ DUE DATE: 1 2-19 -2000 Not Applicable ❑ TUES /THURS ROUTING: Please Route Er Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: ALPROVAL5 OR CORRECTIONS; (ten days) DUE DATE 1 - 6:2,_ OOO. Approved Er Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE; CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions 1 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: ofiq) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M2000 -083 PROJECT NAME: ASF &_ ASSOCIATES SITE ADDRESS: 41.040 INDUST'RY DR XX Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued. DATE: 4 -24 -2000 Response to Incomplete Letter #_,,.._,. pEPARTMEN.TS: BJ�,�,Divis o i Public Works Firs Pr'ev AWG Structural if Nkle4v-N Planning Division Permit Coordinator DETERMINATION OF COMPLsTENESS: (Tues., Thurs.) DUE DATE:. 4.2,.2000 Complete 'RI Comments: Incomplete Not Applicable ❑ TUES /THURS ROUTING: Please Route Fl Structural Review Required REVIEWER'S INITIALS: ENo further Review Required DATE: 11-4 APPROVALS OR CQR,RECTION : (ten days) Approved El Approved with Conditions) REVIEWER'S INITIALS: DUE DATE 23 ZOQ L Not Approved (attach comments) ❑ DATE: CO,,, RJ ECTION DETERMINATION: Approved 1 Approved with Conditions ❑ REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) ❑ DATE; ,nsammc SNY City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: Plan Check/Permit Number :_,.►9004:90,,_,-„_ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ,- after Permit is Issued Project Name: /BSI Project Address: 0 Contact Person: 1 Phone Number: li dq -45a7 1 Summary of Revision: — AC —z. DlarUr /Vor fit. 2 -�- c� ar= A^rR -� Art,t►— 2r��r4.11Z, Dl a77.1 OF T7hE_ a Se. k; IkJ r-11-4 W Sheet Number(s): Goa � •ice i "Cloud" or highlight all areas of revision Including date of revision Received at the City of Tukwila Permit Center by: entered in Sierra on 1.,.^14'.0(,) q4 08/30/00 City of Tukwila John W. Rang Mayor Fire Department Thomas P. Keefe, Are Chief April 26, 2000 Fire Department Review Control #1,12000-083 (511) Re: H.V.A.C. at A8F & Associates - 1040 Industry Drive Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. unite rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required'. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2 000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic 'shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturers installation instructions. (UMC 608) 2. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 3. In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide.notification of fire at that location. (NFPA 1 -5.6) The installation of wiring and equipment shall be in Headquarters Station: 444 Andover Par* East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Ayr (206) S7$4439 1 ig • City of Thkwila Fire Department Page number 2 W; Rantay Mayor Thomas P. Keefe, Rre Chief accordance with N. '.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) 4. When the control panel door to the room shall have which reads "Fire Alarm" or Ordinance #1742) is located inside a room, the a sign with one -inch letters "Fire Alarm Control ". (City Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) adoptedrFireeor'lBuilding condition and/or the such condition or violation. imply approval Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andoier Park East • Tukwila, Washington 98188 • Phone: (206 ) 5754404 • Fa (206 ) 57$4439 ON • Y 44 • • • State of Mashisyta • County.of "" ••"•'1" lerti'f)t`t)i±t`thii'% i"Zi`'i ind`i'tf''i itt;'tqfi sf —" a damn! is the possession of .5 • tA4dtay�r .c. , as of this date. . hteds h-I2 --9 9, `x ; Wr---r ISISsature of Notary Milt) Title My appointment aspires , L• .,.n•,)• .• • • (Seal or Staapl • IRO ••, • • • • • ••• 1-14 (nei'iliA • TAG vv 1 L -< s s u rr . Ts - 1 . "$•.rvRr \,, II.1- .:t1111 ® :RE t s-r Th ♦ S lon S = 1 . d 23 ST s Tb � REP • ' a24 Is Ro 4 A. NTON r I " %ce.. MET (LBS.) sr �R rnA � 1`, �TU1 5T SPRIAGS q© iL,an' ® PAW'Mp`01,/ r m s m% ncPpT SCUNXE HILL PK WY RAVE a -, s' Ol ❑ vstr Gl la � _� 1 400 Rlvo 8 y rv�m� ST „ STRNNDEN 60,000 558 NTON I TION R' 25 r MIS iPc ft • »" dpllM.' N o wE p, 26 . xiRRio � � TAECF � NR I NO s /I a 7 aTx � s T ,saN L i � 1 . 50,000 • • W 29,200 e 1,2,3,5,0 0 z CORPORA T oR FS _ xFnANDS!n 11kiiTA � . man _, S 17 NO PL CORPORA OR S ttixw � � / 1 j� LVO , . : !I ;... a 1 i o sx ' NH =? ST ,,,mi N SP a a a r ♦ � Pk K 1 I78TR PKP Y' :i NEd /,,,,, * NIrUN• 0. M s \I TRI NO iR 8 ! ' li t + a� .. sr 4 ULM. '. RILLA SI PLAN N TAG MAKE MODEL TON ' r �, MIN OSA ELECT MCA MAX AMP. BTU INPUT BTU OUTPUT CI.G. BTU MET (LBS.) NOTES AC -1 TRANE YCC060F1M013 5 : 400 208 - 230/1/60 43.9 70 125,000 100,000 60,000 558 1, 2, 4,5,E AC - TRANS YCCO30F1LOB 2.5 1000 200 208 - 230/1/60 20.1 30 50,000 40,000 29,200 358 1,2,3,5,0 Moot. Y CCG,2NRPl cEO2G.weFal 0E0.20.rau v. n 0001 SECT, x -x FarEa NN [MT OPENINGS Supgr Gun — — n -Uz 18.1!2 Dimensional Data and Weights Dimensional Data AC - 1 Dimensional Data AC - SECT Y -Y EETEMEL li! imi- �mli ® ® © ®® ® ® ®m ,E41I MEIN •,!u MIIIrr■r r111•1f1lf11 11111rl1611 — .7M 11111W11W1111111111111111iimiirtillrr . 2 . 0 r. © ,21 BAYCURB034A Roof Mounting Curb Outline YCC048.060F — Units BAYCURB030 Roof Mounting Curb Outline YCC018 -036F— Units SCALE: 1/8” = 1' - 0" HVAC Roof Plan GAS / ELECTRIC PACKAGED EQUIPMENT SCHEDULE NOTES: 1. Honeywell 7 -Day programmable night setback thermostat with 5 degree deadbanci capability. 2. Insulate all ductwork as per code. 3. Manual outside air damper. 4. Outside air economizer. 5. Unit to be mounted on factory roof curb. ai.�lf�IJ.rR..l!RI_ls'1lI�A!!I� NOT REzPoiRED. HJRG VNN IS DOL.", ivZt;0 "rf��. ATOX ACCOUNT. NUMBER.: 252309 - 9,71 -0 TAXPAYER NAM'S: PACIFIC GULF PROPHRTIES INC POR SE 1/4 sac 26 E. OF SW 1/4 SEC 1319.75 FT TH N 88 -12 -32 W TO POC RGT RAD 397.24 FT ARC DIST 769.01 " "P T-_ TA 01 -47 -28 E 2O g3 RING COUNTY DEPARTMENT OF ASSESSMENTS REAL PROPERTY LEGAL DESCRIPTION PROPERTY :s13,4ESS: 1000 INDUSTRY DG. QTR: SW SECT: 25 TWN: 23 ONE 04 FOLIO: C20788 -A- SUBAREA: LEGAL DESCPIPTION - PAGE 1 NOTE: READ LEGAL LINES LEFT TO RIGHT ACROSS SCREEN. IGT BLOCK PLAT: as OAF- EEG 1/4 COR COMMON TO 92.45 FT TIT S 01 -47 -28 W 21 FT 174.56 FT C/A 25 -10 -37 TH S 667.59 FT TB N 88 -12 -32 W 710 F1' ABOVE SECTIONS TH S 02 -22 -22 W TO TPOH TH S 01 -47 -28 W 453.35 FT 26 -58 -05 W 50 FT TN S 88 -12 -32 E TO TPOH LESS UP RR OPER R/N + END OF LEGAL DESCRIPTION ' Job #631 11-21 -Oo Ducr 5 uaNe DETEcTOiZS n/Cir Ream r- SHEET NUMBER CU m Go 00 • 0) ( co O m Q C o 4 ECEIVED CITY R OF TOKTVILP. T ?0110 PERMIT ,ENTER M -1