Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M04-136 - CREATIVE DENTAL
Parcel No.: Address: Suite No: Cit y o ii Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us 0223300020 639 STRANDER BL TUKW Tenant: Name: CREATIVE DENTAL Address: 639 STRANDER BL, BLDG E, TUKWILA WA MECHANICAL PERMIT Owner: Name: CALWEST INDUSTRIAL PROP Address: C/0 DELOITTE & TOUCHE LLP, 2235 FARADAY AVE #0 Contact Person: Name: PETER CRELLEY Address: P.O. BOX 33370, SEATTLE WA Contractor: Name: PRO STAFF MECHANICAL INC Address: PO BOX 33370, SEATTLE WA Contractor License No: PROSTMI072NG DESCRIPTION OF WORK: ONE NEW 3 -TON GAS /ELECTRIC A/C UNIT, DUCTWORK, GRILLES, GAS PIPE Value of Mechanical: $7,800.00 Type of Fire Protection: N/A Furnace: <100K BTU 1 >100K BTU 0 Floor Furnace 0 Suspended /Wall /Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 1 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial /Industrial 0 doc: IMC- Permit EQUIPMENT TYPE AND QUANTITY * *continued on next page ** M04 -136 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 361 -0071 Phone: 206 - 361 -0071 Expiration Date:06 /30/2006 Steven M. Mullet, Mayor Steve Lancaster, Director M04 -136 07/27/2004 01/23/2005 Fees Collected: $246.53 International Mechanical Code Edition: 2003 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser Thermostat 0 Wood /Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 0 Printed: 07 -27 -2004 rx• Permit Center Authorized Signature: Print Name: Cit y o Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us 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 performance of work. I am authorized to sign and obtain this mechanical permit. Date: 7/27/0 a SAMt& Ict_i+nv doc: IMC- Permit M04 -136 Steven Al, Mullet, Mayor Steve Lancaster, Director Permit Number: M04 -136 Issue Date: 07/27/2004 Permit Expires On: 01/23/2005 .c. Date: ? O This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or . abandoned for a period of 180 days from the last inspection. Printed: 07 -27 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0223300020 Address: 639 STRANDER BL TUKW Suite No: Tenant: CREATIVE DENTAL PERMIT CONDITIONS Permit Number: M04 -136 Status: ISSUED Applied Date: 07/16/2004 Issue Date: 07/27/2004 1: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 2: ** *BUILDING DEPARTMENT CONDITIONS * ** 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Conditions * *continued on next page ** M04 -136 Printed: 07 -27 -2004 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any regulating construction or the performance of work. Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: ? liNtVvu !LIM.O of law and ordinances other work or local laws Date: 7/7--7 (0 L Printed: 07 -27 -2004 Site Address: 6 3 9 STRANDE $A-V• 1$LDG,E. /Q81 ISuiteNumber: Tenant Name: GR EATrvr- DF_NTAL Property Owners Name: jZ R E F F Mailing Address: 6'3 / , 5 772ANDE 12. 13 L V D. Name: PE i E o . C VZEL�-E Y Mailing Address: D [l 32370 E -Mail Address: AL`Tr 2 ( IRO - 67hFFf ETNAN.XC AIL-Caryl Company Name: Mailing Address: Mailing A Contact Person: E -Mail Address: pliationslpennit application (1-2003) 1/2001 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** PRQ -STAFF 1'AEC{- FMNIcAL 1 .S EIS:I tr-JPc 98G3 City State Zip Contact Person: PE TF_ rz C 2F_ L L r: y Day Telephone: (z) 361 1 E -Mail Address: fiTE /31-0 - TAFF tel FfIf 4N.TfAI . (0N\ Fax Number: (2t6) 36 1 O 111 Contractor Registration Number: P' .c )c rtvt r 0 721 Expiration Date: 6 /30 /L g * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** P - 0. tux 333'7 atiq Company Name: Mailing Address: Contact Person: Day Te Page I King Co Assessor's Tax No.: ( TlnkurLA City SEATTLE City Fax Number: e s g itect:a to b�9 wa. State to Floor: I New Tenant: 0 .... Yes ..No Day Telephone: UN) 36/ Co? - I 981E8 Zip LEA pRi State Zip (26) .g6I — OI2,4+ ans f f City . Day Telephone: Fax ' er: State Zip Zip E -Mail Address: Fax Number: : .. :. .� I!' .:.:? - ,... ti � r + .. a• d L y ... .�� ,_ .. •r, 41 r_,rt�= .- .�.' = '7 •,1 _' . �:ry yS'I`;na � }, .I� ( �'' r'1'v���,y ... T t ]/ V 'C � ° L T ti l '.r..1. ti r ?A: -fin .� a = , �� , �'r - , . ( ;?fir! r t t � M1 T Frl' -� 7"rT t ... :._, r 1 -�C_ £1'l: di d.t •.,.:. :.. �.rt3 _i.:u "' dr�' . t.: 3r11 n.t� '� t �, C t + � �, te , ,MT ' .L ] �.r _+J �. - '. ,Y.4 r ..., , ,3 vmy ... : F } r! +•r .:':r�' =� ' .r� Pr b`f.. z l �R 'i 4 � +�tl t T.r.f . a�� �. yr 7.; }:..;. ed.rr. ,4 �� -]_ '! -.. I i .,I j .,. emo n _ .. ,- .. �.� � .. r .l..:v. .,:�t:Adchtton_ : r T' �+''�2�.-�"'It �� w, i� �A:,_Lrr I 1rXts htig �� � _' '•+. rl FN 5?G-1 ht ,rF 2: - . a .l: :r S tra o t ure '! .. . _ _ _ : .t.. - .. :.4� , 6i::.����;.�t *' 4' kr_.r: T t I !lI t t ` 7 1' Y d i t.rt i :.,4 C (_ n' r� e.al�.: t N w, I d C1 a I C � dj .�:.i �: rti�ui,: '� f �� 'u: ^.•,�pe t ... .!�...y.: rECoriY�� r T," 'TN :ry�.S i-r. h . 4 � u �' � = p U C � z 1• r I - .. _ - P e J{ y �ectt lau�yrp 7 1 4' .Nd 'I . 2'iq n• 'fi' r1 r :i`. a =' .. :,.F_ -w :'1,1._ ja r . :•.C , C : , ; r tst _ , r J , i , ir< 4q i'. I1Y' . a 4:y Y.. .fiyrlr�,..��. �..t:. F., 'Zte: ,: ',tct., t;L'•.Y.i'N11.34E .0. y 't':r� �19k,.5.{ ul�, �41' :,t YI.eh t' : •t. ;,'j,�.r�r �. ,i .�t sir ;iy; ry M1•rrG'i : Al$' , F�i.. #`�; 4 4 F. t� 1 1 .Delrtigii fit ! ` ''"_` ." ..ar:} -;a „,,,,r1 :T. . Y , h ltt _. t44 ' k1' d ,.. -.,, '' r' i r ? t ' T .,� e a Y+. �Q. S J �I� 'r3 �.” � M1 a� 4.�fi• .'�t.2i'.� rya' Sr.. +5� ^= ir-iROZigiraFg 1=1, Valuation of Project (contractor's bid price): S Scope of Work (please provide detailed information): Will there be new rack storage? 0... Yes ❑ .. No If "yes ", see Handout No. Existing Building Valuation: S for requirements. f �t M M h d ' folder - CAllrBili din Wkeas to guare Feb i e Be7owi -qr r PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) •For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: •Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes ❑ .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑...Automatic Fire Alarm ❑...None ❑.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes". attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District ❑.. Water District 1 ❑... Highline Water District 0... City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) VpplicationApcunit application (1.2003) •. • Scope of Work (please provide detailed information): a. a. 0.. a. 0.. Street Use: 0.. Street Use Land Altering and/or Hauling: 0.. Land Altering: 0...Cut Storm Drainage: 0.. Storm Drainage Monthly Service Billing to Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: • lapplicatiosiNpormit application (1-2003) IR'f.AR4 eve er o, ,u Aro, or Iletn.#1: eetandiatimiiiiifie4 O...Channelization/Striping Water Information: City of Tukwila Water District . 0.. Water District #125 0...Flood Control Zone Sewer Information: City of Tukwila Sewer District C].. Val Vue Sewer District O.. Sanitary Side Sewer 0.. Sewer Main Extension • Water... 0 Sewer ... 0 Call before you Dig: 1-800-424-5555 cubic yards 0... Fill 0...Curb cut/Access/Sidewalk Water Main Extension 0.. Private 0...Public Water Meter/Exempt: (., Size(s): Water Meter Permanent #: .-, ... Size(s): Water Meter Temporary #: Size(s): Fire Loop/Hydrant (main to vault) #: Size(s): Miscellaneous: City 0...City of Renton Sewer District 0 .. Private 0.. Public 0... Highline Water District cubic yards 0 .. Hauling City Stale Sewage Treatment El Fire Line .... Day Telephone: 0 ..City of Seattle Sewer District 0...City of Renton Water District 0 .. Deduct 0... Water Only 0 .. Est. Quantity: gallons 0 Landscaping Irrigation Day Telephone: State Zip Zip a. 0 . �a, ' t �F.. ...... ,4t xR+�`�a _�..,,.�.t. N�,: , .,. , t 'o.. d }.n . .. i_ A _ , e,a K '� ' d" 7 ` d :., _ ._.�' d?�,. X4:,5.,. .. r. , ; .1. .R.:J- :7�_..: 5 Untt:T a J" " ,. �.. __.__.T l� _.. �..�a.. — ,. h' }� �-� � P., _ _ ._ • . .;c401.0.001.*: ressori , ., fY`�= Fumace<100K BTU Air Handling Unit >= 10,000 CFM • Other Mechanical Equipment 0 -3 /100,000 BTU • . Fumace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor -: - Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood . 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System I Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind . • MECHANICAL CONTRACTOR INFORMATION p Company Name: / - ETA FF M EEco'wiz AL Mailing Address: Pa s AF, 3 70 SEAT T L tJ 9e133 state zip Contact Person: PET/2 CRELLr V Day Telephone: (2 )6 36 I - 60 71 E -Mail Address: P f` TE12a.frao GT#tPFmEd1AJUrCNL.(v,'V( Fax Number: ( ,3I Dit?.jt Contractor Registration Number. Pep ,S 77' 111, 72 A) 6 Expiration Date: 6/30/0 6 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): Ste! g 0 0 Scope of Work (please provide detailed information): ONE NEW 3 - J`I (,o AS! E L F CT R t C_ Ac UNT-r, nuCrk uttk Pa rat Lt.. s GAS PrPE. City Use: Residential: New .... ❑ Replacement ....El Commercial: New ....t Replacement .... 0 Fuel Type: Electric pif Gas.... Other: Indicate type of mechanical work being installed and the quantity below: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O Signature: � A� il.��''�' AGENT: Print Name: Mailing Address: e0. rgvX 3:gg 71) Sapplicatiiomlpermit application (1 -2003) 1/2003 Page 4 Date: 7/ /04 Day Telephone: 0 -4) ,?6 1 OO 71 5FATTI_E wA 96 )33 City state Zip Date Application Accepted: Date Application Expires: -pS Staff Initials: SieS i ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: PRO STAFF MECHANICAL INC. Payment Check 8222 MECHANICAL - NONRES RECEIPT Parcel No.: 0223300020 Permit Number: M04 -136 Address: 639 STRANDER BL TUKW Status: APPROVED Suite No: Applied Date: 07/16/2004 Applicant: CREATIVE DENTAL Issue Date: Receipt No.: R04 -00955 Payment Amount: 203.22 Initials: SKS Payment Date: 07/27/2004 11:28 AM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount 203.22 Account Code Current Pmts 000/322.100 203.22 Total: 203.22 x.31.72 07/28 9716 TOTAL 203.22 Printed: 07 -27 -2004 Receipt No.: R04 -00900 Initials: SKS User ID: 1165 Payee: PETER CRELLEY ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0223300020 Permit Number: M04436 Address: 639 STRANDER BL TUKW Status: PENDING Suite No: Applied Date: 07/16/2004 Applicant: CREATIVE DENTAL Issue Date: TRANSACTION LIST: Type Method Description Amount . Payment Cash PLAN CHECK - NONRES 43.31 Account Code Current Pmts 000/345.830 43.31 Payment Amount: 43.31 Payment Date: 07/16/2004 03:02 PM Balance: Total: 43.31 $203.22 :,,.2#300 07/16 9716 TOTAL 43.31 .... Printed 07 -16 -2004 Prot: j I car 1 t� Type of Insp ction: A. /A4A - siKi A nn d vc Date Call! g /5/ r ., Special Instructio . s • l , , / / __3o //f/,o Utv '� 440 Az -p l24 i /k\& i .0 , Date Wanted: / a.m. d/9 (p.m. Requester: •• <� / Phone No: a7o �0 " 3 73 - 5 932 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M m Approved per applicable codes. Corrections required prior to approval. COMMENTS: e'r /J A / Inspe ceipt No.: Dat :9 97 , J 8.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter vd., Suite 100. Call to sechedule reinspection. (Date: P t r J i1N (_1 �� ype o Inspera Type of : t _ A dr Dat Called. S cial Instructions: Date Wanted: ea k 0 / 05T( P Requester: r---.. f i1i D PoeNo. C qc -oq( o .- w. nurr,^_ p' YJ '°'Ci""" "M1'. .. •. .. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: ■ 0)4 rnv .st7Y- P - vide e'7' i / ce, / / - rt/r -f4' b Date: � 2 / o5'` Gt...., / tea-/ 8.00 REINSPECTION FEE REQUIRED or to Inspection, fee must be aid at 6300 Southcenter Bivd., Suite 00. Call to sechedule reinspection. (Receipt No.: Date: P {oject: Typ f In spection: /' ',gyp (Arm.; � Dat ed: —2 tJ / 7L b5 Special Instructions: a te Wanted: VN 1 DC a.m. p. m Requester: P one 0 CP / 4 / - 0.) ' --247 7 INSPE ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 „ (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: specto ' k., r .00 REINSPECTION FE REQUIRED. 91ior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: !Date: Z, W J 0Q co W W .N U.; w u. J' rn �; C• Z ` H-� W `. U • Z !il N �. • 0 COMMENTS: Insp tor: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1e- Re eipt No.: 'Date: PER Corrections required prior to approval. Date: //o /nom (206)431 -3670 $ ' 00 REINSPECTION FEE QUIRED. Prjir to Inspection, fee must be d at 6300 Southcenter Blvd. Suite 1 Call to sechedule reinspection. JU N C ' 9 O : g Q a Z 2 m 30: iO N ' ,. D I- �W W; r"! _ Z.. U N O Z A dre a c �p ����,jjj,� pi D at Called: c=. / Special Ins{ {ructions: ate Wanted t.. Requester: I \ t7� Pho�eNo:�) L- fa 3_x C COMMENTS: Insp tor: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1e- Re eipt No.: 'Date: PER Corrections required prior to approval. Date: //o /nom (206)431 -3670 $ ' 00 REINSPECTION FEE QUIRED. Prjir to Inspection, fee must be d at 6300 Southcenter Blvd. Suite 1 Call to sechedule reinspection. JU N C ' 9 O : g Q a Z 2 m 30: iO N ' ,. D I- �W W; r"! _ Z.. U N O Z P 'ect: \ . 1 „ L � Type of� s ction: � l e ��� —� A 9 3 � S GQ' t t j ��""���"'" Date Called: q /O 5- / Special Instructions: D Wanted: t i 6 Requester: !/v pi ZJ 3 ?o0(p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)43 1 -3670 Corrections required prior to approval. COMMENTS: !Date: a /l 6 / O A �„/ , 58.00 REINSPECTION FE REQUIRED /Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 00. Call to sechedule reinspection. Receipt No.: !Date: Pr9tect 1.'r1.'ar t i A ■ Type of Ins. . tion: . ( L._ - . A ress , ! Da, Called: ( / 61- Special .Inst ctions: Date Wanted: TOPS P P.m Requester: �/}� -O ( ' rc57 ,} 4fa3 -3o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: _ � � ,J D- / 10 / a $ . ' REINSPECTION FEE REdUIRED. Prior Inspection, fee must be p• d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: f Date :: NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT: Ir • et) •11 o � o 4:. �. w cra ON Tim1NE Packaged GaslElectiic Rooftop Units PrecedentT 10Tons -- 60 Hz RGsF (D3� ST RA -Hips rt C(, A'r I tow 00 RE VIEWED OMPLIANCE COD APPROVE JUL 212004 City Of Tukwila BUILDING DIVISION myn F 7 1 J Kw u a J UL 16 2004 PERMIT CENTER z C4 ilj v N 0 . w n ' w Z o; al ILL 2 Di O N O H: w I 1- w N :. O z • TRANS' Tbble GD-1 - General Data Cooling Pet/ennane& Gross Cooling Capacity SEER= Nominal CFM /ARI Rated CFM ARI Net Cooling Capacity System Power (KW) Heating Performance* Heating Models Heating Input (Btu) 60 Heating Output (Btu) 47, AFUE% Steady State Efficiency 1%) No. Burners No. Stages Gas Supply Line Pressure Natural (minimum/maximum) LP (minimum/maximum) Gas Connection Pipe Size (in.) Compressor NoJType Outdoor Sound Rating (dBr Outdoor Coil -Type Tube Size (in.) OD Face Area (sq ft) Rows/FPI Indoor Coil - type Tube Size (in.) Face Area (sq ft) Rows/FPI Refrigerant Control Drain Connection NoJSize (in.) Outdoor Fan - Type No. Used/Diameter (in.) DriveType/No. Speeds CFM No. Motors/HP Motor RPM Direct Drive Indoor Fan - Type No. Used/Diameter (in.) DriveType/No. Speeds No. Motors Motor HP (Standard/Oversized) Motor RPM (Standard/Oversized) Motor Frame Size ( Standard/Oversized) 1/2 37,400 10.5 1,200/1,200 36,000 3.91 4.5/14.0 10.0/14.0 1/2 1/2 1 /Climatuff Hermetic 83 Lanced 0.3125 7.19 2/17 Lanced 0.3125 5.67 2/16 Short Orifice 1/3/4 NPT Propeller 1/22 Direct/1 2,550 1/0.20 1,075 FC Centrifugal 1/10x10 Direct/2 1 0.33/0.50 950/1,10(P 48/48 T 4Tons) General Data Standard Efficiency 3-Ton Convertible Units YSCO36A1 YSCO36A3, A4, AW 37,400 10.7 1,200/1,200 36,000 3.79 Low Medium High 60,000 80,000 120,000 48,000 64,000 96,000 81 81 81 81 81 81 2 2 3 1 1 1 4.5/14.0 10.0/14.0 1/2 1/2 1/2 1 /Climatuff Hermetic 83 ' Lanced 0.3125 7.19 2/17 Lanced 0.3125 5.67 2/16 Short Orifice 1/ NPT Propeller 1/22 Direct/1 2,550 1/0.20 1,075 FC Centrifugal 1/10x10 Direct/2 1 0.33/0.50 930/1,100' 48/48 4 -Ton Convertible Units YSC048A1 YSC048A3, A4, AW 50,300 10.1 1,600/1,600 48,000 5.28 Low Medium High 60,000 80,000 120,000 47,000 63,000 95,000 80 80 80 80 80 80 2 2 3 1 1 1 4.5/14.0 10.0/14.0 1/2 1/2 1/2 1 /Climatuff Scroll 86 Lanced 0.3125 6.17 2/17 Lanced 0.3125 6.68 3/16 Short Orifice 1/3/4 NPT Propeller 1/22 Direct/1 2,850 1/0.33 1,075 FC Centrifugal 1/11 x 11 Direct/2 1 0.60/0.80 1,000/1,100 48/48 Low Medium High 60,000 80,000 120,000 48,000 64,000 96,000 81 81 2 1 49,200 10.0 1,600/1,600 47,000 5.40 81 81 81 81 2 3 1 1 4.5/14.0 10.0/14.0 1/2 1/2 1/2 1 /Climatuff Scroll 82 Lanced 0.3125 9.59 1/17 Lanced .3125 6.17 3/16 Short Orifice 1/ NPT Propeller 1/22 Direct/1 3,610 1/0.33 1,075 FC Centrifugal 1/11 x 11 Direct2 1 0.60/0.80 1,000/1,100 48/48 Table GD-1 — Continued Dri No. rs Mot in • • • -Type . Used/DI • : ter (in.) o. Speeds %•. tandard/Oversized) or RPM ndard/Oversized) otor Frame Siz= tandard/Oversized) Filters -Type Furnished 1 ° (No.) Size Recommended General Data 3 -Ton Convertible Units YSCO36A1 YSCO36A3, A4, AW FC Centrifugal 1/11 x 11 BeltNarlable Sheave 1 1.00/ - 1,750/ - - 56/— Throwaway Throwaway 12120x25x1' 12120x25x1' 3.8 3.8 • VANE' (3 - 4Tons) Standard Efficiency 4-Ton Convertible Units YSC048A1 YSC048A3, A4, AW Throwaway (2)20x25x1' 4.4 1/11 x 11 1 1.00/ - 1,750/ - 56/— Throwaway (2) 20x25x1 3.8 Refrigerant Charge (Lbs of R - 22) 7 NOTES: 1. Cooling Performance is rated at 95 F ambient, 80 F entering dry bulb, 67 F entering wet bulb. Gross capacity does not Include the effect of fan motor heat. ARI capacity Is net and Includes the effect of fan motor heat. Units are suitable for operation to *20% of nominal dm. Units are certified in accordance with the Unitary Air-Conditioner Equipment certification program, which is based on ARI Standard 210/240 except AK (380V /60 Hz). 2. EER and /or SEER are rated at ARI conditions and in accordance with DOE test procedures. 3. Integrated Part Load Value is rated in accordance with ARI Standard 210/240 or 360. Units'are rated at 80° F ambient, B0° F entering dry bulb, and 67° F entering wet bulb at ARI rated cfm. 4. Heating Performance limit settings and rating data were established and approved under laboratory test conditions using American National Standards Institute standards. Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet, ratings should be reduced at the rate of 4% for each 1000 feet above sea level. 5. AFUE is rated in accordance with DOE test procedures. 6. Outdoor Sound Rating shown is tested in accordance with ARI Standard 270. For additional Information refer to Table PD-85. 7. Refrigerant charge Is an approximate value. For a more precise value, see unit nameplate and service instructions. 8. 20 x 25 filter on medium and low heat models. 20 x 30 filter on high heat models 9. Motor RPM shown Is low speed. High speed RPM Is 1,060/1,145. 10.Optional 2' pleated filters also available. 13 All dimensions are in inches/millimeters. 3,4, and 5 Ton Standard Efficiency — Low and Medium Heat 3 and 4Ton High Efficiency — Low and Medium Heat ATPRC006-EN • EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 3/4 -14 NPT DIA. HOLE 3, 4, and on Ste. rti Efficiency —High Heat 3 and 4Ton High Mid cy — High Heat 5Ton — High Efficiency ow Medium, and High Heat EVA RATOR SECTION CCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 3/4 - 14 NPT DIA, HOLE Dimensional Data 4 1/4' 108MM 23 9/18' 598 MM 697/8 421/4' 1749 MM 1073 MM 1/2 NPT GAS CONNECTION 4 1/4' 108MM 1/2 NPT GAS •NNECTION ■ I 5 5/8• 143 MM 9 5/8' 244 MM CONTROL AND COMPRESSOR ACCESS PANEL CONTROL AN • OMPRESSOR ACCESS PAN (3 7 5Tons) TOP PANEL 4 1/4 108MM. 58/13/ 141 MM 7 5/8• 194 MM 441/4 112414M TOP PANEL 44 1/4' 1124 MM maw CONDENSER FAN 32 /4' 819 MM CONDENSER FAN CONDENSER COIL UNIT CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8' (35MM) DIA. HOLE UNIT POWER WIRE I 3,3r (28MM) DIA. HOLE 38 /4' 921 MM CONDENSER COIL UNIT CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8' (35MM) DIA. HOLE UNIT POWER WIRE 1 3/32' (28MM) DIA. HOLE 81 num • All dimensions are in inches. 3 -5Tons — DownfowAirflow Supply and Return; Through the Base Utilities ntal Airflow Supply and 3•5Tons — Unit Clearance and Roof Opening Dimensional Data •• 1? • TM14 "�Z MRS,..•` ='�. - CLEARANCE 37' (940 MM) CLEARANCE 48' (1219 MM) 1r • 1114 • 15 11 — •eeew ie ' — rr - TWN00M7e74N 21 0 11• Iw 5Tons) 1Menle ELECTRICAL 3/4 NPT CONDENSATE DRAIN - 3)1 •1? 3 1V1e 1•eew 47 . ►• 13 1/4• 104. 337MM 171 438MM r•i . •� 1e�-. CLEARANCE HORIZONTAL WNFOOW 38' MM) MM) TYPICAL ROOF OPENING 23114' 691 MM 3 3/18' 81MM (1130 CLEARANCE 38' (914 MM) 4 3/4' 121MM RT PAC006 -EN • All dimensions are in inches /millimeters. 3.5Tons — Downfow Duct Connections — Held Fabricated R1:PRC006 -EN 24 3/8' (619 MM) Dimensional Data 1 3/4' 37 1/8" 45 MM 928 MM \ M ` M 2 9�M 14' M - I� I \` I . \ ' l� 25 MM 65 3/4' 1670 MM 141/16' �� (3 tl 5Tons) 65 3/16' 61 3/4' 1656 MM 1588 MM 18 3/4' 425 M 40 3/4' 1034 MM 41 7/16' 1052 MM 14' 358 MM 163/16' / (411 MM) 18 1/18` (459 MM) e ALL FLANGES 1 1/4' (32 MM) 83 Weights TableW f — Maximum UnitAnd Comer Weights (Lbs)And Center Of Gravity Dimensions (In.) Unit Maximum Weights (Lbs) Corner Weights (Lbs) Tons Model No. YSCO36A YHCO36A YSC048A YHC048A 5 YSC060A YHC060A 6 YSC072A YHC072A YSC090A 71/2 YSC092A YHC092A 6r /= YSC102A YHC102A YSC120A YHC120A 3 10 NOTE: 1. Comer weights are given for information only. 2. Weights are approximate. RT- PRC006 -EN 1 -0 1 - 1K- "0"- Z- 7 Shipping N t A 480 572 151 124 96 109 32 19 4 158 589 128 101 110 32 19 597 505 159 130 108 109 33 19 631 539 166 133 114 126 32 20 614 522 169 134 105 114 32 18 666 574 179 140 119 136 32 20 878 735 249 193 132 161 39 21 915 772 249 198 141 184 39 22 963 820 273 208 146 193 38 22 965 822 277 222 147 175 40 21 1066 923 306 243 165 210 39 22 1042 899 297 243 165 194 40 21 1100 957 310 252 175 220 40 22 1130 987 325 265 183 213 40 21 1203 1060 342 277 197 245 40 22 t CENTER OF GRAVITY WIDTH D CENTER OF GRAVITY CENTER OF GRAVITY - LENGTH -r B C e TRA NE Center of Gravity (In.) D Length Width Table W2 — Factory Installed Options I i i tWeights (Lbs)" Net Weight 3 -STons 6- 10Tons .26 36 7 10 Powered Exhaust — 80 Motorized Outside Air Damper 20 30 Manual Outside Air Damper 16 26 K Roof Curb 70 115 Oversized Motor 5 8 Belt Drive Motor 31 — Smoke Detector, Return 7 7 Smoke Detector, Supply 5 5 Coll Guards 12 20 Hinged Doors 10 12 Powered Convenience Outlet 38 38 Through the Base Electrical 8 13 Through the Base Gas 5 5 Unit Mounted Circuit Breaker 5 5 Unit Mounted Disconnect 5 5 Novar Control 8 8 Dehumidification (Hot Gas Reheat) Coil 15 25 NOTES: 1.Weights for options not Iisled are < 5 lbs. 2.Net weight should be added to unit weight when ordering factory - Installed accessories. Accessory 1( Economizer yt Barometric Relief 89 maw 3 7bb/e ED-1 - Unit Wiring -Standard Efficiency Motor Unit Tons Model No. `- YSCO36A1 YSCO36A3 YSCO36A4 YSCO36AW YSC048A1 YSC048A3 4 YSC048A4 YSC048AW YSC060A1 YSC060A3 5 YSC060A4 YSC060AW YSC060AK YSC072A3 YSC072A4 YSC072AW YSC072AK YSCO9OA3 YSC090A4 YSC090AW YSCO9OAK YSC092A3 YSC092A4 YSC092AW YSC102A3 81 YSC102A4 YSC102AW YSC102AK YSC120A3 10 YSC120A4 YSC120AW YSC120AK 7' /x .NOTES: 1. HACR breaker per NEC. #Indicates both standard and high efficiency airflow. 74 Electrical Data Standard Indoor Fan Motor Unit Minimum Maximum Fuse Minimum Operating Circuit Size Or Maximum Circuit Voltage Range A city Circus aker' Ampacity 187 -253 5.3 27.7 187 -253 20.3 414 -506 9.2 15 10.4 517 - 633 7.7 15 8.3 187 -253 34.0 50 36.1 187 -253 23.9 35 26.0 414 -506 12.8 20 14.4 517 -633 9.8 15 10.6 187.253 47.3 60 49.0 187-253 31.5 50 33.6 414 -506 16.0 25 16.3 517.633 12.2 15 12.8 342 -418 19.6 30 - 187.253 32.7 50 34.0 414 -506 17.6 25 18.2 517.633 12.8 20 13.6 342 -418 23.2 35 187.253 42.7 60 45.8 414.506 22.6 35 24.1 517.633 17.6 25 18.8 342418 28.9 40 29.9 187-253 38.9 50 42.0 414.506 20.5 25 22.0 517 -633 15.5 20 16.7 187.253 45.1 60 482 414.506 24.0 30 25.5 517-633 19.5 25 20.7 342.418 29.6 40 31.1 187-253 52.6 60 56.6 414-506 26.9 35 28.9 517 -633 21.8 25 23.5 342418 32.8 40 35.6 (Standard Efficiency) Oversize Indoor Fan Motor Optional Belt Drive Indoor Fan Maximum Fuse Size Or Maximum Circuit Breaker' 40 30 15 15 50 40 20 15 60 50 25 20 50 25 20 60 35 25 45 50 25 20 60 35 25 40 60 35 30 45 Minimum Circuit Ampacity 20.6 10.6 8.3 25.3 13.6 10.0 30.3 15.6 11.8 Maximum Fuse Size or Maximum Circuit Breaker' 30 15 15 35 20 15 45 25 15 RT PRC006 -EN ft 2' 0 U Q ' t) u co W 11) ILI W 0 W 2 � D 0, i0 N' W , Z 0 co; :0 , . Z Structural Calculations for Creative Dental (New A/C Unit) 639 Strander Blvd. Tukwila, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 212004 A-t,e sots City Of Tukwila BUILDING DIVISION I TYnFT I WW II A J UL 16 2004 PERMIT CENTER Prepared for: PRO -STAFF MECHANICAL INC. By D.S. Engineering (Job: 4400) 3121 -147 Place SE Mill Creek, WA 98012 T: 425 -338 -4776 F: 425-337-7140 �rroy /3G r I I I SECTION (E) 5.126x25.5 OLD (E) axe STUD WALL UNDER OLD (E) CURS SCALE: 3/4 ° = 1 ' -0" NEW 4xe DOUGLAS nit /2 w/ SIMPSON 'WS46' HANGER (E) 404 PURUN • V—O' OC BEYOND PROJECT ADDRESS:_ CREATIVE DENTAL 639 STRANDER BLVD TUKWILA, WA 98188 USE TOTAL OF (4 )-1/4' D. (3' LANG) HAG SCREWS W/ FOLDER WASHS;R KEIWEEN ME H. UNIT CURS NO NEW 4xe AND COSTMO OLD (PROVIDE ONE SCREW AT EACH CORNIER) MAX. UNIT WT: 583/ (MCUJDE CURB) PRONE 1/4' OK LAS SCREW • EACH CORNER OF UNIT r EXISTING ROOF SHr0 PLYWOOD D.S. Engineering 3121 147TH PLACE SE MILL CREEK, WA 98012 T 425 - 338 -4776 (F) 425 - 337 -7140 20•-O• ow) (E)4x14.8' -o'OC (E) STEEL BMA aiREs 124 Z0' -D" (639 STRANDER BLVD) r — (E) P/C WALL (E) 2x4 • 24' OC (TYP) (E) 404 • Q'-0 OC NEW 44 'a' R w/ NEW A/C UNIT (WT 5133/ WX) STEEL BEAM (E ) STEEL COLUUN (E) P/C WALL ROOF FRAMING PLAN 0 • 1/8'- 1'-O' 20'-0' MP) (E) 4x14. 8 OC STEEL BEAM (E) STEEL COLUMN MEM CREME DENTAL 830 S111N10ER BLVD TUKW I A , WASHINGTON z z 0 In M D. S. Engineering 3121 147TH PLACE S.E. MILL CREEK. WA 28012 F� 7140 (4_ � g J o: V 0 . co O v� w ; LL w O. 2 to ? , — a w . Z o N: F— = w LL �, "; z, N 0 � S Rev: 560100 General Timber Beam Description new member under new A/C Unit (3Ton) General Information Deflections Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Stress Calcs Bending Analysis Ck 32.339 Cf 1.300 4x6 Full Len =form Loads @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 3.500 in 5.500 in Sawn 1.150 Pin -Pin 30.000 pcf Center DL Left Cantilever DL Right Cantilever DL L Summary 1 Span= 7.50ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 258.26 psi Fb 1,308.13 psi Center Span... Dead Load Deflection -0.050 in ...Location 3.750 ft ...LengthlDefl 1,817.4 Camber ( using 1.5 • D.L. Defl ) ... @ Center 0.074 in @ Left 0.000 in @ Right 0.000 in 0.38 k -ft 0.00 k -ft 0.000 ft 0.000 Max Moment 0.38 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.27 k 2.447 in2 109.25 psi 0.20 k 0.20 k rch, No.2 875.0 psi 95.0 psi 625.0 psi 1,600.0 ksi 50.00 #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Douglas F Fb Ba Fv Depth = 5.5in, Ends are Pin -Pin 0.197 1 0.4 k -ft 1.9 k -ft at 3.750 ft at 0.000 ft 0.00 k -ft 0.00 k -ft 1.92 fv 13.89 psi Fv 109.25 psi Total Load -0.050 in 3.750 ft 1,817.37 Calculations are designed to 1997 NDS and 1997 UBC Requirements LC #/ft LL #/ft LL #/ft tYc ukIT Let Reactions... Left DL Right DL Maximum Shear Allowable Shear: Camber: 0.20 k 0.20 k Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Sxx 17.646 in3 Area CI 0.000 Sxx Read 3.48 in3 0.00 in3 0.00 in3 @ Right Support 0.27 k 2.447 in2 109.25 psi Bearing Length Req'd Bearing Length Req'd 7.50 ft Lu ft Lu Lu • 1.5 @ Left @ Right @ Left @ Center @ Right Max Max Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 19.250 in2 Allowable fb 1,308.13 psi 1,308.13 psi 1,308.13 psi 0.093 in 0.093 in 0.00 ft 0.00 ft 0.00 ft Beam Design OK 0.3 k 2.1 k 0.20 k 0.20 k 0.000 in 0.074 in 0.000 in 0.20 k 0.20 k 0.000 in 0.000 in 0.0 0.0 Rev: 560100 Description exist purlin with new A/C Unit (3Ton) , General information Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL LPoint Loads Summary Deflections 4x14 3.375 in 13.000 in Sawn 1.150 Pin -Pin 30.000 pcf Center Span... Dead Load Deflection -0.286 in ...Location 9.672 ft ...Length/Defl 816.8 Camber ( using 1.6 * D.L. Defl) ... Center 0.430 in Left 0.000 in © Right 0.000 in General Timber Beam Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 19.50 ft Left Cantilever ft Right Cantilever ft . Douglas Fir - Larch elect structural Fb Base Allow 1,750.0 psi Fv Allow 120.0 psi Fc Allow 455.0 psi E 1,760.0 k CriS 80.00 #/ft LL #/ft LL #/ft LL Total Load -0.885 in 9.750 ft 264.48 AI A. e/tospcir Dead Load 150.0 lbs lbs lbs lbs Live Load lbs lbs lbs lbs ...distance 3.670 ft 0.000 ft 0.000 ft 0.000 ft 200.00 #/ft #/ft #/ft Left Cantilever... Deflection ...Length /Defl Right Cantilever... Lu Lu Lu lbs lbs 0.000 ft 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft Beam Design OK Span= 19.50ft, Beam Width = 3.375in x Depth = 13.in, Ends are Pin -Pin Max Stress Ratio 0 .977 : 1 Maximum Moment 14.0 k -ft Maximum Shear * 1.5 4.0 k Allowable 14.3 k -ft Allowable 6.1 k Max. Positive Moment 14.02 k -ft at 9.672 ft Shear: © Left 2.94 k Max. Negative Moment 0.00 k -ft at 19.500 ft © Right 2.85 k Max @ Left Support 0.00 k -ft Camber: © Left 0.000 in Max G Right Support 0.00 k -ft © Center 0.430 in Max. M allow 14.35 Reactions... © Right 0.000 in fb 1,769.76 psi fv 90.52 psi Left DL 0.99 k Max 2.94 k Fb 1,811.25 psi Fv 138.00 psi Right DL 0.90 k Max 2.85 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 Deflection 0.000 in 0.000 in ...Length /Defl 0.0 0.0 lbs lbs 0,000ft @ Center @ Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing et Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 14.02 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 3.97 k 28.779 in2 138.00 psi Sxx 95.063 in3 Area 43.875 in2 CI 0.000 Sxx Req'd Allowable fb 92.88 in3 1,811.25 psi 0.00 in3 1,811.25 psi 0.00 in3 1,811.25 psi @ Right Support 3.83 k 27.763 in2 138.00 psi 1.915 in 2.94 k Bearing Length Req'd 2.85 k Bearing Length Req'd 1.854 in ' Rev; 560100 L� Description exist purlin with new A/C Unit (3Ton) Stress CaIcs General Timber Beam Si O t °: Rev: 560100 Description General Information Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Load Dur. Factor Beam End Fixity Wood Density 1Falayth Uniform Loads Center DL Left Cantilever DL Right Cantilever DL [Point Loads Dead Load Live Load ...distance Summary [Deflections exist GIu -Lam Beam with new A/C Unit (3Ton) 5.125x25.5 5.125 in 25,500 in GluLam Loads 150.0 Ibs Ibs 16.000 ft 1.150 Pin -Pin 35.000 pcf 300.0 Ib Ibs 20.000 ft Span = 34.00ft, Beam Width = 5.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max @ Right Support Max. M allow 112.90 fb 2,372.17 psi fv Fb 2,439.20 psi Fv Center Span... Dead Load Deflection -0.608 in ...Location 17.136 ft ...Length /Deft 671.0 Camber ( using 1.5 * Q.L. Defl) ... Center 0.912 In © Left 0.000 in (a Right 0.000 in General Timber Beam 129.70 psi 218.50 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 150.0 Ibs Ibs 24.000 ft Total Load -1.787 In 17.000 ft 228.26 uW QOa_ti" Calculations are designed to 1 97 NDS and 1997 UB91%teg epaprs 1 Dec = 25.51 , Endarare Pin -Pin 0.973 ; 1 109.8 k -ft 112.9 k -ft 109.80 k -ft at 17.136 ft 0.00 k -ft at 34.000 ft 0.00 k -ft 0.00 k -ft Reactions... Left DL Right DL 1os lbs 0.000 ft Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl 34.00 ft Lu ft Lu ft Lu 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi Ibs Ibs 0.000 ft Maximum Shear * 1.5 Allowable Shear: @ Left @ Right Camber: © Left @ Center @ Right 4.19 k Max 4.29 k Max Dead Load 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Beam Design OK 17.0 k 28.6 k 12.69 k 12.79 k 0.000 in 0.912 in 0.000 in 12.69 k 12.79 k Ibs Ibs 0.000 ft Total Load 0.000 in 0.0 0.000 in 0.0 Rev: 560100 Description exist Glu -Lam Beam with new A/C Unit (3Ton) Stress Caics Bending Analysis Ck 20.711 Cv 0.884 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Momen 109.80 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 16.79 k 76.848 in2 218.50 psi General Timber Beam Sxx 555.422 in3 Area 130.688 in2 CI 0.000 Sxx Read Allowable fb 540.16 in3 2,439.20 psi 0.00 in3 2,439.20 psi 0.00 in3 2,439.20 psi @ Right Support 16.95 k 77.575 in2 218.50 psi 12.69 k Bearing Length Req'd 4.421 in 12.79 k Bearing Length Req'd 4.457 in Rev: 560100 Description ALT Lc A General Information Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Load Dur. Factor Beam End Fixity Wood Density Point Loads Dead Load Live Load ...distance Summary exist Glu -Lam Beam with new A/C Unit (3Ton) 6.125x25.5 5.125 in 25.500 in GluLam Loads Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL 150.0 lbs lbs 8.000 ft 1.150 Pin -Pin 35.000 pcf 12.0 Span = 34.00ft, Beam Width = 5.12 Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,362.97 psi Fb 2,439.20 psi I Deflections Center Span... Dead Load Deflection -0.604 in ...Location 16.864 ft ...Length /Defl 676.0 Camber ( using 1.5 " D.L. Defl) ... @ Center 0.905 in @ Left 0.000 in @ Right 0.000 in .... re 200.00 #/ft #/ft .0 lbs 0.00 k -ft 0.00 k -ft 112.90 fv Fv General Timber Beam #/ft 5in x Depth = 25.5in, Enos are P 0.969 : 1 109.4 k -ft 112.9 k -ft 109.37 k -ft at 16.728 ft 0.00 k -ft at 34.000 ft 130.11 psi 218.50 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 0.0 lbs lbs 16.000 ft 6c0 Total Load -1.783 in 17.000 ft 228.84 Xao re. LL LL LL Calculations are designed to 1997 NDS and 1997 UBC Requirements g V Reactions... Left DL Right DL lbs lbs 0.000 ft in -Pin 34.00 ft Lu 0.00 ft ft Lu 0.00 ft �`- 1 ft Lu 0.00 ft 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi 500.00 #/ft #/ft #/ft AL) crt, lbs lbs 0.000 ft Maximum Shear *1.5 Allowable Shear: 4.33 k 4.15 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl lbs lbs 0.000 ft 17.0 k 28.6 k @ Left 12.83 k @ Right 12.65 k Camber: @ Left 0.000 in @ Center 0.905 in @ Right 0.000 in Max 12.83 k Max 12.65 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 lbs lbs 0.000 ft Beam Design OK Description exist Glu -Lam Beam with new NC Unit (3Ton) Stress CaIcs Bending Analysis Ck 20.711 Le Cv 0.884 Rb @ Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 109.37 k -ft 0.00 k -ft 0.00 k -ft Left Support 17.00 k 77.818 in2 218.50 psi 12.83 k 12.65 k Sxx 555.422 in3 Area 130.688 in2 CI 0.000 Sxx Rea'd Allowable fb 538.06 in3 2,439.20 psi 0.00 in3 2,439.20 psi 0.00 in3 2,439.20 psi @ Right Support 16.74 k 76.606 in2 218.50 psi Bearing Length Req'd Bearing Length Req'd 4.470 in 4.408. in �/o Description General Information Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Load Dur. Factor Beam End Fixity Wood Density Full Len , th Uniform Loads LPoint Loads Dead Load Live Load ...distance Summary Deflections Center Left Cantilever Right Cantilever Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • D @ Center @ Left @ Right General Timber Beam g/ exist Glu -Lam Beam with new NC Unit (3Ton) Lornal WI War: Est 6.126)(25.5 5.125 in 25.500 in GluLam Loads itstr Calculations are designed to 1997 NDS and 1997 UBC Requireme Center Span 34.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V8 Fb ase Allow 2,400.0 psi Fv v Allow 190.0 psi 59 6 °t Fc Allow 560.0 psi E 1,800.0 ksi 150.0 Ibs Ibs 24.000 ft 1 DL DL DL 1.150 Pin -Pin 35.000 pcf 300.0 Ibs Ibs 28.000 ft Span = 34.00ft, Beam Width = 5.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,323.59 psi Fb 2,439.20 psi 107.55 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 112.90 fv Fv Dead Load -0.580 in 17.136 ft 704.0 .L. Defl) ... 0.869 in 0.000 in 0.000 in 00.00 #/ft LL 500.00 #Ift #/ft LL #/ft #/ft LL #Ift lbs Ibs Ibs Ibs Ibs Ibs T 0.0 000 ft 0.000 ft 0.000 ft Depth = 6004A,, .5in, Pin -Pin 0.953 1 107.5 k -ft Maximum Shear* 1.5 112.9 k-ft Allowable at 17.136 ft Shear: at 34.000 ft 129.60 psi 218.50 psi Total Load -1.759 in 17.000 ft 231.97 Reactions... Left DL Right DL 4.05 k 4.43 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length /Defl Ibs Ibs 0.000 ft 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Beam Design OK 16.9 k 28.6 k @ Left 12.55 k @ Right 12.93 k Camber: @ Left 0.000 in @ Center 0.869 in @ Right 0.000 in Max 12.55 k Max 12.93 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 1 co u co W Lu Q 2 N d: Z F: •z l-: 2 j. : -.. W W V. P. w z ~Rev: 560100 Stress Caics Bending Analysis Ck 20.711 Le Cv 0.884 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Momen 107.55 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 16.58 k 75.879 in2 218.50 psi General Timber Beam Description exist Glu -Lam Beam with new A/C Unit (3Ton) Sxx 555.422 in3 Area 130.688 in2 CI 0.000 Sxx Rea'd Allowable fb 529.10 in3 2,439.20 psi 0.00 in3 2,439.20 psi 0.00 in3 2,439.20 psi @ Right Support 16.94 k 77.515 in2 218.50 psi 12.55 k Bearing Length Req'd 4.371 in 12.93 k Bearing Length Req'd 4.507 in c /o i I Lateral Analysis: : Model: W. e:480# YSCO36A Seismic Design; F = ((a, C, 1, )/R,)x(1 +3h W, From: a, = 2.5 C. = 0.36 R, = 3.0 1, =1.0 h, =h, W, =600 lb. Mech Unit: W = 69.875 in. D = 44.250 in. H = 32.25 in. Provide 14" max. height member under Mech. Unit Weight = 600.00 lb.( Unit Weight + Misc) F /1.4 = 514 lb. Check Overturning : T1 = C1 = (Fp /1.4) *{(H + 14)12)1W = T2 = C2 = (Fp /1.4) *{(H + 14)/ 21/ D = Res = .85x(Unit Weight /2) = =1.2W, W/W +Z /Z'= 0.62 <1.00 O.K. from W: 7 lb.( e Screws) W: 400 lb. Z: 128.5 Ib.(= 514 / 4 Screws) Z': 213 lb. Design for Windt Wind Load = (C,)(C = 14.28 psf 170 lb. 269 lb: - -> Uplift 255 lb. From: C, = 0.67 :Exposure "B ": Height: 20 ft. above ground C = 1.30 :Primary Frames Systems: Mothod 2 Q. = 16.4 :80 mph 1 =1.0 FTotal = 320 lb. < - - -- Critical Direction Check Overturning : T1 = C1 = [Wind Load*W* {(H +14) ^2/2}]/D = 167 T2 = C2 = [Wind Load *D * {(H +14) ^2 /2}]/W = 67 Res = (2 /3)x(Unit Weight /2) = 200 lb. - - -> No Uplift > : Provide (1) -.25" Dia. Lag Screws at each corner Use total (4) -.25" Dia. Lag Screws minimum between Curb to Roof member W /W +Z /Z'= 0.38 <1.00 O.K. from W: 0 lb. W: 400 lb. Z: 80 lb.(= 320 / 4 Screws) Z': 213 lb. CO/0 711ble W 1 — Maximum Unit And Comer Weights f Lbs)And Center Of Gravity Dimensions (in.) Unit Maximum Weights (Lbs) CornerWelghts (Lbs)' Center of Gravity (In.) Tons Model No. Shipping N t A B C D Length Width 3 YSCO38A 572 YHCO36A 589 4 YSC048A 597 YHC048A 631 5 YSC060A 614 YHC060A 666 6 YSC072A 876 YHC072A 916 YSC090A 963 71/2 YSC092A 965 YHC092A 1066 81/2 YSC102A 1042 YHC102A 1100 10' YSC120A 1130 YHC120A 1203 NOTE: 1. Corner weights are given for inlormallon only. 2. Weights are approximate. 5 w3" Weights CENTER OF GRAVITY WIDTH 4' 505 539 522 574 735 772 820 822 923 899 957 987 1060 D CENTER OF GRAVITY CENTER OF GRAVITY �- LENGTH -� N115c■ 151 124 96 109 32 19 158 128 101 110 32 19 169 130 108 109 33 19 166 '133 114 126 32 20 169 134 105 114 32 18 179 140 119 136 32 20 249 193 132 161 39 21 249 198 141 184 39 22 273 208 146 193 38 22 277 222 147 175 40 21 306 243 165 210 39 22 297 243 165 194 40 21 310 262 176 220 40 22 325 265 183 213 40 21 342 277 197 245 40 22 Table W -2 — Factotrinstalled Options I tWeights (Lbs)' 2 ``�� Net Weight Accessory 3.6Tons 6.10Tons 1( Economizer 26 36 IC Barometric Relief 7 10 Powered Exhaust — 80 Motorized Outside Air Damper 20 30 Manual Outside Air Damper 18 26 1( Roof Curb 70 115 Oversized Motor 5 8 Belt Drive Motor 31 — Smoke Detector, Return 7 7 Smoke Detector, Supply 5 5 Coll Guards 12 20 Hinged Doors 10 12 Powered Convenience Outlet 38 38 Through the Base Electrical 8 13 Through the Base Gas 5 5 Unit Mounted Circuit Breaker 5 5 Unit Mounted Disconnect 5 5 Novar Control a a Dehumidification (Hot Gas Reheat) Coll 15 25 NOTES: 1.Weights for options not listed are . 51bs. 2.Net weight should be added to unit weight when ordetlng factor•Installed accessories. All dimensions are in inches /millimeters. 3, 4, and 5 Tbn Standard Efficiency — Low and Medium Heat 3 and 4Ton High Efficiency — Low and Medium Heat EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 3/4.14 NPT DIA. HOLE 3, 4, and • on Sta • • rd Efficiency —High Heat 3 and 4Ton High Ef ici cy — High Heat 5Ton — High Efficiency ow, Medium, and High Heat EVA • ' RATOR SECTION CCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 314. 14 NPT DIA. HOLE maw. Dimensional Data (3 5 Tons} 4 1/4' 108 MM 112 NPT OAS CONNECTION 4 111' 108 MM 69 1/8 1740 MM 1/2 NPT OAS ONNECTION 06/8' 244 MM 5 5/8' 143 MM CONTROL AND COMPRESSOR ACCESS PANEL CONTROL AN OMPRE8SOR ACCESS PANE 7 - TOP PANEL 4 1/4 108MM• 6 D/16" 141 MM 7 5/8' 184 MM 44114' 1124 MM TOP PANEL 44 1/1' 1124 MM CONDENSER FAN 32 /4' 819 MM CONDENSER FAN CONDENSER COIL UNIT CONTROL WIRE 7/8' (22VM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8' (35MM) DIA, HOLE UNIT POWER WIRE 1 3132' (28MM) DIA. HOLE 35 /4' 821 MM CONDENSER COIL UNIT CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8' (35MM) DIA. HOLE UNIT POWER WIRE 3/32" (28MM) DIA. HOLE RTPRC006•EN 81 1 Withdrawal Load for Lao Screws: W = W p (product of adjustment factor) =Wp CDCMCt W : (from NDS Table 9.2A) CD, CM, Ct (see NDS 2.3) p = effective thread penetration (in) :assume 2/3 of wood screws length. CD : 1.33 (from 'UBC 97':Wind /Earthquake) C : 1.00 (see NDS 2.3) C : 1.00 (see NDS 2.3) Adj. Factor- 1.33 1 " penetration to main member 2 " penetration to main member 3 " penetration to main member 4 " penetration to main member 5 " penetration to main member 6 " penetration to main member Lateral Load for Lao Screws: Z' = Z (product of adjustment factor) =ZC Z: (see NDS Table 9.3A) CD, CM, Ct (see NDS 2.3) CD = 1.33 (from 'UBC 97':Wind /Earthquake) C = 1.00 (see NDS 2.3) Ct = 1.00 (see NDS 2.3) C9 = 1.00 (see NDS 2.3) C_ = 1.00 (see NDS 9.4.2) Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D. Cd = 1.00 (see NDS 9.3.3) Adj. Factor- 1.33 Min. penetration penetration to main member 1" penetration to main member 2" penetration to main member 3" penetration to main member 4" penetration to main member 5" penetration to main member 6" penetration to main member Lag Screws Dia. 1/4" 3/8" 1/2" 5/8" W 225 305 378 447 W 200 271 336 397 W' 400 542 672 795 W 600 813 1008 ' 1192 W' 800 1084 1344 1589 W 1000 1356 1680 1987 W 1200 1627 2016 2384 Withdrawal Load for Lao Screws: W = W p (product of adjustment factor) =Wp CDCMCt W : (from NDS Table 9.2A) CD, CM, Ct (see NDS 2.3) p = effective thread penetration (in) :assume 2/3 of wood screws length. CD : 1.33 (from 'UBC 97':Wind /Earthquake) C : 1.00 (see NDS 2.3) C : 1.00 (see NDS 2.3) Adj. Factor- 1.33 1 " penetration to main member 2 " penetration to main member 3 " penetration to main member 4 " penetration to main member 5 " penetration to main member 6 " penetration to main member Lateral Load for Lao Screws: Z' = Z (product of adjustment factor) =ZC Z: (see NDS Table 9.3A) CD, CM, Ct (see NDS 2.3) CD = 1.33 (from 'UBC 97':Wind /Earthquake) C = 1.00 (see NDS 2.3) Ct = 1.00 (see NDS 2.3) C9 = 1.00 (see NDS 2.3) C_ = 1.00 (see NDS 9.4.2) Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D. Cd = 1.00 (see NDS 9.3.3) Adj. Factor- 1.33 Min. penetration penetration to main member 1" penetration to main member 2" penetration to main member 3" penetration to main member 4" penetration to main member 5" penetration to main member 6" penetration to main member Lag Screws Dia. 1/4" 3/8" 1/2" 5/8" Z 160 250 340 470 Z' 107 - - - Z' 213 222 227 - Z' 213 333 340 376 Z' 213 333 453 501 Z' 213 333 453 627 Z' 213 333 453 627 Withdrawal Load for Lao Screws: W = W p (product of adjustment factor) =Wp CDCMCt W : (from NDS Table 9.2A) CD, CM, Ct (see NDS 2.3) p = effective thread penetration (in) :assume 2/3 of wood screws length. CD : 1.33 (from 'UBC 97':Wind /Earthquake) C : 1.00 (see NDS 2.3) C : 1.00 (see NDS 2.3) Adj. Factor- 1.33 1 " penetration to main member 2 " penetration to main member 3 " penetration to main member 4 " penetration to main member 5 " penetration to main member 6 " penetration to main member Lateral Load for Lao Screws: Z' = Z (product of adjustment factor) =ZC Z: (see NDS Table 9.3A) CD, CM, Ct (see NDS 2.3) CD = 1.33 (from 'UBC 97':Wind /Earthquake) C = 1.00 (see NDS 2.3) Ct = 1.00 (see NDS 2.3) C9 = 1.00 (see NDS 2.3) C_ = 1.00 (see NDS 9.4.2) Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D. Cd = 1.00 (see NDS 9.3.3) Adj. Factor- 1.33 Min. penetration penetration to main member 1" penetration to main member 2" penetration to main member 3" penetration to main member 4" penetration to main member 5" penetration to main member 6" penetration to main member IU WORKING STRESSES AND STRESS GRADES Stress Grades: Grade Light Framing, 2" to 4" thick-. --4" wide. Dense Select Structural 122 -aa Select Structural 122 -a 1500 "f" Industrial+ 153 -b 1200 "f" Industrial+ 153 -c Joists and Planks, 2" to 4" thick -6" and wider. Dense Select Structural 123 -aa 2050 Select Structural 123 -a 1900 Dense Construction 123 -bb _ 175 Construction 123 -b Standard 123-c 1200 Modulus of elasticity "E "- 1.760.000 uUUtsLAS FIR USb IiOOK (Allowable Unit Working Stresses for Normal Conditions of Loading. lbs. per sq. in.) Extreme fiber in bending "f" and tension parallel to grain "t" Grading Rules Paragraph No. 120' 120' 120' 95' ;These grades are specially selected for strength. They are not customarily 2050 1900 1500 1200 "Notes on horizontal shear values: The tabulated values apply when pieces 3 ". 3" and 4" thick are used as planks and to the "Select Structural" grade of pieces 3" thick when used as ioists. The values do not apply to pieces of the grades of "Construction and "Standard". 3" thick. when used as ioists if the maximum splits permitted in the grades are present. If splits are present. allowable shear value for any grade may he determined from the following. with other values proportionate: Length of split approximately equal to: 1 : the width the width 1 ?•, times th'- %vidth The values do not apply to pieces 3" and 4" thick when used as joists if the maximum splits permitted in the grade are present. If splits are present. allowable shear values may he determined for any grade from the following. with other values proport Nominal thickness of piece Length of split 41 .. 4.' ` 3 .. 6 " Posts and Timbers, 5" x 5" and larger —width not more (If graded under the Beam and Stringer paragraph. the Beam Dense Select Structural 125 -aa Select Structural 125 - Dense Construction 125 -bb Construction 125 -b Horizontal Sheer "H" _o- 120* 120' 120' 95' Compression perpendicular to grain "c!" 455 415 390 390 available as stock -1.55 415 455 390 390 Horizontal Shear "H" 13(1 100 7 (1 Horizontal Shear "H" 1 120 80 ) 120 ) 80 Beams and Stringers, 5" and thicker —more than 2" wider than thickness. Dense Select Structural 124 -aa 2050 120" 455 1500 Select Structural 124 -a 1900 120' ' 415 1400 Dense Construction 124 -bb 1750 120' • 455 1200 Construction 124 -b 1500 120" 390 1000 "Notes on horizontal shear values: The tabulated shear values do not apply to Beams and Stringers when the maximum splits permitted in the grades are present. If splits are present, allowable shear values may be deter- mined from the following. with other values proportionate: Length of split apprcximately equal to: 1 the nominal narrow face dimension nominal narrow face dimension 1 times the nominal narrow face dimension Horizontal Shear "H" 120 100 80 than 2" greater than thickness. and Stringer stress values apply.) 120 ' 120 "' 120 "' 120 "' for a Beam and Strin • , IP A I cn wt, n., -. 1 _.. • 455 415 455 390 M Compression parallel to grain "c" 1500 1400 1200 1000 lumber items. 1650 1500 1400 1200 1000 1900 1650 1750 1500 1500 1400 1200 1200 Modulus of elasticity "E "- 1.760.000 if pieces in the Beam and Stringer and Post and Timber grades are permitted to season to a substantial depth front the surface before full load is applied. Otherwise use 1.600.000 which is a minimum value for any condition of service. " "Notes on horizontal shear values: For the horizontal shear values shown. checks and shakes must be limited as 6W Building Nam Location Prepared By : * * * * * * * * * * * ** * * * * * * * * * * ** TABLE 1. INPUT DATA -- City State Data Source Latitude Elevation TABLE 2. INPUT DATA -- B System Type System Start Duration = Seattle = Washingto = User Modi 47.5 de = 386.0 ft SIZING SPECIFICATIONS Supply Ventilation Exhaust FAN Configuration : Blow -Thru Static Pressure : 1.50 in. TABLE 3. SIZING DATA -- COOLING 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 (sqft) Overall U -value Vent air CFM /sqft Vent air CFM /person Heating coil load = Ventilation load = Total load = Ventilation airflow= Supply airflow = BUILDING SIZING SUMMARY Name : 639 STRANDER Seattle, Washington Pro -Staff Mechanical,Inc TABLE 4. SIZING DATA -- HEATING REVIEWED llama A COMPLIANCE APPROVED Su Jed JUL 2 1 2,004 g ✓awl �� �� - - - Ci IN G D IVISION : Cig & Warm Air Htg 000 24 hrs 55.0 F 20.00 CFM /person 100 CFM Block Load Lite v1.00 Page 1 of 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** er dry -bulb = 85.0 F cident wet -bulb= 65.0 F y Range = 22.0 F er dry -bulb = 23.0 F s. Clear. Num. = 1.05 THERMOSTAT SETPOINTS Cooling (Occ) 75.0 F Cooling (Unocc) : 75.0 F Heating 68.0 F FACTORS Coil Bypass 0.050 Safety (Sens) 25 % Safety (Latent) : 25 Heating Safety 25 Is RETURN AIR PLENUM,i N CITY OF TIIKWII A JUL L B4 33,792 BTU /hr Load occurs @ 30,509 BTU /hr Outdoor Db /Wb = 26,405 BTU /hr Coil Conditions: 55.0 F Entering Db /Wb = 1,240 CFM Leaving Db /Wb 1,222 CFM Apparatus dewpoint= 320 CFM Bypass factor = 100 CFM Resulting RH 0 BTU /hr 1,320 Total coil load = 0.099 Sensible coil load = 0.24 SQFT /Ton = = 20.00 Cooling BTU /hr /sqft = Cooling CFM /sqft 32,603 BTU /hr 15,336 BTtJ /hr 17,267 BTU /hr 320 CFM 1,240 CFM Heating BTU /hr /sqft = Heating CFM / sgf t = Floor area (sqft) = Overall U -value = Vent air CFM /sqft = Vent air CFM /p = ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MD r PERMIT CENTER June 1500 83.0/ 65.0 F 78.1/ 63.8 F 55.0/ 54.3 F 53.8 F 0.050 51.2 % 2.82 Ton Ac-- 2 .54 Ton 468 .75 25.60 0.94 24.70 0.94 1,320 0.099 0.24 20.00 -r * * * * * * * * * ** c ip 6W BUILDING DATA FOR 639 STRANDER Prepared By : Pro -Staff Mechanical,Inc Block Load Lite Program v1.00 Page 1 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Table 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust GENERAL BUILDING DATA Floor Area : 1320.0 sqft Building Weight: M Expodures : N, E, S, W Are Multiple Wall, Roof, or Glass Types Used ? N No. Partitions : 0 LIGHTING W /sqft 1.20 W /sqft Unocc Diversity: 0 1 Wattage Mult. 1.00 Fixture Type : Rec., Not Vented OTHER ELECTRIC W /sqft 1.50 W /sqft Unocc Diversity: 0 1 : Cig & Warm Air Htg THERMOSTAT SETPOINTS 0 Cooling (Occ) 75.0 F 24 hrs Cooling (Unocc) : 75.0 F Heating 68.0 F FAN Configuration : Blow -Thru Static Pressure : 1.50 in. 55.0 F 20.00 CFM /person 100 CFM FACTORS Coil Bypass 0.050 Safety (Sens) 25 1 Safety (Latent) : 25 1 Heating Safety 25 1 RETURN AIR PLENUM : N ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 2. GENERAL BUILDING DATA PEOPLE Total People : 16 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 • 0,10 CFM /sqft Heating • 0.10 CFM /sqft SLAB Area • 1320 sqft Perimeter • 20 ft Depth • 2.50 ft ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ft 1 • BUILDING DATA FOR 639 STRANDER Prepared By : Pro -Staff Mechanical, Inc Block Load Lite Program v1.00 Page 2 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 3. WALL, ROOF AND GLASS DATA U -Value (BTU /hr /sqft /F) Weight (lb /sqft) Color EXTERNAL SHADING DATA Window Height = Window Width = Reveal Depth Exposure E Wall S Wall W Wall N Wall Roof (Hor) 6.0 ft 4.0 ft 4.0 in WALL I ROOF 0.090 M M Gross Area Glass Area (sqft) (sqft) 0.0 0.0 0,0 180.0 1,320.0 0.052 M M Overhang Height Overhang Extension Fin Separation Fin Extension 0.0 0.0 0.0 120.0 0.0 GLASS U -Value Glass Factor Int. Shades ? 0.620 0.60 N 0.0 in 0.0 in 0.0 in 0.0 in ******************************************* * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** DETAILED BUILDING LOAD REPORT Building Name : 639 STRANDER Location : Seattle, Washington Block Load Lite v1.00 Prepared By : Pro -Staff Mechanical,Inc Page 1 of 1 ****************************************** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** TABLE 1. LOAD COMPONENT SUMMARY for June 1500 ( 83.0/ 65.0 F) - - - T Load Component Solar Loads Wall Transmission Roof Transmission Glass Transmission Skylight Transmission Partitions Lighting Other Electric People Infiltration Miscellaneous Slab Pulldown /Warm -tip Safety Factor Ventilation Load Supply Fan Load Plenum Load Thru Wall Plenum Load Thru Roof Plenum Load - Lights Reheat Load Total Coil Loads Component Walls : NE E SE S SW W NW N Glass : NE E SE S SW Details 120 sqft 60 sqft 1,320 sqft 120 sqft 0 sqft 0 sqft 1.20 W /sqft 1.50 W /sqft 16 people 1,320 sqft 25/ 25/ 25 % Total Loads 26,405 TABLE 2. WALL AND GLASS BREAKDOWN 320 CFM 1,240 CFA! 0 % 0 % 0 % 1• 0 0 0 0 0 0 0 0 0 0 Design Cooling Loads Sensible Latent (BTU /hr) (BTU /hr) 1,899 24 1,709 308 0 0 5, 393 6,751 3,914 3,280 1,125 -222 0 0 0 5,281 764 0 0 3,822 2,726 -539 1,378 0 0 Design Heating (BTU /hr) 243 3,089 3,348 0 0 6, 326 808 3,453 17,267 15,336 30,509 3,283 I 32,603 Total Cooling Cooling Heating Net Area Transmission Solar Load Transmission (sqft) (BTU /hr) (BTU /hr) (BTU /hr) 0 0 - 0 0 0 - 0 0 0 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 60 24 243 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 120 308 1,899 3,348 0 0 0 0 07-05-2005 PETER CRELLEY P.O. BOX 33370 SEATTLE WA 98133 • RE: Permit No. M04-136 639 STRANDER BL TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. • Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not • commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City of Tukwila Permit Center at 206-431-3670 to arrange for the next or final inspection. • This inspection is intended to determine if substantial work has been since issuance of the permit or last inspection; or if • the project should be considered abandoned. • If such detennination is made, the Building Code does allow the.Building Official to approve a one-time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/09/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, • Brenda Holt, Permit Coordinator xc: • Permit File No. M04-136 • Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 12 -06 -2004 PETER CRELLEY P.O. BOX 33370 SEATTLE WA 98133 RE: Permit No. M04 -136 639 STRANDER BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writinf and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/23/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. M04 -136 Bob Benedicto, Building Official City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 W' _ ' c.)0 to O cow, W Oi J Q ' co D Z : : 0 : W Ua W W + . p U; u- O Z; Z PLAN R EVIE W /R� SLIP ACTIVITY NUMBER: M04 -136 PROJECT NAME: CREATIVE DENTAL DATE: 07 -16 -04 SITE ADDRESS: 639 STRANDER BOULEVARD, BLDG E X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after/ permit is issued DEPARTMENT 1 : /y` � uTding Di ion [� Public Works ❑ ROM dt$'- 10 Fire Prevention Eql Planning Division Structural ❑ Permit Coordinator DUE DATE: 07 -20 -04 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route /tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE: 08 -17 -04 Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing sllp.doc 2-28-02 „,. • . /". • / r . • . I 1,z 0: • -052.009 . E • O2 , 2 8 2O 0 0', iPli :1*". • 0.:=STALVE4/4EeHANI CAL ..INC 4. ' , . , . ' ". , -i• , 3 O' , , • • A • • I - ' • 4 4 ..4JI •-• :17 , ' ...;WA:,‘...',,-9181:3 3 7-43 0 314Por ; . 1 3:4r "f• •..: , 4.% ' 4 'W:7 • r ./ . P . i' ..• - P • 4. • 4 File: M04 -0136 35mm Drawing #1 r = ,oi — .{D — L N — - l() = 0 C n W — SCOPE OF WORK: • One new Trane 3 -Ton gas /electric AC unit with economizer and factory roof curb. • Trane model YSCO36, 208 • Roof cutting & minor cross- framing. • • Associated ductwork distribution systems, diffusers, transfer air grilles and return grille. • Ceiling tile & grid work. • Gas piping tied to the existing gas piping. • Equipment start-up & test. — • Air Balance. TAG MODEL # STZEE CFM MIN MUM No Amps OW be made to the mope of moot wIlhoet prior approval of NOTE: Revisions will require a new plan submittal and may include additional plan review flees. OSA HVAC Up -Grade 639 Strander Blvd, Building E "Creative Dental" Tukwila 98188 3 cr to to EQUIPMENT NOTES: 1. Economizer & Barometric Relief. 2. 7 -Day programmable night setback thermostats with 5 degree deadband capability. 3. Standard factory Roof Curb. 4. Insulate and seal all new ductwork per code. 5. Outside air intake to be 10' -0" from exhaust outlets, gas flues & plumbing vents. o RREEF BUSINESS PARK rn hi GR: oaf King County's Assessor's Tax Number: 0223300020 TRANS GAS/ELECTRIC EQUIPMENT SCHEDULE AC-2 YSCO36A1EMA 3-Ton 1,140 260 COOLING COOLING HEATING (BTUH) . SEER/EER INPUT 37,400 10.5/ - 80,000 HEATING OUTPUT 63,000 AFUE ELECTRICAL 208-23011/60 80% MCA = 25.3 FUSE = 40 Sound WEIGHT (dB) (tbs.) 83 583 C- N O 0 002 N. 147TH sr. P.O. BOX 33370 SEATTLE, WA 118133- , (208) 381.0071 FAX 381 -0424 www. ?r9'Wa Lcom 3 it-NC; 3 GI &Is fig C- -ow i COMMERCIAL HVAC CONTRACTORS SYSTEM DESIGN & INSTALLATION SHEET METAL FABRICATION 24 HOUR BEROENCI(SERVICE PREVENTIVE MAINTENANCE LICENSE II PROSTM1072N0 in VI