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Home My WebLink AboutPermit M03-138 - RREEF MANAGEMENT - VACANT SPACERREEF - VACANT SPACE 7128 INDUSTRY DRIVE M03 -138 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100/Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049071 Address: 1128 INDUSTRY DR TUKW Suite No: Tenant: Name: RREEF Address: 1128 INDUSTRY DR, TUKWILA WA Owner: Name: CALWEST INDUSTRIAL PROP Phone: Address: C/O DELOITTE & TOUCHE LLP, 2235 FARADAY AVE #0 Contact Person: Name: TOM REDDY Phone: 206 361 -0071 Address: P.O.BOX 33370, SEATTLE, WA Contractor: Name: PRO STAFF MECHANICAL INC Phone: 206- 361 -0071 Address: PO BOX 33370, SEATTLE WA Contractor License No: PROSTMI072NG Expiration Date:06 /30/2004 DESCRIPTION OF WORK: INSTALLING ONE NEW 2 -TON GAS /ELECTRIC A/C UNIT INCLUDING DUCT DISTRIBUTION SYSTEM AND GAS PIPING TIED INTO EXISTING GAS METERS. Value of Construction: $5,225.00 Type of Fire Protection: N/A Permit Center Authorized Signature: 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 and obtain this mechanical p ermit. /r/D3 Signature: Print Name: doe: Mech }2 e MECHANICAL PERMIT Permit Number: M03 -138 Issue Date: 09/05/2003 Permit Expires On: 03/03/2004 M03 -138 Fees Collected: Uniform Mechnical Code Edition: Date: $59.81 1997 Date: 7 — -- d 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: 09 -05 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049071 Address: 1128 INDUSTRY DR TUKW Suite No: Tenant: RREEF PERMIT CONDITIONS Permit Number: M03 -138 Status: ISSUED Applied Date: 08/29/2003 Issue Date: 09/05/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: Readily accessible access to roof mounted equipment is required. 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 10: Manufacturers installation instructions required on site for the building inspectors review. 11: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Conditions M03 -138 Date: , 5 (.5;:;.3 Printed: 09 -05 -2003 °SI•T :LOCATION. . �.. JP;J', ,F't4 ~`b` '1+ King Co Assessor's Tax No.: 2-S" 3 0 4 - CU 7 / Site Address: it 2 g oo' -read us f e y d e e ve ' 1 dy 38 Suite Number$ 11 ` t 4 Floor: Tenant Name: PRIDL F New Tenant: .... Yes Property Owners Name: RKt -F Mailing Address: 631 STM $tVo. cm 6 Name: TO lan , at: : 8 0 "T Mailing Address: f. O, Q° / ` 3; 3 7e S 1T[.‘ 1 �c C ity E -Mail Address: 1Orti' pro --r fa rT MG (-444d - CQ I - t em-j Fax Number: ti GENERAI ' CONT t INF RMATI O O , : . f.aG.:YSf �F��'F,'C,�'t_', 7'iF�iJ•J.� -'7 :.Y 2ai't�'f�': J N ,,. :i•L i ss yy ,, ��AA t •V�>�r*;t +t�_t i..,j,1ry.r+�7 i y �. ♦ .� - `"v��t'� ,jf•. = {%, .n..... -. .. .. Via. •L�.�1•�:ii:KV :�. i�t�:. . +tip; ` - N, Company—Frame-----. Mailing Address: Contact Person: -� °`Day Telephone: E -Mail Address: Fax Number:... Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** =ARcmTEe1 Compan ' . me: Mailing Address: Contact Person: E -Mail Address: :ENGINEE Company Name: Mailing Address: Contact Person: E -Mail A . • ss: \applicationstpennit application (1 -2003) 1/2003 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 ** E�RRCOR !I` plans mus E AU plans must be e wet stampe IT ti 's, i:,,��j•:, �v Page ! Tifk wi City tehitec� O ecor ied by Engineer of Recoi= WA State Day Telephone: ( 36.1 - 6o7 wA- 9813 3 State Zip X06) 36 /- 05 State City \ State Day Telephone: �\ Fax Number: 4riPte Zip Zip City ---- /- State ' -- Day-Telephone: -- Fax Number: Zip Zip ILDING PERMITINFORMATIO 206 431 367 .r,_. r f? Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Will there be new rack storage? 0... Yes ❑ .. No Provide All Building Areas in Square Footage Below I ",Floor na, Floor 3'.:, Floor:: oors< Basement Accessgry:Structure* : t Attached Gars e .,Detached!Garage, ':4tta'ched; o - ........:Carp ,Detached'Carpo : Covered'Dec :• Un,covered:Deck Addition: to Existing Structure Type of Construction per UBC' Type of • Occupancy per UBC 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: If "yes ", see Handout No. Existing Building Valuation: $ for requirements. 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 0.. Water District 1'1125 ❑... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District 0.. 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) %appliations\pennit application (1.2003) ) 'ORKS PERMIT r1NFORMATI !0 6'433 =01 r K� ;�l�t�•e�',• Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑ .. Land Altering: 0... Cut Storm Drainage: ❑ .. Storm Drainage ❑ .. . Flood Control Zone Sewer Information: ❑ .. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑...City of Renton Sewer District ❑ ..City of Seattle Sewer District ❑.. Sanitary Side Sewer 0.. Sewer Main Extension ❑ .. Private 0.. Public Water Information: ❑ .. City of Tukwila Water District ❑ .. Water District #125 0... Highline Water District 0... City of Renton Water District 0.. Water Main Extension 0.. Private ❑...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct ❑ ...Water Only ❑ .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation t ❑ .. Miscellaneous: Monthly Service Billing to: Name: Mailing Address: Water ... ❑ Water Meter Refund/Billing: Name: Mailing Address: 1a..licationa .ennita•.lication(1.2003) Call before you Dig: 1- 800 - 424 -5555 Please refer. to Public Works Bulletin #1 for fees and' estimate sheet. ❑...Channelization/Striping ❑...Curb cut/Access/Sidewalk cubic yards 0... Fill cubic yards ❑ .. Hauling City Sewer ... ❑ Sewage Treatment ❑ Day Telephone: City State Fire Line .... ❑ Zip Day Telephone: State Zip Unit Type: YP .Qty - Uni e• Type:, . � . Qty ; U nit Type: ' . yP ' Qty - ' Boiler /Corn ressor• • ,; P -: '.Qty., Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>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 l Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind MECH ANIC 'ALLLPERNIIT,- INFURINATION'- 206= .431 -3670a 3 + �,'' c!y !` .iura _ a:,• :' '��.1"S A= J,�y., ix`i;�6�;,.. 1x. �,..: ::- tr;'.� �'�V } 4 .. -n ..: %�y:t', +,W'�}^ t� ';1 ..? A w a ��' Signature: Print Name: Mailing Address: \appliations\permit application (1 -2003) 1/2003 l-, lRet7lo .92 QS 4 te✓ Page 4 MECHANICAL CONTRACTOR INFORMATION Company Name: f R D • S n '1` f 1'+ L cer/+r./ t C t_ Mailing Address: P. • t"OK' X33 7 0 S 04-77'[ !! PI 9413 _ City State Zip Contact Person: 7b P4 OC Db y Day Telephone: 3 6 i - OO7 / E -Mail Address: 40e)) a7 e "a - S 61 (rent CA 64 ;Ca 1 • Co Fax Number: � 36 / -CS 1 f• y Contractor Registration Number: • pap 5 T"7 4 0 72- NO Expiration Date: 6 /3 0 /0y * *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): $ 42r- .-0 7 Scope of Work (please provide detailed C t information): ) new an d 0) Oe Gv 4 f / 's /e /dc,/ Q/C U,7 /fr III cf41 d di .r /er and 94.r Pipsl /e'cd 1;1 f0 e?L sfi 9q S' m e t C e ✓'s Use: Residential: New .... ❑ Replacement .... 0 Commercial: New ....x Replacement ....0 Fuel Type: Electric D Gas ....El Other: Indicate type of mechanical work being installed and the quantity below: PERIVI ITAPPLICATIOI NOTES Applicable :,fo'all_` °erniits`inabisa` licatiod • ... ,. r .. >.. .. _. '.. i ::a .. " = .. ✓ ;.c_� c`S�.`:.c 1' �F.�.:. Y�V.'� . -. .. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is slbject 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 OWNER OR AUTH • ' IZED AGENT: Date: g Day Telephone: CD 36 ( -0o1 / City State Zip Date Application Accepted: Date Application Expires: Staff Initials: i ,. .,..,.�.,'B�:Ktt i. ��;,.. .�,,(;s...�i.:•.r,_'�_. u�i,.r.T :ii::�idiw ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Z • - w Parcel No.: 2523049071 Permit Number: M03 -138 6 o . Address: 1128 INDUSTRY DR TUKW Status: APPROVED N 0 Suite No: Applied Date: 08/29/2003 w w : Applicant: RREEF Issue Date: N I w O Receipt No.: R03 -01091 Payment Amount: 59.81 u- a ' C! Initials: SKS Payment Date: 09/05/2003 01:13 PM H w User ID: 1165 Balance: $0.00 Z i- O Z i- IJJ 2 j Payee: PRO STAFF MECHANICAL 0 N 0 i•- wW U u. ~O Payment Check 7645 59.81 w N '. _ F- O F-' Z TRANSACTION LIST: Type Method Description MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Amount Account Code Current Pmts 000/322.100 47.85 000/345.830 11.96 Total: 59.81 2307 09/05 9716 TOTAL 167 Printed: 09 -05 -2003 Pro_j tt: , { � \ / "`-ne � Type o l • I Ad r s : �7 8 gi�T(.us ln, (, Date Called: 1 V7/03 r ecial nstructions: 0 e Date Wanted: I r / / 0 / �� 1 03 Requester: rY Phone N ' n , �v — 423 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' Southcenter Blvd., #100, Tukwila, WA 98188 IM03 - /3 8 (206)431 -3670 N Approved per applicable codes. Corrections required prior to approval. COMMENTS: v Ign i *, CO OI L F 't v-‘4, l Inspector' s 3 :: cape' -- Z Date: 1 )` 1 0_ 03 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Typenspectio : % , \ 4: 4 01(.4 I/ I --:- Address: ..--- 1 R L 11 e (k* 1J - 0 le— ic) -. 1 , c(J tOkie (a.m. Date Wanted: ,Apy 7 V\Gid (J(4 t o t) 4_0 _ a.... iiLte k.)cAe •• M k_t,) ti o r US ( ,-, c kt sk ay\ ctf C oji vIci . \()q d e s - AVk l 'A - . 2- & . 7;619 i A ) -.• -- 1-1-\ ProMt: Vr-ec_÷ Typenspectio : % , \ 4: 4 01(.4 I/ I --:- Address: ..--- 1 R L 11 e (k* 1J Date Called: r ...-, i \v‘s. - 7 11' Special Instructions: (a.m. Date Wanted: ,Apy 7 Requester_ 1 1)/V1 t o t) 4_0 _ a.... iiLte INSPECTION RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 fit.3 g (206)431-3670 la Wroved per applicable codes. O Corrections required prior to approval. Inspector Di_ rate: 0 . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 56 Project -P�� Type of Inspection: . � ILO WI I ry Address: l \\ e Zv.C1v.S�r.. Date Called: / 9- i c -0 9 Specia Instructions: Date Wanted: C 9 - 13 G"; P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Mo3 - 138 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: bL Date: 9`I SIG � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pror:� � Type f Inspection: , j'",'/÷d:. Address: � -- I a 3 - n� u_si j �,, Date Call eQ: `1 / / a3 S ecial Instru l) Date Wanted: ' 97 22 )L)? a.m. P.m. Requester: Phone No: 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 r)- U Corrections required prior to approval. COMMENTS: tor: Date: 9- 2 ?-- 7.00 REINSPECTION F E REQUIRED. Prior(to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipt No.: Date: • . Structural Calculations for New A/C Units @ Building #38 1128 Industry Drive Tukwila, CITY IUMMIA I understand that the Plan Check approvals aCe. P 4 • APPROWO S E P - 3 2003 AS NOTED Ili/ NW Welt* Prepared for: PRO -Staff Mechanical Inc. (911T-2316) By D.S. Engineering (Job: 3500) 3121 -147 Place SE Mill Creek, WA 98012 T: 425-338-4776 F: 425-337-7140 f IT RECEIVED (7F TUKWILA AUG 2 9 2003 PERMIT CENTEFr /y10.3- /36) Ac-9 :cei231) • 1! 6 s) B tglteg L *) 6)4 0 s, y 4 ".6.— tetT - RIcr #mil 4 t 9 > I I s IN ( t om- , TukoiLAI (J4111 ins 1 ? -9- 2 t7 -�► Z 5 W r: U 00 0 • W = )• -I I- w Y2. i W � Z 2 U on 0 on 0 H W • W F- 9 LL Ill ▪ = 0 Z J r Var J i3C-A- I I-- >3I atO n 61e1g4W LAr To 4 1 44 * - Vaclo (a* (4)-4ebt") Pire ter ot - AT-) w/ ' ��s�b ' iialti2 To 4 - ud IL _ I- al Z Zo W D O uj uy U F_ . W W Z U w E OI- z Load Table : Existing Roof: Berkley System Roofing 2.2 psf Roof Sheathing (1/2" Plywood) 1.5 psf Insulation 0.5 psf Sub- purlin (2x4 @ 24" oc) 0.7 psf Mech. /Elec. /Misc. 1.6 psf Sub- Purlin: Dead Load: 6.5 psf Live Load(Snow): 25.0 psf Withdrawal Load for Laq 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) Ceg = 0.75 (the end grain factor) Adj. Factor= 1.00 Lateral Load for Laq Screws: Z' = Z (product of adjustment factor) = Z C D C M C t C 9 C — Cd Ceg Z: (see NDS Table 9.3A) CD CM , Ct (see NDS 2.3) 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 CD = 1.33 (from 'UBC 97':Wind /Earthquake) C = 1.00 (see NDS 2.3) C = 1.00 (see NDS 2.3) C = 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) Min. penetration penetration to main member C = 0.675 (the end grain factor) Adj. Factor= 0.90 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 i4lsc 1 00 a) 0 vo w wo IL O- ;0 W I I-- w z ' UN O ' Z Lag Screws Dia. 1/4" 3/8" 1/2" 5/8" Z 160 250 340 470 Z' 72 - - - Z' ettn 150 153 - Z' 144 225 229 254 Z' 144 225 306 338 Z' 144 225 306 423 Z' 144 225 306 423 Withdrawal Load for Laq 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) Ceg = 0.75 (the end grain factor) Adj. Factor= 1.00 Lateral Load for Laq Screws: Z' = Z (product of adjustment factor) = Z C D C M C t C 9 C — Cd Ceg Z: (see NDS Table 9.3A) CD CM , Ct (see NDS 2.3) 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 CD = 1.33 (from 'UBC 97':Wind /Earthquake) C = 1.00 (see NDS 2.3) C = 1.00 (see NDS 2.3) C = 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) Min. penetration penetration to main member C = 0.675 (the end grain factor) Adj. Factor= 0.90 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 i4lsc 1 00 a) 0 vo w wo IL O- ;0 W I I-- w z ' UN O ' Z Lag Screws Dia. 1/4" 3/8" 1/2" 5/8" W 225 305 378 447 W' 150 203 252 298 W' •---- 407 504 596 W' 450 610 756 894 W' 600 813 1008 1192 W' 750 1017 1260 1490 W' 900 1220 1512 1788 Withdrawal Load for Laq 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) Ceg = 0.75 (the end grain factor) Adj. Factor= 1.00 Lateral Load for Laq Screws: Z' = Z (product of adjustment factor) = Z C D C M C t C 9 C — Cd Ceg Z: (see NDS Table 9.3A) CD CM , Ct (see NDS 2.3) 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 CD = 1.33 (from 'UBC 97':Wind /Earthquake) C = 1.00 (see NDS 2.3) C = 1.00 (see NDS 2.3) C = 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) Min. penetration penetration to main member C = 0.675 (the end grain factor) Adj. Factor= 0.90 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 i4lsc 1 00 a) 0 vo w wo IL O- ;0 W I I-- w z ' UN O ' Z Lateral Analysis: = -- -. 'G I : Model: WT. =505# YSC048A Seismic Design; Fp = ((a C, 1 ) /Rp)x(1 +3h, /h W = 1.2 W From: a = 2.5 C, = 0.36 R = 3.0 I = 1.0 h, = h,. W 610.00 lb. Mech Unit: W= D= H= Weight = F /1.4= Check Overturning : T1 = C1 = (Fp /1.4) * {(H + 14)/ 2} / W = T2 = C2 = (Fp /1.4) * {(H + 14)/ 2) / D = Res = .85x(Unit Weight /2) = 69.875 in. 44.250 in. 32.25 in. Provide 14" max. height member under Mech. Unit 610.00 lb.( Unit Weight + Misc) 523 lb. W /W' +Z /Z'= 0.93 <1.00 O.K. from W: 7 lb.(= 14 / 2 Lag Bolt) W': 300 lb. Z: 131 lb.(= 523 / 4 Lag Bolt) Z': 144 lb. Design for Wind: Wind Load = (C = 14.3 psf From: C = 0.67 :Exposure "B ": Height: less than 20 ft. above ground C = 1.30 :Primary Frames Systems: Mothod 2 Qs = 16.4 :80 mph I =1.0 FTotal = 321 lb. < - - -- Critical Direction Check Overturning : T1 = Cl = [Wind Load *W * {(H +14) ^2 /2 }] /D = 168 lb. T2 = C2 = [Wind Load *D * {(H +14) ^2 /2 }] /W = 67 lb. Res = (2 /3)x(Unit Weight /2) = 203 lb. - - -> No Uplift > : Provide (1) -1/4" Dia.(3" long) Lag Screws at each corner Use Total (4) -1/4" Dia. (3" Long) Lag Screws Min.(Btwn Curb to Roof Member) W /W' +Z /Z'= from W: W': Z: Z': 0.56 < 1.00 O . K. 0 lb. 300 lb. 80 lb.(= 321 / 4 Lag Bolt) 144 lb. 173 lb. 273 lb. 259 lb. - - -> No Uplift • Lateral Analysis:— , --n.. ( : Model: WT. = 314# YCCO24F 1 LOB Seismic Design: F, = ((a, C, I, ) /RP)x(1 +3hx /hr) Wp = 1.2 W, From: a„ =2.5 C, =0.36 R =3.0 = 1.0 h = h, W 400.00 Ib. Mech Unit: W = D= H= Weight = F /1.4= 343 Ib. Check Overturning : T1 = C1 = (Fp /1.4) * {(H + 14)/ 2} / W = T2 = C2 = (Fp /1.4) *{(H + 14)/ 2} / D = Res = .85x(Unit Weight /2) = 55.260 in. 36.000 in. 25.25 in. Provide 14" max. height member under Mech. Unit 400.00 Ib.( Unit Weight + Misc) W /W' +Z /Z'= 0.63 <1.00 O. K. from W: 8.5 Ib.(= 17 / 2 Lag) W': 300 Ib. Z: • 87 Ib.(= 343 / 4 Lag) Z': 144 Ib. Design for Wind: Wind Load = (C,)(C = 14.3 psf From: C, = 0.67 :Exposure "B ": Height: Tess than 20 ft. above ground C = 1.30 :Primary Frames Systems: Mothod 2 Q, = 16.4 :80 mph I =1.0 FTotai = 215 Ib. < - - -- Critical Direction Check Overturning : T1 = C1 = [Wind Load *W * {(H +14) ^2 /2 }] /D = 117 Ib. T2 = C2 = [Wind Load *D * {(H +14) ^2 /2 }] /W = 50 Ib. Res = (2 /3)x(Unit Weight /2) = 133 Ib. - - -> No Uplift : Provide (1) -1/4" Dia.(3" long) Lag Screws at each corner Use Total (4) -1/4" Dia. (3" Long) Lag Screws Min.(Btwn Curb to Roof Member) W /W' +Z /Z'= 0.39 <1.00 O. from W: 0 Ib. W': 300 Ib. Z: 56 1b.(= 215 / 4 Lag ) Z': 144 lb. 122 Ib. 187 Ib. 170 Ib. - - -> No Uplift L Rem 560100 Description @ AC1 (Max: 610 #) !General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads DL DL Center Left Cantilever Right Cantilever D [point Loads. : Dead Load Live Load ...distance 2x6 184.0 lbs Ibs 3.000 ft Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,200.32 psi Fb 1,504.34 psi Deflections Center Span... Dead Load Deflection -0.107 in ...Location 3.570 ft ...Length /Defl 838.3 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.161 in @ Left 0.000 in @ Right 0.000 in lit to Ibs Ibs 0.000 ft General Timber Beam Center Span 7.50 ft Lu 1.500 in Left Cantilever ft Lu 5.500 in Right Cantilever ft Lu Sawn Douglas Fir- Larch, No.2 Fb Base Allow 875.0 psi 1.150 Fv Allow 95.0 psi Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi k 443 13.00 #/ft #/ft #/ft Ibs Ibs 0.000 ft Span= 7.50ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin 0.798: 1 0.8 k -ft 0.9 k -ft 0.76 k -ft at 3.000 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 0.95 fv 57.87 psi Fv 109.25 psi Total Load -0.214 in 3.660 ft 420.17 Calculations are designed to 1997 NDS and 1997 UBC Requirements LL LL LL Reactions... Left DL Right DL Ibs Ibs 0.000 ft 0.16 k 0.12 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Deft 50.00 #/ft #/ft #/ft Ibs Ibs 0.000 ft Maximum Shear * 1.5 Allowable Shear: 0.00 ft 0.00 ft 0.00 ft Repetitive Member Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Beam Design OK 0.5 k 0.9 k @ Left 0.35 k @ Right 0.31 k Camber: @ Left 0.000 in @ Center 0.161 in @ Right 0.000 in Max 0.35 k Max 0.31 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 Rev: 560100 Description @ AC2 (Max: 400 #) General Information Section Nam Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity LFull Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Point Loads Dead Load 125.01 • s Live Load lbs ...distance 4.500 ft Summary Span= 7.50ft, Beam Width = 1.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow 0.95 fb 1,031.80 psi fv Fb 1,504.34 psi Fv Deflections 2 Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 * D. @ Center @ Left @ Right 1.500 in 5.500 in Sawn 1.150 Pin -Pin 1 v2, Calculations are designed to 1997 NDS and 1997 UBC Requirements 11 441q5% lbs lbs 0.000 ft 13.00 #/ft LL #/ft LL #/ft LL 0.65 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft Dead Load -0.082 in 3.900 ft 1,099.8 L. Defl) ... 0.123 in 0.000 in 0.000 in General Timber Beam 51.44 psi 109.25 psi Center Span 7.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 95.0 psi Fc Allow 625.0 psi E 1,600.0 ksi lbs lbs 0.000 ft Depth = 5.51n, Ends are Pin -Pin 0.686 1 0.7 k -ft 0.9 k -ft at 4.500 ft at 0.000 ft Total Load -0.189 in 3.810 ft 476.91 Reactions... Left DL Right DL lbs lbs 0.000 ft 50.00 #/ft #/ft #/ft 0.10 k 0.12 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl t - O 7 lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: Dead Load 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Repetitive Member lbs lbs 0.000 ft 0.4 k 0.9 k @ Left 0.29 k @ Right 0.31 k Camber: @ Left 0.000 in @ Center 0123 in @ Right 0,000 in Max 0.29 k Max 0.31 k Total Load 0.000 in 0.0 0.000 in 0.0 lbs lbs 0.000 ft Beam Design OK Rev: 560100 Description Exist Purlin • General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x14 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density [Full Length Uniform Loads Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Summary Span= 19.50ft, Beam Width = 3.8751n x Depth = 13.875in, Ends are Pin -Pin Max Stress Ratio 0.978 : 1 Maximum Moment 13.4 k -ft Allowable 13.7 k -ft Max. Positive Moment 13.41 k -ft at 9.438 ft Max. Negative Moment 0.00 k -ft at 19.500 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 13.70 fb 1,293.84 psi fv Fb 1,322.50 psi L Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * D.L. Defi ) ... @ Center 0.261 in @ Left 0.000 in @ Right 0.000 in Bending Analysis Ck 29.920 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 20.0 lbs lbs 5.500 ft Le Rb DL DL DL 3.875 in 13.875 in Sawn 1.150 Pin -Pin 30.000 pcf Dead Load -0.174 in 9.516 ft 1,343.5 General Timber Beam Fv Allow Fc Allow E L g, 52.00 #/ft #/ft 21 ® #/ft lbs lbs 0.000 ft 69.99 psi Fv 109.25 psi 0.000 ft 0.000 Max Moment 13.41 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 3.76 k 34.442 in2 109,25 psi Center Span 19.50 ft Lu Left Cantilever ft Lei Right Cantilever ft Lu Douglas Fir - Larch, No.1 & Better Fb Base Allow 1,150.0 psi lbs lbs 0.000 ft Total Load -0.593 in 9.672 ft 394.51 LL LL LL Reactions... Left DL Right DL lbs lbs 0.000 ft 95.0 psi 625.0 psi 1,800.0 ksi 200.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear. 0.85 k 0.71 k Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defi lbs lbs 0.000 ft Sxx 124.333 in3 Area 53.766 in2 CI 0.000 Sxx Req'd 121.64 in3 0.00 in3 0.00 1113 @ Right Support 3.55 k 32.527 in2 109.25 psi Allowable fb 1,322.50 psi 1,322.50 psi 1,322.50 psi 2,80 k Bearing Length Req'd 1.154 in 2.66 k Bearing Le nath_Rea'd �.09Zin 0.00 ft 0.00 ft 0.00 ft locL lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK 3.8 k 5.9 k @ Left 2.80 k @ Right 2.66 k Camber: @ Left 0.000 in @ Center 0.261 in @ Right 0.000in Max 2.80 k Max 2.66 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 I 1 'Stress Calcs I Rev: 560100 User. KW- 0605497, Ver 5.6.1, 25-Oct-2002 (o)1983.2002 ENERCALC Engineering Software General Timber Beam Page 1 Description General Information ---- Section Name 6x18 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Point Loads Dead Load Live Load ...distance exist beam with new Mech Unit 720.0 lbs 2,250.0 lbs 3.750 ft Summary C .� y 1 42 1 g(1' '412 [Deflections Span= 24.50ft, Beam Width = 5.500in x Depth = 17.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment 33.5 k -ft Allowable 41.3 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,430.90 psi Fb 1,764.46 psi Center Span... Dead Load Deflection -0.252 in ...Location 12.250 ft ...Length /Defl 1,167.3 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.378 in @ Left 0.000 in @ Right 0.000 in Bending Analysis Ck 23.915 Cf 0.959 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 4c- 5.500 in 17.500 in Sawn 1.150 Pin -Pin 30.000 pcf 720.0 lbs 2,250.0 lbs 11.750 ft 33.47 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 41.28 fv Fv 0.000 ft 0.000 Max Moment 33.47 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 7.44 k 76.150 in2 97.75 psi 4.99 k 4.50 k 0.811 : 1 77.34 psi 97.75 psi Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 720.0 lbs 2,250.0 lbs 19.250 ft at 11.760 ft at 0.000 ft Total Load -0.872 in 12.250 ft 337.18 Calculations are designed to 1997 NDS and 1997 UBC Requirements Reactions... Left DL Right DL Bearing Length Req'd Bearing Length Req'd 24.50 ft Lu ft Lu ft Select structural 1,600.0 psi 85.0 pfi 625.0 p -' 1,600.0 ksi 90.0 lbs lbs 11.750 ft lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: 1.43 k 1.31 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Camber: Sxx 280.729 in3 Area 96.250 in2 CI 0.000 Sxx Req'd 227.66 in3 0.00 in3 0.00 in3 @ Right Support 6.71 k 68.652 in2 97.75 psi Allowable fb 1,764.46 psi 1,764.46 psi 1,764.46 psi 1.452 in 1.309 in 0.00 ft 0.00 ft Oft 110 - 1 al O A. 6x IS 1 egt•Ift- lbs lbs 0.000 ft Jae Beam Design OK'� 7.4 k 9.4 k @ Left 4.99 k @ Right 4.50 k @ Left 0.000 in @ Center 0.378 in @ Right 0.000 in Max 4.99 k Max 4.50 k 0.000 ft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs Rev: 560100 User: KW- 0605497, Ver 5.6,1, 25- Oc1.2002 (c)1983-2002 ENERCALC Engineering Software General Timber Beam Page 1 Description General Information Section Name 6x18 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density. Point Loads - Dead Load Live Load ...distance d eflections Bending Analysis Ck 23.915 Cf 0.959 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction exist beam with new Mech Unit 200.0 lbs lbs 2.750 ft Le Rb 5.500 In 17.500 In Sawn 1.150 Pin -Pin 30.000 pcf M101 uklrr Center Span... Dead Load Deflection -0.156 in ...Location 9.548 ft ...Length /Deft 1,480.7 Camber ( using 1.6 • D.L. Dell ) ... @ Center 0.234 in @ Left 0.000 in @ Right 0.000 in 1,450.0 lbs 1,250.0 lbs 3,900.0 lbs 3,900.0 lbs 7.250 ft 15.250 ft Summary , f 11 , Span= 19.25ft, Beam Width = 5.500in x Depth = 17.51n, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment 33.10 k -ft Max. Negative Moment 0.00 k -ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 41.28 fb 1,414.87 psi fv 98.00 psi 1.53 k Fb 1,764.46 psi Fv 97.75 psi 1.76 k 0.000 ft 0.000 Max Moment 33.10 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 7.11 k 72.765 in2 97.75 psi 4.77 k 6.32 k Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow 9-- 1.003 : 1 41.3 k -ft at at Total Load -0.539 in 9.625 ft 428.44 7.238 ft 19.250 ft 7 �7 Calculations are designed to 1997 NDS and 1997 UBC Requirements 11 19.25ft Lu ft Lu ft Lu Select structural 1,600.0 psi 85.0 psi 625.0 psi 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft Reactions... Left DL Right DL lbs lbs 0.000 ft Sxx 280.729 in3 CI 0.000 Sxx Rea d 225.11 in3 0.00 in3 0.00 in3 @ Right Support 9.43 k 96.500 in2 97.75 psi axl Bearing Length Req'd Bearing Length Req'd lbs lbs 0.000 ft lbs lbs 0.000 ft Overstressed in Shear ! • °V ti ag l*S - S) uni Shear " 1.5 9.4 k Allowable 9.4 k Shear: Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Camber: @ Left @ Right @ Left @ Center @ Right Max Max Area 96.250 in2 Allowable fb 1,764.46 psi 1,764.46 psi 1,764.46 psi 1.388 in 1.837 in 4.77 k 6.32 k 0.000 in 0.234 in 0.000 in 4.77k 6.32 k lbs ibs 0.000 ft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs All dimensions are in inches /millimeters, 3,0 and 5 Ton 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 EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 3/4.14 NPT DIA. HOLE Dimensional Data 41/4' 108 MM 3, 4, and 5 Ton.Stan • and Efficiency —High Heat 3 and 4Ton High Eff ency — High Heat STon — High Efficienc — Low, Medium, and High Heat 239/10' 596 MM 69 7/8 - 42 1/4' 1749 MIA 1073 MM 1/2 NPT GAS CONNECTION 4 1/4' 108 MM 88 7/8 1749 MM 12 NPT GAS CONNECTION 6 6/8' 143 MM 9 5/9' 244 MM CONTROL AND COMPRESSOR ACCESS PANEL (3 - 5Tons) TOP PANEL 4 1/4' 108MM• 5 9/16' 141 h1M 4 /4' 7 518' X 194 MM 44 1/4' 1124 MM 23 9/16' 698 MM 421/4' 1073 MM 9 6/8' 244 MAI 5 516' 14314M TOP PANEL 108MM. 5 9/16' 141 MM 7 5/6' 194 MM 44 1/4' 1124 MM Mtsc �-- TRAIYE CONDENSER FAN f 32 /4' 819 MM CONDENSER FA CONDENSER COIL UNIT CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8' (35/AM) DIA. HOLE UNIT POWER WIRE 1 302' (28MA1) DIA. HOLE 361/4' 921 MM CONDENSER COIL UNIT CONTROL WIRE 7 /6' (22Mh1) DIA. HOLE SERVICE GAUGE PORT ACCESS 35Mh1) DIA. HOLE UNIT POWER WIR 13/32' (28MM) DIA. HO E Ac- TableW -7 — Maximum UnitAnd Comer Weights (Lbs) And Center Of Gravity Dimensions (In.) Unit Tons Model No. 3 YSCO36A YHCO36A 4 YSC048A YHC048A 5 YSC060A YHC060A 6 YSC072A3 "H YHC072A3 *H YSC090A3"H 71 YSC092A3 *H YHC092A3`H 81/2 YSC102A3 *H YHC102A3 *H 10 YSC120A3" H YHC120A3 "H NOTE: 1. Corner weights are given for Information only. 2. Weights are approximate. TOTAL 4,0 f Maximum Weights (Lbs) Corner Weights (Lbs)1 Shipping Net A B C 4$0 534 551 559 593 576 628 822 859 907 909 1010 986 1044 1074 1147 Weights 4 622 574 735 772 820 822 923 899 957 987 1060 CENTER OF GRAVITY .— LENGTH —r 151 124 96 109 32 19 158 128 101 110 32 19 159 130 108 109 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 21 310 252 175 220 40 22 325 265 183 213 40 21 342 277 197 245 40 22 t CENTER OF GRAVITY WIDTH D CENTER OF GRAVITY t rRaM° CkeToK) Center of Gravity (in.) D Length Width Table W — Factory installed Options Net Weights (Lbs)'•a Net Weight Accessory 3 -STons 6.10Tons Economizer 26 36 Barometric Relief 7 10 Powered Exhaust — 80 Motorized Outside Air Damper 20 30 Manual Outside Air Damper 16 26 Roof Curb 70 115 Oversized Motor 5 8 Belt Drive Motor 31 — Smoke Detector, Return 7 7 ,Smoke Detector, Supply 5 5 Coll Guards 12 20 Hinged Doors 10 12 Powered Convenience Outlet 38 38 Through the Base Electrical 8 13 Through the Base Gas 5 5 Unit Mounted Circuit Breaker 5 5 Unit Mounted Disconnect 5 5 Novar Control 8 8 NOTES: 1.Weights for options not listed are o5 lbs. 2.Net Walghl s 1kR�MiK{Il�I4 •e KdtgC3Mti ��' • CABINET MODEL CORNER WEIGHTILBS) UNIT WEIGHT INET LBS.) A B C D E F G H J K L M N P WI W2 W3 W4 A YCC018F•L 68.3 61.7 84 92.9 3 55.1/4 36 25.3/16 18.9/16 11.1/16 6•9 /16 6.13/16 17 21.5/16 25 17.1/2 10 3 4.7/16 YCCO24F•L 69.4 60.0 85 99.5 314 YCCO30F.L 70.5 61.4 87 99.8 B YCCO36F•L 84.06 68.08 92.1 113.7 358 55.1/4 36 29.3/16 18.9/16 11.1 /I6 6.9/16 6.13/16 17 203/4 25.13/16 17.1/2 10 .3 4.7/16 YCCO30F•M 78.3 68,3 95.6 109.7 352 19.3/4 24.13/16 YCCO36F•M 86 67.6 93.2 116.13 364 C ' YCCO36F•H 90.3 73.8 101 123.7 389 62.3/4 36 29.3/16 18.9/16 11.1 /16 6.9/16 11.1/8 17 193/4 28.1/4 17.1/2 10 3 83/4 YCC042F•M 103.7 88.7 96.8 122.6 412 19.3/4 28.1/4 YCC048F•M 104.6 84.6 102.2 126.4 418 19.3/4 28.1/4 0 YCC048F -H 123.8 104.6 132.5 157 518 64.5/16 45 33.3/8 21.1/16 15.1/16 4.15/16 9.1/9 21.15/16 25 29.1/2 20 14 3.1/2 8.5/16 YCC060F•M 135.4 109.8 137.3 1093 552 25 291/ • C HORIZONTAL -- SUPPLY OPENING DOWNFLO SUPPLY OPENING SECT. X -X HORIZONTAL RETURN OPENING TYPICAL CROSS SECTION OF SUPPLY & RETURN PERIMETER FLANGES APPEARANCE SURFACE OF SUPPLY & RETURN PANEL Dimensional Data and Weights YCC018 -06.0F Outline - Rear (ALL DIMENSIONS ARE IN INCHES) �t7w7,IFtiJw ECONOMIZER /FILTER ACCESS PANEL LItM DIMENSIONAL SURFACE (SEE TABLEI 2 16 1i DIA. ENTRY FOR 1/2 N.P.T. GAS�CONNECTION CONDENSATE DRAIN FOR 3 \4" FEMALE NPT DOWNFLOW RETURN OPENING SECT Y -Y TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & RETURN PERIMETER FLANGES EVAPORATOR COIL & BLOWER PANEL From Dwg. 21D661690 Rev. 'MPG+ Package Gas/ Electric Units Convertible Mo YCC018 -060F 1-1/2 5 Ton FILE COPY YC-D-9 C1IN 11 " 4 " NTROWD SE? _ 3 20 (13 AS WED Z � 00 W J al u.Q =d w z= F- 0 Z I- LL! w U 0 0 Y OH wW H� U. O Z w O ~ Z General Data A L MODEL YCC018F1LOB YCCO24F1LOB YCCO30F1LOB YCCO30F1MOB RATED VOLTS /PH /HZ 208 - 230/1/60 208 - 230/1/60 208- 230/1/60 208-230/1/60 A.R.I. RATINGS (COOLING)C1 BTUH 18000 23400 29200 29800 Indoor Air Flow (CFM) 600 800 1000 1000 System Power (KW) 1.93 2.55 3.17 3.27 EER /SEER (BTU/WATT -HR.) 9.35 / 10.00 9.10 / 10.00 9.20 / 10.00 9.10 / 10.00 Noise Rating No. 8.0 8.0 8.0 8.0 A.G.A. RATINGS (HEATING►® (High) Input BTUH 50000 40000 50000 75000 Capacity BTUH ®® 40000 40000 40000 60000 AFUE 78% 78% 78% 78% Temp. Rise °F (Min. /Max.) 30 / 60 30 / 60 30 / 60 35 / 65 (Low) Input BTUH 40000 40000 40000 60000 Capacity BTUH ®® 32000 32000 32000 48000 AFUE /CSE 78 %/76% 78 %/76% 78 %/76% 78 %/76% Temp. Rise °F (Min. /Max.) 30 - 60 30 - 60 30 - 60 35 - 65 Type of Gas® NATURAL NATURAL NATURAL NATURAL POWER CONNS. - V /PH /HZ 208- 230/1/60 208 - 230/1/60 208 - 230/1/60 208 - 230/1/60 Min. Brch. Cir. Ampacity 13.2 15.7 20.1 21.3 Br. Cir. - Max. (Amps) 20 25 30 35 Prot. Rtg. - Recmd. (Amps) 20 25 30 35 COMPRESSOR CLIMATUFF'" CLIMATUFP' CLIMATUFP" CLIMATUFP" No. Used 1 1 1 1 Volts /PH /HZ 200 - 230/1/60 200- 230/1/60 200 - 230/1/60 200-230/1/60 R.L. Amps - L.R. Amps 8.0 - 48 10.0 - 67 13.3 - 79 13.5 - 79 OUTOOOR COIL - TYPE PLATE FIN PLATE FIN PLATE FIN PLATE FIN Rows /F.P.,. 2/15 2/15 2/15 2/15 Face Area (Sq. Ft.) 4.5 4.5 5.43 5.43 Tube Size (in.) 3/8 COPPER 3/8 COPPER 3/8 COPPER 3/8 COPPER INDOOR COIL - TYPE PLATE FIN PLATE FIN PLATE FIN PLATE FIN Rows /F.P.I. 2/15 3/15 3/15 3/15 Face Area (Sq. Ft.) 3.25 3.25 3.25 3.96 Tube Size (in.) 3/8 COPPER 3/8 COPPER 3/8 COPPER 3/8 COPPER Refrigerant Control CAPILLARY CAPILLARY CAPILLARY CAPILLARY Drain Conn. Size (in.) 3/4" FEMALE NPT 3/4" FEMALE NPT 3/4" FEMALE NPT 3/4" FEMALE NPT Duct Connections SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING OUTDOOR FAN - TYPE PROPELLER PROPELLER PROPELLER PROPELLER No. Used / Dia. (in.) 1 / 18 1 / 18 1 / 18 1 / 18 Type Drive / No. Speeds DIRECT / 1 DIRECT / 1 DIRECT / 1 DIRECT / 1 No. Motors - HP 1 -1/5 1 -1/5 1 -1/5 1 -1/5 Motor Speed R.P.M. 1080 1080 1080 1080 Volts /PH /HZ 200 - 230/1/60 230/1/60 230/1/60 230/1/60 F.L. Amps - L.R.Amps 1.6 -3.3 1.6 -3.3 1.6 -3.3 1.6 -3.3 INDOOR FAN - TYPE CENTRIFUGAL CENTRIFUGAL • CENTRIFUGAL CENTRIFUGAL Dia. x Width (in.) 9 X 9 9 X 9 9 X 9 10 X 9 No. Used 1 1 1 1 Drive / Speeds (No.) DIRECT / 2 DIRECT / 2 DIRECT / 2 DIRECT / 2 No. Motors - HP 1 -1 /4 1 -1 /4 1 -1 /4 1 -1 /3 Motor Speed R.P.M. 1080 1080 1080 1080 Volts /PH /HZ 200 - 230/1/60 200- 230/1/60 200- 230/1/60 200-230/1/60 F.L. Amps - L.R. Amps 1.6/1.4 - 2.9 1.6/1.4 - 2.9 1.6/1.4 - 2.9 2.8/2.2 - 5.1 COMBUSTION FAN - TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Drive - Speeds (No.) DIRECT -1 DIRECT -1 DIRECT -1 DIRECT -1 Motor HP - Speed (RPM) 1/35 - 3480 1/35 - 3480 1/35 - 3480 1/35 - 3480 Volts /PH /HZ 240/1/60 240/1/60 240/1/60 240/1/60 F.L. Amps 0.6 0.6 0.6 0.6 FILTER - FURNISHED? NO NO NO NO Type Recommended THROWAWAY THROWAWAY THROWAWAY THROWAWAY Min. Face Area -Lo (ft.) ®® 2.0 2.67 3.33 3.33 REFRIGERANT Charge (Ibs. of R -22)0 GAS PIPE SIZE (IN.) DIMENSIONS Crated (in.) Uncrated WEIGHT Shipping (Ibs.) / Net (Ibs.) See notes on page 14 3.8 Ibs. 4.0 Ibs. 4.4 Ibs. 4.5 Ibs. 1/2" 1/2" 1/2" 1/2" HXWXD HXWXD HXWXD HXWXD 31- 1/4X38X57 31- 1/4X38X57 31- 1/4X38X57 35- 1/4X38X57 SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING 341 / 301 350(5P 398 / 358 398 / 358 G✓rt,3 =- Co 7 CABINET SIZE MODEL "A" "B" "C" "D" "E" "F" "G" "H" YCC018 844) YCCO30E-L . 14-1/8 16-5/8 36 34 25-3/16 13-3/4 — — YCCO30E-M, YCCO36F-L, YCCO36F-M 14-1/8 16-5/8 , 36 34 29-3/16 . 13-3/4 — — YCCO36F-H, YCC042F-M, YCC048F-M 14-1/8 16-5/8 36 34 29-3/16 13-3/4 8-1/8 7/8 YCC048F-H, YCC060E-M 14-13/16 21 45 34 33-3/8 13-3/4 10-1/8 9-7/8 0.D. COIL HOLD DOWN CLIP 36 "D" CABINET Dimensional Data YCC018-060F Outline — Front with BAYCURB030A Curb (ALL DIMENSIONS ARE IN INCHES) DETAIL "A" ECONOMIZER INCORRECT From Dwg. 21D661772 Rev. 0 "D" CABINET it . . . 3 r-Lff ,.. , c.p.• ...\ . •.,. • ...% s I ' Ir. 0 . a 0.D. COIL HOLD DOWN CLIP 36 "D" CABINET Dimensional Data YCC018-060F Outline — Front with BAYCURB030A Curb (ALL DIMENSIONS ARE IN INCHES) DETAIL "A" ECONOMIZER INCORRECT From Dwg. 21D661772 Rev. 0 "D" CABINET MODEL A B C 0 E F YCCO18 0/ 24F•L YCCO30F -L • 55-1/4 - 36 25.3/16 12.15/16 36-3/4 KNOCKOUTS FOR 1/2' AND 1' CONDUIT YCCO30F -M YCCO36F -L /F-M 55-1/4 36 29-3/16 12.15/16 36-3/4 KNOCKOUTS FOR 3 /4' AND 1.1 /4'CONDUIT YCCO36F -H YCC042F -M YCC048F -M 62.3/4 36 29-3/16 14-1/2 27.1/2 KNOCKOUTS FOR 3/4' AND 1.1/4' CONDUIT YCC048F•H YCC060F•M 64-5/16 45 33-3/8 14-13/16 27.15/16 KNOCKOUTS FOR 3/4' AND 1.1/2' CONDUIT CONTROL BOX ACCESS PANEL 'HOLE FOR 1/2" CONDUIT (UNIT CONTROL WIRES) Dimensional Data YCC018 -060F Outline — Front (ALL DIMENSIONS ARE IN INCHES) 1" DIAMETER K.O. FOR t/2 N.P.T. CAS CONNECTION AS VALVE ACCESS CONDENSER COIL IN THIS AREA ONLY ON YCC042F -M, YCC048F -M ONDENSER COIL C From Dwg, 21D661689 Rev. 0 37 Z ce III v 0: N Ca. cn W u_ 0, oL.Q = W Z F. F— O Z F-` tu � U .O N;. w W : H H; E6 0` ui z5 co F= O F " z CABINET MODEL CORNER WEIGHT BR UNIT WEIGHT INET LBS.) A B C D E F G H J K I M N P W1 W2 W3 W4 A y YCCO18F -1. 68.3 61.7 84 92.9 55.1/4 36 25-3/16 18.9/16 11.1/16 6 -9/16 6.13/16 17 21.5/16 25 17.1/2 10 3 4.7/16 YCCO24F -1. 69.4 60.0 85 99.5 314 YCCO30F -L 70.5 61.4 87 99.8 8 YCCO36F -L 84.06 68.08 92.1 113.7 358 55-1/4 36 29-3/16 18.9/16 11.1/16 6-9/16 6-13/16 17 20-3/4 25.13/16 17.1/2 10 • �3 4.7/16 YCCO3OF -M 78.3 68.3 95.6 109.7 352 19-3(4 24-13/16 YC0036F -M 86 67.6 93.2 115.13 364 C YCCO36F -H 90.3 73.8 101 123.7 389 62-3/4 36 29.3/16 18-9/16 11-1/16 6-9/16 11.1/8 17 19 -3/4 28.1/4 17.1/2 10 3 8-3/4 YCC042FM 103.7 88.7 96.8 122.6 412 19-3/4 28.1/4 28-1/4 YCC048F -M 104,6 84.6 102.2 126.4 418 19.3/4 D YCC048F•11 123.8 104.6 132.5 157 518 64.5/16 45 33-3/8 21-1/16 15.1/16 4-15/16 9-1/8 21.15/16 25 29-1/2 20 14 3-1/2 8.5/16 YCC060F -M 135.4 109.8 137.3 169.3 552 25 29-1/2 38 C HORIZONTAL SUPPLY OPENING DOWNFL SUPPLY OPENING SECT. X -X HORIZONTAL RETURN OPENING TYPICAL CROSS SECTION OF SUPPLY & RETURN PERIMETER FLANGES _TOTAL wt = it v� # Dimensional Data and Weights YCC018 -060F Outline - Rear (ALL DIMENSIONS ARE IN INCHES) 7Jw1Jr vw ECONOMIZER /FILTER ACCESS PANEL APPEARANCE SURFACE OF SUPPLY & RETURN PANEL L & DIMENSIONAL SURFACE (SEE TABLE( ig CONDENSATE DRAIN FOR 3 \4" FEMALE NPT DOWNFLOW RETURN OPENING SECT Y -Y TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & RETURN PERIMETER FLANGES EVAPORATOR COIL & BLOWER PANEL 2- 1i DIA. ENTRY FOR 1/2 N.P.T. GAS .CONNECTION From Dwg. 21D661690 Rev. 1 Side Distance (In.) Bottom 0.0 Back (Duct) 1.0 Left '• 6.0 Right 6.0 Front 12.0 Top 36.0 SERVICE CLEARANCE DIMENSIONS MODEL NO. AB B CD D YCC018-036F-L YCCO30,036F-M 2'6" 2'6" 6"" 2'0" MODELS AIR DUCT OPENINGS A B C D YCC018-036F-L YCCO30,036F-M Supply Duct 21 11-1/4 — — Return Duct — — 11-1/2 18-1/8 16 14 < 7 21 $ 1‘1 SUPPLY A B D 1 2 1 RETURN C 2 (All dimensions are in inches) SERVICE CLEARANCE LINES SIDE RAIL • 1'6" with 25% Fresh sir accessory 2'6 with Economizer WOOD NAILER Dimensional Data BAYCURB030 Roof Mounting Curb Outline YCC018-036F — Units 53 8 . 34 Required Clearance for Unit Installation and Roof Penetration Hole Size Required SERVICE CLEARANCE UNES Clearance From Combustible Materials From Dwg. 210662114 Rev. 0 (I" From Dwg. 210729942 Rev. 2 File: M03 -0138 35mm Drawing #1 -2 tI; Z D p U 0 ; 0 LL O° LLI Z: HIS O Z ACTIVITY NUMBER: M03 -138 DATE: 09 -02 -03 PROJECT NAME: RREEF - VACANT SPACE SITE ADDRESS: 1128 INDUSTRY DRIVE - BLDG 38 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after permit Is Issued DEPARTMENTS: BM Division IM Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ ( Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROSJTING: Please Route ,L._�,/ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09 -30 -03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2-28-02 PERMIT COORD COP PLAN REVIEW /ROUTING SLIP 512 itLi q-'2 -v3 Fire Prevention Q Structural ❑ PERMIT COORD COPY Planning Division Permit Coordinator DUE DATE: 09 -02 -03 Not Applicable ❑ DATE: File: M03 -0138 35mm Drawing #1 -2 TAG MAKE MODEL # SIZE CFM • i OSA C (BT j AC -1 1130 AC - 2 TRANE YSC048A1EM 4-Ton 1,600 240 49;200 1128 TRANS YCCO24F1LOB 2 -Ton 800 200 23,400 L M ler Blvd Phase III m 2 . 31 i Tu_. . . . i J .r Phase V NEW TRANE GAS cw tos 7 X01 Inch LECTRIC PACKAGED AC E I{ 1111111111 11 ; 1I) WSTCOTT Since 1872 "' �III�I�IiIT .II 2 SCOPE OF WORK: ♦ AC - 1: 1130 Industry: One new Trane 4 -Ton gas /electric AC unit with factory roof economizer and programmable thermostat. ry curb, • Sheetmetal duct drops, exposed spiral ductwork in the back room with no dropped ceiling, ductboard ductwork and flexible ductwork distribution systems. ♦ AC -2: 1128 Industry: One new Trane 2 -Ton gas /electric AC unit with facto economizer and programmable thermostat. factory roof curb, • Sheetmetal duct drops, ductboard and flexible ductwork distribution systems. ♦ Supply air diffusers, return air grilles and transfer air rilles. • Individual gas piping tied into the two existing 9 ♦ Roof cutting & patching. g gas meters. ♦ Equipment start -up & test. ♦ Air balance. EQUIPMENT NOTES: 1. Economizer. 2. Factory Roof Curb. 3. Insulate all ductwork per code. 4. Outside air intake to be 10' - 0" from exhaust outlet, gas flues & plumbing vents. 5. Honeywell 7 -Day programmable night setback thermostat with 5 degree dead -band capability. IIIIIIIII) 1I31,IIIIII11I114 W `..! JJ.IJ4 •Ilill •f17:4".I..ry. ....w I und6r § :i hd that the tin Check approvals are subjftt z ei=ror§ and en'ftsions and approval of plan§ does hot Eluthezina the violation of any adopted e ode or ordinance, Receipt of con - tracttli's ropy of approved plans acknowledged. By DAte permit Net UIPMENT SCHEDULE COOLING EER/SEER - /10.00 9.10/10.00 HEATING INPUT 80,000 50,000 HEATING OUTPUT 64,000 40,000 AFUE 81% 78% VOLTAGE 208 - 230/1/60 208 - 230/1/60 ELECTRICAL MCA =34:0 FUSE = 50 MCA = 15.7 FUSE = 25 WEIGHT (LBS.) IIII1I!IIIIIII 6 v6 6 E ZL �t 06 8 L IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIIIIII IIIIIIIII IIIII cAll SE � � �03 SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL ,Er ELECTRICAL � 1 GAS PIPING CITY OF TUKWILA BUILDING DIVISION r11 REVISIONS (117)'R TII /LA U G 2 9 2003 p$RMrT cevrepi DRAWN DATE CONTENTS SHEET NUMBER JOB #911 M - SCALE: 1/8" =1' -0" HVAC PLAN 1 1 1 iLiI'.I I Inch 1.10 , 2 i E STCOTT® Since z871'° AC -2 1 1 � 'II II �11 l lllll�l 3 4 ,� 1 VII. HI. 011. 6 L 9 9 IIIIIIIII z IIIIIIIII I1. HI. 011. 111111111 111111111 11IIIIIIIII11111111 II I I 1 111111 I ► III111II1111111111111111 1I1111 REVISIONS C/ T y o f Tomi AUG 292003 P ERMIT CENTER CONTENTS DRAWN ? C, DATE .9/ ,, "g".• 4-4 49 A V Pc$ s tat At I v0 ~ 0 — M c Wo 74 6-1 W - JOB #911 SHEET NUMBER m-2