Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M07-193 - AUTOMATED GATES
AUTOMATED GATES 10847 E MARGINAL WY S M07 -193 Parcel No.: 0323049172 Address: Suite No: City-td Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 10847 EAST MARGINAL WY S TUKW Tenant: Name: AUTOMATED GATES Address: 10847 EAST MARGINAL WY S , TUKWILA WA Owner: Name: DIAMOND PARKING INC Address: 605 1ST AVE #600 , SEATTLE WA Contact Person: Name: DAN HALL Address: 5716 119 AV NE , LAKE STEVENS WA Contractor: Name: D J MECHANICAL INC Address: 5716 119 AV NE , LAKE STEVENS, WA Contractor License No: DJMECI *000JR DESCRIPTION OF WORK: INSTALL NEW 4 -TON ROOF TOP UNIT AND DUCTWORK. Value of Mechanical: $14,000.00 Type of Fire Protection: Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial doc: IMC -10/06 MECHANICAL PERMIT EOUIPMENT TYPE AND OUANTITY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *continued on nest page ** M07 -193 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 425 754 -4711 Phone: 425 334 -3516 Expiration Date: 02/28/2009 M07 -193 10/24/2007 04/21/2008 Fees Collected: $315.68 International Mechanical Code Edition: 2006 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 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 Printed: 10 -24 -2007 Permit Center Authorized Signatur I hereby certify that I have read an governing this work will be compli doc: IMC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: M07 -193 Issue Date: 10/24/2007 Permit Expires On: 04/21/2008 MIS Date: 101V41/ ed this permit and know the same to be true and correct. All provisions of law and ordinances th, whether specified herein or not. The granting of this permit does not presume to 've authority to violate or cancel the provisions of any other state or local laws regulating construction or erfo ce of rk. uthorized to sign and obtain this mechanical permit. Signature: � Date: /c 2 q - o7 Print Name: PG N /Jj 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 suspender or abandoned for a period of 180 days from the last inspection. M07 -193 Printed: 10 -24 -2007 Parcel No.: 0323049172 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http.• / /www.ci.tukwila.wa.us 10847 EAST MARGINAL WY S TUKW AUTOMATED GATES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * * continued on next page ** Permit Number: Status: Applied Date: Issue Date: M07 -193 ISSUED 09/12/2007 10/24/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: 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. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 12: 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. M07 -193 Printed: 10 -24 -2007 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: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: /0" 2 1 r --07 M07 -193 Printed: 10 -24 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us Building Permit No. WA- 11S Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 ** SITE LOCATION King Co Assessor's Tax No.: V' J Z30y 91 7 � /e) Site Address: � $ 7 E. /Y1 (,' /liar ilu � W/a •N S . Suite Number: Floor: S a t Tenant Name: f�u GAT / e $ • J New Tenant: ❑ Yes - EFfNo Property Owners Name: Be a. h7 ?A d 1.. Pe Mailing Address: e7.. Z e • City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: DG /v /14 L L / Day Telephone: Mailing Address: 5 7 / t d _ //9 - ?- 11 /) L k S1'' A 8,2 5 �� City C Fax Number: 4 /425 . - 399 $/ 7(22 E -Mail Address: d zr/Yl e(4 /R7C7 &%z l/ r C ', nn GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: n 1 /r (,e 1 r Le r 4 l' o� S -i/tie C. 7 4 0 Mailing Address: 01 tt, l / Z � J7 • 55ec g �7 S 7 Contact Person: l ((-Q ct.9 Cr E -Mail Address: Contractor Registration Number: m ke. k1 C 10 if 414-- Q:1Applications \Forms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 - 2006 bh tAi P/6 State Zip Day Telephone: 42(Z - 93'7 — 2-zee Fax Number: 20 a 736 -0 Z Z Expiration Date: City State Zip State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Q Q - se -e -I- 5/ c Mailing Address: 3 yyS C6/ i re) /ti e& & Ave 5W 5es / /fit. w/) 789t State Zip Contact Person: D W 147 t d 7-07 . Day Telephone: 706 9 Z Z E -Mail Address: Fax Number: ze Co - 9.3T — 5 Z City ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 14 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Simile Duct Thermostat I 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System f ` Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit CFM f Comm/Ind Incinerator — Comm MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Y ech Glo e cc._1 m C • Mailing Address: j �7 /G //1 Ct V A k. Contact Person: ( cf17 /4/4 L L E -Mail Address: Q ec h 1,t) C. 6:7/47/#74f/, COM Contractor Registration Number: D S/'i1 C S * moo SIB Valuation of Mechanical work (contractor's bid price): $ / Y Q CO Scope of Work (please pro ide detailed information): /V $ �4 I/ V eJ y Tvo PD 70/ c{ijct acv) dcc c- (aivtk , Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric Gas Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications \Forms- Applications On Line\3 -2006 - Permit Applieafion.doc Revised: 9 -2006 bit t ty Day Telephone: Fax Number: Expiration Date: w if 9329 State Zip yas = 33"V - 3sa 6 WS 3 97 -8900 a- _Zoc7q Page 4 of 6 PERMIT APPLICATION NOTES Applicable to all permits in this application 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. 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 ��'lYE1� OR A ry Signature: Print Name: Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 5, / -f/c7L( - 1 c Date Application Accepted: 01 1 01._ Q :1Applieations\Fmms- Applications On Line13 -2006 - Permit Application.doc Revised: 9-2006 bh City Date: Day Telephone: L /o2$ "' 75Y-- V W/ Lk en, 5 25`4i► State Staff Initials: ( Zip Date Application Expires: 6s117-la Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 - 00282 Initials: ALB User ID: ADMIN Payee: 0323049172 10847 EAST MARGINAL WY S TUKW AUTOMATED GATES Dj MECHANICAL INC TRANSACTION LIST: Type Method Description Payment Check 17778 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us ACCOUNT ITEM LIST: Description Account Code MECHANICAL - NONRES 000/322.100 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 02/01/2008 12:19 PM Balance: $0.00 Amount 58.00 Current Pmts 58.00 Total: $58.00 M07 -193 ISSUED 09/12/2007 10/24/2007 7927 02/01 9710 TOTAL 58.00 doc: Receipt -06 Printed: 02-01 -2008 Receipt No.: R07 -01943 Payee: DJ MECHANICAL INC TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description MECHANICAL - NONRES PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0323049172 Permit Number: M07 -193 Address: 10847 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 09/12/2007 Applicant: AUTOMATED GATES Issue Date: Initials: JEM Payment Date: 09/12/2007 08:36 AM User ID: 1165 Balance: $0.00 Amount Payment Check 17339 315.68 Account Code Current Pmts 000/322.100 258.54 000/345.830 57.14 Total: $315.68 Payment Amount: $315.68 2690 09/12 9710 TOTAL 315=68 doc: Receiot -06 Printed: 09 -12 -2007 COMMENTS: Type of Insp ction: perms -- ft h r -1 -r- * IC- FL Special Instructions: / hone eL,is ��� k L-11\r r,�JJ I c - 9 t i Project: Type of Insp ction: , Address: io 6147 F - if :4/4 14.14-I Date Called: Special Instructions: / hone / Date Wanted: ` S - 2 �____ v a� : m. Requester: c - 9 t i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /A PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspest ` Dater Z ?'a 6/ G,).)r ICE $58.00 REINSPECTION FEE QUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Proje t: %� >, � v w� p� Type of Inspection: (Z p, ,, A < - Address: tok4 g- ,GC,(rp., /LI Iii Date Calleg: Special Instructions: V Dite Wanted 3- m -o6 `rim. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: p\AASi_ r AJP1 1, ) -e A/ J e- �•� - 2-1-- r J 1 Inspecpr' G_ - I Date:3 a r El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Proje ?i /o Type of Inspection: //n/4 / Address: /o8g7 P /n4e44/4/ Date Called: S Special Instructions: n ' Date Wanted: 3 -2 -6c© a.m. p.m. Req uester: Phone No: '/27 -4 / 7/ l INSPECTION RECORD Retain a copy with permit INSPECTI NO. PERMIT NO. CITY OF TUKWILA- BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: r s k - to "� . 5 �l d ke J11 (` ,I �ci Inspect r: t JDate:3 21 c)l- $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: `Date: Proje : /2 1 - /0 4 /4el'TC Type of Ins egtion: F //v47 Address: /d c.. 4 F 4 t/v4?- Date Called: / Special Instructions: - Date Waantel: , /ve Requester: Phopg2 S - 2s y- y 7// INSPECTION RECORD Retain a copy with permit o 7 6 - 5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: i 3/A as Pt sE t 1 f s 1• Rif- �f 'Inspector: (Date: ( ` ( El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: i 6 CTJr 40Iu0 `TU i/`S pe r-`J/` - /A(' tii,ir fc Fo r ) -kjAc- p 1---1`b/ U/t` C-c - , > , A/\ - iOkifir t , /■ A.)()/ (k ,FP i ,/I p in 4 1 C'_ TT ( +'-' C ; v 5 'Y n S Air' T. Date Called: / 30 I v ,Uu`i' ( 11 apt en ZnSPc(--T: JAJ /AR Aie 1IT 0/1T2 4, 1)1-in re Z rI ,Ain( � U QL 1 te( 1 (4,z . r C _ r1 P ) m h eaCI A C. 5 , I c -1 ~ /, Apr ik.! . I Requester: Phone No: '4 2-S 754 --17i 1 Project: G � �� �( P l� n ` Type oof--Insp ction: 4 Meeit Address: Date Called: Special Instructions: , R Oi tv T-.A i nsp e-c_1 i C(U - 10-- r Dt) Date Wanted: 7 � -`7 '6O / P.M. Requester: Phone No: '4 2-S 754 --17i 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 1 tnspectr: 1 MO- /93 Corrections required prior to approval. 'Date: _ - U f/ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: QUANTUM CONIULSIN* INOINIIIS STRUCTURAL CALCULATIONS (Permit Submittal) Quantum Job Number: 7207.01 .--1 r COCA Prepared for: OBJECT + SPACE LTD. 3445 CALIFORNIA AVENUE SW STUDIO 1 SEATTLE, WA 98116 Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 INCOMPLETE t n �I' October 10, 2007 AUTOMATED GATE & EQUIPMENT HVAC UNIT ROOF FRAMING SUPPORT RECEIVED CITY OF TUKWILA OCT 1 5 2007 PERMIT CENTER OCT 1 2007 'CI Of Tukwila BUILDING CW E TAH AUTOMATED GATE & EQUIPMENT 9/29/07 SLAB TO BOT OF DECKING =15 -0" +/- Add 2 )c6 q L ness TJ -Beare) 6.25 Serial Number. 7004113313 User. 2 10/4/2007 4:08:17 AM Page 1 Engine Version: 6.25.71 Member Slope: 012 Roof Slope012 PROJECT INFORMATION: Automated Gate and Equipment T.I. 4 L'h All dimensions are horizontal. GL Roof Beam with Unit Load 3 1/8" x 12" Glulam (24F - V4 DF) LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 200.0 90.0 0 To 20' 5 1/8" Replaces Point(Ibs) Snow(1.15) 0 45 3' 5 1/8" - -TSro t - v cr + b eatin SUPPORTS: �� 23 r fia a dkiaCtAr beam Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Glulam or solid sawn lumber beam 5.13" Hanger 2043 / 1393 / 0 / 3436 1 12.00" N/A H6: Top Mount Hanger None 2 Glulam or solid sawn lumber beam 5.13" Hanger 2043 / 1081 / 0 / 3124 1 12.00" N/A H6: Top Mount Hanger None -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): H6: Top Mount Hanger HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 H6: Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A Douglas Fir 2 H6: Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A Douglas Fir 20' 51/8" DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 3308 3009 6900 Passed (44 %) Lt. end Span 1 under Snow Ioac"ng ✓ Moment (Ft -Lbs) 15007 15007 17250 Passed (87 %) MID Span 1 under Snow loading ✓ Live Load Defl (in) 0.815 0.652 (/288) MID Span 1 under Snow loading > L f2 ¢ O Total Load Defl (in) 1.286 0.979 (U183) MID Span 1 under Snow loading 7 L /I S C - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 13' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. Copyright C 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. C: \QUANTUM ENGINEERS \Tenant Improvements \Automate Gate i Equipment \Roof Beam with Unit.sms El Product Diagram is Conceptual. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957 -3901 jriley ©quantumce.com SiT' AVEyerhaeuser Business TJ -Beam® 6.25 Serial Number: 7004113313 User: 2 1W412007 4:08:17 AM .Page 3 Engine Version: 6.25.71 Load Group: Primary Load Group 19' 6.87" Max. Vertical Reaction Total (lbs) 3436 3124 Max. Vertical Reaction Live (lbs) 2043 2043 Required Bearing Length in 1.69(W) 1.54(W) Max. Unbraced Length (in) 164 Loading on all spans, LDF = Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) PROJECT INFORMATION: Automated Gate and Equipment T.I. GL Roof Beam with Unit Load 3 1/8" x 12" Glulam (24F - V4 DF) 0.90 , 1.0 Dead 1252 -940 1351 -1039 1054 1351 1393 5445 1039 1081 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 3009 -2697 Max Shear at Support (lbs) 3308 -2996 Shear Within Span (lbs) 2411 Member Reaction (lbs) 3308 2996 Support Reaction (lbs) 3436 3124 Moment (Ft -Lbs) 15007 Live Deflection (in) 0.815 Total Deflection (in) 1.286 Copyright 0 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. Simpson Strong -Ties Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. C: \QUANTUM ENGINEERS \Tenant Improvements \Automate Gate i Equipment \Roof Beam with Unit.sms OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957 -3901 jriley ©quantumce.com AV(€yerhacuser Busing Ti - Beam® 625 Serial Number. 7004113313 User. 2 10/42007 4:05:11 AM . Page 1 Engine Version: 6.25.71 Member Slope: 0M2 Roof Slope0/12 All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Uniform(plf) Snow(1.15) 0.0 25.0 0 To 29' Point(lbs) Snow(1.15) 4000 2050 2' 3" Point(Ibs) Snow(1.15) 4000 1750 10' 3" Point(lbs) Snow(1.15) 4000 • . s 18' 3" Point(Ibs) Snow(1.15) 4000 1600 26' 3" SUPPORTS: 1 Steel column 2 Steel column >4 d 29 Input Bearing Width Length 5.50" 3.86" 3.00" 3.50" DESIGN CONTROLS: Maximum Design Shear (Ibs) 12828 12732 Moment (Ft -Lbs) 78819 78819 Live Load Defl (in) 1.101 Total Load Defl (in) 1.680 PROJECT INFORMATION: Automated Gate and Equipment T.I. GL Roof Girder 5 118" x 21" Glulam (24F - V4 DF) Z Vertical Reactions (Ibs) Live/Dead/Uplift/Total 8266 / 4578 / 0 7740 /3915/0/11655 Control Control 19803 79378 0.960 1.440 6 1 r Gd' ' w I C pQ11 = 8 6 b 2-4 k, Application Comment Replaces tt Tfl Tn e ILA d Passed (64 %) Passed (99 %) (L/314) (L/206) Detail Other By Others None By Others None �aQd' iz k v2G k - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. Location Lt. end Span 1 under Snow loading '/ MID Span 1 under Snow loading / L / a 7 c/ MID Span 1 under Snow loading .7 %/- / � MID Span 1 under Snow loading C "Life G 48 K L..4i Loa I SO Loa cl 0tr To Product Diagram is Conceptual. - Deflection Criteria: MINIMUM(LL:L/360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 10' 5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJ - Beam® is a registered trademark of Trus Joist. C: \QUANTUM ENGINEERS \Tenant Improvements\Automate Gate i Equipment \Roof Girder with Unit.sms OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957 -3901 jriley @quantumce.com j g 4;s q q TJ -Beam® 6.25 Serial Number. 7004113313 User: 2 10/42007 4:05:11 AM Page 3 Engine Version: 6.25.71 Load Group: Primary Load Group A 28' 9.50" Max. Vertical Reaction Total (lbs) 12845 11655 Max. Vertical Reaction Live (lbs) 8266 7740 Required Bearing Length in 3.86(S) 3.50(S) Max. Unbraced Length (in) 125 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 4465 -3816 Max Shear at Support (lbs) 4561 -3910 Shear Within Span (lbs) 4463 Member Reaction (lbs) 4561 3910 Support Reaction (lbs) 4578 3915 Moment (Ft -Lbs) 26949 PROJECT INFORMATION: Automated Gate and Equipment T.I. Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. GL. Roof Girder 5 118" x 21" Glulam (24F - V4 DF) Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 12732 -11549 Max Shear at Support (lbs) 12828 -11647 Shear Within Span (lbs) 12730 Member Reaction (lbs) 12828 11647 Support Reaction (lbs) 12845 11655 Moment (Ft -Lbs) 78819 Live Deflection (in) 1.101 Total Deflection (in) 1.680 C: \QUANTUM ENGINEERS \Tenant Improvements \Automate Gate 6 Equipment \Roof Girder with Unit.sms OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957 -3901 jriley ©quantumce.com f aMI: fillif i ptSt 7ahaeusv Business TJ -Beam® 6.25 Serial Number. 7004113313 User. 2 10/42007 4:12:51 AM Page 1 Engine Version: 6.25.71 Member Slope: 0112 Roof SlopeO/12 All dimensions are horizontal. Unit Support Beam 1 1/2" x 51/2" 1.3E Solid Sawn Hem -Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Uniform(plf) Roof(1.25) 0.0 Point(Ibs) Roof(1.25) 0 300 2' 3 1/8" - 2 d Utitt Lc►"? SUPPORTS: 2.0 0To8'31/8" Input Width 1 Glulam or solid sawn lumber beam 3.13" 2 Glulam or solid sawn lumber beam 3.13" -User specified custom detail for support: 1, 2. DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 237 Moment (Ft -Lbs) 466 Total Load Defl (in) PROJECT INFORMATION: Automated Gate and Equipment T.I. 235 466 0.144 743 627 0.313 I! F Bearing Length Hanger Hanger 4 Application Comment Replaces Vertical Reactions (Ibs) Live/Dead/Uplift/Total 0/238/0/238 0/93/0/93 Passed (32 %) Passed (74 %) Passed (L/646) - Deflection Criteria: STANDARD (TL:L /240). Additional checks follow. - TL:0.313" - Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. - Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. Copyright 0 2006 by Trus Joist, a Weyerhaeuser Business C: \QUANTUM ENGINEERS \Tenant Improvements\Automate Gate i Equipment \Roof Unit Support Beam.sms 8' 31/8" Product Diagram is Conceptual. Detail Custom Detail Custom Detail Other Location Lt. end Span 1 under Dead loading MID Span 1 under Dead loading MID Span 1 under Dead loading OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957 -3901 jriley @quantumce.com Custom Accessory Custom Accessory q , � 7J-Beam® 8.25 Serial Number. 7004113313 User. 2 10/412007 4:12:51 AM Page 3 Engine Version: 8.25.71 Load Group: Primary 7' 8.87" ^ Max. Vertical Reaction Total (lbs) 238 93 Max. Vertical Reaction Live (lbs) 0 0 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 99 Loading on all spans, LDF = Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Loading on all spans, LDF = Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection (in) Total Deflection (in) PROJECT INFORMATION: Automated Gate and Equipment T.I. Unit Support Beam 1 1/2" x 5 1/2" 1.3E Solid Sawn Hem -Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group 0.90 , 1.0 Dead 235 -90 237 -92 229 237 92 238 93 466 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof 235 -90 237 -92 229 237 92 238 93 466 0.000 0.144 Copyright O 2006 by Trus Joist, a Weyerhaeuser Business C: \QUANTUM ENGINEERS \Tenant Improvements\Automate Gate a Equipment \Roof Unit Support Beam.sms OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957 -3901 jriley @quantumce.com Job information Automated Gates - DJ Mechanical Tag , Quantity Unit Information Cooling Information Heating Information Motor /Electrical Information 8/22/2007 Y4C -1 1 Model number Tonnage Min. unit operating weight Design Airflow 4 Ton 563.0 lb 1600 cfm Unit function Max. unit operating weight 939.0 lb DX cooling, gas heat Gross Total Capacity Gross Latent Capacity Net Sensible Capacity Cooling Entering DB Cooling Leaving Unit DB 49.21 MBh 12.28 MBh 35.09 MBh 80.00 F 59.69 F Gross Sensible Capacity Net Total Capacity Net Sensible Heat Ratio Cooling Entering WB 36.93 MBh 47.37 MBh 0.74 Number 67.00 F Heating capacity Output Heating Capacity Heating LAT Medium gas heat I ph 63.00 MBh 106.70 F Input Heating Capacity Heating EAT Heating Delta T 80.00 MBh 70.00 F 36.70 F Voltage Indoor Motor Power Indoor RPM Compressor Power MCA Compressor 1 RLA Condenser fan FLA 208- 230/60/1 0.44 kW 1021 rpm 3.62 kW 35.20 A 20.50 A 2.00 A Design ESP Indoor mtr operating power Outdoor Motor Power System Power SEER/EER @ ARI MOP Evaporator fan FLA 0.50 in H2O 0.59 bhp 0.34 kW 4.10 kW 13 SEER 50.00 A 7.60 A RECEIVED CITY OF TUk'tML...A. OCT 1 5 't f k ' PERMIT CENTER Electrical values provided are estimated only and are subjectfo change without notice and may differ from nameplate values. Acid installed low or high static drive kits may be needed. Please check the fan performance tables in the product catalog for application ranges. INCOMP4ETE LTR# mum' YSC048E1 EMA- D0- 000000000 Mo1V15 ' • I RETURN 14 3/4• SUPPLY I 3 5Ji6 "-1 4 3/16" 2a^ EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN 3/4 " -14 NPT DAI. HOLE - 1 4" RETURN 231/2" - 4 1/2" 91/4" 1 - 151/2" -d `THROUGH THE EASE CONDENSATE 23 9/18" 421 /4" 47j 5V16" D OW N FLO W- PENATRETIO N Q 171/4" 87/8" 13 1/4" 69 7/8 HORIZONTAL-PENETRATION 213/16" 23 1/4" 00- I 43/4" ISOMETRIC- PACKAGED COOLING 3 3/18• THROUGH THE BASE ELECTRICAL 35/8" TOP PANEL 2" ELECTRICAL CONNECTION (SINGLE POINT POWER WHEN HEAT INSTALLED) 36 va• TOPSS Dimension Drawing CONDENSER FAN ONDENSER COIL UNIT CONTROL WIRE 7/8" DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8" DIA. HOLE NIT POWER WIRE CONTROL AND COMPRESSOR ACCESS PANEL AIR FLOW RIGHT- PACKAGED COOLING HORIZONT AIR FLOW 'GENERAL 12)(4)iel Model: YSC048E Oversized Motor • HEATING PERFORMANCE HEATING - GENERAL DATA Unit Operating Voltage: 187 -253 MCA: N/A Unit Primary Voltage: 208 MFS: N/A Heating Model: Medium Unit Secondary Voltage 230 MCB: N/A Ong Input (Btu): 80.000 Unit Hertz: 6o Heating Output (Btu): 65,000 Unit Phase: 1 No. Burners: 2 No. Stages 1 SEER 13.0 Standard Motor Field Installed Oversized Motor 'Gas Inlet Pressure MCA: 35.2 MCA: N/A Natural Gas (MkVMbc): 4.5/10.5 MFS: 50.0 MFS: N/A LP (Min/Max) 10.0/13.0 MCB: 50.0 MCB: N/A - Gas Pipe Connection Size: 1" / z' INDOOR MOTOR Sandard Motor Oversized Motor Field Installed Oversized Motor Number 1 Number N/A Number N/A Horsepower. 1.0 Horsepower. N/A Horsepower. N/A Motor Speed (RPM): — Motor Speed (RPM): N/A Motor Speed (RPM): N/A Phase 1 Phase N/A Phase N/A Full Load Amps; 7.6 Full Load Amps: NIA Full Load Amps: N/A Locked Rotor Amps: — Locked RotorAmps: N/A Locked Rotor Amps: N/A COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number 1 Number. 1 Horsepower: 3.8 0 Phase: 1 Motor Speed (RRM): 1075 Rated Load Amps: 20.5 Phase: 1 Locked Rotor Amps: 109.0 Full Load Amps: 2.0 Locked Rotor Mips: 6.6 POWER EXHAUST ACCESSORY m FILTERS REFRIGERANT (2) (Field Instated Power Exhaust) Type R-410 Phase: N/A Type: Throwavray Horsepower. N/A F Factory Charge Motor Speed (RPM): N/A Number 2 C Cl C 7.4 Full Load Amps: N/A Recommended 20"x305(1' Clnlitn#2 WA Locked Rotor Amps: NIA 'ELECTRICAL / GENERAL DATA NOTES: 1. Maximum (HACR) Circuit Breaker sizing is for Installations In the United States only. 2. Refrigerant charge is an approximate value. For a more precise value, see unit nameplate and service instructions. 3. Value does not include Power Exhaust Accessory. 4. Value Includes oversized motor. 5. Value does not include Power Exhaust Accessory. 6. EER Is rated at ARI conditions and in accordance with DOE test procedures. TOPSS Dimension Drawing CORNER WEIGHT INSTALLED AC NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3. BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL WEIGHT. ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. RIGGING AND CENTER OF GRAVITY TOPSS Dimension Drawing ACCESSORY WEIGHTS ECONOMIZER 26.0 MOTORIZED • • • • N/A MANUAL OUTSIDE AIR DAMPER WA BAROMETRIC RELIEF I N/A [ OVERSIZED MOTOR I I N/A f BELT DRIVE MOTOR I WA POVVER EXHAUST I N/A THROUGHT THE BASE ELECTRICAL (FLOPS) I N/A UNIT MOUNTED CIRCUIT BREAKER (FLOPS) — UNIT MOUNTED DISCONNECT (FLOPS) I WA POWERED CONVENIENCE OUTLET (FLOPS) I N/A I HINGED DOORS (FLOPS) HAIL GUARD I N/A I I SMOKE DETECTOR. SUPPLY / RETURN I N/A I NOVAR CONTROL • [NIA DEHUMIDIFICATION (HOT GAS REHEAT) COIL I N/A I ROOF CURB 70.0 lb I BASIC'UNIT WEIGHTS I CORNER WEIGHTS II CENTER OF GRAVITIY I I SHIPPING NET OA 175.0 lb 01 101.0 lb (E) LENGHT I(F) WIDTH I 1 638.0 lb 563.0 b 1©1 145.0 lb OD I 142.016 31' 19• I CORNER WEIGHT INSTALLED AC NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3. BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL WEIGHT. ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. RIGGING AND CENTER OF GRAVITY TOPSS Dimension Drawing CLEARANCE 36" CLEARANCE 36" PACKAGED COOLING CLEARANCE 40" 66 3/1 DOWNFLOW -ROOF OPENING TOPSS Dimension Drawing 7 CLEARANCE 37" 441 /2' CLEARANCE FROM TOP OF UNIT 72" ACCESSORY - ROOF TOP CURB ACCESSORY - ROOF TOP CURB TOPSS Dimension Drawing 19 718^ 61 3/4 22 15116" — 14 9/16' --.- 1" 183/4 1" ACCESSORY - ROOF TOP CURB ACCESSORY - ROOF TOP CURB TOPSS Dimension Drawing 19 718^ / . 0 wt.{ :;. •• r.;: }:•: : : :'r• %:.:::::::•::: : O m -J 0 Nair General The units shall be convertible airflow. The operating range shall be between 115 °F and 0 °F in cooling as standard from the factory for units with microprocessor controls. Operating range for units with electromechanical controls shall be between 115 °F and 40 °F. Cooling performance shall be rated in accordance with ARi testing procedures. All units shall be factory assembled, internally wired, fully charged with R -410A, and 100 percent run tested to check cooling operation, fan and blower rotation, and control sequence before leaving the factory. Wring internal to the unit shall be colored and numbered for simplified identification. Units shall be UL listed and labeled, classified in accordance to UL 1995 /CAN/CSA No. 236 4190 for Central Coolin Air Conditioners. Canadian units shall be CSA Certified. Casing Unit casing shall be constructed of zinc coated, heavy gauge, and galvanized steel. Exterior surfaces shall be cleaned, phosphatized, and finished with a weather - resistant baked enamel finish. Unit's surface shall be tested 1000 hours in a salt spra test in compliance with ASTM 8117. Cabinet construction shall allow for all maintenance on one side of the unit. All exposed vertical panels and top covers in the indoor air section shall be insulated with a cleanable foil -faced, fire- retardant permanent, odorless glass fiber material. All insulation edges shall be either captured or sealed. The unit's base pan shall have no penetrations within the perimeter of the curb other than the raised 11/8 inch high downflow supply/return openings to provide an added water integrity precaution, if the condensate drain backs up. The base of the unit shall have provisions for forklift and crane lifting, with forklift capabilities on three sides of the unit. Unit Top The top cover shall be one piece construction or where seams exist, it shall be double - hemmed and gasket sealed. The ribbed top adds extra strength and prevents water from pooling on unit top. Compressors All units shall have direct - drive, hermetic, scroll type compressors with centrifugal type oil pumps. Motor shall be suction gas - cooled and shall have a voltage utilization range of plus or minus 10 percent of unit nameplate voltage. internal overloads shall be provided with the scroll compressors. Crankcase heaters shall be included. Refrigerant Circuits Service pressure ports, and refrigerant line filter driers are factory- installed as standard. An area shall be provided for replacement suction line driers. Evaporator and Condenser Coils Internally finned, 5/16? copper tubes mechanically bonded to a configured aluminum plate fin shall be standard. Coils shall be leak tested at the factory to ensure the pressure integrity. The evaporator coil and condenser coil shall be leak tested to 200 psig and pressure tested to 450 psig. The condenser coil shall have a patent pending 1 +1 +1 hybrid coil designed with slight gaps for ease of cleaning. A removable, reversible, double - sloped condensate drain pan with provision for through the base condensate drain is standard. Outdoor Fans The outdoor fan shall be direct- drive, statically and dynamically balanced, draw-through in the vertical discharge position. The fan motor shall be permanently lubricated and shall have built -in thermal overload protection. Controls Unit shall be completely factory wired with necessary controls and contactor pressure lugs or terminal block for power wiring. Un shall provide an external location for mounting a fused disconnect device. A choice of microprocessor or electromechanical controls shall be available. Microprocessor controls provide for volt control functions. The resident control algorithms shall make all heating, cooling, and /or ventilating decisions in response to electronic signals from sensors measuring indoor and outdoor temperatures. The control algorithm maintains accurate temperature control, minimizes drift from set point, and provides better building comfort. A centralized Microprocessor shall provide anti -short cycle timing and time delay between compressors to provide a higher level of machine protection. Economizer TOPSS Dimension Drawing This accessory shall be available with or without barometric relief. The assembly includes fully modulating 0 -100 percent motor and dampers, minimum position setting, preset linkage, wiring harness with plug, spring return actuator and fixed dry bulb contr The barometric relief shall provide a pressure operated damper that shall be gravity closing and shall prohibit entrance of outside air during the equipment ?off? cycle. Optional solid state or differential enthalpy control shall be available for either factory or field installation. The economizer arrives in the shipping position and shall be moved to the operating position by the Installing contractor. Roof Curb The roof curb shall be designed to mate with the unit's downflow supply and return and provide support and a water tight installation when installed properly. The roof curb design shall allow field fabricated rectangular supply /return ductwork to be connected directly to the curb. Curb design shall comply with NRCA requirements. Curb shall be shipped knocked down for field assembly and shall include wood nailer strips. TOPSS Dimension Drawing CC I �h OCT 2 6 2001 Cl'OfTukwila r' DIVISION QUANTUM CGYUYitIM6 t.6IMltit STRUCTURAL CALCULATIONS (Permit Submittal) AUTOMATED GATE & EQUIPMENT HVAC UNIT ROOF FRAMING SUPPORT Quantum Job Number: 7207.01 Prepared for: OBJECT + SPACE LTD. 3445 CALIFORNIA AVENUE SW STUDIO 1 SEATTLE, WA 98116 Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 FILE COPY Permit Mo., 01 5 M Flan review approval is atftsrit to errors and omissions. Approval of oonetuotlan documents does not ewe the violation of any adopted code or ordinance. Receipt of approved Reid Copy and oondans is acimowledged: Oct'' - r- , r Date: , 2 City of Tukwila BUILDING DIVISION No tha REVISION ges shall be of work witho m ade to the scope Tukwila Prior ap proval of NO TE Revisions Building Division. i and may include will require a new additio plan review RECEIVED CITY OF TUKWILA O CT 2 4 07 REVISION PE RMIT CENT 20 ER NO1 .r► X ED IA' OLE X ES WWI 11 6 SIC re TEEL POST C Av. Orc pel 6 STEE POST W AWOL LAI 16 ME ED STEEL POST 6 STEEL ....... 0 AUTOMATED GA1 V 9/29/07 A, d ,t.6 LAB TO BOT OF DECKING =15-0" +/- 0t6c) e , 0 + u“ rr- -C1 07 11 • CO 0 O QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com client CONSULTING ENGINEERS AtitrOVI1'r c ' re • proje HVA C - c4r;Tt' Suiret, r(V? CxL '&m.t. e (E) L 5 �� 1 t-der C� " 8+2 (2 'ra't 12 X 2'O (cup, w! C27 47g. 4 7g N 1 A; l" e,-eci 17' ac_ (40 b 1- sf tut tb-ra I (y- 672 r 04' 702 se-'G1 f oN A -A I O ' 22'07 date designer checked by project no. sheet 4 14. I .41114D14. / L AWirrluaiser auriyas TJ 6eam� 8.25 Serial Number: 7004113313 User: 2 10/4/2007 4:08 :17 AM Page 1 Engine Vers cn: 8 25.71 Member Slope: 0P12 Roof Slope0P12 SUPPORTS: Input Bearing Width Length 1 Glulam or solid sawn lumber beam 5.13" Hanger 2 Glulam or solid sawn lumber beam 5.13" Hanger DESIGN CONTROLS: Maximum 3308 15007 Shear (ibs) Moment (Ft Lbs) Live Load Dell (in) Total Load Defl (in) PROJECT INFORMATION: Automated Gate and Equipment T.I. GL Roof Beam with Unit Load 3 1/8" x 12" Glulam (24F - V4 DF) 4 d4 All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Uniform(pIf) Snow(1.15) Point(lbs) Snow(1.15) Live Dead Location Application Comment 200.0 90.0 0 To 20' 5 1/8" Replaces 0 450'' 3' 51 /8" Design 3009 15007 0.815 1.286 Control Control 6900 Passed (44%) 17250 Passed (87%) 0.652 (1/288) 0.979 (1/183) 20' 5 1/8" 7.] Y C Y1 a t) CC4 1"'1 rxclI ate r beo Vertical Reactions (ibs) Live /Dead/Uplift/Total 2043/1393/0/3436 2043/1081/0/3124 Ply Depth Nailing Depth 1 12.00" N/A 1 12.00" N/A -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): H6: Top Mount Hanger HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Flanges Offset Slope 1 H6: Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A 2 H6: Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A Copyright " ZO1! by True .Tmist, a Weyerhaeuser Boainess - =ear., is a registered tradenari or Trus Joist. Su'pson Strang - Tie'•: Connectors is a registered trademark. of Simpson Sarong -Tie Company. Inc. .'r \;;V;.:TUM ENGINEEPS \Tenant tnprovener.ta\nvtomate (late i £quipnent:SCtf Seas. with rani t.sno Product Diagram is Conceptual. Location LL end Span 1 under Snow loar"ig 1 MID Span 1 under Snow loading ✓ MID Span 1 under Snow loading > L [/2 4 ° MID Span 1 under Snow loading L / 1 s C7 - Deflection Criteria: STANDARD(LLL/360,TL:t/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 13' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957-3906 Fax : (206) 957-3901 jrileyyquantumce.com Detail Other H6: Top Mount Hanger None H6: Top Mount Hanger None Support Wood Species Douglas Fir Douglas Fir �Ii ?rrhan cr Munn 41g!!!" TJ43eam5 615 Serial Number, 7004113313 User: 2 10(4/2007 4:08'.17 AM Page 3 Engine Version: 625.71 Load Group: Primary Load Group 19' 6.87" ^ Max. Vertical Reaction Total (lbs) 3436 3124 Max. Vertical Reaction Live (lbs) 2043 2043 Required Bearing Length in 1.69(W) 1.54(W) Max. Unbraced Length (in) 164 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 1252 -940 Max Shear at Support (lbs) 1351 -1039 Shear Within Span (lbs) 1054 Member Reaction (lbs) 1351 1039 Support Reaction (lbs) 1393 1081 Moment (Ft -Lbs) 5445 Loading on all spans, LDF - 1.15 , 1..0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 3009 -2697 Max Shear at Support (lbs) 3308 -2996 Shear Within Span (lbs) 2411 Member Reaction (lbs) 3308 2996 Support Reaction (lbs) 3436 3124 Moment (Ft -Lbs) 15007 Live Deflection (in) 0.815 Total Deflection (in) 1.286 PROJECT INFORMATION: Automated Gate and Equipment T.I. GL Roof Beam with Unit Load 3 1/8" x 12" Glulam (24F - V4 DF) Copyright 200■ by Trus Joist, a Weyerhaeuser Business T:'- Beane ;s a registered trademark of Trus Joist. Simps.un Strtnq- Tie., Connectors is a registered trademark of Simpson Strong-Tie Corpanj, Inc. C: \QL'ANTLTS E11G1NEER5 \Tenant T:: proesmentstAutomate Gate F. Equipr »e rt \Rnof Beam with unit.ams OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone: (206) 957 -3906 Fax :(206) -3901 jriley ©quantumce.com 2 gigg::]1 figif A,14wduc..,r Busiocm TJ -0eam5 625 Serial Number'. 7004113313 User 2 1012212007 12 PM Page 1 Engtne Version 62571 Member Slope: 012 Roof Slope01 2 1 4- 1 4 All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration. 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 0.0 25.0 0 To 31' 6" Replaces Point(lbs) Snow(1.15) 4000 1600 1' 3" Point(Ibs) Snow(1.15) 4000 1750 9' 3" Point(lbs) Snow(1.15) 4000 2050 17' 3" Point(lbs) Snow(1.15) 4000 1600 25' 3" SUPPORTS: 1 Steel column 2 Steel column Input Bearing Width Length 5.50" 4.24" 5.50" 3.15" 31' 6" Vertical Reactions (Ibs) Detail Live /Dead/Uplift/Total 9297 /4834 /0 /14132 6703 / 3777 / 0 / 10480 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Shear (Ibs) 14115 10952 Moment (Ft -Lbs) 95853 95853 Live Load Defl (in) 1.419 Total Load Defl (in) 2.216 PROJECT INFORMATION: Automated Gate and Equipment T.I. By Others By Others Control Control ✓ Location 19803 Passed (55%) Lt. end Span 1 under Snow loading 78836 Failed (122 %) MID Span 1 under Snow loading 1.028 Failed (0261) MID Span 1 under Snow loading 1.542 Failed (U167) MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:U360,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 0 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -The analysis presented is appropriate for Glulam beams. Copyright 0 2006 by True Joist, a Weyerhaeuser Business TJ - aeam ° is a registered tradeeark or True Joist. M: \Object L Space ltd Automated Gate a Lquipment \GL Root Girder with HVAC Load.sea GL Roof Girder - 31' span with HVAC Unit 5 1/8" x 21" Glulam (24F - V4 DF) MEMBER IS INSUFFICIENT DU T9 d t„OAQ F � �--- d r)- Chat) Other None None OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957-3906 Fax : (206) 957-3901 jriley@quantumce.com Pr oduct Diagram is Conceptual. Tr)elet el" I SO'' Lint 1 n I Ct 4S'o Un I o4st 4 11::]1 4 A ;r44 ANXkullusrawr Kuw,o TJ -Beam3 6.25 Serial Number". 7004113313 User 2 10/222007 12 PM Page 3 Engine Verson 6.25.71 Load Group: Primary Load Group Max. Vertical Reaction Total (lbs) Max. Vertical Reaction Live (lbs) Required Bearing Length in 4 Loading on all spans, LDF Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Loading on all spans, LDF 1.15 Shear at Support (lbs) Max Shear at Support (lbs) Shear Within Span (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection (in) Total Deflection (in) PROJECT INFORMATION: Automated Gate and Equipment T.I. 9297 Copyright ° 200i by True Joist, a Weyerhaeuser Business TJ -Beam is • registered trademark of True Joist. GL Roof Girder - 31' span with HVAC Unit 51/8" x 21" Glulam (24F -1/4 DF) MEMBER IS INSUFFICIENT DUE TO LOAD 30' 10.00" 14132 10480 6703 3.15(S) 0.90 , 1.0 Dead 3845 -3664 4817 -3760 -3457 4817 4834 34573 3760 3777 , 1.0 Dead + 1.0 Floor 10952 -10367 14115 -10463 -10160 14115 10463 14132 10480 95853 1.419 2.216 M,1Gbject s Space ltd \Automated Gate • Equipment \GL Roof Girder with HVAC Load.sra + 1.0 Snow OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957-3906 Fax :(206)957 -3901 jriIey@quantumce.com 4 17- CVO * f0r'vh'c.I ‘rec f toc> I 24 r") (E) 6rL S g 0'21 (s't'ag, .J I F ch salt S t I A 2.40 48c' 1Y1 5 4.38 -2 = 8.76 tri T,c ° 1 I •e Z = 2G. i,r1 4- �'' 29.a sIc pl. . IC.I A. F .- 4 e O (I 6.11). 77,7 IN, 2 Tt= 76,Z 66,117- +22 l • A iv7.`6(i74 77.g(I.S+ 7 8.o (FrGm 7 t7 4 17.3 r t 79s -s 422 4 I O1..4 (lO s'- B? 2 4. 7. Ve8 - 4.S7 STT4 Pr) ¢ S ;5 lye j o t 'S`9:4/8=7s» QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 wwwquantumce.com client CONSULTING ENGINEERS ALA -"a. Ga ' F�uo�O_ Protect TX e0 & guar 10.22-o7 date W designer checked project no. sheet rimax e 'KM k '"t1 - t t 1.5: I 7 , 2. S'O kvr rb s 2.40 (I.1S9(C,,2 (k/ C.• .: r6 2,40(I.1.5.P12: 2.3 a. ii419` 3f7 ; p `tc?C* (. L 417 A-� 4 2, 216 "(71ss 1` 1.462 ( /2ss) ✓ CV1 Cimr Stros.e it • Chap, neI C 2 s ize 8 ?2 k rw' 2 Gfr (2) C6 +# 8.2 Char,nt'L- S 4 r•'b = 24 p ri an _ 1. Is T = 51 K = 2 25:1 1K G6) • 2,4a ./,• q e'0 i-kr Z ` I, ir 2.41 Fr = 2.77 No. t 'c i#'s a SI Ts1 2.7 7 ' ` )' b o 1 fr -- 4 7,? f-ow- t b s / f Ipol-1'. E0.. y (C . ie + , QUANTUM I CONSULTING ENGINEERS ni4x.. in P{ ,�ti -o. &6re 'r quip. TT 16 -01 1511 THIRD AVENUE Project Cr J �+ date N �j project no. SUITE 323 t� O ( 1'a'�iPf'' J -�— j ! °� q ' Pal N t� SEATTLE, WA 98101 �• 1 designer sheet TEL 206.957.3900 j FAX 206.957.3901 www.quantumce.com client checked by A Visoriustuct Businms tiMI TJ•Beam96.25 Senal Number 7004113313 User: 2 1014/2007 4 :1251 AM Page 1 Engine Version 6.25.71 Member Slope: 0/12 Roof SlopeO /12 All dimensions are horizontal. SUPPORTS: Input Width 1 Glulam or solid sawn lumber beam 3.13" 2 Glulam or solid sawn lumber beam 3.13" Shear (Ibs) 237 Moment (Ft -Lbs) 466 Total Load Deft (in) PROJECT INFORMATION: Automated Gate and Equipment T.I. Unit Support Beam 1 1/2" x 5 112" 1.3E Solid Sawn Hem -Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psi): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 0.0 2.0 0 To 8' 3 1/8" Replaces Point(lbs) Roof(1.25) 0 300) 2' 3 1/8" - -� t AO° L c a .J Bearing Length Hanger Hanger -User specified custom detail for support: 1.2. DESIGN CONTROLS: Maximum Design Control Control 235 743 466 627 0.144 0.313 1 N JEI r} 8' 31/8" Product Diagram is Conceptual. Vertical Reactions (Ibs) Live/Dead/Uplift/Total 0/238/0/238 0/93/0/93 Passed (32 %) Passed (74%) Passed (L/646) Capyrtght :: 2 by Tres Joist, a Weyerhaeuser Business C: \GUAMTUM EtiGI!zrRS \Te. ^.ant rmprovemertsJ,utom ate Gate L Equ iraentli'-oo r unit Support Beam. s. ^,s Detail Other Custom Detail Custom Accessory Custom Detail Custom Accessory Location Lt. end Span 1 under Dead loading MID Span 1 under Dead loading MID Span 1 under Dead loading - Deflection Criteria: STANDARD(TL:U240). Additional checks follow. - TL:0.313" - Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads. and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR ilevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. - Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957 -3901 jriley@quantumce.com 7 y Unit Support Beam T.6aeamA$.25 "` r ' 7, 004 ` 3 3 ` 3 '"°` 1 1/2" x 51/2" 1.3E Solid Sawn Hem -Fir #2 User. 2 Papge3 En Yemen:6 5 7l THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group A 7' 8.87" Max. Vertical Reaction Total (Ms) 238 93 Max. Vertical Reaction Live (lbs) 0 0 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 99 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 235 -90 Max Shear at Support (lbs) 237 -92 Shear Within Span (lbs) 229 Member Reaction (lbs) 237 92 Support Reaction (ibs) 238 93 Moment (Ft -Lbs) 465 Loading on all spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 235 -90 Max Shear at Support (lbs) 237 -92 Shear Within Span (lbs) 229 Member Reaction (lbs) 237 92 Support Reaction (lbs) 238 93 Moment (Ft -Lbs) 466 Live Deflection (in) 0.000 Total Deflection (in) 0.144 PROJECT INFORMATION: Automated Gate and Equipment T.I. f_opyrIght 20e6 by Tsus Joist, a Weyerhaeuser Business ^.:\QVANTLM ENG.NESPS \Tenant leproverents \Autueste Gate i Equ:pmenci aof Unit Support Bean.s:.s OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957-3906 Fax :(206)957 -3901 jriley @quantumce.com 03 -05 -2008 DAN HALL 5716 119 AV NE LAKE STEVENS WA 98258 RE: Permit No. M07 -193 10847 EAST MARGINAL WY S 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the 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 issuance, 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 Inspection Request Line at 206 -431 -2451 to schedule 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 International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writine 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 04 /21/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall Permit Technician xc: Permit File No. M07 -193 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 September 14, 2007 Dan Hall 5716119AvNE Lake Stevens WA 98258 City of Tukwila ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application M07 -193 Automated Gates — 10847 East Marginal Wy S Dear Mr. Hall: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 12, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 - 3670. Enclosures File: M07 -193 P:\Permit Center\Incomplete Letters\2007\M07- 193 1ncomplete Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: September 13, 2007 Project Name: Automated Gates Permit #: M07 -193 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plans submitted show outdated building codes. As of July 1 2007 the 2006 International building codes became effective. Please provide revised plans to show compliance with the current building codes. 2. In addition to item 1) the 2006 Washington State Energy codes equally became effective. Some changes to the SEER requirements for mechanical equipment have been made. Please provide mechanical equipment manufactures specifications to show mechanical equipment meets energy codes. (WSEC Table 14-1A and 1B) Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. DEPARTMENTS: j J Bui ing ivision Public Works n ACTIVITY NUMBER: M07 -193 DATE: 10 -15 -07 PROJECT NAME: AUTOMATED GATES SITE ADDRESS: 10847 EAST MAGINAL WY S Original Plan Submittal Response to Incomplete Letter # ' Response to Correction Letter # Revision # After Permit Issued Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ Incomplete n 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 51 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 10-16 -07 Not Applicable n No further Review Required DATE: DUE DATE: 11-13-07 Not Approved (attach comments) n DATE: Planning Division Permit Coordinator n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: ��� B I i D4 k Public Works Comments: Documents/routing slip.doc 2 -2&02 n TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M07 -193 DATE: 09 -12 -07 PROJECT NAME: AUTOMATED GATES SITE ADDRESS: 10847 EAST MARGINAL. WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued ill rtiL, g4'oi Fire Prevention Structural C Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Th rs.) DUE DATE: 09-13-07 Complete n Incomplete Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: 0111L-114 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 10-11-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 I D . 2 • cr+ I5v%, t 1,-bt) / Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 I D . 2 • cr+ I5v%, t 1,-bt) / Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 I D . 2 • cr+ I5v%, t 1,-bt) / Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 I D . 2 • cr+ I5v%, t 1,-bt) / Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 I D . 2 • cr+ I5v%, t 1,-bt) / Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF I TIALS 1 I D . 2 • cr+ I5v%, t 1,-bt) / Summary of Revision: 14 MVO MA f-A Cx(,Cf Received by: ' 1 PROJECT NAME: SITE ADDRESS: REVISION LOG PERMIT NO: 17'f - I' ORIGINAL ISSIIM DATE: I C) •2Cf • p4- (please print) (please print) (please print) ease print ease print Date: /C7 o2 Li- zoo 7 Project Address: Contact Person: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax etc. Summary of Revision: ('€ Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /41,I* 141 /US1'/'7 C. /ham r cr•�w� Lv ivy 5 (� G R) /14/ L Phone Number: TZ=D .lex, --7 to #' e� I La c_4_, Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: /�1 U / y' CITY OF TUIM/I(.q OCT 2 PEHMIT CENTER 90 '7 4 12 s 75 -L/7// ,goof' 7u), 7°L-P cc .c9 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision • f � City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: kb Plan Check/Permit Number: M07-193 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Automated Gates Project Address: 10847 East Marginal Wy S 415-'7514- Contact Person: i\ (� lg'�� —• Phone Number: 55 t-1 ( Summary of Revision: Q0 t h SP el 51A( dtra (1) N \J) t c I SE. a P 4r C 044-0 X ,� Q 5 Entered in Permits Plus on *we swag Sheet Number(s): \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: U-Et6A0 v( 0-0 Q c&-u>p n4- 6a.-a_ x "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center byl Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWI A OCT 1 20011 PERMIT CENTER License Information License DJMECI *000JR Licensee Name D J MECHANICAL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601997090 Ind. Ins. Account Id Business Type CORPORATION Address 1 5716 119TH AVE NE Address 2 City LAKE STEVENS County SNOHOMISH State WA Zip 98258 Phone 4253343516 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/19/2000 Expiration Date 2/28/2009 Suspend Date Separation Date Parent Company Previous License DJMEC * *022PA Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HALL, DANIEL J 01/01/1980 HALL, CAROLYN 01/01/1980 HALL, DANIEL 01/01/1980 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date COLONIAL AM CAS & https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= DJMECI *000JR 10/24/2007 SYMBOL LEGEND NORTH A5 A -50.00 C3A I EXTTI NORTH ARROW BUILDING ELEVATION DRAWING NUMBER SHEET NUMBER INTERIOR ELEVATION ELEVATION NUMBER (OR DIRECTION: N, S, E, W) DRAWING NUMBER SHEET NUMBER BUILDING SECTION DRAWING NUMBER SHEET NUMBER WALL SECTION DRAWING NUMBER SHEET NUMBER DETAIL DRAWING NUMBER SHEET NUMBER SPOT ELEVATION + 144.25' NEW _ + 146.67' (E).- EXISTING DATUM I DIMENSION / CONTROL POINT 1 EXISTING WALL NEW WALL DEMO WALL REVISION TAG I REVISION CLOUD WINDOW TAG ILLUMINATED EXIT SIGN KEYNOTE DOORTAG ROOM OCC LOAD NTS PARKING USE WAREHOUSE OFFICE MANUFACTURING ACCESSIBLE TABLE 1106.1 Permit No. By -_ VICINITY PLAN RATIO 1 PER 2000 3 PER 1000 1 PER 1000 USEABLE AREA 1800 2884 6097 REQUIRED PARKING 1 STALL 9 STALLS 7 STALLS 17 STALLS TOTAL r ME COPY 1-13 f maw approval Is subject to errors anJ or!ssiofla. Approval of cons ctic r p't euthorizp the violation cf 47',• c ° c - o. receipt of approved r: • /7' wedged: Da t: __ i0— z o 7 City of Tukwila BUILDING DMSIAN REVISIONS No changes shall be made to the t cope of work without prior app of Tukwila Building Division. submittal NOTE: Revisions will require a new plan and may include additional plan review fees. 28 STALLS PROVIDED 2 REQUIRED ...�.�- �1� RM1T REQUIRED FOB: M echanical Electrical A Plumbing a Gas Piping City of TONI% BUILDING DIVISION EXISTING FENCE & / GATE SITE PLAN r A I C• 1.1 --- r)rY BUILDING CODE SUMMARY CODE: OCCUPANCY: UNSEPARATED USE BASE AREA BASE W/ SPRINKLERS EXITS CONSTRUCTION TYPE: SPRINKLERS: CHANGE OF USE: BUILDING AREA: DEFERRED SUBMITTALS: PLUMBING FIXTURES CHAPTER 29, WA STATE AMENDMENTS OCCUPANCY B F -2 TOTAL FACTOR 200 2000 AREA 4371 8026 OCCUPANTS 22 4 26 FEMALE 11 2 13 MALE 11 2 13 FIXTURES REQ`D 1 LAV MIF EXIST CURB CUT B F -2 B F -2 B F -2 V -B YES NO 12,397 UNISEX TOILET PROVIDED FOR SHOP (NOT REQ'O) INTERNATIONAL BUILDING CODE 2003 PER IBC 302.3.1 1. MECHANICAL 2. ELECTRICAL 3. PLUMBING 14 EXISTING STALLS <=1 EAST MARGINAL WAY 4371 SF 8026 SF 9,000 SF 13,000 SF 36,000 SF 52,000 SF 28 TOTAL EXISTING PARKING STALLS PROJECT INFORMATION PROJECT ADDRESS: 10847 EAST MARGINAL WAY S TUKWILA, WA DESCRIPTION: ASSESSOR'S PARCEL NUMBER: LEGAL DESCRIPTION: PROJECT DIRECTORY CO OD OWNER: AUTOMATED EQUIPMENT 10847 E MARGINAL WAY S TUKWILA, WA 98027 CONTACT: BRAIN THORPE PH: (425) 395 -1222 FAX: (425) 395 -1201 ARCHITECT: OBJECT + SPACE LTD 3445 CALIFORNIA AVE SW STUDIO 1 SEATTLE, WA 98116 CONTACT: DWIGHT DOTY PH: (206) 937 -5222 FAX: (206) 937-5228 0323049172 DRAWING INDEX A -1 SITE PLAN, PROJECT INFORMATION A-2 FLOOR PLAN, DOOR SCHEDULE A -3 REFLECTED CEILING PLAN EXISTING BUILDING 10849 EAST MARGINAL WAY SOUTH EXIST CURB CUT TENANT IMPROVEMENT PORTION OF THE SW 1/4 OF SW 1/4 BEGINNING AT SW CORNER SECTION THUS NORTH 60 FEET THUS SOUTH 88 -51 -20 EAST 530.46 FT TO WESTERLY MGN E MARGINAL WAT THUS NORTHWESTERLY ALONG WLY MGN 653.47 FEET TO THE POINT OF BEGINNING THUS CONTINUING NORTHWESTERLY 277.89 FEET THUS SOUTH 76 -09 -00 WEST 74.29 FEET THUS SOUTH 10 -20 -30 WEST 250 FEET MIL TO THE INTERSECTION A POINT WHICH BEARS S 89 -30 -50 WEST OF THE POINT OF BEGINNING THUS NORTH 89 -30 -50 EAST TO THE POINT OF BEGINNING 46' -6" 4b EXIST CURB CUT CONTRACTOR: MIKE WERLECH CONSTRUCTION 1701 SW 112TH ST SEATTLE, WA 98146 CONTACT: MIKE WERLECH PH: (206) 937 -2208 FAX: (206) 938 -0227 LIC NO: MIKEWCI044LL f i 19' -0" CM O APR 7 / FIERN : �p: 3 to n' 7 !Ally at MING LO R documents sl afO i work and shills be the Building Offclall MAI • •L "�' i [,1St object .+ space ltd architecture + interiors + Furniture + lighting 3445 CALIFORNIA AVENUE SOUTHWEST STUDIO 1 SEATTLE WASHINGTON 98116 studio 206 937 5222 fax 206 937 5228 info @objectandspace.com RECEIVED CITY OP TUKWILA SEP 12 2007 7591 MDH93 : 't!:i' 17.• ' • ...... • r :b- j r -,:: :. Aiti021.9. 7 33 e• T , t.?:",.x•* I$'!'t�';.X iiJfc fit:rn� r• 1 AUTOMATED EQUIPMENT CO. 10847 EAST MARGINAL WAY SOUTH 98168 TUKWILA, WA PERMIT REVS APR 26, 2007 PROJECT INFO/ SITE PLAN scale: GEN. MGR. ACCTING BOOK - KEEPING EMERGENCY EGRESS PATH REFLECTED CEILING PLAN SCALE: 1/8"=1 RECEPTION SALES 1 SALES 2 SERVICE/ SALES PARTS PARTS STAGE STRGE 107 OTS OTS Nf1TP I I(,HTIN(; iN TH= PATH i1F F(;RFRR GHM I RP Kim I PAR THAN 1 OPERATIONS Unit Information Tonnage Min. unit operating weight Design Airflow 4 Ton 563.0 lb 1600 cfm Unit function DX cooling, gas heat Max. unit operating weight 939.0 lb Cooling Information Gross Total Capacity Gross Latent Capacity Net Sensible Capacity Cooling Entering DB Cooling Leaving Unit DB 49.21 MBh 12.28 MBh 35.09 MBh 80.00 F 59.69 F Gross Sensible Capacity Net Total Capacity Net Sensible Heat Ratio Cooling Entering WB 36.93 MBh 47.37 MBh 0.74 Number 67.00 F Heating Information EQUIPMENT SCHEDUAL AC -1 GAS / ELECTRIC ROOFTOP UNIT Heating capacity Output Heating Capacity Heating tAT Medium gas heat 1 ph 63.00 MBh 106.70 F Input Heating Capacity Heating EAT Heating Delta T 80.00 MBh 70.00 F 36.70 F Motor /Electrical Information Voltage Indoor Motor Power Indoor RPM Compressor Power MCA Compressor 1 RLA Condenser fan FLA 208- 23016011 0.44 kW 1021 rpm 3.62 kW 35.20 A 20.50 A 2.00 A Design ESP indoor mtr operating power Outdoor Motor Power System Power SEERIEER @ ARI MOP Evaporator fan FLA 0.50 in H2O 0.59 bhp 0.34 kW 4.10 kW 13 SEER 50.00 A 7.60 A 1 0'40° 10 -0" 10' -0" VESTIBULE 11 L 4 LUNCH ROOM PARTS STRGE 108A OTS REF REF 22x10 400 CFM 4 ONFERENCE SHOW ROO_ 10' - 0" OFFICE 10 -0" 10' -0" 10' -0" STORAGE STORAGE FABRICATIO REBUILD SHOP AINT PREP • EA PAINT BOOT 10 -a" DESIGN 3x8 S`"O GFM - ---- 6 e( -7 8 3 MEETING Moe ci' /7 HALLWAY EMERGENCY EGRESS PATH N RECEIVED CITY OF - it lh'1/ A OCT 1 5 2107 PERMIT CENTER INCOMPLETE LTR# ENERGY CODE NOTES EACH SYSTEM OR ZONE THERMOSTAT SWILL BE CAPABLE OF A LEADMAND OF AT LEAST 5 F. WITHIN WHLCH 711E SUPPLY OF HEATING AND COOLING ENERGY IS SHUT OFF OR REDUCED TO A MINIMUM. SEE SPECIFICATIONS. EACH HVAC SYSTEM SWILL HAVE AUTOIMTIC CONTROLS WITH A MMINNUAL SEVEN DAY CLOCK CAPABLE OF BF]NG SET FOR SEWN DIFFERENT DAY TYPES PER WEE( SEE SPECIFICATIONS. FROYIDE GRAVITY BACKDRAFT AND MOTORIZED DAMPERS WHERE SHOWN ON DRAWINGS AND /OR SPECIFIED, THAT Y, LL CLOSE AUTOMATICALLY WHEN IT'S RESPECTIVE SYSTEM iS OFF, OR UPON POWER FAILURE. SEE SPECIFICATIONS. DEICTADRK TRIOS TERSE SEAMS SHALL BE SEALED IN ACCORDANCE WITH SMACNA DUCT METAL AND FUMBLE CONSTRUCTION STANDARDS. MIST RECENT EDITION AND W.S.E.C.. SUPPLY AND RETURN AIR DUCT WORK SWILL BE COWRIE) WITH INSULATION HAVING THE FOLLOWING R VAWES: - DUCTS ON EXTERIOR OF BUILDING. IN ATTICS, IN ENCLOSED CEIJNG SPACES, IN WALLS, IN UN- HEATED ROOMS on IN CRAWL SPACES, USE R -7. PROVIDE WEATHERPROOF BARRIER ON EXTEWOR INSULATION. - SUPPLY AR DUCTS MINN CONDITIONED SPACE USE R3.3 UNLESS OTHERWISE NOTED, - OUTSIDE AIR DUCTS, USE R -7. HEJTITNG AND COOLING MEW MTH DESIGN SUPPLY AIR CAPACITIES EXCEEDING 10.000 GEM SHAW. OPTIMUM START CONTROLS. AIR ECONOICCIERS Stall RE INSTALLED WHERE LOCATED ON THE DRAWINGS AND SHALL BE CAPABLE OF AUTOMATICALLY MODULATING OUTSIDE AND RETURN AIR DAMPERS TO 100+0 OF THE DESIGN SUPPLY AIR AS OUTSIDE AiR TO REDUCE OR ELNINATE THE NEED FOR MECHANICAL COOLING. WPC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ME CALIBRATED, ADJUSTED AND OPERATE IN ACCORDMNCE WiTH PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH OWNER. AS -BUILT DRAWS SHALL. BE PROVIDED TO BUILDING OWNER ACCORDING TO THE WSEC SECTION 1416.1. AN OPERAT6IG Al N MNNTENANCE MANUAL SHALL. BE PROVIDED TO 1HE BUILDING OWNER EN ACCORDANCE WRH THE WSEC SECTION 1416.2. ALL SYSTEM SHALL BE BAIANC® ACCORDING TO THE *SEC SECTION 1416.3. THE MEOItAIBGY. SYSTEMS SHALL FOLLOW A SYSTEM COU611SSIOMNG PROCEDURE INCLUDING, BUT NOT LIMITED TO, PRElLMINARY REPORTS, TESTS, FINAL COADAISSIONING REPORTS AND ACCEPTANCE IN ACCORDANCE WITH THE WSEC 1416.4. GENERAL NOTES INSTALL SEISMIC BRACING FOR AU. DUCTWORK, EQUIPMENT AND PIPS G PER i.B.C. REQUREMI N1S. MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE, AND DD NOT NECESSARILY REFLECT MEW REQUIRED OFFSET, FITTING OR ACCESSORY. COORDINATE INSTALLATION OF MECHANICAL SYSTEMS WDH BUILDING STRUCTURE AND ALL OTHER TRADES. THE MECHANICAL CONTRACTOR SMALL VISIT THE .106 SiPE PRIOR TO BEGINNING WOE IN ORDER TO OBSERVE EXISTING moms. VERIFY Egg SIZE. LOCATION AND CONDITION OF ALL EXISIBIG systais, DUCTS, PIPES, UTILITIES AHD BUILDING STRUCTURE. VERIFY VOLTAGES AT THE SITE PRIOR TO ORDERING ANY EQUIPMENT. c object + space ltd architecture + Interiors + Furniture + ligh ing 3445 CALIFORNIA AVENUE SOUTHWEST STUDIO 1 SEATTLE WASH ASHINGTON 98116 studio 206 937 5222 fax 406 937 5228 info @objectar dspace.com AUTOMATED EQUIPMENT CO. 10847 EAST M RGINAL WAY SOUT 98168 TUKW LA, WA MECHANICAL CONTRACTOR DJ MECHANICAL INC. 5716 119 AVE NE LAKE STEVENS, WA 98258 425 -334 -3526 FAX 397-8900 EMAIL: dpmechincAhotmail.com LICENSE: DJMECI*000JR OWNER / PROJECT AUTOMATED GATES 10847 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 SCALE 1 /4 DAT /19/2007 BY `'' AN HALL K flLA 2001 M. 1