Loading...
HomeMy WebLinkAboutPermit M16-0148 - 85C BAKERY - ROOFTOP PACKAGE UNITS85C BAKERY 1341 SOUTHCENTER MALL M16=0148 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT Parcel No: 9202470090 Permit Number: M16-0148 Address: 1341 SOUTHCENTER MALL Issue Date: 10/12/2016 Permit Expires On: 4/10/2017 Project Name: 85C BAKERY Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, WA, Phone: (425) 251-0356 Phone: (425) 251-0356 Expiration Date: 4/30/2017 DESCRIPTION OF WORK: PROVIDE AND INSTALL (2) 7.5 TON ROOFTOP PACKAGE UNITS, (2) MAKE UP AIR UNITS, (2) DUCT FURNACES, (2) KITCHEN EXHAUST FANS, (1) EXHAUST FAN FOR RESTROOMS. Valuation of Work: $66,000.00 Fees Collected: $1,047.94 Type of Work: NEW Electrical Service Provided by: PUGEST SOUND ENERGY Fuel type: GAS Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 92013 Contact Person: 2014 Name: MARK SMELTZER Address: 1012 CENTRAL AVE S, KENT, WA, International Mechanical Code Edition: 98032 Contractor: 2014 Name: PERFORMANCE HEATING & A/C INC Address: 1012 CENTRAL AVE S, KENT, WA, International Fuel Gas Code: 98032 License No: PERFOHA15ORT Lender: Name: Address: Phone: (425) 251-0356 Phone: (425) 251-0356 Expiration Date: 4/30/2017 DESCRIPTION OF WORK: PROVIDE AND INSTALL (2) 7.5 TON ROOFTOP PACKAGE UNITS, (2) MAKE UP AIR UNITS, (2) DUCT FURNACES, (2) KITCHEN EXHAUST FANS, (1) EXHAUST FAN FOR RESTROOMS. Valuation of Work: $66,000.00 Fees Collected: $1,047.94 Type of Work: NEW Electrical Service Provided by: PUGEST SOUND ENERGY Fuel type: GAS Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature: Date: — d- �(/ I hearby 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 development permit and agree to th conditions attached to this permit. Signature: Date: Print Name: 67 / This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 2: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 3: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 4: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 5: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2437) 6: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 7: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 8: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 9: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 12: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 13: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 14: Readily accessible access to roof mounted equipment is required. 15: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 16: 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. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 19: 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. 20: ***MECHANICAL PERMIT CONDITIONS*** 21: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 22: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST CITY OF TUKWi . Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htti)://www.TukwilaWA.gov Mechanical Permit No. Mit{,- olqf Project No. Date Application Accepted: Date Application Expires: _ MECHANICAL PERMIT APPLICATION 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 1350 King Co Assessor's Tax No.: 9202470090 Site Address: Southcenter Mall, Tukwila, WA 98188 Suite Number: Tenant Name: PROPERTY OWNER Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 City: CARLSBAD State: CA Z'p 92013 CONTACT PERSON — person receiving all project communication Name: Mark Smeltzer Address: 1012 Central Ave S City: Kent State: WA Zip: 98032 Phone: (425) 251-0356 Fax: (253) 867-5775 Email: mark@pmghvac.com Valuation of project (contractor's bid price): $ 66,000 Describe the scope of work in detail: A New Tenant: Floor: 1 Q .....Yes ❑ ..No MECHANICAL CONTRACTOR INFORMATION Company Name: Performance Mechanical Group Address: 1012 Central Ave S City: Kent State: WA Zip: 98032 Phone: (425) 251-0356 Fax: (253) 867-5775 Contr Reg No.: PERFOHA15ORT Exp Date: 04/30/201-7 Tukwila Business License No.: BUS -0994165 Provide and install (2) 7.5 ton rooftop package units, (2) Make Up Air units, (2) Duct Furnaces, (2) Kitchen Exhaust fans, (1) exhaust fan for restrooms. Provide & install associated air distribution for above equipment. Use: Residential: New .......... ❑ Replacement ........ ❑ Commercial: New .......... ❑t/ Replacement ........ ❑ Fuel Type: Electric..... ❑ Gas ....... ❑✓ Other: H:\Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 Pagel of 2 bh Indicate type of mechanical work being installed and the quantity below: Unit Type 7Qty Furnace <100k btu Furnace >100k btu 2 Floor furnace 1 Suspended/wall/floor mounted heater 2 Appliance vent 2 Repair or addition to heat/refrig/cooling system Air handling unit <I0,000 cfm 4 Unit Type Qty Air handling unit >I0,000 cfin Evaporator cooler Ventilation fan connected to single duct 1 Ventilation system 2 Hood and duct 2 Incinerator — domestic Incinerator — comm/industrial PERMIT APPLICATION NOTES - Unit Type Qty Fire damper Diffuser Thennostat 2 Wood/gas stove Emergency enerator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 h /500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 but 50+h /1,750,000 btu 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 pen -nit 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 grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 A Signature: Print Name: Mark Smeltzer Day Telephone: Date: 04/21/2016 (425) 251-0356 Mailing Address: 1012 Central Ave S Kent WA 98032 City State Zip WApplicationsWonns-Applicat ions On Line\2011 ApplicationsWechanical Pennit Application Revised 8-9-1 I.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PAID PermitTRAK $1,047.94 M16-0148 Address: 1368 SOUTHCENTER MALL 100 Apn: 9202470090 $1,047.94 MECHANICAL $1,007.63 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $773.60 PLAN CHECK FEE R000.322.102.00.00 0.00 $201.53 TECHNOLOGY FEE $40.31 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9468 R000.322.900.04.00 0.00 $40.31 $1,047.94 Date Paid: Wednesday, September 21, 2016 Paid By: MARK SMELTZER Pay Method: CREDIT CARD 825538 Printed: Wednesday, September 21, 2016 3:53 1 of 1 �WYS7EM5 PM INSPECTION RECORD /Z Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 651-111C xR 4!4- x Type of Inspection: / 41C/64 /cAL )II:�11YAL- Address: /,3q/ U /i i /%%� /'�' ►ftL Date Called: SpecialInstructions: Date Wanted: a.m. 2,2--17 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD (' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �',����k�P, y � Type of Inspection: .5/045,' Address: /3` I Savnec4l,2it' AN Date Called: Special Instructions: Date Wanted: a.m. 2 -;2--/ Z Requester: Phone No: IV Approved per applicable codes. LJ Corrections required prior to approval. LON Inspector: Date: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD )6 0)' q ] Retain a copy with permit IN TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj ct: C, T e of In ection: Doe jU4AV0 Address: l34)1 5oymenj mf mdu- Date Ca ed: Special Instructions: Lhtif a.m. Date WantehrA i 2 A,,, , p.m. Requester: Phone No: (/U--- j Approved per applicable codes. LJ Corrections required prior to approval. (Inspector: /��Am IuaceI REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permitI� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)431-3670 Permit Inspection Request Line (206) 438-9350 Pro'. ct: . C • W 0Y T e of Inspection: v - aj ynccI+Ax)?&+L- Address: 3LI osTw Date Called: Special Instructions: Date Wanted: a. Requester: a Phone No: KApproved per applicable codes. LJ Corrections required prior to approval. FZ '1/6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD rz) Retain a copy with permit IN NZOToN N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 95 Typ spection: Add ess: L� Date Called: Special Instructions: z4_I�a, 1&' A -'T— �I Date Wanted: y M. (. 2 / fi f� Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Lja— >� Project: S� PAK610Y TyRe of Inspection: Adddr'es�s: �yAJJ)4CCAJTW AA Date Called: Special Instructions: Date Want d: /j p.m. Reques r: Phone No: RApproved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. .1( FILE STRUCTURAL SKETCHES 16-025-22 85C Bakery Cafe RTU Installation Westfield SouthCenter Mall Tukwila, WA 9/20/2016 For Performance Mechanical Group 0 1E ,V WASE 2 w� 21502 SOA URAL 'F, �qk �SSIONAL tiNG 09/20/2026 REVIEWED FOR }CODE COMPLIANCE APPROVED. f OCT 05 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 21 2016 PERMIT CENTER f DF -2, SEE MECHANICAL FOR LOCATION, MAXIMUM WEIGHT = 250 LBS. PROVIDE (2) 4X6 HF#2 SLEEPERS BELOW J UNIT AS SHOWN. SEE S03 NEW ROOF FOR ATTACHMENT TO ROOF STRUCTURE. PENETRATION. SEE S05 MAU-2, SEE MECHANICAL FOR FOR TYPICAL SUPPORT - - — --" LOCATION, MAXIMUM AROUND OPENINGS WEIGHT = 360 LBS PROVIDE i (2) 4X6 HF#2 SLEEPERS BELOW UNIT AS SHOWN. SEE S02 FOR �- — ATTACHMENT TO ROOF - STRUCTURE. DF -2, SEE MECHANICAL FOR w LOCATION, MAXIMUM WEIGHT = 250 LBS. PROVIDE (2) 4X6 HF#2 SLEEPERS BELOW -------- - - ---.._...._ ._ z - I; UNIT AS SHOWN. SEE S03 FOR CD ATTACHMENT TO ROOF - MAU-2, SEE MECHANICAL FOR STRUCTURE. - - -- _ - -- — I LOCATION, MAXIMUM �WEIGHT = 360 LBS. PROVIDE (2) 4X6 HF#2 SLEEPERS BELOW - ,I I UNIT AS SHOWN. SEE S02 FOR ATTACHMENT TO ROOF NEW ROOF PENETRATION, SEE S05 FOR TYPICAL _ SUPPORT AROUND 1 OPENINGS. i; L Z O S UND PSAHL 1201 First Avenue South, Suite 310 Seattle, Washington 98134 208.402-5158 w lundopsahlcom Project 85C Bakery & Cafe 2nd Level Project No. 16-025-22 Date 9/20/16 Reference - Scale NTS STRUCTURE. RTU -01 SEE MECHANICAL FOR LOCATION, MAXIMUM WEIGHT = 1,000 LBS. SEE SO4 FOR ANCHORAGE. RTU -02, SEE MECHANICAL FOR LOCATION, MAXIMUM WEIGHT = 1,000 LBS. SEE SO4 FOR ANCHORAGE. SO1 I ':VQJ W Dlp� v G1 0 w 4 r t- h W W fu V Q .E LA Ln r, 5 0\ N C 0"E N g N° zx �6 IND o�� N K fff m � C tl �3N N (4 0 O to .n N I' f to w .L c� s V c a •N V) I LL. 0 G7 m O L V c Q V E cu N LL 0 C5 2 u c u u v v v a 0- " o Aa Q xg 4. vj qtl� �3N m fn o ...i N A x JL 4 1 o 8 Aa x z M .tl aC. a tl a3�o t{. o m N N N N N O o 8 Aa x z �, 8 N m s o .tl aC. tl a3�o \ o m N N N j^�IDT- f 0 U ° LL o s� w ° .3 � v 6) Q "O X� x w +. >_OLU F- LU W J i z) LL � p Y Ov �:X ( k x k 7L i X h©d3 1p � Xo � Tio C .E N 0- 0 0 O w 76 v 'a Ln O tA t0 O N 01 N N Ln N 0 ko 6 Z u O a N H Z u In -E w ra O Qac g 0 z x °� y° o �° mm 76 Va3� • w eo FILE STRUCTURAL CALCULATIONS VIEWED FOR IE COMPLIANCE APPROV90 OCT 0 5 2016 City of Tukwila BILDING DIVISION 16-025-22 85C Bakery Cafe RTU Installation Westfield SouthCenter Mall Tukwila, WA 9/20/2016 RECEIVED CITY OF TUKWILA SEP 2 1 2016 PERMIT CE��TER For Performance Mechanical Group FKka 85C Bakery Cafe sheet 3 Sa*d RTU Installation ffm Performance Mechanical Group paw NM nesiarter BB1 Date 9/19/16 wwwAmdq=MLco4 Tet 206.4025156 Project Address: Westfield 5outhCenter Mall Tukwila, WA Design Code: 2012 IBC ASCE 7-10 Project Description: Review existing structure to support new mechanical unit Provide seismic anchorage for the new unit Mechanical Unit Information (provided by Client) Unit Tag W(ee) ht (n) Weight % Change Note DF -1 0 lbs 217 lbs 100% Further review required. DF -2 0 lbs 217 lbs 100% Further review required. MAU-1 0 lbs 357 lbs 100% Further review required. MAU-2 0 lbs 357 lbs 100% Further review required. RTU -1 0 lbs 997 lbs 100% Further review required. RTU -2 0 lbs 997 lbs 100% Further review required. "obe: Mechanical Unit Weights were provided by Client Lund Opsahl takes no responsibility if incorrect unit weights were provided ie framing supporting the above mentioned units were checked for the additional weight added the roof structure to verify demand on the existing framing does not exceed 5°Y per IBC iapter 34. For members that had their demand increase by more that 5% additional strength iculations were performed to verify the member has adequate capacity to support the unit. e above mentioned mechanical units were reviewed for overturning forces from wind and loading. Calculations verifying PMG's proposed anchorage are included. posed anchorage of the units is acceptable. erect era � xt-t C t Shee< 'aUND client ice F -= No. SAHL Dsigner4;?,7F Date mv.lundopsuhl.com I Tel:206.402.5156 L�.oaF L-oA--c>l N(• o _1Z 1..JCs- �� ,��ts��..�P,1.�-�c pES4C-�•,�ts� �T77- GJA-S. Z=,Vm LOAD oir 2s PS�' t.Ji�+ Inas pet ,=T'In.1LT KoC_ L.ovv-r ,n+Cr PL#roC= !�Cmtiti n A-eXA5. Av tE"j #2EA- I..J4110 LO ;;Z¢. 25-054- ae t r -r p�Sttrr�-oAc-0tQU •rO c�e>P�n-►r �oA•osNc�-�;�b ceti�r; PuIS uNt7"S. eTo I./,? V FLOOR JOIST SCHEDULE MAW KM LWIMO O mum anv/N •a• FJ -N ar FJ -17' w am/so 71a/M f7C 70 ,•�+ • anwro ,f -r W -q u- lana/7L0 7aa a a -r "w/o rr+a m• ,Na/M ✓ FI -20 zr rJ-7, fr ,Na/= ate aa0 rs-n 2r 404W CJ 1a N EsS c.-r�> C,P-F£' shit UND Client"' I'ac±Na DrAgner�Date ILI+ 1115 -.,t..,v.lundopsahl.com I Tel:206.402.5156 * d�:Ow�zeTS Car. ', pAt-J FJ -17 24` 1'-4'/z" 6275#/0 12'-0'� 260/250 715/385 230/130 cS) 6�- �,T,7�et�T'�t..l�es- Zapf t � t P,, = z/•,51/ e-- ��E} - 1.140L L T C is e N t's' Per- G✓2�T A*"A.-f exir- a :*r . 7 pr*zt I4 �� Sheet Chem _ � � P-ae No. Designer t3 q�— pit. rrw•u.lundopsahl.com I Tel:206.402.5156 S� PP©QTS C> V*- � �_j A&I N¢.Ptu-zt..., -ro PxemPET', C—OA T`i N L.)O%J S Q t 10 FJ -23 24" pop: � A� j 4sb.tOwk t—e 401 17 23� %t3c� Project � %� F � C� I "- � Sheet Subject U ND Uient PageNa SIAHL Designer �s Dau %rv-..lundop,ahl.com I Tel:206.402.5156 Eq y l t fj IF3- —S � prOt N C,-- 1'-4�/2" 9770J/0 1-310/310IL- FJ-18 FJ -18 24" 1065/700 255/140 1 \/,E, l Li 4 R 2 i✓'�, , = Z y, 8,e- Pmkd 85C Bakery CaM sheet 5RTU Installation Y "D cafrc Performance Mechanical Group ft9e Na �+��� oes(liN ner BBJ 0� 9/19/16 aM� wwvJundapaTel 206. 025156 Seismic Design Criteria [ASCE 7-10 Chapter 13] Risk Category = 11 Site Class = D aP = 2.5 RP = 6.5 Ip = 1 SS = 1.5g Fa = 1 S,r,, = Fe x Ss = 1.5g Sde = 2/3 x Sr,,, = 1.0g z/h = 1.0g Lateral Seismic Force. FP _ 0.4R SDSWP r1 + 2 h� _ .462Wp PI P l FPm. = 1.6SDSIpWP = 1.600Wp FPmin = 0.3SDSIPWP = •300Wp Vertical Seismic Force. FP(,,t)=+/-0.2SDSWP = .200Wp Wind Design Criteria [ASCE 7-10 Chapter 29] [Table 1.5 1] [Assumed] [Table 13.6-1] [Table 13.6-1] [Section 13.1.3. [Figure 22-1; `Horst Case for Washington] [Table 11.4-1] [Eq 11.4-1] [rq 11.4.3] [Assumed] [Eq 13.3-1] <---Controls [Cq 13.3-2] [Eq 13.3-31 [Section 13.3.1] Avg Structure Roof Ht = 20 ft [Assumed] Risk Category = II Exposure = B [Section 26.7.3] Basic Wind Speed, V„h = 110 mph [Figure 26.5-1] Kn = 1 [Section 26.8.21 Kd = 0.85 [Section 26.6] KZ= 0.62 [Table 29.3.11 qZ = 0.00256KzK,&V2 qZ = 16.32 psf ASCE 7-10 Section 29.5 has two separate equations for buildings less than 60ft and more than 60ft the equation for buildings less than 60ft produces higher loads and will be used for all cases Horizontal Pressure Vertical Pressure Fh=gh(GCr)Af [rq 19.5 2] F,=gh(GCr)Af [rq 2.9.5 31 GCr = 1.9 [Section 29.5.1j GCr = 1.5 [Section 29.5.1; Fh = 31.02 psf Fh = 24.49 psf a 85C Bakery Cafe sbwt s„tiea RTU Installation TT UNI") coed Performance Mechanical Group NM 9/19/16 CC IS 'map H L wrrwjM*Vsat+ x=j TeL- M.Mmsm Unit Information Tag: DF -1, DF -2 Veight: 217 lbs ieight: 3.17 ft .ength: 3.00 ft Width: 12.16 ft Seismic FP= 100 lbs 10 D= 217 lbs Fe(NerQ _ +/- 43 lbs = Width Worst Cast Uplift ASD: 0.6D+0.7E = -1 lbs LRFD: 0.9D+E = 3 lbs "Note negative values indicate uplift Wind loading "Note our calculation checks overturning moment of the mechanical unit in the short direction(width). Reactions D E Rt 10) lbs -73 lbs +/- 22 lbs R2 109 lbs 73 lbs +/- 22 lbs Worst Case Compression ASD: D+0.7E = 175 lbs LRFD: 1.2D+E = 225 lbs Reactions D W Fh= 295 lbs� D=217 lbs �, Rt 109 lbs -216 lbs +/- 79 lbs F„ _ +/-159 lbs z R2 109 lbs 216 lbs +/- 79 lbs Width Worst Cast Uplift Worst Case Compression ASD: 0.6D+0.6W = -112 lbs ASD: D+0.6W = 286 lbs LRFD:. 0.9D+W = -198 lbs I ILRFD: 1.2D+W = 425 ibs "Note negative values indicate uplift i' 1 Unit Information Tag: MAU-1, MAU-2 Veight: 357 lbs ieight 3.50 ft .ength: 3.25 ft Width: 3.25 ft Seismic FP= 165 Ibss rraea 85C Bakery Cafe msec suffix RTU Installation Omit Performance Mechanical Group emeNo oesio�er BBJ DW 9/ www.ltodopselrAMo Tel: 206.402.5156 D--13571bs 2FP(vert =+/- 71 Ibs s" Width o= � Worst Cast Uplift _ ASD: 0.6D+0.7E = 20 Ibs LRFD: 0.9D+E = 36 Ibs "Note negative values indicate uplift "*Note our calculation checks overturning moment of the mechanical unit in the short direction (Width). Reactions D E R� 179 Ibs -89 lbs +/- 36 Ibs RZ 179 Ibs 89 lbs +/-361 -S. Worst Case Compression ASD: D+0.7E = 266 Ibs LRFD: 12D+E = 339 Ibs Wind Loading Reactions Fh= 353 Ibs D= 357 Ibs F„ _ 1-2591 + bs = Width Worst Cast Uplift ASD: 0.6D+0.6W = -84 Ibs _ LRFD: 0.9D_ +W = -159 this "Note negative values indicate uplift D W Rt 179 Ibs -190 Ibs +/- 129 lbs R2 179 Ibs 190 Ibs +/- 129 Ibs Worst Case Compression ASD: D+0.6W = 370 Ibs LRFD: 1.2D+W = 533 ibs i Unit Information Tag: RTU -1, RTU -2 Veight: 997 lbs Leight: 4.10 ft .ength: 7.33 ft Width: 15.00 ft Seismic FP= 46_ 0 lbs 10 Proied 85C Bakery Cafe Sheet Sum,__ RTU Installation Client Performance Mechanical Group MM Deaivier BBI Date 9/ WM kff dDpcahLeor4 Tek 206.402.6156 D= 997 lbs m FP(vert) = +/- 199 lbs = Width oC � Worst Cast Uplift ASD: 0.6D+0.7E = 97 Itis LRFD: 0.9D+E = 160 lbs "Note negative values indicate uplift *"Note our calculation checks overturning moment of the mechanical unit in the short direction(width). Reactions D E Rt 499 lbs -189 lbs +/-100 Ibis RZ 499 lbs 189 lbs +/- 100 Ibs Worst Case Compression ASD: D+0.7E = 700 lbs LRFD: 1.2D+E = 887 lbs Wind Loading Reactions Fh= 933 IbsEF, 997 Itis10 +/- 898 lbs z Width Worst Cast Uplift ASD: 0.6D+0.6W = -200 Lbs LRFD: 0.9D+W = -383 Lbs "Note negative values indicate uplift D W R, 499 Ibis -382 lbs +/- 449 lbs RZ 499 lbs 382 lbs +/- 449 lbs Worst Case Compression ASD: D+0.6W = 997 Lbs LRFD: 1.2D+W = 1429 Lbs r Project e �C`_. �� s 4. +l �pe Sheet Subject 6T+�T�'%.j ! I j �... t .. i�ri t CUerr `C' i— (� Page No. Designerj� Dete o,, n.Iundopsi-hl.com i Tel: 206.402.5156 Sti..c+ Fi 1".e ok-7- V::> 5— U N yr rj w �"' O� , j t S r_• S E�' • ZS to d� l,Jo S -c CPQ' v QL t G r = [VZ:h" bF vSFS J—A&- SC�rt�Ew To S,rE�►�t�i2 L3 x3 x 14 64, el Lj P eiI 3/1' x 7,:LA& Sc.,em-, Nt9 (z)*:/c) 54-eCc jS gird vNI i` CkAF4..4 * to 44rl-IS -�,> 'zx 3q0'* = 6Sd '»rz'- Cs� 3/8 x 30, L A,(,- Sc.r� �,►� S =� moi_ 1, 6 x [ zoo x Z C2� f Cl SGv2±r i., ► 5 10 TE P S I o nJ ==7 T" - 7- K * c 2.4 , Pra,ett `V� C. Pr1C ec'—�/ GAr E :heet ,�y Client _ Y `� Page No. DasIgnet Date t:ww.lundopsahl.com { Tel:2D6.402.5156 Ie— — Z -rt 1 d 15� L �.�ltiltT 'Ccs GJ�R� fir E�-j D . .'ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: MI6 -0148 DATE: 09/26/16 PROJECT NAME: 85C BAKERY SITE ADDRESS: 1350 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A)jBuilding Wlwi(s'ion Fireventton ® Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/27/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/25/16 Approved ❑ Approved with Conditions d Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERFORMANCE HEATING & A/C INC Washington State 'Department of Labor & Industries Page 1 of 2 HOT11C. Tspafiol Contact �earch L&I I N -Z Index help M1TyLtiI Safety & Health Claims & Insurance Workplace Rights Trades & Licensing PERFORMANCE HEATING & A/C INC Owner or tradesperson 1012 Central Ave S 600 601 386 KENT, WA 98032 Principals 425-251-0356 MILLER, DANIEL E, PRESIDENT KING County ERDAHL, DARRIN, VICE PRESIDENT E GOWIN, RICHARD L, VICE PRESIDENT MILLER (End: 04/26/2011) DARRIN P ERDAHL; GOWIN, CONSTANCE F, VICE PRESIDENT (End: 11/15/2007) / certification (depending on trade) and any past violations. Doing business as PERFORMANCE HEATING & A/C INC WA UBI No. Business type 600 601 386 Corporation Governing persons DANIEL E MILLER DARRIN P ERDAHL; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor ......._............................................... _.......... Active. Meets current requirements. License specialties GENERAL License no. PERFOHA150RT Effective — expiration 12/30/1985— 04/30/2017 Bond DEVELOPERS SURETY & INDEM CO $12,000.00 Bond account no. 748802C Received by L&I Effective date 11/27/2007 10/01/2007 Expiration date Until Canceled Insuran...........c.e _................. AMCO Ins Co $1,000,000.00 Policy no. GLA03007606389 Received by L&I Effective date 04/26/2016 04/28/2016 Expiration date https:Hsecure.Ini.wa. gov/verify/Detail. aspx?UBI=6006013 86&LIC=PERFOHA 15ORT&SAW= I Help us improve 10/12/2016 DF -2, SEE MECHANICAL FOR LOCATION, MAXIMUM WEIGHT = 254 LES. PROVIDE (2) 4X6 HFx2 SLEEPERS BELOW UNIT AS SHOVIN. SEE S03 FOR ATTACHNIE`IT TO ROOF NEr'+! ROOF STRUCTURE. PEN ETRATION. SEE S05 MAU-2, SEE `Y1ECHAtNICAI FOR *R TYPICAL SUPPt: RT -_- _ __ , __.— LC:CATIG a. trtA}Ifti7UN AROUND OF-ENINGS. WEIGHT = 360 LBS. PROVIDE --- (2; 4X6 HF+2 SLEEPERS BELOW UNIT AS S-iOl"1t. SEE 502 FOR ATTACHMENT TO ROOF a ;4, STRUCTURE. 1: NP-22,SEE MECHA`jICA- =u3R LO=iti,ID MAXIMUM W:—IG.HT = 2510 Le S. PROVIDE z2i �X6 HF�2 {LEEPE�S EELO.tt2222 - - _ UNIT AS SHOJAIN. SES Sr33 R ATTACHtatENT TO ROOF - --- ! _ MAU-2, SEE M:-C:HANICAL FOR STRUCTURE--- -- — 2222 LOCATICIU, MAXIMUI-Srt WEIGHT= 360 LBS. PROVIDE 4X6 HF#2 SLEEPERS BELOW UNIT AS SHOWN. SEE SO2 FOR 1 _— -- ATTACHMENT TO ROOF �TRVCTUR;:. EW ROOF PENETP.ATION, i SEE S'05 FOR TwPICA ; = 5UPP0RT AROLlN,--) I OPENING- ! EQ RTU -01, SEE MECHANICAL FOR LOCATION, MAXIMUM WEIGHT = 1.400 1-85. SEE 504 FOR ANCHORAGE. RTU -02, SEE NIECHANICAL FOR LOCATION, MAXIMUM WEIGHT = 1,00 LBS, SEE S01 FOR AN''CHORAGE, MAU - Seismic Aih. S.* 314 S-11., Wanhengl.. 9813! j - Roof Deck I C j 85C Bakery & Cafe 2nd Level c " project16-025-22 oate 9/20/16 C 0 SolSKcenl., Yica!dra�lnn "£.13i i2✓ -1035153 .,,o.hz, ip xtl�a ae4rence – scare NTS MAU - Seismic Aih. S.* 314 S-11., Wanhengl.. 9813! j - Roof Deck I Prejea 85C Bakery & Cafe MAU - Seismic Anchorage PraleRNa 16-025-22 0M. 9(20/16 Reference - scale NTS —L3, AT CA, •stoc of v+a-rrr A+,t E-A '% 4LC�p�t- carrel 'r Roof Deck I 01% C j , c b W C 0 i �I 's V) h 4 .V., N 1 W h C 4�1 O t/1 RS 0 � ti M r `l DATE: 8/29/16 DRAWN: MS i ENGR: MS DF - Seismic Anchorage rOSUIA `lZl F P ole¢ 8 S Bakery& Cafe 7��� li 1% �s °f'APj{DF Seismic Anchorage HLL Z 1311 fta.6r.m Scwh Sae. ]70 G x °,i 16-025-22 9/20/16 ProjecYMe_ Hato S03 Swn,•Iw Wa, t.p,ow ]BI]� Q U.L. NTS Prejea 85C Bakery & Cafe MAU - Seismic Anchorage PraleRNa 16-025-22 0M. 9(20/16 Reference - scale NTS —L3, AT CA, •stoc of v+a-rrr A+,t E-A '% 4LC�p�t- carrel 'r Roof Deck I 01% ROOF HVAC PLAN f NEW LOlA77ONFOR EXISTING "MEP MNE"E.li•L4UST FAN. RE-CONNECTINLETOFFA41 TOEVS771VGDUCT 1HRUROOF, EXTFND 007Z --7 0F FAN TOALIGN WITH TOPOFE U577NGPARMET. NOTE.• EF -2 EF -3 \ NEWRO0/TOP H!/ACEQUIPMENTWILL BE \ 50?EENED/CONCE4LEDBYEXIS77NGf7' ff — HIGHROOFPARAPET. TALLESTOFNEWhYAC EQUIPMENT TOBERIU-I&2 f4' --B- — \ DFD�— f — MAU-11 I �/\I II II II II ( II II I it II 7FRMINA17ONFOR EMUSTFIN EF3. BffDYCTUP � � Lj Lj 1HRUROOFTOBIRD-PROOFC D PROWERO0FJAa & STORM COLLAR. EF -1V INSTALLED ONFACTOUROOFCURB. DF -2f II II K II II II II RECC47FEXISTING'METHAIVFEMUSTFANASSHOWNTOHAW I i \/ i� I I I I I I �"21 I REQUIRED aEARANCEFROMNtiVROOFFOPHUACOS4INTAKES II II II II 16X,221D. W/R7DUCTLINER DN 7HRUROOF IWRUROOFCURB. ROOF CURBBYG.C. M FOR MAU-1/Dr-1 & MAU-21DF-2. I - I I II II MAU-1/DFI & MAU-2/DF2 TO ff. INS TALLED ON 4x6 WOOD SLEEPERS I IRTU-1 FARFNSLEEPERS TO ROOFSTAIC7UREAND FA57FNEQLIIPENT TO SLEEPERSPERA7TAC9EDS7RXNRAL REPORT, --�lL� RTU-22INSTAUM ONFACTOUROOFCURB. FASTEN CURB TO ROOF F — — — — S7RUCIUREA/YDEQUIPMFMTO CURBPERATTACHEDS7RUC7URAL REPW— I� II IIRTU-2 jI -zIL3 2NDFLOOR EMDR WAIL NO WOW TO EXIS77NG2ND H0OR7FNANTUNDER THIS PERM] TAPPLIC417ON. I ROOFPARAPET WALL ROUND DIMENSION UP TO NEAREST 1 FOOT t f�1GDULE TOALLQW FUR ALIGNMENT WITHI� 1 DECK FLUTES. ; 1� lk l F s tt -Ali i \ X2�'. x ��• ar-�:;.mss : `� � \ I Y, F j I t Align with top flute of roof deck � •�rJr ''' f h 4 .` � .f f i Typical Roof Opening QSAHL I E ,,I P.1rd 8SC Bakery & Cafe NDE $'°S CC! Typical Roof Opening a„ PrrMRlto. 15-025-22 nate 9/20/16 S Clq LW.e11n,r.. SIM S 0 5 t]at-stx>:.n•tw;,,e1]mz �, Yjr23YJ: 3`'�•°.' Rderence - 5cat NTS f�S.S1gY]1L C.;G r x =-C ..t --L Nom. NATURAL 64SPIPINGWLIIREDFOR R7ZI-1&2& DFI&1 TO BEPROWDEDANDINSTAUEOBYPLUMBINGCONM4C7'OR UNDERSEPARW 1FAPPLIC4770N. NON47URAL G451INDER 771ISMELHANICAL PERIVITAPPLIC417ONw REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 5 2016 City of Tukwila BUILDING DIVISION C W k c b W C 0 i �I 's V) h 4 .V., N 1 W h C 4�1 O t/1 RS 0 � ti M r `l DATE: 8/29/16 DRAWN: MS i ENGR: MS APPVD: RTU - Seismic Anchorage `RI E :1 it1 D tislt/ ND4 �t Proitil 85C Bakery & Cafe RTU Seismic Anchorage �, , SAHL G v Pm�eRNe. T6-025-22 oa.,. 9/20/16 I�:.+rw.s�as.rootu _� Sset,ie iiaa�.n;lee 3e17i '� .4 SO4 v. 2SM2S.SC w+... Lade, '90 2R R1L f""i �``� RerefetKe - 5[>fe NTS fSBtgyAL ROOF HVAC PLAN f NEW LOlA77ONFOR EXISTING "MEP MNE"E.li•L4UST FAN. RE-CONNECTINLETOFFA41 TOEVS771VGDUCT 1HRUROOF, EXTFND 007Z --7 0F FAN TOALIGN WITH TOPOFE U577NGPARMET. NOTE.• EF -2 EF -3 \ NEWRO0/TOP H!/ACEQUIPMENTWILL BE \ 50?EENED/CONCE4LEDBYEXIS77NGf7' ff — HIGHROOFPARAPET. TALLESTOFNEWhYAC EQUIPMENT TOBERIU-I&2 f4' --B- — \ DFD�— f — MAU-11 I �/\I II II II II ( II II I it II 7FRMINA17ONFOR EMUSTFIN EF3. BffDYCTUP � � Lj Lj 1HRUROOFTOBIRD-PROOFC D PROWERO0FJAa & STORM COLLAR. EF -1V INSTALLED ONFACTOUROOFCURB. DF -2f II II K II II II II RECC47FEXISTING'METHAIVFEMUSTFANASSHOWNTOHAW I i \/ i� I I I I I I �"21 I REQUIRED aEARANCEFROMNtiVROOFFOPHUACOS4INTAKES II II II II 16X,221D. W/R7DUCTLINER DN 7HRUROOF IWRUROOFCURB. ROOF CURBBYG.C. M FOR MAU-1/Dr-1 & MAU-21DF-2. I - I I II II MAU-1/DFI & MAU-2/DF2 TO ff. INS TALLED ON 4x6 WOOD SLEEPERS I IRTU-1 FARFNSLEEPERS TO ROOFSTAIC7UREAND FA57FNEQLIIPENT TO SLEEPERSPERA7TAC9EDS7RXNRAL REPORT, --�lL� RTU-22INSTAUM ONFACTOUROOFCURB. FASTEN CURB TO ROOF F — — — — S7RUCIUREA/YDEQUIPMFMTO CURBPERATTACHEDS7RUC7URAL REPW— I� II IIRTU-2 jI -zIL3 2NDFLOOR EMDR WAIL NO WOW TO EXIS77NG2ND H0OR7FNANTUNDER THIS PERM] TAPPLIC417ON. I ROOFPARAPET WALL ROUND DIMENSION UP TO NEAREST 1 FOOT t f�1GDULE TOALLQW FUR ALIGNMENT WITHI� 1 DECK FLUTES. ; 1� lk l F s tt -Ali i \ X2�'. x ��• ar-�:;.mss : `� � \ I Y, F j I t Align with top flute of roof deck � •�rJr ''' f h 4 .` � .f f i Typical Roof Opening QSAHL I E ,,I P.1rd 8SC Bakery & Cafe NDE $'°S CC! Typical Roof Opening a„ PrrMRlto. 15-025-22 nate 9/20/16 S Clq LW.e11n,r.. SIM S 0 5 t]at-stx>:.n•tw;,,e1]mz �, Yjr23YJ: 3`'�•°.' Rderence - 5cat NTS f�S.S1gY]1L C.;G r x =-C ..t --L Nom. NATURAL 64SPIPINGWLIIREDFOR R7ZI-1&2& DFI&1 TO BEPROWDEDANDINSTAUEOBYPLUMBINGCONM4C7'OR UNDERSEPARW 1FAPPLIC4770N. NON47URAL G451INDER 771ISMELHANICAL PERIVITAPPLIC417ONw REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 5 2016 City of Tukwila BUILDING DIVISION iv- C W k c b W C 0 W J Q O b 4� V) h 4 iv- C W k b W C 0 W J Q O b 4� V) U O p .V., N 1 W h C 4�1 CD Z W W •: 105494 M=2 SHEET 2 OF 2 M 00 00 4� 4� i 00 0) ■ V Q O t/1 RS 0 � ti M r � (— DATE: 8/29/16 DRAWN: MS ENGR: MS APPVD: •: 105494 M=2 SHEET 2 OF 2 DF -2, SEE MECHANICAL FOR LOCATION, MAXIMUM WEIGHT = 254 LES. PROVIDE (2) 4X6 HFx2 SLEEPERS BELOW UNIT AS SHOVIN. SEE S03 FOR ATTACHNIE`IT TO ROOF NEr'+! ROOF STRUCTURE. PEN ETRATION. SEE S05 MAU-2, SEE `Y1ECHAtNICAI FOR *R TYPICAL SUPPt: RT -_- _ __ , __.— LC:CATIG a. trtA}Ifti7UN AROUND OF-ENINGS. WEIGHT = 360 LBS. PROVIDE --- (2; 4X6 HF+2 SLEEPERS BELOW UNIT AS S-iOl"1t. SEE 502 FOR ATTACHMENT TO ROOF a ;4, STRUCTURE. 1: NP-22,SEE MECHA`jICA- =u3R LO=iti,ID MAXIMUM W:—IG.HT = 2510 Le S. PROVIDE z2i �X6 HF�2 {LEEPE�S EELO.tt2222 - - _ UNIT AS SHOJAIN. SES Sr33 R ATTACHtatENT TO ROOF - --- ! _ MAU-2, SEE M:-C:HANICAL FOR STRUCTURE--- -- — 2222 LOCATICIU, MAXIMUI-Srt WEIGHT= 360 LBS. PROVIDE 4X6 HF#2 SLEEPERS BELOW UNIT AS SHOWN. SEE SO2 FOR 1 _— -- ATTACHMENT TO ROOF �TRVCTUR;:. EW ROOF PENETP.ATION, i SEE S'05 FOR TwPICA ; = 5UPP0RT AROLlN,--) I OPENING- ! EQ RTU -01, SEE MECHANICAL FOR LOCATION, MAXIMUM WEIGHT = 1.400 1-85. SEE 504 FOR ANCHORAGE. RTU -02, SEE NIECHANICAL FOR LOCATION, MAXIMUM WEIGHT = 1,00 LBS, SEE S01 FOR AN''CHORAGE, MAU - Seismic Aih. S.* 314 S-11., Wanhengl.. 9813! j - Roof Deck I C j 85C Bakery & Cafe 2nd Level c " project16-025-22 oate 9/20/16 C 0 SolSKcenl., Yica!dra�lnn "£.13i i2✓ -1035153 .,,o.hz, ip xtl�a ae4rence – scare NTS MAU - Seismic Aih. S.* 314 S-11., Wanhengl.. 9813! j - Roof Deck I Prejea 85C Bakery & Cafe MAU - Seismic Anchorage PraleRNa 16-025-22 0M. 9(20/16 Reference - scale NTS —L3, AT CA, •stoc of v+a-rrr A+,t E-A '% 4LC�p�t- carrel 'r Roof Deck I 01% C j , c b W C 0 i �I 's V) h 4 .V., N 1 W h C 4�1 O t/1 RS 0 � ti M r `l DATE: 8/29/16 DRAWN: MS i ENGR: MS DF - Seismic Anchorage rOSUIA `lZl F P ole¢ 8 S Bakery& Cafe 7��� li 1% �s °f'APj{DF Seismic Anchorage HLL Z 1311 fta.6r.m Scwh Sae. ]70 G x °,i 16-025-22 9/20/16 ProjecYMe_ Hato S03 Swn,•Iw Wa, t.p,ow ]BI]� Q U.L. NTS Prejea 85C Bakery & Cafe MAU - Seismic Anchorage PraleRNa 16-025-22 0M. 9(20/16 Reference - scale NTS —L3, AT CA, •stoc of v+a-rrr A+,t E-A '% 4LC�p�t- carrel 'r Roof Deck I 01% ROOF HVAC PLAN f NEW LOlA77ONFOR EXISTING "MEP MNE"E.li•L4UST FAN. RE-CONNECTINLETOFFA41 TOEVS771VGDUCT 1HRUROOF, EXTFND 007Z --7 0F FAN TOALIGN WITH TOPOFE U577NGPARMET. NOTE.• EF -2 EF -3 \ NEWRO0/TOP H!/ACEQUIPMENTWILL BE \ 50?EENED/CONCE4LEDBYEXIS77NGf7' ff — HIGHROOFPARAPET. TALLESTOFNEWhYAC EQUIPMENT TOBERIU-I&2 f4' --B- — \ DFD�— f — MAU-11 I �/\I II II II II ( II II I it II 7FRMINA17ONFOR EMUSTFIN EF3. BffDYCTUP � � Lj Lj 1HRUROOFTOBIRD-PROOFC D PROWERO0FJAa & STORM COLLAR. EF -1V INSTALLED ONFACTOUROOFCURB. DF -2f II II K II II II II RECC47FEXISTING'METHAIVFEMUSTFANASSHOWNTOHAW I i \/ i� I I I I I I �"21 I REQUIRED aEARANCEFROMNtiVROOFFOPHUACOS4INTAKES II II II II 16X,221D. W/R7DUCTLINER DN 7HRUROOF IWRUROOFCURB. ROOF CURBBYG.C. M FOR MAU-1/Dr-1 & MAU-21DF-2. I - I I II II MAU-1/DFI & MAU-2/DF2 TO ff. INS TALLED ON 4x6 WOOD SLEEPERS I IRTU-1 FARFNSLEEPERS TO ROOFSTAIC7UREAND FA57FNEQLIIPENT TO SLEEPERSPERA7TAC9EDS7RXNRAL REPORT, --�lL� RTU-22INSTAUM ONFACTOUROOFCURB. FASTEN CURB TO ROOF F — — — — S7RUCIUREA/YDEQUIPMFMTO CURBPERATTACHEDS7RUC7URAL REPW— I� II IIRTU-2 jI -zIL3 2NDFLOOR EMDR WAIL NO WOW TO EXIS77NG2ND H0OR7FNANTUNDER THIS PERM] TAPPLIC417ON. I ROOFPARAPET WALL ROUND DIMENSION UP TO NEAREST 1 FOOT t f�1GDULE TOALLQW FUR ALIGNMENT WITHI� 1 DECK FLUTES. ; 1� lk l F s tt -Ali i \ X2�'. x ��• ar-�:;.mss : `� � \ I Y, F j I t Align with top flute of roof deck � •�rJr ''' f h 4 .` � .f f i Typical Roof Opening QSAHL I E ,,I P.1rd 8SC Bakery & Cafe NDE $'°S CC! Typical Roof Opening a„ PrrMRlto. 15-025-22 nate 9/20/16 S Clq LW.e11n,r.. SIM S 0 5 t]at-stx>:.n•tw;,,e1]mz �, Yjr23YJ: 3`'�•°.' Rderence - 5cat NTS f�S.S1gY]1L C.;G r x =-C ..t --L Nom. NATURAL 64SPIPINGWLIIREDFOR R7ZI-1&2& DFI&1 TO BEPROWDEDANDINSTAUEOBYPLUMBINGCONM4C7'OR UNDERSEPARW 1FAPPLIC4770N. NON47URAL G451INDER 771ISMELHANICAL PERIVITAPPLIC417ONw REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 5 2016 City of Tukwila BUILDING DIVISION C W k c b W C 0 i �I 's V) h 4 .V., N 1 W h C 4�1 O t/1 RS 0 � ti M r `l DATE: 8/29/16 DRAWN: MS i ENGR: MS APPVD: RTU - Seismic Anchorage `RI E :1 it1 D tislt/ ND4 �t Proitil 85C Bakery & Cafe RTU Seismic Anchorage �, , SAHL G v Pm�eRNe. T6-025-22 oa.,. 9/20/16 I�:.+rw.s�as.rootu _� Sset,ie iiaa�.n;lee 3e17i '� .4 SO4 v. 2SM2S.SC w+... Lade, '90 2R R1L f""i �``� RerefetKe - 5[>fe NTS fSBtgyAL ROOF HVAC PLAN f NEW LOlA77ONFOR EXISTING "MEP MNE"E.li•L4UST FAN. RE-CONNECTINLETOFFA41 TOEVS771VGDUCT 1HRUROOF, EXTFND 007Z --7 0F FAN TOALIGN WITH TOPOFE U577NGPARMET. NOTE.• EF -2 EF -3 \ NEWRO0/TOP H!/ACEQUIPMENTWILL BE \ 50?EENED/CONCE4LEDBYEXIS77NGf7' ff — HIGHROOFPARAPET. TALLESTOFNEWhYAC EQUIPMENT TOBERIU-I&2 f4' --B- — \ DFD�— f — MAU-11 I �/\I II II II II ( II II I it II 7FRMINA17ONFOR EMUSTFIN EF3. BffDYCTUP � � Lj Lj 1HRUROOFTOBIRD-PROOFC D PROWERO0FJAa & STORM COLLAR. EF -1V INSTALLED ONFACTOUROOFCURB. DF -2f II II K II II II II RECC47FEXISTING'METHAIVFEMUSTFANASSHOWNTOHAW I i \/ i� I I I I I I �"21 I REQUIRED aEARANCEFROMNtiVROOFFOPHUACOS4INTAKES II II II II 16X,221D. W/R7DUCTLINER DN 7HRUROOF IWRUROOFCURB. ROOF CURBBYG.C. M FOR MAU-1/Dr-1 & MAU-21DF-2. I - I I II II MAU-1/DFI & MAU-2/DF2 TO ff. INS TALLED ON 4x6 WOOD SLEEPERS I IRTU-1 FARFNSLEEPERS TO ROOFSTAIC7UREAND FA57FNEQLIIPENT TO SLEEPERSPERA7TAC9EDS7RXNRAL REPORT, --�lL� RTU-22INSTAUM ONFACTOUROOFCURB. FASTEN CURB TO ROOF F — — — — S7RUCIUREA/YDEQUIPMFMTO CURBPERATTACHEDS7RUC7URAL REPW— I� II IIRTU-2 jI -zIL3 2NDFLOOR EMDR WAIL NO WOW TO EXIS77NG2ND H0OR7FNANTUNDER THIS PERM] TAPPLIC417ON. I ROOFPARAPET WALL ROUND DIMENSION UP TO NEAREST 1 FOOT t f�1GDULE TOALLQW FUR ALIGNMENT WITHI� 1 DECK FLUTES. ; 1� lk l F s tt -Ali i \ X2�'. x ��• ar-�:;.mss : `� � \ I Y, F j I t Align with top flute of roof deck � •�rJr ''' f h 4 .` � .f f i Typical Roof Opening QSAHL I E ,,I P.1rd 8SC Bakery & Cafe NDE $'°S CC! Typical Roof Opening a„ PrrMRlto. 15-025-22 nate 9/20/16 S Clq LW.e11n,r.. SIM S 0 5 t]at-stx>:.n•tw;,,e1]mz �, Yjr23YJ: 3`'�•°.' Rderence - 5cat NTS f�S.S1gY]1L C.;G r x =-C ..t --L Nom. NATURAL 64SPIPINGWLIIREDFOR R7ZI-1&2& DFI&1 TO BEPROWDEDANDINSTAUEOBYPLUMBINGCONM4C7'OR UNDERSEPARW 1FAPPLIC4770N. NON47URAL G451INDER 771ISMELHANICAL PERIVITAPPLIC417ONw REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 5 2016 City of Tukwila BUILDING DIVISION iv- C W k c b W C 0 W J Q O b 4� V) h 4 iv- C W k b W C 0 W J Q O b 4� V) U O p .V., N 1 W h C 4�1 CD Z W W •: 105494 M=2 SHEET 2 OF 2 M 00 00 4� 4� i 00 0) ■ V Q O t/1 RS 0 � ti M r � (— DATE: 8/29/16 DRAWN: MS ENGR: MS APPVD: •: 105494 M=2 SHEET 2 OF 2