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Permit M13-185 - VIETNAMESE MARTYRS PARISH - INSTALL ROOF TOP UNITS
CHURCH OF THE VIETNAMESE MARTYRS 6841 S 180 ST M13-185 Parcel No: Address: Project Name: • 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 3623049087 Permit Number: CHURCH OF THE VIETNAMESE MARTY Issue Date: Permit Expires On: M 13-185 11/19/2013 5/18/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ARCHDIOCESE OF SEATTLE C/O LAURA TOEPFER 710 9TH AVE, SEATTLE, WA, 98104 JEFFREY BRANT 5108 D ST NW , AUBURN, WA, 98001 EMERALD AIRE INC. 22043 68TH AVENUE SOUTH , KENT, WA, 98032 EMERAAI055BL Phone: (253) 872-5665 Phone: (206) 872-5665 Expiration Date: 4/1/2015 DESCRIPTION OF WORK: SUBTYPE: NRES STATUS: PENDING DESCRIPTION: INSTALL (2) ROOFTOP UNITS AND CORRESPONDING DUCTWORK Valuation of Work: $31,602.00 Type of Work: Fuel type: Fees Collected: $588.19 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer Distric: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Permit Center Authorized Signature OW -MI Date: It \ 11)1'; 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 eery 't and agree to t conditions attached to this permit. Signature: Print Name: Date: (l /4/1 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: ***FIRE DEPARTMENT CONDITIONS*** 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: 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 #2328) 4: 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) 5: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 6: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 7: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 8: 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 #2328) (IFC 104.2) 9: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. • 17: 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. 18: ***MECHANICAL PERMIT CONDITIONS*** 19: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: 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. 21: Manufacturers installation instructions shall be available on the job site at the time of inspection. 22: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 23: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 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 r CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov -4 Mechanical Permit No. Project No. Date Application Accepted: Date Application Expires: ID 03�It� (For office use only) 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 �y King Co Assessor's Tax No.: 362) C)( -I, a 297 Site Address: GgV Igo ���' Suite Number: Floor: Tenant Name: V i Cvla mese— /14:1 (4)// 5 New Tenant: ❑ Yes ❑ .. No PROPERTY OWNER Name: hell d iace5C Of e i J 33>37L/ Address: 70 9+h 1V - City: 5 6 a`the_ State: wi4 Zip:gpio 1 CONTACT PERSON — person receiving all project communication_ Company Name: Eme ea v Axe_ IY Name: Jett ? 5rQnj City: Au6Ar✓► State: Wig Zip:ge,i Address: �`i,` v AA, Contr Reg No.: AA n I i 05 Exp Date: t, A s City: Q,,,b, (� State: 1,14/Zip:q I Phone: 253 872 s66 5 Fax:25 3 872 5 7Q 7 / ` Email t/►ti'�} Q ier.k4 cry ('e , co MECHANICAL CONTRACTOR INFORMATION Company Name: Eme ea v Axe_ IY Address: 5 109 D $ /'W City: Au6Ar✓► State: Wig Zip:ge,i Phone:,) 53 g 525 Fax:.153 Sy.) 52f7 Contr Reg No.: AA n I i 05 Exp Date: t, A s Tukwila Business License No.: t3u5-©`icos g2 Valuation of project (contractor's bid price): $ 3 1 hoz Describe the scope of work in detail: -7 N5)) f®C;(141:,e uc-I wor k Use: Residential: New ❑ Commercial: New Replacement Replacement Fuel Type: Electric ❑ Gas ®' LAV) tT$ ' C®'freS ✓Id",t'1y- Other: H:\Applicauons\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 • Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu >10,000 cfm �7 Furnace >100k btu 1� Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT;APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may 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 0 l,' R OR THOJIZED AGENT: Signature: Print Name: / ft>/ Mailing Address: 51 DOV VY Date: qf) 21) ./ Day Telephone: sZS g72 s 5 H:\Applicauonsforms-Appla:ations On Lmc'201 I Applicauons\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT ( QUANTITY PAID $470.55 M13-185 Address: Apn: 3623049087 470.55 Permit Fee Permit Fee TOTAL FEES PAID BY RECEIPT: R132 R000.322.100.00.00 $470.55 $470.55 $470.55 Date Paid: Tuesday, November 19, 2013 Paid By: EMERALD AIRE INC. Pay Method: CHECK 2095 Printed: Tuesday, November 19, 2013 9:56 AM 1 of 1 CRW SYSTEMS • 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.TukwilaWA.gov RECEIPT Parcel No.: 3623049087 Permit Number: M13-185 Address: 6801 S 180 ST TUKW Status: PENDING Suite No: Applied Date: 10/03/2013 Applicant: CHURCH OF THE VIETNAMESE MARTYRS Issue Date: Receipt No.: R13-02810 Payment Amount: $117.64 Initials: JEM Payment Date: 10/03/2013 01:51 PM User ID: 1165 Balance: $470.55 Payee: EMERALD AIRE INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2077 117.64 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 117.64 Total: $117.64 Printed• 10-03-9013 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF.TUKWILA BUILDING DIVISION (206) 431-3670 A413- 85 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project: ---- U ,: (' h4S-e__ CAvTl Type of IInspe tion: _+ eL.Yik Pl. Ai A -L- - - Address: lv (084 i (S-03-3-17 Date Call d �5/WOX-e-..LI d Special Instructions: .. 3 Date Wanted: —2.-1 --/ p.m. Requester: - Phone No:.. "U Approved per applicable codes. Corrections required prior to. approval. COMMENTS: c,,:aoJG-H-- 'i 014, 3K3T-5) 01,0A . d A . 2- on.� (c Q til; r - i i Date: n REINSPECTION FEE EQUIRED. Prior to next inspection. fee must be paid at 6300 Southce ter Blvd., Suite 100. Call to. schedule reinspection. INSPECTION RECORD Retain a copy with permit M f 3-.iS5 INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: tket AAes-e_ C.Ac j Pe si Type of Inspection: SikkAk: e S vc JuuJ,1 Address: (. .r v sr Date. Called: r,'44>'_. D G -G• -,J 'rr r` 1 ``D M e --c}\ - R 11 4. -.. - i Special Instructions: Date Wanted: i —Z.i -4 am- p.m. Requester: f c J A I .S jrMS- ..-e. Phon! 8-€:40 A -./TJ (1\1--.--- ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: roc, re_ -Mik-ritA .A- C, I- - C - - - A -Al AkjSr- D G -G• -,J 'rr r` 1 ``D M e --c}\ - R 11 4. -.. - i ,S Pt Ve J\J` O JA. r 2 i'Jtc,J � 1 f c J A I .S jrMS- ..-e. ►. J cA.f j r 8-€:40 A -./TJ (1\1--.--- a J ---Ti AiJA .� - In` pe� Date: Z (� REINSPECTION FEE RE tlEFFED. Prior to next inspection, fee must be paid at6300 Southcentek. Lvd:. Suite 100. Call to -schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit $►3 -lbs PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA.98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: C FhthRC! Vit-rij4 rrif. Type of Inspection: - RC3Zte, (t.- /NJ Address: ULI ( 9 I so Date Called: Special Instructions: Date Wa ted:aim.. Requester: Phone No:L. 20(0—S72—SG Approved per applicable codes. D Corrections required prior to approval. COMMENTS: • C 1 2A 4cw2cpve-S ) A.3-2 - ;&) ert"./c2-10 -i" he r" -t„ SP vN L fnspe or: Date: 1 ZZ NS ECTION FEE REQUIRED. rior to ne inspection. fee must be i a 6300 Southcenter. Blvd., Su to 100. Ca to schedule reinspection: /Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit RA -I5 133-I__; 13 - - -- Z SS PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT , 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:v V(..- N 4-1.1/4,21.-.4-4-1.1/4,21.-.4-/0 Sprinklers: Type of Inspection:/� '_CO . / Address: Suite #: 6 8 �! S , I So-. _ S -1-- Contact Person: Special Special Instructions: Phone No.: .Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: irkv Ac U. 6,4 S t io1L� % t — �{ f\SS Occupancy Type: F l val/o ...1 .,41 1 iz(S-e,e'- _ 0K- 74 v,e v' �1/ ,erre sC. 7 #0° J r? A,4 -0 -vs ` `"7 e",/ f%n?S 3 ,,, 1�, y n x- r /-e P Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector`: _Cyd/53 Date: ftz-a_ , _ Hrs.: 2 . 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 JM 5"I �' rte 63/y. >< 3'tJ2_ 41-411-Ahr — t✓4A 3A-elorlZ f3tA:,(Kg 6%1.04 -r sst' iffrt twl tYi. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 142013 BUILD NG DIVIof SION 6 41,4 3472 LtL:AM 13A4,i 3YelcIaYL mum rifioa46S® Irl 0 Y.L. GROSS STRUCTURAL ENGINEERS FILE copy Orr EA� Plan ryr,�e. CORRECsT�ON LTR#--- M13-1&5 n • RECEIVED CITY OF TUKWILA NOV- 0 7 2013 `. PERMIT CENTER pAr21-.)4L. a FP-MAI/WI P L ',Did 1s/i3 SHEET TITLE �� SCALE ^"T� VM 1 DESIGNED BY SH totg V M ( 1 PROJECT L0 j,Lrc. K CUENT CHECKED SHEET 207 First Avenue South - Sulte 250 Seattle, Washington 98104 Ph. (206) 623-0769 Fax (206) 623-9081 4-0,44 eht�A�1aF, w� '114Y9.).3 et' sbs ScA2-f Js m I71% RE.VIEV D FOR CODE COMPLIANCE APPROVED' . NOV 14 2013 City NG D�MISION la ��:.1LD P- Pt.4t-f H41,-/qalk I.L. GROSS 8TRUCIflRAL QINHEIe SEvr-7v� ® /Ktc'L SHEET TITLE VM PROJECT at•or- /30441 SCALE VA/ DESIGNED BY CLIENT • CHECKED SHEET 23914 56th Avenue Wes! - Suite 200 Mounllake Terrace, Washington 98043 (Ph) 206.623.0769 or 425.640.7333 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL, NOV 0 7 2013 PERMIT CENTER av► vD►649 wA : Come, C16 3/ItlY 11414) IBourr 'aOJT 5or✓16 wd 6Po / kk 6( • 3 )03 )0y tiAsr 2 S' 6-vn ov-1 , fit= St4FArNI7 4tA4.01,-k trot Rook 7i6ti� Ta �6xhx3�g REVIEL' ►� CODE COMPLIANCE APPPOVED NOV 1 4 2013 '4 I.L. GROSS IIIRIICITIRALENfINEEREI SJE� M b CgLU CA.A4 SHE'EET/T TITLE PROJECT CIJENr M DESIGNED BY CHECKED DATE 52 - SHEET 23914 56th Avenue West -Suite 200 Mountlake Terrace, Washington 98043 (Ph) 206.623.0769 or 425.640.7333 RECEIVED CITY OF TUKWILA NOV 0 7 2013 PERMIT CENTER i • • • 1/14 off Jf t) RA H4 g;I2-i *YR /40(4" t- /Af")c 12: Pwkio6b &I ,2 .3JLt �✓i0�' �,.YWo�D : tP ' 4 ) I fiZ O 61t% • • • • 1�. REED FOR COD. CONPLIANCE p PrwED 013 (-RN of • • • • God WI srevi,f*( lat'Y SAS E)c, 84ocAct 149 -1 'WSW Lf6K 1.44 , l;rL uk (T e/4 * -2, SHEET TITLE SCALE DATE PROJECT I.L. GROSS CLIENTs1xncrmW.@tum s DESIGNED BY CHECKED SA -g SHEET 23914 561h Avenue West - Suite 200 Mountlake Terrace, Washington 98043 (Ph) 206.623.0769 or 425.640.7333 Vietnamese Martyrs Mechanical Unit Supports Tukwila, WA Structural Design Calculations for Permit Corrections REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2013 CORRECsTION October 31, 2013 M13 -i 95 RECEIVED CITY OF TUKWILA NOV 07 2013 PERMIT CENTER Vietnamese Martyrs Mechanical Unit Supports Design Criteria 2012 International building Code ASCE 31-03 Seismic Evaluation of Existing Building Earthquake Loads Ss =1.442 , S1 = 0.540 Sds = .961, S1 = .536 Sa=.961 Live Loads Roof 25 Mechanical Unit Per Attached Cut sheet Dead Loads Roof 12" HCP ceiling Built up roofing 4 psf 12" HCP ceiling 150 psf 3/4" cdx 2.3 psf built up roofing 2.3 psf TJI Joists 4 psf Misc M/E 1.5 psf Insulation 2 psf suspended ceiling 1.8 psf Suspended ceiling 1.8 psf K-19 Batt insulation 2 psf ceiling tile 1 psf ceiling tiles 1 psf Mech/Elec mist. 1.5 psf M/E 1.5 psf Wall weight 16.6 psf 160.1 psf 6" tilt up panel 75 psf 2x4 @ 16" oc furring 3.3 psf 2x12 @ 16" oc 1.1 psf 5/8" GWB 2.8 psf Insulation 1.5 psf M/E 2 psf 85.7 psf ►3$of MR -j4 c44L. ODA ti Ysi 110 15R -5i •crM----77e — E-11, 63%y 7c ,3't'2.. 4uAL1f1 q(_ut.-AAA 3/Yl01/2_ 6(-oc-Y (ruffTA; SsOC 8tWf-( r T1 0_ I- -At 6Y1.1). 3N/2 t•-(ILifr $M/1 I • 207 Flog Manua South - Bub 250 SaaOm, Washbgton 06101 Ph. (206) 823-0769 Fax (208) 8218081 GROSS STRUCTURAL ENGINEERS 23914 56th Ave West Mountlake Terrace, WA 98043 Project Title: Vietnamese Martyrs T.I. Engineer: VM Project ID: Project Descr: T.I. and Partial Seismic Upgrade Printed: 31 OCT 2013, 3:56PM Multiple Simple Beam Lic. # : KW -06002858 Description : Mechanical Supports File = V:IA5A092-EITLXHRA-RITLXHRA-REC6 ENERCALC, INC. 1983-2013, Build:6.13.8.31, Ver.6.13.8.31 Licensee : I.L. GROSS STRUCTURAL ENGINEERS Wood Beam Design : cross support beams Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-05 BEAM Size : Wood Species : Fb - Tension Fb -Compr Applied Loads Beam self weight calculated and added to loads Unif Load: Lr = 0.0250 k/ft, Trib=1.0 ft Point: D = 0.40 k @ 4.50 ft Point: E = 0.2050 k @ 4.50 ft Design Summary Max fb/Fb Ratio = 0.138. 1 fb : Actual : 328.69 psi at 4.500 ft in Span # 1 Fb : Allowable : 2,382.12 psi Load Comb : +D+0.70E+H Max fv/FvRatio = 0.055: 1 fv : Actual : 16.73 psi at 8.280 ft in Span # 1 Fv : Allowable : 304.75 psi Load Comb : +D+0.75OLr+0.750L+0.5250E+H Max Reactions (k) P I. Li W Left Support 0.23 0.11 Right Support 0.23 0.11 3.5x9, GLB, Fully Unbraced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending DF/DF Wood Grade : 24F - V4 2,400.0 psi Fc - PrIl 265.0 psi Ebend- xx 1,850.0 psi Fc - Perp 1,100.0 psi Eminbend 1,650.0 psi 650.0 psi Fv Ft -xx 1,800.0 ksi Density 32.210 pcf 930.0 ksi Max Deflections E H Downward L+Lr+S 0.010 in Downward Total 0.10 Upward L+Lr+S 0.000 in Upward Total 0.10 Live Load Defl Ratio 11140 >360 Total Defl Ratio 0.054 in 0.000 in 1995 >240 Wood Beam Design : ex. glulam with load Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-05 BEAM Size : Wood Species : Fb - Tension Fb - Compr Applied Loads 6.75x34.5, GLB, Fully Braced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending DF/DF Wood Grade : 24F - V4 2,400.0 psi Fc - Prll 1,650.0 psi Fv 265.0 psi Ebend- xx 1,800.0 ksi Density 32.210 pcf 1,850.0 psi Fc - Perp 650.0 psi Ft 1,100.0 psi Eminbend - xx 930.0 ksi Beam self weight calculated and added to loads Unif Load: D = 0.0170, Lr = 0.0250 k/ft, Trib=16.0 ft Point: D = 0.40, E = 0.2030 k @ 7.0 ft Point: D = 0.40, E = 0.2030 k @ 14.50 ft Point: D = 0.230, Lr = 0,1110, E = 0.2030 k @ 14.50 ft Point: D = 0.230, Lr = 0.1111, E = 0.2030 k @ 7.0 ft Design Summary Max fb/Fb Ratio = 0.873; 1 fb : Actual : 1,940.92 psi at 23.520 ft Fb : Allowable : 2,224.24 psi Load Comb : +D+Lr+H Max fv/FvRatio = 0.350: 1 fv : Actual : 106.66 psi at 0.000 ft Fv : Allowable : 304.75 psi Load Comb : +D+Lr+H in Span # 1 in Span # 1 D 0.272 48.0 n, 6.75x34.5 Max Deflections Max Reactions (k) D L Lr S W E H Downward L+Lr+S 1.168 in Downward Total 2.226 in Left Support 8.76 9.77 0.63 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 8.06 9.65 0.18 Live Load Defl Ratio 493 >360 Total Defl Ratio 258 >240 I:L. GROSS STRUCTURAL ENGINEERS 23914 56th Ave West Mountlake Terrace, WA 98043 Project Title: Vietnamese Martyrs T.I. Engineer: VM Project ID: Project Descr: T.I. and Partial Seismic Upgrade Printed: 31 OCT 2013, 3:56PM ASCE Seismic Demands on Nonstructural Components Lic. # : KW -06002858 File = V:IA5AQ92-EITLXHRA-RITLXHRA-R.EC6 ENERCALC, INC. 1983-2013, Build:6.13.8.31, Ver..6.13.8.31 Licensee : I.L. GROSS STRUCTURAL ENGINEERS Seismic Demands on Nonstructural Components per ASCE 7-10 Section 13.3.1 and 13.4.1 h = 14.0 ft SDS = 0.9610 Description : Mechanical Unit Seismic Loads ap = 2.50 W p 1.36 z= 14.00 ft R p= Fp Upper Limit = 2.09 Fp Calc'd : Components = Fp Lower Limit = 0.39 Connections = 6.00 I p = 1.00 zih : Actual = 1.00 zih Design = 1.00 0.65 Fp DESIGN : Components = 0.65 0.65 Connections = 0.65 a Wp: Z R I: Component amplification tactor, Table 13.5-1 or Table 13.6-1 Component operating weight Height of point of attachment Component response modification factor (Table 13.5-1 or Table 13.6-1) Component importance factor (Section 13.1.3) Fp - Calc'd Fp - Upper Fp - Lower Fp - Design : Calculated Fp, Eq (13.3-1), Same units as Wp : Upper Limit on Fp, Eq (13.3-2) ,(Same units as Wp : Lower Limit on Fp, Eq (13.3-3), Same units as Wp : Fp for design purposes, Same units as Wp Predator Single Package R -410A Alr Conditioner Page: 3 Project Name: VIETNAMESE CHURCH Unit Model #: ZF150N15N2AAA5 Quantity: 2 System: ZF150N15N2AAA5 Cooling Performance Total capacity 162.3 MBH Sensible capacity 114.6 MBH Refrigerant type R -410A Efficiency (at ARI) 11.00 EER Integrated eff. (at ARI) 12.10 IEER Ambient DB temp. 95.0 °F Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 58.8 °F Leaving WB temp. 56.7 °F Part load efficiency 13.1 IPLV Power Input (w/o blower) 11.98 kW Sound power 84 dB(A) Gas Heating Performance Entering DB temp. - 60 °F Heating output capacity (Max) 144 MBH Supply air 5000 Heating input capacity (Max) 180 MBH Leaving DB temp. 86.7 °F Air temp. rise 26.7 °F SSE 80.0 % Stages 2 Supply Air Blower Performance Supply air 5000 CFM Ext. static pressure 0.6 IWG Blower speed 1269 RPM Max BHP of Motor (Including service factor) 5.75 HP Duct location Bottom Motor rating 5.00 HP Actual required BHP 4.23 HP Power Input 3.94 kW Elevation 0 ft. Drive type BELT Eiectiical Data Power supply —. 230-3-60 Unit min circuit ampacity 81.2 Amps Unit max over -current protection 100 Amps Dimensions & Weight g1 in. WI 120 in. Wth . 59 Ip , W 1 e ghi with lac ory installed options 1358 lbs. J t:learances --- Right 12 in. Front 38In. Back 36 In. `Top 72 in. Bottom 0 In. Left 36 in. y Note: Please refer to the tech guide for listed maximum static pressures S9�1 reriuFtec. W� = ?351L$ 12.5 Ton • York Predator units are manufactured at an ISO 9001 registered facility and each rooftop is completely computer -run tested prior to shipment. Unit Features • Unit Cabinet Constructed of Powder Painted Steel, Certified At 1000 Hours Salt Spray Test (ASTM B-117 Standards) • Through -the -Curb and Through -the -Base Utility Connections • Either supply and/or return can be field converted from vertical to horizontal configuration without cutting panels. • Full perimeter base rails with built in rigging capabilities • Hinged Access Panels • Slide -Out Condensate Drain Pan • Scroll Compressors • Two Stage Cooling • Solid Core Liquid Line Filter Driers • Mlcrochannel Condenser Coll • 150 MBH Output Aluminized Steel, Two Stage Gas Heat • Slide -Out Blower/5 HP Belt Drive Motor Assembly • Unit Ships with 2" Throwaway Filters with a Standard Filter Rack that will Accept up to 4" Filters • Single Point Power Connection Phase Monitor Short Circuit Current: 5kA RMS Symmetrical tandard Unit Controller: Simplicity® Control Board • An Integrated low -ambient control, anti -short cycle protection, lead -lag, fan on and fan off delays, low voltage protection, on -board diagnostic and fault code display. • Safety Monitoring - Monitors the high and low-pressure switches, the freezestats, the gas valve, if applicable, and the temperature limit switch on gas and electric heat units. The unit control board will alarm on ignition failures, safety lockouts and repeated limit switch trips. Warranty • One (1) Year Limited Warranty on the Complete Unit • Five (5) Year Warranty - Compressors • Ten (10) Year Warranty - Aluminized Steel Tubular Heal Exchangers Unitary Sales Tool v1.5.6.0 Information Is subject to change without notice. Check local codes. Printed 07/24/2013 IYORK® Predator Single Package R -410A Air Conditioner Page: 4 Project Name: VIETNAMESE CHURCH Unit Model #: ZF150N15N2AAA5 Quantity: 2 System: ZF150N15N2AAA5 Factory Installed Options ZF150N15N2AAA5 Product.Categor ;. Product Identifier: Notrilnal.Ccoling Capacity►. Heat Type and Nominal Heat Capacity: I, F N15 Voltage: ;: In"st`allatlon Options: Additional Options: Product Generatlonc 1 RC0471 - Roof Curb - 14" High, Flat, Uninsulated, Full Perimeter (Shipped Knocked Down) (135.0 lbs) 2 AA . Yar•k•Rredator�Sjnille Paokaged)R,'410A°Airipo`riditloner 11.0 EER / 12.1 IEER 150 MBH Output Aluminized Steel, Two Stage Gas Heat y a s )gh,Sttf,Be(LzDflVe'Bloti :•'i a • rowawa "`F arsx: 208/230-3-60 Microchannel Condenser Coil Phase Monitor Composite Drain Pan Field Installed Accessories , • Unitary Sales Tool v1.5.6.0 Information Is subjecl to change without notice, Check local codes, Printed 07124/201i ® Predator Page: 5 I Single Package R -410A Air Conditioner• Project Name: VIETNAMESE CHURCH Unit Model #: ZF150N15N2AAA5 Quantity: 2 System: ZF150N15N2AAA5 2F180 Consolidated Drawing r NOTES: 1. FOR OUTDOOR USE ONLY. 2. WEIGHTS SHOWN ARE FOR COOLING ONLY UNITS. TONNAGE. U N I OPERATING HEIGHT ILBS1 CENTER 0 GRAVITY LOCATION (BASE UNITI 4 PO N7 CORNER LOADS (LER) (BASE UNITI 3. MIN. CLEARANCES TO BE: 7 (BASE UNITI X Y A B C D RIGHT SIDE: 12 (3051 LEFT SIDE: 36 (9151 -32.67 ---- 12.5 TV 1253 15681 47 11193.83 25 (6351 251 [II41 280 (1271 381 (1731 341 11551 FRONT: 36 (9151 REAR: 36 09157 6.83 ---•• [829.91 ,- 12.5 211 1215 (5511 16 [1168,41 26 [660.4) 259 11181 277 [1261 351 1)591 328 11191 TOP: 72 1,18301 (173,51 BOTTOM: 0 (01 I 4. TO REMOVE THE SLIDE -OUT DRAIN PAIN. A REAR CLEARANCE OF Ui 13 55 i( 10[ r'l/l ,/n 60 in (1525 mm) IS REOUIRED. IF SPACE IS UNAVAILABLE. THE -18.00 . 1.84 DRAIN PAN CAN BE REMOVED THROUGH THE FRONT BY SEPARATING THE CORNER WALL. (151.21. 8199.31 5. FOR SMALLER SERVICE AND OPERATIONAL CLEARANCES CONTACT YOUR APPLICATION ENGINEERING DEPARTMENT. 3045- 6. DOWNFLOW DUCTS DESIGNED TO BE ATTACHED TO ACCESSORY 24.38 (619.21 A -r 6.83 ALTERNATE CONDENSATION DRAIN I [113 51 a (768.11 ROOF CURB ONLY. IF UNIT IS MOUNTED SIDE SUPPLY. IT t 10.50 16.25 IS RECOMMENDED THAT THE DUCTS ARE SUPPORTED BY ---�--- I. _ z :, I [266,71 ' [163,61 26.00 CROSS BRACES. AS DONE ON ACCESSORY ROOF CURBS. r _ =- tt 7. SIDE DUCT FLANGES ARE 0.75• HIGH. lFROH6MTG. BOTTOM DUCTS DO NOT HAVE FLANGES. FLANGE)l B.. MINIMUM CONDENSATION TRAP HEIGHT SHALL BE 1.5 TINES THE LOWEST NEGATIVE STATIC. 9. DIMENSIONS INC 1 ARE IN MILLIMETERS OR KILOGRAMS. LEFT 721.50 u[698,5) x i 0 24.00 P. (609,61, L Y - - lil'i 'S ull' i' rllllrlr r,m Ii.l iJlll '^5'11=' ' (A63,61 Ilk �( __ " II 28 1111.61 Pil 25 10. OPTIONAL COIL GUARDS, POWER EXHAUST. GAS HEAT. - L _=�� ECONOMIZER, DISCONNECT SWITCH, CONVENIENCE 4 1• (e[ �� . OUTLET. 1 ,�,( 2F.00 �'' AND BAROMETRIC RELIEF HOOD SHOWN. 20.39 [518.07 1Iliiil'11 19.14 25.11 h486;2111.I4 I_ \T [533.11 :4,^gi(iliI'M �•: Ir(jl�Tjii!•.0'uri',i�10!P :.:;.:`: y3F,�jF�� I6 06 11 -� DIRECTION OF AIRFLOW 151+:61 r. (43'• W l o CENTER OF GRAVITY ( 1 1 [] -'•---I Lr \ \\\ IFRONrO \--BOTTOM GAS -` 5 16 F 2.88 I4./1 (361,6) SUPPLY ENTRY 02.0 (50.81 (131.11 (73.21 18-39 1416.41 _ 28.25 31 63 '--(IGrid( ENTRY: (111.61 1803.4) 18.06 (458,81 POWER:¢ 2.50 (63,51 18.89 CONTROL 30 00.815 (22.23) RFA AI VR WI (419,97 X (INTAKE HOOD NOT SHOWN IN THIS VIEW) OUTSIDE AIR � 676 -F, r INTAKEtOPT OODAL) 119.50 u 58.09 [3035,31 ` A I - 7Vt [147 .5T G.� f 4 oisconmECT 511FCn COYE6 •I•T P r- ' 25c 2 ECONOMIZER . (OPTI N6L1' '' P01C8 ENTRY 02.50 163.51, G. Fll(EBI. . AT INLET -� BLOWER ACCESS =° '• (653.31 `- ACCESS COlW6C3509 'CIL CIL PARA/ CONTROL ENTRY 00.615 (22.271 A[CES'r � • _ - O/ 50 15 ACCESS - PORI ENTRY 0 2.50 (63.51 _t.,.. (1289.1] -\K> -_-- _ .8. Ittl ��L��r HEAT SECTION I =_ �` � � •• CCM ....1 1� _ CONVENIENCE OUTLET COVE, IOPTI ONALI� AAONETRIC RELIEF HOOD/ 1 21.19 II 38 D POWER EXHAUST POWER EXHAUST CONYEAIENCf OUTLET(289,1) (OPTIONAL) (OPTIONAL) P08E9 ENTRT 00.875 122.23) I FFT VIFW 27.3i (538.21 (693,61 SEE DETAIL A FOR DRAIN LOCATION --EXHAUST FLUE 59.00 r [1198,67 cl I -102- "OIL GUARD 3/4' FPT� 1 89.00 - D F8(ifT VIEW (OPTIONAL) ��n:AIlin, (2260,61 FRONT VIEW • '17 5 32 amilii (OPTIONAL FRONT COIL GUARD NOT SHOWN IN THIS VIEW) t.t ;4?,�( /�+• 6 �4�v 1t -� I- = �,9-1 (135,01Pref(51-G t1a}- �' �. r(�� 13Sb� x G�,y?� .s 2�v� /�jl`l?� - �lo�# r3'TAIL Q �q2' u Pl.((- z OK, Unitary Sales Tool v1.5.6.0 Information i9 subject to change without notice. Check local codes. Printed 07/24/2073 UM YORK' Predator Single Package R -410A Air Conditioner Page: 6 Project Name: VIETNAMESE CHURCH Unit Model #: ZF150N15N2AAA5 Quantity: 2 System: ZF150N15N2AAA5 ZF078-150 Typical Component Location Cooling With Gas Heat Simplicity• control board w/screw connector for T stat Disconnect location wiring and network connections (optional disconnect switch) TermInal block for hi -voltage conneclloit Second model nameplate Inside hinged access panel Dual stage cooling for maximum comfort Filter access (2" or 4" options) Filter drier (solid core) Condenser section V Slide -out motor and I blower assembly for easy adjustment and service Belt -drive blower motor VFD Location (optional) Compressor #2 access (high - efficiency compressor w/crankcase heater) Power ventor motor 20 -gauge alumi- zed steel tubular eat exchanger for long life (stainless steel option) Two-stage gas heating to maintain warm, comfortable temperature Intelligent control board for safe and efficient operation Base rails w/forklift slots (three sides) and lifting holes Roof curbs in eight- and fourteen -Inch heights. Roof curbs for transitioning from York SunlineTM footprint to the ZF/ZR Series footprints are also available (field installed accessory) Slide -out drain pan with steel 3/4" NPT, female connection Toolless door latch Side entry power and control wiring knockouts Compressor #1 access (high -efficiency compressor w/crankcase heater) Unitary Sates Tool v1.5.6.0 Information Is subject to change without notice. Check local codes. Printed 07/24/2013 p'g'g•in loot sues Aeiiun Typical ZF2R150 Cooling Unit with Gas Heat 230 Volt Wiring Diagram a N _. -- Z 3 �. < m 3 � Li hl114 Cz MI • I b 1'C I 0 1 L r • 1 t I 4 1 1 I L i C COOLING UNIT WITH GAS .c57.45,-pip ,,. �•D _.,......48:1„..., Dt l ELEMENTARY DIAGRAM o 1. ■.MI,- JLL LlsiT '.p '•aTL.r1o.YLat bOT[ 1UiA [�, S. C.C., tlUt•1.) r .400. 1.000:.00....1.013.. a FSI 1 ■Ila c cr a '�}+ �-�vl-mac.• < v``L•.. Loa w s PAM l em nl'NATI _ QE l(lal, PAP MTp r 'SaC Ire¢• [L [p�flOtiP' 1017 Itl L DYTLLT nyr, .R *cavil, --p�al)xrre- PURL 4eLa 'tw a .r c.:---1."."-CA - V ) 6 44.1,-,Q.1�a I J11) r .-.. Iale SIC Pat rrvry pwvs7 v11D.lL• - Pit -•'-• MS.I (• I S MI. CIAYa[AS7 Ytartl 1£11 .OIC 31 USA {•tit LI,D{rryy(•ae'](f`Crat. 1000•. ra 10111 4., Iter. Lsl+.tal <l[[ mtltr Ixrleatl;r SA] .1170.. 011C1a.W. LIR 11 t 0PTl 1 ]L]L aS i ajrJ K1[Cra... s1 ••1 •0.1106.1-0..004,01 sips. r •11 Flt T. 101 ..1 N. 1 rJL C■. Ya1R rL0f1 : .--ili,ta-{ialR•a0<cj'}1-.4 K'1 •--(,- I 7D _-a /K) ` ti_ Ni T Ns tuo. t KOa" 00 SC rJllra011eL T.0J..1. lt..4 S ..1111 J' TLL• r ], ;On. 7�tI a[[. !111101 is Cs tL11�1 �)•r Cr1 .._. I rIIIfR�IH I}[.�J•.}q,i {[lt`"(012111 • I I CDU.11 Era 01500!1107 101 it..' .t . Oft 1 TTN 01010.• C1 r0. Ins COO WII 1.11 YY•t0.. RLL!• .Lull ind,. K 005'..1 sl I US IIh JT. •[L csitmk carom 104015.11 53rr1: 1a(t(T no0'mn C•IA, :!/0014 t 1. {{'a,� ■1R.et '�\�-Laa.TF� • . ,. .. 1 c It a C. NI-a Kra 070304 /tt SSM' fOL•[rInLL.CW.LC'.n• 1•r L<9Rp. fl"t T.L■ROSIAT. LOW CVA tr.& 1 r i '"'-' LOW • 1010 M R. y{�t[C(tc `•1 )O/ra 1 I Tat 0, 0a. sal)c nIYL cL -/1100, ttY; Irl■I I�■�Vi___ ___.7(a_ h Cn 1•t SOUL.. hi. Elam"( ]la/.h LO<J7i/r '1001 OY. )ar i }r,Ol 1� comm. ICIlilO. L. 141 111!11 •' )OAf 11�{�y0p cgs 10.. .Wr•[yl R .4r. WOO. f•0 101. I ;Ir.`1K. /01/.11 IO101 [1Wfr .. hx tr0 Ilah �l '�1 • •{ •' 1 • ��©•I . 1]Jr '�� a 3 at::: IOY:Y rOiW. 1 00l lTJl••J .00A t/ lL'0 ( CTIO.: �! Yt1C[ 770100 .0'Eas. W r W to L.I.r 0•ITCR. L. IK ISTIC 1 IJi•1t0 . yp.1l. 1101. ]<I, j�l(( OL Clp a3 ...CIL 1...10 .1 1.00RLLI tie. f,NY T.1ik it. 44 MIMI ta.e--a)---•Yi Lr-• at // `\ C7 Mites Cul•KCid: ��oALLilricrai--:0)I�i011iL i..1K.0Ri YORK® Predator Single Package R -410A Air Conditioner Page: 8 Project Name: VIETNAMESE CHURCH Unit Model #: ZF150N15N2AAA5 Quantity: 2 System: ZF150N15N2AAA5 1RC0471 Roof Curb Dimensions RIGHT 80-5/8 INSULATED DECK UNDER CONDENSER SECTION 20 2 TYP. 50-1/2 INSULATED DECK UNDER COMPRESSOR SECTION FRONT DUCT SIZES: Return 19.5 x 29.5 Supply 19.5 x 29 ROOF OPENING: 46 Long 30 Wide * Supply and Return Air (Including duct support rails) as shown, are typical for bottom duct applications. For location of horizontal duct applications (On rear of unit), refer to Unit Dimensions details. 1RC0471 Roof Curb Dimensions Unitary Sales Tool v1.5.0.0 Informallon is subject to change without notice. Check local codes. Printed 07124/2013 IL GROSS STRUCTURAL ENGINEERS 23914 56th Ave West Mountlake Terrace, WA 98043 Project Title: Vietnamese Martyrs T.I. Engineer: VM Project ID: Project Descr: T.I. and Partial Seismic Upgrade Printed: 14 OCT 2013. 10:38AM ASCE Seismic Demands on Nonstructural Components Lic. # : KW -06002858 Seismic Demands on Nonstructural Components per ASCE 7.05 Section 13.3.1 File = vM5AQ92-EITLXHRA-RITLXHRA-R.EC6 ENERCALC. INC. 1983-2013, Build:6.13.8.31, Ver:6.13.8.31 Licensee : I.L. GROSS STRUCTURAL ENGINEERS h = 14.0ft= 0.9610 Description : Mechanical Unit Seismic Loads ap = 2.50 WP 1.36 z= 14.00ft R p = Fp Upper Limit = 2.09 Fp Calc'd : Components = Fp Lower Limit = 0.39 6.00 I p = 1.00 z/h : Actual = 1.00 z/h Design = 1.00 0.65 Fp DESIGN : Components = 0.65 ap Wp Z R Ip: Component amplification factor, Table 13.5-1 or Table 13.6-1 Component operating weight Height of point of attachment Component response modification factor (Table 13.5-1 or Table 13.6-1) Component Importance factor (Section 13.1.3) Fp - Calc'd Fp - Upper Fp - Lower Fp - Design Calculated Fp, Eq (13.3-1), Same units as Wp Upper Limit on Fp, Eq (13.3-2) ,(Same units as Wp Lower Limit on Fp, Eq (13.3-3), Same units as Wp Fp for design purposes, Same units as Wp • I.L. 1..71W00 011[UI, I UIV%L GIVUIIVCCM0 23914 56th Ave West Mountlake Terrace, WA 98043 Project Title: Vietnamese Martyrs T.I. Engineer: VM Project ID: Project Descr: T.I. and Partial Seismic Upgrade Multiple Simple Beam Lic. # : KW -06002858 Description : Mechanical Supports Printed: 14 OCT 2013,10:58M4 File= v: k5A092-EITLXHRA-RITLXHRA-REC6 ENERCALC, INC. 1983-2013, Build:6.13.8.31, Ver..8.13.8.31 Licensee : I.L. GROSS STRUCTURAL ENGINEERS Wood Beam Design : cross support beams BEAM Size : Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-05 Wood Species : Fb - Tension Fb -Compr Applied Loads 3.5x9, GLB Fully Unbraced Using Allowable Stress Design with ASCE 7-05 Load Combinations, Major Axis Bending DF/DF Wood Grade : 24F - V4 2,400.0 psi Fc - Prll 1,650.0 psi Fv 265.0 psi Ebend- xx 1,800.0 ksi Density 32.210 pcf 1,850.0 psi Fc- Perp 650.0 psi Ft 1,100.0 psi Eminbend -xx 930.0ksi Beam self weight calculated and added to loads Unif Load: Lr = 0.0250 k/ft, Trib= 1.0 ft Point: D = 0.40 k @ 4.50 ft Point: E = 0.2050 k @ 4.50 ft Design Summary Max fb/Fb Ratio = 0.150. 1 fb : Actual : 356.40 psi at 4.500 ft in Span # 1 Fb : Allowable : 2,382.12 psi Load Comb : +D+0.750Lr+0.750L+0.5250E+H Max fv/FvRatio = 0.063: 1 fv : Actual : 16.73 psi at 8.280 ft in Span # 1 Fv : Allowable : 265.00 psi Load Comb : +D+0.750Lr+0.750L+0.5250E+H Max Reactions (k) 12 L 1 WE Left Support 0.23 0.11 0.10 Right Support 0.23 0.11 0.10 Lr(T50) 9.0 5, 3.5x9 Max Deflections li Downward L+Lr+S 0.010 in Downward Total Upward L+Lr+S 0.000 in Upward Total Live Load Deft Ratio 11140 >360 Total Deft Ratio 0.054 in 0.000 in 1995 >240 Wood Beam Design : ex. glulam with load BEAM Size : 6.75x34.5, GLB, Fully Braced Using Allowable Stress Design with ASCE 7-05 Load Combinations, Major Axis Bending Wood Species : DF/DF Wood Grade : 24F - V4 Fb - Tension 2,400.0 psi Fc - PrIl 1,650.0 psi Fv 265.0 psi Ebend- xx 1,800.0 ksi Density 32.210 pcf Fb - Compr 1,850.0 psi Fc - Perp 650.0 psi Ft 1,100.0 psi Eminbend - xx 930.0 ksi Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-05 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0170, Lr = 0.0250 k/ft, Trib= 16.0 ft Point: D = 0.40, E = 0.2030 k @ 7.0 ft Point: D = 0.40, E = 0.2030 k @ 14.50 ft Point: D = 0.230, Lr = 0.1110, E = 0.2030 k @ 14.50 ft Point: D = 0.230, Lr = 0.1111, E= 0.2030 k @ 7.0 ft Design Summary Max fb/Fb Ratio = 0.873. 1 fb : Actual : 1,940.92 psi at 23.520 ft in Span # 1 Fb : Allowable : 2,224.24 psi Load Comb : +D+Lr+H Max fv/FvRatio = 0.350: 1 fv : Actual : 106.66 psi at 0.000 ft in Span # 1 Fv : Allowable : 304.75 psi Load Comb : +D+Lr+H Max Reactions (k) 1. Li Left Support 8.76 9.77 Right Support 8.06 9.65 ;3 W E 0.63 0.18 m. ,�,��. D(0.2720) Lr(0.40) 48.0 fl, 6.75x34.5 Max Deflections Downward L+Lr+S Upward L+Lr+S Live Load Defl Ratio 1.168 in Downward Total 2.226 in 0.000 in Upward Total 0.000 in 493 >360 Total Defl Ratio 258 >240 • Fasteners & Quik Drive®Systems The Simpson Strong Tlee Strong-Drive®screw (SDS) is a W diameter structural wood screw ideal for various connector Installations as well as wood -to -wood applications. It Installs with no predrilling and has been extensively tested In various applications. The new SDS is improved with a patented easy driving 4CUT" tip and a corrosion resistant double -barrier coating. The SD8 #8x1'/.' wafer head screw is ideal for miscellaneous fastening applications. The needle point ensures fast starts and deep #2 Phillips drive reduces cam -out and stripping. SDS FEATURES: • The patented 4CUT tip has a square core and serrated threads to reduce installation torque and make driving easier with no predrilling and minimal wood splitting. • A double -barrier coating finish provides corrosion resistance equivalent to hot -dip galvanization. Now one screw can handle interior, exterior and certain pressure -treated wood applications (see Corrosion Information on page 14-15 for more information). • W hex washer head is stamped with the No -Equal sign and fastener length for easy identification after installation. MATERIAL: Heat-treated carbon steel, Type -316 stainless steel FINISH: SDS—Double-barrier coating. SDS screws may also be available yellow zinc dichromate or HDG (Not all sizes are available in all coatings - Contact Simpson Strong -Tie for product availability and ordering information) SD8x1.25—Electro Galvanized. CODES: See page 13 for Code Reference Key Chart. WARNING: Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments. Accordingly, the SD8x1.25 should be used In dry, Interior, and noncorrosive environments only. SIMPSON Strong -Tie A Identification on all SDS screw heads (SDS'Wx3' shown) SDS 1/4"x3" U.S. Patent 6,109,850; 5,897,280; 7,101,133 SD8x1.25 (Not for structural applications - see note 8) The 4CUT tip reduces Installation torque and makes driving easier. These products feature additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. SOS and SD Wood Screws Size (in.) Model No. Thread Length 0 (in.) Fasteners per Carton° DF/SP Allowable Loads' SPF/HF Allowable Loads' Code Ref. Shear (100)' Withdrawal' (100) Shear (100) Withdrawal' (100) Wood Side Plate' Steel Side Plate Wood S de Plate' Steel Side Plate 1W 1'Y" SCL 16 ga 14 ga & 12 ga 10 ga or Greater Wood or Steel Side Plate 1 , „ 1%" SPF LVL 16 ga 14 ga & 12 ga 10 ga or Greater Wood or Steel Side Plate %:x 11/4 SD8x1.25' — — — — 50 50 50 — — — 45 45 45 — 170 % x1'/: SDS25112 1 1500 — — 250 250 250 170 — — 180 180 180 120 15, L1, F20 '/ x 2 SDS25200 1% 1300 — — 250 290 290 215 — — 180 210 210 150 % x 2% SDS25212 1% 1100 190 — 250 390 420 255 135 — 180 280 300 180 % x3 SDS25300 2 950 280 — 250 420 420 345 200 — 180 300 300 240 % x 3'% SDS25312 2% 900 340 340 250 420 420 385 245 245 180 300 300 270 % x 4% SDS25412 2% 800 350 340 250 420 420 475 250 245 180 300 300 330 x 5 SDS25500 2% 500 350 340 250 420 420 475 250 245 180 300 300 330 %x 6 SDS25600 3% 600 350 340 250 420 420 560 250 245 180 300 300 395 % x8 ' SDS25800 3% 400 350 340 250 420 420 560 250 245 180 300 300 395 Stainless -Steel SOS Wood Screws Size (in.) Model No. Thread Length (In.) Fasteners per Carton" DF/SP Allowable Loads' SPF/HF Allowable Loads' Code Ref. Shear(100) Withdrawal' (100) Shear(100) Withdrawal° (100) Wood Side Plate Steel Side Plate Wood Side Plate Steel Side Plate 1'/" 1% SCL 16 a 0 14 ga & .12 ga 10 ga or Greater Wood or Steel Side Plates 1'/" 1%" SCL 16 a g 14 ga & 12 ga 10 ga or Greater Wood or Steel Side Plates % x 1% SDS25112SS 1 1500 — — 250 250 250 - 170 — — 180 180 180 120 15, Li, F20 '/ x 2 SDS25200SS 1% 1300 — — 250 290 290 215 — — 180 210. 210 150 '/ x 2/ SDS25212SS 1 % 1100 190 — 250 390 420 255 135 — 180 280 300 180 ''/x3 SDS25300SS 2 950 280 — 250 420 420 345 200 — 180 300 300 240 1/4 x3'r .SDS25312SS 21/2 900 340 340 250 420 420 385 245 245 180 300 300 270 1. Screws may be provided with the 4CUT or Type 17 tip 2. SDS screws Install best with a low speed'' h' drill with a 35' hex head driver. 3. All applications are based on full thread penetration In o the main member. For other wood side plate values, see Fastening Systems catalog (C -FS). 4. Allowable loads are shown at the wood load duration actor of Co=1.00. Loads maybe increased for load duration per the build ng code up to a Co=1.60. 5. Withdrawal loads shown are in pounds (lbs.) and are based on the entire threaded section Installed Into the main member. If th ead penetration Into the main merpber is less than the Thread Length as shown In the table, 26 reduce allowable load by 172 lbs. x inches of thread not In main member. Use 121 lbs./Inch for SPF. 6. Fasteners per Carton represent the quantity of screws which a e available In bulk packaging. Screws are also available in mini bulk and retail packs. Refer to Simpson Strong -Tie® List Price book, Contact Simpson Strong -Tie for,more Information. 7. LSI wood -to -wood applications that require 4W, 5', 6' or 8' SDS screws are limited to Interior -dry use only. 8. SD8x1.25 requires 34' minimum penetration. DO NOT USE SD8x1.25 wood screws with structural connectors unless specified and staled in this catalog. 9. Where predrilling is required for SOS, predrill diameter is V32". 10. Minimum spacing edge and end distance requirements are listed in ICC -ES ESR -2236. F■III.TI www.hlltl.us Profis Anchor 2.3.3 Company: I.L. Gross Structural Engineers Specifier: VM Address: 23914 56th Ave West Phone I Fax: 206-623-0769 E -Mail: victorm©Ilgross,com Page: 1 Project: Vietnamese Martyrs Sub -Project I Pos. No.: Mech'L Unit Support Date: 10/14/2013 Specifier's comments: 1 Input data Anchor type and diameter. HIT-HY 150 MAX -SD + HAS 314 Effective embedment depth: hefupl = 3.500 in. (Norm = 4.250 in.) Material: 5.8 Evaluation Service Report:: ESR 3013 Issued I Valid: 4/1/2010 1 4/1/2012 Proof: design method ACI 318 / AC308 Stand-off Installation: e0 = 0.000 In. (no stand-off); t = 0.500 In. Anchor plate: Ix x ly x t = 20.000 In. x 20.000 in. x 0.500 In.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 3000, fc' = 3000 psi; h = 8.000 in., Temp. shorUlong: 32/32 °F Installation: hammer drilled hole, installation condition: dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [In.] 8 Loading [lb, In.lb] z r� I Input data and results must be checked for agreement with the existing condllons and for ptausibailyl PROFIS Anchor ( c ) 2003-2009 HMI AG, FL -9494 Schoen Hilti is a registered Trademark of Hilt' AG, Srhaan www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 1■■111-'T1 Profis Anchor 2.3.3 I.L. Gross Structural Engineers VM 23914 56th Ave West 206-623-0769 victorm©ilgross.com Page: Project: Sub -Project I Pos. No.: Date: 2 Vietnamese Martyrs Mech'L Unit Support 10/14/2013 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [ib] Tension force: (+Tension, -Compression) Anchor 1 2 3 4 Tension force 0 0 0 0 Shear force 150 150 150 150 Shear force x 150 150 150 150 max. concrete compressive strain: -196] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.00010.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension load Steel Strength* Bond Strength" Concrete Breakout Strength** N/A anchor having the highest loading **anchor group (anchors In tension) Load Nu, [Ib] N/A N/A Shear force y 0 0 0 0 Capacity " [Ib] N/A N/A N/A Utilization p = N0,I$Na N/A N/A N/A Status N/A N/A N/A Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor (c )20032009 KW AG, FL -9494 Schaan Hliti Is a registered Trademark of FGill AG, Schaan www.hiltl.us 1■■11`Tu Profis Anchor 2.3.3 Company: Specifier: Address: Phone I Fax: E -Mail: I.L. Gross Structural Engineers VM 23914 56th Ave West 206-623-0769 victorm@ilgross.com Page: Project: Sub -Project I Pos. No.: Date: 3 Vietnamese Martyrs Mech'L Unit Support 10/14/2013 4 Shear load Load Va, [Ib] Steel Strength' 150 Capacity 4,V„ [lb] Utilization (i<r = Vua/+V„ Status Steel failure (with lever arm)* N/A Pryout Strength (Concrete Breakout 600 Strength controls)" Concrete edge failure in direction " N/A • anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength Vsa = (n 0.6 Asv tma) Vsteel 2 Vue Variables n 1 Calculations V. [Ib] 14550 Results V. [lb] 14550 refer to ICC -ES ESR 3013 ACI 318-08 Eq. (D-2) Ase,v [in?] talo [psi] (n 0.6 Asa,v tufa) [Ib] 0.33 +steel 0.600 72500 V„ [Ib] 8730 4.2 Pryout Strength (Concrete Breakout Strength controls) Vvo - RA—Not))Wee,N Wed,N We WW.N Nb] 4) Vex) 2 Vua ANG see ACI 318-08, Part 0.5.2.1, Fig. RD.5.2.1(b) Ar.ko 9 h!f 1 to" =1 51.0 3 her We4N=0.7+0.3 (�a_hmern)51.0 1.5 Wcp.N = MAX(C,—'„a„ 1.5herl 51.0 caG ' cac Nb =keX his Variables kw 2 Wc,N 1.000 Calculations ANG (In.2[ 272.25 Results Veep [Ib] 30111 14550 Vue [Ib] • 150 ACI 318-08 Eq. (D-31) AC1 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) her [in.] ee1,N [In.] ec2N [in.] 3.500 0.000 0.000 Cae [in.] kc X. 6.679 17 1 Awe [in 2] yrecl,N Wec2,N 110.25 1.000 1.000 8730 N/A 21078 N/A ca,ndn [In.] 15.000 fc (psi] 3000 �ewrcreta Vepo [lb] V. [Ib] 0.700 21078 600 ‘red,N 1.000 Wcp,N 1.000 2 OK N/A N/A 3 OK N/A N/A Nb [Ib] 6097 Input data and results must be checked for agreement with the existing conditions and for plausibility! • PROFIS Anchor (c) 20032009 Hilt AG. FL -9494 Schaan Hilt Is a registered Trademark of Hilt AG. Schaan www.hlltLus I�i11�T1 Profis Anchor 2.3.3 Company: Specifier: Address: Phone I Fax: E -Mail: I.L. Gross Structural Engineers VM 23914 56th Ave West 206-623-0769 victorm@ilgross.com Page: Project: Sub -Project I Pos. No.: Date: 4 Vietnamese Martyrs Mech'L Unit Support 10/14/2013 5 Warnings To avoid failure of the anchor plate the required thickness can be calculated In PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate Is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Condition A applies when supplementary reinforcement is used. The factor Is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement Is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions The present version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. Refer to the ICC -ES Evaluation Service Report (e.g. section 4.1.1 of the ICC -ESR 2322) for details. Checking the transfer of loads Into.the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! Fastening meets the design criteria! Input data end results must be checked for agreement with the existing condtions and for plausibility) PROFIS Anchor (c) 2003.200919111AG, FL -9494 Schaan Iiilti Is a registered Trademark o1 FUIU AG, Schwan www.hilti.us 1■■III�TI Profis Anchor 2.3.3 Company: Specifier: Address: Phone I Fax: E -Mail: I.L. Gross Structural Engineers VM 23914 56th Ave West 206-623-0769 I victorm©ilgross.com Page: Project: Sub -Project i Pos. No.: Date: 5 Vietnamese Martyrs Mech'L Unit Support 10/14/2013 6 Installation data Anchor plate, steel: - Profile: no profile; 0.000 x 0.000 x 0.000 in. Hole diameter in the fixture: dr = 0.813 In. Plate thickness (Input): 0.500 in. Recommended plate thickness: not calculated Cleaning: Premium cleaning of the drilled hole is required A 10.000 y Anchor type and diameter: HIT-HY 150 MAX -SD + HAS, 3/4 Installation torque: 1200.002 In.ib Hole diameter in the base material: 0.875 in. Hole depth in the base material: 3.500 in. Minimum thickness of the base material: 5.250 in. 10.000 03 01 0 4 0 0 0 0 0 0 0 0 0 02 t0 0 0 7.000 6.000 7.000 Coordinates Anchor In. Anchor x y c.x cox c1, �'Y 1 -3.000 -3.000 15.000 2 3.000 -3.000 21.000 3 -3.000 3.000 15.000 4 3.000 3.000 21.000 • 0 0 0 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c) 2003.2009 Hill] AG. FL -9494 Schaan Hint Is a registered Trademark of Hill] AG, Schaan www.hilthus 1■■11`TI Profis Anchor 2.3.3 Company: Specifier: Address: Phone I Fax: E -Mail: I.L. Gross Structural Engineers VM 23914 56th Ave West 206-623-0769 victorm@ilgross.com Page: Project: Sub -Project I Pos. No.: Date: 6 Vietnamese Martyrs Mech'L Unit Support 10/14/2013 7 Remarks; Your Cooperation Duties Any and all information and data contained In the Software concern solely the use of HOU products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put In. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. HU will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hill AG, FL -9494 Schaan HMW Is a registered Trademark of HIM AG, Schaan • PROJECT MEMORANDUM Date: 31 October 2013 To: Daniel Nguyen Vietnamese Martyrs Church Tukwila WA Fr: Victor Martinez, P.E. I.L. Gross Structural Engineers Re: Permit # M13-185 Permit Correction Notice #1 I.L. GROSS STRUCTURAL, ENGINEERS This letter contains our responses to the review comments made by Allen Johannessen on the Correction Notice dated October 23, 2013. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp - seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. Please see revised stamped 11x17 drawings sheets for the support of the new mechanical units. 1. The engineers calculations provided reference compliance with 2009 /BC. Revised calculations to show design criteria and components comply with current 2012 /BC. Please see attached revised calculations for updated design criteria for the 2012 IBC. 2. The engineers design sheet 5R-1 shows the new beam reinforcement members. However the hardware and fasteners including spacing of fasteners are not Mown or specified Only manufactures fasteners info sheets are provided which is not sufficient for inspection purposes. Provide additional details that clearly show type of fasteners with fastener spacing and location for the new structural members. Also specify beam connecting hardware with the details. Please see attached revised 11x17 plans and details for the support of the new mechanical units including connection hardware. We have done further discovery in the building and found that the existing Glulam girders are larger than previously assumed. Therefore, no additional reinforcing is required at these beams. See revised calculations for a design check of the existing beam with new loads from the mechanical units. REacatsgae revised drawings for beam connection hardware. CITY OF TUKWILA CORRECTION �— I113-105 NOV 0 7 2013 PERMIT CENTER 23914 56- Ave W. - Suite # 200 Mountlake Terrace, WA 98043 Ph. (206) 623-0769 • (425) 640-7333 November 4, 2013 Jeffrey Brant 5108 D Street NW Auburn, WA 98104 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Mechanical Permit Application Number M13-185 Church of the Vietnamese Martyrs — 6801 S 180 St Dear Mr. Brant, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, Jenn 'er 4,QA, fer Marshall it Technician File No. M13-185 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Church of the Vietnamese Martyrs Permit #: M13-185 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The engineer's calculations provided reference compliance with 2009 IBC. Revised calculations to show design criteria and components comply with current 2012 IBC. 2. The engineer's design sheet SR -1 shows the new beam reinforcement members. However the hardware and fasteners including spacing of fasteners are not shown or specified. Only manufactures fasteners info sheets are provided which is not sufficient for inspection purposes. Provide additional details that clearly show type of fasteners with fastener spacing and location for the new structural members. Also specify beam connecting hardware with the details. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. October 8, 2013 Jeffrey Brant Emerald Aire Inc 5108 D St NW Auburn, WA 98001 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Incomplete Letter #1 Mechanical Permit Application M13-185 Church of the Vietnamese Martyrs — 6841 S 180 St Dear Mr. Brant, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 03, 2013 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433-7163 if you have 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 (only the updated/changed sheets), 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. Sincerely, Bill Rambo Permit Technician Enclosures File: M13-185 W: (Permit CenterlIncomplete Letters12013IM13-185 Incomplete Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: October 8, 2013 Project Name: Church of the Vietnamese Martyrs Permit #: M13-185 Plan Review: Allen Johannessen, Plans 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. WSEC & Commissioning Notes: on the front sheet refer to codes and procedures that no longer exist and have changed with the new 2012 WSEC. Please revise codes and tables if necessary to show compliance with the current 2012 WSEC. 2. New mechanical equipment to be installed on the roof exceeding 400 pounds shall require an engineer's analysis for the roof structure with calculations to show the roof structural members are sufficient for the combined loads imposed by all the mechanical equipment. Provide engineer's calculations with structural details if necessary for upgrades to the roofs structural members. In addition, details shall show how units secure to the curbs to resist wind and seismic loads. All engineer's documents shall be original wet stamped and signed by the engineer. (IMC 106.3.1, 301.12, Section 302, IBC 1604.4 & 1606.2) 3. New gas piping for the new RTU's shall require a separate plumbing permit. Piping size and length dimensions shall be shown and shall include calculations for the sizing of gas pipes for the BTU demand of the RTU's. (For information only, no response required under this permit.) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. 1ERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-185 DATE: 11-07-13 PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS SITE ADDRESS: 6841 S 180 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural n n Planning Division Permit Coordinator n I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 1-12-13 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12-10-13 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-185 DATE: 10-17-13 PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS SITE ADDRESS: 6841 S 180 ST Original Plan Submittal Response to Correction Letter # Revision # After Permit Issued X Response to Incomplete Letter # 1 DE�PA T n N S: �� `o•21),c3 Building Lion iF re Prevlen`tion III Public Works Structural Planning Division Permit Coordinator 111 • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-22-13 Complete lYj Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: CI APPROVALS OR CORRECTIONS: Approved DUE DATE: 11-19-13 Approved with Conditions n Not Approved (attach comments) y Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2-28-02 t toL f, Bldg, Fire 0 Ping 0 PW 0 Staff Initials: PERMIT COORD COPY 1111� PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-185 DATE: 10/03/13 PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS SITE ADDRESS: 6801 S 180 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention Public Works Structural • Planning Division 111 nPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/08/13 Complete ri Incomplete Not Applicable 111 Comments: Permit Center Use Only j( INCOMPLETE LETTER MAILED: L d' LETTER OF COMPLETENESS MAILED: rA Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ❑ REVIEWER'S INITIALS: DATE: Structural Review Required n No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 11/05/13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: II)7I l3 Plan Check/Permit Number: M13-185 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Church of the Vietnamese Martyrs Project Address: 6801 S 180 St Contact Person: ,3e1f -.6b11/14- Phone Number: 253- g < 2 SC6 Summary of Revision: tkb i I c )-t eCe-I o i �kGce-fe 0 l;a ✓ice � 201 4• -6 uJet+ ., Iv iAcQ L cees-I-Pef.9 « ® e` rl cot wo,f a en -v of: Yi.1 A WIL 4 OV .0 7 2013 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on G 1--7-- C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc 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 'SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: o/iol 15 Plan Check/Permit Number: M13-185 ® 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: Church of the Vietnamese Martyrs Project Address: 6841 S 180 St Contact Person: J vvf- Summary of Revision: \442d RECENED CITY O►ILA UCT ..1 '7 2013 ?EMIR CENTER Phone Number: -253&7 ^5C6S Pah Win f -ham "20)2 gne` y O 7ke.� Sas p►pro`y rn�`� sem% fe C Dde Stec.% v� c-� _s-{(im 5r n edd S u ircr c� 1s Sheet Number(s): 00. 0 C2 -4c a i1 d IGS A r4 r/i 2, k Cil 1041: ,b 11 5 "Cloud" or highlight all areas of revision including date ofrreUxis• n ,.....v 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: Contractors or Tradespeople Peer Friendly Page I General/Specialty Contractor A business registered as a construction contractor with LEt1 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. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company EMERALD AIRE INC 2538725665 5108 D Street Nw Auburn WA 98001 King Corporation UBI No. Status License No. 600591552 Active EMERAAI055BL License Type •Construction Contractor Effective Date 1/13/1995 Expiration Date 4/1/2015 Suspend Date Specialty 1 General Specialty 2 Unused er Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SOUNDAI1580W SOUND AIR INC Construction Contractor General Unused 9/16/1985 8/15/1995 Archived Business Owner Information Name Role Effective Date Expiration Date HAPPE, DOUGLAS A President 01/01/2000 Bond Amount RIDGE, JOHN PATRICK Vice President 01/01/2000 1977929 RICHARDS, RON Secretary 01/13/1995 06/01/2000 TREMAINE, DAVIS WRIGHT Agent 01/13/1995 12/31/1999 DUPUIS-FRICKE, LINDA President 01/13/1995 12/31/1999 HAPPE, DOUGLAS A President 01/13/1995 12/31/1999 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 THE HANOVER INSURANCE COMPANY 1977929 01/01/2011 Until Cancelled $12,000.00 01/06/2011 3 INS CO OF THE WEST 1352839 10/18/2001 Until Cancelled 01/01/2011 $12,000.00 03/29/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 American Fire Et Casualty Co BKA145546013604/01/2013 04/01/2014 $1,000,000.0003/27/2013 17 Continental Western Ins Co CWP243447629 04/01/2012 04/01/2013 $2,000,000.00 03/27/2012 16 Continental Western Ins Co CWP2434476 04/01/2011 04/01/2012 $1,000,000.00 03/08/2011 15 Continental Western Ins Co CWP2434476 04/01/2010 04/01/2011 $1,000,000.00 03/29/2010 14 Continental Western Ins Co CWP2434476 04/01/2009 04/01/2010 $1,000,000.00 03/20/2009 13 CONTINENTAL WESTERN INS CO CWP2434476 04/01/2008 04/01/2009 $1,000,000.00 03/18/2008 12 CONTINENTAL WESTERN INS CWP2434476 04/01/2007 04/01/2008 $1,000,000.00 03/09/2007 httns://fortress.wa. i?ov/lni/bbip/Print. aspx 11/19/2013 V \ A V C' GENERAL INFORMATION PROPERTY TAX NO.: 3623049087 LEGAL DESCRIPTION: BEG AT NW COR SEC 36TH S 01-18-01 W COR OF GL 4TH S 88-04-53 E 381.81FT TH S 01-55-07W 341FT TH N 88-04-53 W 50FT TO TPOB TH S 88-04-53 E 426FT M/L TO TOP OF LEFT BANK OF GREEN RIVER TH S 07-00 E 106FT TH S 01-06 W 104FT TH S 09-12 W 106FT TH S 26-49 W 102 FT THE S 47-21 W 103FT TH S 60-15 W 4OFT TH S 74-35 W 60FT TH W 106FT TH N 67-30 W 107FT TH N 26-19 W 104FT TH N 20-22 W 103FT TH N 21-54 W 105FT TH N 32-38 W 116FT TH N 44-04 W 35TH M/L TAP FR WH TPOB BEARS S 70-20-07 W TH N 70-20-07 E 220FT M/L TO TPOB TGW ESMTS TGW UND INT IN PRIVATE RD ADJ FOR ASSESSMENT PURPOSES PROJECT LOCATION: 6801 S, 180TH STREET TUKWILA, WA 98188 PROJECT DESCRIPTION: (2) NEW ROOFTOP UNITS TO SERVE A NEW WORSHIP FACILITY HVAC CONTRACTOR: EMERALD AIRE INC 5108 D STREET AUBURN, WA 98001 PROJECT MANAGER: CONTACT:JOHN RIDGE VOICE: (253) 872-5665 FAX: (253) 872-5797 GENERAL CONTRACTOR: BRODERICK ARCHITECTS 55 S. ATLANTIC STREET, SUITE 301 SEATTLE, WA 98104 KEVIN BRODERICK VOICE: 206. 682. 7525 FAX: 206. 682, 7529 INDEX: MO.0 HVAC COVERSHEET M2. 1 LEVEL 1 HVAC PLAN M2.2 ROOF HVAC PLAN GENERAL MECHANICAL: STANDARDS: EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ARL, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ASHRAE, MFPA, OTHER APPLICABLE AGENCIES AND AHJ AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY CODES: ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLENATIONAL, STATE AND LOCAL CODES AND ORDINANCES, IN CASE OF CONFLICT BETWEEN THE DRAWINGS/SPECIFICATIONS AND THE CODES AND ORDINANCES, THE MOST STRICT STANDARD (IN THE OPINION OF THE ENGINEER) SHALL APPLY. THE MECHANICAL CONTRACTOR SHALL, SATISFY CODE REQUIREMENTS & REQUIREMENTS OF THE CONTRACT DOCUMENTS AS A MINIMUM STANDARD, VICINITY MAP: APPLICABLE CODE".: 2012 IMC W/WASHINGTON STATE AMENDMENTS. 2012 IBC W/WASHINGTON STATE AMENDMENTS. 2012 WASHINGTON STATE ENERGY CODE, 2012 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. GENERAL CONTRACTOR TO PROVIDE ACCESS TO FIRE AND/OR COMBINATION FIRE/SMOKE DAMPERS, EQUIPMENT SCHEDULES RTU -1 RTU -2 MANUF YORK YORK MODEL # WSEC & COMMISSIONING NOTES: THERMOSTATS SHALL BE INTERLOCKED TO PREVENT SIMULTANEOUS HEATING AND COOLING PER WSEC 403. 2. 4. 1, 1 ECONOMIZERS SHALL MODULATE OUTSIDE AIR FROM MINIMUM TO 100% ECONOMIZER CONTROLS SHALL BE CAPABLE OF EVALUATING OUTDOOR AIR COOLING CAPACITY PER WSEC 403. 3. 1, 1 INSULATE REFRIGERANT PIPING PER WSEC, TABLE 403.2.8 SEAL DUCTWORK PER WSEC 403. 2. 7. 3 INSULATE DUCTWORK PER WSEC 403, 2. 7. 1 & 403, 2. 7. 2 COMMISSIONING PER WSEC 408 INCLUDING COMMISSIONING PLAN, SYSTEMS BALANCING, FUNCTIONAL TESTING, CONTROLS TESTING, OPERATION AND MAINTENANCE MANUALS, AND RECORD DRAWINGS, SHALL BE SUBMITTED TO OWNER ON PROJECT COMPLETION. NOT TO SCALE ZF 150N 15N2AAA5 ZF'150N15N2AAA5'. NOTES: . PROVIDE CO2 SENSOR FOR DEMAND CONTRO 2. PROVIDE WITH ECONOMIZER. 3, PROVIDE WITH SMOKE DUCT DETECTOR. CFM. 5000 5000 ROOF TOP GAS UNITS ESP ("WC) 0.6 0.6 VENTILATION. OSA. (CFM) DCV DCV HEATING ELECTRICAL I NPUT (MBH) 180 180 OUTPUT (MBH) 144 1.44 GR LLES, REGISTERS & DIFFUSERS MFR MODEL. SERVICE MATERIAL MOUNTING NOTES SWG-1 TI TUS 300RL SANTUARY STEEL DUCT I RG -1 TI TUS 350FL SANTUARY STEEL DUCT 1 NOTES: 1. SEE PLANS FOR DIMENSIONS. REVISIONS No changes shall be made to the scope . of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may iz usude additional plan review fees. AFUE 80 80 VIPH 230-3-60 230-3-60 MCA 81.2 81.2 MOCP 50 50 WEIGHT (LBS),. 1358 1358 CONTROLS; YORK YORK NOTES 1,2,3 1,2,3 SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION P:\Workina Proiects\Vietnamese Church HVAC LEGEND & ABBREVIATIONS: CFM' GRD IDENTIFIER li SIDE WALL GRILL SUPPLY GRILLE ® THERMAFUSER RETURN AIR GRILLE r Q EXHAUST GRILLE EXHAUST FAN EQUIPMENT TAG O T -STAT �D CO SENSOR D� OCCUPANCY -� L/V WIRE DUCT RUN (- ELBOW - �- ® REDUCER SIDE TAPS 90 ELBOW 4, W/ TURNING VANES nIil\*' nnn\\\ FLEXIBLE DUCT P d FILE COPY Permit SENSO Flan review approval is subject to errors and omissi Approval of construction documents doe, not alb, j� the violation of any adopted code or ordirance. Ref,.14 LT of approved F's1 Copy By Date: t ! l a l REVISIONS DESCRIPTION TUKWILA CORRECTION RESPONSE #1 DATE 0 0 M 0 N DATE 10/10/2013 ns IS acknowled DESIGN DEVELOPMENT - -�E=D MANUAL DAMPER FD♦ Fes, FIRE DAMPER SDa"° SD SMOKE DAMPER STD rSF1DQi 411 HP HP HTG HTR ID IN KW LAT LBS. LWT MA MAX MBH MIN MS NC NTS OA OBD oc OD PH PSI QTY R/A REF RET RH RLD RPM S/A SEER SH SOV SP TEMP UC V VAV VD VEL W W/ WB W/0 Miff 1Vil at City Of 1%kwila BUILDING DIVISION SMOKE/FIRE DAMPER MOTORIZED DAMPER BACKDRAFT DAMPER VARIABLE VOLUME/TEMPERATURE HEAT PUMP HORSEPOWER HEATING HEATER INSIDE DIAMETER INCHES KILOWATT LEAVING AIR TEMPERATURE POUNDS LEAVING WATER TEMPERATURE MIXED AIR MAXIMUM THOUSAND BTU'S PER HOUR MINIMUM MOTOR STARTER NOISE CRITERIA NOT TO SCALE OUTSIDE AIR OPPOSED BLADE DAMPER ON CENTER OUTSIDE DIAMETER PHASE POUNDS PER SQUARE INCH QUANTITY RETURN AIR REFRIGERANT RETURN RELATIVE HUMIDITY RELIEF DAMPER REVOLUTIONS PER MINUTE SUPPLY AIR SEASONAL ENERGY EFFICIENCY RATING SENSIBLE HEAT SHUT OFF VALVE STATIC PRESSURE TEMPERATURE UNDERCUT DOOR VOLT VARIABLE AIR VOLUME VOLUME DAMPER (HAND OPERATOR) VELOCITY WATT WITH WET BULB WITHOUT REVIEWED FOR CODE COMPLIANCE APPROVED NOV _14 2013 V City of T BUILDING M13-185 INCOMPaLETE 8' 1611.1111111.111.11 0' 4' 16' SCALE: 1/8" = 1'-0" PROJECT NORTH RECEIVED CITY OF TUKWILA OCT 172013 PERMIT CENTER (713--n7ns)\ Fnninearinn\ C'.Ar) Ilrnwinnc\\/IFTNAAAPCP' CHI IRC:: -i\ Chnn+c\ AA(1 n I -Iver' 1 C1vG'Kcur 1 %Ai PI DATE DRAWING ❑ COORDINATION DATE ■ PERMIT DATE 2013. 10. 10 CONSTRUCTION DATE DATE AS BUILT U 0 U VIETNAMESE LU J F- F- LiJ U) L� 0, OF CATHOLIC ARCHBISHOP LU 0 0 CLIENT: CORP. DRAWN BY: D. HVAC COVERSHEET SCALE: AS -NOTED M O.0 213-0706 NOTE: UNITS TO BE ON EXISTING LOWER ROOF ON FACTORY CURBS r-ir-i I I I I I I I I L -J L -J G-1 48X3C TYP (1) TYP (1) REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2013 LEVEL 1 HVAC PLAN 1/8"=1' 2' 8' 0' 4' 16' SCALE: 1/8" = 1'-0" PROJECT NORTH t85 RECEIVED CITY OF TUKWILA OCT 032013 PERMIT CENTER P:\Working Projects\Vietnamese Church (213-0706)\Engineering\CAD Drawings\VIETNAMESE CHURCH\Sheets\M2.1 LEVEL 1 HVAC PLAN.dwg PLOT DATE 10/3/2013 ® DESIGN DEVELOPMENT DRAWING DATE 8/9/13 DATE DATE DATE DATE COORDINATION PERMIT CONSTRUCTION AS BUILT VIETNAMESE 6801 S. 180TH STREET TUKWILA, WA 98188 0 0 F Z LL.I J U DRAWN BY: D. LEVEL 1 HVAC PLAN SCALE: AS—NOTED M2.1 213-0706 NEW` -GAS METER (L ❑ CA....I...❑.N........................................................................ (\,L❑W1PRESSURE) 10" WC L❑CATI❑N TO BE CONFIRMED BY G. C. r o n 4140 47' -48" 0 LL I....... 1 48' ROOF HVAC PLAN 1/8"=1' 48' 0 CO 1/1 JD r . \ MEWED FOR CODE COMPLIANCE APPROVED NOV 14 2013 City of Tukwila R.....BUILO.I. G....DIV.Is.iO 1 4- 2 8' \. „,- PROJECT - --.,4' 16' I NORTH > CALE: 1/8" = 1'-0" 7 ~><\ iareiects\Vietr amese--Ght veli -2-4-3eineefine\-CAD--D a-wi-nab\VITT-NAMESE—G-LI CH\Sbeet-s�M2-2 QO H- AC PLA CEWED —01 F...,TU.KWIL OCT 032013 PERMIT CENTE z o C DESCRIPTION I DATE PLOT DATE 10/3/2013 ® DESIGN DEVELOPMENT DRAWING DATE 8/9/13 DATE DATE DATE DATE COORDINATION PERMIT CONSTRUCTION AS BUILT VIETNAMESE OF CATHOLIC ARCHBISHOP OF SEATTLE 0 0 F- z w LLI 0 a_ DRAWN BY: D. ROOF HVAC PLAN SCALE: AS -NOTED M2.2 213-0706