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Home My WebLink AboutPermit M19-0008 - COVALON / SUITE 130 - ROOFTOP GAS / ELECTRIC A/C UNITCOVALON 12620 INTEURBAN AVE S #130 M19-0008 Parcel No: Address: �~^�xx � Tukwila °.�~� ��n o K�n*��oa Department mfCommunity Development 630USowthcenterBoulevard, Suite #1O0 Tukwila, Washington gD188 Phmne:2O6-431'3670 Inspection Request Line: I06'430'935O Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 0004800003 Permit Number: K019'0008 lZ6ZOINTERURBAN AVE S13O Issue Date: 2/14/2019 Permit Expires On: 8/13/2019 Project Name: COVALON Owner: Name; Contact Person: Name; Cont, Na ;"Or: 11 License No: Lender, Name: Address: POBOX 49OODEPTZO7C/O RYAN, TOM REDDY SEA7TiE,YVA 98A34 � UW EDSYSTEMS" MECHANICAL LLC 14O0AIRPORT WAY 5#ZOZ 5[AlTUE, VVA'9BI34 UN|TE5M962QA ''' � Phone: (206)93]-60]6 � Phone: (206)933-6 Expiration Date: 11/1/2020 DESCRIPTION OF WORK: ADD NEW ROOFTOP GAS/ELECTRIC 5 TON AC UNIT WITH ASSOCIATED DUCTING, GRILLES AND GAS PIPING PER PLAN. 3TE13O Valuation of Work: $15,225.00 Type of Work: NEW Fuel type: GAS Fees Collected: $42].0] Electrical Service Provided by: SEA |/LECITY LIGHT Water District: TUKVV|LA Sewer District: TUKvV|LA Current Codes adopted by the City of Tukwila: international Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: VVA[Z96-468: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: Date: 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 nrlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tnthis permit, Signature: Print Name: Date: This permit shaUbecome null and void ifthe work bnot commenced within l80days for the date ofissuance, orif the work is suspended orabandoned for aperiod ofl80days from the last inspection. PERMIT CONDITIONS: l: 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. 2: 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. 3: Readily accessible access toroof mounted equipment isrequired. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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 nnsatisfactory completion ofthis requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2O6-431-367O). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY 0FPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit for, oran 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data, 9: `MECHANICAL PERMIT COND|T|0NS*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (Z06/43l'367O). 11: Manufacturers installation instructions shall beavailable onthe job site atthe time ufinspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2Oh)438'93s0 0703 [WE[HEQUIP EFF lOOO MECHANICAL FINAL 0609 P|PE/DUCT|NSULAT0N 0705 REFRIGERATION EQUIP 0701 RUUGH'|NKxECHAN|[AL a 11.6) rpm.. CITY OF TUKWILA Community Development Department Permit Center 6300 Sauthcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Mechanical Permit No. IA -600 Project No. Date Application Accepted: I' 11 ci 11- 161 Date Application Expires: (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 Site Address: Z-pT-F4f/1-14rbAr1 S, Tenant Name: CO V I Ohl King Co Assessor's Tax No.: 000 Yg`0000 Suite Number: rft ° Floor: New Tenant: .....Yes PROPERTY OWNER Name: - 1-..- Yr" Address: oo ee .9 7 City: SCR + '1-5 dd, State: A Zip: CONTACT PERSON - person receiving all project communication i — Name: 0 04 a -e 441 i Address: S a Alt Cr -an, i-te. &fp "- City: State: Zip: Phone: Fax: Email: 4 s -erpe Ilan ;cm /. ,,,„, MECILANICAL CONTRACTOR INFORMATION Company Name: J3If4IIIJ 44 Address: yoo WA7 lot/ Ai 2.9Z. City: AO, State: vi.n. Zip: Phone. c Fax: (o) li .3 0 Contr Reg _ Exp Date: i N°.:14- Fc Slid in. z Qat i // / Tukwila Business License No.: r. Valuation of project (contractor's bid price): $ I 0 Describe the scope of work in detail: It -Set ne_kv (001-49t, yucte fe elf.' c 1401 4 C- 14/1/44 a (...t 4/ chi , VI r 19rPI-ry ,De r play?, 1.30 Use: Residential: New Replacement El Commercial: New Replacement Ej Fuel Type: Electric__ Gas Other: HAApplications \ Forms -Applications On 1ine1201 6 Applicationsdidechanical Permit Applic-at ion Revised I -4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty 1 Furnace <IOOk btu Furnace > 100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heatlrefrig/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 L" Thermostat Wood/gas stove Emergency generator Other mechanical equipment rim Hot /1 C coil— / 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 Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-1 OPM, Saturday, Sunday and State-reco A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-10pm) Testing of backup generators during the day. ..ed holidays. 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: OR AUT;}RIZED AGENT: Print Name: Day Telephone: Mailing Address: '" 'o' o7 '� "t't £e c+ City 0 ) 609-l7(/ w4 q, 0y State Zip H:\ApplicalionstForms-Applications On Line\2016 Applications\M cbaoical Permit Application Revised 1-4-I b.doca Revised: January 2016 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $72.10 M19-0008 Address: 12620 INTERURBAN AVE S 130 Apn: 0004800003 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.88 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345,830.00.00 1.00 TOTAL FEES PAID BY RECEIPT: R17084 $70.00 $72.10 Date Paid: Tuesday, March 05, 2019 Paid By: THOMAS REDDY Pay Method: CREDIT CARD 04019G Printed: Tuesday, March 05, 2019 11:30 AM 1 of 1 CRWSYSTEMS CO TVKwILu ETRAKIT 6200 SVUTMCEmTER BLVD TUKwILx' wx 98188 206'433-1870 CITY OF TVKwzLA 0017340000802374464500 Date: 03/05/2019 VISA cxno mVMosn: TRAN AMOUNT: APPROVAL [D: RECORD #: CLERK ID: X 11:39:36 AM CREDIT CARD SALE ***+*****2174 K $72.10 04019G 000 1azcel {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT AC[0nozmG TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 03/05/2019 11:29:36 AM CREDIT CARD SALE VISA CARD NUMBER: **********2174 K TRAN AMOUNT: $72.10 APPROVAL CD: 040196 RECORD #: 000 CLERK ID: jazzel Thank you! Customer Copy Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $423.03 M19-0008 Address: 12620 INTERURBAN AVE S 130 Apn: 0004800003 $423.03 Credit Card Fee $12.32 Credit Card Fee R000.369.908.00.00 0.00 $12.32 MECHANICAL $394.91 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $282.78 PLAN CHECK FEE R000.322.102.00.00 0.00 $78.98 TECHNOLOGY FEE $15.80 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16525 R000.322.900.04.00 0.00 $15.80 $423.03 Date Paid: Thursday, January 17, 2019 Paid By: THOMAS REDDY Pay Method: CREDIT CARD 01262G Printed: Thursday, January 17, 2019 1:02 PM 1 of 1 1 SYSTEMS CO TUKWILu ETR4KIT 6200 S0UTHCENTE» 8LVD TUxwILA, Wu 98188 206'433'1878 CITY OF nJKWILA 0017340000802374464500 Date: 01/17/20I9 01:02:09 PM [neoIT Cxno SALE VISA CARD NUMBER: **********2174 K TR4N AMOUNT: $423.03 APPROVAL [o: 81262G RECORD #: 000 CLERK ID: jazzel X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy 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: �! Type of Inspection Gila C� / �► / Address: 2420..r1, ►l �titv"j� Date Called: .. Special Ins tiructions: Date3 wa�:r � � e": l a.m. p.m. Requester Phone No: r�--� 1 pproved per applicable codes. MMENTS: Corrections required prior to approval. REINSPEGTI0 FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. UNITED SYSTEMS MECHANICAL PROJECT TO Y-LO U. COMA" TEST APPARATUS. FLOWHOOD SYSTE AIR OUTLET —TEST—REPORT AVI-00043- M.) AREA; SERVED DESIGN. tE REMARKS lANPAtusi 1 2S0 AIR,FLCt'tf 735 Ia q TOTAL REMARKS: RECEIVED CITY OF TUKWILA TEST DATE - I D4 1 VAR 2 I0E2 3JGS BY: IIPrint-serverlc on print server%Documents and S s\T ler Gangnes\PM Folder\ELECTRONIC FOR Sib MIT CENTER ai ice forrirsl[outlet test form.xI PAGE f.:Irecption lexce/ltrprtl vamc303-1 INSPECTION RECORD Retain a copy with permit ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 MI 00:8 Permit Inspection Request Line (206) 438-9350 Project . C..CA/e41-.0A/ e oflnspecti :1 _ 4, Address: /2620 XIV 1• 4 We_ 6 Special Instructions: Date Wanted: 6 -2445 p.m. 5(Alo 4r-- 11;a3C) 1 Reryerz, Ph ne No: _ 55v-c252162 Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: fY L Inspector: Date: 0.10e. REINSPECTION FE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name ' , ,fl TUKWILA COMMERCE PARK BLDG B , r--7 F-i_ _; -_71 Date 2/14/2019 System Name SERVER ROOM SYSTEM ._ .______ _ Floor Area 60 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible Heating System Output per System 16,000 Total Room Loads 391 , 5 143 0 0 Total Output (Btuh) 16,000 Return Vented Lighting 0 Output (Btuh/sqft) 266.7 Return Air Ducts Cooling System Return Fan 0 0 Output per System 12,000 Ventilation 8 4 196 Total Output (Btuh) 12,000 Supply Fan 0 0 Total Output (Tons) 1.0 Supply Air Ducts 0 0 Total Output (Btuhlsqft) 200.0 Total Output (sqftrfon) 60.0 TOTAL SYSTEM LOAD 8,353 143 196 Air System CFM per System 350 HVAC EQUIPMENT SELECTION Airflow (cfm) 350 Fujitsu 12RLS3 9,831 1,767 8,569 Airflow (cfm/sqft) 5.83 Airflow (cfm/Ton) 350.0 Outside Air (%) 1.0% Total Adjusted System Output 9,831 1,767 8,569 Outside Air (cfm/sqft) 0.06 (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK Jul 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 21 °F 71°F 71 °F 105 °F REVIEWED FOR nJ CE = Outside Air APPROV 1 = — 4 cfm Supply Fan Heating Coil 350 cfm FEB 2 5 2019 105 °F 72 °F :— - 8 City IC of Tukwila IVON 1-1 ROOM• ,; ; 72 °F COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) °F 11EVISIO O. 1 85/65°F 75/ 62°F 75/62°F 55/54 _ Outside Air . 4 cfm Supply Fan55 / 54 Cooling Coil °F 350 cfm 46.7% ROOM 1 75 /62°F RECEIVED 75 62 °F -4 CITVOFTJKWILIC LI 1 FEB 1*4 2019 ()OR PERMIT CENTER ZONE LOAD SUMMARY Project Name TUKWILA COMMERCE PARK BLDG B Date 2/14/2019 System Name SERVER ROOM SYSTEM Floor Area 60 ZONE LOAD SUMMARY ZONAL SYSTEM COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult, CFM Sensible Latent Heating OA CFM Peak Hr CFM Sensible Latent CFM Sensible SERVER ROOM ZONE 1,0 4 Jul 3 PM 391 6,353 132 0 196 TOTALS 0 0 0 4 Jul 3 PM 8,353 132 196 (BLOCK LOAD) STRUCTURAL CALCULATIONS Tukwila Commerce Park - Building #B 12620 Interurban Avenue South Suite #120 & #130 Tukwila, WA 98168 CODE: IBC 2015 & ASCE/SEI 7-10 PROJECT NO.: 19-040 DATE: January 16, 2019 D. S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T: 425-338-4776 cf- REVIEWED FOR CODE COMPLIANCE APPROVED FEB 07 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN172019 PERMIT CENTER 01 /16/20't_9 9 �" TEK SCREW FACTORY CURB------41"- ROOFTOP A/C UNIT A/C UNIT BASE RAIL 10 TEK SCREWS 16 Gkx4" WIDE HOLD DN CUP. 4 PER U 4L A/C UNIT CUR: riflOVUNIT$ 13 TEK SCREW d (t) b" FROM EA. CORNER 4 32' OC IN BETWEEN (TOTAL (10) SCREWS) 4xb RF +'2 W/ 'LUS4b' (E) 4x14 01/Ib/20Ie * LotsicigR BAY: Sx2' IUOOU SCREW (t) 4' FROM EACH CORNER 4 12' OC IN BETWEEN (TOTAL (12) SCREWS MIN.) SEC 0 11 SPACE HOLD DN CLIPS EVENLY AROUND UNIT CURS. FLO DETAIL T10 AVOID UNIT UFTING POINTS pes7v%", A�a�ysis AS.5 • 740, ,I,t1A, kketVot? 44`thie?AtiONaklatr44042e7A1 Description (e) eurlin wi new unit .4 V..; • ..444WPWW'stri, Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Mil A .4* i'vo ozo.' tuati tY, Licensee: D S. ENGINEERING PC Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species Wood Grade Beam Bracing 04:7,::'14.7,.! • Douglas Fir - Larch : Select structural Fb Fb - Fe - Prll Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsional buckling 5) ,40',111517t Uniform Load: D = 0.0960, S- 0.20 , Tributary Width = 1,0 Point Load : D = 0.1850 k @ 3.0 ft aximum Bending Stress Ratio Section used for this span : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 444;4a Load Combination Segment Length Max Stress Ratios Span # M V 0 0.0 Span = 19.830 ft 4x14 1,737.49 psi 1,725.00 psi p 0.543 in Ratio = 0.000 in Ratio = 0.821 in Ratio = 0.000 in Ratio 6.4 1500 psi 1500 psi 1700 psi 625 psi 180 psi 1000 psi E : Modulus of Elasticity Ebend- xx 1 900ksj Eminbend - xx 690 ksi Density 31.21 pcf ; Dtstzw4t.43,` 'Wow Service loads entered. Load Factors will be applied for calculations. cr um8hear Stress Ratio ection used for th'. .a fv : A Fv : able Load Comb' a I Location o maximum on span Span # w ere maximum occurs 438 >480 0 <380 289 >.180 O<160 Des t N.G. 9.61 psi 207.00 psi +D+S+H 0.000ft Span # 1 alass cp143U yirri-teu. Cd C FN Ci Cr CM C t Moment Values F'b Shear Values • V fv F'v 0+H Length = 19.830 ft 1 0.434 0.201 +D+L+H Length = 19.830 ft 1 0,391 0.181 +D+Lr+H Length = 19.830 ft 1 0.312 0.144 +D+S+H Length = 19.830 ft 1 1.007 0.433 +D+0,750Lr+0,750L+H Length = 19,830 fl 1 0.312 0.144 +0+0.750L+0.750S+11 0.90 1.00 1.25 1.15 1.25 1,000 1,000 1.000 1.000 1.000 1,000 1,000 1.000 1.000 1.000 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1,00 1,00 1.00 1.00 1,00 1,00 1.00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 5.00 585.91 5.00 585.91 5,00 585.91 14.83 1,737.49 5.00 585,91 0.00 1350.00 0.00 1500.00 0,00 1875.00 0,00 1725,00 0.00 1875.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 2.77 0.00 1.00 0.00 0.00 32.49 0.00 32.49 0.00 32.49 0,00 89,61 0.00 32.49 0.00 0.00 162,00 0.00 180.00 0.00 225,00 0,00 207.00 0.00 225.00 0.00 Length = 19.830 ft 1 +0+0,60W+H Length = 19.830 ft +D+0.750Lr+0,450W+H Length = 19.830 ft +040.7505+0.450W+H Length = 19.830 ft +0.60D+0.60W+0.60H Length = 19.830 ft +0+0.70E+0,60H Length = 19.830 ft 1 +D+0.750L+0.750S+0,5250E+H Length = 19.830 ft 1 +0.60D-40.70E+H Length = 19.830 ft 1 .2,EAF Load Combination .Tr,f4F:e V 9bifieN44.44 f.^1-i.ttao4W.;,4trdZiegarr...41,44 guElniacrit 'R.;10$5».). ... KW..06010224 Description : (e) eurlin wl new unit Load Combination Max Stress Ratios V Cd C FN 0,364 1,15 1,000 1.000 0.113 1.60 1.000 1,000 0.113 1.60 1.000 1,000 0.262 1.60 1.000 1,000 0.068 1.60 1.000 1.000 0,113 1.60 1,000 1.000 0.262 1,60 1,000 1.000 0.068 1.60 1.000 Segment Length Span # M 0,840 0,244 0,244 0.604 0.146 0.244 0,604 0,146 4,,Tg!IFist 414611" Span Max. "-" Defl 41q- kidfa'AXIA : D.S. ENGINEERING PC Moment Values Shear Values C Cr Cm C CL M fb Pb V fv F'v 1,00 1,00 1.00 1.00 1.00 12,37 1,449.54 1725.00 2.33 75,33 207,00 1.00 1.00 1.00 1,00 1.00 0.00 0,00 0,00 0.00 1,00 1.00 1.00 1,00 1.00 5.00 585.91 2400.00 1,00 32.49 288.00 1,00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 5.00 585.91 2400.00 1.00 32.49 288.00 1.00 1,00 1.00 1,00 1.00 0.00 0.00 0.00 0,00 1.00 1.00 1.00 1.00 1.00 12.37 1,449,54 2400.00 2.33 75.33 288,00 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 3.00 351,55 2400.00 0.60 19.50 288.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1,00 1.00 1,00 1.00 5,00 585.91 2400.00 1.00 32.49 288.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1,00 1.00 1.00 1.00 12.37 1,449,54 2400.00 2.33 75.33 288.00 1,00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1,00 1.00 1.00 1.00 3.00 351.55 2400.00 0.60 19.50 288.00 in Span Load Combination Max. "+" Defl Location in Span• +0+S-41 1 oadCombination 0.8214 9.915 0.0000 0,000 Support notation: Far left is #1 Values in KIPS Support 1 Support 2 Overall MAXimum Overall MINimum +D+H +0+L+H +0+Lr+H +0+6+H +D+0.750Lr40.750L+H +0+0.750L+0,750S+H +D+0.60W+H +D+0.750Lr+0.450W+H +0+0.7503+0,450W+H +0.60D+0,60W+0.60H 4040.70E+0.60H 40+0.750L+0.750S+0.5250E+H +0.60D+0,70E+H D Only Lr Only L Only S Only IN Only E Only H Only 3,092 2.963 1.983 1.983 1,109 0,980 1.109 0.980 1.109 0.980 3.092 2,963 1.109 0.980 2.596 2.467 1.109 0.980 1.109 0.980 2,596 2.467 0,665 0,588 1.109 0.980 2,596 2,467 0.665 0.588 1.109 0.980 1.983 1.983 Description: (e) GLB w/ new unit Otiet!,,; • Licensee : D.S.ENGINEL14.1Ntik.; Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Beam Bracing Fb + Fb - Fc - PrIl Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsional buckling : DF/DF 24F - V8 2400 psi 2400 psi 1650 psi 650 psi 265 psi 1100 psi E : Modulus of Elasticity Ebend-xx Eminbend - xx Ebend- yy Eminbend - yy Density 1800 ksi 950 ksi 1 600 ksi 850 ksi 31.21 pcf D(3.875) %Val S(RT iT) D(0 37) D(0.246)S(0.513) D(0246)#.5q) S(7-175) t t i'waur'*-4.4^1C4' ,c4,,p;t 4,:a..;,craw.a.V141,411,...,:,,tbt, A '46.401'i.&ftqji5:4. AgetriNaWA'Aitn . • , 6.75x28.5 Span = 11.0 ft 6.75x28.5 6.75x28.5 Span 50.0 ft Span=11.0 ft Beam self weight calcul nd added to load Load for Span Number 1 Uniform Load : D = 0.2460, S = 0,5130 , Tributary Width = 1.0 ft Point Load : D = 3,875, S = 7.175 k @ 0,0 ft Point Load : D = 0,370 k @ 9.0 ft Load for Span Number 2 Uniform Load : D = 0,2460, S = 0.5130 , Tribut. idth = 1.0 ft Point Load : D = 0.370 k @ 5,0 ft Load for Span Number 3 Uniform Load: D = 0,2460, S = 0.5130 , Tributary Width = 1.0 ft Point Load : = 3,875, S = 7.175 k @ 11.0 ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.993 1 6.75x28.5 2,242.09psi 2,257.91 psi +D+S+H 0.000ft Span # 2 0.368 in -0.003 in 0.526 in -0.002 in Ratio = Ratio = Ratio = Ratio = Service loads entered. Load Factors will be applied for calculations. upir 4 c4,043,tyw_.„ +1.9- )(.2_15.4v.2ti31/6. 13sailvir PL imum Shear Stress Ratio Section used for this span fy : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 716 >=360 177301 >=360 500 >=180 295773 >=180 0.478 : 6.75x28.5 145.68 psi 304.75 psi +D+S+H 11.000ft Span # 1 Load Combination Segment Length +D+H Max Stress Ratios Span # M V Cd C pp" C Cr Moment Values C t CL ,fb Shear Values F'b V fir F'v 0,00 0,00 0.00 0.0D 14'1,wir 44t,n; -06010224 Description : (e) GLB wl new unit Load Combination Segment Length Max Stress Ratios Span # M V 4,44.44;Ft rAWRI jaltifw Aka, 4t, 00,65:',VM" AlagAiAtf 11'.01,1*A.M;Zdt gaiictur t „t; D.S. ENGINEERING P Moment Values Shear Values Cd CFN C Cr C C t CL M fb Pb V fv F'v Length = 11,0 ft Length = 50.0 ft 2 Length = 11.0 ft 3 4D+L+I1 Length = 11.0 ft 1 Length =50.0 ft 2 Length = 11,0 ft 3 +D+LT4H Length = 11.0 ft 1 Length = 50.0 ft 2 Length = 11.0 ft 3 +D+S+H Length 11,0 ft 1 Length = 50.0 ft 2 Length = 11.0 ft 3 +0+0.750Lr+0.750L*1 Length =11,0 ft 1 Length = 50.0 ft 2 Length = 11.0 ft 3 +D+0.750L+0,750S*I Length =11.0 ft 1 Length = 50.0 ft 2 Length = 11.0 ft 3 +D+0.60W41 Length = 11,0 ft 1 Length = 50.0 ft 2 Length = 11.0 ft 3 4040.70B+1-1 Length = 11.0 ft 1 Length = 50.0 ft 2 Length = 11.0 ft 3 +13+0.750Lr+0,750L+0.450W+1-1 Length = 11,0 ft 1 Length = 50.0 ft 2 Length =11.0 ft 3 4D+0.750L40.750S+0.450W+H Length = 11.0 ft 1 Length = 50.0 ft 2 Length = 11,0 ft 3 +D+0.7501_40,750S+0.5250Efil Length = 11,0 ft 1 Length = 50.0 ft 2 Length r. 11,0 ft 3 +0.60D+0.60W+0.60H Length = 11.0 ft 1 Length = 50.0 ft 2 Length = 11,0 ft 3 +0.60D40.70E+0,60H Length = 11.0 ft Length = 50,0 ft Length = 11.0 ft Load Combination 1 2 3 0.388 0.227 0,90 0,952 1,00 1.00 1.00 1,00 1.00 60.77 798,05 2055.93 6.94 54.08 238.50 0,452 0,227 0,90 0,818 1,00 1.00 1,00 1.00 1,00 60.77 798,05 1767,06 6,94 54,08 238.50 0.383 0.227 0.90 0.952 1,00 1.00 1.00 1.00 1.00 60.03 788,34 2055.93 6.37 54.08 238,50 °° 0,952 1,00 1.00 1.00 1.00 1.00 0,00 0,00 0.00 ° 0.349 0.204 1.00 0,952 1.00 1.00 1.00 1.00 1,00 60,77 798.05 2284.37 6.94 54.08 265.00 0.406 0.204 1.00 0.818 1.00 1.00 1.00 1.00 1.00 60,77 798.05 1963.40 6.94 54.08 265.00 0.345 0.204 1.00 0.952 1.00 1.00 1.00 1.00 1,00 60,03 788,34 2284,37 6.37 54.08 265.00 0.952 1.00 1,00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 0.279 0.163 1.25 0.952 1.00 1.00 1,00 1.00 1.00 60.77 798.05 2855.46 6.94 54.08 331.25 0.325 0.163 1.25 0.818 1.00 1.00 1.00 1.00 1.00 60.77 798.05 2454,25 6.94 54.08 331.25 0,276 0,163 1.25 0,952 1.00 1,00 1.00 1.00 1.00 60.03 788.34 2855.46 6.37 54.08 331,25 0.952 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.853 0.478 1.15 0.952 1.00 1.00 1.00 1.00 1,00 170,73 2,242.09 2627.03 18.68 145.68 304.75 0.993 0.478 1.15 0.818 1.00 1.00 1.00 1,00 1,00 170.73 2,242.09. 2257.91 18.68 145,68 304,75 0,850 0.478 1,15 0.952 1.00 1.00 1.00 1.00 1,00 169,99 2,232.38 2627.03 18.01 145.68 304,75 0.952 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 0.279 0.163 1.25 0,952 1.00 1.00 1.00 1.00 1.00 60.77 798.05 2855.46 6.94 54.08 331.25 0,325 0.163 1.25 0.818 1.00 1.00 1.00 1,00 1,00 60.77 798.05 2454.25 6.94 54.08 331.25 0,276 0.163 1.25 0,952 1.00 1.00 1.00 1.00 1.00 60.03 788.34 2855.46 6,37 54.08 331.25 0,952 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0,00 0,716 0.403 1.15 0.952 1,00 1.00 1.00 1.00 1.00 143.24 1,881,08 2627.03 15,75 122/8 304.75 0.833 0.403 1.15 0.818 1.00 1.00 1.00 1.00 1.00 143,24 1,881.08 2257.91 15.75 122,78 304,75 0,712 0,403 1.15 0,952 1.00 1.00 1.00 1.00 1.00 142.50 1,871.37 2627.03 15.10 122,78 304.75 0.952 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.218 0.128 1.60 0.952 1.00 1.00 1.00 1.00 1.00 60.77 798.05 3654.99 6.94 54.08 424,00 0.254 0.128 1.60 0.818 1,00 1,00 1.00 1.00 1,00 60.77 798.05 3141.44 6.94 54.08 424.00 0,216 0.128 1.60 0.952 1.00 1,00 1,00 1,00 1.00 60,03 788,34 3854.99 8,37 54.08424.00 0.952 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.218 0.128 1.60 0.952 1.00 1.00 1.00 1,00 1.00 60,77 798.05 3654.99 6.94 54.08 424.00 0.254 0,128 1,60 0.818 1.00 1.00 1.00 1,00 1.00 798.05 3141.44 6.94 54.08 424.00 0.216 0.128 1.60 0.952 1.00 1.00 1.00 1.00 1.00 660°:7073 788.34 3654.99 6.37 54,08 424.00 0.952 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 0.218 0.128 1.60 0.952 1.00 1.00 1.00 1,00 1.00 60.77 798.05 3654.99 6.94 54.08 424.00 0.254 0,128 1,60 0.818 1.00 1,00 1.00 1.00 1.00 60.77 798.05 3141,44 6.94 54.08 424.00 0.216 0.128 1.60 0,952 1,00 1,00 1.00 1.00 1,00 60.03 788,34 3654.99 6.37 54.08 424,00 0.952 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.515 0.290 1.60 0.952 1.00 1,00 1.00 1.00 1.00 143.24 1,881.08 3654.99 15.75 122.78 424,00 0.599 0.290 1.60 0.818 1.00 1.00 1.00 1.00 1.00 143,24 1,881.08 3141,44 15.75 122,78 20 424,00 40 0.512 0.290 1.60 0.952 1.00 1.00 1.00 1.00 1.00 142.50 1,871.37 3654.99 15.10 122.78 424.00 0,952 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 0.515 0,290 1,60 0,952 1.00 1.00 1.00 1,00 1.00 143.24 1,881 .06 3654.99 15.75 122,78 424,00 0.599 0,290 1.60 0,818 1.00 1.00 1,00 1.00 1.00 143,24 1,881,08 3141,44 15.75 122,78 424.00 0.512 0,290 1.60 0.952 1.00 1.00 1.00 1.00 1.00 142.50 1,871.37 3654.99 15.10 122.78 424.00 0.952 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 0.131 0.077 1,60 0.952 1.00 1.00 1,00 1.00 1,00 36.46 478,83 3654.99 4,16 32.45 424.00 0.152 0,077 1.60 0.818 1.00 1.00 1.00 1.00 1.00 36.46 478.83 3141.44 4.16 32.45 424.00 0.129 0.077 1.60 0,952 1.00 1.00 1.00 .1,00 1.00 36.02 473,00 3654.99 3.82 32.45 424.00 0,952 1,00 1.00 1.00 1,00 1.00 0.00 0.00 0,00 0.00 0,131 0.077 1.60 0,952 1.00 1.00 1.00 1,00 1.00 36,46 478,83 3654.99 4.16 32,45 424.00 0,152 0.077 1,60 0.818 1.00 1.00 1.00 1.00 1.00 36.46 478.83 3141.44 4.16 32,45 424.00 0.129 0.077 1,60 0.952 1.00 1.00 1.00 1.00 1.00 36,02 473.00 3654.99 3.82 32.45 424.00 L Span 4A0g '7tAe,IPWX4Wifai Max. "-" Deft Location in Span Load Combination Max. "4' Defi Location in Span +D+S+H 404,S+H +0+841 1 2 3 0.5260 0,000 0.8991 25,210 S Only 0,5237 11,000 0,0000 .0,0034 0.0000 0.000 0,840 0.840 Description: "n'aVeSe.:4.5k,: °0 irivIrtyp, 11• 4 4 4.4 ,40,4.4. 44 4,4 0,4 44444, 44 4,4, (e) GLB w/ new unit 9:1111,1", Load Combination Support notation : Far left is #1 Values in KIPS ENGJNEERING PC Support 1 Support 2 Support 3 Support 4 Overall MAXinium Overall MINImUm +0+H +0+L+fl +D+Lr+H +D+S+H +0+0.750Lr+0.750L+H +D+0,750L+0,750S+H +D+0,60W+H +0+0.70E+H +17+0.750Lr+0.750L+0.450W+H +D+0.750L+0,750S+0.450W+H +0+0.750L+0.750S+0,5250E+H 40.60D+0.60W+0.60H +0,60D+0,70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 40.593 39.897 25,643 25.643 14.950 14.254 14.950 14.254 14.950 14.254 40.593 39.897 14.950 14.254 34.182 33.486 14.950 14.254 14.950 14.254 14.950 14.254 34.182 33.486 • 34.182 33.486 8.970 8.553 B.970 8.553 14.950 14.254 25,643 25.643 TWEE° Job Nan*: COLLEGE Prapared Sy: Una Tag' Y4C-1 Quantity: 1 itr=tt OP, PACKAGED GAS 1H FCTRiCAL CORKER WEIGHT INSTALLED ACCE RIES NET IIIINIGFif6Aik"" ACCESSORY WEIGHTS ECONOMIZER IWO b MOTORIZED OUTSIDE AIR DAMPER bimu AL OUTSIDE AIR DAMPER .--._ ..-------.1 BAROMETRIC RELIEF OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST TIIROUOHT THE VASE ELECTRICAMAS (FIOPS) UNIT MOUNTED CIRCUIT BREAKER (HOPS) UNIT MOUNTED DISCONNECT (HOPS) POWERED CO/NE/HENCE OUTLET flOPS) HINGED DOORS (HOPS) HAIL GUARD SMOKE DETECTOR, SUPPLY/ RETURN NOVAR CONTROL STAINLESS STEEL li EAT EXCHANGER ROOF Cl/RD = CORNER WEIGHTS CENTER OF GRAVITY SHIPPING NET 1=0 214.01b 52.o lb (E) UNMET 4:F-) WIDTH 627.1)16 522.0 lb 4EPA 193.0 IN 610 b 33 E TV NOTE. AI weights ore a Weights br apliorelW not not fetal. to tnolallaion gmide. areledontIwnntepn 4. Refer 03 unit nameplate and Inetalabon pane lor weights betty antedating Imrusportatim end installeffion dunk. 5. The widget shovel represents tha typical ursilopersting weight bribe configuration anitchad. Enaiad al 0- 10 % althe nameplate weight. - 0. 'deny wain, conrieellon,.ead aft danannon lath b,a1tt documents ochre installation. 7. Comer %wised& are given Ihr Irderinalain only. 5. Netifildpolag naighl ol **bast accessoriets shwa/ he added le unit ensign Whoa videring %dory or tele binned 8CCOSSOrialk t„ PACKAGED GAS !ELECTRICAL RIGGING /CD CENTER OF GRAVITY 2018-04-04 23:32:48Z Page 5 or 12 Job Name: COLLEGE Prepared Ely: Unit Tag; T1C-1 Oiontity; 1 EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN (ALT) 34--11 NPT DIA. HOLE THROUGH THE BASE PLAN VIEW UNIT DIMENSION ORAWNIG SUPPLY 143I4" RETURN CONDENSER FAN ROL WIRE 7/3" w. HOLE E OAUGE PORT ACCESS 1 3/8" DIA. HOLE POWER WIRE ONP RESSOR ACC ESS PANEL NPT GAS CONNECTION NOTES: 1. TIIRO -THE EIASE OAS AND ELECTRICAL IS NOT STANDARD ON ALL UNITS 2. VER FY WEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS EE FOR LNSTALLATION 40 23 IA" 9 ll 4 IM• - 9/1 11 5 7 44ij4" PACKAGED GAS / ELECTRICAL DIMENSION DRAWING 2010-04.04 23:32:48Z • 12620 Interurban Ave S, Tukwila, WA 98168, USA Latitude, Longitude: 47.40994039999999,-122.27721689999999 Data 1/1512019,10:27:85 PM Design Code Reference Document I5Q-2015 Risk Category II Site Class D - Stiff Soli Tyys Value Description Ss 1.499 ' MCEn ground motion. (for 0.2 second period) Si 0.562 MCEn ground motion. (for 1.0a period) Sue 1.499 Site -modified spectral acceleration value Sal 0.843 Site -modified spectral acceleration value Sc. 1 Numeric aeiamic deeign value at 0.2 second SA Se, 0.562 Numeric seismic design value at 1.0 second SA IPPOOMMIMPATSI OSHPD Type Value Do crlptJon SDC D Seismic design category F. 1 Site amplification factor et 0.2 second F, 1,5 Site amplification factor at 1.0 second PGA 0.823 MCEo peak ground acceleration FpoA 1 Site amplification factor at PGA PGA,n 0.823 Site modified peak ground acceleration IL 6 Long -period transition period In seconds SaRT 1.499 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.597 Factored uniform -hazard (2% probability of exceedance In 50 years) spectral acceleration S8D 3.537 Factored deterministic acceleration value, (0.2 second) S1 RT 0.562 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.81 Factored unform-hazard (2% probability of exceedance In 50 years) spectral acceleration. S1D 1.217 Factored deterministic acceleration value, (1.0 eecond) PGAd 1.344 Factored deterrnlnlstic acceleration value. (Peak Ground Acceleraton) CRe 0.939 Mapped value of the risk coefficient at short periods CR1 0.922 Mapped value of the risk coefficient at a period of 1 8 Lateral Analysis: TRANE YSC060G3RMB (6Ton) : Model: Operating WT.= 522 # Seismic Design: Fp = {(0.4 ap SE's )x(1 + 2z/h)xl/Vpl/(R0/1p) = FPM = 1.6 Sus IpWp = FpmiN = 0.3 Sps 1p Wp = 0.50 1.60 0.30 Wp Wp (Equation 13.3-2) Wp (Equation 13.3-3) Fp = 0.50 Wp 315 lbs. From: ar, - 2.5 R„ 6.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) 1.0 per ASCE 7-10 Section 13.1.3 Mean Roof Height (h): 18.0 ft. Comp. Attachment Height (z): Ground Motion: Sms = Fa*Ss = 1.499 Sips = (2/3)*Sms = 1.000 Mech Unit: W = D H= C.G. = Weight = 0.7 Fp = Check Overturning (ASD) : TI = C1 = 0.7Fp* (C.G.) / 64.5" = T2 = C2 = 0.7Fp* (C.G.) / 40.5" = (Eq. 16-16) Res = (0.6-0.2S0sx0.7)x(Wp/2) = Smi = Fv*Si = 0.843 Smi = (2/3)*Sm1 = 0.562 44.250 in. 69.875 in. (D>W) 40.875 in. 20.500 in. Center of Gravity 630.00 lbs.( Unit Weight + Misc) 221 lbs. Wo= 630.0 lbs. 18.0 ft. 70 lbs.---> No Uplift 112 lbs.---> No Uplift 145 lbs. (IBC 2015 Section 1605.3.1 Basic Combinations Equations) Wind Design : Exposure 'C', 110 mph, 25 ft (Max. Height) Pnet = 0.00256(1c) (Ke) (Cnet) V2= 29.12 psf > 16 psf. : Eq. 16-35. Kz = Kzt = Cnet = V = 0.94 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 1.00 : Wind Directionality Factor, in accordance with Table 1609.6.2 (per h/D ratio) 110.00 : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A Check Overturning (ASD) : (ASD) : Fhi 0.6X(Pnet) (Af) = T1 = C1 = 0.6x[Wind Load*W*H*[(11)/21/ 64,5" = (ASD) Fh2 = 0.6x(Pnet) (Af) = T2 = C2 = 0.6x[Wind Load*D*H*[(H)/2] / 40.5" = (Eq. 16-15) Res = 0.6x(Unit Weight 12) = (IBC 2015 Section 1605.3.1 Basic Combinations Equations) -kD 4tict).01107= .3414LA64;41a 219 lbs. 70 lbs.---> No Uplift 347 lbs. 175 bs.--> No Uplift 189 lbs. I 0 AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS NOTATION d = nominal screw diameter = the larger of the screw head or washer diameter, but not larger than 1/2"(5/16"miN.) FS = factor of safety = 3.0 Pus= allowable shear force per screw Pns = nominal shear strength per screw Pm= allowable tension force per screw Pm= nominal tension strength per screw Pilot = pull-out force per screw Ppov = pull -over force per screw ti = thickness of member in contact with the screw head t2 = thickness of member not in contact with the screw head Fui = tensile strength of member in contact with the screw head Fu2 = tensile strength of member not in contact with the screw head SCREW PROPERTIES Number Designation # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 10 0.1900 # 12 0.2160 1/4 in. 0.2500 NOTE:- 1.) Screw sizes smaller than # 2 or larger than 1/4" are not to be used. 2.) The tested shear capacity of the screw shall not be less than 1,25 P„= 3.75 Pas. 3.) The tested tension capacity of the screw shall not be less than 1.25 Pm= 3.75 Pat E6.3 Shear P86 = P ns/3 For bit, <=1.0 Pas shall be taken as the smaller of Pas = 1.4 (t23 d)112F1/2 P88 = 0.9 ti d Fui Pas = 0.9 t2 d Fu2 For t2/ti >=2.5 PO6 shall be taken as the smaller of Pa$ = 0.9 ti d Fui Pas = 0.9 t2 d Fu2 Nominal Dia,, d, in. 0.0860 0.0990 0.1120 0.1250 0.1380 0.1510 0.1640 GAUGE METAL THICKNESS Gauge Thickness ( in. ) 25 ga. 0.019 22 ga. 0.028 20 ga. 0,035 18 ga. 0.045 16 ga. 0.057 14 ga. 0.071 12 ga. 0.102 Fu =45ksi min. E6.4 Tension Pat = P m/3 Pat shall be taken as the smaller of Pull - Out Pat = 0.283 t2 d Fu2 Pull - over Pat = 0.5 ti dw Fui For 1.0< bib <2.5 Pas shall be determined by the linear interpolation between the above two cases ALLOWABLE LOADS I bs. SCREW SIZE GAUGE #12 d = 0.216 #10 d = 0.190 #8 d = 0.164 #6 d = 0.138 SHEAR PULL-OUT SHEAR PULL-OUT SHEAR PULL-OUT SHEAR PULL-OUT 25 4 75 52 71 46 86 39 60 33 22 139 78 131 69 121 59 111 50 20 188 95 177 84 .-- 2 151 61 18 280 124 263 109 244 94 224 79 16 394 156 370 137 344 118 315 100 14 557 196 523 173 474 149 398 125 12 890 280 783 246 675 213 568 179 Min. Edge Dist. and ofc Spacing 11/16 in. 9/16 in. 1/2 in. 7/16 In. Job Name: COLLEGE Prepared By: Unit Tag: Y4C-1 0ntity'. 1 14CMS.: 1, VERIEY WEIGHT, CONNECTION, MID ALL DIMENSION MTh INSTALLER DOCUMENTS DEEDRE INSTALLATION 1 iirir —111115 14 9/1fr 0 3/8" 611/16"- . , 25 3.PIB• 7/16" 17190 R 2' 2018-04-94 23:32i48Z Page Z o Lateral Analysis: TRANE YSC080G3RMI3 (5Ton) : Model: Operating WT.= 522 # Seismic Design: Fp = {(0.4 ap So6 )x(1 + 2z/h)xWpY(Rpilp) = FpmAx = 1.6 Sop IpWp = Fp,,„„ = 0.3 Spe ipWp 0.50 Wp 1.60 Wp (Equation 13.3-2) 0.30 Wp (Equation 13.3-3) From: ap = 2.5 RD= 6.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) = 1.0 per ASCE 7-10 Section 13.1.3 Mean Roof Height (h): 30.0 ft. Comp. Attachment Height (z): Ground Motion: Wp = 730.0 Ib. 30.0 ft. Sms F8*S8 = 1.499 SM1 = Fv*Si = 0.843 Sos= (2/3)*Sms = 1.000 Smi = (2/3)*Smi 0.562 Mech Unit: W = 44.250 in. 69.875 in. (D>W) 40.875 in. 20.500 in. Center of Gravity 630.000 lb.( Unit Weight + Misc) D = H = C.G. = Weight = Curb: WI = 37.500 in. D1 = 62.000 in. (D Hi = 14.000 in. Curb Weight = 100.000 Ib. 0.7 Fp = 256 Ib. Check Overturning (ASD) : = = 0.7F (C.G.)„,4. / 65" = T2 = C2 = 0.7Fp* / 41" = (Eq. 16-16) Res = (0.6-0.2Sosx0.7)x(Wp/2) C.G. aco, = 30.733 in. Center of Gravity 121 Ib.-> No Uplift 192 lb.-> Uplift 168 Ib. (IBC 2015 Section 1605.3.1 Basic Combinations Equations) Wind Design : Exposure 'C', 110 mph, 25 ft (Max. Height) P„„t = 0.00256(1c) (KA) (Cnet) V2 = 29.12 psf > 16 psf. : Eq. 16-35 Kz = 0.94 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 Ict= 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 C = 1.00 : Wind Directionality Factor, in accordance with Table 1609.6.2 (per h/D ratio) V = 110.00 : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A (ASD) : Fhi = 0.6x(Pne4) (W*H + = T1= 0.6x13„dx[(W*H*(H/2+H1)+Wi*H12/2] / 65" Fh2= 0.6x(P„m) (D*H + D1F11) T2 = C2 = 0.6XPlietXRD*Fr(H/21+11) Di*H12/21 / 4 es = 0.6x(Unit Weight /2) = BC 2015 Section 1605.3.1 Basic Combinations Equations) 283 Ib. 12.,•3-b 123 lb.-> No Uplift 309 lb.--> Uplift 219 Ib. 06iAt.04 At HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name TUKWILA COMMERCE PARK BLDG B Date 1/7/2019 System Name NEW WAREHOUSE SYSTEM Floor Area 2,449 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible Heating System • Total Room Loads 1,927 40,955 5,573 364 12,762 Output per System 81,000 Return Vented Lighting 0 Total Output (Btuh) 81,000 Return Air Ducts 0 0 Output (Btuh/sqft) 33.1 Return Fan 0 0 Cooling System Ventilation 147 1,149 -808 147 8,019 Output per System 60,000 Supply Fan 0 0 Total Output (Btuh) 60,000 Supply Air Ducts 0 0 Total Output (Tons) 5.0 Total Output (Btuh/sqft) 24.5 TOTAL SYSTEM LOAD 42,1041 4,765 20,781 Total Output (sqftJTon) 489.8 Air System CFM per System 2,000HVAC EQUIPMENT SELECTION Airflow (cfm) 2,000 YSC060 43,629 15,880 81,000 Airflow (cfm/sqft) 0.82 Airflow (cfm/Ton) 400.0 Outside Air (%) 7-3% Total Adjusted System Output 43,629 15,880 81,000 (Adjusted for Peak Design conditions) Outside Air (cfm/sqft) 0.06 TIME OF SYSTEM PEAK Sep 2 PM Jan 1 AM Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) .. 21 °F 68 °F 68 °F 105 °F . REVIEVdIEU t-u.i CODE COMPLIANG - --F - --E-----,r. - cr ..'1 APPROVED l*c Outside Air _ 147 cfm Supply Fan Heating Coil 2,000 cfm • FEB 07 2019 lir 105 °F 72 °F . BU1LD1NHVISION City of Tukwila CITY ROOM ; 1) OFTUKWftA _ JAN 1 7 2019 COOLING SYSTEM PSYCHROMETRICS (Airstream Ternperatures at Time of Cooling Peak) PERMIT CENTER 82 / 63 °F 76/62°F 76/62°F 55/54°F 7=7 Outside Air - I. 147 cfm Supply Fan Cooling Coil 55 / 54 °F 2,000 cfm n F\ I 49.5% v............., ROOM '‘....J...., 75 / 62 °F Li L±.1---- _.. 75/62°F rillir nnf-r) t) UU0 ZONE LOAD SUMMARY Project Name TUKWILA COMMERCE PARK BLDG B Date 1/7/2019 System Name NEW WAREHOUSE SYSTEM Floor Area 2,449 ZONE LOAD SUMMARY ZONAL SYSTEM COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult. CFM Sensible Latent Heating OA CFM Peak Hr CFM Sensible Latent CFM Sensible NEW WAREHOUSE ZONE 1.0 147 Sep2PM 1,927 42,104 4,697 364 20,781 TOTALS 0 0 0 147 Sep 2 PM 42,104 4,697 20,781 (BLOCK LOAD) PERM!` COORf COPYL PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0008 DATE: 2/14/19 PROJECT NAME: COVALON SITE ADDRESS: 12620INTERURBAN AVE S 130 Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Pc*) MC/ Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 2/19/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 3/19/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COP' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0008 DATE: 1/17/19 PROJECT NAME: COVALON SITE ADDRESS: 12620 INTERURBAN AVE S 130 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A3 II Building Division Public Works 1* 1\ Fire Prevention Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable 7 (no approval/review required) DATE: 1/22/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 2/19/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ping PW 0 Staff Initials: 12/18/2013 PROJECT NAME: 4on PERMIT NO: M161 -.000 SITE ADDRESS: _c_1220 ORIGINAL ISSUE DATE: I) tilM REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i IN le 1 d6 I- s--- 1,1 al Summary of Revision: el Alre/wip & 1--rn otudie* 1)11-i-- b\idwirt _ \left Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS _ Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMITTAL Department of Communii), Development 6300 Southcenter Boulevard, Suite #100 Tulcwila, 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: ?-1 (Lt ( (9 Plan Check/Permit Number: NI (9 too Response to Incomplete Letter # T Response to Correction Letter # g Revision # after Permit is Issued Ell Revision requested by a City Building Inspector or Plans Examiner E] Deferred Submittal # Project Name: 1011 Project Address: I 7.6 2-0 Ivri-ef LAr ban Ali? C. Contact Person: Tokl liehly Phone Number: ) 6 VI Summary of Revision: Vit ClAre. col 4 my 4 1 - lm diu+ (tss e I-- 5. 4A-eh, tic4(- pti p ci,filt-cq(-ek 1-0 q servev- rooviq tb 4"ItOttj fie 244/7 COe Illi‘j 0 RECEIVED CITY OF TUKWILA FEB 1 4 2019 PERMIT CENTER Sheet Number(s): IVI "Cloud" or highlight all areas of revision including date ofrevision Received at the City of Tukwila Permit Center by: 30) Entered in TRAKiT on WAPermit Center\ TemnlateslForms \Revision Submittal FormAne Home l'..spalio I Contact [Search L&I Safety & Health Claims & Insurance 41111111/40 Ik Washington State Department of Labor & Industries A-Z Falox Help My Llkf Workplace Rights Trades & Licensing UNITED SYSTEMS MECHANICAL LLC Owner or tradesperson Principals GANGNES, TYLER JEFFREY, MEMBER LAPHAM, JOHN GORDON, MEMBER SARGEANT, LESLIE E, PRESIDENT (End: 10/08/2018) Doing business as UNITED SYSTEMS MECHANICAL LLC WA UBI No. 602 439 405 1400 AIRPORT WAY S #202 SEATTLE, WA 98134 206-933-6036 KING County Business type Corporation License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. UNITESM962QA Effective — expiration 11/01/2004— 11/01/2020 Bond American States Insurance Co Bond account no 32s205383 $12,000 00 Received by L&I Effective date 05/07/2012 04/20/2012 Expiration date Until Canceled Insurance Scottsdale Ins Co $1,000,000.00 Policy no. BCS0037433 Received by L&I Effective date 10/29/2018 11/01/2018 Expiration date 11101/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Help us improve \ 4\ No L&I tax debts are recorded for this contr: license during the previous 6 year period, but somi ts may be recorded by other agencies. License Violations Infraction no. EDARD00223 Issue date 06/13/2018 Violation city SEATTLE Type of violation ELECTRICAL CITATION Description Class B eligible work - Failing to obtain an electrical/telecommunications work permit, or post a provisional electrical work permit, or valid Class B label prior to beginnimg the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-901. Infraction no. EDARD00222 Issue date 06/13/2018 Violation city SEATTLE Type of violation ELECTRICAL CITATION Description Offering to perform, submitting a bid for, advertising, installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Satisfied RCW/WAC 19.28.101 RCW Violation amount $100.00 Satisfied RCW/WAC 19.28.041 RCW Violation amount $ 500.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 074,460-00 Doing business as UNITED SYSTEMS MECHANICAL Estimated workers reported Quarter 4 of Year 2018 "21 to 30 Workers" L&I account contact T3 / STEPHANIE HENDERSON (360)902-5698 - Email: HSTE235©Intwa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Washington State Dept. of Labor & Industries. Use of this site is subject lo the laws ot the state of Washington. Help us improve � F . - - L- • \ L / V V_ \-/ \ I \J I \ V V I I / \ `.J \.J I V 1 I V I I_ I \ �-/ I_- . I - / \ I \ I \ L-J 1_ Ll ,1-! - LJ. \ \-/ 1 I V I \ I . \J I . LJ L 1 I V I • V1 V V ,- j : _ L / I `J / L V 1 I✓ / • 11 L • ,-1 - I / \ I . U N ITE D -_ SYSTEMS Us. REV{__ SIONS MECHANIC.®. L.. No changes shall be made to the scope IA FULL SERVICE COMMERCIAL of worK without prior approval of the HVAC CONTRACTOR Tukwila Building Division. PROJECT �/`1 1 /`1 Include additional plan review. NOTE: Revisions will require anew plan 1400 AIRPORT WAY SOUTH submittal and may SUITE 202 SEATTLE, WASHINGTON 98134 MECHANICAL ABBREVIATIONS MECHANICAL LEGEND MECHANICAL GENERAL NOTES - ---- - (206)933-6036/FAX 937-3084 ADDRESS OF PROJECT -- 10X10 RECTANGULAR SUPPLY AIR DUCT - 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2015 IBC, 12620 INTERURBAN AVENUE .SOUTH A A AMPS HZ HERTZ 2015 WSEC, 2015 IMC. TUKWILA WASHINGTON AC AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE 10X10 TURNING UP OR TOWARD 9816i3 E. S/q ACH AIR CHANGES PER HOUR I D INSIDE DIAMETER/DIMENSION 2 . DIMENSIONS ARE TO FACE OF STUD , CONCRETE , OR MASONRY UNLESS NOTED OTHERWISE /�)� ��,�syj^!PC� ACT ACOUSTICAL TILE CEILING IMC INTERNATIONAL MECHANICAL CODE . 3. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. ASSESSORS PARCEL NUMBER AD ADD'L ACCESS DOOR ADDITIONAL IN IN WG INCHES INCHES WATER GAUGE 10X10 1"\ RECTANGULAR SUPPLY AIR DUCT - IL 4. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC, NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR 0004800003 _ AFF-_ ABOVE FINISHED FLOOR - IPLV INTEGRATED PART LOAD VALUE 10X10 \, TURNING DOWN OR AWAY TO PROCEEDING WITH THE WORK. AFG ABOVE FINISHED GRADE . KW KILOWATTS " LEGAL DESCRIPTION 5. WHEN CONSTRUCTION RETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK DETAILS SHALL BE THE SAME $EI?ARATE FEFtR�T c� AHU AIR HANDLING UNIT LAT LEAVING AIR TEMPERATURE AS FOR OTHER S I M LLAR WORK . IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENS I NEER PRIOR TO PROCEEDING. LEWIS G: C-D :C:: : 37 :BEG N: 81-44=15 E. 4 99;:17 FT.::.::: DIRE©• FO p 19172 <v ALUM ALUMINUM LB LBS POUND POUNDS 10X10 RECTANGULAR EXHAUST OR RETURN AIR # REQ lrfal �ctsTERZo / / FROM HUB AT .END OF CURVE..ON CENT LN OE., AMP/AMPS AMPERAGE LD/LIN D1FF LINEAR DIFFUSER DUCT -TURNING UP OR TOWARD 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL 8E PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. DUWAMISHJRENTON JUNCTION RD SD HUB BEING hA an `PSI ENV 10X10 t AP ACCESS PANEL LF/LIN FT LIHEAL FOOT/FEET 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED APPROX 1200 FT;N AND::440 FT W OF;I1/4 COR BET E �Ca NAL ARCH ARCHITECT LPG LIQUID PROPANE GAS 1 LOW PRESSURE DUCTWORK DOWNSTREAM` OF VAV BOXES CONSTANT VOLUME AC SYSTEMS T01 T EXHAUSTS C . tt SECS 14 & 15=23 4 TW. 44-24-00 'W 2535 FT. THI: N., plumbing EXPIRES 05-09-2020 BDD BACKDRAFT DAMPER LVG LEAVING , ( LE T ET 1 09-3E-00 E 52 :FT TO. TRUE :BEG' TH S 82-40 30 E' :. . 1 TO MEET 2 CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK UPSTREAM OF VAV BOXES; _. jjn 10X10 RECTANGULAR EXHAUST OR RETURN AIR ( 5s0 FT ;T.H N 59,-22. 3o::E C4335 FT:_ TH N.;;o1-51-,30..::: [� Gas p P g BHP BRAKE HORSEPOWER LWG. LOW WALL GRILLE HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCT RISERS IN SHAFTS . BLDG BUILDING LWR LOW WALL REGISTER DUCT -TURNING DOWN OR AWAY WITH DAMPERED PENETRAT 1 ONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A . W; 343 FT; To LEF,r BANK: of DuWAMISH: RIVER BEING::.: OfTu""a _ - 1 oxt o C►cv 1 4 19 BOD BOTTOM OF DUCT LWT LEAVING WATER TEMPERATURE r�� NLY BOUNDRY. OF LEWIS DIL1L... C TH SWLY ALG SD BANK OF ILDING DIVISION 13U BOP IBOTTOM OF PIPE MAX MAXIMUM 8 . ALL CEILING DIFFUSERS ARE 4-WAY THROW UNLESS NOTED OTHERWISE . RIVER TOPT N :t)0-39-:40 W. OF TRUE;:BEG THI S BOT BOTTOM MAU MAKE UP AIR UNIT 100 9 . ALL DUCT DIMENSIONS ARE CLEAR INS 1 DE DIMENSIONS AFTER LIN I NG HAS BEEN .I NSTALLED . 00:-39-40 E TO `.TRUE t3EG ALSO POR..OF D C !LY W _OF ABOVE. DESCRIBED LAND SLY i 6.15 FT'AND A is FT :: REVISIONS BTU BRITISH THERMAL UNIT MBH 1000 BRITISH THERMAL UNITS ROUND DUCT - TURNING UP OR TOWARD STRIP ADJ.: AND : P. ARC TO.j E- Y LN OF R/W OF::P:: S : ELEC ` ` # BTUH BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPACITY --® 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY FUEL BURNING EQUIPMENT, AND 10 FEET -. . -- - -..:: CO,: FOR ;UOIWT. RD; TGW;.LOT 4,7::OF :PLAT . DATE,.; DISCRIPTION CAP CAPACITY MD MOTORIZED DAMPER AWAY FROM, OR 3 FEET BELOW ANY PLUMBING VENT OR EXHAUST OUTLET, - :OF, ,R(VERSIDE:..:::: INTERI•RBAtJ TRS ....,.... ....... __ ..1 .1.... . . CC CONTROLS CONTRACTOR MFR MANUFACTURER - 1 1 . . ALL AIR ECON I M I ZERS SHALL BE CAPABLE OF THE FOLLOWING : ,: . .......... ......................... ........ CD CONDENSATE DRAIN MISC MISCELLANEOUS 10 :( -0% TO 100% OF THE DESIGN SUPPLY AIR .. ....I...... CDWR CONDENSER WATER RETURN MIN MINIMUM .ROUND DUCT . -TURNING DOWN OR AWAY -CONTROLLED BY A CONTROL SYSTEM DETERMINING I F THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS .' VICIMTY MAP CDWS CONDENSER WATER SUPPLY MT MOUNT 100 -INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS'REQUIRED. _ , :.,.. . CFM CUBIC FEET PER MINUTE MTD MOUNTED -MECHANICAL COOLING CONTROLS TO MEET THE REQUIREMENTS OF 2015 WSEC SECTION C403.3.1. .,_ s In- 1 :r'''" ;iyr '++ r t bth \ �-, >'.. ��'T' CHWR . CHILLED WATER RETURN MUW MAKE-UP WATER -HIGH-LIMIT SHUTOFF TO MEET THE REQUIREMENTS OF 2015 WSEC SECTION C403.3.3,3, N . ,-„ j ' .A",,�- �•,'; ':'i � . ..... .. .... ......... ... CHWS CHILLED WATER SUPPLY N NEW NOT APPLICABLE _ 100. _. FLATOVAL DUCT - TURNING UP OR TOWARD.AA 12. OUTSIDE AIR INTAKE RELIEF AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTORIZED DAMPERS WHICH CLOSE \. S-il th 1, t ,,; I �, z. � > 3 . .., ;... ,,; - ,• �: .I- ............ CLG CEILING IN/ AUTOMATICALLY'WHEN SYSTEM IS OFF OR UPON POWER FAILURE, AS REQUIRED BY ENERGY CO)E. m, x ;.-s• w'!l;, COL CONC COLUMN CONCRETE NC NG NGAS / NORMALLY CLOSED NATURAL GAS f� FLATOVAL DUCT TURNING DOWN OR 100 I r. - 13 . THE CONTROL SYSTEM SHALL BE 7 DAY PROGRAMABLE , CAPABLE OF BEING SET FOR SEVEN (7 DIFFERENT DAY TYPES PER WEEK , ) ., :-. <. .': L� _ " ';. .`.. . ' .. , : - '. ` t �,, s t30tt►,t�1 f ;: -� ' -;; ,: > ' m,- , 5,t Oth S .. COND CONDENSATE NIC NOT IN CONTRACT AWAY AND CAPABLE OF A DEADBAND SETTING 'OF AT LEAST 5 DEGREES F (10 F FOR RESIDENTIAL B TW N ATING AND'COOLING E EE THE HE ��SETTING = .€:.F r., ;i«_'',,, +: %12istS ; . Altentnwn - ' .. CONN CONNECT/CONNECTED/CONNECTION NO NORMALLY OPEN/NUMBER � SETP0INTS. AHU CONTROL SYSTEM SHALL INCLUDE A MLCROPROCESSOR AND BE CAPABLE OF SUPPLY AIR TEMPERATURES BY REPRESENTATIVE BUILD LNG LOADS.:I';; ,, „_ .; `; �'rr-, CONT CONTINUOUS CONTINUATION OA/OSA OUTSIDE AIR 100'' n . =s�>�'e'I. CONTR CONTRACTOR OB OPPOSED BLADE VOLUME DAMPER 14, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING -0WNER WITHIN 90 DAYS OF THE DATE . . t4 �" �' t ;; ,r \,'4; 4::'�Cr`s;. 9 5125th 5;''.t �"+ COORD COORDINATE OBD OPPOSED BLADE DAMPER. 100 .OF SYSTEM ACCEPTANCE PER THE WASHI'NGTON STATE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL ,n -: y \ . ' ',#. z5v,s1 { ? , y�' ,>> L. . COP COEFFICIENT OF PERFORMANCE OD OUTSIDE DIAMETER/DIMENSION r�-a SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT + :' ;, 4 t ,� ', '" ., *�.LL P PUMP . SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE'" , ,, st` :..-'��t.;.' �,-" '4' CT COOLING TOWER + WITH SPECIFICATIONS AND APPROVED PLANS; A PRELIMINARY COMMISSIONING REPORT OF T S P D RESULTS SHALL E T ROCEDURES AN .:i > _ '3 : ': �; CU CONDENSER UNIT PCF POUNDS PER CUBIC FOOT 2 TRANSLTION BE PREPARED PRIOR TO ISSUANCE OF A -FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL C MMIS I0 G REPORT OF 0 S NIN TEST PROCEDURES ND RESUL S SH II BE PROVIDED TO THE OWNER OM I .', -I' %_..'_ ' t" : S 2min 5t z : 'ems . DB DUCTBOARD PD PRESSURE DROP C M SSIONING, SYSTEM BALANCING, RECORD DRAWINGS r„ E ,yy♦♦}, yp- ', DBA DECIBEL PH PHASE AS REQUIRED PER THE WASHINGTON STATE ENERGY CODE, `+; 51�' ............................1.............. ..... 13 PI x. �. \ DDC DIRECT DIGITAL CONTROL POC POINT OF CONNECTION r� vo-.,T+., ? , i; . = s ..- TURNING VANES 15. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE SMACNA AND ASCE 7. SS PRESSURE t = :' !:.: DEFL DEFLECTION PRE ALL LIFE SAFETY HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN I =1 5 FOR RESTRAINT METHODS OR AS NOTED S1t5 i S J.n'- I DEG DEGREE DEGREES PSI POUNDS PER SQUARE INCH ON THE DRAWINGS. REFER TO THE ABOVE NOTED CODES FOR INSTALLATION REQUIR MENTS AND EXCEPTIONS BASED ON SIZING, `` ;. ±'�. X.'` Rivetfon , , .; �S r! DIA DIAMETER PS I G POUNDS PER SQUARE INCH GAUGE �� WEIGHTS AND MOUNTING HEIGHTS . $t i3r t .LU-, r`5 ... _ `L I o I�\ ,� ", , } .°tea " a¢,; y a DMPR DN DWG DAMPER DOWN DRAWING QTY R RA QUAN I TY RELOCATE RETURN AIR FLEXIBLE DUCT 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL SEIZMIC HAZARD B. . WIRES FOR CE I L 1 NG SYSTEM ETC . SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS . ' s 1j �thSt 3: '.; , A. s�fy ''. , 4 • :.1'. t ' €'14I ! a`. '`�"x `'� It35thSt3. „, °t,�+.; irutr7te o , tk s 1 Srh 5t . ,v, 3,,� ,. , Fost4r'! `,I. ) } t E EXH EA EAT EC EER EF EFF EXISTING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE/END CAP/ELEC CONTRACTOR ENERGY EFFICIENT RATING EXHAUST FAN EFFICIENCY RND REF REG REQ RESID RF RG RPM ROUND REFERENCE REGISTER REQUIRED RESIDENTIAL RELIEF RETURN GRILLE REVOLUTIONS PER MINUTE 14x12-SL 14x12 W 14x12-SM SOUNDL I NED DUCT WRAPPED DUCT BARE SHEETMETAL DUCT 17. 18: 19: PROVIDE FIRE AND COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE• ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH A UL APPROVED FIRE .CAULKING. SMOKE DETECTORS PROVIDING AUTOMAT LC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING IN EXCESS OF C U ING MU IP IT UCT 2000 CFM [IN L D LT LE UN S D ED INTO COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY GREATER OR T Y F fi R - THAN 2000 CFMjj EACH S OR 0 RE U N SYSTEMS OVER 15 000 CFM IN A MULTI STORY INSTALLATION PER CODE. SMOKE DETECTOF�S-SHALL BE FURNISHED AND NSTALLED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE• POWER -WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE• s ia7t>t st ,, y. , , 1 -'' ,\ 5 138Eh51=' x S� }' 1 �" `;' :%, z, - ' F' ', I:, .. ` \ , S ;Z t9th 5k s J.:. s t4oth St � ' } 3 rt , 5t .: i4otl+ ... , ., ;.. ,; ;.,_, �''` �'r �`� ' ,;1.40-st, k '�' SitLst-taq'4 �,r.; " t fin'.--`-11�i' xll - ,. • ; . EL ELEC/ELECT ELEVATION ELECTRICAL/ELECTRIC S SA SUPPLY SUPPLY AIR QT WALL MOUNTED THERMOSTAT 20. ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. . EMCS ENERGY MANAGEMENT CONTROL SYSTEM SD SMOKE DETECTOR 21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR• ENT ENTERING SEER SEASONAL ENERGY EFFICIENCY RATING EQUIP EQUIPMENT SENS SENSIBLE �0 5000 SQUARE FOOT RANGE CO SENSOR 22. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS THE FOLLOWING SHALL OCCUR: ESP EXTERNAL STATIC PRESSURE SG SUPPLY GRILLE USE AIRTEST MODEL CT-1000 -ALL VERTICAL JOINTS INSIDE THE SHAFT SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, EWT ENTERING WATER TEMPERATURE SL SOUND LINED EXIST_ EXISTING SM SHEETMETAL co O2 10000 SQUARE FOOT RANGE CO SENSOR -TOPLANDNBOTTOMSWALL TRACKSSSHOULDCBE CAULKED ALONG THEIR ENTIRE LENGTH BY GC ( ) -ANY FLOOR DECKING"PERPENDICULAR TO THE SHAFT SHALL BE CAULKED (BY GC) FILLING WITH ROCK WOOL IS NOT ACCEPTABLE F FAHRENHEIT SPEC SPECIFICATION USE CONSPEC MODEL P2621 -ANY PENETRATIONS -OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING; :..) SHALL BE SEALED ON BOTH SIDES FAC FIRE ALARM CONTRACTOR SD STATIC PRESSURE - OF THE PENETRATION. FD FIRE DAMPER SQ FT SQUARE FEET 1•5 FD C 1.5 HOUR CURTAIN STYLE VERTICAL FIRE DAMPER -USE SECTION 909.5 OF THE 2015 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR FF FINISHED FLOOR SWR SIDE WALL REGISTERI. SHAFT CONSTRUCTION: FLA FULL LOAD AMPS SS STAINLESS STEEL -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM SHAFT PRESSURE. / -I FLEX FLEXIBLE STRUC STRUCTURAL t.s HFD C 1.5 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER 23. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET. REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENTS. FLR FLOOR TA TRANSFER AIR FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50, USE FLEXIDUCT FOB FLAT ON BOTTOM TEMP TEMPERATURE/TEMPORARY 3 FOS FLAT ON SIDE TBD TO BE DETERMINED FD '3 HOUR CURTAIN STYLE VERTICAL FIRE DAMPER WITH FOT FLAT ON TOP TG TRANSFER GRILLE 24: LOCATION AND DETAILS OF EQUIPMENT DUCT ROUTING AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS FP FIRE PROTECTION TOC TOP OF CONCRETE/CURB 3 OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS. AND DETAIL DRAWINGS WHEN APPLICABLE• FPM FEET PER MINUTE TOD TOP OF DUCT HFD C 3 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER FSD FIRE/SMOKE DAMPER TOS TOP OF STEEL/TOP OF SLAB FT I TOT TOTAL CFD C- CEILING RADIATION DAMPER FV FACE VELOCITY TSP TOTAL STATIC PRESSURE G GRILLE TSTAT THERMOSTAT GA GAUGE TYP TYPICAL FSD C 1.5 HOUR VERTICAL COMBINATION FIRE/SMOKE DAMPER GALV GALVANIZED UH UNIT HEATER GC GENERAL CONTRACTOR V VOLT 1.5 GEN GENERAL VD VOLUME DAMPER - F S D GRILLE ACCESS 1.5 HOUR VERTICAL COMBINATION GPM GALLONS PER MINUTE VEL VELOCITY GA FIRE/SMOKE DAMPER GR GRILLE VERT VERTICAL .. GIRDGRILLE/REGISTER/DIFFUSER VFD I VARIABLE FREQUENCY DRIVE HFSD 1.5 HOUR HORIZONTAL COMBINATION FIRE/SMOKE DAMPER GWB VOL VOLUME HD I HEAD WB WET BULB HORIZ HORIZONTAL WG WATER 'GAUGE TFSD 1•s G 1.5 HOUR TUNNEL CORRIDOR COMBINATION FIRE/SMOKE HP HORSEPOWER W/ WITH DAMPER HR HOUR W/o WITHOUT HSPF HEATING SEASONAL PERFORMANCE FACTOR W/SF WATTS PER SQUARE. FOOT1 3 IFSD 3 HOUR VERTICAL COMBINATION FIRE/SMOKE DAMPER HT HEIGHT - WSEC HWTG HIGH WALL TRANSFER GRILLE HWR HWS HOT WATER RETURN HOT WATER SUPPLY 3 HFSD G 3 HOUR HORIZONTAL. COMBINATION FIRE/SMOKE DAMPER HX HEAT EXCHANGER 3 TFSD C$ 3 HOUR TUNNEL CORRIDOR COMBINATION FIRE/SMOKE DAMPER SD C VERTICAL SMOKE DAMPER MIMIMUM HANGER SIZES FOR ROUND DUCT DIAMETER MAXIMUM . . SPACING . WIRE: DIAMETER ROD . . _ DIAMETER STRAP SIZE . 10" or LESS 12, ,1 @ 12.GA 1/4' 1,, x 22 GA 11 I TO 18 .. ... 12 2 @ 12 GA......_ _. OR __ .. 1@8GA 1/4 . _ _ 1 x 22 GA . _._ ...._ 11 19" TO 24" 12' 19 10 GA ,. 1/411 111 x 22 GA 25" TO 36" 12' 2 @: S GA 3/8" 1" x'20 GA 37 TO 50" 12, n/a 2 @ 3/8" 1" x 20 GA 51"' TO 60" '12' :n/ 2 8" @ 3a . 2 @ V' x 18 GA 61" TO 84" 12' n/a: 2 @ 3/8" 2 @ 1" x IG GA . MIMIMUM HANGER SIZES FOR RECTANGULAR DUCT . MAXIMUM PAIR @ 10 SPACING PAIR,@ 8 SPACING . PA. @ 5 SPACING PAIR @ 4 SPACING I. HALF OF DUCT >PERIMETER 'STRAP WIRE/ROD.STRAP __ WIRE ROD /_ STRAP WIRE/ROD STRAP-WIRE/ROD _ P 2 = 30" _ .. V x 22 GA ..: 10 GA „ .. ...; 1 x 22 GA 10 GA 1" x 22 GA 12 GA 1": X 22 GA 12 GA �'. - R/2 - 72 is 1 x l$ GA li-. 3/8 1 x 20 GA 1 /4 1 X. 2 2 GA 1 4 ,. / 11 1 x 22 GA 1 4 I, / P/2 = 96" 111 x 16 GA 3/811 1'' x 18 GA 3/8" 1" x 20 GA. 3/811 1" x 20 GA 3/8" P/2 120„ 1.5,I x 16 GA 1/2,I 1,, x 16 GA. 3/8p 1O x 18 GA 1 3/81 121 : x 18 GA 3/8„ P1 / 2-168 1:5 x16GA 1 2 // 1.51.x16GA` 1 2 1-x16GA 3 8 / x16GA 3 8 / _ ._ ,, 192 _ NOTGIVEN l/2 I ; „ 1.5 x16GA 1 '2„ / 1 x16GA/ �3/8I " 1"x 16 GA 3 8"P/2 P�2> 19Z SPECIAL ANALYSIS' REQUIRED . WHEN STRAPS ARE LAP JOINED USE THESE MINIMUM SINGLE HANGER MAXIMUM ALLOWABLE LOAD IN LBS.. FASTENERS _.:. . STRAP WIRE OF ROD DIA. ( ) ._ ............ _ 1'.' x 22 GA 1........ 160 0.1061, ........... 80 .__..... .... . _ _ 1" x 18, 20, 22'GA - TWO #10 OR ONE 1/4" BOLT V1 x 16 GA - TWO 1/4" DIA. ....................... . __.1. 1" x 20 GA i 320 0135" 120 _..... .. ..... ....... ... ."" ........_ 1.5" x 16 GA TWO 3/8" DIA. 1':` x 18 GA 420 .0.162" ` 160 _.. .. -: ::., ; . .. ....._ : _:. . .. 1'` x 16 GA , .......... 700 1. 1/41' 270. PLACE FASTENERS IN SERIES, ,.: NOT SIDE BY SIDE. 1.5" x 22GA 1100 3/V' 680 ...._.... I _ _ _ € l/211 1250 . ...... ........... .__ ..1..... I...", ... . ._ .. .., ... ? ..... I _. i .. � .... 5/8 _ 2000 .................. ... . . .............. . ... .. ........... _ .._..,...._... ,.... , . . . _ ..,, _.. _ _ ., _. : . ,. FILE oPv Permit No. Plan review approval is subject to errors ana omissions Approval of ronstructlon documents does not auth.• rize the violation of any adopted code or ordinance Receipt of approved Field Copy and �ndops `Icnowl qea: gy: I � I I . . . . I � I . I . I Date: . CitV of TUKWIIa BUILDING DIVISION a 5 r 2 __ WSE_ DUST`_ INSULATION REQUIREMENTS __ . -o-.e_ C403.2.8 ,Duct -and le'num insulation and eRhn ., g. : L. ::' - :: ::LL. :_ R REVIEWED FOR 1.1.P , . _ . L. _. _. . ., 1. 11.1: ... 1.. ' :.' COIVP CODE LIRtVCE __ s _ 1 p . , o1. eying L.C40118.1 Ducts shaft a> d le`' WAS c Conveying C40 . Il _ 3 2.$.x A .:L : L L ; :s. - - ,: and return au duets and APPR®VE® onside' air froill the exteri rI'll f. the buildiri the __ _ o o to . __ _ . , .... _. ... .. __. __ -- ..... _: ,:.. lenum a - - _ s sh lt. he utsulated with a minimum of R 6_ :; h _: . 1. L. . iriechatlical s "stem fiall meet all'atr leaka e a't y . , g did i, + . : sulatx n where located m unconditioned tmdrlrcmed spares and, ' 1.Z019 . . FEB 2.5 bu ldin .cnvclo c insliI : , , . r' ' c e ton . ttr n nts of.Sccrion _ ...:. ... _ g: -' _ _ _ q.. __ _ . . where located outside' J,*-buildin wlth a milirinum _ _ _ _ _ . , . _. __ .. :: J 1�-� C.02 lus but.1. env .. e vaporcot7trol1. �P ' h . P1. of R-8ansulatlon m Chmate.Zane. and R-12 ` l -,:. . . City of TukWila rec utrements: rcrm the ItZt ,/,jL7 �tuzZj.al Building C &M 1 , : I insulation in Cl.lniate Lone 5 . t _ _: . Where located Within _. BUILDING G DIVISION extendin continuo isl , frain the bulldin T exterior to .. - S.1.1. :: buildln envelo : e the duct of lenum shall := _ p 5, n _L. _1.:: . aii''autoinatic shutoff dam per or heatin or coolin _....1. _ _ __1 g ;; L.assembl, . be se arated fro n 1 tlae'LLburldtn exterior P g _ e'"ur inert. F `i` the `'u' e f i di" tw 0 OS 5 o bu l ll a elo a 'I __ q P _ _ __ purposes _. g L.or Ul]COndi i e tion d or e11 11 t s ;a.ces b ri�inimum : . REVISI SION 0� ..,. , . .. m5ulatlon rr1. ullements_,duct L' ::: c5 shat(mcEt the __ 1. 1. i _ __ _. tr 5u1.11LL.LIL =v1. .___ : _ _ i ldttun clue a5 re cared. for extertor walls b _ _ _ -� re "uireinents for metal framed Walls er Table -_..: h Section C402.13. _l C402:14. Duct surfaces rcliided as art of t _: p , .. . ' ' ' _ :: biildrn ` envelo e sh ll not e used i i; c _ g _ _ p. a _ . b i th calculation . : .. .. 1.�Vhere located within equipment. �tneilt. q l_ . of maxrmu.11:tii glaztilg'area. as described in Section1. L: ",. ., I 1.2 1. G41.02.4:1. _ _ „?there the des.t *il;tern �erature dtffelence. : . .1._.. �... 1 1. _ ....: . . . 1.1.1.w F�tcetlons: :.bet een the interior and 'exterior of the d�ict ........° ;, - r leniun does n' excee p_ o d 15 F 8:C) _ __ ..:, : 1. _ Outside air ducts servile individual su 1 . _ g ,:: PPY - .: . .. .. _ V�lhere located within conditions sac i 1 d. p st Pp Y.. . ait,units with:less thairl.2 800 Ifni of total .:.:'.: U _ 1 all ca 1a V de '1 _ o' s ctt rot d these are pr:Y 1 _. _. _ . _ _,._ _c, .. - _ _ - du t i c s h ch co e 1. at 1 less v n� su alt rem �e atures Y _ Pp_ .... _ . _ 1 _- , , . _ :y,P :.,: In t late t' -1.than s1 to 7 a -: 0 55 F,or: •eater• t}an :105 F shall be nsulated ' _. . .: _ __ 1. 1. . 2. Un1.he1.ated e,: ui . anent rooms witli q P _ .. wrth.:a lninlillutn o : -` i': R 3,_ _>Lnsulatton• . _ . . LI, ,. _ :: v :: : _ _ _ _ l bu tr air l t n.. s on ou srs, provided he are p Exce tii it . uc Y unL. a ' o t . twolk e/ osed to tew cat.. . _ .. --__ . P: _ _. - _ p _ _ __ _ _ _L. . -; ' L.c . _. __Y . - - isolate d fionl conditioned s ace at sides to P P z� a _ he r 118 th t serves that zone is not i e un ed to .... 9 : ,, ... _ ........ _ _ ...... __ _ _ _ _ . L. ,. . . .. _ anL.d boUum'of the room<With R-11 nominalL. _ ._ _ . __.........._,. __ _ _ _ msulatcd . insI ' 1.. LL: All duels, aii= handlers, and titter boxes shall he . .1ulation. scaledI Joints and seaiI 1.s shall comply With Section L.. :'. 603' 9 of the IfZfer•rtatioI (f �'Mlechar icaI Carle. . I < 0. . .11 W U . W . 1--- ::) 0 . W D Oz W `'� �✓ M 0 0 r ) I- � z m 0 � I- Z - IJ a_ 0r� LL a_ _ _ �:. a z F-- z oN Q J F- U w - o U) - � 0 N W m . ' a- ly N T- 5 v> � H FILE NAME - TCPBB M PROJECT ENGINEER : JGL .......... . ................ DATE REVISED ...........,........:...........,..I.... ....... ......... ................................................. :1 -4-201 .. ..... ... 9 ......... ...... .......... JOB NUMBER : 9630 SHEET NUMBER. M 1 � -1) GAS APPLIANCE ROOFTOP A/C UNIT ° A/C UNIT BASE RAIL A/C UNIT GAS COCK CUR DIRT LEG ® ^�j (4) #10 TEK SCREWS LLf UNION (6) #10 TEK SCREW - 6 GA.x4" WIDE HOLD GAS CONNECTION DETAIL DN CLIP. 4 PER U o° o No SCAB M-3 o0 0 FACTORY CUR LAG CURB TO ROOF: WATERPROOFING AND ROOFING SEE STRUCTURAL DRAWINGS AROUND CURB BY OTHER FOR DETAILS. BY OTHERS. SPACE HOLD DN CLIPS EVENLY AROUND UNIT CURB: FLD. DETAIL V�ZVV__�71 TO AVOID UNIT LIFTING POINTS ROOF DECKING PER ARCH PLANS: STRUCTURAL MEMBER PER STRUCT PLANS.' ROOFTOP UNIT TIE -DOWN DETAIL q SCALE: NTs M-3 HVAC CONSTRUCTION NOTES O1 NEW 5-TON ROOFTOP GAS FIRED AIR CONDITIONER ON ROOF. MOUNT ON FACTORY CURB PER DETAIL 'A' ON SHEET M-3. FLD DETAIL. O2 FACTORY S/A AND R/A.DROPS FROM ROOF CURB ABOVE. 0 26x12-SM EXPOSED R/A DUCT. CONNECT TO R/A DROP FROM UNIT AS SHOWN. CUT 22x22 HOLE IN TOP OF DUCT AND COVER WITH EXPANDED METAL GRILLE. FLD DETAIL. 14" 0 EXPOSED SPIRAL DUCT. CONNECT TO S/A DROP FROM UNIT AS SHOWN. FLD DETAIL. ROOFTOP A/C O5 MOUNT .NEW 7-DAY PROGRAMMABLE THERMOSTAT ON COLUMN AT 60" AFF. UNIT FLD COORDINATE. © EXISTING GAS FIRED UNIT HEATER. AnAliENZWgPier, COIL THERMOSTAT AT E_ - - - - - - UNIT. EXISTING FLUE TO REMAIN AS -IS. O7 RELOCATE EXISTING TSTAT COILED IN CEILING TO THIS LOCATION. (4) #10 TEK SCREWS SLEEPERS © DISCONNECT EXISTING GAS PIPING FROM ABANDONED UNIT HEATER AND (4) 2" LONG #10 WOOD SCREWS CONNECT NEW " GAS LINE AND ROUTE TO NEW ROOFTOP UNIT AS SHOWN. 16 GA.x4" WIDE ANGLE A/C UNIT FLD DETAIL. SM FLASHING OVER SLEEPER Oq NEW GAS LINE UP TO RTU-1. CONNECT PER DETAIL 'B' ON SHEET M-3. BY USM. FLD DETAIL. A/C UNIT 10 ADD TWO NEW DIFFUSERS IN THIS AREA AND CONNECT TO EXISTING DUCT BASE RAIL WATERPROOFING AND ROOFING AS SHOWN. FLD COORDINATE ANY ADDITIONAL GRD MODIFICATIONS NEEDED IN _x THIS AREA WITH G.C. —I OVER SLEEPERS BY OTHERS. 11 NO WORK IN THIS AREA. CANT STRIP BY OTHERS. �� 12 DUCTLESS FAN COIL UNIT. HANG OV ER DOOR AS SHOWN. FLD DETAIL. . ., 71, HEAT PUMP CONDENSING UNIT MOUNTED ON ROOF AT THIS APPROXIMATE LOCATION. SEE DETAIL 'C' ON SHEET M-2. FLD COORDINATE. LAG SLEEPER TO ROOF. 14 FACTORY REFRIGERANT LINE SET FROM INDOOR FAN COIL UNIT UP TO HEAT SEE STRUCTURAL DRAWINGS X ROOF DECKING PER PUMP UNIT ON ROOF. FLD DETAIL EXACT ROUTING. FOR DETAILS. BY OTHERS. ARCH PLANS. TREATED WOOD SLEEPER ONE HOLD DN ANGLE AT EACH. POINT WHERE UNIT CONTACTS STRUCTURAL MEMBER SLEEPERS PER STRUCT PLANS. ROOFTOP UNIT TIE -DOWN DETAIL rC SCALE: NTS M-4 PACKAGED ROOFTOP GAS FIRED AIR CONDITIONING UNIT SCHEDULE BLOWER. ECONO CYCLE OSA CFM` COOLING CAPACITY BTUH HEATING CAPACITY'BTUH ELECTRICAL SOUND dBA WT LBS NOTES UNIT ID: MAKE & MODEL, NOM TONS CFM ESP HP' SPD . TOTAL SENS SEER INPUT OUTPUT AFUE VOLT / PH MCA: RTU=1 TRANE #YSC06�JG3 '5:0 2000 0.5 �.00 3` YES 150> 60000 49000 14 100000 g1000 ' 80% 208 3 29 81: 730 1, 2; 3. UNITE D SYSTEMS Us A FULL SERVICE COMMERCIAL. HVAC CONTRACTOR 1400 AIRPORT WAY SOUTH SUITE 202 SEATTLE, WASHINGTON 98134 (206)933-6036/FAX 937-3084 E. S � CTO 19172 L✓� RFGI STERE9 ONaL EXPIRES 05-09-2020 1-4-19 ♦W U W F- O LLJ O Ld >. Q z Z Z m ry O Z J n l U) 0 W Z CDQ N J`'-oCg U N W N Y NOTES: 1. POWER WIRING, MOTOR STARTERS AND DISCONNECTS BYE.C: 2, CONTROL UNIT WITH 24 HOUR 7 DAY PROGRAMMABLE THERMOSTAT. USE HONEYWELL VISION PRO SERIES OR EQUAL................................................"""' 3; UNIT PROVIDED WITH 100%OSA ECONOMIZER, BAROMETRIC RELIEF; FACTORY ROOF CURB, RETURN AIR SMOKE DETECTOR DIRECT DRIVE MOTOR` TWO STAGE IVIED HEAT. FILE NAME "" PROJECT ENGINEER DATE REVISED ......................... ......................................... JOB NUMBER TCPBB—M "" .... .......... J(�L ....... ... .. :2-8-2019 ......................................_............... 9630 CUCCT All UADCD DUCTLESS SPLIT SYSTEM. EQUIP MEN TISCHEDULE. UNIT ID AREA OF SERVICE MAKE &MODEL CLG MBH TOTAL HTG MBH TOTAL ENT. AIR TEMP. ELECTRICAL SEER! HSPF VVT /LBS NOTES' I D.B. I W.B. IVOLTI PH I MCA IMOP AC-1 !CU<1 SERVER ROOM FUJITSU INDOOR UNIT=I2RLS3YASU OUTDOOR UNIT =12RLS3AOU 12 16 80 67 208 1. 1 15 29:3114 3.1 1,2 208 1 14 84 NOTES: 1. POWER WIRING, MOTOR STARTERS AND DISCONNECTS BY E.C. 2. CONTROLWITH FACTORY WIRED CONTROLLER#UTY-RNNUM. 1 REVIE _C rC) ' "... , CODE COS P_IANCE PP OVED RECEIVED FEB 2 5 CITY OF TUKWILA FEB '1 ' 4 2019. 0 0 0%6 Pity Of Tukwila PERMIT CENTER BUILDING DIVISION . -.... r \ I-1 % A 1 /-\ \ T I I I / 1 A I 1 A /'\ r\ A A A A r- r1 r\ r' 1 --1 A r--, 1 / I REVISIONS No Changes shall be made to the scope Of work without onor approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional I i p an review. SUITE 202 .PROJECT DATA ---- -__ SEATTLE, WASHINGTON 98134 MECHANICAL ABBREVIATIONS MECHANICAL LEGEND MECHANICAL GENERAL NOTES (206) 933-6036/FAX 937-3084 ADDRESS OF PROJECT 10X10 RECTANGULAR SUPPLY AIR DUCT - 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2015.IBC, 1267_0 INTERURBAN AVENUE SOUTH ,. A AMPS HZ HERTZ 2015 WSEC, 2015 IMC, 'r'"'1+ TURNING UP OR TOWARD TUKWILA, WASHINGTON I. I. AC AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE 10X10 E. S ACH AIR CHANGES PER HOUR ID INSIDE DIAMETER/DIMENSION --® 2. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS NOTED OTHERWISE 98168 �� WASylN G ACT ACOUSTICAL TILE CEILING I MC INTERNATIONAL MECHANICAL CODE 3 , DO NOT SCALE DRAWINGS . DIMENSIONS GOVERN . ASSESSORS PARCEL NUMBER �To AD ACCESS DOOR. IN INCHES 10X10 IBC RECTANGULAR SUPPLY. AIR DUCT.- 0004800003 (+ ADD L ADDITIONAL IN WG INCHES WATER GAUGE TURNING DOWN OR AWAY 4. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR AFF ABOVE FINISHED FLOOR IPLV INTEGRATED PART LOAD VALUE tOX10 1\ TO PROCEEDING WITH THE WORK. AFG ABOVE FINISHED GRADE KW KILOWATTS 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK DETAILS SHALL BE THE SAME LEGAL DESCRIPTION AHU AIR HANDLING UNIT LAT LEAVING AIR TEMPERATURE __ AS FOR OTHER SIMILAR WORK . I F ADDITIONAL QUESTIONS REMAIN , CONTACT THE EN6 I NEER PRIOR TO PROCEEDING . LEWIS C C-D C37: BEG N::81-44-15 E 199:17 FT s :: :: O 19172 w� ALUM ALUMINUM LB/LBS POUND/POUNDS 10X10 RECTANGULAR EXHAUST OR RETURN AIR #.GISTE�� 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. FROt.INUB'.AT END OF CURVE ON CENT;LN OF F`J, V AMP/AMPS AMPERAGE LD/L I N D I FF LINEAR DIFFUSER 10X10 - DUCT -TURNING UP OR TOWARD DUWAMISHRENTON JUNCTION RR SD HUB BEING SI EN AP ACCESS PANEL LF LIN FT LINEAL FOOT FEET - NA / / �� 7 . DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS . UNLESS OTHERWISE NOTED APPRox 1200FT N AND 44o Fr; W OF;;i/4 cOR BET ARCH ARCHITECT LPG LIQUID PROPANE. GAS LOW PRESSURE DUCTWORK ( DOWNSTREAM OF VAV BOXES , CONSTANT VOLUME AC SYSTEMS , TO I LET EXHAUSTS ETC . SECS 14. & 15=23-4 . TH iN 49=24 00 ,W 2535 FT TH : N ;; EXPIRES os-o9-Bozo BDD. BACKDRAFT DAMPER LVG LEAVING , TO MEET 2" CONSTRUCTION STANDARDS ;WITH SEAL CLASS C, MEDIUM PRESSURE DUCTWORK UPSTR OXES 09-:s=00:E 52;:FT TO TRUE BEG TH S 82-40'50 Ei 10X10 !, RECTANGULAR EXHAUST OR RETURN AIR BHP BRAKE HORSEPOWER LWG LOW WALL GRILLE f HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCTORISERSBIN SHAFTS b90I'T.TH N .9 22=30!:E 643.35 FT:TH N 01-51 30 DUCT - TURNING DOWN OR AWAY W :343 FT:I;TO LEFT BANK .OF .DUWAMISH. RIVER,: BEING.:'. :I BLDG BUILDING LWR LOW WALL REGISTER tOX10 / WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. -�}- g BOD BOTTOM OF DUCT LWT LEAVING WATER TEMPERATURE / NAY BOUNDRI OF LEWIS: a c TH SWLY.i ALc ' SD: BANK OF `: . BOP BOTTOM OF PIPE MAX MAXIMUM 8. ALL CEILING DIFFUSERS ARE 4-WAY THROW UNLESS NOTED OTHERWISE . RIVER To';PT N..QO 39,=;4.0 W OF TRUE BEG TH; S .. 00,=39-40!E TO TRUE BEG ALSO:POR OF D C LY.W:OF BOT BOTTOM MAU MAKE UP AIR UNIT 100 9, ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS AFTER LINING HAS BEEN INSTALLED. " REVISIONS BTU BRITISH THERMAL UNIT MBH 1000 BRITISH THERMAL UNITS ABOVE DESCRIBED: LAND. -SLY .16:;15 FT AND A::16 FT FT.::. ROUND DUCT -TURNING UP OR TOWARD STRIP ADJ AND PARL TO: ELY :LN OF 'R/W OF:-P S ELEC ; # BTUH BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPACITY 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10.FEET AWAY FROM ANY FUEL BURNING EQUIPMENT, AND 10 FEET - AWAY FROM OR 3 FEE r B W AN CO;:FOR JOINT, RD TGW LOT 41:':or ,PLAT.,OF,;:RIVERSIDE: . DATE DISCRIPTION CAP CAPACITY MD MOTORIZED DAMPER® ELO Y PLUMBING VENT OR EXHAUST OUTLET, „ CC CONTROLS CONTRACTOR MFR MANUFACTURER - INTERURBAN TRS . 11. ALL AIR ECONIMIZERS SHALL BE CAPABLE OF THE FOLLOWING: CD CONDENSATE DRAIN MISC MISCELLANEOUS 10 r -0% TO 100% OF THE DESIGN SUPPLY AIR CDWR CONDENSER WATER RETURN MIN MINIMUM ROUND DUCT -TURNING DOWN OR AWAY CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN METE EE PART OR ALL OF THE BUILDING COOLING LOADS. VICINITY MAP - - CDWS CONDENSER.WATER SUPPLY MT MOUNT ), 100 ;; -INTEGRATED TO PRO VIDE. PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. _ . MTD MOUNTED -MECHANICAL COOLING CONTROLS TO MEET THE REQUIREMENTS OF 2015 WSEC SECTION C403,3.1 r = : 1:,,, ,,!` ,'_ wt•,0;; , ,,' � •. CFM CUBIC FEET PER MINUTE -HIGH-LIMIT SHUTOFF TO MEET THE REQUIREMENTS OF 2015 WSEC SECTION C403,3.3.3. <.: Sl16tht: �,.. . CHAR CHILLED WATER RETURN MUW MAKE-UP WATER ,, 7si; ;, FLATOVAL DUCT TURNING UP OR s .,. S Li7th I't'<. _...... ....... . s� w '�,,;, , W ' .,� . F,.',;, CHWS CHILLED WATER SUPPLY N NEW 10� ._ 12. OUTSIDE AIR INTAKE RELIEF AND EXHAUST OPENINGS SHALL BE E UIPPED WITH MOTOR. C 'a ,�' TOWARD Q ZED DAMPERS WHICH LOSE N A' NOT APPLICABLE : ,'." ',>.7, CLG CEILING / AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE, AS REQUIRED BY ENERGY CODE.'a, ^, ,,:. ,,• ,ks,;z„ �+i; COL COLUMN NC NORMALLY CLOSED rr a;' 1.. .� �n ,, t: FLAO-TURNING DON R � pE �0ih sr . 0 CR E NG NGAS NATURAL GAS TOVAL DUCT W 0 13 THE CONTROL SYSTEM ,HALL BE 7-DAY PROGRAMAEILE, CAPABLE OF BEING SET FOR SEVEN 7 DIFFERENT DAY TYPES PER WEEK s-34th.t�l., ...._ 55..,._ ,. CONC 104 I r ( ) , �,, �+' . I .I AWAY AND CAPABLE OF A DEADBAND SETTING OF AT LEAST 5 DEGREES F 10 F %r -. 0:, _ �; .� 1st COND CONDENSATE NIC NOT IN CONTRACT (( F OR RESIDENTIAL BETWEEN THE HEATING AND COOLING � ;_ Alteniown '� tx SETPOINTS. AHU CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE OF �I`SETTING SUPPLY AIR TEMPERATURES - -; � . � ,-,: , NORMALLY OPEN NUMBER C.,:._x c1;: CONN CONNECT/CONNECTED/CONNECTION NO / .,:. ..,, ;,Va :,. - '�+ BY REPRESENTATIVE BIJILDING LOADS. CONT CONTINUOUS/CONTINUATION OA/OSA OUTSIDE AIR 10s� I ; ., K�0° Ii CONTR CONTRACTOR OB OPPOSED BLADE VOLUME DAMPER 14, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 9 D S OF THE DATE -'' s.,,=Q:i ,.: 0 AY E g ` ' ".12sth 5} s '1 �. ,i . s s 10D OF SYSTEM ACCEPTANCE PER THE WASHINGTON STATE ENERGY CODE. AN OP RAT N A z5dii5t. }__ k COORD COORDINATE OBD OPPOSED BLADE DAMPER E I G M NUAL AND MAINTENANCE MANUAL ,.., .. ,;,'� ..... -t SHALL BE PROVIDED TO THE BUILDING`OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT _�. "ti'"d''' COP COEFFICIENT OF PERFORMANCE OD OUTSIDE. DIAMETER/DIMENSION , `{ i`; .;, _,!� �r xr aI SHALL BE PROVIDED TO THE OWNER , . HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OP RA I N ACCORDANCE X t w , ,..S i26,th St � , . r -. - ....... - .----... - .--. -... '_-'..-. _ WITH SPECIFICATIONS AND APPROVED PLANS. A PRELIMINARY COMMISSIONING. REPORT OF TEST PROCEDURES AND RESULTS SHALL II CT COOLING TOWER P PUMP E TE PCF POUNDS PER CUBIC FOOT `i2�th St 129�h . , Cu CONDENSER UNIT TRANSITION BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF .. , 5128th51 . T AR PD. PRESSURE DROP TEST PROCEDURES AND .RESULTS SHALL BE PROVIDED TO TH "` _ , 1i� �; `� DB DUC BO D E OWNER. COMMISSIONING, SYSTEM BALANCING, RECORD DRAWINGS q. ,,,., AS REQUIRED PER THE WASH I NGTON STATE ENERGY CODE . �^ "'Gn 5134thr s ' -... DBA DECIBEL PH PHASE y �. 4 _ ., , ,,v DDC DIRECT DIGITAL CONTROL POC POINT OF CONNECTION. ,'.., TURNING VANES 15 . MECHANICAL SYSTEMS SHALL COMPLY WI TH S I SM I , " E C RESTRAINT REQUIREMENTS OF THE BUILDING CODE SMACNA AND ASCE 7. >��N DEFL DEFLECTION PRESS PRESSURE ALL LIFE SAFETY HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN I =1. 5jli1,t't II 5 FOR RESTRAINT METHODS OR AS NOTED - DEG DEGREE DEGREES PSI . POUNDS PER SQUARE INCH ON THE DRAWINGS . REFER TO THE ABOVE NOTED CODES FOR INSTALLATION RE U I R�MENTS AND EXCEPTIONS SED ON SIZING' I ''''�' ti 4 S i33t `. s� t"k' 51 3rA 5t .tttVECt rt .w 3, t rs ,w,:� fi � • h . �b �A DIA DIAMETER PS I G POUNDS PER SQUARE INCH GAUGE WEIGHTS AND MOUNTING HEIGHTS : Q BA . a �� ,,, � r ,. 4 .-, �t --... ................ "'--'----'---"' DMPR DAMPER QTY QUAN I TY � M' 51,31th St ? ,. I�, . V 3 I. w pry;.. , `' 44z .... FLEXIBLE DUCT 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL SEIZMIC HAZARD B. t.b ;, R/- DN DOWN R RELOCATE 1135tta 5 ,, a M 0- Sotttit t to A DWG DRAWING RA RETURN AIR WIRES FOR CEILING S'fSTEM ETC . SHALt NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT .SUPPORTS .� 135th st v,.t 3r i'ri Fa�tr% E EXISTING RND ROUND 17 , PROVIDE FIRE AND COMBINATION FIRE SM K 5:137 : ; 'rx �, ° - `° iastr :H 14x12-SL SOUNDLINED DUCT / 0 E DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. EXH EXHAUST REF REFERENCE c: Iz 4 Garl1 S 138tfi Sty , +, NOZZ ` `ti tit 18. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH A UL APPROVED FIRE AU G - EA EACH REG REGISTER C LKIN I f ': $._! 49ti� $t EAT ENTERING AIR TEMPERATURE REQ REQUIRED 14x12-W .WRAPPED DUCT , z4tl 19 . SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING I N EXCESS OF S lttkir St., ,,. ,,, ,. 3 51oth st. �,, EC EGGCRATE GRILLE/END CAP/ELEC CONTRACTOR RESID RESIDENTIAL 2000 CFM INCLUDING.MULTIPLE UNITS DUCTED I T [ N 0 COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY GREATER -:& ,:.; a'."�,�., 1. ist St r� EER ENERGY EFFICIENT RATING RF RELIEF THAN 2000 CFM OR EACH STORY OF RETURN SYSTEMS OVER 15 000 CFM IN A MU TI- T ;:S alstNt ,• ., ,,;, 4y EF EXHAUST FAN RG RETURN GRILLE 14x12-SM BARE SHEETMETAL DUCT L S ORY INSTALLATION PER CODE. ; � , S:142nd� � SMOKE DETECTO S SHALL BE FURNISHED AND NSTALLED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. POWER -WIRING a ...I..... ........... ....... .......... ...............1....1 .............. .......... ................... ... .........................: EFF EFFICIENCY' RPM REVOLUTIONS PER MINUTE AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE. EL ELEVATION S SUPPLY 20. ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. ELEC/ELECT ELECTRICAL/ELECTRIC SA SUPPLY AIR � WALL MOUNTED THERMOSTAT EMCS ENERGY MANAGEMENT CONTROL SYSTEM SD SMOKE DETECTOR 21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. ENT ENTERING SEER SEASONAL ENERGY EFFICIENCY RATING 22. FOR ALL "SEALED AIR TIGHT" SHAFTSORROOMS THE FOLLOWING SHALL OCCUR: EQUIP EQUIPMENT SENS SENSIBLE co 5000 SQUARE FOOT RANGE CO SENSOR ESP EXTERNAL STATIC PRESSURE SG SUPPLY GRILLE 1 USE AIRTEST MODEL CT-1000 -ALL VERTICAL JOINTS INSIDE THE SHAFT SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE.SHAFT CORNERS BY GC) EWT ENTERING WATER TEMPERATURE SL SOUND LINED -TOP AND BOTTOM WAL!. TRACKS SHOULD E CAULKED ALONG THEIR ENTIRE LENGTH BY GC EXIST EXISTING SM SHEETMETAL co 10000 SQUARE FOOT RANGE CO SENSOR ( ) F FAHRENHEIT SPEC SPECIFICATION O2 -ANY FLOOR DECKING rERPENDICULAR TO .THE SHAFT SHALL. BE CAULKED (BY GC) FILLING WITH ROCK WOOL IS NOT ACCEPTABLE USE CONSPEC MODEL P2621 -ANY PENETRATIONS OFTHE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING, ) SHALL BE SEALED ON BOTH SIDES FAC FIRE ALARM CONTRACTOR SP STATIC PRESSURE . OF THE PENETRATION, FD FIRE DAMPER SQ FT SQUARE FEET 1.5 -USE SECTION 909.5 OF THE 2015 IBC'FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR - FF FINISHED FLOOR SWR SIDE WALL REGISTER FD C 1;5 HOUR CURTAIN STYLE VERTICAL FIRE DAMPER SHAFT CONSTRUCTION FLA FULL LOAD AMPS SS STAINLESS STEEL 1.5 -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE. . FLEX FLEXIBLE STRUC STRUCTURAL HFD 1.5 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER 23, MAXIMUM LENGTH OF.FLEXIBLE DUCT SHALL BE 12 FEET, REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENTS, FLR FLOOR TA TRANSFER AIR FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50. USE FLEXIDUCT FOB FLAT ON BOTTOM TEMP TEMPERATURE/TEMPORARY 3 MODEL G-KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. INSULATE DUCT PER NOTE 11 ABOVE. FOS FLAT ON SIDE TBD TO BE DETERMINED. FD 3 HOUR CURTAIN STYLE VERTICAL FIRE DAMPER . FOT FLAT ON TOP TG TRANSFER GRILLE 24. LOCATION AND DETAILS OF EQUIPMENT DUCT ROUTING AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH FP FIRE PROTECTION TOC TOP OF CONCRETE/CURB 3 OTHER TRADES. INSTALL !N ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE.. FPM FEET PER MINUTE TOD TOP OF DUCT HFD Gam. 3 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER . FSD FIRE/SMOKE DAMPER TOS TOP OF STEEL/TOP OF SLAB . FT FOOT/FEET TOT TOTAL FV FACE VELOCITY TSP TOTAL STATIC PRESSURE CFD G� CEILING RADIATION DAMPER G GRILLE TSTAT THERMOSTATI I I . GA GAUGE TYP TYPICAL FSD ,&-- 1.5 HOUR VERTICAL COMBINATION FIRE/SMOKE DAMPER GALV GALVANIZED UH UNIT HEATER GC GENERAL CONTRACTOR V VOLT GEN GENERAL VD VOLUME DAMPER FSD GRILLE ACCESS 1.5 HOUR VERTICAL COMBINATION GPM IGALLONS PER MINUTE VEL VELOCITY GA FIRE/SMOKE DAMPER GR GRILLE VERT VERTICAL GIRD GRILL E/REGISTER/DIFFUSER VFD VARIABLE FREQUENCY DRIVE HFSD G� 1.5 HOUR HORLZONTAL COMBINATION FIRE/SMOKE DAMPER GWB GYPSUM WALL BOARD VOL VOLUME HD HEAD WB WET BULB HORIZ HORIZONTAL WG WATER GAUGE 1'5 TFSD C- 1.5 HOUR TUNNEL CORRIDOR COMBINATION FIRE/SMOKE HP HORSEPOWER W/ WITH DAMPER HR HOUR W/0 WITHOUT HSPF HT HEATING SEASONAL PERFORMANCE FACTOR HEIGHT .W/SF WSEC WATTS PER SQUARE FOOT WASHINGTON STATE ENERGY CODE 3 FSD 3 HOUR VERTICAL COMBINATION FIRE/SMOKE DAMPER HWTG HIGH WALL TRANSFER GRILLE HWR HWS HOT WATER RETURN HOT WATER SUPPLY 3 HFSD 3 HOUR HORIZONTAL COMBINATION FIRE/SMOKE DAMPER HX HEAT EXCHANGER 3 TFSD @- 3 HOUR TUNNEL CORRIDOR COMBINATION FIRE/SMOKE DAMPER SD VERTICAL SMOKE DAMPER MIMIMUM HANGER SIZES FOR ROUND DUCT I' TE DIAMETER _ MAXIMUM SPACING WIRE DIAMETER ROD DIAMETER STRAP SIZE 10" or LESS' 12' 1 @ 12 GA 1/4' 1 x 22 GA 11" TO 18" __ ._.. __ 12' ......_ 2@12GA 0 R 1@.8GA 1/4'' ._ . __ - 1" x 22 GA __ _. _ . 19" TO 24" 12' 2 @ 10 GA 1/4" 1" x 22 GA 25" TO 36" 12' 2 @ 8 GA 3/81' 1' x 20. GA 3711 TO 50" 12'' n/a> 2 @ 3/811 1" X 20 GA 51" TO 661i 12i n/a 2 @ 3/8" 2 @ 1" x 18 GA 61" TO 84" 12' 1n/a 2 @ 3/811 2 @ 1,1 x 16 GA MIMIMUM HANGER SIZES FOR RECTANGULAR DUCT .MAXIMUM PAIR @ 10 SPACING PAIR @ 8 SPACING PAIR '@ 5 SPACING PAIR @ 4 SPACING HALF OF DUCT PERIMETER. STRAP WIRE ROD' STRAP WIRE ROD STRAP . WIRE/ROD STRAP WIRE ROD P/2 = 30" Ill ,x: 22 GA 10 GA 1" x 22 GA 10 GA :1" x 22 GA 12 GA 1" X 22 GA 12 GA P/2 = 72 " rx 18 GA ' " 3 8" /1 1" x 20 GA i 411 / 11i x 22 GA 1 / 4" 1:x 22 GA " 1 4 ". / P/2 =;96" .1" x 16 GA 3/811 1" x 18 GA. 3/8" 1" x 20 GA 3/81' 1"X 20 GA 3/81' P/2 =120" 1.5" x 16 GA :1/211 1" x 16 GA 3/8" 1" x 18 GA 3/8" 1" x 18 GA 3/8'' P/2 =168" 15'' x 16 GA 1/211 1.5" x 16 GA 1/21' 1" x:16 GA 3/81' 1" x 16 GA 3/8" P/2 =192" NOT GIVEN 1/2" 1.5" x 16 GA 1/2" 111 x 16 GA 3/8'' 1" x 16 GA 3/81' P/2> 192" SPECIAL ANALYSIS REQUIRED WHEN STRAPS:ARE LAP JOINED USE THESEMINIMUM SINGLE HANGER MAXIMUM ALLOWABLE LOAD IN LBS. FASTENERS _- ......-. .. STRAP . WIRE OF ROD (DIA.) .. """. ... .I ..... ......__ " . _....- 1" x 22 GA 260 0.106" 80 1" x 18, 20, 22 GA - TWO #10 OR ONE 1/4'' BOLT ........ 1" x 16 GA TWO 1/4" DIA. ....... . _.. __ . ...... - _.. :_ .... _ _ 1" x 20 GA. . _ ... 320 .1 ..... 0.135" .... _ 120 .....-...... _ ..._.. _..... _ .. , .. -.. 1.5" x 16.GA.- TWO 3/8" DIA: ... _ .... __ .._ .. .. .... 1'.' x 18 GA _... 420 __ 0.162" ... - 160 : _. ... ... :. t ... 1'' x 16 GA 700 1/4" 270 _..., . ....._. PLACE FASTENERS IN SERIES,, .. _ __ R .... .,. .. NOT SIDE BY SIDE. . .I 1, _ ... 1.5" x 22 GA __ 1100 . 3/8" . 680 t ( 1/2" 1250 . __ _ 5/811 _ __ 2000 11,1111",. 3/4" 3000 _ __ _ . 20'15 WSEC DUCT'INSULATION REQUIREMENT11.1 S C4012.8 Duct and lenutn insulation and sealin .' P1. g, C403.2.8..1 Ducts, shafts amid plenums conveying C403 2.8.2 All other su1.pply and return air ducts and o_ , ___ e o of e b ildi11 to the inside air fro�ii the exterior r u•1. g - p lciiums hall be ulsul.ated with a minimum of;R 6 mechat>ical system shall meet all air leiilcage and insulaltoll where lric aced m unconditioned spaces and . I 1:buildin `enveI e instil t o c u a 1 n r irements Of Section g:. .... _P ___ q __ , where located.outside the.buildin .with a niinllnum<; : _ _ _ g. _ _ C402, pl1.us building eivelo' e vapor control _ p p of R:-8 insulation in Climate �Zone'4 and R-12 __ _. r. uir. -rents 1'r )m the IIitE i�na biiul 13ziildin Cycle' ..... .. . - _ . . i §ul.ahon:'in Cl.iniate'"Zone 5. Where located within a extending continuously from. thebuildi ig exterior to building envelope assembly the duct or plenum shall an' automatic shutoffdam per or heating or coolin ,l_ g ,, be se Grated froin the buildii� exteri P. ._: _ _ g of or equipment.. Forthe purposes ofbuilding envelope unconditioned or exem pt spaces by minimum:: .' InStlliitl1.Oti to tltt•elnentS duct suffaees shall meet the l inSutaitlo va e e ' n„ lu.1 as r c}uired for exter1.ior walls by requirements for metal framed willls per Table I Section C4d2.1.3. C402. } .4'. Duct surfaces included as art of the - _ p Ex�e dons.. _: : P buildi119 "envelo e shall n0t be used iii:'the calculation g l' ' l �Vl><ere located within equipment. of maxilmliin gltizing area as described in Section C402AA. 2 .Wliere'the design temperature difference 11 .. „ E.xc epttons.1. between the interior aid exterior of the duct 11:' :. Oi+plenum does not'exceed 15°F 8°C). 1 ; Outside ait ducts;servulg n id al supply1._ : : t o 1 d s ace, su WhereJocated within m i t e co P PP Y alt units with less than 2 80U_cfm ufaotal .. .: _ _ . - _d _ _ _ __ _ .. _d ct _ u s vhich; cone stt it-atte e t less:.:...:::: y p.l a raur.: s l _1 011 Cd aClt lOLlded these: are::': l V _ _ y }}�� y�}} . _ _ 1. _..__. - t at .: 1 lsul ed to R 7... , . : .. _... - __:_ . _ _ _ _ _ .. _Q - _.___.:: than 55 .F,or greater than .lO5 F shall be'insulated .; . .:: With. a l>7.niiilum of R=3.3 insulation. Unheated 2. t nhen d equipment ` r ' `i s i } oo n ti rt cotnbustlon air louvers; ` rovided the are' y Exce hop: Ductwork ex ,. un a '.. _.. p used to `tew witl. __ _ : - _ isolated fiom conditioned space . t sides .. p p: zone that e __ i s ryes that zone is riot ie tined to he_ _ _ _ ::: .. : _ _:: 1_ I and botlonrof the room Willi R-1 11. riomiiial . : m la insulation. All duals, i�r handdler;lI , aimd Cller boxes shall be Id seated Joints acid seains sTiall coinp}y with Section ,. II _ , .. _. :a,.,.:. 603 9 of the Inter rrationcrl ]Mechanical Code. j . Permit No. Plan review approval is subject to errors and omissions Approval of construction documents does not autt, ,nze the vioiation of any adopted code or ordinance Receipt of approved Fled Copy and conditions Is acknowledged: By: . Date: 2 City of TUKW1121 Pi u1 nimr, nevi -sink- . DPD STAMP REC EIVED CITY OF TUKWI . JAN 17 2019 PERMIT CEN" (6) #10 TEK SCREW FACTORY CUR WATERPROOFING AND ROOFING AROUND CURB BY OTHER ;7= STRUCTURAL MEMBER PER STRUCT PLANS. ROOFTOP A/C UNIT A/C UNIT BASE RAIL A/C UNIT CUR #10 TEK SCREWS 16 GA.x4" WIDE HOLD DN CLIP. 4 PER U o� o 00 0 LAG CURB TO ROOF. SEE STRUCTURAL DRAWINGS FOR DETAILS. BY OTHERS. SPACE HOLD DN CLIPS EVENLY AROUND UNIT CURB. FLD DETAIL 1?VT1 TO AVOID UNIT LIFTING POINTS \ROOF DECKING PER ARCH PLANS. ROOFTOP UNIT TIE -DOWN DETAIL A SCALE: NTS M-3 GAS APPLIANCE GAS COCK DIRT LEG 6" I� u UNION GAS CONNECTION DETAIL g NO SCALE M-3 HVAC CONSTRUCTION NOTES O1 NEW 5—TON ROOFTOP GAS FIRED AIR CONDITIONER ON ROOF. MOUNT ON FACTORY CURB PER DETAIL 'A' ON SHEET M-3. FLD DETAIL. 02 FACTORY S/A AND R/A DROPS FROM ROOF CURB ABOVE. O3 2602—SM EXPOSED R/A DUCT. CONNECT TO R/A DROP FROM UNIT AS SHOWN. CUT 22x22 HOLE IN TOP OF DUCT AND COVER WITH EXPANDED METAL GRILLE. FLD DETAIL. 0 14" 0 EXPOSED SPIRAL DUCT. CONNECT TO S/A DROP FROM UNIT AS SHOWN. FLD DETAIL. O5 MOUNT NEW 7—DAY. PROGRAMMABLE THERMOSTAT ON COLUMN AT 60" AFF. FLD COORDINATE. © EXISTING GAS FIRED UNIT HEATER. ABANDON IN PLACE. COIL THERMOSTAT AT UNIT. EXISTING FLUE TO REMAIN AS —IS. O7 RELOCATE EXISTING TSTAT COILED IN CEILING TO THIS LOCATION. ® DISCONNECT EXISTING GAS PIPING FROM ABANDONED UNIT HEATER AND CONNECT NEW J" GAS LINE AND ROUTE TO NEW ROOFTOP UNIT AS SHOWN. FLD DETAIL Oq NEW GAS LINE UP TO RTU-1. CONNECT PER DETAIL 'B' ON SHEET M-3. 10 ADD TWO NEW DIFFUSERS IN THIS AREA AND CONNECT TO EXISTING DUCT AS SHOWN. FLD COORDINATE ANY ADDITIONAL GIRD MODIFICATIONS NEEDED IN THIS AREA WITH G.C. 11 NO WORK IN THIS AREA. PACKAGED ROOFTOP GAS'. FIRED AIR CONDITIONING UNIT SCHEDULE BLOWER ECONO CYCLE OSA: CFM COOLING CAPACITY BTUH HEATING CAPACITY BTUH ELECTRICAL SOUND dBA uVT LBS NOTES UNIT ID' MAKE & MODEL NOM TONS CFM ESP HIP SPD TOTAL SENS SEER INPUT OUTPUT AFUE VOLT / PH MCA RTU=1 TRANE #YSC06OG3 5.0 2000 0.5. tO&. 3 YES 150 60000 49000 14 100000 81000 80%. 208 / 3 .29 $1 730 1, 2,, 3 NOTES: 1: POWER;WIRING; MOTOR STARTERS AND DISCONNECTS BY E.C. .2. CONTROL UNIT WITH 24 HOUR 7 DAY PROGRAMMABLE THERMOSTAT USE HONEYWELL V18ION PRO SERIES OR EQUAL. 3. UNIT -PROVIDED :WITH :ion. OSA ECONOMIZER, BAROMETRIC RELIEF; FACTORY ROOF'CURB; RETURN AIR SMOKE; DETECTOR;DIRECT DRIVE MOTOR; TWO STAGE MED HEAT. UNITE D SYSTEMS A FULL SERVICE COMMERCIAL HVAC CONTRACTOR 1400 AIRPORT WAY SOUTH SUITE 202 SEATTLE, WASHINGTON 98134 (206)933-6036/FAX 937-3084 S�� 0E. S \,ASN, � CT� p P 19172 FGlSTERE� NAt. EXPIRES 05-09-2020 1-4-19 W W LL _ O L.I O Z Lv V a z o 0