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HomeMy WebLinkAboutPermit M11-113 - ACCUTECHACCUTECH 1109 ANDOVER PK E M11-113 City oilirukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 3523049110 Address: 1109 ANDOVER PK W TUICW Project Name: ACCUTECH Permit Number: M11 -113 Issue Date: 08/23/2011 Permit Expires On: 02/19/2012 Owner: Name: AMB PROPERTY CORP Address: 60 STATE ST STE 1200 C/O RE TAX , BOSTON MA 02109 Contact Person: Name: JEREMY MOELLER Address: PO BOX 3205 , KIRKLAND WA 98083 Email: JEREMY @CFM- HVAC.COM Contractor: Name: C F M HEATING AND COOLING INC Address: PO BOX 3205 , KIRKLAND WA 98083 Contractor License No: CFMHEHC969CD Phone: 425 - 821 -1293 Phone: 425 821 -1293 Expiration Date: 02/04/2012 DESCRIPTION OF WORK: INSTALL (1) NEW ROOFTOP AC UNIT, (1) NEW GAS CONNECTION, DUCTWORK AND GRILLES FOR NEW AC UNIT, DUCTWORK AND GRILLES FOR EXISTING HEAT PUMP. Value of Mechanical: $10,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $306.06 International Mechanical Code Edition: 2009 Date: (9-)-3- 11 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Print Name: 7/Z1,61.-- (-}3-efeaty Date: (33-2,_3 I % This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M11 -113 Printed: 08 -23 -2011 • • PERMIT CONDITIONS Permit No. M 11 -113 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IMC -4/10 M11-113 Printed: 08 -23 -2011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httc://www.TukwilaWA.dov Mechanical Permit No. Project No. 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: Tenant Name: C (vfeck Property Owners Name: Mailing Address: ttcl Aoclover Park t o King Co Assessor's Tax No.: Suite Number: New Tenant: Floor: ® Yes ❑..No City State Zip CONTACT PERSON — who do we contact Name: 0—efen -wi Mae(ler Mailing Address: 1 'o 50X 3ZO5 E -Mail Address: (J eI PM. / @ l; — i I v a C( , Cow en your permit is ready to be issued Day .Telephone: Kr) City Fax Number: 4/75-g01- 12 3 buiA 78063 State Zip 2/Z5-EZ -I- 73C/3 MECHANICAL CONTRACTOR INFORMATION Company Name: CF/ l e cit11-6 and GO t ilk % .Lr'1C - Mailing Address: F o. t A 3Zo5 ' Contact Person: ' efe )11f}C I1e'.V E -Mail Address: <.iereat �vYt -� y vaC(. (Dry Contractor Registration Number: CF M t4F 4C C1 (eq C L City Day Telephone: Fax Number: Expiration Date: State 11Z-ez -/23 1125.eat - ci3 DZ)oc/ft Zip ARCHITECT OF RECORD — All plans must be stamped by architect of record Company Name: Mailing Address: Contact Person: Pz� E -Mail Address: (003 51-ewat )-- 30,1 -t 761 1,e (A441 ritmelt MO PkJ B. (toM a buil 7810) City State Zip Day Telephone: 7) - 02L( j2co Fax Number: ENGINEER OF RECORD — All plans must be stamped by engineer of cord Company Name: P3 Mailing Address: 112_ ®ids Siq. r') DQ (' l .-5(..;4( 5 Contact Person: E -Mail Address: tAXA ci tcke,e (AA 7 o / pk): y 1-+No ;05e-l) H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application. doc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 2 Valuation of project (contractor's bid price): $ 101 COO Scope of work (please provide detailed information): Ts 1 1t 1 I I isle ) nejo -c 5, 1(..e5 -Py e)(f-3-1-1‘,),5 ilecti- pu2die . 1 t C l � too. 7n ; 1 w E U c / g e<s Corn ecEic/ d L ap e ri1 IP5 4f new Use: Residential: New Commercial: New tzt Fuel Type: Electric ❑ Gas Replacement Replacement Other: 0 0 Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler /Compressor Qty furnace <100k btu air handling unit >10,000 cfm fire damper 0 -3 hp /100,000 btu furnace >100k btu evaporator cooler diffuser 3-15 hp /500,000 btu floor furnace ventilation fan connected to single duct thermostat 15 -30 hp /1,000,000 btu suspended /wall /floor mounted heater ventilation system wood /gas stove 30 -50 hp /1,750,000 btu appliance vent hood and duct emergency generator 50+ hp /1,750,000 btu repair or addition to heat/refrig /cooling system \ Incinerator — domestic other mechanical equipment air handling unit <10,000 cfm incinerator — comm /ind PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ER OR AUT RIZED AGENT: Signature( xi/it <5 c�Z Z2 Print Name: c_Te-f y I U1l � I Mailing Address: . D , k >o 3705 Day Telep one: wett1c City Date: 06 d3 �( / `f75 tuvl 6g063 State Zip Date Application Accepted: 9 _ 3_ 1 1 Date Application Expires: ? _ ( Staff Initials: H: \ApplicationsTorms- Applications On Line k2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Page 2 of 2 • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.aov Parcel No.: 3523049110 Address: 1109 ANDOVER PK W TUKW Suite No: Applicant: ACCUTECH RECEIPT Permit Number: M11 -113 Status: PENDING Applied Date: 08/03/2011 Issue Date: Receipt No.: R11 -01670 Initials: User ID: Payee: WER 1655 Payment Amount: $306.06 Payment Date: 08/03/2011 03:06 PM Balance: $0.00 CFM HEATING AND COOLING TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6194 306.06 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 244.85 000.345.830 61.21 Total: $306.06 doc: Receiot -06 Printed: 08 -03 -2011 417S; INSPECTION RECORD Retain a copy with permit MN �` /3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Crtj 6300 5outhcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project 4/ P TypegofAInspe ion: Address: J 1 e JD r r Date Called: Special Instructions: Date Wanted:; °-. ,/ a.m. ( Vim. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approv I. CO MMENTS: rf-AiU( Insp dor: Date: REINSPECTION FEE REQUIRE C 9rior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • • • INSPECTION RECORD Retain a copy with permit INSPECT N NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 $ outhcenter Blvd., #100, Tukwila. WA 98188 r (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 i14// -//3 Project: ���" M �L Type of Inspection: Address: l• APIe > Date Called: Spe flnstuctions: • . :• • Date Wanted:. ./CO- / a.nTh P.. Requester. Phone No: . 0.Approved per applicable codes. Corrections required prior to approval. COMMENTS: • rc�Q c esteieMt 1--t") I REINS CTION FEE REQ!'JIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • . • • • • • INSPECTION N0: INSPECTION RECORD Retain a copy with permit /0 t c --- fir PERMIT NO. 'CITY OF TUKWILA BUILDING DIVISION G ' 6300•Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3674' Permit Inspection Request Line (206) 431 -2451 r° Project: / Type of Addre�s: J 4,` ! a te Cal: (n6, Special Instructions: • . Date Wanted . a.m. Requester: P one No: •Approved per applicable codes. Corrections required prior to approval. COMMENTS: J loateg f r f 0 REINSPECTION. FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. - INSPECTION N0.••� • • .CITY OF';TUKWILA BUILDING DIVISION . 6300 Southcenter Btvd., #100, Tukwila. WA 98188 (206) 431 -3670 • Permit Inspectiori.Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit t13 PERMIT NO. • • • • ta- Project: ' A00 -11;' 0+1 Type of Inspection: _ t k."1 11 Catf J U AA e Address: ii o 6u A( q Date Called: Special Instructions: • • . Date Wanted � -13-- -` %- p.m. Requester: Phone No /Z.6 6,— 42_ 3 -7532_640 1 "•p.r. e • ap . icab COMMENTS: " j" • Corrections required prior to approval. IVOT-ef_A-rtv 1insp4tor: IDate; REINSPECTION FEE RE UIRED. Pc for to next inspection, fee must be paid at 6300 Southcenter : lvd.. Suit'.100. Call to schedule reinspection. -�1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. edger CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj t: wee Typ of Inspection:" 1�.0 ti6 if- w titecat. Address: �$ d (�Yf , ,t ! !I 0 4 VV Call: CM I: Date n u c ... 1 C'�/�J Special Instructions: C� D S 3 O J 2 1.g (Ara ° `Phone v 1- TV �s 1 ,� .p.m. Date Wanted l0 _ I p Requester: No: f Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Air ,A / nprof4f OK__. --t--C) "--r-j-\5' LA4=i-e A \ q re. 4- I ^S eAs e)63 A, (27.... fInsPe4z r: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Datei __(.0 { ! FILE COPY .14 041..16 P PIRO% 530.46-TQSY (1100) DESCRIPTION These packaged cooling/heating air conditioners are de- signed for outdoor installation. Only utility and duct connec- tions are required at the point of installation, The gas-fired heaters have aluminized steel tubular heat exchangers and hot surface to pliot ignition. They are avail- able in natural gas with field conversion to propane. STANDARD FEATURES/BENEFITS OPERATING EFFICIENCY - Al units provide high operating efficiencies and have a minimum .AFt.:E of 80% and SEER of 12 or above. Alt efficiencies exceed legislated rn:nrnurn levels, ON SITE FLEXIBILITY - Afl ITIOUei snare a common compact design cabinet with a single footprint. The install°, has the flexibility of setting one curb and placing the prope tonnage unit on that curb after the internal load has been determined. Field convertible duct connections from side sho to down shot allows the installer to have greater :E•35(ibility and needs to carry less inveiliory ChamplonePtus SINGLE PACKAGE GAS/ELECrFuc AIR-CO•ED AIR CONDITIMM• D1N11018 THRU 060 1-1/2 THRU 5 NOIVITNAL TOM All units are completely wired, charged with R-22 andtest prior to shipment. Unique test stations using a new state of the art computerized process system are used to insure product quality. Refrigerant charge, and component part numbers are verified via computers at assembly. Vital run test statistics such as system pressure, motor currents, air velocity and temperature, unit vibration, and gas system safeties are monitored and recorded y t ie system to insure unit performance. Equal size, side supply and return duct connections allows easy hook-up of ducts to match low crawl spaces without transition pieces, UTILITY CONNECTIONS MADE EASY - Gas and electric utility knockout S are provided through the bottom as well as r the side of the unit. Utility connections can be made quickly r and with a minimum amount of field labor A field supplied and field installed electrical disconnect switch must be installed. LOWER INSTALLATION COST - in;;;taiiation time and costs are reduced by easy power and control wiring connections. The srnall base dimensTIn means iess space is required on the ground or roof, plus, the Installer can f this unit between the wheel wells of hill size ,Dick-up truck. At models are wet! under 500 pounds. M, i %r 0. nr usco AT PONT OF RETAil ALE CONVERTIBLE AIRFLOW DESIGN - The bottom duct open- ings are covered when they leave the factory ready to be used to a side supply side return application. If a bottom supply / bottom return appAcation is desired. you simply rernove the two paneis from the bottom of the unit and place them in the side supply side return duct openings. No panel cutting is required and no accessory panel is necessary. Convertible airflow deal n allows maximum field flexibility and minimRECE D AUG 03 2011 PERMIT CENTER 530.46 -TG5Y YqC BLOWTHRU DESIGN WITH RELIABLE ALUMINIZED STEEL TUBULAR HEAT EXCHANGERS -- DIRECT DRIVE CONDENSER FAN MOTOR HIGHLY EFFICIENT ENHANCED COPPER TUBE/ALUMINUM FIN EVAPORATOR COIL HIGHLY EFFICIENT ENHANCED COPPER TUBE/ALUMINUM FIN CONDENSER COIL LONG LASTING POWDER PAINT. "�, FINISH EARTH TONE COLOR REAR AND BOTTOM ,... RETURN AIR AND SUPPLY AIR DUCT OPENING HEAVY GAUGE REMOVABLE BASE RAILS 3 -SPEED DIRECT DRIVE 'BL.uw� MOTOR WITH E YE BLOWER ASSEMBLY "POWER VENTER MOTOR HIGH VOLTAGE TERMINAL BLOCK ' AUTO DECORATIVE PROTECTIVE COIL GUARD HIGH EFFICIENCY COMPRESSOR RIGIDLY MOUNTED HOT SURFACE PILOT ASSEMBLY HIGH GRADE ALUMINIZED IN -SHOT BURNERS LOW VOLTAGE TERMINAL BLOCK \SELF- DIAGNOSTIC CONTROLS WITH 'COMFORT-MATCH" SPEED CONTROL v1ATIC GAS VALVE (1/2' - 14 NFTI1 MODELS EVAMFIATOR I CENTRIFUGAL. Bt O'`1:::R ";i x'v"J;rt BLOWER FAN MOTOR HP T e,�. SI,4n ROWS DEEP evAIyE<RATOR OIL FINS PER INCH FACE AREA (Sq. Ft.) PROPELLER DIA. (+rn CONDENSER FAN MOTOR HP FAN NOM. CFM TOTAL ROWS DEEP CONDENSER FINS PER INCH COIL FACE AREA (Sq.L Ft) CHARGE REFRIGERANT 22 (lbs. /oz.? FILTER FACE AREA (Sq. Ft 1 Size (Nominal, NATURAL GAS BURNER ORIFICE NO (Drill size) __..._.._........: FURNACE SECTION PROPANE BURNER ORIFICE NO. (Dn' size] GAS CONNECTION SIZE R Hermetic Tye, Qt , 1 016 I 024 10X8 : 10X8 I,2 i 2 13 15 3.5 3.5 22 22 1.800 2,200 030 10 X 8 DNH 0 36..... 042 048 12x11 13 3.5 22 "4 2.400 3 13 3.5 22 1/4 3 13 4.5 2,400 2.400 20 20 2 2 4 5 2.6,20x2 4:20x20 2 16 4.5 22 'B 3,000 2 20 060 12x11 1 3 16 4,5 22 1, 3.000 2 20 14.7 14.7 14.7 68 5/10 j 7/12 1 8/8 ')0x20 3.3/20x12 3:3 20x12 3.3/20x12 2. RNA.) FINsi.) I (2 Regd.) 6 40 i 40 I 40 53 53 53 NPTI 'M NPTI 1/2 NPTI Scroll Scroll Scroll NIP Np Rec,p ocati n. Ni TI N i� c,u o ,,i, g! Scroll Sc oll Unitary Products Group UNIT DIMENSIONS VENT AIR OUTLET Hoop ....BLOWER SERVICE ACCESS COMPARTMENT PANEL ff GAS SUPPLY )IA. HOLE • r7. "2" NP" I CONNC Et TIONy 530.46•TGSY UNIT SIZE 018 THRU 036 042 THRU 060 UNIT CONDENSATE CONNECTION TRAP RECOMMENDED) VOLTAGE CONN. DIA. KNOCKOUT - -- H €f3H VOLTAGE CONN, DIA KNOCKOUT `,SAS SUPPLY ?' a' DIA, KNOCKOUT tt CONNECTION Ns DIMENSION .A" j IlblY 3311, F ilf 1884 4114? 233ie CONDENSER COIL A 23/4i (OVERALL) Yt HIGH VOLTAGE CONN I Di4 LOW VOLTAGE CONN, 13 'n" DA KNOCKOUT x '/t" HOLE 0 8-r,,, . ...1911'4 471,4 (OVERALL) AN FRONT REFRIGERANT CONNECTIONS COMBUSTION AIR INLET LOUVERS x\ \ FRONT 49 /8 \'\ (OVERALL) GAS/ELECTRIC CONTROL SERVICE ACCESS COMPARTMENT PANEL GAS SUPPLY 13,e DIA. ? <NOCKOU -" NPTI CONNECTIONi OW VOLTAGE CONN 74" DIA, KNOCKOUT Ali dimensions are in inches. They are subject to change without notice, Certified dimensions will be provided upon request. SIDE SUPPLY AIR OPENING 141/2 2834 141 CONDENSATE BOTTOM SUPPLY DRAIN 3a' NATI AIR OPENING ,-- BACK 334 SIDE RETURN .. AIR OPENING 141 CLEARANCES Unitary Products Group 31, `i Units may be installed on combustible floors made from wood or class A. 8 Or C root covering material O Units must be Installed outdoors. Overhanging structures or shrubs should not obstruct condenser air discharge whet. NOTE: A t`oisaratnce must he provided batweHn any co tibia material ;and the supply air ductwOh:. the products of combustion nut rat lie within a cQttl neo space ;Anil reeiq:i.aate 3/ BOTTOM RETURN AIR OPENING Front 36 Back 0" Left Sider (Filter Aecgs5 24" 12" Q" Right Side ................. Below Unit CC Above Unit Paz 36" (For Condenser Air Dischar•e__ Unitary Products Group 31, `i Units may be installed on combustible floors made from wood or class A. 8 Or C root covering material O Units must be Installed outdoors. Overhanging structures or shrubs should not obstruct condenser air discharge whet. NOTE: A t`oisaratnce must he provided batweHn any co tibia material ;and the supply air ductwOh:. the products of combustion nut rat lie within a cQttl neo space ;Anil reeiq:i.aate 3/ BOTTOM RETURN AIR OPENING 530.46 -TG5Y FIELD WIRING DIAGRAM AM THERMOSTAT UNIT TERMINAL STRIP = Minimum wire size 0118 AWG wire should be used for all field installed 24 volt wire. [THERMOSTAT I THERMOSTAT ONLY CONTROL WIRING ._...___._._..._. QNTACTOR I GROUND REFER TO ELECTRICAL L LUG DATA, TABLES TO SIZE THE DISCONNECT NOTE: HEAT ANTICIPATOR SHOULD BE SET AT 0.35 AMPS FOR ALL MODELS. 24 V FIELD-SUPPLIED DISCONNECT r' POWER WtRING _.... S1NGF.E PHASE POWER SUPPLY CONTACTOR 18. 0 T TRANSFORMER GROUND L I"UO REFER TO ELECTRICAL DATA TABLES TO SIZE THE DISCONNECT FIELD - SUPPLIED DISCONNECT r - -- - t -1- -tr -J -:>- 4 r O` -:- L. -_____ J THREE PHASE POWER SUPPLY EtECTRICAL DATA MODEL DNH POWER SUPPLY VOLTAGE LIMITATIONS _ _:, MIN. MAX. i I SUPPLY ' "UND. 1 COMPRESSOR vFAN I AIR S00TOR BLOV`JEI3 MOTOR, R A l i- A F l A FLt� MAX. I MAX. MINIMUM FUSE ' HACR I ' CIRCUIT 1 SIZE, !BREAKER AMPACITY 1 AMPS : SIZE, 1 AMPS 1 UNIT TRANSFORMER POWER 1 SIZE (V4} FACTOR! 018 2081230• -6 18 r , t 2 3 7 1 „ "" ? 48 1 .1,,,,,,.4_, 2.6_ _12.5 " 15 15 „,„„„,„4,4,_44_,„„,, ,. >..,,,:N:, 024 2081230.1 1 7 ,iv..2, ..w,4 57 1 1 1 2.6 w, ..,,,j5.,.., •,, . „:, ,...:.M.. ...,. :,,,„ .,,,a 40 i 67 1 1.1 030 2081230 -1 -60 187 i 253 I 13.6 _i. 2.6 20,7 30 1 30 96 40 030 208/230.3.64 187 I 253 8.6 1 �_. 55 ' 1 I ... 6 14 5 20 ! 20 .96 1 I..._- _...._..._755_.. __.. „p 4 414 ` 3 „ "m .,. 27 ',_„,„9,.,5„44,___414,1__, i 036 208/23Q -1.60 187 1 253 I 17.2 88 1 "„ 1.1 Y 3.5 26.1 35 35 ��W .96 40 036 208/230 -3 -60 L 187.... i 253 ; 11A . 77 1 1 �y 3.6 I_... 1 18 9 ,... 30...1 30 _._._. 96__.:1 75 036 460 "3.60 9.5 " 414 504 5.7 39 0 6 , 1.8 15 I 15 96 : __ 75 042 :208/230-1-6p ...18 7 1 253 20.0 : 104 3 fit 3 29.8 40 96 40 ___042__ 208/230 3 60.... 187 t 253 . _ 13.9 : 88 1.3 I 3 5 22.2 30... :...... 30 96 75 042 460-3-60 414 504 ,_E_. 0.4 I 0,7 I 1.8 4, 10.5 15 ' 15 .96 I 75 +' 7 •3-60 1 610 5 4 34 ' 0 5 1.5 I 8 '; 15 048 208/230 "1.60 187 , 253 1 23.4 i 126 . 1.9 4.2 1 35.4 45 I 45 .96 i 40 048 2081230 -3.60 187 11,, 253 ' 13.0 ' 93 1.9 1 4.2 22.4 a 30 .11, 30 .96 75 048 460-3:60.:_.... 414 1 504.... 6.4 5 , 46 5 2 37 1.0 ..... 0.8. ..x 2 11.1 1 b :96._......_ /_ . ". ".8,2w�.�.< �� .,.:,.15 44_,,,.9 ..._ _ 75 . 75 3 60 rm 518 1 30 + , 75 ." _080 2081230 1 60 187 253 1 169 1 9 . 4. 9.4 I 51 4 70 70 .96 40 060 208/230 3 60 187..._ _32..1 26,3 : 19.3 i . I?:..... 1.9 94 :....... ` 45 96 I 1 -_..... -- 75 060. 460-3-50_ ......_414 . 504 ,.. 10.0 __ _..._62 1 0:........ yY 18 2 .45 25 96 .... 75 060. 575.3.60 518 i 630 I 7.9 I 50 , 0.8 1 ... _ 2.8 13.5 i 20 ; 20 .96 ........ 1 75 07. LItfIza ion Range "A" in arcordance wlth API Standard 110 Dual element, time delay type. 16 Unitary Products • swo 530.46-TG5Y TYPICAL APPLICATIONS TYPICAL SLAB ON GROUND INSTALLATION TO POWER SUPPLY • -. FIELD SUPPLIED DISCONNECT SWITCH LOCATED TO REAR OF UNIT TO GAS , SUPPLY LINE MANUAL GAS' SHUT-OFF VALVE ROOF CURB INSTALLATION REAR DUCT ,• • ,CONTROL WIRING • • 10 INDOOR THERMOSTAT- ,i RETURN AIR 1-; DUCT •- SUPPLY AIR DUCT TYPICAL ROOF CURB INSTALLATION MANUAL GAS ••..„ SHUT-OFF VALVE FIELD SUPPLIED DISCONNECT SWITCH MOUNTED ON UNIT ROOF CURB INSTALLATION BOTTOM DUCT gon , ....... • TO POWER SUPPLY 'A MO SLAB ON GROUND INSTALLATION TO GAS SUPPLY LINE CONTROL WIRING •- TO INDOOR THERMOSTAT UNIT WEIGHTS AND CENTER OF GR UNIT • SIZE SHIPPING WEIGHT OPERATING WEIGHT CORNER WEIGHTS (location. lbs.) ECONIMIZER (lbs.) ROOF CURB Obs ) 'A" "B' , "C.,' •'D" 018 365 360 91 ..,. 88 89 .._......92 ..... 024 365 360 91 88 89 92 030 395 390 98 95 96 ' 99 036 400 395 100 96 : 98 101 40 8" 14' - 70 - 75 042 470 465 131 129 - 101 ' 103 048 475 470 133 I 130 ' 102 ! 104 060 485 480 136 I 133 ' 105 1 107 18 RETURN AIR Ti DUCT SUPPLY AIR DUCT FRONT CENTER OF GRAVITY OF • UNIT • .• • 24 471,4 491.1 25 Unitary Procucts Group ROOF CURB DIMENSIONS (8" roof curb also available) 423/4 403'4 17% 451 431 -K, 530.46-TG5Y OPENING FOR SUPPLY AIR DUCT 14 ROOF GU+ :s. x `0" AND :ALI. AP CATION Unitary Products Group NSULATED' PANELS RECOMMENDED DUCT SUPPLY AIR DUCT ! 17' ' x 211" RETURN AIR DUCT 171,x" x 163'x" WOOD NAILER FOR CURE FRAME._.. ')fi7 SURFACES UNIT BASE RAIL UNIT BASE kf COUNTERFLASHING WOOD NAILER ✓ CANT STRIP VE FINISHED ROOF ' CURB FRAME -" INSULATION - -- INSULATION AND ROOFING MATERIAL ' ROOF DECK AND ROOFING MATERIAL FILE CSPY Permit No. Accutech - Tenant Improvement HVAC Upgrade 1109 Andover Park West Tukwila, WA Provided by PKJB Engineering 112 Olds Station Road, Suite B Wenatchee, WA 98801 Structural Calculations for One Roof Mounted HVAC Unit = 470 lb. 1 1 0 0 fic REVIEWEDFOR CODE COM1ANCE APPROV D AU6 19 21)11 City of TuktAls BUILDING DirsioN 0 r Job No. 11058 August 2, 2011 %Pr ECEIVFD AUG 03 2011 PERMIT CENtER 1 31f1a3HOS HSINI: 0/1 1ND DISTR. CENTER TENANT IMPROVEMENT 1109 ANDOVER PARK WEST TUKWILA, WA is>) 11 ID) arChl 1".1•■• [11.1G••1-111, VVPS AVVOCITS 111/. ex.{ 1.■ 5/5/11 1127.1552 START DAM 6/24/11 SUMMED FOR OWNER IMAM APPRO./1. 6/29/11 SURIVITED FOR POLINKC 27R261 AHD RD ()MOHR OVARRI6561 CORRECRONS 6128/11 7/O1/11 CORSTRUCRON DRA225755 OWNER imeeion —71 MLR R1056145 MEI R.VISRNS I1\ P.O1555R Accutech 1109 Andover Park West Tukwila, WA 2003 NEHRP Seismic Design Provisions Latitude = 47.44602 Longitude = - 122.25389 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.403 (Ss, Site Class B) 1.0 0.480 (51, Site Class B) 2003 NEHRP Seismic Design Provisions Latitude = 47.44602 Longitude = - 122.25389 Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 1.403 (SMs, Site Class 0) 1.0 0.729 (SM1, Site Class D) 2003 NEHRP Seismic Design Provisions Latitude = 47.44602 Longitude = - 122.25389 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 0.935 (SDs, Site Class D) 1.0 0.486 (501, Site Class D) 13.3 Seismic Demands on Nonstructural Components Fp= 0.4apS0sWp(1 +2z/h) (Rp/Ip, ap= 2.5 Ip= 1.0 z= Max Fp = 1.6SpslgWp Min Fp = 0.3SDSIpWp Fp= 0.281 Wp 6.5.15, Design Wind Load on Others Structures F = qZ G CfAf qZ .00256 K., Kn Kd V2 I Ht. z at the centroid of area Af = 26 ft Exp = C Exposure coefficient KZ= 0.95 6.5.6.6, T-6 -3 for MWFR Topography factor Kn= 1.00 6.5.7.2 Directionality factor Kd = 0.85 Table 6-4 Wind Speed V = 85 mph Importance factor I,.,= 1.00 qZ = 14.94 psf Gust Effect factor G = 0.85 Force coeff Cr = 1 Design wind pressure, F /Af = 12.70 psf Rp = 6 h = 14 ft = 1.497Wp = 0.281 Wp (6 -27) (6 -15) Table 6 -1 6.5.8 Figure 6 -21 through 6 -23 (13.3 -1) Sps = 0.935 T- 13.5 -1 or 13.6-1 13.1.3 Fp = 0.156 Wp (13.3 -2) (13.3 -3) 530.46 -TG5Y TYPICAL APPLICATIONS TYPICAL SLAB ON GROUND INSTALLATION TO POWER SUPPLY FIELD SUPPLIED -- , DISCONNECT SWITCH --- LOCATED TO REAR OF UNIT TO GAS SUPPLY LINE ,CONTROL WIRING / TO INDOOR THERMOSTAT ,,,I RETURN AIR DI.ICT SUPPLY AIR vs DUCT MANUAL GAS SHUT -OFF VALVE ROOF CURB INSTALLATION REAR DUCT TYPICAL ROOF CURB INSTALLATION MANUAL GAS „ . SHUTOFF VALVE FIELD SUPPLIED DISCONNECT SWITCH MOUNTED ON UNIT ROOF CURB INSTALLATION BOTTOM DUCT TO POWER SUPPLY SLAB ON GROUND INSTALLATION TO GAS SUPPLY LINE //� CONTROL WIRING'' TO INDOOR THERMOSTAT UNIT WEIGHTS AND CENTER OF GRAVITY UNIT SIZE SHIPPING WEIGHT (lbs.) OPERATING WEIGHT (lbs.) CORNER WEIGHTS (location, lbs.) ECONIMIZER (1bs,} ROOF CURB (lbs.) ,. A,. „R.. Nr„ .,D.. 018 365 360 91 88 89 92 40 8„ 70 14 "-75 024 365 360 91 88 89 92 030 395 390 98 95 96 99 036 400 395 100 96 98 i 101 042 470 465 131 129 101 103 048 475 470 133 130 102 104 060 485 480 136 133 105 i 107 18 r—; RETURN AIR DUCT -� SUPPLY AIR DUCT FRONT OF UNIT CENTER OF GRAVITY Unitary Products Group ROOF CURB DIMENSIONS (8" roof curb also available) 4234 r 4©3 r °? ` r� p' 31,2 OPENING FOR SUPPLY AIR DUCT FRONT ROOF CURB APPLICATION INSULATED PANELS WOOD NAILER RECD DUCT $IZE SUPPLY AIR DUCT 171v x 21t,." RETURN AIR DUCT IL S *: T'INC% FOR CURB FRAME,.,, ry J "T '_#pP'OIRT SURFACES UNIT BASE -' WOOD NAILER --..._. 2' MIN .ASOVE FINISHED ROOF - i�. 1714' x 'i 8 e UNIT BASE RAIL COUNTERFLASHING a CANT STRIP ANSULATION AND ROOFING MATERIAL CURB FRAME INSULATION" "ROOF DECK AND ROOFING MATERIAL Unitary Products taroup L » S S z.4- 7. 0 4 9 f D- 47o1' 3 6,CD1 = (24.13PSP)(4)(4 `g) 451 A cc.A....rw -c H Ptc.311 t 0s8 010 41<//qS-rAt_k_ LNG, s E f� 1_ o N-1-J FP- AScE 2.4 8. G.cc +a:'}E CC .2.81 11tp)'‹(-.,)(G.286(4:% 4(r,o)f�' x 10 4 c .v. 12-c3 LS RiE.SIST)41C,. M Lvv\ /4 (.6)(53 (4 ), G3C� Pf (5.7, - .r. M. (4-S( f1°,)( 212- '► z I,�s31 UP L I FT- @ Cum S t S ZE S t 37 T3'( L# C s c ZL4 d = ( 1, os3 - c,) 1' --P4 cam. 11 9 It =7 (Z) sc2E S Accutech Tukwila PKJB NO. 11058 Rev: 680004 User: KW-0606898 Ver 5 8 0. 1- Nov -2006 c)1983.2006 ENEf CALC Engineering Software Description New beam General Information Title : Accutech Dsgnr: Phillip Description : Scope : General Timber Beam Job # 11058 Date: 3:05PM, 2 AUG 1 1 II accutech, ecw. Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base ailowables are user defined Section Name 4x6 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3.500 In 5.5001n Sawn 1.150 Pin -Pin 30.000 pcf Full Length Uniform Loads Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.1 Fb Base Allow Fv Allow Fc Allow E Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance DL DL DL 30.00 #/ft #/ft #/ft LL LL LL 7.75 ft ft ft 1,000.0 psi 180.0 psi 625.0 psi 1,700.0 ksi 50.00 #/ft #/ft #/ft Lu Lu Lu 1.00 ft 0.00 ft 0.00 ft 130.0 Ibs Ibs 2.500 ft 130.0 lbs Ibs 5.500 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs lbs Ibs lbs 0.000 ft 0.000 ft Span= 7.75ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 638.96 psi _Ft, .- .x,493.30. psi. Deflections 0.428 : 1 0.9 k -ft 2.2 k -ft at 3.813 ft at 0.000 ft 0.94 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 2.20 Maximum Shear* 1.5 Allowable Shear: Reactions... fv 32.98 psi Left DL 0.26 k Fv ..............207.00 psi ................_Right. DL..._.... 0.2.7..k Camber: Beam Design OK 0.6 k 4.0 k @ Left 0.45 k @ Right 0.46 k @ Left 0.000 in @ Center 0.114in @ Right 0.000 in Max 0.45 k Max. .- ..__...................... 0.46..k Center Span... Dead Load Deflection -0.076 In ...Location 3.875 ft ...Length /Deft 1,225.5 Camber ( using 1.5 * D.L. Defi) ... @ Center 0.114 in @ Left 0.000 in @ Right 0.000 in Total Load -0.125 in 3.875 ft 743.51 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Accutech Tukwila PKJB NO. 11058 Rev: 580004 User: KW-0606898, Ver 5.8.0, 1-Nov-2008 (e)1983-2006 ENERCALC Engineering Software Description New beam Stress Calcs Bending Analysis Ck 31.181 Le Cf 1.300 Rb Title: Accutech Dsgnr: Phillip Description Scope : General Timber Beam Job # 11058 Date: 3:05PM, 2 AUG 11 70 lilaccutectlecw:Calculations @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values 2.059 ft 3.331 Max Moment 0.94 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 0.62 k 3.006 In2 207.00 psi 0.45 k 0.46 k Sxx 17.646 in3 CI 0.999 Sxx Req'd 7.55 in3 0.00 in3 0.00 in3 @ Right Support 0.63 k 3.067 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Area 19.250 in2 Allowable fb 1,493.30 psi 1,495.00 psi 1,495.00 psi M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = Sketch & Diagram 0.00 ft 0.00 ft 0.00 ft 0.206 in 0.210 in .0094,1. 8SW.. 4 Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 0.45 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in -Fril • 1 Fi 50510 6 Rmax . 0.5k Vmax 548 0.5k t,t/sw. 0.90-ft Dmax -0.125in Rmax 0,5k Vmax de 0.50 0.94 0.85 0.76 0.67. s 7430 17 . 0.30 I 0.20 0.19 00 0.00 Sandie.) frInlit6111$ 0.46 030 0.27 0.18 0,00 6 0.0 t -0.00 9.10 81 .0.27 9.37 .0A15,1 B0Alit.S1■041 2.70 .08 -.88 4.84 Locolion (CI 819 0. 304 [ 0 08 1 i , ' 11111 _ . .............. 0.75 .13 4.20 OS 3.08 C01 2 8.10 .97 .7 Locolion (91 Accutech Tukwila PKJB NO. 11058 Title : Accutech Dsgnr: Phillip Description : Scope : Rev: 580004 User KW-0606898, Ver5.8.0, 1-Nov-2006 General Timber Beam (c)1983 -2006 ENERCALC Engineering Software Description Existing Puriin with HVAC Load General Information Job # 11058 Date: 3:08PM, 2 AUG 11 0 accutech.ecveCalwlatIon Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 4x16 Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Point Loads Dead Load Live Load ...distance 3.500 in 15.500 in Sawn 1.150 Pin -Pin 30.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 23.75 ft ft ft Select structural 1,600.0 psi 170.0 psi 625.0 psi 1,600.0 ksi Lu Lu Lu 1.00 ft 0.00 ft 0.00 ft 80.00 #/ft #/ft #/ft LL LL LL 200.00 #/ft #/ft #/ft 130.0 Ibs Ibs 4.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Span= 23.75ft, Beam Width = 3.500in x Depth = 15.51n, Ends are Pin -Pin Max Stress Ratio 0.972 ; 1 Maximum Moment 20.8 k -ft Allowable 21.4 k -ft Max. Positive Moment 20.80 k -ft at Max. Negative Moment 0.00 k -ft at Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 21.39 fb 1,780.99 psi fv 88.69 psi Fb 1,831.84 psi Fv 195.50 psi Deflections Center Span... Deflection ...Location ...Length /Deft 11.780 ft 0.000 ft Ibs Ibs 0.000 ft Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Beam Design OK 4.8 k 10.6 k @ Left 3.57 k @ Right 3.48 k Camber: @ Left 0.000in @ Center 0.590 in @ Right 0.000 in 1.19 k 1.11 k Max 3.57 k Max 3.48 k Dead Load -0.394 in 11.780 ft 724.0 Camber ( using 1.6 * D.L. Defl) ... @ Center 0.590 in @ Left 0.000 in @ Right 0.000 in Total Load -1.218 in 11.875 ft 234.09 Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.000 In 0.000 in 0.0 0.0 0.000 In 0.000 In 0.0 0.0 Accutech Tukwila PKJB NO. 11058 Rev: 5e0004 User: KW-0606898 Ver 5.8.0, 1-Nov-2006 (c)1983-2006 ENE9tCALC Engineering Software Title : Accutech Dsgnr: Phillip Description : Scope : General Timber Beam Job # 11058 Date: 3:08PM, 2 AUG 11 1910 Description Existing Purlin with HVAC Load Stress Analysis Ck 23.915 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant Location = riketch & Diagram 2.059 ft 5.593 Max Moment 20.80 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 4.81 k 24.610 in2 195.50 psi 3.57 k 3.48 k Sxx 140.146 in3 Area Cl 0.996 Sxx Req'd 136.25 in3 0.00 in3 0.00 in3 @ Right Support 4.68 k 23.949 in2 195.50 psi 54.250 in2 Allowable fb 1,831.84 psi 1,840.00 psi 1,840.00 psi Bearing Length Req'd 1.631 in Bearing Length Req'd 1.591 in accutech.ecw,Calculations 0.00 ft 0.00 ft 0.00 ft vsoMMIM:...181MM if W...0 Moment 0.00 k-ft 0.00 k-ft 0,00 k-ft i t 767 t lt 7 I I Iv r11771*Ii. 2 ' " • • 28Valtitt 1 8„i0 titiligia - Rmax 3.86 Vmax ea left *3.6k 2086.0 Dmax 4.2151n Rmax a 3.5k Vinax (1) rt 3.5k 20.0.0 10.72 16.64 14.60 0.32 0.74 § 4.10 2.00 idoolleitte 5.87 Shear 3.57 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in 1.97 2.38 1.78 1.19 040 0,0 "•-•'` .0.86 al .1.73 .7.50 .3.45 86.1i, 116.11 t At 1 21 1.00 1.00 Location !ID -0.41 -OM 5 6.43 t .0.05 •160. „„ 'w ` 4.67 Deffeciint, .20 01 1.0.8 6.84 1 03 11,21 40.60 10.88 Location 140 2 .37 .09 4.4 1 7 .7 03 2 7 23.7 Location (01 • W /RO TING SLIP ACTIVITY NUMBER: M11 -113 PROJECT NAME: ACCUTECH SITE ADDRESS: 1109 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # DATE: 08 -03 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: g( -4 � %�S C, -( Building Division ?�I Public Works Fire Prevention wi Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 08-04 -11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-01-11 Approved I I Approved with Conditions 1N, Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople ler Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name C F M HEATING AND COOLING INC UBI No. 602361244 Phone 4258211293 Status Active Address Po Box 3205 License No. CFMHEHC969CD Suite /Apt. License Type Construction Contractor City Kirkland Effective Date 2/4/2004 State WA Expiration Date 2/4/2012 Zip 98083 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date CLANCY, SHAUN President 02/04/2004 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 DEVELOPERS SURETY & INDEM CO 798903C 02/04/2009 Until Cancelled $12,000.0012/17 /2008 1 RLI INS CO SRS1008639 02/04/2004 02/04/2009 03/12/2009 $12,000.0002/04 /2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 8 AMERICAN FIRE & CASUALTY CO BKA54333410 02/04/2011 02/04/2012 $1,000,000.00 01/06/2011 7 Continental Western Ins Co CNP2739229 02/04/2008 02/04/2011 $1,000,000.00 01/05/2010 6 OOHIO CAS INS BKW53560669 02/04/2007 02/04/2008 $1,000,000.00 02/05/2007 5 OREGON AUTOMOBILE INSURANCE CO C01165399 02/04/2006 02/04/2007 $1,000,000.0002 /08/2006 4 NORTH PACIFIC INS CO C01917724 02/04/2006 02/04/2007 $1,000,000.0001 /27/2006 3 NORTHERN INS. CO. OF NEW YORK SCP42992611 02/04/2005 02/04/2006 $1,000,000.0001 /18/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 08/23/2011 IIII HIlL dommilirmwo gill-I-11111111 111111I1111111111I1 11111 111111111111 1111111 111111111111 1111111 111111111111 111111 1111111111111 111111 1111111111111 111111 111111111111 1111111 1111111111111 =11 PROPERTY LINE r-rtn n EMONNIMMY \/ -- 11111111111111111111 marimmoRim L N MIMINIUU[■ • :•I••••••• UPLAND DIST. CENTER 10111111111 1111111111111111111111 •s Ip Iz 1 ANDOVER PARK WEST PROPERTY LINE 1111111111111111I11111111111111111111111111111111111111111111111111111111111111111111I I111111111111111111111111111111111I111111111111111I1111111111I11 'Vf/F/7775 • TE \A\JT AREA THIS PERMIT 4 immemom IMINNIMOIM mommiebow SITE PLAN PROPERTY LINE SCALE: 1/128" = V-C" NOTE: THIS IS A SCHEVATIC DESIG\ ONLY. CONTRACTOR TO PROVIDE FINAL DESIG\ APPROVED BY CITY. r 53 TE PERMIT FOR: 0 Mechanical iectrical golliumbing 5i0 as Piping City of Tukwila .pl.P.LDING DIVISION REVISIONS No changes shall made to the scope of work without prior approval of Tukwila Building Division. l':7117: Revisions will require a new lan submittal end may include additional plan review fees. FILE COPY Permit No..rt 11'' IV Pl PE'VieW approval is subject to errors and omissions. _;a of construction documents does not authorize on C arty adopted code or ordinance. Receipt i,..pproveci Fie, Copy and conditions is acknowledged: Wa,G(//,-, By Date: City Of Tiukwita BUILDING DIVISION X111- 113 e—te O REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2011 City of Tukwila BUILDING DIVISION architecture + engineering 119 SOUTH MAIN STREET #410 SEATTLE, WA 98104 (206) 624 - 3210 FAX 624 - 3243 RECEIVED AUG O 3 2fI1 PERMIT CENTER 112 OLDS STATION RD. SUITE E3 WENATCHEE, WA 98801 (509) 664 - 5181 FAX 665 -8750 ABBREVIATIONS AC AD AFC AFF AHU AL BDD BFC BHP BI BOD BTU BTUH CFM CO CW CRD DIA DIM DMPR DN DP DWG EX EAT EF EFF EG ELEC FG FD F FPM FSK FT GR HP HR HPID HPOD HTG HVAC HW ID IN INFO INSUL JAN KW KWH LAT LVG MA MBH MAT MAX MECH MIN MISC NA NTS OSA OAT OD OPP OV PD PERF PF PH QTY RA QD RET RGM SA SCHED SD SF SFD S.I.O SHT SPEC SR SS STAT TEMP TK TEMP THRU TSTAT TYP AIR CONDITIONING ACCESS DOOR ABOVE FINISHED CEIUNG ABOVE FINISHED FLOOR AIR HANDLING UNIT ALUMINIUM BACK DRAFT DAMPER BELOW FINISHED CEILING BRAKE HORSE POWER BACKWARD INCLINED BOTTOM OF DUCT BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR CUBIC FEET PER MINUTE CLEAN OUT CONSTANT VOLUME COLD WATER CEILING RADIATION DAMPER DIAMETER DIMENSION DAMPER DOWN DIFFER EN TIAL PRESSURE EXISTING ENTERING AIR TEMPERATURE EXHAUST FAN EFFICIENT, EFFICIENCY EXHAUST GRILLE ELECTRICAL FLOOR GRILL FIRE DAMPER FURNACE FEET PER MINUTE FOIL SKRIM KRAFT LINER (SPUNSTRAND) FEET, FOOT GAS GRILLE HORSE POWER HOUR HEAT PUMP INDOOR UNIT HEAT PUMP OUTDOOR UNIT HEATING HEATING, VENTIALTION AND AIR CONDTIONING HOT WATER INSIDE DIMENSION INCH, INCHES INFORMATION INSULATE, INSULATION JANITOR KILOWATT KILOWATT HOUR LEAVING AIR TEMPERATURE LINEAL FEET LEAVING MIXED AIR THOUSAND BRITISH THERMAL UNITS PER HOUR MIXED AIR TEMPERATURE MAXIMUM MECHANICAL MINIMUM, MINUTE MISCELLANEOUS NORTH NOT APPLICABLE NOT TO SCALE OUTSIDE AIR OUTSIDE AIR TEMPERATURE OUTSIDE DIMENSION OPPOSITE OUTLET VELOCITY PRESSURE DROP PERFORATED PRE FILTER PHASE QUANTITY RETURN AIR REQUIRED RETURN REVOLUTIONS PER MINUTE RETURN GRILLE SUPPLY AIR SCHEDULE SMOKE DETECTOR SUPPLY FAN SMOKE /FIRE DAMPER SUPPLIED & OWNER/ (OTHER) INSTALLED BY SHEET STATIC PRESSURE SPECIFICATION SUPPLY REGISTER STAINLESS STEEL THERMOSTAT TEMPERATURE TOE KICK TEMPORARY THROUGH THERMOSTAT TYPICAL UL UNDERWRITER'S LABORITORY UV UNIT VENTILATOR V VAC VD VAC VAV VEL VOL W/ W/0 WB WC VOLT VOLTS AC VOLTS DC VOLUME DAMPER VACCUUM VARIABLE AIR VOLUME VELOCITY VOLUME WITH WITHOUT WET BULB WATER CLOSET MECHANICAL SPECIFICATION, GENERAL . SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW OFFSETS WHICH MAY BE REQUIRED. SITE EXAMINATION THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ARL, ASME, ASTM, UL, NEMA, ANSO, SMACNA, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS /SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO THE OWNER. PERMITS AND FEES THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL WORK. WARRANTY THE MECHANICAL CONTRACTOR SHALL UNCONDITIONIALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER, AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND SHALL RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. DUCTWORK AND ACCESSORIES SHEET METAL DUCTWORK ALL DUCTWORK TO BE RIGID SHEET METAL CONSTRUCTED FROM GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS. ALL EXPOSED DUCTWORK TO BE ROUND, SPIRAL LOCK SEAM TYPE. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AIR TIGHT (8% LEAKAGE) AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS CAPABLE OF PERFORMING EACH INDICATED SERVICE. FURNISH ALL DAMPERS, TRANSITIONS, CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM, NO VARIATION OF DUCT CONFIGURATION OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION FROM THE ENGINEER. DUCT SEALANT SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS WITH A NON - HARDENING, NON-- MIGRATING MASTIC OR LIQUID ELASTIC SEALANT OF A TYPE RECOMMENDED BY THE MANUFACTURER FOR SEALING JOINTS AND SEAMS IN SHEET METAL DUCTWORK. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN -IN FITTINGS, AND FASTENING SCREWS WITH MASTIC. SUPPORTS: PROVIDE HOT- DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. DAMPERS PROVIDE OPPOSED - BLADE, MULTI -LEAF VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN, AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS. PROVIED UL LISTED FIRE DAMPERS WHERE REQUIRED AND IN ACCORDANCE WITH NFPA AND LOCAL CODES. PROVIDE CONVEINIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS. GRILLES, REGISTERS & DIFFUSERS GRILLES, REGISTERS, AND DIFFUSERS SHALL BE INSTALED AS INDICATED ON THE DRAWINGS AND SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF CEIUNG AND WALLS USED IN THIS PROJECT. THERMAL INSULATION PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL ENERGY CODE REQUIREMENTS. PROVIDE INSULATION ON EXHAUST AND OUTSIDE AIR DUCTS, AND ON CONCEALED PORTIONS OF SUPPLY AND RETURN AIR DUCTS. DO NOT INSULATE EXPOSED DUCTWORK AND PORTIONS OF DUCTWORK THAT ARE INTERNALLY LINED. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME SPREAD OF 25 OR LESS, AND SMOKE DEVELOPED NO GREATER THAN 50. ACCOUSTICAL DUCT LINER: UNLESS OTHERWISE INDICATED ON THE PLANS, PROVIDE 1" GLASS FIBER ACCOUSIICAL DUCT LINER ON SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET OF 'THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS. INCREASE DUCT SIZE INDICATED ON PLANS '2* IN EACH DIMENSION TO ACCOMODATE LINER. TESTING, ADJUSTING, BALANCING MECHANICAL CONTRACTOR OR AN INDEPENDENT NEBB OR AABE CERTIFIED AIR BALANCE CONTRACTOR SHALL ACCURATELY BALANCE THE AIR SYSTEMS TO PROVIDE AIR QUANTITIED INDICATED ON THE DRAWINGS AND IN THIS SPECIFICATION. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS DURING BALANCING. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR APPROVAL. INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WIN APPLICATION FOR FINAL CONTRACT PAYMENT. WSEC NOTES . THERMOSTATS SHALL BE INTERLOCKED TO PREVENT SIMULTANEOUS HEATING AND COOLING PER WSEC 1422. ECONOMIZERS SHALL MODULATE OUTSIDE AIR FROM MINIMUM TO 100% PER WSEC 1413.1 ECONOMIZER CONTROLS SHALL BE CAPABLE OF EVALUATING OUTDOOR AIR COOLING CAPACITY PER WSEC 1413.2 GENERAL CONTRACTOR TO PROVIDE ACCESS TO FIRE AND /OR COMBINATION FIRE /SMOKE DAMPERS. INSULATE REFRIGERANT PIPING PER WSEC, TABLE 14 -6. SEAL DUCTWORK PER WSEC 1414.1 INSULATE DUCTWORK PER WSEC TABLE 14 -5. PACKAGED ROOFTOP AC UNIT SCHEDULE MARK MAKE MODEL CFM Sp. COOLING HEATING ELECTRICAL WEIGHT ECONOMIZER TOTAL SENS (S)EER INPUT OUTPUT c AFUE% DATA FUSE M.C.A. AC -1 YORK DNH048 1600 .50" 48.0 38.4 13.00 80,0 64.0 80.0 208/230 -1 -60 30 22.4 470 LBS, YES HVAC NOTES: 1. ALL SUPPLY GRILLES TO HAVE VOLUME DAMPERS 2. SYSTEM TO BE BALANCED UPON COMPLETION 3. CONDENSATE DRAIN TO BE RAIN TO LANDSCAPING 4. 1/2" GAS CONNECTION FROM EXISTING GAS LINE TO UNIT REQUIRED (80,000 B.T.U.) DRAWING SYMBOLS \Ormilgiggion NORTH ARROW SECTION IDENTIFICATION SHEET IDENTIFICATION COLUMN GRID SYMBOLS 0 _._. - ..._..._ GENERAL MECHANICAL NOTES NUMBER IDENTIFICATION FLAG MECHANICAL NOTES NUMBER IDENTIFICATION MECHANICAL LEGEND SYMBOL DESCRIPTION, ORMgT1 WIROMRGUM) NEW WORK (HEAVY UNE) /' R OR DEVI' iiallgOUIPMENT ITEM ////// QI EE -SIELEC NYTDEMOLE K s> POINT OF NEW CONNECTION + 11 Al4C/64141034SGNATION ROOM/ZONE THERMOSTAT WFISEfl SEV IS941' FLEXIBLE CONNECTION VOLUME DAMPER 11 45' TAKE -OFF T 1 l ANGULAR TAKE -OFF WITH MANNi DOD TERMINALS: L* 1:51 — RL�- - -RS - _- -C_-•- FLEXIBLE DUCT MOTORIZED DAMPER COMBINATION SMOKE/FIRE DAMPER FIRE DAMPER I AM1%UA r GRILLE r�IFFUSER, TYPE 1 TO 350 CFM ILLE, TYPE 1 350 CFM TRANSFER GRILL, TYPE 1 24x12 NECK BALANCE TO 350 CFM TYPICAL OF 2 CEILING DIFFUSER CEIUNG RETURN GRILLE CEIUNG EXHAUST GRILLE REFRIGERANT LIQUID LINE REFRIGERANT SUCTION LINE CONDENSATE PIPING SHEET INDEX REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2011 MO.1 MECHANICAL SCHEDULES M1.0 HVAC FLOOR PLAN M2.0 HVAC ROOF PLAN S1.1 STRUCTURAL ROOF FRAMING PLAN h City of Tukwila BUILDING DIVISION RECEIVED AUG 03 2011 PERMIT CENTER SET DATE: 08 01 -11 z 0 rn m Hii1115 VAC SCHEDULES 0 z SHEET NUMBER M0.1 CONTRACTORS LICENSE CFMHEHC9690D i A HVAC FLOOR PLAN RECEIVEr AUG 0 3 2011 PERMIT CENTEF• SET DATE: 08-01-11 m CONTRACTOR'S LIQENSE OFMHEHC969CD GAS 4 1 Al ELEC. 3/4" COPPER PIPE MOM OR l 1 10 CONDENSATE RAN TO I I 1 T>(i rj->—<T:I ' - 1�' - -\-�I LANDSCAPING ��� 1 1 1 1 1 1 1 1 ► 1 ► I 1 1 Ft - - - - >��I�I �• i[ � EXISTING SUP ° LY GRILLE To _ BE G GRILLE TO NGE REMAIN LOBBY CU ■, ( X(STI 0 CH �1 I�1 II Imo" �� < I ri w n' \I ►w!; CONNECTED TO NEW AC -1 !:i ARKS LL SUPPLY AS (E) GRI LES ►: ±; - --- ---► --�► ----► --- 1 1 1 NEW °ETURN 1 < \ -_ � �� .., �■ r' EN QF'FI STU80UTS° TO REMAIN AND R ---USE .4111111111111E NEW RETURN GRILLE I -- 1 >< I II >� I T>—<—::-; ' ' 'RR IL. MR 'K 1 1 EXISTING SUPP DISCONNECTED I 103` iI GRILLE Ttl ROM EXIS 8E NG •: a� = , I -a. �' 1 1 '*-- `� i ►:fi 4 TON HEAT CONNECTED - MP A •NEW Al., C r �� -1 C:�!l .-.- ..-. . ►i [� ICI C «��� :. .. :... �� /'� 1 .-- it =i�l 1 1 '� il:(1]1 i'� 1 L -. �� /'� .-�- (E) PAM. ---• M' F--'— ,1 �I -- AO' 4 (� NMI , i ►. ........ ..:. o MI 1141 i NO li ' ....mmulliii Csl linalleeinim. liimmi2Aw N N Pi ail RACII . ...„,. 1 hi 1 FA■ ..., rt 111.11 HEAT PUMP `� 1 1 4111:112) RVI D �a pp�, +�OMstesting, (� 2011 �� e7 �a�t V� TUili� n ^ 1 1�� LV'NV ��V1S1 ucti 1414.1 Duct Sealing and Testing: Duct work and plenums shall be sealed in accordance with ► Section 1414.1.1. Additionally, ducts shall be tested in accordance with Sections 1414.1.2 and I 1414.1.3 as required. ► 1414.1.1 Sealing: Duct work which is designed to operate at pressures above 'A water column static pressure shall be sealed as follows: 1. Static pressure %, inch to 3 inches: Seal all transverse joints and longitudinal seams. Spiral lock seams in round and flat oval duct work do not require sealing; however, other ► seams shall re sealed. I 2. Static pressure above 3 inches: Seal all transverse joints, longitudinal i 1 ' ► 1 1 1 ► ► ► I ► I ► I ► ' ► ' eo.; I�] ...-0. — �\ �� 1 > / I / \ �`�a i 1:II■ — — — -� \ / I < I \ — — I < / I ' EXISTING R RN RELOCATE GRILLE , • GRILLE MOVEMENT GRILLE i EXISTING . . SUPPLY . - —�_��� , 1111111111.11.11.11111111111111 ��� \ �• CO H /'1L _„ p �►��� 4 ® t1 +0� ' TYPICAL OF WITH ARROWS '� ° ► �G t I seams and duct wall penetrations. ► All low pressure supply and return air systems not located entirely within the conditioned space, , including the unconditioned side of enclosed stud bays or joist cavities /spaces used to transport air, shall be securely fastened and sealed. Duct work shall be sealed using welds, gaskets, mastic, or 1111 mastic- plus - embedded - fabric tape. Enclosed stud bays or joist cavities /spaces used to transport air shall be sealed using mastic -plus- embedded -fabric tape, or when drywall is used to enclose the air system, drywall tape. tape Y ywall mud and to e. Duct to is �— —► : ■� ��. ki_.:4-_, 1. r �� ��� Itw w�r-�li..�. �s.�•�nw�.��ri1� , iT��'� ^���� _ ""��'" -1 W a not permitted as a sealant on an ducts. p any EXCEPTION: Fibrous glass duct systems installed in accordance with Standard UL 181A and flexible duct systems installed in accordance with Standard UL 181B may use ► g tapes listed for these systems. I 1414.1.2 Low Pressure Ii�t �I �� ~� 114111 '' 'wr� ' r Ii�1 IE•�, i Oil \ III CaNF. TRAIN. AA O Duct Leak Test: All duct systems shall be sealed to a leakage rate not to ► exceed 6 percent es the Fan flow if the duct system: ' s �� - � ®) I ��Lti 'Fill iLli Icy I ��I \ I , \-' \1 �— t { , in S 1414.1.3 High Ii;l1:.:J � ► . , # +� j. -.,—r► �_ � [h�]�1 Pressure Duct Leak Test: Duct work that is designed to operate at static pressures in excess of 3 inches water column shall be leak - tested in accordance with SMACNA Duct Leakage ' Test Procedures - 1985. Representative sections totaling no less than 25 percent of the total installed duct area for the designated pressure class shall be tested. Duct systems with pressure ► ratings in excess of 3 in. w.c. shall be identified on the drawings. The maximum permitted duct . leakage 11 �'�, i 01 I I !_r r�l�I �'�� ION ' `��, ��LI� . ► HALL I f ALL shall be: _ _ — �\ - �1 OFFICE 11111M1 Lmax = CLP0.65 , I \ i , Where: / \ 1 Lmax = Maximum permitted leakage in cfm /100 R2 duct surface area. '� - /� ' \ / / \ 1 1 1 I I IifIi,ilitI!;,;i;Is;r;riliurAlwaiPEiliiPIILtlY2iuPiliuIriiP!iliurAa$fzwt&wli,uJli,rA$JL,P4iPsfIi!v4&Pi�iliuiliufli,rAlIi,iliuPiliPiI' ( l�'I�► 0 in w.c. __-___- ___� __________-_-_ -_w— W___`-®_-_-_-_-_-_®_ �� ®__-0_1.'®�-_w_-____- ®'�- ®-_!' �C y i A HVAC FLOOR PLAN RECEIVEr AUG 0 3 2011 PERMIT CENTEF• SET DATE: 08-01-11 m CONTRACTOR'S LIQENSE OFMHEHC969CD GAS CT-- -- GAS GAS EXISTING 2" GAS LINE GAS GAS GAS GAS T-- GAS GAS -GAS GAS GAS GAS GAS GAS GAS ---- GAS NEW 1/2" GAS LINE TO AC -1 HVAC ROOF PLAN. %- 1 r5 REVIEWED FOR CODE COMPLIANCE APPROVED r AUG 19 2011 City of Tukwila BUILDING DIVISION RECEIVED AUG 03 2011 PERN11T6ENTER ijIA 11� gd 2�A bE SET DATE: 0 & -01 -11 1"11 � 11�� 0 z 0 W cc a. zoo oa UQ cc er u_ a O O cc 0 j SHEET NUMBER M2.0 CONTRACTOR'S LICENSE CFMHEHC969CD EXPIRES 2/13/13 I EXISTING ROOF SHEATHING ft= EEO Arm 1111111111111111111 1111111111111111111 1111111111111111111 1111111111111111111 IIIIIIIIIIIIHIIIfl IIIIIIIIIIIIIIIIIII 1111111111111111111 111111111111111111111 1111111111111111111 1111111111111111111 III/IIIUNlI1I1IIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIEINIIIIIIIIIII IIIIIIIINIIINIIIIII IIIIIIIIIIIII/UIIII EXISTING GLULAM GIRDER EXISTING 4x16 PURLINS 0 8' -0" oa EXISTING 2x6 ROOF STIFFENERS v3 24" ac, TYP. YORK CHAMPION 048 470 LB 14' HIGH FACTORY CURB w/ (3) Y'x3' LAG SCREWS TWO SIDES OF CURB THRU FLANGE INTO GLULAM AND NEW 4x6 LJ INSTALL (1) DF #1 4x6 USING SIMPSON LUS46 HANGER EA END BENEATH CURB OPPOSITE OF GLULAM (REMOVE EXISTING 2x6 IF INTERFERES) FRAMING DETAIL AT NEW ROOF MOUNTED UNIT SCALE: %a' = I' -m' REFERENCE FRAMING PLAN ABOVE i NEW DP h 4x6 8 TO 12 FEET 1 EXISTING DOUBLE CANTILEVER 6 %'x42 G .ULAN SEAM HVAC FRAMING PLAN SCALE: 1/4'. 11,0' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 192011 City of Tukwila BUILDING DIVISION 17 14 e?.. BUILDING PLAN \N_,../ SCALE: 1/32' lcel 2 O 2 co mummammem UPLAND DISTR. CENTER RECEIVEP AUG 03 2011 PERMIT CENTEh DRAWN PVH CHECKED GAP DATE 8/02/2011 SCALE AS NOTED JOS NUMBER 11058 OMMINMOMMOM S1.1 HVAC