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17825 59TH AVE NE_BLD20130024_2026
Nods BUILDING INSPECTION REPORT Girt Y o� Permit No. Address: 176PL5 79 Zj-pe �� 7.p� ��0 IN Contractor: Owner: Date: APPROVAL PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before � CCG Inspector: Date: G s/ ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry _ ® Drainage ® Insulation 0 Other: //U BUILDING INSPECTION REPORT Gt�Y OA Permit No. Address: 17925- #f7 7�1jN t0Z Contractor: G` Owner: Date: gAPPROVAL ® PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ® Under-floor ® Framing /'Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove o Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT v �� Permit No. �3 — OL Z,� Address: l'?Z S ��rft Gip Contractor: ��,L/�•� /��� Gi¢j� N Owner: Date— Tq _ !3 APPROVAL PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: y L13 ® Under-floor EJ Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork Mechanical 19 Grid ® Struct. Slab ® Wood Stove Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: Start up report Performance Date q-I LZI 13 Job Name: [ Job# Technician � Address: Component: Q0 Make: GA0Z(GYL \ Outdoor Model# 4e j CC-1) �` Z AUA Filter Size Qty. Type Serial# (),7 3) WXZ 4l Indoor Model# Serial# Replaces Unit# Model# Serial# Nameplate data: Voltage ZW Phase Utilization Range Compressor: #1 RLA _ Amps 3, Strip heat/BTU rating #2 RLA _ Amps_ K.W. #3 RLA Amps Volts Amps Location of unit: RZIP BTUH input Y N NIA Y N NIA Ducting Compl, Iff ❑ ❑ T-stat installed ff ❑ ❑ Roof Pen. Sealed -a ❑ ❑ CCH energized 24 Hrs. 2 ❑ ❑ Gas Pipe Compl. 10 ❑ ❑ Wiring complete � ❑ ❑ Equipment level S ❑ ❑ Wire&fuse size correct B' ❑ ❑ Equip. isolation ❑ ❑ Cont.trans proper tap ❑ ❑ Equip. seismic ❑ ❑ Connections clean tight ❑ ❑ Service Access ❑ ❑ Shipping blks removed ❑ ❑ Venting complete ❑ ❑ Fan set screws tight ❑ ❑ Air filters inst. �' ❑ ❑ Belt tension &align .a ❑ ❑ Econ/Cont. inst. .2- ❑ ❑ Pressure tested ❑ ❑ ;2 Cond. Trap inst. ❑ ❑ Manual with unit 2r ❑ ❑ Smoke detect(sl .0 ❑ ❑ Roof clean e2- ❑ ❑ 'Evacuation complete to WA microns Cooling Heating Proper voltage to unit L.P. Fans correct rotation H P I� Vibration mounts adjusted S.H. Fresh air set at 10% S.C. Economizer operation checked S.A. ICE Voltage under load 4-� R.A. Evaporator fan RLA ?j¢ Amps Z OSA Condenser fan RLA 0Ab Amps 05 OIL LEVEL Strip heat amps S. GLASS Manifold pressure �j.'J Crankcase heat amps Tempeature rise ' Air balance complete Comments: t I - ' � D I I DI E 'L Lij _ I� �`li-7T� HEATING k AIR CONDITIONING INC •J JJ r�•/�lly` amov•wvr.,cunw m.� To- m iaoo/,xxNT. MA seas no 1 - j M F--S"r•f� zoa/=i-a-lM FAX aae/zs1-aZ -400-.1 11. Ii ��f SfATC mMTNAC7CR 1JC016 fNY�. Pp b1A 13d1T I ❑UiLET/ DESIGN WIDE ❑PEN IN CEM CEM TEST 1 TEST EIN�L z I I z Zq° I z40 I I 2-(0 z10 i z I I I z40 I Z-4 i I1 Z30 1 z4-0- 1 4-0 i 1 Z46 1 i Z-.o I M I Z-40 zV 1 i 2 r,,,50 I I i t i Z40 I I I Z4 I I ZW I z4O 1 z46 i 1 I I za) IZ30 1 240 II Z-40 I I Z-50 0 I Z40 f , • -- I I I I 1 I - I I � I i I ' I I ► I I i � I I I I i ► : I I 7 �� � •I I ��r. �' I CITY OF ARLINGTON 238 N.OLYMPIC AVE-ARLINGTON, WA.98223 PHONE;(360)403-3551 BUILDING PERMIT Address:17825 59th Avenue NE#6&9 Permit#:24 Parcel#:31052200403500 Valuation: OWNER APPLICANT CONTRACTOR Name:ARLINGTON ADVANCED Name:Outback Power Name: MANUFACTURING PARK Address:3316 FUHRMAN AVE E STE 200 Address: 17825 59th Avenue NE#6&9 Address: 17825 59th Avenue NE City,State Zip:SEATTLE,WA 98102 City,State Zip:[City,State,Zip] City,State Zip:Arlington,WA 98223 U Phone: Phone:800-696-4149 Phone: LIC#: EXP: PLUMBING CONTRACTOR MECHANICAL CONTRACTOR Name:Mark Smeltzer Name: Address: 1012 Central Avenue S. Address: City,State,Zip:Kent,WA 98032 City,State,Zip;, Phone:800.696-4149 Phone: LIC#:PERFOHAO05BS EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: BLD CODE YEAR: 2009 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 11 O/IRC 110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of I r gton rust be reported on your sales tax return form and coded City of Arlingto #310 . 1 3 / Signature Print Name Date Rcicas 3y 14te CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES ' " Date Description Fee Amount 3/15/2013 Air Handler $100.00 3/15/2013 Exhaust Hood $50.00 3/15/2013 Mechanical Plan Review Fee $350.00 Total Due: S500.00 Total Payment: $0.00 Balance Due: $500.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon t Permit Information Date 3/6/2013 Permit Number 24 Applicant Name Outback Power Permit Type BLD l�� Site Address 17825 59th Avenue NE#6&9 Description Mechanical Project Cost 37500 Square Feet 0 Status Applied Permit Issued Permit Expires Phone 800-696-4149 Occupancy Load Type of Construction Proposed Use Number of Stories 1 Assigned To L Peterson Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type Outback Power Systems APPLICANT Performance Mechanical Mark 800-696- mark.s@pmghvac.com CONTRACTOR Labor& PERFOHA005BS Group Smeltzer 4149 Industries Property Information Owner Information Parcel#:31052200403500 ARLINGTON ADVANCED MANUFACTURING PARK ARLINGTON ADVANCED MANUFACTURING PARK 3316 FUHRMAN AVE E STE 200 17825 59th Avenue NE SEATTLE,WA 98102 Review Date Type Description Target Date Completed Date Assigned To Status 3/6/2013 BLD HVAC 3/15/2013 C Young In Review 3/6/2013 BLD Job Tracking 3/15/2013 L Peterson In Review Uploaded Files I Upload File Date File 3/6/2013 24-Application.pdf Delete . i �` 1. COMMERCIAL MECHANICAL r SUBMITTAL REQUIREMENTS 4: _ Department of Community Development City of Arlington • 238 N Olympic Ave. • Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS,AND ONE(1) SET OF WASHINGTON STATE ENERGY CODE APPLICATIONS. Type of Permit: 0 Residential Apartment Commercial Valuation: $37,3500.00 Project Address: 17825 59th Avenue NE Bldg.6 and 9 Parcel ID#: 31052200403500&31052200403800 Section 22 township 31 range 05 quarter Lot#: Subdivision: Project Description: Provide replacement RTU-4 packaged rooftop unit and new exhaust fans per schedule;provide and install ductwork to accommodate commercial TI per plans. Owner: ARLINGTON ADVANCED MANUFACTURING PARK Phone Number: Address: 3316 FURHMAN AVE E STE 200 City. SEATTLE State: Wa Zip Code: 98102 Contact Person:MARK SMELTZER Phone Number: (800)696-4149 Cell Phone: Fax: 253-867-5775 E-mail: mark.s@pmghvac.com Address: 1012 Central Ave.S City: Kent State: Wa Zip Code: 98032 Please List Quantity of Fixtures Below: FURNACE UP TO 100K BTU CLOTHES DRYER GAS OUTLETS FURNACE OVER 100K FLR FURN INSTALURELOCATE SUSPENDED HTR/UNIT HTR\ BOILER UP TO 3 HP APPLIANCE REPAIR APPLIANCE VENT/OTHER BOILER UP TO 4-15 HP TYPE I OR II HOOD VENTILATION EQUIPMENT BOLIER UP TO 16-30 HP 1 AIR AHNDLING UP TO 10K CFM 4 VENTILATION FANS BOILER UP TO 31-50 HP AIRHANDLING OVER 10K CFM 2 OTHER VENTILATION SYSTEM BOLIER UP TO 51 HP AND UP INCINERATOR (AST)TANK STORAGE/PIPING ��- ALL OTHER UNITS P. HEAT PUMP (UST)TANK STORAGE/PIPING Contractor: Performance Mechanical Group formally Performance Heating and A/C Phone Number: (800)696-4149 1012 Central Ave.S Kent We 98032 Address: City: State: Zip Code: Contractors License Number: PERFOHA150RT/PERFOHA005BS Expiration: 4/30/2014 • Provide applicable WSEC Worksheet(s)and appliance cut sheet(s)along with application • Provide applicable NFPA or other Reference Standard Material along with application I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Ar1 q 2/26/13 I R �� > I J Applicants Signature Date Mark Smeltzer `'' Print Applicants Name r FOR STAFF USE ONLY ,-k k �L i / I Permit it Accepted B. Amount Received Receipt# Date Received 2 COMMERCIAL MECHANICAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. • Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 WHEN A MECHANICAL PERMIT IS REQUIRED The City of Arlington requires a mechanical permit before mechanical equipment is installed, altered, or replaced. Examples are installations or alterations of gas piping, replacement of any HVAC equipment, Heat Pumps, Exhaust Systems, Paint Booths, Above-ground and Under-ground tanks with piping, etc. The City of Arlington does not require a permit to replace an existing gas clothes dryer, stovetop ranges, ovens, or gas log if there is no gas piping installed or altered. MECHANICAL PLAN REVIEW IS REQUIRED FOR THE FOLLOWING PROJECTS 1. New Commercial Buildings. 5. All hoods (Type I and II). 2. Complete HVAC systems and AC units, heat 6. All Commercial gas piping. pumps, rooftop units or exhaust fans. 7. Any penetrations of fire resistive construction 3. Relocation of 10 or more diffusers. 8. All spray booths 4. Addition of fan coil units. SUBMIT TWO (2) COPIES OF THE FOLLOWING FOR MECHANICAL PLAN REVIEW: ❑✓ Mechanical plans or drawings. (Minimum plan size is 18"X 24"scale, '/" scale for details.) Reflected ceiling plan showing and identifying ductwork, equipment, piping, supply diffusers, return air grilles and fire dampers. ❑ Roof plan showing equipment, ductwork, vents, roof access and equipment screening. List of equipment and schedule. ❑✓ Engineered structural gravity and/or lateral force calculations for ALL rooftop units. ❑ A Commissioning Plan shall be submitted with the following: A detailed explanation of the original design intent Equipment and systems to be tested, including the extent of tests Functions to be tested, i.e. calibration, economizers, etc. Conditions under which test shall be performed, i.e. winter or summer design, full outside air, etc. ,/ Measureable criteria for acceptable performance L7 Washington State Non-Residential Energy Code Forms. Structural Information: Please note that engineered structural gravity loads calculations are required for all rooftop units. If the unit is 440 lbs. or larger engineered structural lateral force calculations are also required. All Natural Gas Fuel Gas Piping is covered under the 2009 International Fuel Gas Code. Liquefied Petroleum Gas installations are covered by NFPA 54 (National Fuel Gas Code)and NFPA 58 (Liquefied Petroleum Gas Code). Gas water heater replacements require a permit and are regulated by the Uniform Plumbing Code 1 Electrical Contractor A business licensed by L&I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account.They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full-time supervisory employee. Business and Licensing Information Name PERFORMANCE HTG&A/C INC UBI No. 600601386 Phone 4252510356 Status Active Address 1012 Central Ave. S. License No. PERFOHAO05BS Suite/Apt. License Type Electrical Contractor City Kent Effective Date 1/20/2000 State WA Expiration Date 1/29/2014 Zip 98032 Suspend Date County King Specialty 1 Hvac/Rfrg Ltd Energy Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status PERFORMANCE Electrical PERFOHA055RJ HEATING Et A/C INC Contractor General Unused 12/11/1995 12/11/1997 Archived Electrical Administrator INFORMATION License MILLEDE986LS Name MILLER, DANIEL EUGENE Status Active Business Owner Information Name Role Effective Date Expiration Date MILLER, DANNY Agent 11/20/2007 MILLER, DANNY (President 11/20/2007 ERDAHL, DARRIN Vice President 11/20/2007 GOWEN, RICHARD L Agent 01/01/1980 11/20/2007 GOWEN, RICHARD L President 01/01/1980 11/20/2007 GOWEN,CONSTANCE F Vice President Jim/01/1980 11/20/2007 Bond Information Bond'Bond Company NamelBond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 DEVELOPERS SURETY 748803C 10/01/2007 Until Cancelled it INDEM CO $4,000.00 11/20/2007 2 DEVELOPERS SURETY I 853804C I01/01/2001 IUntilCancelled 11/20/2007 $4,000.00 11/22/2000 &INDEM CO Assignment of Savings Information No records found for the previous 6 year period Insurance Information No records found for the previous 6 year period Summons/Complaint Information Summons and Complaints are not filed with the department for this contractor type Warrant Information Warrants are not filed with the department for this contractor type Infractions/Citations Information Infraction/Citation d Date I RCW Code Type Status I Violation Amount ECOXE00625 2/2/2012 19.28.101 RCW ELECTRICAL CITATION ISatisfied $250.00 ECOXEO0627 2/2/2012 19.28.101 RCW ELECTRICAL CITATION ISatisfied $250.00 ECOXE00629 2/2/2012 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 ELEIS00407 12/1/2010 19.28.101 RCW ELECTRICAL CITATION ISatisfied $250.00 EMEHU01295 7/25/2007 19.28.101 RCW ELECTRICAL CITATION ISatisfied $250.00 EMEHU01292 7/25/2007 19.28.041 RCW ELECTRICAL CITATION ISatisfied $500.00 ECOXE00634 2/6/2012 19.28.101 RCW ELECTRICAL CITATION ISatisfied $250.00 ECOXE00638 2/6/2012 119.28.101 RCW ELECTRICAL CITATION ISatisfied 5250.00 ECOXE00636 2/6/2012 119.28.101 RCW ELECTRICAL CITATION ISatisfied $250.00 100* From the desk of : Rick Simashkevich Office: 425-251-0356 -5775 Performance Fax:rick.s@pmghvac.com E-mail: ricks@pmghvac.com Mechanical Group LETTER OF TRANSMITTAL Date: 2/26/2013 TO: City of Arlington Permit Center Attn: Permit Intake Specialist RE: Outback Power Systems Renovations Mechanical Permit Application VIA: MAIL 0 ORIGINAL 0 DISK ❑ FAX ❑ COPY OF LETTER ❑ SUBMITTAL ❑ DELIVERY ❑ SKETCH ❑ O&M ❑ PRINTS 0 OTHER ❑ NUMBER OF COPIES: 2 COMMENTS: Please find the attached Mechanical Permit Application for your use and approval. Please feel free to contact me with any questions you may have at ph. (206)458-8402. FOR APPROVAL 0 APPROVED AS NOTED ❑ FOR YOUR USE 0 APPROVED AS SUBMITTED ❑ PER YOUR REQUEST ❑ CORRECT AND RE-SUBMIT ❑ FOR REVIEW&COMMENT a FOR YOUR INFORMATION ❑ SINCERELY, Z4 di/ma,�,a. cd, ECrI'VE � ti ; cc: file MICR 0 4 COA Depi, - Camei 0 SUBMITTAL Project —Untitled17 Date Thursday, February 07, 2013 RECU).T.D MAP, O 4 1'01-11 COA Engineering Dept. Table Of Contents Project: --Untitled17 02/07/2013 Prepared By: 10:36AM RTU-4 --- .... ._.. .........,..........._ .w...._.._ ......_..........._.._.._w. ._ _...._.w..................... W .�_. .W W:... _...._ _...... .._ . 3 UnitReport... ........... ... _ _ ____....._...._.. w ._,_._-......_.............._............. ....-..........-..._....................-............................ A CertifiedDrawing_. .... ... ...._..__. ..... __._. ..___ _. _....---- _-__ _. ......................... _ _ _ _ .... _. - irmanceSummary--------------------------------------------------------------------------------------------------- nitFeature Sheet----------------------------------------------------------- --- ................_............._.........................._.__.... Spec Sheet......................................---......................_—..-.............._............................ _......_.-..... �.__.. 1 I I I Packaged Rooftop Builder 1.34 Page 2 of 13 RTU-4 Project: -Untitled17 02/07/2013 Prepared By: 10:36AM RTU-4 Tag Cover Sheet Unit Report Certified Drawing Performance Report Spec Sheet Unit Feature Sheet Spec Sheet Packaged Rooftop Builder 1.34 Faye 0 Ui 13 Unit Report For RTU-4 Project: —Untitled17 02/07/2013 Prepared By: 10:36AM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model:-------------------------------------48HCRD08B2A6-OB2CO Unit Length:-------------------------------------------------------------7'4.125" Unit Size--------------------------- ---------------------------------08(7.5 Tons) Unit Width:------------------------------------------------------------------4' 11.5„ Volts-Phase-Hertz:---------------------------------------------------460-3-60 Unit Height:-------------------------------------------------------------4' 1.375„ Heating Type--------------------------------------------------------------------------Gas *.. Total Operating Weight: 1227 lb Duct Cfg: Vertical Supply/Vertical Return Stainless Steel, Medium Heat Weights and Dimensions are approximate. Weight does Two stage cooling models not include unit packaging. Approximate dimensions are provided primarily for shipping purposes For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Gas Line Size:____ 1/2 Condensate Drain Line Size: 3/4 Return Air Filter Type: Throwaway Return Air Filter Quantity: 4 Return Air Filter Size: 20 x 20 x 2 Unit Configuration RA Smoke Detector Medium Static Option-Belt Drive AI/Cu-AI/Cu Base Electromechanical Controls Temperature Economizer w/Barometric Relief Powered Convenience Outlet Non-Fused Disconnect Standard Packaging Warranty Information 1-Year parts 5-Year compressor parts 15-Year heat exchanger- Stainless Steel No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48HCRD08B2A6-OB2C0 RooftopUnit 1 Accessories CRRFCURB003A01 14-inch Tall Roof Curb 1 Packaged Rooftop Builder 1.34 Page 4 of 13 Certified Drawing for RTU-4 Project: --Untitled17 Prepared By: NOTES: YWII J H H UNITED P.O.Ant NAAe in!utd!1[�1tl1 t1-11 1, DIMENSIONS ARE IN INCHES, DIMENSIONS ylf��i TECHNOLOGIES J;M USE.Ar tariit3 rOl q AIUA• IN [ I ARE IN MILLIMETERS. 48HC-AD7 n u4 33 3/4 �3//B �i/ CARRIER uzzt EaAaAna•s MljellN tas [t0481 185U 40] 2. CENTER OF GRAVITY E 8 E 15 7/B 4BXL-DOB 1 14D313,y DIRECTION OF AIR FLOW 48NC-DD9B 13 l4YI1 r 40-3/B— 110267 —� ECONOMIZER HOOD 20-3/4 I OPTIONAL) E521] 36-3/8 12-5/B [925] [3tll RETURN AIA RETURN AIR I ILTER ACCESS PANEL I ALI (TOOL-LESS) CONDENSATE CONDENSER ORAIN OPENING 28-3/4 COIL IN BASEPAN [731.1 37-5/B 40-3/8 W SUPPLY 19551 110271 INDOOR COIL T. t SEE TI4AU AIR SUPPLY ACCESS PANEL 1B 16J , i Y/, 1 GieRTASE AIR (4691 I412) I355] 11 12791 6-1/4 29-518 11DD1 —[lU[ 3-1/4 [1597 1751] Hrpp 14 1831 13561 TOP 25 164 1/2 647] X — 1-1/4 4-111 I321 11181 TIKAL DISCONNECT D ISCOMMECT CONTROL BO% � E A. / LOCATION ACCESS PANEL CORDER CONDENSER B, DI COIL G 28-3/8 OPTIONAL INDOOR BLOWER [720] OPTIONAL 7 FACTORY ACCESS SUPPIT AIR rACTON, 27-718 INSTALLED I NSUllIO 0 [109] DISCONNECT UNOIE 13-116 COAY[NIINCC C f 13531 OY TICT i NANDLE�� 1 J 6-S/B 7 I f i461 4 00 C)� IUE7 3-3/4 195] 59-1/2 I6118 115101 TYP 31 [214] 37-116 CURB [940] 1962, L E F T WIDTH 88-1/8 j [2230] AIRPLY FRONT A NEEt DATE 3APIAml 48HC 07-09 SINGLE ZONE ELECT 1oF2 10-05-10 10-16-09 COOLING WITH GAS HEAT Packaged Rooftop Builder 1.34 y Certified Drawing for RTU-4 Project: -Untitled17 Prepared By: UNITED P.o.eor teoe nrs 1o¢MY1 1s IY1 hart 3TD. UN(I CORKER CORHEk CORkFR CORNER '1�/CARAIEAOGIES NINE Use,Mr o u ou l•nm ura r.t UNIT WEART"Y WEIGNT IAI NIGHT ID) WEIGNI ICI WEIGHT (D) C.G. iaerulS6ul 9111t a CM" t(M/0te/101'711UtILY fq] LES. KG- 1D1.f9im 1U5. t6. 105. KG. I 1 7 /OXC-A07 163 317 16S.J 2N.7 f1.1 232.)IO},1 12 3/0 I101fl 1•J/1 100?.N 19 7/0[SOS) Y STANDARD UNIT WEIGHT IS WITN LOW GAS HEAT AND WIT IONC-000 925 II9.5 201.1 ?56.1 116.??13.9 12/.? l100t1 )1 116 [B67] 22 7/U[581] FOR OTHER OPTIONS AND ACCESSORIES, AEFEA TO THE PRO IdNC-DOf 925 II9.S 201.1 256-1 116.?27).1 I21.7 R S/U 110671 31 1/9 tY6T1 22 T/0[5017 CORNER A CORNER B CORNER D CORNER C 1P ni 11,100 00 FRONT sHltr un SEMMES 48HC 08.12 SINGLE ZONE ELECT z OF2 10-05-10 10-16-09 COOLING WITH GAS HEAT Packaged Rooftop Builder 1.34 Certified Drawing for RTU-4 Project: -Untitled17 Prepared By: B 7 6 5 4 3 ROOFCURB NOTES CONNECTORWO ACC. GASCONNECTIONTYPE G4SFRnNIG POVIERVIAR ACCESSORYO A 1 ROOFCllfEACCESSORYISSHIPP®gS4SSQvRM FR71NG 2lSAA7®PWBS25„MC TF0.WRETHAfEFOAM,445[13&4]NDFNSRY. CRRFCURB003401 14 MMS-Z A&IER3 �if+PAti]WA01 THRUTHECUR6 [�0] 4 ROOFCURBA6G4GESTEEL S.ATiACHDUCTW09<TOWR FW ON B(FLANGESOCTRESTCURB) 3/4'[19)NPT 1114"[31.71N CRRFCURB004A01 24 B.E L6i N1EACHSIDE CAHn,RSFbDN01 THRUTHEBOTTOM [610) 7. WRFIOry. 8 0ONNECT0RPACKAGECR9TMPNR002A011SFORTHRLLniECURBGASTYPE PACWtGECRBTKFWRODi40115FORTHR THEAOTTOMTYPEG4SCONNECTIONS. D 13/4" [44.51 MR 1.00" 63164" 1142" 14M' [5'41 1153.51 RWO] I 137471 21/4" 15721 A 12-12"[[3175,,1MDE INlAAA76>�tPMBb 74' P6041 8-1516^[2524]WIIDE INSLUTEDDEOCPAJNH 13 a' C N4.a1 134' SECTIONITHRUSIDE 110601 [4441 GASSE130CER-ATE niRuTHECURB DRILLHOLE 0 A.SSEt.E[11F REWIRED [20783] (EEENOlEa)B 3" [76s] 4oane' Hauer ISt S':G- I RETUR4AIR 231 0' 14,OI SJPR-YAIR OPENING [5f$p[ M�Er' L�g13/4" — — OPENING CORNERDETAIL [44.SJ SIP0.YAR B •-1314' 1117/3 1515132 &STET T [44.5] 18D091 [39291 (SUPP[JEDWITHCURB) TYFICPL(4),SI AL(4P,ELM'RTHCL681 DUCT DES (RELDSUPPLIm) 7/16' 421111181 n9 [129oe] (FIELDSUPPLIm) / / r R00F74GF&T SEE VIEW"B" (FIELDSUPPLIED) ��Fl®DRA MN N PAI ffF1DS760.ED1 �ryyyy�,yy�� 9916 fMNMDIFl(/J[J[Nl' rI`1.1.11.I.�lAAV I11551 O ROOFMIGANIERIAL — �, 1FE1D5J7•l1ED) maaav txtaoan arse fR11 Ciri1 MOW." 1OEC OLEO 3 A 1 t f ADIHORPg1pIJA (FIELDSUPPLIED) ex,r anD hV IM1�fUM}ItW(1lMb / T.QAYm rn�rtel V£C1R: MdC 12/16MID B ADDmgM.1515�32I392B 1/11/13 Mv1C 1085BB4 9liAfS.r1191 A(c�m]1 7,{yg 1�+1E7iNAlU REV REV6pNREWRD OAIE BY CHK9 AP E NND P✓. Packaged Rooftop Builder 1.34 Performance Summary For RTU-4 Project: -Untitled17 02/07/2013 Prepared B : 10:36AM Part NumberA8HCRD08B2A6-0B2C0 ARIEER:...................-.__::..-: . _..:. ._:_......................-.__..-__. ._.._..........................................._......--------------12.00 EER: .........................__.-._...................---._........_............................... ._..............._-.......................................13.0 Base Unit Dimensions UnitLength:..........___._............_........................ ....................__...._.......................... in UnitWidth:__........... _.........._.............._............__ . ....._._.__............................................_59.5 in Unit Height:_. __ ............._.......... .W _....._....__.-..._......_.. .49.4 in Operating Weight BaseUnit Weight:_- --- _... ..._..-----------------------------------.._-------------------------------------------------------------925 lb StainlessSteel, Medium Heat:----------------......__...._..................---....--..-_----_..------------------------------------------------------------------------------------- 5 lb RA Smoke Detector:................ __.._..._.........-..._ ......._ _.. _ _ .. lb Medium Static Option-Belt Drive:_................... ..... _._..... _...._----------------------------------------------------------------------------15 lb Temperature Economizer w/Barometric Relief,............................. _ _.._ __ lb Powered Ib Powered Convenience Outlet:.-.._ :...._......-.__._..___ _ _.._............................_-._.-.............__ lb Non-Fused Disconnect:............ .. _-_.._-....._._......._............_................W_ .._.............._....-..-.._...._._.......................................15 lb Accessories 14-inch Tall Roof Curb:------------------------------- .....................................__...._......._.____-----------------------------------------------------------------143 lb TotalOperating Weight: __..__._.. ..__._..._......_- _..-.....-_-...__.---------------------------------------------------------------1227 lb Unit Unit Voltage-Phase-Hertz: .._-.__.... .- ._..._.._.---------------..-------------------------------------------------------------------------------460-3-60 Air Discharge:......................... _............_ ._..-- - -- - ......__.._...._........... _ Vertical FanDrive Type:................................... ___._ . ........................ _..__.... _ _ _ Belt ActualAirflow:---------------------------------------------------- ................._....w..._..---................_.._----_----------------------------------------------------------------2400 CFM Site Altitude: ..... ...._..._.._.............................. ... 0 ft Cooling Performance Condenser Entering Air DB:-----------------_--------- ..- _ 95.0 F EvaporatorEntering Air DB:___________ ........_......-__---------------------------------------------------------------------------80.0 F EvaporatorEntering Air WB:................................_ .._ .. _.. .. ......_.__----_--------------------------------------------------------------- 67.0 F Entering Air Enthalpy:....._._____.--... _ _ _...._.._ ...._._..... _ __._..-._____........_ 31.44 BTU/lb EvaporatorLeaving Air DB: .-.......-..._ _....-......._.-_ __ _.__.._.._._------------------------------------------------------------------------55.2 F Evaporator Leaving Air WB:......................................... .............. 54.9 F Evaporator Leaving Air Enthalpy:----- -_—....__.----------..-.----------------------------------------------------------------------- BTU/Ib Gross Cooling Capacity:..........: -- -..__ .._._....._ -- --___...................._..................................... _ 89.95 MBH Gross Sensible Capacity:....... . _....�� _ _ ._.........__......._........_...... -__ ...._....64.38 MBH CompressorPower Input:.._.......__._......................_....-_....__._._... __. ....................-.................._._.. _..- .... _.._... 6.22 kW CoilBypass Factor:__..__......__.----._..............._......................... _.._ __.._.-..-._......... ..._... 0.163 Heating Performance Heating Airflow: _..........................._ _ .... .. .........-... ...-..................... 2400 CFM EnteringAir Temp: . - _. __............................... __._..._._ .-...__...--.................. ........................ __ 70.0 F LeavingAir Temp: --. .._ .... .. ....__............._.................-...:..-----------------------------------------------------------------------127.1 F Gas Input Capacity:----------------------------------------......_...... __ __ .._..- 120.0 1180.0 MBH Gas Heating Capacity:..._...__ .................___....-_.___.. ......... ..._.._._____._-.... 148.00 MBH TemperatureRise:---------------------------------------._...._.... W: ... ..�_ __.... ..._..---------------------------------------------------------------------------------57.1 F NOTE:......-.._...-......._........ � _. �........._.....-._.-._.........._................._...... w.._.. .. ..._._...............................Second Stage Supply Fan ExternalStatic Pressure:--------------------------- _...... ... .. ......_.._.............................----------------------------------------------------------------0.50 in wg Options/Accessories Static Pressure EconoMi$erlV/EconoMi$er2:... _........................._.._........................._. .-•_--.__ ...._..... 0.06 in wg TotalExternal Static:-------------------------------------------------------------_--- -........... ---------__.__--------------------------------------------------- 0.56 in wg Fan RPM: ............. ............. _ _._ _.�.__.... _.._.._,. 677 FanPower: -- _ __.._.... - -- ....-.........-...... _.... ...... -_0.74 BHP NOTE: The Selected Indoor Fan Motor requires a Field-Supplied Drive(RPM Range: 690-936). Electrical Data(Before July 30, 2012) Packaged Rooftop Builder 1.34 Page 8 of 13 Performance Summary For RTU-4 Project: -Untitled17 02/07/2013 Prepared By: 10:36AM MinimumVoltage---------------------- ------------------------------------------------------------------------------------------------------------------------------------------414 MaximumVoltage---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------506 Compressor#1 RLA:----------------------------------------------------------------------------------------------------------------------------------------------------------6.1 Compressor#1 LRA:----------------------------------------------------------------------------------------------------------------------------------------------------------41 Compressor#2 RLA:-----------------------------------------------------------------------------------------------------------------------------------------------------------------6.1 Compressor#2 LRA:-------------------------------------------------------------------------------------------------------------------------------------------------------------41 OutdoorFan Motor Qty:---------------------------------------------------------------------------------------------------------------------------------------------------------------2 Outdoor Fan FLA(ea):............. .w:-........._.............._...._..._-.. __. __..__ _ ___ 0.8 IndoorFan Motor Type:.__..-._.._.............................................__.. ........... .........................MED Indoor Fan Motor FLA......................-.......................__._...._._................ _ _.. _ 2.6 Combustion Fan Motor FLA(ea):.............. -.. _ _ _... _ ...............................................0.25 � PowerSupply MCA:---- -....._....................._............._..........._....._......... 20.1 Power Supply MOCP(Fuse or HACK):. _.____ _�......_....._...... . ._ ..-_ ..... .......................25 Min. Unit Disconnect FLA:.._ _ ............._.........................._-................................ -----._.............21 Min. Unit Disconnect LRA: _....................................................... ------- . .......... Electrical Convenience Outlet:----------•--...................._................... ----------- - ------------------------------------------------------Yes NOTE: Convenience outlet must be field connected to the line/load side of the unit disconnect per local code. Electrical Data(July 30,2012 and Beyond) Indoor Fan Motor FLA:. - ____ ....__ ..- ......-._-__.................. 3.4 PowerSupply MCA:........................................... ...... . .�....� .. - -------........... Power Supply MOCP:------- --------------------------- .. ...............__. ----. 25 Disconnect Size FLA*-............................._...._..............................._ DisconnectSize LRA:---------------------------------------_- ------------------------------------------------------------------116 July 30th and beyond units can be identified by serial number 3112XXXXXXXXX and higher Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 96.0 93.5 90.6 125 Hz 88.4 82.1 84.3 250 Hz 71.9 65.7 80.2 500 Hz 65.2 62.1 79.3 1000 Hz 60.1 59.6 77.1 2000 Hz 58.6 54.2 72.2 4000 Hz 60.7 52.8 67.4 8000 Hz 60.6 52.3 63.7 A-Weighted 75.4 70.9 82.0 Advanced Acoustics Advanced Accoustics Parameters 1. Unit height above ground:. 30.0 ft 2. Horizontal distance from unit to receiver:-------------------50.0 ft 3. Receiver height above ground:----------------------------------_-------5.7 ft 6 4. Height of obstruction: 0.0 ft _ 5. Horizontal distance from obstruction to receiver:-----0.0 ft 4 6. Horizontal distance from unit to obstruction: 0.0 ft s Detailed Acoustics Information Packaged Rooftop Builder 1.34 Page 9 of 13 Performance Summary For RTU-4 Project: -Untitled17 02/07/2013 Prepared By: 10:36AM Octave Band Center Frequency, Hz 63 125 250 500 1 k 2k 4k 8k Overall Sound Power Levels at Unit's Acoustic Center Lw), dB 90.6 84.3 80.2 79.3 77.1 72.2 67.4 63.7 92.3 Lw A-Wei hted Sound Power Levels at Unit's Acoustic Center LwA , dBA 64.4 68.2 71.6 76.1 77.1 73.4 68.4 62.6 81.7 LwA Sound Pressure Levels at Distance Specified above L , dB 58.2 51.9 47.8 46.9 44.7 39.8 35.0 31.3 59.9 L A-Weighted Sound Pressure Levels at Distance Specified above(LpA), dBA 32.0 35.8 39.2 43.7 44.7 41.0 36.0 30.2 49.3 LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. FanCurve URPM 16 614 12 ~� \ N 10 \\ U 08 3.00BHP 04 (� 1 m 05 10 15 7D 25 30 35 40 45 Airflow(UM-thousands) RPM=677 BHP=0.74 MaximtunRPM=1084 MaxnnumHP=3.70 Note:Pleasecontactapphcationengineeringforselectionsoutsidetheshadedregion. SC-SysteinCLuve RP-RatedPoint Packaged Rooftop Builder 1.34 Page 10 of 13 Unit Feature Sheet for RTU-4 Project: --Untitled17 02/07/2013 Prepared By: 10:36AM WeatherMastee — 48HC PACKAGED ROOFTOP GAS HEATINGIELECTRIC COOLING UNITS 3,4,5,6,7.5,8.5,10 and 12.5 TONS STANDARD FEATURES INCLUDE: • Puronf(R-410A;HFC r*tr,gerani charged —Yi • ASHRAESOIcomolantandEn*rgy Star qualifad • Scroll compressors with,ntemal Ime break and overload protecbon ® • Smgie-stsgecoollng Coca c4ycontrolonan04-01models • Two-stage root-rig csoacaycontroIan 08.14 models • SEERs up to 15.5 and EERs up to 13.0 • IEERsupto13.Owan sin ais speed indoorfanmotor • IEERs up to 13 S with 2-sps*d VFD rndoorfan motor ' • TXV motering device on each in cfepandent cecud • 04-05mo dots use,X•13(SSpeedrTorque)DveaDnv*Motorstandsro • Beh dw*fan and outlay eomomstions-on three phase mod*ls • Exclusive non-conosiva composite condensate pan in ac-cordance with l"T. ASHRAE Standard 62,sloping design,side or center drain • Standard cooling operation to 125'F(52'C)to 35'F(2'C) 000 • Units use high performance coppertube+aWmnumfrn condenserand evsporstorcoi+s 00 1' • Pre-pointed*xteriorpanets and onr+per•cooted interior panels tested to 16 honalLouvered HailGuardShotln • 60ohoursuxspnyprolearon Fund insulated cabinet • Exclusiv*IOC solid-state control for on-board dognostics with LED teorcode designation burner control logic and energy saving indoor fan motord*lay 0 MEM 110 • Low NOx mod"that meet California Au Quality tianagamant Induced draft gas heat comburi design O, An • Redundantgssvaboswd d huptotwrosilecofhastMg• Low pressure and hqh pressure switch proreeted ® MAINTENANCE FEATURES: • Access penelswith easy gnphandles • Innovative*say ataning.no-strip screws on unit sco*ss panels WEATHERMASTER SERIES • Two-inch return air filt*n and Tool-tass fast access • fJawterminal board facilitating srmpl*asfetycvcud troubleshooting and Weatherldaster(48HC)units are high efficiency,single packaged gas simplified control box arrangement heating, electric cooling Links that are pre-wired and charged with • ExcluslvelOCsolid-mate control for on-boarddisgnosticawithLED PuronC(R410)refrigerant. They are factory tested in both heating errorcodadesignation,burner control logic and owiglysavingindoor and cooling modes, and rated in accordance with AHRI Standards fan motordelsy 210i240 (04-Ob saes) and 340l360 (07-14 sizes) Weatherk4aster unitssredesigned in accordance with UL Standard 1995,and listed by INSTALLATION FEATURES: the Underwriters'Laboratories. • Thru-lh"oltompowwrentryespabilly • Single point gas and electric Connections • Fun perimeter base rail with built-in rigging adapters and fork slots • Convertible from vertical to horizontal*diow for sob mounting ® STANDARD PARTS WARRANTY: • 10-year heat exchanger—15-yearstein less steel option • 5-yearcompressor u,.uns,Wnf ur.e • 1-yearparts C us •, ,,� • Manyoptions upgrades also available F„�kcxen.w OPTIONS INCLUDE BUTARE NOTLIMITED TO: • PmrmorLmk-"and A1uhi Protocol Direct D!giul Controls (oxi, • ComfonL!nkControls • Supply and Retum A Smok*Dotectors,high static motors • Louvered con denser cc 4 guords and coa costingoptions • Econorrr_er,disconnect end convenwncooutletoptions • Sit inless Steel host exchan got(sin mdsrd with Low Nox) Certified to ISO 9001 • Hinged access pan" • Humrd-f IZa dehumidification system • Fodfoc*dmsulatwnthroughoutantweuCrm*t Fore Complete list of optionsand accessories refer to the • Lowambientcoolmg operation controls productdota catalog. • HACR circuit breaker Packaged Rooftop Builder 1.34 Page 11 of 13 Spec Sheet for RTU-4 Project: --Untitled17 02/07/2013 Prepared By: 10:36AM Factory Installed Smoke Detector Specification Sheet Turn to the Experts For Factory Installed smoke detectors on 2-28 ton Commercial Rooftop Units APPLICABLE UNITS: 48/50PG,PM,PD 03-28 48150TC 04-30,48150HC 04-28, 50TCQ 04-24,50HCQ 04-12 46150HE,50HEQ 003-006 48/50HJ,TM,TF 004-014 50HJQ,TFQ 004-012 GENERALDATA Type TelAire SuperDuct,4-wire Photoelectric Sensing detector and control modUle The Carver fact on-installed smoke detector system comprises a four-Hire controller and one or two sensors(Retum Air and or Supply Air) Its primary ftstiction is to shut down the rooftop unit in order to prevent smoke from circulatingthroughout the building Itisnot to be used as a life saving device. Facton,installed smoke detectors require no additional samplingtubes to be field installed. SYSTEM DESCRIPTION Controller-The controller includes a controller housing;a printed circuit board andan easil}'removable clear plastic cover for access to the multiple temmirmal connections andrelay contacts for connetxionto fire alarm systems, HVAC controls,and other athiliaryfUrctions.A remote test'reset'tisual alarm station can beconnectedtothe controller. Detectors-The detector includes a plastic housing;a printed circuit board,a clearplastic cover,an exhaust tube, and a sampling tube.The exhaust tube and sanVhng tube are attached during factory installation The sanpiutg tube varies in length depending on the size of the rooftop unit. The clear plastic coverpemits visual inspections without haiine to disassemble the sensor.The cover fonns an airtight chamber around the sensing electronics For installations using two detectors,the controller does not differentiate+shich detector signals an alarmortrouble condition.Arapid change in environmerttal conditions,such as smoke,causes the sensorto signal an alarmstate but dust and debris accurrulatedovertime does notWhen the sensor's ability to compensate for entiromnentalchanges has reacheditslinit(1(10°odirty),the sensor signals a trouble condition-Airis introduced to the duct smoke detectors sensing chamber throusJm a sampling tube that extends into the Hl AC duct and is directed back into the ventilation systemthrough an exhaust tube.The difference in air pressure betweenthe t-wo tubes pulls the sampled air through the sensing chamber. When a sufficient anmunof smoke is detected in the sensing chamber,the sensor signals an alarm state andthe controller automatically takes the appropriate action to shut dorm the unit via the factor'instaUedMiringconnections.Additional functions such asintegrationMtha Building Alarm System, additional fans andblowers,notiA•the fire alarm control panel,etc,require field v.inng and configuration- ,,.. � Smoke sensor module Controller module Fig. 1-Controller and Detector(Sensor)Modules 1/2 11/1/2008 Packaged Rooftop Builder 1.34 Page 12 of 13 J Spec Sheet for RTU-4 Project: -Untitled17 02/07/2013 Prepared By: 10:36AM GUIDE SPECIFICATIONS R System Specifications Controller specifications Turn to the Experts • System Type: Controller shall include: Separate controlleranddetectormodules One set ofnormally open alarminitiation contacts for Four Wire Controller and Detector connectionto an initiating device circuit on afire alarm c ontrol Photoelectric Sensing panel Environmental compensationdithdifferential Two Form-C auxilian'alarmrelaysforinterface ssithrooftop sensing for reliable,stable,and drift-free unit or other equipment sensitivity One Form-C supervision(trouble)relay to controlthe operation • Operating environment_ of the Trouble LED on a remote test'resetstation Temperature -20°to153`F(-29"to?0'C) • Capable of direct connectionto two individual detectormodules Humidity 1 Ell cto931oRH,non-condensing Can beniredtoupto14 other duct smoke detectors fortrntltk* • 'Iagnet-actilk•ate d test reset sensor switches fanshutdottinapplications ■ Tool-less connectionteminal access • Recessed momerltzn•s+sitch for testing and Wire Size: resetting the detector High voltage terminals: 12-22 AGW All others: 14-22 AGW Operating voltages: 20-29 VAC.50160 Hz 120 VAC,50160 Hz 2201240 VAC,50160 Hz Table 1—Controller Terminal Operating current: Connections 20-29VDC: 175 mA 24VAC: 500 mA at 50/60 Hz TermInallName 120VAC: 100 mA,50 Hz Number 75 mA at 60 Hz 1 ALIX(- 2201240 VAC: 53 mAat50 Hz 2 Reset 40 mA.at60Hz LED indicators: Red(Alarm) 3 SUPV Contact COM Yellow(Trouble) 4 .Alarm Contact COM Green(power) 5 Alarm Contact NO Relays Alarm initiation relay: 5 AUX 1 CoMectCOM Quantity: 1 ,ALX 2 Contect NO Style: Normally open B AUX 2 Contact NC Ratings: 2.OAat30 VDC(resistive) Auxiliary relays: s 24V AUDC In(+) Quantity: 2 to 24VAVDCInI-i Style: Form Ratings: 1 OA at30 VDC. ti Not used 1OAat250VAC 12 MuftiShutdoNvn Supervision(trouble)relay: Quantity: 1 13 SUPV Contact No Style: Form C 14 SUPV Contact NC Ratings: 2.OAat3O VDC(resistive) 15 REL1Alerm LED Out 15 AU.x 1 Contact NC Detector specifications: 17 AUX 1 Contact NO Sensor: 8.70x5A5x1.90 in. Smoke detection method: Photoelectric 1s AUX 2 Contact COM Air velocity(min-maxi 100-4,0001111min 1s 18 VDC Output(+) Pressure differential(min-max):0.005-1.00 in 20 1 BVDC Output(-i Sensitivity: 0.67 to 2.48%obscurationlft Wire size: 14 to 22 AGW TB3-1 Not Used Resettime: 2 second maximum T83 a Not Used Powerup time: 8 seconds max Alarm testresponsetime: 5to 7 seconds N AC Neutral LED indicators: Red(alarm) L AC L ne Yellow(rrouble) Yellow(Dirty) Green(Power) 2/2 11/1/2008 Packaged Rooftop Builder 1.34 Page 13 of 13 DIBBLE ENGINEERS INC. Structural Review Professional Structural Engineering Services ' Summary — HVAC Replacement Connell Design Group Attn:Vicki Somppi 22002 641h Ave West, Suite 2C Mountlake Terrace,WA 98043 REC ED February 1,2013 DEI Project: 12-363 MAR 0 4 2013 COA Enclinevin!� Dept. Re: Outback Power T.T.-Mechanical Equipment Replacement 17825 591h Ave NE T Arlington,WA 98223 Dear Ms. Somppi: Dibble Engineers completed a site visit to review the existing pre-engineered metal building manufactured by Butler for the purpose of a series of tenant improvements. The purpose of this letter review is for the replacement of an existing HVAC unit for a new unit. The existing building utilized structural steel frames at approximately quarter points of the building. The roof framing is nearly flat(Low slope)using a metal purlin system to span between the frames. The internal office mezzanine level uses prefabricated press plated open web trusses to span the between steel beam lines. The new units include: RTU-1 —Existing RTU to remain. RTU-2—Existing RTU to remain RTU-3—Existing RTU to remain RTU-4—Proposed replacement unit in current location with new unit. The new unit is a Model 48HC-D08 and weights 925#. In review of the vertical support of the unit,DEI understands the new unit to be of similar weight to the existing, however DEI would recommend that the installation confirms that the unit curb bears onto a minimum of two roof purlins spanning the distance between the steel frames. The new metal curb should be attached with a minimum of(4) #10 tek screws into each of the two purlins(8)fasteners total. Laterally the seismic anchorage force is 358#and is addressed through securely attaching the unit to the mechanical curb and the curb to the roof purlins. Dibble Engineers appreciates your business. Please contact us with any questions or clarifications. Sincerely, X— -.0 f WUP�07Z&2b 7. O °t"WAS tt,N��� d � DIBBLE ENGINEERS,INC. Robb A.Dibble,P.E. Principal 37445 �- Attachments: Redline Plan for roof location & reference Calculation. SjONAL `_ 1 I � 1029 Market Street Page 1 of 1 P. 425-828-4200 Kirkland, WA 98033 F. 425-827-6131 C7 Z 1_ 8 F—StlE—Stl9 Stl9 a rn $Z N K,^O FO YS}�i ZZ 1 �f a O ZZp N k Q I 2 0 W� � • � 7\W (D/I 2 N o Q K (7 y Z� LL- 1w_ a W 0 > N O�U rc�F �l>J� v�o a Zz� 3 Qg J ku 1 GAS I r ' y ri? tNo. SheetNo.DIBBLEENGINEERS, INC. �� �„ ,� Project Date Subject MCCk.( F By re �r r N ! J rut Oil 1 r 57t 4 ,A CURBS & WEIGHTS DIMENSIONS - 48HC 07-09 (cont.) STD. UNIT CORNER CORNER CORNER CORNER C.G. UNIT WEIGHT , WEIGHT (A) WEIGHT (B) WEIGHT (C) WEIGHT (D) LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. % Y 2 48HC-A07 765 347 165.3 75 152.7 69.3 214.7 97.4 232.3 105.4 42 318 110761 34 314 1882.61 19 718 15051 48HC-D08 925 419.5 204.1 92.6 190.9 86.6 256.1 116.2 273.9 12C 2 42 518 110821 34 118 (8671 22 718 15811 48HC-D09 925 419.5 204.1 92.6 190.9 86.6 256.1 116.2 273.9 124.2 42 518 [10821 34 1A 18671 22 718 15811 CORNEA A CORNER 6 0 l� n 1 CORNER O CORNER C 1 FRONT C10154 Fig.6-Dimensions 48HC 07-09 D s A C10577 Fig.7- Service Clearance LOC DIMENSION CONDITION 48—In(1219 mm) unit disconnect Is mounted on panel A 18—In(457 mm) No disconnect,convenience outlet option 18—In(457 mm) Recommended service clearance 12—in(305 mm) Minimum clearance 42—in(1067 mm) Surface behind servicer is grounded(e.g.,metal,masonry wall) B 36—in(914 mm) Surface behind servicer is electrically non—conductive(e,g.,wood,fiberglass) Special Check for sources of flue products within 10—ft of unit fresh air Intake hood C 36—in(914 mm) Side condensate drain is used f 18—In(457 mm) Minimum clearance 48—In(1219 mm) No flue discharge accessory installed,surface Is combustible material D 42—In(1067 mm) Surface behind servicer Is grounded(e.g.,metal,masonry wall,another unit) 36—In(914 mm) Surface behind servicer Is electrically non—conductive(e.g.,wood,fiberglass) Special Check for adjacent units or building fresh air Intakes within 10—ft of this unit's flue outlet NOTE;Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or for vertical clearances. 22 Dibble Engineers Inc Project: 12-363 Seismic Design Forces Date: 211/2013 Outback Power-New RTU By: JCM Unit Weight: WP= 925.0 Ibs Unit Dimensions: L= 67 in W= 36 in H = 46 in Seismic Design Force: Location= Arlington,WA Zip= = 98223 Site Class= -, D Sps= 0.775. g (USGS GMP App) z/h= t0 (unit height/bldg height) ap= 2:5 (ASCE 7-05, Table 13.6.1) RP= 6.0 (ASCE 7-05, Table 13.6.1) Ip= 1.0 (ASCE 7-05, 13.1.3) Fp= 358.4 lb (ASCE 7-05, Eq. 13.3-1) Fpmex= 1147.0 lb (ASCE 7-05, Eq. 13.3-2) Fpmin= 215.1 lb (ASCE 7-05, Eq. 13.3-3) Fp= 368.4 lb Base Shear= 38.8% Unit Weight Basic Forces at Corners: Gravity= 231.25lb (Wp/4) Shear= 89.6 lb (Fp/4) Overturning= 114.5 lb ((Fp"H12)1(min(L,W)*2)) 0.2*SosWp= 35.8 lb (Vertical,perASCE 7-05, 13.3.1) Worst Case Forces for COE: Shear= 89.6 lb Tension= 150.3 lb Worst Case Forces for 0.7E+0.61)(ASD): Shear= 89.6 lb <-- Shear at each corner Tension= -33.6088 lb <-- Tension at each corner(no net tension) �[� .I ' S ,._. 1 �. i Screw Capacities Table Notes 1. Capacities based on section E4 of the AISI S100. 6. Pull-out capacity is based on the lesser of pull-out capacity in 2. When connecting materials of different steel thicknesses or sheet closest to screw tip or tension strength of screw. tensile strengths, use the lowest values.Tabulated values 7. Pull-over capacity is based on the lesser of pull-over capacity for assume two sheets of equal thickness are connected. sheet closest to screw header,or tension strength of screw. 3. Capacities are based on Allowable Strength Design (ASD) and 8. Values are for pure shear or tension loads. See AISI section E4.5 Include safety factor of 3.0. for combined shear and pull-over. 4. Where multiple fasteners are used,screws are assumed to 9. Screw Shear(Pss),tension (Pts),diameter and head diameter are have a center-to-center spacing of at(east 3 times the nominal from CFSEI Tech Note(F701-12). diameter(d). 10.Screw shear strength Is the average value,and tension strength 5. Screws are assumed to have a center-of-screw to edge-of-steel is the lowest value listed in CFSEI Tech Note(F701-12), dimension of at least 1.5 times the nominal diameter(d) of the 11.Higher values for screw strength (Pss, Pts), may be obtained by screw. specifying screws from a specific manufacturer. Allowable • • .•. • 1t6Screw h8Screw #10Screw g128crew Y."Screw Thickness Design yield Fo Tensile (Pss-643lbs,Pts-419lbs) (Pss-1278lbs,Pts=586lbs) (Pss-1644lbs,Pts-1158ibs) (Pss=23301bs,Pts=2325lbs) (Pss-3048lbs,Pt5-32011bs) (Mils) Thickness Iksl) IN) 0.138"dla,0.272"Head 0.164"dia,0.272"Head 0,100"dia,0,340"Head 0.216"dia,0.340"Head 0.250"dia,0.409"Head Shear Pull-Out Pull-Over Shear Pull•Out Pu11-0ver Shear Pu11-0ut Pull-Over Shear Pull-Out Pullover Shear Pull-Out Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 1 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 0.0312 33 33 95 40 140 103 48 140 55 175 118 63 175 127 73 211 r 0,0346 33 45 151 61 140 164 72 195 11 84 265 188 95 265 203 110 318 0,0451 33 45 214 79 140 244 94 195 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 366 777 342 775 1016 396 1067 54 0.0566 50 65 214 140 140 426 171 195 634 198 386 51i9 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 388 777 284 715 866 328 848 97 0,1017 5o 65 214 140 140 426 195 195 648 356 388 777 405 776 1,016 468 1.067 118 0.1242 5o 65 214 140 140 426 195 195 548 386 386 777 494 775 1016 572 1,067 j�Q t�c-T�c5c.tD Weld Capacities t� ,-z-a i "�7 Table Notes r `� (C� t in-W L"�. 1. Capacities based on section E2,4(for fillet welds)and E2.5(for 6. For flare groove welds,the effective throat of weld is flare groove welds) of the AISI S100 Specification, conservatively assumed to be less than 2t. 2. When connecting materials of different steel thicknesses or 7. For longitudinal fillet welds,a minimum value of EQ E2.4-1, tensile strengths, use the lowest values. E2.4-2 and E2.4-4 was used. 3. Capacities are based on Allowable Strength Design (ASD). 8. For transverse fillet welds, a minimum value of EQ E2.4-3 and 4. Weld capacities are based on E60 electrodes. For material E2.4-4 was used. thinner than 68 mil,0.030"to 0.035"diameter wire electrodes 9. For longitudinal flare groove welds, a minimum value of may provide best results. EQ E2.5-2 and E2.5-3 was used, 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. Allowable • . Capacity(lbs Thickness Design Py Fu FllletWolds Flare Groove Welds (Mile) Thickness Yield Tensile (ksl) (ksl) Longitudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 64 0.0566 33 45 626 1084 682 .632 68 ON13 33 45 769 1365 M9 1048 97 0.1017 33 46 1125 1269 i 54 0,0566 60 65 905 1566 sub 1202 68 00713 50 65 1140 1972 1241 1514 97 0.1017 50 65 1269 1 1269 •1 1 'Weld capacity!or material th/ckness greater than 0.10'requlres engineering Judgment to detennlne leg or welds, 1t'and W. 60 www.SSMA,com Copyright n 2012 by the SSMA Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code=98223 Spectral Response Accelerations Ss and Sl Ss and Sl=Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.042 (Ss) 1.0 0.354 (S1) Period Maximum Sa (sec) (g) 0.2 1.094 (Ss) II 1.0 0.382 (S1) Period Minimum Sa (sec) (g) 0.2 0.927 (Ss) 1.0 0.302 (S1) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code=98223 Spectral Response Accelerations SMs and SMI SMs=Fa x Ss and SMI=Fv x S 1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.128 (SMs,Fa=1.083) 1.0 0.599 (SMI,Fv=1.693) Period Maximum Sa (sec) (g) 0.2 1.162 (SMs,Fa=1.062) 1.0 0.625 (SMI,Fv=1.637) Period Minimum Sa (sec) (g) 0.2 1.047 (SMs,Fa=1.129) 1.0 0.543 (SMI,Fv=1.796) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code=98223 Spectral Response Accelerations SDs and SDI SDs=2/3 x SMs and SDI=2/3 x SMI Site Class D Period Centroid Sa (see) (g) 0.2 0.752 (SDs) 1.0 0.399 (SDI) Period Maximum Sa (sec) (g) 0.2 0.775 (SDs) E-Value used in calculations 1.0 0.416 (SDI) Period Minimum Sa (sec) (g) 0.2 0.698 (SDs) 1.0 0.362 (SDI) 4 LjGREENHECK Printed Date: 2/7/2013 Job: PMG 2012 Building Value in Air. Product Type: Fan Mark: EF1,2,4 —10.75 --8.2 Model: SE1 -12-432-VG 1 Sidewall Direct Drive Exhaust Fan Tags: EF1 EF2 EF4 Standard Construction Features: 12.38 Fan panels of galvanized steel-Aluminum blade propeller-Die formed, galvanized steel drive frame assembly-Corrosion resistant fasteners Options &Accessories: Motor-Vari-Green EC motor w/Mounted Potentiometer Dial UL/cUL 705 Listed-"Power Ventilators" Damper,WD-320-PB-14X14,Gravity Operated(Mounted),Not Coated 18 Long Wall Hsg, Flush Ext.,(1A-Exh),w/OSHA Grd. —� Weatherhood,Galvanized 90 deg.with Bird Screen AIR FLOW See the Assembly Drawing For Selected Accessories Dimensional RE-C .,rFD Weight w/o Weight with Wall Optional Qty Accessories Accessories Opening Damper �b�4R 3 38 110 19.25 x 19.25 14 x 14 CO r-n ` Nr'2��i1.�ginecr;n Dq)t. Performance Requested Actual Requested Actual Operating Airstream Tip Volume Volume SP SP Fan Power Elevation Temperature Speed SE (CFM) (CFM) (in.wg) (in.wg) RPM (hp) (ft) (F) (ft/min) (fie) 1,000 1,000 0.25 0.25 1517 0.11 0 70 4,765 36 Motor Sound Power by Octave Band Motor Size V/C/P Encl. Motor Windings FLA" Sound Mounted (hp) RPM (Amps) Data 1 62.5 125 250 500 1000 2000 4000 8000 LwA dBA Sones Yes 1/4 115/60/1 ODP 1 1725 1 3.9 Inlet 1 751 741661631631601551 481681 5618.3 1.0 0.25 Q11fICQ oamniD 0.8 0.20 RllinnG% '•r _ tO1�AD IIIR 0.6 0.15 a d a 0.4 ..... _- 0.10 Y 0.2 O.D5 Notes: 0.0 0.00 All dimensions shown are in units of in.. 'FLA-based on tables 150 or 148 of National Electrical 0 2 4 6 8 10 12 14 16 Code 2002.Actual motor FLA may vary,for sizing thermal overload,consult factory. Volume(CFIVQ x 100 LwA-A weighted sound power level,based on ANSI S1.4 RPM Grvo dBA-A weighed sound pressure level,based on 11.5 dB System Cu ry ve attenuation per Octave band at 5.0 ft-dBA levels are not -- --W=ZpowerCurve licensed byAMCA International ••••••••••••Do not select to die ion of this surge curve Sones-calculated using AMCA 301 at 5.0 ft 8 Desired operonngp polnl AcNal operaUn pant CAPS 4.10.1964 P:\Carl\winjobs\PMG 2012.gcj Page 1 of 7 LNGREENHECK Printed Date: 2/7/2013 Job: PMG 2012 Building Value in Air. Product Type: Fan Mark: EF1,2,4 Assembly Drawing Type: Sidewall Direct Drive Exhaust Fan OSHA 0r o '� ; Uj APPROVED LONG WALL z 13 ; X 90°WEATHERHOOD GUARD HOUSING - ; ; w r W/BIRDSCREEN � 1 ------------ 1 i DAMPER 21.25 i i If � 16.17" F y 18.25 I I 29 , 20.875 IIII ;49. 75 HOUSING MOUNTING FLANGE AIR FLOW WALL OPENING 19.25 SQ. Notes:All dimensions shown are in units of in.. CAPS 4.10.1964 P:\Carl\winjobs\PMG 2012.gcj Page 2 of 7 [MGREENHECK Printed Date: 2/7/2013 Job: PMG 2012 Building Value in Air. Product Type: Fan Mark: EF1.2.4 Vari-Green Motor & Control Options An EC motor that uses AC input power and internally converts it to DC power. Potentiometer(dial) mounted on the motor enclosure adjusts the speed (RPM) down 80%. Motor Type: Dial on Motor Wiring Diagram POWER INPUT BLACK 115 VAC WHITE Vyl NEUTRAL GREEN GROUND In SPEED CONTROL 1/AR/-,0w--','6o'GREEN. CAPS 4.10.1964 P:\Carl\winjobs\PMG 2012.gcj Page 3 of 7 LNGREENHECK Printed Date: 2/7/2013 Job: PMG 2012 Building Value in Air. Product Type: Fan Mark: EF1 2 4 Vertical Mount Exhaust Damper Model: WD-320 Standard Construction Features: - Model WD-320 is a vertical mount exhaust damper and is constructed of 18 ga galvanized steel with pre-punched mounting holes and a flanged frame - Damper blades are 0.025 in. roll formed aluminum with vinyl seals on the closing edge-Steel axles are 0.188 in. diameter zinc plated mounted steel in acetal bushings-Synthetic axle bearings Accessory Configuration Actuator Type: Gravity End Switch: No 1 .5 14 2.75 I 3.5 -- 14 � 10 TYP. SECTION VIEW DAMPER Notes:All dimensions shown are in units of in. Width And height furnished approximately 0.125 in.undersize CAPS 4.10.1964 P:\Carl\winjobs\PMG 2012.gcj Page 4 of 7 LNGREENHECK Printed Date: 2/7/2013 Job: PMG 2012 Building Value in Air. Product Type: Fan Mark: EF1,2 4 90 Degree Weatherhood Standard Construction Features: Galvanized Steel or aluminum construction. 0.5 welded wire birdscreen. Prepunched mounting holes. Field assembled. -- 20.875 � --- 14.5 C O o . 16.375 . SIDE VIEW ELEVATION VIEW CAPS 4.10.1964 P:\Carl\winjobs\PMG 2012.gcj Page 5 of 7 �GREENHECK Printed Date: 2/7/2013 Job: PIVIG 2012 Building Value in Air. Product Type: Fan Mark: EF1.2.4 SE1 -12-432-VG Min/Max Fan Curve Performance Requested Actual Requested Actual RPM Fan Operating Volume Volume SID SID Power (CFM) (CFM) (in.wg) (in.wg) (hp) 1,000 1,000 0.25 0.25 1517 0.11 1.4 0.35 bhp 411fa, 1.2 �QNPA.f 0.30 1.0 0.25 15 CL 0.8 0.20 ----------- 0 9D 0.6 ----------- 0.15 IL ---------- ------ a) co U) 0.4 ---------- 0.10 0.2 0.05 0.0 .............. 0.00 0 2 4 6 8 10 12 14 16 18 Volume (CFKA)x 100 RPM Curve - - - - System Curve ---------Brake Power Curve ................Do not select to the left of this surge curve 8 Desired operating point Actual operating point CAPS 4.10.1964 P:\Carl\winjobs\PMG 2012.gcj Page 6 of 7 1. LMGREENHECK Printed Date: 2/7/2013 Job: PMG 2012 Building Value in Air. Product Type: Fan Mark: EF1 2 4 Long Wall Housing Standard Construction Features: - Galvanized steel construction - Heavy gauge mounting flanges - Pre-punched mounting holes - Inside flanges allow damper to be mounted - Overlapping weatherhood flange keeps rain out - OSHA Protective guard of welded steel wire completely protects the drive side of the wall housing. 1� � 29 � 18.25 18.25 1 .5 Notes:All dimensions shown are in units of in CAPS 4.10.1964 P:\Carl\winjobs\PMG 2012.gcj Page 7 of 7 Christopher Young From: John Meyer<JMeyer@alpha.com> Sent: Friday, March 22, 2013 11:44 AM To: Christopher Young Subject: RE: Got your E-Mail Attachments: Outback Roof Review(2).pdf; Outback Roof#9a (4).png; Outback Roof#6 Rev 1.png; Solyndra Data Sheet Revision 4 English LR.pdf; 1400012US FixE and FixT overview.pdf; 170W_Alpha_Module_10_AO1.pdf; sharp_165.pdf Good Morning Mr.Young: Thank you for your help during our call last week. As discussed, OutBack Power plans to deploy PV arrays on the roofs of Building 6 and Building 9 (17825 59`h Avenue NE, Arlington). For City of Arlington permitting purposes for these arrays, I understand you are able to add this work to the existing"HVAC Upgrade" permit already open- Thank you. I also understand an inspection will be required upon final installation. Attached please find the following information on these planned PV arrays: 1) "Outback Roof Review(2)": this is the Structural Engineer's report with recommended 'load maps' for PV array deployment on each roof 2) For Building 9: A) "Outback Roof#6 Rev1 i) This attachment is mislabeled, it actually applies to Building 9 ii) Shows the layout of the PV array(s) on this roof B) "Solyndra Data Sheet Revision 4 English LR": i) This is the data sheet for the PV module used in this PV array(s); model No. SL-001-165 ii) Design is for 48 ea. of these modules; total 7.92kW PV array iii) This composite PV module and racking does not physically attach to the roof; rather, it is simply set on the roof C) Installation is scheduled for late next week 3) For Building 6: A) "Outback Roof#9a (4)": i) This attachment is mislabeled, it actually applies to Building 6 ii) Shows the layout of the PV array(s)on this roof B) "1400012US FixE and FixT overview": i) This is a data sheet for the roof racking attachments ii) Schletter is completing a site-specific racking design for this PV array,and I will forward that when it is complete; it will include a fastener schedule for this racking to the roof structure C) "170W Alpha Module 10 A01", and "Sharp 165": i) These are the data sheets for the two types of PV modules used in this PV array(s) ii) Design is for 24 ea. 170W Alpha PV modules, and 24 ea. 165W Sharp PV modules; total 8.04 kW PV array D) Installation is tentatively scheduled for the later part of April If you have questions with this and/or need further information please let me know. Thanks again for your assistance with this. John Meyer Director of Applications&Systems Engineering i LUND WRIGHT OPSAHL S T R U C T U R A L E N G I N E E R S STRUCTURAL CALCULATIONS for Outback Technologies Roof Review for Panel Installation 17825 59th Ave NE, Arlington, Wa - - 1 i February 14, 2013 �e RALP.t'��JC` I�tiAL'V� 1201 1" Avenue South + Suite 310 + Seattle, WA 98134 + 206.402.5156 + www.lwo-se.com b���1 tJl1 PJOF s t,pP� I 10 rw r N �3 046 �z "IF i [ DY 7,v v �U��0�11 tom, �M�►t�.5 15 � � � x � � i - � 0 e fM-1J;A"sNE /* -r4luc ptj jf,urV ,e A-0 Artk,L,F' �o 4 wI o�- -r - ,)"J wl Lk Ptzjf� `To Ff�K Protect LUND WRIGHT OPSAHL 77 S T R U C T U R A L E N G I N E E R S Praer.t No D![e 14 1201 1st Ave.S Suite 310 1 Seattle,WA 98134 www.lwo-se.com i Tel:206.402.5156 Designer Sheet IN? W f o tic.R jN t4 of I' p4r. DY IS t°Dft WtE ` O S u ftfr C40 Rl5j x 11 VAt t L f vF LOON �l Ty -2- �z -. Ht4t,v� V7.1�6'0�) c 10vt covsp Zed� M1� , 14 27 77 �Zw P.N 1ruJ NuJ.Q) = 1�QCz i)t 10 LUND WRIGHT OPSAHL S T R U C T U R A L E N G I N E E R 5 ' Project No Date 1201 1st Ave.S 1 Suite 310 ; Seattle,WA 98134 www.lwo-se.com Tel:206,402.5156 Des. rte Sheet 3 t o r5r- A= 4 .ti I o�-R uto t4� Y-tD 44�1!) �10 0 r -- 4S - f2 vit L) ' woo# �s Project LUND WRIGHT OPSAHL S T R U C T U R A L E N G I N E E R S ProjeC(No Date 1201 1st Ave.S I Suite 310 i Seattle,WA 98134 www.lwo-se.com I Tel:206.402.5156 Designer Sheet joists beams 1 2.85 L 13.1 w 8.03 Ra 2.73 Padd 599.30 Rb 2.61 Padd max 630 Ra 13.82 M 18.85 Rb 13.40 M 157.96 Mmax 158 joists beams 1 4.75 L 12.4 w 5.00 Ra 2.73 Padd 589.16 Rb 2.61 Padd max 630 Ra 13.83 M 18.84 Rb 13.40 M 157.99 Mmax 158 joists beams 1 8.63 L 11.15 w 2.99 Ra 2.73 Padd 575.07 Rb 2.62 Padd max 630 Ra 13.83 M 18.80 Rb 13.40 M 158.09 Mmax 158 `f w L M 310 643 1 I,IS Sb- 4t1w, 17.4 t-7;,lbl — SS b sto 2 'Vr, 13YI 13'%- 15b 113~ U fib, V M lit vow . lot. ` LO koto r Pro�ec[ LUND WRIGHT OPSAHL S T R U C T U R A L E N G I N E E R S Project No Date 1201 1st Ave.S � Suite 310 I Seattle,WA 98134 www.lwo-se.com I Tel:206.402.5156 Designer Sheet I Vx 41 Mn -++ k-- s - 2,n PW C -M = 3,U FAqr 3a W F cOAD= A*6mmV lo-a M�t� hc�t�tq- ShMe �5 F3�11t..�Dl1•� 5?k.NS IUD Teo$. �. o vim. r Project LUND WRIGHT OPSAHL S T R U C T U R A L E N G I N E E R S Project No __ Date _ 1201 1st Ave.S Suite 310 Seattle,WA 98134 www.lwo-se.com I Tel:206.402.5156 Designer Sheet Building##6 joists beams 1 3.08 L 26.35 w 8.01 Ra 2.57 Padd 1299.91 Rb 2.46 Padd max 1300 Ra 27.16 M 19.71 Rb 26.30 M 538.16 Mmax 539 joists beams 1 5.1 L 25.4 w 5.01 Ra 2.57 Padd 1299.15 Rb 2.46 Padd max 1300 Ra 27.18 M 19.70 Rb 26.30 M 538.62 Mmax 539 joists beams 1 9.2 L 22.7 w 3.00 Ra 2.57 Padd 1254.76 Rb 2.47 Padd max 1300 Ra 27.19 M 19.67 Rb 26.30 M 539.01 Mmax 539 ` 7 i 1 1 3Li 'st �l.l i Project LUND WRIGHT OPSAHL S T R U C T U R A L E N G I N E E R S Project No. Date 1201 1st Ave.S I Suite 310 Seattle,WA 98134 www.lwo-se.com Tel:206.402.5156 Designer Sheet i i I400012US FixE and FixT overview.pdf http://www.scWetter.us/support/I400012US FixE and FixT overview.pdf --ssolar motmting systems CHLETTER inc • overview FixE and FixT overview Lumber Catalog C Z I Steel C E The innovative fastening solution with steel and wooden purlins. FixElT 2 1 3 4 5 Ordering exclusively by Z check list FixE/FixT size Applicable sizes 400 877-1 Fixation set FixE Eternit Simple fixation size 1 - - complete 400 877-2 Fixation set FixE Eternit Double fixation size 2 complete For corrugation top distances up to 250 mm;984 inches U��f 400 877-3 Double fixation set FixE Eternit Double fixation size 3 complete : t For corrugation top distances bigger than 250 mm r cI 84 inches 400 878-1 ^^^��✓ Fixation set FixT Trapez Simple fixation size 1 complete m 0cSchletterinc• 3761 E Farnum Place•Tucson, AZ 25706 •Tel +1(520)2898700•Fax +1(520)2598695 Email mailoschletter-us • wavw schletterus • Updated March.2010 1 of 2 3/22/2013 9:48 AM I400012US FixE and FixT overview.pdf http://www.schietter.us/support/I400012US FixE and FixT overview.pdf Solarntwtnlnr.; - RXE and RxT overview r CHLETTER Ilk 400 878-2 Fixation set FixT Trapez Double fixation Size 2 complete `' �uil Fo,corrugation top distances up to 0 250 mm+9 64 inches 400 878-3 Fixation set FixT Trapez -� Double fixation size 3 complete Fo; corrugation top distances bigger than 250 nin-i 9�4 inches 878-4 Fix d Fixation set FixT Trapez Quadruple fixation size 4 complete - _ For corrugation top distances up to � 250 mm r 9 04 inches 400 878-5 Fixation set FixT Trapezes Quadruple fixation size 5 complete For corrugation top distances higgerthan 260 nun 9 04 inches Area of application Elevaiir-,n systen-is like Compact,ano and Compai id Important hints concerning statics On,he basis of a check list the supporting elements are adapted�o the roofing and the according scre:vs are chosen The statical dimensioning of the;%hole constructinn(roof connections support plates elevation)is canted out on the hasis of a comfoi 4abla_statics program Technical data: r I Ni it Screws Quality s-eell 4301 ;_mm vrith steel pw-lins Hanger bolt l,l 10 resp LI 12,^rrth wooden purlins — _ris?ance tube made o*aluminium dianieter 20 resp, 16 mm i 0.79 resp 0,6.=,ruches(only vnth steel p_irlins) - Concentric EPDNI-sealing UV-resistant in case of steel purlins Special sealing top resp corrugated roof rubber n case of wooden purlins Sealing collar EPDf:I-rubber form piece UV-resistant Suppor-ing elements Cap profile Aluminum fixation angle VA(FixEt i ar mounting plate al1Im1nium,FixE2) Statics Static calculation according to the ctn'rent specific national standards(in Germany DIN1055 and EC1) a)Roof-parallel mounting Charts concerning the number of fixation spots .10 bi Elevations Statics project planning programGompact`.'arin � 0!�, OV C.)Sch letter Inc • 3761 E FafnUnl Place•Tucson, AZ85706•Tel +1(520)2898700•Fax:+1(520)2898695 Email nail Dschletter.us • 'vtivw.schletter us • Updated Nilarch,2010 i 2 of 2 3/22/2013 9:48 AM i r S LYNDRA M The new shape of solar " Solar photovoltaic systems comprised of panels and mounting hardware for low slope, commercial rooftops. Proprietary cylindrical modules optimize the collection of sunlight and Solyndra Module enable Solyndra panels to achieve the highest rooftop coverage without the need for costly mounting hardware or rooftop penetrations. By significantly reducing installation costs and increasing the e - generated per rooftop, Solyndra delivers electricity at the l.west cost per .watt hour. �rw.grr Significantly more Fast, easy, Lightweight and solar electricity per economical self-ballasting rooftop per year installation No penetrations or Approximately 2x the roof Typically, 1/3 the attachments required coverage with no need for labor, 1/3 the time, tilting and spacing at 1/2 the cost Product Specifications Electrical Data Measured at Standard Test Conditions (STC) irradiance of 1000 W/m2, air mass 1.5, and cell temperature 25' C Model Number SL-001-150 SL-001-157 SL-001-165 SL-001-173 SL-001-182 SL-001-191 SL-001-200 Release Date TBD PowerRating(Pmp) Wp 150 Wp 157 Wp 165 Wp 173 Wp 182 Wp 191 Wp 200 Wp Power Tolerance(%) %/Wp +4, -5 +/-4 +/-4 +/-4 +/-4 +/-4 +/-4 Vmp(Voltage at Maximum Power) Volts 65.7 V 67.5 V 69.6 V 71.7 V 73.9 V 76.1 V 78.3 V Imp(Current at Maximum Power) Amps 2.28 A 2.33 A 2.37 A 2.41 A 2.46 A 2.51 A 2.55 A V°c(Open Circuit Voltage) Volts 91.4 V 92.5 V 93.9 V 95.2 V 96.7 V 98.2 V 99.7 V Isc(Short Ciruit Current) Amps 2.72 A 2.73 A 2.74 A 2.75 A 2.76 A 2.77 A 2.78 A Temp. Coefficient of Voc %/°C -.29 Temp. Coefficient of Isc %/°C -.02 Temp. Coefficient of Power %/°C -.38 System Information Cell type Cylindrical CIGS Maximum System Voltage Universal design: 1000V(IEC)&600V(UL)systemslow ,_ jam._ ,�,♦ ___,� Dimensions Panel: 1.82 m x 1.08 m x 0.05 m Height:0.3 m to top of panel on mounts Mounts Non-penetrating, powder-coated Aluminum Up to 2.17 mounts per panel Connectors 4 Tyco Solarlok;0.20 m cable Series Fuse Rating 23 Amps Solyndra's panels come with all of the mounts, Roof Load 16 kg/m2(3.3 Ib/ftz) panel and mounts grounding connectors,lateral clips,and Panel Weight 31 kg (68 lb)without mounts fasteners required to build a standard array. Snow Load Maximum 2800 Pa (58.5 Ib/ft2) Wind Performance 208 km/h (130 mph) maximum Self-ballasting with no attachments Operating and Storage Temp -40°C to +85°C Normal Operating Cell 41.7°C at 800 W/mz,Temp=20°C,Wind = 1 m/s Temperature(NOcn Certifications/Listings UL1703, IEC 61646, CEC listing IEC 61730, IEC 61646, CE Mark Application Class A per IEC 61730-2 Fire Class C Warranty 25 year limited power warranty 5 year limited product warranty S LY N D R A" Specifications subject to change without notice The new shape of solar" Solyndra, Inc. 47700 Kato Road Fremont, CA www.solyndra.com 0 2009 SOLYNDRA,INC ALL RIGHTS RESERVED CAUTION:READ SAFETYAND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Revision:4 1 Released:5/15/09 Alpha 170W Photovoltaic Module � I i > Encapsulated Design Resists Corrosion > No Maintenance Required > Quick and Easy Installation > Designed According to IEC61215 Standard Alpha silicon solar modules use breakthrough technology perfected by nearly 40 years of manufacturing technology.These modules use a textured cell surface and tempered glass to reduce reflection of sunlight.The anti-reflective coating provides a uniform blue color and increases the absorption of light in all weather conditions. These solar modules can be applied in many areas including building roofs,photovoltaic power plants,telecommunication hubs, weather stations,broadcast towers,navigation marks,railways and road intersections. Alpha Technologies member of The E�k Group- �� y, 17OW Photovoltaic Module Electrical Characteristics Mechanical Characteristics Maximum Power(Pmax) 170W Length (in/mm) 62.2/1580 Power Tolerance t5% Width(in/mm) 31.8/808 Maximum Power Voltage(Vmp) 35.0 Volt Depth(in/mm) 1.81/46 Maximum Power Current(Imp) 4.86 Ampere Mounting Holes,Length(in/mm) 46.3/1176 Open circuit Voltage(Voc) 44.0 Volt Mounting Holes,Width(in/mm) 29.0/737 Short circuit Current(Isc) 5.36 Ampere Weight lb(kg) 35.3/16 Maximum System Voltage 600V(U.S.&IEC 61215 Front glass thickness 3.2 mm rating) Encapsulant EVA 750V(TOV Rheinland rating) Back side TPT rt Information Module Efficiency 13.3% Packing •• Temp.coefficient Voc -0.35t0.02%/°C Packing configuration 10 pcs per carton Temp.coefficient Isc +0.04t0.0015%/°C Size of Carton 1630 x 550 x 900 mm Temp.coefficient Power -0.5t0.05%/°C Weight of Carton 9 Kg Nominal operating cell temperature(NOCT) 47°Ct2°C Cartons per 20'container 24(x 10pcs)cartons(x modules) Cartons per 40'container 56(x 10pcs)cartons(x Cell Type Mono-Crystalline Silicon modules) Cell Size 125 x 125 mm Absolute Cell Shape Quasi Square Operating Temperature -40 to+90°C Number Cells 72 in series Storage Temperature -40 to+90°C Encapsulated Solar Cells Efficiency 15.9% Dielectric Isolation Voltage 1000 VDC max Standard • • Maximum Wind Resistance 60m/s(134 mph) AM 1.5 Maximum Hail diameter @ 80Km/h 1.0(25) Irradiation 1000 W/m2 Tc 25°C Current-Volta.Current-Voltage Curves ModuleDrawing and Measurments 5.60 ............... _ —I C I-- 4.20 �� ❑j ❑ [ ❑❑ ❑❑❑❑❑❑❑❑❑❑ 2.80 - — 1000WIm2,25deg,TCEtt -- �— _ ❑❑❑❑❑❑ 1,40 ......"•"' 1000W1m',60deg,T,E,E 1 ❑❑❑❑❑❑ ❑ ❑❑❑ ---- 800WJm� ❑❑ ,45deg,T�tt -� i ❑❑❑❑❑❑_ B i 0 10 20 30 40 50 A:1580MM B:808MM C:46MM D:1176t2MM E:737t2MM For more information visit www.alpha.com Alpha Technologies United States Bellingham,Washington Tel:360 647 2360 Fax:360 6714936 member of The'—fHi76roup, Canada Burnaby,British Columbia Tel:604 430 1476 Fax:604 430 8908 049-244-01-A001(02107) Alpha Technologies reserves the right to make changes to the products and information contained in this document without notice. Copyright©2007 Alpha Technologies All Rights Reserved,Alpha®is a registered trademark of Alpha Technologies.member of The Alpha Group-is a trademark of Alpha Technologies All product trademarks and registered trademarks to go on this line I City of Arlington General Meeting Information Form Dan Grewe / Mission Motors 406 West Avenue Arlington, WA Tax Account # 31050200301400 Land Use Questions: Verify allowed use. Will the project require a Land Use Permit and what type? Will the project require Design Review? Will the project require SEPA review? What will the parking requirements be for an Auto Repair facility? W hat type of landscaping and/or screening will be required for the proposed auto repair facility? Site/Civil Questions: What is required for Drainage/grading plans? Can I prepare the Civil Documents? Does the Civil drawing package need to be computer generated? Will a performance and/or maintenance bond be required? If so, how are amounts determined? Will a traffic study be required? Will traffic mitigation fees be applied to the project and how are the fees calculated? The site has existing sewer and water service, will there be re-connections fees? If so, what is the amount? Construction of Fourth Street Frontage improvements were part of the purchase agreement made at the time the city purchased a portion of the lot. Building/ Fire Questions: Will a fire sprinkler system be required for an Auto Repair Facility constructed of metal and concrete block materials? If a separate male and female restroom is provide can a single additional unisex ADA restroom be provided? Is a fire hydrant required on or near the site? Do I need a fire lane or on site fire truck on site access location? Where can I locate the fire department connection? Are there special requirements for storage and disposal of oils and solvents on site? General Questions: Please provide a general summary of permitting and review fees for all department review. Please provide a general time line of full review process, itemized per review segments. Are there any other impact fees? What other permits may be required? GENERAL NOTES ABBREVIATIONS" SYMBOLS PIPE MATERIALS EQUIPMENT UNDERGROUND SERVICE ENTRANCE PIPING: PVC SCHEDULE 40. U'•FN1=RAL NOTES- MECHANICAL WSULATION/�,JNING NOTES ACU AIR CONDITIONING UNIT EF-1 TYPICAL EQUIPMENT DESIGNATION AFF ABOVE FINISHED FLOOR UNDERGROUND.WASTE AND VENT PIPING: ABS OR PVC. 1. REFERENCE TO RELATED WORK: 'REF" INDICATIONS DENOTE WORK 1. ENERGY CODE: AS A MINIMUM, COMPLY WITH THICKNESSES AND AHJ AUTHORITY HAVING (EXHAUST FAN SHOWN) COVERED ELSEWHERE ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL, TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ. JURISDICTION ABOVEGROUND WASTE PIPING: CAST IRON. li ( AHU AIR HANDLING UNIT T ROOM THERMOSTAT OR LANDSCAPE, OR KITCHEN), OR ITEM BASED-0N A SPECIFIC - - TEMPERATURE TRANSMITTER ABOVEGROUND VENT PIPING: CAST IRON. . MANUFACTURER'S DIMENSIONS (VERIFY). 2. EXTENT OF INTERNAL DUCT LINING: GOD BACKDRAFT DAMPER A. .GRILLE AND DIFFUSER BOXES AND BOOTS. BHP BRAKE HORSEPOWER DSD UNDERGROUND STORM PIPING: PVC SCHEDULE 40. 2. ELECTRICAL CHARACTERISTICS: REFER TO ELECTRICAL DRAWINGS FOR B. TRANSFER DUCTS. BTUH BRITISH THERMAL UNIT PER DUCT SMOKE DETECTOR V ELECTRICAL CHARACTERISTICS (VOLTAGES, ETC. OF MECHANICAL C. THE FIRST 10 FEET OF SUPPLY AND RETURN DUCTWORK C HOUR ABOVEGROUNDABOVEGROUND STORM PIPING: CAST IRON. FROM THE AIR HANDLER. GENERAL EQUIPMENT, UNLESS OTHERWISE INDICATED. . CAP `CAPACITY rn ABOVEGROUND WATER DISTRIBUTION PIPING: COPPER, TYPE L. z 3. CODES: COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE 3. EXTENT OF EXTERNAL DUCT INSULATION: CC COOLING COIL ARCHITECTURAL BACKGROUND o_ A. SUPPLY AND RETURN AIR IN UNCONDITIONED SPACES, CD CEILING DIFFUSER (THIN LINE) UNDERGROUND WATER DISTRIBUTION PIPING: COPPER, TYPE K. z 0 PER THE APPLICABLE.BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE, CFM CUBIC FEET PER MINUTE g > AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL AHJ. MECHANICAL ROOMS, ELECTRICAL ROOMS, AND EQUIPMENT ROOMS NOT SPECIFIED TO BE.INTERNALLY LINED. CLG CEILING, COOLING . NEW MECHANICAL WORK CONDENSATE PIPING: COPPER,.TYPE M. a � 4. PREPARE AND SUBMIT FOR REVIEW A SHOP DRAWING BASED ON FINAL B. SUPPLY AIR ABOVE CEILINGS OR EXPOSED NOT SPECIFIED TO CO CLEANOUT (HEAVY LINE) STRUCTURAL SHOP DRAWINGS FOR LOCATING AND ROUTING ALL BE INTERNALLY LINED. COMB COMBUSTION GAS PIPING: STEEL PIPE, ASTM A 53;.TYPE E OR S; GRADE B; DUCTWORK, DAMPERS, EQUIPMENT, PIPING, ETC. C. OUTDOOR AIR INTAKE. CONT CONTINUE,.CONTROL -v MATCHLINE OR PROPERTY LINE SCHEDULE 40; BLACK. o CONTR -CONTRACTOR SECTION IDENTIFICATION A. COORDINATE FLOOR AND BEAM PENETRATIONS WITH 4. MISCELLANEOUS DUCT FITTINGS (CONICAL TAKEOFFS, ETC.): WRAP WITH COP : COEFFICIENT OF F STRUCTURAL. PERFORMANCE (DETAIL SIMILAR) B. COORDINATE FINAL LOCATION AND ROUTING WITH CEILING,. INSULATION FOR CONDENSATION CONTROL. INDICATES DIRECTION OF CUTTING REQUIRED PLUMBING FIXTURES LIGHTS, WALLS, FIRE SPRINKLER PIPING, AND OTHER TRADES WORK. CWS CHILLED WATER SUPPLY o CWR CHILLED WATER RETURN PLANE C. INCLUDE ADDITIONAL OFFSETS, ELBOWS, ROUTING, EQUIVALENT COORDINATION REQUIREMENTS D DIAMETER __ A -LETTER INDICATES SECTION. BUILDING OCCUPANCY TYPES::A-3, 6 DUCT SIZING EXCHANGE, RELOCATING, ETC. AS REQUIRED FOR A NO. INDICATES DETAIL BUILDING GROSS AREA: COMPLETE OPERATING MECHANICAL SYSTEM, 1. IRRIGATION: COORDINATE WITH IRRIGATION CONTRACTOR FOR THEIR DEG DRY BULB, DECIBEL M- M-3�-SHEET # WHERE SECTION IS DRAWN TYPE A-3: 970 SF o WATER SUPPLY REQUIREMENTS AND LOCATIONS.- TYPE B: 18.710 SF D. PROVIDE SHOP DRAWINGS AT NO ADDITIONAL.COST TO THE DIM DIMENSION SHEET # WHERE SECTION IS TAKEN OCCUPANTS: OWNER. DISCH DISCHARGE PIPIRa .TYPE A-3: 33 2. GAS: CONTRACTOR/GAS COMPANY SHALL FINALIZE GAS METER AND ON DOWN TYPE B: 94 5. MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT GAS SERVICE LOCATIONS CD CONDENSATE DRAINAGE.. EA EXHAUST AIR LOCATION OF ALL MECHANICAL EQUIPMENT WITHIN THE STRUCTURE. 3. UTILITIES: COORDINATE WITH SITE UTILITY CONTRACTOR AND CIVIL EAT ENTERING AIR TEMPERATURE - G NATURAL GAS Fixture Type Required Provided EER ENERGY EFFICIENCY RATIO Water Closets (Men'.) 4 7 6. ACCESS DOORS: COORDINATE WITH ARCHITECT AND LOCATE ALL ACCESS ..DRAWINGS FOR UTILITY CONNECTIONS AND EXTENSIONS: EF EXHAUST FAN WASTE (W) Water Closets (Women', ) 6 11 DOORS ON SHOP DRAWINGS PRIOR TO BEGINNING OF CONSTRUCTION. EFF EFFICIENCY - fw PUMPED"WASTE (PW) Urinals(Men's) 2 4 ACCESS DOORS IN FIRE RATED STRUCTURE SHALL BE FIRE RATED. 4. ROOF DRAINAGE: COORDINATE WITH GENERAL CONTRACTOR FOR ROOF EXHAUST GRILLE ENGINE s Men's 3 7 DRAINS. EG Lavatorie VERIFY ACCESS DOOR LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO .DRAIN AND OVERFLOWS, SCUPPER DRAINS, AND CONDENSATE. -•-RL RAIN LEADER (RL) BIDDING: GENERATOR Lavatories (Women's) 3 7 5. STORM DRAINAGE: VERIFY WITH GENERAL CONTRACTOR FOR STORM ELEC ELECTRIC OL OVERFLOW RAIN LEADER (OL) Drinking Fountains 1 1 7, RATED PENETRATION: DUCT PENETRATIONS THROUGH RATED ENCLOSURES DRAINAGE PRIOR TO BIDDING. EQUIV EQUIVALENT VENT(V) ESP EXTERNAL STATIC PRESSURE - ' Per CBC Table 29-A SHALL BE FIRE/SMOKE DAMPERED PER THE LATEST EDITION OF THE EXH EXHAUST - COLD WATER (CW) 6. POOL: COORDINATE WITH POOL CONTRACTOR FOR WATER SUPPLY, GAS, UNDERWRITERS LABORATORIES(UL) FIRE RESISTANCE WITH HOURLY EXT EXTERIOR, EXTERNAL' AND DRAINAGE. HOT WATER, POTABLE, 120E ppO000Op RATINGS FOR THROUGH-PENETRATION FIRE STOPS SYSTEM VOLUME #2, F FAHRENHEIT 00 O•RO°O� OR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE FCU FAN COIL UNIT HOT WATER, POTABLE, oa ,�j MANUFACTURER'S UL LISTINGS (3M OR EQUIVALENT). DETERMINE 7• PLUMBING FIXTURES: COORDINATE WITH ARCHITECTURAL AND OTHER ----140E S� OTHER,TFIP,H l71TF o$Q�:�4.. WA :SOop FI R, FLOOR, TFI,dPFR ATI RF THE rcAD cS EXACT LOCATION OF Al'1_F1:i7rfrlfrrD F17cTURES. - REQUIREMENTS WITH GENERAL CONTRACTOR PRIOR TO BID. FPM FEET PER MINUTE HOT WATER CIRCULATING (HWC),___ o•c4r� � `Zo FPS FEET PER SECOND POTABLE, 120'F NOTES o o 8. EXHAUST OIt PLUMBING TLETS: SOURCE-SPECIFIC FANS SHALL BE VENTED TO FSD FIRE/SMOKE DAMPER HOT WATER CIRCULATING (H WC), OUTDOORS WITH A MINIMUM 3' CLEARANCE BETWEEN VENTOUTLETS p p OU TL �.E75 AND 1. CONNECTIONS: PROVIDE PLUMBING FIXTURE CONNECTIONS TO BUILDING G GAS --140E- POTABLE, TEMP OTHER THAN 120-F pp BUILDING OPENINGS, AND 10' MINIMUM BETWEEN VENT OUTLETS AND WASTE, VENT, COLD WATER, AND HOT WATER SYSTEM IN ACCORDANCE GAL GALLONS 00 \p4 MECHANICAL AIR INTAKES, GPM GALLONS PER MINUTE FOF FUEL OIL FILL 00q�VAL�p0 WITH DRAWINGS;MANUFACTURER'S RECOMMENDATIONS, AND LOCAL o000 CODES. CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL GRD GRILLES, REGISTERS, AND FOS FUEL OIL SUPPLY 9. ROOF PENETRATIONS: SEE ARCHITECTURAL DRAWINGS FOR ROOF CAP, ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNIONS, ETC. GWB DIFFUSERS FOR FUEL OIL RETURN HD ROOF- CURB, ROOF DRAIN, AND VTR DETAILS. AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. REFER GYPSUM WALLBOARD TO PLUMBING FIXTURE CONNECTION SCHEDULE ON PLANS. HD HEAD ----FOV---- FUEL OIL VENT } 10. EXPOSED PIPING: PROVIDE CHROME PLATING FOR EXPOSED PIPING IN HORIZ HORIZONTAL - FINISHED ROOMS. 2. HOT AND COLD: WATER PIPING CONNECTION TO EACH FIXTURE SHALL HP HORSEPOWER ----RV- -- RELIEF VENT 'rr BE COLD WATER ON THE RIGHT HAND SIDE AND HOT WATER ON THE HPU HEAT PUMP UNIT I IRRIGATION ' 11. PENETRATIONS: PROVIDE ESCUTCHEON PLATES FOR EXPOSED PIPING LEFT HAND SIDE. HRU HEAT RECOVERY UNIT V PENETRATIONS AND SHEET METAL FLASHING FOR EXPOSED DUCTWORK HVAC HEATING, VENTILATING, AND AIR PIPE CAP s PENETRATIONS. 3. HOT WATER: NON-CIRCULATING HOT WATER PIPE SHALL NOT EXCEED CONDITIONING �^, PIPE PLUG 1 10' UNLESS OTHERWISE SHOWN ON DRAWINGS. HVU HEATING AND VENTILATION - ,Ir .UNION z z o 0 12. SHAFT AND PLENUM CONNECTIONS: SEAL CONNECTIONS TO AIR SHAFTS UNIT `y AIRTIGHT. PROVIDE AIRTIGHT SEAL AROUND PENETRATIONS IN AIR 4. VENT STACKS: COORDINATE.VENT STACK WITH HVAC EQUIPMENT TO HWR HIGH WALL RETURN, HOT --�11----. FLANGE ' PLENUMS. WATER RETURN Q MAINTAIN MINIM LIM 10' CLEARANCE FROM OUTSIDE AIR INTAKES. HWS HIGH WALL SUPPLY, HOT - Pd GATE VALVE OR BALL VALVE I 13. LIGHT FIXTURE CLEARANCE: COORDINATE LOCATIONS OF MECHANICAL -WATER SUPPLY ua BALL VALVE 5. CLEANOUTS: PROVIDE CLEANOUTS PER CURRENT UPC AND AS WORK TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL FIX HEAT EXCHANGER f uD AND REPLACEMENT. REQUIRED BY LOCAL JURISDICTIONS. CLEANOUTS SHALL BE LOCATED IN ID INDIRECT DRAIN, INSIDE 0,0 PRESSURE REDUCING VALVE (PRV) WALLS/FLOORS `HERE THEY ARE NOT HIGHLY VISIBLE. FLOOR DIAMETER BREAK IN PIPING OR DUCTWORK rt CLEANOUTS IN CARPETED AREAS TO BE FITTED WITH CARPET INSERTS. 14. CABLE TRAYS: DUCTWORK AND PIPING INSTALLED ADJACENT TO IN INCH ELECTRICAL CABLE TRAYS SHALL At-LOW MINIMUM ACCESS OF 6" ABOVE LOCATIONS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. NOTE: KW KILOWATT --'r�� CHECK VALVE J AND TO THE SIDE OF CABLE TRAYS. NOT ALL CLEANOUTS ARE SHOWN ON THE PLUMBING DRAWINGS. L LONG, LENGTH - PI4 BALANCING OR PLUG VALVE 15. MOTORS: COMPLY Will! ENERGY CODE ENFORCED BY AHJ FOR.MINIMUM 6. SUDS RELIEF: PROVIDE SUDS RELIEF IN ACCORDANCE WITH CURRENT LB LWR LOWNWALL RETURN ^1- BALANCING/MEASUING VALVE j o uD UPC. LWS LOW WALL SUPPLY INDIRECT DRAIN, PIPE TO DRAIN EFFICIENCIES UNDER FULL LOAD. ' +ID MBH THOUSAND BTU PER HOUR 16. ACCESS CLEARANCES FOR MAINTENANCE AND REPLACEMENT: VERIFY 7. SHUT-OFFS: PROVIDE SHUT-OFF VALVES/STOPS AT HOT AND COLD MECH MECHANICAL .GLOBE VALVE z o PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS WATER SUPPLY TO EACH FIXTURE. EXCEPTION: PROVIDE SCREWDRIVER MCA MINIMUM CIRCUIT AMPACI7Y �I-.- BUTTERFLY VALVE yf 7 CLEARANCES CAN BE MET. COORDINATE LOCATIONS OF MECHANICAL STOPS AT BATH/SHOWERS MOOR MAXIMUM OVER CURRENT WORK AND WORK OF OTHER TRADES TO PROVIDE ACCESS CLEARANCES PROTECTION -- --- WYE STRAINER FOR SERVICE AND MAINTENANCE. B. TUB SPOUTS SHALL BE THREADED (NO PUSH-ON FITTINGS). MTD MOUNTED WYE STRAINER WITH CAPPED HOSE OSA OUTDOOR AIR --- - END BLOWDOWN VALVE COORDINATION_R Cl1�2�MENTS 9. TRAP ARMS: PROVIDE TRAP ARMS SUCH THAT THE MAXIMUM LENGTH OBD OPPOSED BLADE DAMPER AUTOMATIC CONTROL VALVE, I WILL NOT EXCEED CODE REQUIREMENTS. OD OUTSIDE DIMENSION OR 2-WAY 1. PIPING: COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL DIAMETER AUTOMATIC CONTROL VALVE, STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING 10. ADA INSULATION: AT PLUMBING PIPING EXPOSED UNDER LAVATORIES, OPNG OPENING w� z 0 OF ALL PIPES WITH STRUCTURAL AND AT THE SITE PRIOR AND DURING INSULATE THE EXPOSED PIPING AND TRAPS WITH PRODUCT P PUMP 3-WAY E `00 THE CONSTRUCTION. SPECIFICALLY DESIGNED FOR THIS APPLICATION MEETING ADA PD PRESSURE DROP, PUMPED �11ID RELIEF VALVE : > REQUIREMENTS.PROVIDE HANDI-LAV GUARD OR EQUIVALENT. OFFSET DRAIN z Q Q 2. DUCTWORK: LOCATE AND COORDINATE THE EXACT LOCATION OF P-TRAPS TO CLEAR WHEELCHAIR ACCESS. POC POINT OF CONNECTION -_ REDUCED PRESSURE BACKFLOW. o DUCTWORK WITH STRUCTURAL PLANS AND WITH THE GENERAL PRV PRESSURE REDUCING VALVE RPBP PREVENTER j CONTRACTOR PRIOR TO INSTALLATION OF ANY STRUCTURE OR 11. FREEZE PROTECTION: WATER PIPING SHALL BE INSTALLED ON THE PSIG POUNDS PER SQUARE INCH °T ai DOUBLE.CHECK VALVE ASSEMBLY - J''=�.i"'f.' o c WARM SIDE OF INSULATION. ROUTE NO WATER PIPING IN ATTIC SPACE. GAUGE P. ,.a=,.4" z EQUIPMENT. C A FRAMI CONTRACTOR TO ASSURE JOIST ... ,... ,COORDINATE WITH FRAMING C NTRACTO A -: - DCVA� ref , i E w O RETURN AIR z "r `. 0 SPACES LINE UP WHEN DUCTWORK.MUST PASS THROUGH DIFFERENT HEAT TAPING IS NOT.ACCEPTABLE. RA [] FLOOR DRAIN '.„,-.- �;F� r � o JOIST SPACES. RD ROOF DRAIN •a �' r) 0 12.: GAS EQUIPMENT: GAS EQUIPMENT SHALL BE INSTALLED PER REF REFERENCE HOSE BIBB o 3. ADJUSTMENTS: ALL EQUIPMENT, MOTORS, FANS GAS BURNERS, IGNITION EQUIPMENT LISTINGS, LOCAL CODES,.AND NFPA. RE RELIEF FAN _ w N to DEVICES, DRIVES, ETC. SHALL BE ADJUSTED AND BALANCED TO OPERATE RG RETURN GRILLE - - PIPE ALIGNMENT GUIDE L..� AT SPECIFIED RATINGS AS REQUIRED FOR THIS PROJECT SITE AND 13. GAS CONNECTIONS: INSTALL FLEXIBLE QUICK DISCONNECT ASSEMBLIES RPM REVOLUTIONS PER MINUTE --�- FLEXIBLE CONNECTION IN PIPING vri / Z ACCOUNTING FOR ELEVATION ABOVE SEA LEVEL. FOR ALL GAS FIRED KITCHEN EQUIPMENT PER LOCAL JURISDICTIONS. SA SUPPLY AIR i�l SCH SCHEDULE PIPE SUPPORT .,ar.-r{'=.at w OF A RLII �,,� 4. APPROVALS: MECHANICAL AND PLUMBING EQUIPMENT SHALL BE 14. FIREPLACES: EACH FIREPLACE TO HAVE BRASS KEYED WALL SHUT-OFF SF SUPPLY FAN, SQUARE FOOT IPS CITY 3 w O i APPROVED FOR INSTALLATION IN THE PROJECT LOCATION AND SHALL VALVE. ALL GAS EQUIPMENT TO HAVE UNION, DIRT LEG, AND GAS SENS SENSIBLE FiLn ^.0 eFP rr.^d rlT o z,.r rn Z %A PIPE ANCHOR a w a V HAVE ALL CERTIFICATIONS AND RATINGS TO MEET ALL ENERGY, COCK. Sc SUPPLY GRILLE A,rp7 t4`�r4 li yp POLLUTION, ENVIRONMENTAL, SEISMIC, ETC. CODES AND REGULATIONS, SMACNA. SHEET METAL AND AIR I _ Q w THE CONTRACTOR SHALL COORDINATE WITH HIS MANUFACTURE 15.. WATER HAMMER ARRESTERS: PROVIDE AT THE END OF HOT AND COLD CONDITIONING CONTRACTORS Q PRESSURE GAGE --- m>a a SUPPLIERS AND SHALL INCLUDE ALL COSTS REQUIRED TO MEET THESE WATER LINES SERVING TWO OR MORE FIXTURES; SIZE IN ACCORDANCE NATIONAL �I1 0tir, , - //'3 5v C� D.. 3 W ASSOCIATION 4 THERMOMETER T �•- �� o= Z REQUIREMENTS IN HIS BID. WITH PLUMBING AND DRAINAGE INSTITUTE (PDI) REQUIREMENTS. WATER e. a *-er F-z HAMMER ARRESTORS ARE REQUIRED FOR DICK CLOSING VALVES SUCH ' GREENED OPENING rn Q Q - SP STATIC PRESSURE P/T PRESSURE / TEMPERATURE TEST •,I ;:r1�,IN�ret•T„ O 5. FIRE PROTECTION: CONTRACTOR SHALL PROVIDE A FULLY DESIGNED FIRE AS LAUNDRY WASHERS, FLUSH VALVES (PUBLIC TOILETS), ETC. - PORT w v3 0 PROTECTION SPRINKLER SYSTEM IN COMPLIANCE WITH NFPA AND LOCAL SS STAINLESS STEEL, SANITARY a z Z CODES. PROVIDE DESIGN, PERMITS, MATERIALS, INSTALLATION, TESTING 16. REDUCED PRESSURE BACKFLOW PREVENTERS: PROVIDE INDIRECT DRAIN SEWER aOa VALVE STATION OR ASSEMBLY - of = AND ALL OTHER FOR A FULLY OPERATIONAL SYSTEM. LOCATION OF ALL PIPING FROM RPBP TO NEAREST DRAIN; INSTALL FUNNEL AT RPBP IF SQ SQUARE a a PIPING TO BE COORDINATED WITH OTHER TRADES. REQUIRED. TG TRANSFER GRILLE - ( PUMP DRAWING.INDEX TYR TYPICAL ISOMETRIC FIXTURE CALLOUT DATE: PIPING NOTES 17. TRAP PRIMERS: PROVIDE TRAP PRIMERS AND PIPING FOR DRAINS AND UH UNIT HEATER O P0.0 LEGEND, NOTES, DRAWING INDEX 2/1/2013 FLOOR SINKS. ARRANGE PIPING TO ACHIEVE EQUAL FLOW TO EACH UON UNLESS OTHERWISE NOTED - 1. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT.PIPING DRAIN AND FLOOR SINK FOR TRAP PRIMERS SERVING MULTIPLE DRAINS V .VENT PIA BUILDING 6 - WASTE/VENT PLAN CONNECTIONS TO EQUIPMENT, COILS, TRAPS, CONTROL VALVES, AND AND FLOOR SINKS. VENT _ VENTILATION, VENTILATOR P1.1 BUILDING 6 - SUPPLY PLAN SHEET TITLE: OTHER COMPONENTS TO ALLOW DISASSEMBLY FOR MAINTENANCE. VTR VENT THRU ROOF LEGEND, NOTES, 18. INSTALLATION OF SOIL OR DRAIN PIPES IN FOOD HANDLING W WASTE, WATT, WIDE DRAWING INDEX 2. REDUCERS: PROVIDE AS REQUIRED FROM LINE PIPE SIZE TO EQUIPMENT, ESTABLISHMENTS WILL COMPLY WITH SECTION 318.0 CPC. WB WET BULB (TEMPERATURE) TRAP, COIL, AND CONTROL VALVE CONNECTION SIZES. 3. OFFSETS: PROVIDE FOR BRANCH LINES TO EQUIPMENT. 4. DIELECTRIC UNIONS: PROVIDE AT CONNECTIONS OF DISSIMILAR PIPE. Ri-ECEIVED 5. REFRIGERANT PIPING: PROVIDE SIZING & INSTALLATION IN STRICT ;;q�'?. SHEET NO. ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 6. CONDENSATE DRAIN: PROVIDE A P-TRAP FOR EACH HVAC UNIT -�� CONDENSATE PAN WITH PLUG TEES FOR CLEANING. CONDENSATE DRAINS '�''(�'�a�'-'')'•`� "u I U AN INUIREC I WASTE UK UU I SiDL. B08 R\01-OW WMM IAA1M WA\PW".DWG D4-DI-1013 14:19 f up. ► I I FLAG NOTES: . CONNECT NEW 3" WASTE TO EXISTING WASTE PIPING FROM EXISTING RESTROOM. o FIELD.VERIFY POINT OF CONNECTION. zo g5; � w DUTILIZE (E)VENT PIPING FROM RELOCATED a ..SINK. - RELOCATE EXISTING HAND SINK. o I ' I 1 3"W M V M " 3 W V �I i FD-1 > (RELO�TED$-- r3 c NI♦ oo p.ROe '" L9Y z"vV � I Yz"v - o O " I ° 2"w 2"w °o o 1}�"V 1}¢"V o p� °Ooo13 Z l W > f z z Y 0 U vl� Q W I V1 I N � M 1 O O O I I O 1 d i I I I' l WLn zLn I , Q;DO ,� Z QQ -- I o I � I I W O.� o N �) p O t W N(n r N Z Z 3 W � o II' ernn W N ��■ z N III Q W �m N Ids 0]> Q Q 0 3 Ld m . o Z ...07 U o Z Z DATE: 2/1/2013 SHEET TITLE: WASTE BUILDING 6 BUILDING 6 VENT PLAN WASTE/VENT PLAN SCALE:.1/4"= 1'-0" IS[IE-T NO P1 . 0 ar F.\ -emsox aakG we B]B f:\AN-W/OUTBACK APoINCifMI WA�yW6�Pid.OWC OP-04-40131k48 YYH—P—P 4 1�L—� GRO'NDFOSS OR BELL:AND 1-1/4- GOSSETT OR EQUIVALENT 1 FLAG NOTES: CONNECT T T 0 E CW SUPPLY. FIELD VERIFY i _- CO EXACT LOCATION RELOCATE EXISTING HAND SINK. UTILIZE (E)CW PIPING FROM.RELOCATED o SINK. EXTEND AND CONNECT TO NEW z rn WATER CLOSET. w - _ INSTALL HOT WATER HEATERS IN I ' PARALLEL. PLUMBING LINES SHOULD BE N - ' EQUAL IN LENGTH. PLUMBING CONTRACTORTO VERIFY. . o -- i � D�-INSTALL THERMOSTATIC MIXING.VALVE TO PROVIDE TEPID WATER FOR SHOWER.. o ICI r PROVIDE EMERGENCY EYE WASH/DRENCH SHOWER o ". ACORN SAFETY MODEL #S1340 z 3 1"HW ,rI1, 'I �-i"HWC (E) L I I I I i r (RELOCATED) 1"CW �X"CW LAV Y4"CW IF - o 00 , o0 o _ _ HWC O k 1 Y2"H W W'HWC THERMOSTATIC _ I - MIXING VALVE Y2"HWC - 1 Y4'"H W - EYEWASH/SHOWER STATION :: BALANCING VALVE (TYP) 5 - -_- tY2 CW___ - - "HWC w n 1, I � i M . - III I 6 'D cD 0 CD - : ICI c0 cD EYEWASH HOWER STATION v�. 11 HWC THERMOSTATIC (D x HW 5 z p 1Ya I'I O W'H K4IXING VALVE d 1-1 2" HW SUPPLY 120E EQ EQ w NOTE: THE SEISMIC STRAPS - SHALL BE AT POINTS WITHIN oo THE UPPER 1/3 AND LOWER CW SUPPLY Q 1„ z Q 1/3 OF THE WATER HEATER. EQ EQ o t : AT THE LOWER POINT A MINIMUM OF 4" SHALL BE. is - > MAINTAINED ABOVE THE ET o CONTROLS WITH THE STRAP. - I Oo N n 0 cn O t w N T&P T&P z Z o w O Z M d N Z WH WH Iy SEISMIC STRAPS v z m (SECURE TO STRUCTURE) m>a M �y] a oFZ O Z DRAIN.PAN w z Z ROUTE DRAINS THROUGH ri a a w ELECTRIC WATER NEATER WALL TO OUTSIDE FLOOR DATE: ELECTRICAL S EQUIP STORAGE, _ 2/1/2013 SERVICE BASIS OF DESIGN NO. INPUT(KW) VOLTAGE ELEMENTS GPH RECOVERY GALLONS AT 907 STYROFOAM PADS, 2" THICK SHEET TITLE: WH-1 PER DWGS 4.5 240V/lP 2 21 80 A.O.SMITH ECT-80 PROMAX - SUPPLY PIPING PLAN WH-2 PER DWGS 4.5 240V/lP 2 21 80 A.O.SMITH ECT-80 PROMAX BUILDING 6 BUILDING 6 NOTES: (1) WH-1 & WH-2 TO BE PLUMBED IN PARALLEL (2)PROVIDE OPTIONAL THERMOSTATIC MIXING VALVE. SUPPLY PIPING PLAN SCALE: 1/4.. _.1,_O„ — WATER HEATER PIPING DE-1 A'I'L NP�T1. .1 SCALE: NONE P I I I wPr l.31 Waasu+PrlalmmG W!C - In F.W-W4 mmm AW "WA\OWC\PII.—W -2013 14:W