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Report Mr 2ozz-oy g.1 (doOo 6oicio LN alP PPI RECEIVED OCT 2 0 E C'®p�►tTY Of TIGARD SUBMITTAL RETURN BUILDING DIVISION PCC 236 SITE&SHELL REPOSITION -Job#: 22310. DATE: 09/28/2022 PACKAGE NUM: 1 PACKAGE REV: 1 SPEC#: 230000 To: Jim Strappazon From: Jarrod Fogle Protemp Associates Inc Walen Construction 9788 SE 17Th Ave. 20915 SW 105th Ave Portland, OR Tualatin, OR 97062 97222 We are transmitting the following Reviewed Submittal Package Number: "1", Revision: "1" Description: "URGENT: HVAC"for your use. Please review and respond to Jarrod Fogle, should you have any questions, or need additional information regarding any of the items. REVIEW of this submittal by Walen Construction is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractors and vendors are responsible for conformance to the requirements of the contract documents and this review does not relieve that obligation. The contractors and vendors and responsible for dimensions which shall be confirmed and correlated at the job site,fabrication processes and methods of construction, coordination of work with all other trades, and satisfactory performance of work. Additional Notes: Submittal Item Revision Description Status 1 1 URGENT: HVAC Approved Notes: Sincerely, fantod .caele �`Wa IE 20915 SW 105Th Avenue I Tualatin,OR 97062 P:(503)718-6680 I F:(503)210-7090 I W:WalenGC.com Construction OR CCB:223805 I WA LIC:WALENCL816BP MK'2 MILE R ASSOCIATES, INC. C O N SUL T N G E N G I N E E R S 6915 SW Macadam Avenue,Suite 200, Portland, OR 97219 Phone:503-892-1188 FAX:503-892-1190 SUBMITTAL DATA AND REVIEW SUMMARY Mechanical Today's Date: September 28, 2022 Project: PCC236 Architect: SCHMIDT ARCHITECTS PC Job #: TS-5951 Submittal Name/#: PCC 236 SITE SHELL REPOSITION Submittal Package#1 Rev 1 -URGENT HVAC.pdf Review Status Choices No Exception Taken Make Revisions Noted Revise&Resubmit Rejected Submit Specified Item Returned Without Action Section 2100 01 —Basic Fire Suppression Requirements—Design Build Products Review Status Comments Shop Drawings Submit Specified Item • Submit product data Hydraulic Calculations Submit Specified Item • Submit product data Section 21 05 00-Fire Protection Basic Materials and Methods Products Review Status Comments Fire Protection Systems Submit Specified Item • Submit product data Above Ground Piping Submit Specified Item • Submit product data Flexible Sprinkler Hose Fittings Submit Specified Item • Submit product data Pipe Hangers and Supports Submit Specified Item • Submit product data Valves Submit Specified Item • Submit product data Section 21 13 00-Fire Suppression Sprinklers Products Review Status Comments Sprinkler System Submit Specified Item • Submit product data Sprinklers Submit Specified Item • Submit product data Piping Specialties Submit Specified Item • Submit product data Air Compressor Submit Specified Item • Submit product data Section 22 0519—Meters and Gages for Plumbing Piping Products Review Status Comments Pressure Gages Submit Specified Item • Submit product data Continued, next page . . . 5951MSub 02 202249-22 Div 23.doc Kuebler Gateway Shell Buildings 3 &4 Submittal Data & Review Summary September 28,2022 Page 2 Review Status Choices No Exception Taken Make Revisions Noted Revise&Resubmit Rejected Submit Specified Item Returned Without Action Section 22 07 19—Plumbing Piping Insulation Products Review Status Comments Flexible Elastomeric Cellular Submit Specified Item • Submit product data Insulation Jackets Submit Specified Item • Submit product data Section 22 10 05—Plumbing Piping Products Review Status Comments Sanitary Sewer Piping, Below Grade Submit Specified Item • Submit product data Sanitary Sewer Piping, Above Grade Submit Specified Item • Submit product data Water Piping, Below Grade Submit Specified Item • Submit product data Water Piping, Above Grade Submit Specified Item • Submit product data Flanges, Unions, and Couplings Submit Specified Item • Submit product data Pipe Hangers and Supports Submit Specified Item • Submit product data Formed Steel Channel Submit Specified Item • Submit product data Firestopping &Accessories Submit Specified Item • Submit product data Valves Submit Specified Item • Submit product data Strainers Submit Specified Item • Submit product data Section 22 10 06—Plumbing Piping Specialties Products Review Status Comments Cleanouts Submit Specified Item • Submit product data Hydrants Submit Specified Item • Submit product data Section 23 10 05—Fuel Piping Products Review Status Comments Natural Gas Piping, Above Grade Submit Specified Item • Submit product data Flanges, Unions and Couplings Submit Specified Item • Submit product data Pipe Hangers and Supports Submit Specified Item • Submit product data Firestopping &Accessories Submit Specified Item • Submit product data Valves Submit Specified Item • Submit product data Strainers Submit Specified Item • Submit product data Section 23 74 12—Packaged Outdoor Rooftop Units Products Review Status Comments Roof Top Unit h No Exception Taken • Reviewed 2022-09-28 Continued. next page... 5951MSub 02 2022-09-22 Div 23.doc Kuebler Gateway Shell Buildings 3&4 Submittal Data & Review Summary September 28,2022 Page 3 Review Status Choices No Exception Taken Make Revisions Noted Revise&Resubmit Rejected Submit Specified Item Returned Without Action MKE &Associates, Inc., has reviewed the above project submittal. The contractor shall take action appropriate to the review directives and the comments provided in the summary given above. Review is only for conformance with the general design concept of the project. Any action is subject to the requirements of the plans and specifications. Contractor is responsible for verification of all dimensions;fabrication and construction techniques; coordinating their work with other trades; and the satisfactory performance of their work in strict accordance with the contract documents. The review is undertaken solely to satisfy engineers obligation to owner and does not relieve contractor from their obligation fully to perform all contract requirements, nor shall such review give rise to any right of action of suit in favor of contractor or third person against engineer or owner Signed: Matt Baker—Mechanical Designer MB/xx Document3 5951MSub 02 2022-09-22 Div 23.doc Page 1 of 1 SUBMITTAL FOR APPROVAL PCC 236 SITE& SHELL REPOSITION -Job#: 22310. DATE: 9/22/2022 PACKAGE NUM: 1 PACKAGE REV: 1 SPEC#: 230000 To: Ted Gentner From: Jarrod Fogle Schmidt Architects, PC Walen Construction 16101 SW 72nd Avenue, Suite 135 20915 SW 105th Ave Portland, 97224 Tualatin, OR 97062 We are transmitting the following Submittal Package Number: "1", Revision:"1"Description: "URGENT: HVAC"for your review, intended to be compliant with contract Specification Number: "230000". Please review and respond to Jarrod Fogle by 09/23/2022. Additional Notes: Submittal Item Revision Description Status 1 1 URGENT: HVAC For Approval Notes: Sincerely, ?o9ie / REVIEWED BY WALEN ` CONSTRUCTION REVIEW of this submittal by WALEN CONSTRUCTION is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractors and vendors are responsible for conformance to the requirements of the contract documents and this review does not relieve that obligation. The contractors and vendors and responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and methods of construction,coordination of work with all other trades,and satisfactory performance of work. Date:9/22/2022 �Wa E n 20915 SW 105th Avenue l Tualatin,OR 97062 j P:(503)718-6680 I F:(503)210-7090 I W:WalenGC.com ConstructionI OR CCB:223805 I WA LIC:WALENCL816BP (REVIEWED ley Walen Construction on 09/22/2022 ) TRANS® Submittal REV 9 Prepared For: Date: September 22, 2022 All Bidders Job Name: PacTrust PCC 236 -RTU Trane U.S. Inc. is pleased to provide the following submittal for your review and approval. Product Summary Qty Product 2 2023 DOE Compliant Precedent Units 1 CDI Seismic Curbs (qty 2) Notes: The attached information describes the equipment we 1) Power Exhaust added to RTU-1 and RTU 2. propose to furnish for this project and is submitted for your approval. Submittal acceptance and return is a critical step, so please ensure submittals are returned with approval to re/ease to production within 14 days of submittal date. Chelsea Eastman Product performance and submittal data is valid for a Trane U.S. Inc. period of 6 months from the date of submittal 7257 SW Kable Lane generation. If six months or more has elapsed between Portland, OR 97224 submittal generation and equipment release, the Office Phone: (503) 620-8031 product performance and submittal data will need to be verified. It is the customer's responsibility to obtain such verification. ©2022 Trane Technologies All rights reserved PacTrust PCC 236. RTU Submittal 09222022 09-22-2022.docx Table of Contents Product Summary 1 PREC (Items Al, A2) 3 Tag Data 3 Product Data 3 Product Report 4 Mechanical Specifications 6 Dimensional Drawings 8 Weight, Clearance & Rigging 12 Accessory 14 COI Seismic Curbs (qty 2) (Item B1) 16 Tag Data 16 Product Data 16 Field Installed Options -Part/Order Number Summary 17 PREC 17 PacTrust PCC 236-RTU September 22,2022 Tag Data - PREC (Qty: 2) Item Tag(s) Qty Description Model Number Al RTU-1 1 6-25 Ton PKGD Precedent Unitary YSJ120A3SOM**C000A1A000A0000000 Rooftop 000000000 A2 RTU-2 1 6-25 Ton PKGD Precedent Unitary YSJ090A3SOM**C000A1A000A0000000 Rooftop 000000000 Product Data-PREC All Units Standard Ship Cycle DX Cooling/Gas Heat Standard Efficiency R-410A 208-230/60/3 Symbio 700 Medium Gas Heat Economizer, Dry Bulb Through the Base Electric Non-Fused Disconnect Switch Unpowered 20A Convenience Outlet Return Air Smoke Detector Power exhaust(Field Installed) CDI Seismic Roof Curbs Item:Al Qty: 1 Tag(s): RTU-1 10 Ton Item:A2 Qty: I Tag(s): RTU-2 7.5 Ton Equipment Submittal Page 3 of 17 PacTrust PCC 236-RTU September 22, 2022 Product Report- PREC • Item: Al Qty: 1 Tag(s): RTU-1 Trane Precedent Gas/Electric/Cooling Only Packaged Rooftop Unit Overview-YSJ120A3S0M"C000A1A000A0000000000000000 Appitention 'Unit Sine - ° eb *�.',•. k"� :'"t"N'�'x -` �t eight EER IEER/SEER Elevation ... Tota I DX Cooling! Airflow External Height Width Length 10 Ton StaticGas Heat Pressure 4000 cfm 1.070 in H2O 4.24 ft 4.44 ft 7.34 ft Unit Features Unit Electrical Voltage/phase/hertz 208-230/60/3 MCA 60.00A MOP 80.00 A Compressor 1 RLA 25.80 A Compressor 2 RLA 9.70 A Controls Unit Controls Symbio 700 Cooling Section Entering Dry Bulb 80.00F Entering Wet Bulb 67.00 F Gross Total 124.38 MBh Ambient Temp 95.00 F Gross Latent 2846 MBh Leaving Coil Dry Bulb 57.77 F Gross Sensible 95.91 MBh Leaving Coil Wet Bulb 56.92 F Net Total 119.25 MBh Leaving Unit Dry Bulb 59.63 F Net Sensible 90.79 MBh Leaving Unit Wet Bulb 57.66 F Net Sensible Heat Ratio 76.00% Saturated Discharge Temperature 119.00 F Fan Motor Heat 5.13 MBh Saturated Suction Temperature 51.14 F Refrig Charge-Circuit 1 10.1 lb Heating Section Heating Stages Medium Gas Heat Output Heating Capacity 162.00 MBh Heating EAT 70.00 F Heating LAT 107.50 F Heating Temp Rise 37.50 F Indoor Fan Data Indoor Fan Performance Airflow Application Downflow Airflow 4000 cfm Design ESP 0.800 in H2O Supply Motor Horsepower 3.100 hp Component SP 0.270 in H2O Indoor Motor Operating Power 1.900 hp Heat SP 0.000 In H2O Indoor RPM 1409 rpm Total External SP 1.070 in H2O Indoor Fan FLA 1.00 Number Supply Fan Count 1.00 Number Evap Fan FLA 8.80 A Compressor Section Field Installed Accessories Power exhaust Power exhaust Field Installed Accessories Power exhaust yes Acoustics Sound Path 63 Hz 125 Hz 250 Hz 500 Hz 1 kHz 2 kHz 4 kHz B kHz Ducted Discharge 86 dB 85 dB 78 dB 71 dB 66 dB 63 dB 63 dB 63 dB Ducted Inlet 82 dB 75 dB 72 dB 62 dB 60 dB 59 dB 57 dB 55 dB Outdoor Noise 86 dB 87 dB 92 dB 90 dB 88 dB 84 dB 80 dB 74 dB Note:Ducted Discharge and Ducted Inlet Sound in accordance with AHRI 260-2017 Note:Outdoor Sound in accordance with AHRI 270-2015 Equipment Submittal Page 4 of 17 PacTrust PCC 236 -RTU September 22, 2022 Product Report - PREC - Item: A2 Qty: 1 Tag(s): RTU-2 Trane Precedent Gas/Electric/Cooling Only Packaged Rooftop Unit Overview-YSJO9OA3SOM**C000A1A000A0000000000000000 �`xxr �3.2 n a .i.h va' :,'s . '7 :. ica8on Unit Size * .` ,` t _ =tight EER IEERlSEER Elevation Total DX Cooling/ Airflow External Height Width Length Gas Heat 7.5 Ton Static 1190.0 lb 11.00 14.60 0.00 ft Pressure 3000 cfm 0.950 in H2O 4.24 ft 4 44 ft 7.34 ft Unit Features Unit Electrical Voltage/phase/hertz 208-230/60/3 MCA 48-00 A -* MOP 60.00 A Compressor 1 RLA 16.40 A Compressor 2 RLA 9.20 A Controls Unit Controls Symbio 700 Cooling Section 77‘ 80.00 F Capacity Entering-Wei'bi b 67.00 F Gross Total 94.35 MBh Ambient Temp 95.00 F Gross Latent 21.52 MBh Leaving Coil Dry Bulb 57.41 F Gross Sensible 72.84 MBh Leaving Coil Wet Bulb 56.74 F Net Total 91.26 MBh Leaving Unit Dry Bulb 58.94 F Net Sensible 69.75 MBh Leaving Unit Wet Bulb 57.35 F Net Sensible Heat Ratio 76.00% Saturated Discharge Temperature 116.43 F Fan Motor Heat 3.09 MBh Saturated Suction Temperature 51.30 F Refrig Charge-Circuit 1 9.0 lb Heating Section Heating Stages Medium Gas Heat Output Heating Capacity 121.50 MBh Heating EAT 70.00 F Heating LAT 107.50 F Heating Temp Rise 37.50 F Fmt Section Indoor Fanl B ii ^¢1� i7fv^(�-: ggn sv,a'rai o nl±*i� 'i ii#ooy pan er bIigpcet�l s 111, -:.iat Airflow Application Downflow Airflow 3000 cfm Design ESP 0.800 in H2O Supply Motor Horsepower 3.100 hp Component SP 0.150 in H2O Indoor Motor Operating Power 1.100 hp Heat SP 0.000 in H2O Indoor RPM 1170 rpm Total External SP 0.950 in H2O Indoor Fan FLA 1.00 Number Supply Fan Count 1.00 Number Evap Fan FLA 8.80 A Compressor Section Field Installed Accessories Power exhaust Power exhaust Field Installed Accessories Power exhaust yes ACOUSUcs Sound Path 63Hz 125 Hz 250 Hz 500 Hz 1 kHz 2 kHz 4kHz: 8 kHz Ducted Discharge 77 dB 80 dB 74 dB 67 dB 63 dB 60 dB 59 dB 60 dB Ducted Inlet 74 dB 74 dB 68 dB 59 dB 54 dB 51 dB 51 dB 51 dB Outdoor Noise 84 dB 85 dB 90 dB 91 dB 88 dB 82 dB 79 dB 73 dB Nole:Ducted Discharge and Ducted Inlet Sound in accordance with AHRI 260-2017 Note:Outdoor Sound in accordance with AHRI 270-2015 Equipment Submittal Page 5 of 17 PacTrust PCC 236-RTU September 22,2022 Mechanical Specifications-PREC Item: Al,A2 Qty: 2 Tag(s): RTU-1, RTU-2 General -Packaged rooftop units cooling, heating capacities, and efficiencies are AHRI Certified within scope of AHRI Standard 210-240 for 6 to 25 Tons and ANSIZ21.47 and 10 CFR Part 431 pertaining to Commercial Warm Air Furnaces (all gas heating units). -Convertible airflow. -Symbio controls operating range between 0°F and 125°F in cooling mode standard from the factory. -Factory assembled, internally wired, fully charged with R-410A, and 100 percent run tested to check cooling operation, fan and blower rotation, and control sequence before leaving the factory. -Colored and numbered wiring internal to the unit for simplified identification. -Units cULus listed and labeled, classified in accordance for Central Cooling Air Conditioners. Hail Guards -Provides condenser coil protection. Powered or Unpowered Convenience Outlet -Powered GFCI, 120V/15A, 2 plug, convenience outlet or unpowered GFCI, 120V/20A, 2 plug, convenience outlet. -When convenience outlet is powered, a service receptacle disconnect will be available. -Convenience outlet is powered from the line side of the disconnect or circuit breaker, and therefore will not be affected by the position of the disconnect or circuit breaker. -Available to order when through-the-base electrical with disconnect switch or circuit breaker option is ordered. Casing -Zinc coated, heavy gauge, galvanized steel. -Weather resistant pre-painted metal with galvanized substrate. -Meets ASTM B117, 672 hour salt spray test. -Removable single side maintenance access panels. -Lifting handles in maintenance access panels (can be removed and reinstalled by removing fasteners while providing a water and air tight seal). -Exposed vertical panels and top covers in the indoor air section insulated with a cleanable foil-faced, fire-retardant permanent, odorless glass fiber material. -Base pan shall have no penetrations within the perimeter of the curb other than the raised 1 inch high downflow supply/return openings to provide an added water integrity precaution, if the condensate drain backs up. -Base of the unit insulated with 1/8 inch, foil-faced, closed-cell insulation. -Unit base provisions for forklift and/or crane lifting on three sides of unit. Microchannel Coils -Optimal heat transfer performance due to flat, streamlined tubes with small ports, and metallurgical tube-to-fin bond. -Reduce system refrigerant charge by up to 50% leading to better compressor reliability. -Compact all-aluminum microchannel coils reduce the unit weight. -Recyclable all aluminum coils All aluminium construction minimizes galvanic corrosion. -Strong aluminum brazed structure provides better fin protection. -Flat streamlined tubes more dust resistant and easy to clean. -Coils leak tested at the factory to ensure the pressure integrity. Compressors -All units have direct-drive, hermetic, scroll type compressors with centrifugal type oil pumps. -Suction gas-cooled motor with voltage utilization range of plus or minus 10 percent of unit nameplate voltage. -Internal overloads standard with scroll compressors. -Crankcase heaters are standard on all compressors. -All units have dual compressors. -Three stages of cooling available on 6 to 17.5 tons units and four stages of cooling available on 20 and 25 tons units. Filters -Standard throwaway filters. -Optional 2-inch MERV 8 and MERV 13 filters. Equipment Submittal Page 6 of 17 PacTrust PCC 236-RTU September 22, 2022 Frostat • -Utilized as a safety device. -Opens to prevent freezing temperatures on evaporator coil. -Temperature will need to rise to 50°F before closing. -Utilized in low airflow or high outside air applications (cooling only). Gas Heating Section -The heating section shall have a progressive tubular heat exchanger with corrosion-resistant aluminized steel tubes and burners as standard on all models. -Stainless steel heat exchanger with 409 stainless steel tubes and 439 stainless steel burners shall be optional. -Induced draft combustion blower shall be used to pull the combustion products through the firing tubes. -Heater shall use a direct spark ignition (DSI) system. -On initial call for heat, the combustion blower shall purge the heat exchanger for 20 seconds before ignition. -After three unsuccessful ignition attempts, entire heating system shall be locked out until manually reset at the thermostat/zone sensor. -Units shall be suitable for use with natural gas or propane (field-installed kit). Heat Exchanger -Compact cabinet features a tubular heat exchanger in low, medium and high heat capacities. -Corrosion-resistant aluminized steel tubes and burners are standard on all models. -Induced draft blower to pull the gas mixture through the burner tubes. -Direct spark ignition and a flame sensor as a safety device to validate the flame. Powered Exhaust -Available for 6 to 25 ton units. -Shall provide exhaust of return air, when using an economizer. -Maintain better building pressurization. Through-the-Base Electrical with Circuit Breaker -Thermal magnetic, molded case, HACR circuit breaker with provisions for through-the-base electrical connections. -Circuit breaker installed within unit in water tight enclosure. -Wiring provided from the switch to the unit high voltage terminal block. -Circuit breaker will provide overcurrent protection, sized per NEC and cULus guidelines, and agency recognized by cULus. Through-the-Base Electrical with Disconnect Switch -3-pole, molded case, disconnect switch with provisions for through-the-base electrical connections. -Disconnect switch installed within unit in a water tight enclosure. -Wiring provided from the switch to the unit high voltage terminal block. -Switch cULus agency recognized. Note: Disconnect switch sized per NEC and cULus guidelines but will not be used in place of unit overcurrent protection. Equipment Submittal Page 7 of 17 PacTrust PCC 236 -RTU September 22, 2022 Dimensional Drawings - PREC Item: Al Qty: 1 Tag(s): RTU-1 NOTES: 1.VERIFY WRIGHT CONNECTION,AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION ICONTROL BOX SECTION ACCESS PANEL CONDENSER FAN EVAPORATORS, SECTION ACCESS PANEL kill CONDENSER COIL WITH COIL GUARD liklit II CONDENSATE DRAIN(ALT) F, O ` 3/4"-14NPT DIA HOLE � , \` Ioff 111 16, o% 3/4"NPT GAS CONNECTION UNIT CONTROL WIRE 7/8"D .HOLE SERVICE GAUGE PORT ACCESS 13/8"WA HOLE NIT POWER WIRE COMPRESSOR ACCESS PANEL CONDENSER FAN II I _1 1 IIU 0I 52 7/8" 50 15/l6" O 0. o P1 " 4 1/4"1 27 7/8" - 4 314" 4 7/8" j 7 15/16" - 9' 88 11/16" 3 1/4" BASERAIL LENGTH BASERAIL WIDTH 10 TON STANDARD GAS/ELECTRIC UNIT DIMENSION DRAWING Equipment Submittal Page 8 of 17 PacTrust PCC 236-RTU September 22, 2022 Dimensional Drawings - PREC Item: Al Qty: 1 Tag(s): RTU-1 CONDENSATE DRAIN - 279/18"� 3/4"14 NPT DIA.HOLE 8 r glyii ii-, 4 3116" ri +hi1 i l!'ll11 a .1111:;lei'{II11 1 i SUPPLY RETURN 32 1/8' 33" III I, A..____ .I��I 1`�r0.I MI •13116' L3 7/8" 3 5/8" - 17 1/2' - - 17 1/2" - PLAN VIEW OF DOWNFLOW OPENINGS 27 9/18" , 1 RETURN 32 1/4" 1 = .1. 1.=: JM _____ , 4 5/16" - '5/18" - 4 3/4' - 19 3/1/16" - - 18 3/4- - ""-3 13/18" CONDENSATE DRAIN 3/4'14 NPT DIA HOLE JJ HORIZONTALAIR FLOW OPENING 10 TON STANDARD GAS/ELECTRIC UNIT DIMENSION DRAWING Equipment Submittal Page 9 of 17 PacTrust PCC 236- RTU September 22, 2022 Dimensional Drawings - PREC Item: A2 Qty: 1 Tag(s): RTU-2 NOTES' 1_VERIFY WEIGHT,CONNECTION,AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION CONTROL BOX SECTION ACCESS PANEL 411111111 CONDENSER FAN 4 EVAPORATOR :�:y SECTION ACCESS PANEL --C ' Nat----' I CONDENSER COIL WITH COIL GUARD CONDENSATE DRAIN(ALT) 3/4'-14 NPT DIA HOLE �'1� I�. ..401G 0 3/41NPT GAS CONNECTION UNIT CONTROL WIRE 7/8'DIA.HOLE SERVICE GAUGE PORT ACCESS 1 3/8"DIA.HOLE NIT POWER WIRE COMPRESSOR ACCESS PANEL CONDENSER FAN aormomilior .rilm. dome. , II II �I . :I 52 7/8" 50 15118" O O, 0N a A'_. O 151/4' 111l4" 95/8' II M:M1.1.10 I I I I Iu11111111111. 1!•✓I�iI = =tP t. :MK ME 4 1/4'F 27 7/8' - - 3/4" 4 TB" J 7 15/18" - 9" 88 11/16" 3 1/4" BASERAIL LENGTH BASERAIL WIDTH 7.5 TON STANDARD GAS/ELECTRIC UNIT DIMENSION DRAWING Equipment Submittal Page 10 of 17 PacTrust PCC 236 -RTU September 22, 2022 Dimensional Drawings - PREC Item: A2 Qty: 1 Tag(s): RTU-2 CONDENSATE DRAIN — 279/16' 3/4"14 NPT DIA.HOLE — \ 43/16" C'`zrA:� ...illll o Ills 1A11,ll�11 Ir4� "N �µ"'� � a' J SUPPLY RETURN 32//8" 33' - 9 13/16" —13 716" 3 5/6" 4171/2"� 4-17 PLAN VIEW OF DOWN FLOW OPENINGS • 27 9/16" 0 Q RETURN 321/4" _.I. — wr��Zi�E 4 5/16" - •5/16"- 4 3/4" — 19 3/1/16' — — 16 3/4" — o-3 13/16" CONDENSATE DRAIN 3/4"14 NPT DIA.HOLE HORIZONTALAIR FLOW OPENING 7.5 TON STANDARD GAS/ELECTRIC UNIT DIMENSION DRAWING Equipment Submittal Page 11 of 17 PacTrust PCC 236-RTU September 22, 2022 Weight, Clearance & Rigging - PREC Item: Al Qty: 1 Tag(s): RTU-1 HORIZONTAL FLOW CLEARANCE(1 ") NOTES: DOWNFLOW FLOW CLEARANCE(36") INCLUDE D E ALLLE WEIGHTS ARE CON ACC SSORIE INC W DE SELECTED OPTIONS AND ACCESSORIES" 0 "j1 CLEARANCE 36" r ����I°�ii�NV ��'Nf��i�j ✓ CLEARANCE 36" 777 ¢ ,p r �✓ «r Approx Total Shipping Weight:1,099.0lb CLEARANCE 48" Approx Installed Weight 1,0990lb (A)Comer Weight:N/A (B)Comer WeghL N/A CLEARANCCCCE 72" (C)Corner Weigh(N/A / \ (D)Corner Weght.N/A ' ILJI tee— \ CLEARANCE 36" <-1-1 Fr> CLEARANCE 36" G 0 (n) , �J o LnJ t. " oo !t" la ' LLtla oo '. 10 TON STANDARD GAS/ELECTRIC UNIT WEIGHTS AND CLEARANCES Sr'J FARANCF i6^ Equipment Submittal Page 12 of 17 PacTrust PCC 236 - RTU September 22, 2022 Weight, Clearance & Rigging - PREC Item: A2 Qty: 1 Tag(s): RTU-2 HORIZONTAL FLOW CLEARANCE(1 NOTES(In DOWN FLOW FLOW CLEARANCE(36') APPROXIMATE WEIGHTS ARE AS CONFIGURED"AND INCLUDE ALL SELECTED OPTIONS AND ACCESSORIES". 0 I CLEARANCE 38- r 1,014. , a' E> CLEARANCE 36" ' 1 Approx Total Shipping Weight 1 043 0 lb CLEARANCE 48" Approx Instated Weight:1.043 o lb (A)Corner Weight N/A (B)Corner4Veght:N/A CLEARANCE 72' (C)Corner Weght.N/A / \ (0)Corner Weight:N/A I I 1) II CLEARANCE 38- '— - E>. CLEARANCE 38' O (-1 O © • •C -t 1. ilsl 7.5 TON STANDARD GAS/ELECTRIC UNIT WEIGHTS AND CLEARANCES 513 FAR ANCF 3R' Equipment Submittal Page 13 of 17 PacTrust PCC 236-RTU September 22, 2022 Accessory - PREC Item: Al Qty: 1 Tag(s): RTU-1 CONDENSER FAN �� \�\/ / (S� _ ��� ih SUPPLY RETURN._..... CONDENSER FAN CONDENSER FAN , ECONOMIZER DAMPER _ (gal q ma- ill o tlll-II co 1.111111111111111MIMMI=11111111111 �16 7/8" 7 3!6" 2 1/2'i 1057/1 fi' 811/16' • • • 40 5/16' LENGTH OF UNRAND ECONOMIZER HOOD ECONOMIZER HOOD ECONOMIZER AIR DAMPER(S)(OPTION) 18 TON STANDARD GAS/ELECTR IC UN 1F Equipment Submittal Page 14 of 17 PacTrust PCC 236 -RTU September 22, 2022 Accessory - PREC Item: A2 Qty: 1 Tag(s): RTU-2 CONDENSER FAN t2 II0 \SUPPLY �\ RETURN CONDENSER FAN CONDENSER FAN -\ ECONOMIZER DAMPER '41.1 U D lil ' ilolnu L--------- 10S 7/16 011/16— - - 405/16" - LENGTH OF UNIT AND ECONOMIZER HOOD ECONOMIZER HOOD ECONOMIZER AIR DAM PER(S)(OPTION) 7.5 TON STANDARD GAS/ELECTRIC UNIT Equipment Submittal Page 15 of 17 PacTrust PCC 236 -RTU September 22, 2022 Tag Data -CDI Seismic Curbs (qty 2) (Qty: 1) Item Tag(s) Qty B1 MAT-1-1 1 Product Data -CDI Seismic Curbs (qty 2) Item: B1 Qty: 1 Tag(s): MAT-1-1 Equipment Submittal Page 16 of 17 Crystal Distribution, Inc. 17560 Tyler Street NW Elk River, MN 55330 CUSTOM CURB ADAPTERS Phone: 763.391.7790 Toll Free: 1.888.234.7001 CDI QUOTE #2087959 Date: 08/15/2022 Customer: Chelsea Eastman (TRANE) Job Tag: pcc 236 Purchase Order# CURBS Line Quantity CDI Part # Description Tag A 1 C2-0014-3105 Straight Curb RTU-1 Conforming Assembled, No Pitch, 14 in New Model: YSJ 120 Wood Nailer; Top Brace; Not Insulated; Insulated Condenser Panel (only where required) B 1 C2-0014-3105 Straight Curb RTU-2 Conforming Assembled, No Pitch, 14 in New Model: YSJ090 Wood Nailer; Top Brace; Not Insulated; Insulated Condenser Panel (only where required) Thank you for choosing CDI, Ryan Leffman . . I .__ I RETURI . ,,o00,„,,er,rol.,iisiN.........sis., ! 411.1.111: INSULATED PANEL ., HEM BASE FLANGE OR 1 X 14GA X BASE FLANGE LENGTH-WASHER PLATE TACK WELDED TO TOP OF ALL 4 BASE FLANGES a - 1 4" REF-. _Arls_ 83 7/8" O.D. 49 7/8" O.D. 80 3/8" I.D. h 46 3/8" I.D. l I 1 15 1 24"MAX CURB 1 1/2" HEIGHT FOR STRAIGHT OR PITCHED -84 3/8" (SHIPPING DIM) I F"" 50 3/8"(SHIPPING DIM) 1 t DETAIL A SCALE 1 : 4 II MDRAVJING .,HE INFORMATION CONTAINED I CURB WEIGHT(LBS.)I APPROVALS DATE I TITLE: • STEEL ATTACHMENT CONCRETE ATTACHMENT CURB ASSEMBLY CURB ASSEMBLY 1/2"0 A307 BOLTS OR EQUIVALENT EQUALLY SPACED ON CURB BASE FLANGE 3/8"0 SIMPSON STRONG BOLT 2 EQUALLY SHEATHING ATTACHED TO L5X5X5/16"BELOW DECK AT SPACED ON CURB BASE FLANGE.1 7/8"EFFECTIVE MERE EACH CONNECTION POINT EMBEDMENT OR PER STAMPED CALCULATION OCCURS SPECIAL INSPECTION REQUIRED (ESR REPORT 3037) u METAL DECK --._— r I,I 'CONCRETE SLAB—v— f'C=4000 psi MINIMUM NORMAL WEIGHT CONCRETE 4" AEMBED PER MINIMUM THICKNESS,12MINIMUM EDGE DISTANCE STAMPED 'CONRETEOVER METALDECKSTRUCTURAL STEEL SUPPORT •R OOF CALCULATIONF7 CONNECTION TO STEEL BY OTHERS CONCRETE sL� �% WOOD ATTACHMENT CURB ASSEMBLY 1/4"SDS WOOD SCREWS OR EQUIVALENT EQUALLY SPACED ON CURB BASE FLANGE I. 3 MIN .11111 4 EMBED 111111 Ilk 111% THES REIN IS TG HE ONTHE INFORMATIONN .PRCONTAINEDARYAPPROVALS DATE 8 THEREIN IS THE E PROPRIETARY ucvuu. TICUel CURB INFORMATION OF CRYSTAL DISTRIBUTION INC„ AAAA SPICker 10/17/2018 BTHO TTHE OR REPRODUCED — CURB-ATTACHMENTS WITHOUT THESEAPPROVAL OF CRYSTAL tlSTRIBVTION,INC ALL RIGHTS RESERVED DIMENSIONS ARE AS FOLLON5:tAJ in I'LSAO mml illIMMI ��_�± Contact us/8 CURB WEIEImv/Lhexl «o. rx= ati .'CD'www.otlicurbs.mm Ris' 2,1... . 0! wO 1dt8434-iD01 125 I aff.. 1 w 1 r VAK Construction Engineering Services, LLC V A� \ 8285 SW Nimbus Avenue,Suite 104 Beaverton,Oregon 97008 503.718.5999 tel 503.718.5980 fax .� sgardner a vakenaIneering.com M E M O TO: Elizabeth Saunders, CDI Curbs Job# 21-OO1AT FROM: Sam Gardner P.E., VAK Engineering PROJECT: 3105 Stock Curb DATE: 3/23/2021 RE: C2-0KOXX/00XX-3105 Straight& Knockdown Curb Design As requested we have reviewed the stock straight and knockdown curb for the 3105 unit and the attachments to support seismic and wind design loads. Operating weights of the unit ranged between 4811b and 10581b. The roof itself and the weight of ductwork were not included in this analysis. Ap =2.5 Building Height: 60'0" Building Category: IV Rr=2.0 Site Soil Class: D Exposure: C Ie = 1.5 Sns: 1.33g Basic Wind Speed: 185mph Based on the wind and seismic analyses we determined the governing load conditions for vertical loading and shear. Here are our findings from the analysis of the curb supporting the rooftop unit. Reactions Summary Long Side(x) Short Side(y) Per Side of Curb (lb.) (lb.) Unit to Curb Connection Maximum Tension 1980 1311 Maximum Compression 1098 883 Maximum Shear 1208 2011 Curb to Surface Connection Maximum Tension 3440 1757 Maximum Compression 1980 1360 Maximum Shear 1826 3082 Therefore, based on the design criteria provided, we have applied both wind and seismic reactions to the unit and curb to determine the fastening requirements. During our analysis, we determined that: • (8) `/ #14 TEK screws will be required per each long side of the curb through the unit boxed rail to the unit with(4)per short side for a total of(24) screws. We checked the adequacy of the connection of the curbs to the structure, and the curb itself. The flange at the top and bottom of the curb were checked in bending and the corners of the curb were assumed to carry the compression in the curb wall and were analyzed as 2.0x2.0 angles with the same thickness as the curb wall. The bottom flange shall have either a hemmed flange or use a plate washer tack welded to the flange. Filename:21 00IBV 3105 LTRO1 03 25 2021 Page 1 of ['AK MEMO 3/23/2021 Connection of the curb to the roof requires fasteners on both sides of the curb. Without knowing which fasteners to be used, 0.5" 0 A307 bolts into steel, '/4" SDS Wood Screws into wood, and 3/8" Simpson Strong Bolts with 1.875" effective embedment into concrete were checked. From our analysis, we recommend one of the following: • (8) 0.5" 0 A307 Bolts per long side of the curb with (4)per short side for a total of(24)bolts. • (8) 1/4" SDS Wood Screws with 3.5"embedment per long side of the curb with (4)per short side for a total of(24) screws. • (12) 3/8" Simpson Strong Bolts with 1.875"of effective embedment per long side of curb for a total of(24) concrete anchors. If concrete is used, at least 4"of depth is necessary. For each fastener, install per manufacturer specifications and located 5/8" away from the curb wall. Anchors shall be placed such that there is a fastener on the long edge at least 6" from the short end of the curb. Please feel free to contact us should anything further be required or if questions arise. Best Regards, Sam Gardner, P.E. 03/24/2021 03/24/2021 03/24/2021 p_so MESoiRI �(%\., , PR Oft ' lt,MES lu4t'11—w \ yC;P 1'y? `y G 1 `V B�c+p/a'y „�,`�D1 WAS H, v�i Z o y 2,SBS r `+T 4 f •' 0tilibl ti��irk 44/N J. HEM v~ '�rowa." 17Id1y LEXPIRES: to/S0o2,/ Il 1.5 /49Z 03/24/2021 5/7/21 5/7/21 �` wtemill � ``itl�nr : \\\ \ 3AMESH�• �liAJE/s V i •qf �l NA. Vim. , .. 845 l )off �,.ckS• ar. °; G \\ '.°.�*..!,CENS *4'C`.:. / /f2/ z"il/ ✓Z`�3 . .• 4/30/22 Filename: 21 001 BV 3105 LTRO1 03 25 2021 Page 2 of I .'"" I RETURI INSULATED PANEL , HEM BASE FLANGE OR 1 X 14GA X BASE FLANGE LENGTH-WASHER PLATE TACK WELDED TO TOP OF ALL 4 BASE FLANGES a 4" REF--• i 1 _ 83 7/8"O.D. r 49 7/8"O.D. 80 3/8" I.D. 46 3/8" I.D. I I I L J 24" MAX CURB III 1 1/2" HEIGHT FOR STRAIGHT OR PITCHED -84 3/8" (SHIPPING DIM) 50 3/8" (SHIPPING DIM) ] } DETAIL A SCALE 1 :4 II THISSDRAWING&THE INFORMATION CONTAINED I CURB WEIGHT(LBS.)I APPROVALS I DATE I TITLE STEEL ATTACHMENT n CONCRETE ATTACHMENT CURB ASSEMBLY CURB ASSEMBLY 1/2"0 A307 BOLTS OR EQUIVALENT EQUALLY SPACED ON CURB BASE FLANGE 3/8"0 SIMPSON STRONG BOLT 2 EQUALLY SHEATHING ATTACHED TO L5X5X5/16"BELOW DECK AT SPACED ON CURB BASE FLANGE,1 7/8"EFFECTIVE EACH CONNECTION POINT WHERE EMBEDMENT OR PER STAMPED CALCULATION OCCURS SPECIAL INSPECTION REQUIRED '., (ESR REPORT 3037) • • • n METAL DECK --.-- II IIr i _ 'CONCRETE SLAB: f'c=4000 psi MINIMUM NORMAL WEIGHT CONCRETE 4" MINIMUM THICKNESS,12"MINIMUM EDGE DISTANCE EMBED PER STAMPED •CONCRETE OVER METAL DECK: STRUCTURAL STEEL SUPPORT *ROOF /17#1111111rAdA#Ipr CALCULATION USE EETLEAOTACHMEAL CONNECTION TO STEEL BY OTHERS 1.__ COS1R6 TEAA WOOD ATTACHMENT n CURB ASSEMBLY •• 1/4"SOS WOOD SCREWS OR EQUIVALENT EQUALLY SPACED ON CURB BASE FLANGE • 3 1/2"MIN 10,1 EMBED 1111111,1111111111 THIS DRAWING 8 THE INFORMATION CONTAINED APPROVALS b. THEREIN IS THE CONFIDENTIAL,PROPRIETARYINFORM +r S itkdr DATE rnLUNIawIF. VATHOUATHE OF CRYSTALOF CRYSTAL NINCB °mgN P 1a172018 CURB-ATTACHMENTS 8 MAY NOT BE USED OR REPRODUCED •ALL RIGHTS THE APPROVAL OF CRYSTAL DISTRIBUTION,INC. ALL RIGHTS RESERVED DIMENSIONS ARE AS FOLLOWS:IRO m[[6pY mm] ' tilMO �#5 APPRObMAIE Contact us @ CURS WEIGHT ILLS.) sv " ,i_�+ cmwww.Gtlicurbs.com "1 -#wi 1 L..I"__.•.,••..•.,.... 14188.284.7001 xue 1:25 rcr. 1 OF 1 • (-------` l<1. VAK Construction eEngineering Services, LLC \` ,� 8285 SW Nimbus Avenu ,Suite 104 v Beaverton,Oregon 97008 503.718.5999 tel 503.718.5980 fax 4 sgardner@vakenaineerinq.com M E M TO: Elizabeth Saunders, CDI Curbs Job # 21-001AT FROM: Sam Gardner P.E., VAK Engineering PROJECT: 3105 Stock Curb DATE: 3/23/2021 RE: C2-0K0XX/00XX-3105 Straight & Knockdown Curb Design As requested we have reviewed the stock straight and knockdown curb for the 3105 unit and the attachments to support seismic and wind design loads. Operating weights of the unit ranged between 4811b and 10581b. The roof itself and the weight of ductwork were not included in this analysis. AP=2.5 Building Height: 60'0" Building Category: IV RP=2.0 Site Soil Class: D Exposure: C Ie = 1.5 Sips: 1.33g Basic Wind Speed: 185mph Based on the wind and seismic analyses we determined the governing load conditions for vertical loading and shear. Here are our findings from the analysis of the curb supporting the rooftop unit. Reactions Summary Long Side(x) Short Side(y) Per Side of Curb (lb.) (lb.) Unit to Curb Connection Maximum Tension 1980 1311 Maximum Compression 1098 883 Maximum Shear 1208 2011 Curb to Surface Connection Maximum Tension 3440 1757 Maximum Compression 1980 1360 Maximum Shear 1826 3082 Therefore, based on the design criteria provided, we have applied both wind and seismic reactions to the unit and curb to determine the fastening requirements. During our analysis, we determined that: • (8) '/4#14 TEK screws will be required per each long side of the curb through the unit boxed rail to the unit with(4)per short side for a total of(24) screws. We checked the adequacy of the connection of the curbs to the structure, and the curb itself. The flange at the top and bottom of the curb were checked in bending and the corners of the curb were assumed to carry the compression in the curb wall and were analyzed as 2.0x2.0 angles with the same thickness as the curb wall. The bottom flange shall have either a hemmed flange or use a plate washer tack welded to the flange. Filename: 21 00IBV 3105 LTRO1 03 25 2021 Page 1 of . VAK MEMO 3/23/2021 Connection of the curb to the roof requires fasteners on both sides of the curb. Without knowing which fasteners to be used, 0.5" 0 A307 bolts into steel, '/4" SDS Wood Screws into wood, and 3/8" Simpson Strong Bolts with 1.875" effective embedment into concrete were checked. From our analysis, we recommend one of the following: • (8) 0.5" 0 A307 Bolts per long side of the curb with(4)per short side for a total of(24)bolts. • (8) 1/4" SDS Wood Screws with 3.5" embedment per long side of the curb with (4)per short side for a total of(24) screws. • (12) 3/8" Simpson Strong Bolts with 1.875" of effective embedment per long side of curb for a total of(24) concrete anchors. If concrete is used, at least 4" of depth is necessary. For each fastener, install per manufacturer specifications and located 5/8" away from the curb wall. Anchors shall be placed such that there is a fastener on the long edge at least 6" from the short end of the curb. Please feel free to contact us should anything further be required or if questions arise. Best Regards, Sam Gardner, P.E. 03/24/2021 03/24/2021 03/24/2021 �4-4 H oFy� w ,p®� ���oF wnsy�,y0. 1 t3 ' o Z 2,SSb r• `+ pF O cam •313 , ' m / Z/ z oN.,„, 0, 13, sa ,t§) *, •''' Z« ' MIN J. HEM A.gyp, Idly I EXPIRES: (s�,iito�l 1 /1 ‘-6--101.� 03/24/2021 5/7/21 5/7/21 tK1C rdcij,iz 4\ `� ��J1 E$H���j *st k n 19 (r'` ... .s-• IS cliti:te:r8452 . • del, ' 1, (3.,34..1 y •74:0,.. . 114;z. 74cEssiotx '' 1;4:A9Lalitl,;$` . -in '. f / 47/za12�.3 4/30/22 Filename:21 00113V 3105 LTROI 03 25 2021 Page 2 of CUSTOM CURB ADAPTERS CDI CALCULATION REQUIREMENTS CDI CALCULATION REQUIREMENTS REQUIRED ITEMS: If ALL of the below items are not able to be provided, please provide the Contract Documents, Structural Notes, Design Criteria or Design Loads and specifications section for the building or structure. Project Address: city state zip Mean Roof Height/Attachment Height(list both if different): Items listed in SEISMIC SPECIFICATIONS: SDS or SMS= Items listed in WIND SPECIFICATIONS: Wind Speed = Is this structure a: (check one) HOSPITAL rI SCHOOL OTHER ESSENTIAL FACILITY NON-ESSENTIAL FACILITY ROOF ATTACHMENT TYPE: (check one,assuming typical connections conforming to CDI standard connections) Concrete Steel Wood Adapter Curb 1-1 If NON-STANDARD Specify: OTHER ITEMS (not required, if not provided items will be assumed by designer): DESIGN CODE to be referenced:(check one) IBC- ASCE- STATE Items listed in SEISMIC SPECIFICATIONS: Ip (Importance Factor) _ Rp (Response Modification Factor) = Ap(Amplification Factor) _ Items listed in WIND SPECIFICATIONS: Exposure Category = Risk Category = CDI Custom Curb Adapters — 1-888-234-7001 — www.cdicurbs.com PacTrust PCC 236-RTU September 22, 2022 Field Installed Options - Part/Order Number Summary This is a report to help you locate field installed options that arrive at the jobsite. This report provides part or order numbers for each field installed option, and references it to a specific product tag. It is NOT intended as a bill of material for the job. Product Family - PREC Item Tag(s) Qty Description Model Number Al RTU-1 1 6-25 Ton PKGD Precedent Unitary YSJ120A3S0M"C000A1 A0 Rooftop 00A0000000000000000 A2 RTU-2 1 6-25 Ton PKGD Precedent Unitary YSJ090A3SOM"*C000A1A0 Rooftop 00A0000000000000000 Field Installed Option Description Part/Ordering Number Power exhaust FIAPWRX302A Equipment Submittal Page 17 of 17