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HomeMy WebLinkAboutBuilding Permit #754 - 168 GRAY STREET 6/5/2006t MORT#q 1 F 9 •� one O•`49 ,SSACMUSt� TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: � / Date Received: Date Issued: /dl),& IMPORTANT: Applicant must complete all items on this page 9 LOCATION tdt�t 6,,PP,V- I�T �6$ ��� • Prinra, PROPERTY OWNER L�i dP/� ��� :/,JC -- Print MAP NiO.: M 9 TO PARCEL: IG ZONING DISTRICT: / o� TV -PF ANiI INV nTi RITIVDINf AiSTnRIC DISTRWT VES fl C TYPE OF IMPROVEMENT PROPOSED USE - Residential Non- Residential ONew Building ❑ Addition ❑ Alteration XOne family ❑ Two or more family No. of units: ❑ Industrial ❑ Repair, replacement ❑ Demolition ❑ Assessory Bldg ❑ Commercial ❑ Moving (relocation) ❑ Other ❑ Others: ❑ Foundation only DESCRIPTION OF WORK TO BE PREFORMED OWNER: Name: Address: Identification Please Type or Print Clearly) - --t A -Ir - Phnne-78/"J 16 - 6 CONTRACTOR Name: t �L�IA � T &) < Phone 6-11 - 8 39 -C�30 Address:' -,Jo 2 �,-A W-4 i Supervisor's Construction License: (5 6 (0:8 3 q Exp. Date:_ D '% Home Improvement License: /'3 %��6 ;�L Exp. Date: 6 — 47 C) r) ARCHITECT/ENGINEER n oA1, ame: Phone: 66S-817-9694- I Mo S �' je. Address: Z ZL-1— �u�l tuo % k ii t sed. Reg. No. FEE SCHEDULE. BULDLVG PERMIT. $10.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost :$ (heck No:: v Receipt No.: �S'S Page Iof4 / � f6� Location No. / Date NaR,� TOWN OF NORTH ANDOVER O� R f - r Certificate of Occupancy $ s�cwus Building/Frame Permit Fee $ 0' ' Foundation Permit Fee $ b b Other Permit Fee $ TOTAL $ Check # (9.1 / 1?19 /Gy Building Inspector TYPE OF SEW'ARGE DISPOSAL Tanning/Massage/Body Art 1 Swimming Pools U Public Sewer ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales C Private Permanent Dempster on Site 1 (septic tank, etc. Electric Meter location to project NOTE: Persons contracting with u giste d contractors do not have access to the guaranty Yind Signature of Agent/Owner Signature of Contractor Plans Submitted P)/ns Waived ❑ Certified Plot Plan 42— amped Plans THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED -PLANNING-& DEVELOPMENT - ---- - -❑ - - - - - ❑ COMMENTS CONSERVATI HEALTH COM EN S Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes ❑ Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other DATE REJECTED DATE APPROVED ❑ 2-5 Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer connection signature & date Temp Dumpster on site yesx-no_ Fire Department signature/date S"-0 Building Permit Approved and Issued by: Page 2 of 4 Building Setback (ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided 30 . ds . �e�` 39 8a, So2 4 - DIMENSION DIMENSION Number of Stories: El Total land area, sq. ft.: % ( , t q Total square feet of floor area, based on Exterior dimensions. '3 08 U NOTES and DATA — (For department use) Page 3 of 4 Doc: INSPECrIONAL SERVICES DEPARTMEN'r:13PFORM05 Created JMC. Jan._04 6 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ -Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) Building Permit Application tf" Certified Proposed Plot Plan w -Photo of H.I.C. And C.S.L. Licenses w'Workers Comp Affidavit `Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ©/Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that'the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. 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L- L ID M�- U O = �� g- U� M N C3 1 •• D O 41 - it 4" lO 8'-i VS' n m (92 5/8' stud) 7 V4' I ca CL o , (92 5/8 stud) 141011 step footing I r ' 3'6" 0 J a Ig LL �O.m�Q� G O r e-+- �- N lb ti v- X >i Q O k 0 0 Q 3 O o� 3� o n _ d 0.at a a 0 � C1 0 IX ul T'—F; 0 O it p Q U3 Int_ 67 0 pcp n to 0 n � ,a a' O 41 - it 4" lO 8'-i VS' n m (92 5/8' stud) 7 V4' I ca CL o , (92 5/8 stud) 141011 step footing I r ' 3'6" 0 N m cn ' ' oczrn O s •- m = `D" to tDCCO SIAS�Q Q OiF CQ h I u J a N m cn ' ' oczrn O s •- m = `D" to tDCCO SIAS�Q Q OiF CQ h I u a ' • y ii3E99 a L�QQc�� �3�soQ Qop�� �aa�o�oflo�o Boyo 1c,7 (Z Professional Land Surveyors ft Civil Engineers ESSEX SURVEY SERVICE. 1958- 1986 q OSBORN PALMER 1911 - 1970 BRADFORD & WEED 1885 - 1972 52�' L4 3q ZONE: CZ LOT AREA:4J?6,o6�f-LOT FRONTAGE: FRONT YARD: �Q - SIDE YARD: i-� REAR yARD: o�< SCALE: DATE: &W 0 Zoic REFERENCE: BK PG oz 14712 104 LOWELL STREET PEABODY, MASS. 01960 (978) 531-8121 FAX• 1Q7R) FiRi-.rig7n I hereby certify to the /t"/19,glajm Building Inspector that the pro- posed construction shown conforms to the�2o ional .9.fil.�G GL—n ,..�rMassa:'8�w.a R. CHRISTOPHER R. MELLO „No. 31317 IV, y m m m m cn �M c Cos C � :y ce CM) CD � O O Z y O. O C2� � ? O n� y o p CD fl.� o n•F Q CD CD O CCD mw C CD y� dv y S. O CO CD I � v CO) O ^rl 'Jd z CD K7 O '31 CSD O 107, n. � C CD O • cn VJ n 0 Cn I �i C y 0 0 0 = FL, m y 0 ti 21 C.J co m Z • . =r=y � CL CL o CD �O m H C y N o �� > > m m 0 0 Zy oM. n� C y R.m n CL �_ CD m N : CD n� C_ Q• � V H d a G c• W o a, 1r�^� N co'� VJ _ � N CosH MCD � CO) O� FV cc 0 Q` • • .�. 1 �o �.: �co= C/)CDa� � H O go � CD ca o •v CL _ nom; H o • rt � 1 C o : 0 . (n Cna1 ^rl 'Jd �7 K7 7d '31 n91 107, n. � tv M q G C O W M v )mi 0 c MILLER ENGINEERING & TESTING, INC. GEOTECHNICAL / SOIL BORINGS / ENVIRONMENTAL / SOILS / CONCRETE / MASONRY / STEEL / ROOFING / ASPHALT INSPECTION Mail all correspondence to: 100 SHEFFIELD RD. • P.O. BOX 4776 • MANCHESTER, NEW HAMPSHIRE 03108-4776 • TELEPHONE (603) 668-6016 • FAX (603) 668-8641 April 25, 2006 Mr. Joe Currier LITCHFIELD COMPANY, INC. 26 Ray Avenue Burlington, MA 01803 RE: Geotechnical Assessment Lot No. 14 (Gray Street) North Andover, Massachusetts Project No. 06.104.NH Dear Mr. Currier: Per your request, on April 20 and 21, 2006, a Geotechnical Engineer from Miller Engineering & Testing, Inc. performed a geotechnical inspection of the subgrade conditions for a proposed single-family residence on Lot Number 14 on Gray Street in North Andover, Massachusetts. The purpose of the assessment was to visually verify that the subgrade was suitable for supporting the proposed structure and backfills. This letter is a report of our findings. Site Observations Upon arrival at the site on April 20, 2006, it was observed that the building footprint had been excavated to depths approximately 2 feet below the surrounding, existing grades. The exposed portions of the excavation sidewalls and floor indicated the following soil conditions: • Approximately 2 feet of fill materials from an off-site source, which consisted of grayish brown, silty, fine to medium sand with some gravel and occasional cobbles, boulders - and pieces of wood and refuse. • Approximately 6 to 12 inches of yellow-brown, silty, fine sand subsoil. CORPORATE OFFICE. 100 SHEFFIELD RD. • P.O. BOX 4776 • MANCHESTER, NH 03108-4776 • TEL. (603) 668-6016 • FAX (603) 668-8641 130 EAST MAIN ST. • P.O. BOX 11 • NORTHBOROUGH, MASSACHUSETTS 01532 • TEL. (50B) 393-2607 • FAX (508) 393-8490 474 DORCHESTER AVENUE • BOSTON, MASSACHUSETTS 02127 • TEL. (617)x269-8829 • FAX (617) 269-6837 The undersigned recommended that the contractor excavate to a depth of approximately 4 feet below the existing grades in order to observe and document the soil conditions below the subsoil layer. The following additional soil conditions were observed below the subsoil: • At least 2 feet of brown, silty sand and gravel with cobbles and boulders up to 24 inches in longest dimension (a sandy glacial till deposit). • The surface of the bedrock was not exposed within the building footprint. e Groundwater was not observed in the excavation. Based on the observations made, we recommended that the contractor excavate the fill materials and subsoils from below the building footprint and zone of influence of the proposed foundation to expose the naturally occurring glacial till soils. Upon arrival at the site on April 21, 2006, the undersigned observed that the recommendations of the previous day had been implemented, and the building footprint and zone of influence had been excavated to total depths (below the existing grades) of 3 to 4 feet to expose the glacial till soils. Geotechnical Assessment Based on the results of our observations, the naturally occurring, glacial till soils exposed at the base of the excavation of Lot 14 are considered suitable for providing support for the proposed building foundation and backfills. Recommendations The following recommendations are provided to assist in the preparation of the subgrade and backfilling procedures below the proposed foundation: Prior to backfill and/or foundation construction, the excavation base should be proofrolled in order to densify any naturally occurring loose zones or those that develop during excavation. Proofrolling should consist of a minimum of four (4) passes of a 10 -ton vibratory roller or equivalent effort. Should unstable areas develop during the proofrolling 2 process due to excessive moisture, vibratory proofrolling efforts should be halted and static methods should be employed. 2. In the event that localized wet areas are encountered in the subgrade, which may create unstable conditions, the unstable areas should be over -excavated a. minimum of 12 inches and should be replaced with 3/4 -inch crushed stone completely wrapped in filter fabric consisting of Miraf. 140N, or equal. The crushed stone and fabric should be keyed into the subgrade using the effort of four (4) passes of a 700 -pound vibratory plate compactor. 3. Following excavation, proofrolling, and subgrade stabilization (if required), backfill material below the proposed footings and slab -on -grade should consist of Select Granular Fill, or approved equal, to the bottom of proposed footing elevations and to within twelve (12) inches of the bottom of slab -on -grade elevation. The Select Granular Fill material used should meet the Gradation Specifications in Table 1. This material should be placed in 12 -inch maximum loose lifts and be compacted to a minimum of 95 percent of the material's maximum dry density as determined by ASTM Method D-1557. 4. All exterior footings should be placed a minimum of four (4) feet below final exterior grade elevations to provide adequate frost protection. Backfill material on the outside of exterior foundation elements should consist of Clean Granular Fill material conforming to the gradation specifications in Table 1, or an approved equivalent. This material should be placed in 12 -inch maximum loose lifts and be compacted to a minimum of 95 percent of the material's maximum dry density as determined by ASTM Method D-1557. Due to the relatively impermeable nature of the glacial till deposit, it is recommended that adequate subsurface and surface drainage systems be installed around the foundation and basement elements. Drainage measures should consist of perimeter foundation drains, constructed at the base of footings, which daylight to appropriate collection areas. Perimeter footing drains could consist of 4 -inch diameter perforated plastic pipe encased in a 12 -inch by 12 -inch layer of 3/4 -inch crushed stone completely wrapped in a geotechnical separator fabric (Mirafi 140N or approved equal). 5. The final twelve (12) inches of fill material beneath the proposed slab -on -grade should consist of Base Course Fill conforming to the Gradation Specification in Table 1, or an approved equal. This material should be placed in one lift and should be compacted to a minimum of 95 percent of the material's maximum dry density as determined by ASTM Method D-1557. Thank you for this opportunity to be of service to this project. Please call us if you have questions or require additional information. Respectfully, ENGZ G & TESTING, INC. 2 Kenneth W. Milender Staff Geotechnical Engineer KWM/FKM: parr Attachment 9 Frank K. Miller, P. E. Executive Vice President TABLE 1 5. GRADATION SPECIFICATIONS PERCENTAGE PASSING BY WEIGHT CLEAN SELECT BASE SIEVE GRANULAR COURSE GRANULAR SIZE FILL FILL FILL 1.811 100 100 100 3" 70 - 100 100 70 - 100 ''/z" 40 - 90 40 - 80 40 - 100 No. 4 25 - 80 30 - 70 25 - 100 No. 10 15 - 70 20 - 60 15 - 95 No. 40 5-40 10-30 10-70 No. 200 0 - 12 3- 10 0- 15 5. 04/24/2006 MON 12:05 FAX 17812709406 Litchfield Company 444 NO. ANDOVER TRAILER 013/013 r.vvu l aGV& Uat nur I w -0 MUR UUU6/99/yu -' The Commontvealbfr of Messachmetts „ .:..., Department of Industrial Aceldents Office of InvesUgadons . Boston, Mass.. 02119 Worftrs' Gompensetivn ln&ffwwe AMVhvff Please Print lama work myself. am a sale prqxidor and have no one workhV In arty cepwity I- --==-- - -- - - -- -- - --- -- -- - --- - -- --- --- Now I am an amplwwprovldi�A works` o xnpeneadm for ny employees wt Mng on-tMe,job. A . r / ;; f RatU�e t0 saallf8 Govalg0 as rogt*W uiWw 86dion Mar MOL 152 ca brad to ft hopastlim dCgn" Psi OM OFAIM UP to 4nebuU M WW*r waysals' It1lptldOtNtl94i�R�6 As.le' i�� b 1�m1�11,y"i 5� �7�-kali j► �p4 r tntdeYstehd that a copy of this �F�t7rM&" palrw sad t aww /s bae acrd QMvd -. A Plitt nw e C�-(o��j ovidd U" 0* --- do mot write In this area to bd—,d*pieW.by city ortown MON' City or rrnm � O p+ir7ding CIS ranmmdh* topoKse i8 r"uamd p t kerrft Board p 3efechrm, Off ke contact psnson: phare p faith rC7epartm8nt . D Other £d Wdt :BO 9002 bZ •ad8 2000SL6846I: 'ON XU4 WOaj u5i1'1i2 U5 TUE 16:40 FAX 17812709406 Litchfield Company,-�4-> NO. ANDOVER TRAILER R001/001 i _..._.. .. _...... ............ ._._...._ ..._..._......__.. � � �/fQ C/a%i?07i1%%?AAiCGAXI7 4�Ll�.QO�C/L�tM9LLa �,' BOAARb OF 0,WLi 1140 �I;1 C�ti.LAl'i0:A1S R jcense: CONSTRUCTION SUWI IAVISOR Nurnbelrs 066639 Blrt3iif0d[�919�Q6 f%p 7 I psi 5 Tr. no: 6738.0 J�3SPW •P CU}ER ? � 1 CI�1U1►FQRD Rb "'� ; j BURLINC��tQN, IAA di$q'' tiriilitl:Ifrat i Board u4 Building Ro'lihlliuus and Standards HOMES OVEMENTCONTRACTOR r 4 1� e Rer 9302 '200 lvitlu27 JOSEPH P CUR JOSEPH CURRE 1 CRAWFORD R: ',R • ..'J0` I SURLILNGTON, a,.A r, ; 8 3 r 1 d minlstrato 04/24/2006 MON 12:01 FAX 17812709406 LlV-bfield Company 4->4 NO. ANDOVER TRAILER 1d002/013 Mcheck Compliance Certificate 2000 IKC REScheck SoSware Version 3.6 Release 2 Data filename: Untitled rck Permit Number Checked By/Date . ___PROJECT T-IT'LE:-L.,23.8-/-1-81-15.----------------------------------...___......__.._.__...----------------------------...-----_--_._.. _.------ CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.18 DATE: 04/24/06 DATE OF PLANS: 04/24/2006 i PROJECT DESCRIPTION: Bayberry I DESIGNEWCONTRACTOR: Litchfield Company, Inc 26 Ray Ave Burlington, MA 01803 COMPLIANCE: Passes Maximum UA = 488 Your Home UA = 426 12.7% Better Than Code (UA) Furnace 1: Forced Hot Air, 92 AFUE Gross Glazing Area or Cavity Cont, or Door Perimeter R:V_aJue R Value U FactorUA Ceiling 1: Flat Ceiling or Scissor Truss 1518 30.0 0.0 53 Wall 1: Wood Frame, 16" o.c. 2459 19.0 0.0 119 Window 1: Vinyl Frame:Double Pane with Low -E 33 0.340 11 Window 2: Vinyl Frame:Double Pane with Low -E 25 0.340 9 Window 3: Vinyl Frame:Double Pane with Low -E 348 0.370 129 Window 4: Vinyl Frame:Double Pane with Low E 40 0.400 16 Door 1: Solid 20 0.350 7 Door 2: Solid 17 0.540 9 Floor 1: All -Wood Joist/Tmss:Over Unconditioned Space 1144 19.0 0.0 54 Floor 2: Ail -Wood Joist/Tmss:Over Outside Air 566 30.0 0.0 19 Furnace 1: Forced Hot Air, 92 AFUE 04/24/2006 MON 12:01 FAX 17812709406 Li, hfield Company 444 NO. ANDOVER TRAILER 003/013 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 20001ECC requiremefts in RESchecion 3.6 Release 2 (ftnerly MECcheck) and to comply with the mandatory requirements list n the RES ecvspection Checklist. Builder/Designer 114", L'e�_ Date — 7-06 04/24/2006 MON 12:02 FAX 17812709406 Lixchfield Company 4-).4 NO. ANDOVER TRAILER Q004/013 }a REScheck Inspection Checklist 2000 IECC REScheck Sofware Version 3.6 Release 2 DATE: 04/24/06 PROJECT TITLE: L-238 /18115 Bldg. Dept. Use j Ceilings: [ j j 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation j Comments: f j Above -Grade Walls: [ ] ( 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: �j j Windows: [ J j 1. Window l: Vinyl Frame:Double Pane with Low -E, U -factor. 0.340 For windows without labeled U -factors, describe features: j # Panes Frame Type Thermal Break? [ j Yes [ ] No Comments: [ J j 2. Window 2: Vinyl Frame:Double Pane with Low E, U -factor. 0.340 For windows without labeled U -factors, describe features: j # Panes Frame Type Thermal Break? [ J Yes [ ] No Comments: [ ] 3, Window 3: Vinyl Frame:Double Pane with Low -E, U factor. 0.370 j For windows without labeled U -factors, describe katures: # Panes Frame Type Thermal Break? [ J Yes [ j No Comments: [ ] ( 4. Window 4: Vinyl Frame:Double Pane with Low -E, U -factor. 0.400 For windows without labeled U -factors, describe Eatures: j # Panes Frame Type Thermal Break? [ J Yes [ j No Comments: Doors: [ ] { 1. Door 1: Solid, U -factor. 0.350 j Comments: [ ] 2. Door 2: Solid, U factor. 0.540 Comments: j Floors: [ ] L. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: [ J 2. FIoor 2: All -Wood Joist/Truss:Over Outside Air, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: 04/24/2006 MON 12:02 FAX 17812709406 Litchfield Company 444 NO. ANDOVER TRAILER 1ij005/013 1. Fumace 1: Forced Hot Air, 92 AFUE or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm -in -winter side ofall non -vented framed ceilings, walls, and Boors. Materials Identification: Materials and equipment must be installed in accordance with the manufaacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values, glazing U -factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must berated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut offthe heating and/or cooling input to each zone or Boor shall be provided. Service Water Beating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ofa circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 `F or chilled fluids below 55 T must be insulated to the levels in Table 2. 04/24/2006 MON 12:03 FAX 17812709406 Lit0f. ield Company 444 NO. ANDOVER TRAILER 1A006/013 • r Table 1: Minimum Insulation Thickness for Circulating Hot Writer Pipes. Insulation Thickness in Inches -by Pipe, Sim Heated Water Non -Circulating Runouts Circulating Mains and Runouts T =erature ( Fl lb to " Up to 1.25„ 1.5" to -2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping S stem Types Ranze (Fl( Fl 2" Runouts V and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure(Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (tor ked water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only)