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Application- Permit
No. 7513 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address5 I/ �(,�jj 8- � E AT 1 C'v b'/ & ?3 Nature of Work Building Permit Contractor bjett.:(440.4.-e Cet/LTALt-ef--35z__, Amount of Perngiit$ 60ev6 , I g Date 7/7t&.c4 a 8, a 6.e4::707(701, 76 6096-'7i Clerk 66 _ej, INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 0.11 BUILDING PERMIT GARFIELD COUNTY, COLORADO �Date Issue OOP Zoned Area Permit Noi. 7���.1�w� AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector an IMMDIATELY BECO`-E NULL AND V 1 ID. Use 5 I '� to e. tll t (L) t i ! 4 • A 1 Address al Descriptio Owner 1 RK, Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. THIS PERMIT IS NOT TRANSFERABLE Phoneme 109 8th Street County Courthouse Glenwood Springs, Colorado. APPRQVED.DO NOT DESTROY THIS CARD Date By F PLAC D OUTSID - COVER WITH CLEAR PLASTIC 1 INSPECTION REC 11: 1 Footing 6f441164. -s645 13'-'7-7-1) I" Foundation G —g_eye, , n Underground Plumbing ' _ ,.jfin Insulation ..15-ol W3 Rough Plumbing ‘,_ 2 - /111=111 Drywall to -4.8i A.g, 4. Chimney & Vent _ MEI Gas Piping ,..; , MIIIMENI Electric Final (by State Inspector) Vo =ti%ld Final 6'EMMIIIIIIIIIMIIII Electric Rough (By State spector)91C'rea Septic ' nal r: Framing —?o.o( • , 1" (To include Roof in place an indows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED WHETHER INTERIOR OR EXTERIOR, AND APPROVED BEFORE COVERING - UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phoneme 109 8th Street County Courthouse Glenwood Springs, Colorado. APPRQVED.DO NOT DESTROY THIS CARD Date By F PLAC D OUTSID - COVER WITH CLEAR PLASTIC 1 • • GARFIELD COUNTY BUILDING PERMIT APPLICATION TELEPHONE (970) 945-8212 GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO INSPECTION LINE: (970) 945-9159 PERMIT NO. r15I3 PARCEL/SCHEDULE NO. JOB ADDRESS: 1 ..- -. ..� ..-- Baa ._., ._� - - •`" — . r. ,u — ...n •r, . �l LOT NO. [Z 1 BLOCK NO. SUBDIVISIONTION /�G v .1'-.-s LN L_FTI /� -ND(� 2 DwNER RICiiJard * Bar &&CO-.� NclSon 0 3 pc a on 511 t CC Ca 1^2 t{ �sTor�. 770!9'-(/ f PFe (7+ 3) v.0%-- +I�,N 3 �/� LI CONTIUCTOR `^' e) c 1.005 E- By .. P- 7 '.- AsPCNI/Lc. ATX ADDRESS & 7 L- A T APc1.1 $/lo11 Is<< fx�., vL • O Y O`003Q LIC. NO: _ 4 /9�. ARCHITECTrSN?1OWFFat l-+4Ag-Cs COWiI T AQrH1-crs qC0 ADDIFES 50 a,44A't s ; . Oire- -.92 CRR-boNPAe...g Co e/b�3 970 9 - 391 ,��ND: 5 '/ SQ. FT. OF BUILDING / a,` _ J'' 5 SG. FT. of LOT lot; !DIGHT c'% [/r 71 I NO. OF FLOORS 6 USE OFaI1BDo1D SINt_A= FA MI L4 REsI DelJC dz4,-) t1/4:15ji-L C,rsA7 DESCRwon:E wo: € V-5 CoNSTgOC T f 0)3 �" 8 CLASS OP WORK XWEW DADDITION DALTE]IATION DHOW OREMOVE: 9 GARAGE MINIMS DOOMS. +� if4 3 CARPORT: aSiNaJI CDOOBLE 110 O DRIVEWAY PERROT DON SITE SEWAGE DISPOSAL (SEPTIC) :SITE PLAN VALUATION OF WORD: a 2 w o D 0 0 ADMIRED VALGATIONt $ 6,(30 6 3 ' D/V SPECTA1. CONDHONS: a 4- 0 G &12t,..5 (0, (0, coo 1 2 — M U sT ff 4 V e SPA(W kLGe- 3'(.2M • A SEPARATE COLORADO. THIS PERMIT AUTHORIZED WORK IS AFTER WORK I HEREBY KNOW THE GOVERNING HEREIN AUTHORITY LOCAL CONS NOTICE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BYTE STATE OF BECOMES NULLANT" VOID I WORK OR CONSTRUCTION IS NOT COMMENCED WAIT -AIN 110 DAYS. OR IF CONSTRUCTION OR SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME IS COMMENCED. CERTIFY THAT I HAVE READ AND EXAMINED TS APPLICATION AND AB SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER. SPECIFII D OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE TO VIOLATE OR CANCEL TATE PROVISIONS OF ANY OTHER STATE OR • W REGULATING / ONSTRUCTTON OR THE PERFORMANCE OF ION. � PLAN CHECK' n /� - f Dr .7 6 PERMIT FEE: XXX 3 G 9 .c.o TOTAL FEE: DATE PERMIT ISSUED: 60 6/ G . 1 F L ~ OCC GROUP: CONST: TYPE : V ^ / R-3 U _ 1 ZONING: SETBACKS: Ns Stale of Oomc r, Contractor or authorized ages tend , • understood oti JV I, 1 I�'. I :�',� . U.MAN ISDS NO. &IEEBulding `,A Dep.A•.. a ate PI Dept ,..a ate I AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANDTOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE A: DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WmI ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED B1' GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT TF TATE ABOVE SAID ORDINANCES ARE NOT FULL\ COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROA! THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PIANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING AHI CORRECTION OF ERRORS LN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN T. VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AN1 RESPONSLBILIIIES OR LIABILITIES BY GARFIELD COUNTY FOR. ERRORS, OMISSIONS OR DLSCREPANCIES. THE RESPONSIBILITY FOR THESE AND IMP1F.MENTATIO* DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER. BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CON/e e VATIC E AND IN SUPPOR OF THE OWNERS INTEREST. Garfotnoo3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AIENT ABOVE. poly 0�� a 3i r. 3\Dg CO 163 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A completebathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy use and the issuance of a Certificate of Occupancy for the dwelling under building permit # /5-/3 . bpcont Date 313/06 • Low 6a- I_EvEL NA Aim Fcoon_ `7 UePEIL ✓ ✓ C A{ZA(c Sfro(LA ;r;t ! 1 ccN.,Roo Ian cEc�S X 8oi K[�Sv4169.o 46,9.00 :- 948 948 l6.00 l00 I 7S4 12—Do 469.00 ! ? 3,69.00 7.8910.s.0 0 1 SI.��l9a.00 1'7,06(1.6o [ 7oo_oa eiff Too 32,1o0.00 &go o0 ,PAY Fek.. G9.�co z t -i 01 . ro.rAL-I 6096,78 • • • Section 711.1, 711.3 & 711.6 SHAFT ENCLOSURES Openings extending through floors shall be enclosed in a shaft enclosure as required by Table 6-A, except: • In other than Group 1 Occupancies, openings which penetrate only one floor and are not concealed • Exit enclosures shall conform to the applicable provisions of Section 1005.3.3. • In other than Group 1 Occupancies, shafts in one or two story buildings for gas vents, ducts, factory -built chimneys or piping. • Gas vents and noncombustible piping, in walls, passing through three floors or less. • Openings protected by approved by approved through - penetration fire stops. •�In Type V buildings, chutes and dumbwaiters not more than 9 square feet and of approved construction. (section 711.6) �.� • Escalators, in fully sprinklered Group B, M and S Occupancies, with draft curtains and openings. (sections 304.6, 309.6 and 311.6) • In H-6 Occupancy fabrication areas, mechanical, duct and piping penetrations may extend through not more than two floors. (section 307.11.2.3) 1„ 4 • Sep -23-99 OB:18A P.03 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. 11 you do not, it may be helpful to obtain a book tided "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit the completed check list at time of application for a permit. 1 _ S p-23-99 O8:1pA P.04 January 1, 1999 Plans to be included for a Building Permit, must be on drafting paper at least I8"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1. Is a site plan included that indicates the distances of the proposed building or addition to property lues, other buildings, setback easements and utility easements? Yes �/ 2. Does the site plan include the location of the I. S.D. S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water courses? Yes _ j]D ( Sew R-) 3 . Does the site plan indicate the location and direction of the County or private road accessing the property? Yes �% 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? / Yes ti/ 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces an • h clearances required between wood and earth? Yes 2 Sep -23-99 OB:19A P.05 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spacess ani s• 1 ts? Yes 7. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads andd loads? Yes 8. Does the plan i elude a building section drawing indicating foundation, wall, floor and roof construction? Yes 9. Does the buil g section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof r ers or joists or trusses? Yes 10. Does the building section drawing or other detail include the method of positive connection of all colurn and beams? Yes ,f 11. Does the plan in 'tate the height of the building or proposed addition from the highest point of the buildi or addition measured at mid span between the ridge and the eave down to existing gra a contours? Yes 12. Does the plan include any stove or z o clearance fireplace planned for installation including make and model and Colorado Ph e 11 certifications or phase II EPA certification? Yes No 13. Does the plan include a masonry fireplac including a fireplace section indicating design to comply with the Uniform Building Code hapter 37? Yes No 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleep' g rooms and/or basements comply with the requirements of the Uniform Building Codc? Yes No 15. Does the pl include a window schedule or other verification that windows provide natural light and ntilation for all habitable rooms? Yes No 3 Sep -23--99 08:19A , P.06 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking ; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify saf glazing for these areas? Yes No 17. Is the location of all natural and liquid petr eum gas furnaces, boilers and water heaters indicated on the plan? Yes No 18. Do you understand that if you are building on a parcel of land created by the exemption process or th subdivision process, are building plans in compliance with all plat notes and/or covenants Yes No 19. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the associati do you understand that the plan check fee will not be refunded should the architectur committee deny or reject your building plans? Yes No 20. Will this b the only residential structure on the parcel? Yes No_ If no -Explain: 21. 22. 23. Have two Yes t complete sets of construction drawings been submitted with the application? Do you u erstand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No Have you constructic Yes U esigned or had this plan designed while considering building and other code requirements? No 24. Does the pl inspection Yes accurately indicate what you intend to construct and what will receive a final the Garfield County Building Department? No 25. Do you understand that approval for design and/or construction changes are required prior to the app ation of these changes? Yes No 4 Sep -23-99 08:19A P.07 • 26, Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes No 27. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before. Failure to give twenty four (24) hour notice for inspections will delay youfifrspection one (1) day. Inspections are to be called in to 945-9159. Yes �'1 No 28. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy i 1 occupancy of the building? Yes V No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", " eral Contractor", "Contractor" or otherwise, is the party responsible for the project c plying with the Uniform Building Code? Yes No 30. Are you aware that If you are accessing a county road and do not have an existing driveway you will reed to acquire a driveway permit from Garfield County Road and Bridge? Their phone number is 945-6111. You will need to show proof prior to the issuance of the building permit. 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability. &L. Phone 70 qQl.V—cDO3 (days); Project Name: J " CC -Sc DS t PACT 3/3/0 0 ttte Tj-70) 91/7—ff9,2, (evenings) Project Address; c5 4 V___01 a yyiyt -' Ram_eik AseJAA(c? -64A--- 5 rehouse Builders 307-L AABC Aspen, CO 81611 Phone: (970) 920-0039 Fax: (970) 920-9779 TRANSMITTAL i' u. inW036 PROJECT: Nelson Residence TO: Garfield County, Building Inspector PHONE: (970) 945-8212 ATTN: SVE Alt SENDING: /0 Shop Drawings • Letter FAX: DATE: 8/21/00 REF: Trash room enclosure • SUBMITTED FOR: WE Approval O Your Use ❑ Prints O Change Order ❑ Plans O As Requested O Review and Comment ACTION TAKEN: O Approved as Submitted O Approved as Noted O Retuned Mier Loan O Resubmit O Submit ❑ Samjilea O Specifications BENT : 'IA: ❑ Returned ❑ Attached lEr Other: Sketches 0 Separate Cover Via: O Returned for Correction O Due Date: I • M• TSD, COPIES DATE ITEM 1 1 8/18/00 NUMBER Remarks: Permit 7513 541 Diamond A Ranch Road, Carbondale Nelson Residence CC: wont • O. DESCRIPTION Trash Storage area sketches The attached sketches are for enclosing the area underneath the front entry way at the Nelson Residence. The new room will be I93.5 sq feet with all concrete walls, floor, and Vulcraft deck form with concrete slab. The entryway will be a 5'-0" wide by 8'0" tall and will exit to grade at the driveway level. Any questions, please call Diana Go : at cell: 970-319-0147 or jobsite at 963-9637. STATDS No. 7513 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address5g1,45-x,e, ,q beets i aye44,dam, Nature of Work Building Permit Co Z/b Contractor Warhhou.oe Amount of PcrmitS (4) q qg Date 36q5. ac{o/, 76 6096.7' Clerk � 8, A NOTICE A'SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST SE ISSUED BY •7141 STATE OF COLORADO. THIS PERMIT BECOMES NULL AND/ VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WILT{ WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL W REGULATING j s• NSTRUCTION OR THE ' PERFORMANCE OF CON ON. PLAN CHECK FEEiv Har .76 PERMIT FEE' 369g:o a. TOTAL FEE: GDgG.16 DATE PERMIT ISSUED: OCC: GROUP: CONST: TYPE: R ZONING SETBACKS: MANU. HOI✓.><: AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AI DETAILED 014 PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDINGDEPARTMENT. 1N CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREE -S TO COMPLY WITH ALL BUDDING CODES AND LAND USE REGULATIONS ADOPTED BY .DARFIEID COUNTY PURSUANT TO AUTHORITY GIVEN 114 30.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT MLA COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TIE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUDDING OPERATION BEING CARRIED ON THEREUNDER WIZEN L` VIOLATION OF THIS CODE OR ANY OTHER. ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANN RESPONSIBILITIES OR LIABILITIES BY GARFIEL.D COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE AND UMPLEMTTATIOI, DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONI VATIVE AND DJ SUPPOk : OFTHE OWNERS I TIEREST. Oirformoo3 18D5 NO. A& F)EE: I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE • LENT ABOVE. L GARFIELD COUNTY BUILDING PERMIT APPLICATION - GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO "efi-TIPHONE: (970) 945-8412 PERMIT NO. 15/3 • INSPECTION LINE: (970) 945-9159 PARCEL/SCHEDULE NO. 108 ADDRESS: 1 LOT NO. B i BLOCK NO. SUBDIVISION/EXEMPTION Q f �7 LEAD 2 0>� Rickard t Barbaro- Nelson ,DM= X7'03 Deuonsht*� tare HoosToN, TY 77Olf -OM/ nr:J' 3N -osl 1 viz Ni; , 3 CONtIACInR W0De NOnsE 8v11 -Q eS - ;isPl�N I LLL C AD 307 L A hv� ASPrti] co € I(' 1 I .�20 „L. R70/ Y.o -Do 3Q LIC ,�: `— 4 Ci�i1RLl s CVP t 1FF� ADORW 50 MkrN S7. UI1~ X32 eRRBaNp�tcs Co 8/b�3 ay. rr. o w 1p�i l � 5Z 970 9�3-639� '� � �, 7/i' 'lc '1°' "'" � ,, ARpCTECr�OJ�Im F!Qr 4t -t Cr& - 5 /Q.' - °' BOUNNO 3/0 71 _ 6 `1" CW WILDINGS1N4tx EA kit)/ {ZESIo e-0") c ,:—) It C.a& - l87 "Iw"m h1eu' CoTie0CT / o Al 8 =An ar wwx Ai"' @A MON DALTU TION WOW o.nMova • 9 A (AI.A =Na i OOOUI[i 043 CAapORT: mwtrr r DOOM! 10 0 ORrvaWAr'MOT CON afI atwA6a DmpOeAL mune) MUTE PLAN VALDAIrOMOpwOaX: et VVJDO© ADaral VAUAfl 4--ll W A J6 3 • O masa common: a000 p$ (0, c o p — M v $7 /44ve SPAS 'K'- 3V.Ctrou NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY•THE STATE OF COLORADO- THIS PERMIT BECOMES NULL AND" VOID � WORK OR CONSTRUCTION AUTHORIZED IS 140T COMMENCED WITHIN ISO DAYS. OR 1F CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THLS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS OOVERNTNO THIS TYPE OF WORK WILL BE COMPLIED WITHWHETHER. SPECIFIED, HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL W MULCTING / a NSTRUCTION OR THE ' PERFORMANCE OF CONS ON.• liii4 PLAN C7'IECKFEFy,/ ��� r �,( -+.� PERMITTEE•: }(��� �D TOTAL FEE DATE PERMIT ISSUED: yyyPPP GD ? G .-1 F OCC:GROUP CONST: TYPE: / , R - 3 v - 1 1/ ^ J�( ZONING _ SETBACKS: ataro of Oxon. ContrRctor or authorized aro seal uDdarrtood o : til Q0 1 i `�'/ +7� , . -I : �!1 . �L�' MANU. HOME: ISDS NO. /& FEE: Mit I,4 - Building Dept r ` P Dept a - AGREEMENT PERMISSION IS HEREBY GRANTED TO THE. APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER. TO CONSTRUCT THE STRUCTURE A: DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, TIM SKiNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED B]' 3ARFIELD COUNTY PURSUANT 70 AUTHORITY GIVEN IN 30.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE 140T FULLS COMPLIED WITH 124 THE LOCATION, ERECTION CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THERE -AFTER. REQUIRING TLA CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENT/NG BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN t' VIOLATION QF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES 140T CONSTITUTE AN ACCEPTANCE OF AN -5 RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE AND U.*PLEMEN1'A1I0? DURING CONSTRUCTION RESTS SPECIFICALLY WITH INE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CON VATWE AND IN SUPPOR I OF111EOWNERS INTEREST. `� Oarfasseo3 1 HEREBY ACKNOWLEDGE ; T 1 HAVE READ AND UNDERSTANDA *ENT ABOVE IPIO P c 9_13•' 3\31 , cr ct y 'N. `L �e i(s 6 /1 AV. fI { i/// 111 111 LOMA> FIC46.44i0Aapt F Ow • ,• I i G7t. Wa Gq-4G. w AMI. Ste". " • >oar- 62,6464r- -_o vC t • APPROVED 14'-6" 15'-b" Irak e) Ma ov04404D Devre— p,s 1/2 • 1 r in 4 U1 \� ,Q otop * s > L4)/ M 6Wt- CSP: • coy, 'per rfrePri bet- R-4'44 0.4a4,t2. , SVwP�" ANt-irls►L.eS.~tesp W.BEAM, SEE .PLAN 1 P+�/4 1J4 2-5 VL'14T. DETAIL OEM. 611RDWAr IMAM Pt I/4 5 VI. BM, SEE PLAN no. ML BM. Auk SEE PLAN 3/4 "I ear PL I/4 x aAl.iffDni /16711. DETAIL rn. §! 8 0 s i TJ ,LIE SEE PLAN .I x f0" A.B. 0 4--0" 0.a, T?P. Ere T.O.. WALL aim SEE POW Iv. 2x0 WALL Mffliniff L4K4x1/4 j¢j *010 . BOLTS GcolidgfistAta. 4 DOST. FOUNDA 71ON *4LL , R x 2'-6" 0 24- O.C. DRILL & GROUT 6" INTO EXIST. I `(VNDA T/0N WALL ii 2'--0" PROPOSW OONC. WALL. OR FOO1AVO r W—BEAM. SW PLAN wag 7T/CPCA/1L7) cninc ;:•'-'• • ,:::••••;:. • :1! • :.•:•-• • • . • . . :.. .:::::.:.,•1::,1:,1!:6.W!il::.' IGH COUN RY:ENGINEERING •, .: :•,•;,!!re:•.,:•:!:.,,i-..,.i.,.:;::!, - • ,.. . ..,.......: ... . 972tiV(.--)!':i46,H,:: • • '...1':.11:',1•., ':.•'..!,..: ';::-... GOLD'CO r- ',',,80403 1;.•,,,,...:•,,),• .:1.PH. • 55 FAX D FOR: NELSO RESIDENCE 541 DIAMOND A RANCH RD CARBONI:OLE, CO 81623 ASPEN GLEN JANUARY 2001 paifinzi" #750 STATE OF COLORADO DIVISION OF FIRE SAFETY PLAN REGISTRATION FORM late 0 1 Contractor Registration Number Contractors Name Mailing Address City Telephone No. Name of Pro' RE c1 C+4c.a s -Ur Zip Code [ �� 5rl„t,F,rw lk' i41: q E' tiri4lt,RF.,C' -AMAN r_ >L` ilk iMO :I:” r r"�rcF- - ".�rAta r " F ', c ' ii4' IC417 '"��!'t.';Jr"e, �� lawns 5 MIKA-1 IA111: 151% tr firr1 ems. La F Mit411r e war 11,11 44r4PPrer AI:. ViltaTrri f Certifi System Test Signature Certification No. Jurisdiction Con%nients ed nspector) (Certified Fire Suppression inspector) (for additional comments use separate sheet) Distribution: Original copy goes to Division of Fire Safety u Copy to contractor and copy building owner upon comp] wtorta -475)3 total completion of form. Copy to local fire department. n and sign -of. O5[09/3.0111.16:51 FAX 97_9,9.6...M.6.93, ++�+r il• iJ r Wodehouse - Nelson = "+ LR,1.71 4R7 L.xr f COLORADO CUSTOM LJFT 420 29 Road - Grind Jieselliort- Cam,:, -1 15171 Phone 7Q-245-4472 Fax (170)2.41-7371 FAX ry_ign0 ups 19.1. Wpm Elage AMP 0 b... commumar ne w fendlew 3 Far ,o..r b r, RE Nelson Residence Eksvator insriection_ Mike: lam sorry for the inconvenience -of reschedufing thea Hoge irspeCtiOrx; the elevator inspector was going to do it thia but called to reschedule 4 for ion (x5.08) and then this morning it was min rescheduled for Tu =.s. (05-07) at 10:00 AM_ The unit viiit bo turned on s s soon as the inspection is completed and left on for your customers to use. Garret will be by at 9:00 AM o l Tues. to make sure that weir/thing- Is ready for irr rnspector. Please cionrrje If there are any problem 'rs fax nsmisson_ 05/09/2002 16:51 FAX 9709639682 • Wodehouse - Nelson R1002 INfJtUM Wayne Mattin, Insoedori Elevator Inspector. Program 970-46,0295 ext 108 or evator la nwc. . mus Date: S/4 fzoo Proiect1Mame: /khan JSon 1tS ide-fl Ct ❑ char WanReview Elevator Tetand svi tam end Po.61G.il 126.4 Lncabm Sen Gki &-en co. .• Permit Number 1 W CC 0& 01-07v Elevator Type /4 Y P Res rottrcf ❑ The plans have been reviewed and found to conform to all applicable ANSI 17.1 and UBC codes The elevator' idutablesteT at -the thit3 .location- was inspected and loud on and a: O 'TEMPORARY Certificate has beenisswtir. FINAL Inspection Certificarte has been rued. O NO' cew certificate is -being Issued. Comments: r 1`no 1 Zflspec+ifon Cot,pk./eI. Northwest Colorado touncltaMovernmerft 4 PO Eco 2008 erne . CO . 80498 970-488-02g5 • Fax 970.46E-9208 • www (rwo.cog.co.us 05/09/2002 18:52 FAX 9709639682 Wodehouse - Nelson el 003 I. ,?=� STATE OF C •, � OFF TY 1 • 40 Cede 2 I Coz.1 • • • • • • • • ;; .�... ��„"..,-`-..-r"-ter.. • ,• I - . Vielbutimprighiatcopygoosiia Dn1 oafFiiengfrayeo tl pkl:ia kaf� RESIDENTIAL SPRINKLER DESIGN EQUIPMENT LIST • SPRINKLER HEAD - GRINNELL GEM F978 (CONCEALED) • PIPINGIFITTINGS - TYPE M COPPER • BACKFLOW PREVENTER - ZURNIWILKINS • VALVESIGAUGES - NIBCO - DRAIN VALVES - MILWAUKEE - SYSTEM CONTROL VALVE WITH TAMPER SWITCH - NFP RESI-RISER - PRESSURE GAUGES • HANGERS - MICHIGAN HANGER COMPANY • FLOW SWITCH - POTTER ELECTRIC • ALARM DEVICES - WHEELOCK STROBE/HORNS • FIRE DEPT CONNECTION - CROCKER 6337 SIERES • GAUGES -VIKING • HYDRAULIC CALCULATIONS SPRINKLER HEADS 1 1 I CONCEALED PENDENT SPRINKLERS, RESIDENTIAL MODEL F978 DESIGNER, BULB TYPE, 4.2 K -FACTOR, 155•F 1 1 1 1 1 1C 1 1 1 1 1 1 1 1 c 1 GENERAL DESCRIPTION The 4.2 K -factor, Model F978 Design- er Residential Concealed Pendent Sprinklers (Rel. Figure A) are auto- matic sprinklers of the frangible bulb type. They are to be used in; • wet pipe residential sprinkler sys- tems for one- and Iwo -family dwell- ings and mobile homes per NFPA 13D, • wet pipe residential sprinkler sys- tems for residential occupancies up to four stories in height per NFPA 13R, and • wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The small Cover Plate Is flat, to blend in with the ceiling for an aesthetically pleasing and relatively unnoticeable appearance. Standard finishes for the Cover Plate are painted white and satin chrome plated. Other factory ap- plied painted finishes for the Cover Plate are available on special order. The separable two-piece design of the Cover Plate and Mounting Cup As- semblies allows installation of the sprinklers and pressure testing of the fire protection system prior to installa- tion of a suspended ceiling or applica- tion of the finish coating to a fixed ceiling. They also permit removal of suspended ceiling panels for access to building service equipment, without having to first shut down the fire pro- tection system and remove sprinklers. Also, the separable two-piece design of the the F978 Sprinkler provides for 1/2 inch (12,7 mm) of vertical adjust- ment, to reduce the accuracy to which the length of fixed pipe drops to the Sprinklers must be cut. The F978 Sprinkler is shipped with a Disposable Protective Cap as shown in Figure B. The Protective Cap is tem- porarily removed to install the F978, and then replaced to protect the F978 while the ceiling Is being installed and finished. The tip of the Cap can also be used to mark the center of the ceiling hole into plaster board, ceiling tiles, etc. by pushing the ceiling product against the Cap. When the ceiling in- stallation is complete, the Cap is re- Prinled M U.S.A. ,-98 Dim. Inches A - 3.5/16 B• 3/16 C - 2-5/8 D - Mln. 1.15/18 D • Nom. 2.3/16 D • Max. 2-7/16 MM 84,1 4,8 68,8 49,2 55,8 61.9 I/2"(12 2mm) ADJUSTMENT R 1/2" REDUCER (TYPICAL INSTALLATION) -- SPRINKLER/ MOUNTING CUP ASSEMBLY COVER PLATE ASSEMBLY A )DIA.) 3/ 32" GAP 12,4 mm) FIGURE A 4.2 K -FACTOR MODEL F978 DESIGNER RESIDENTIAL CONCEALED PENDENT SPRINKLERS moved and the Cover Plate Assembly installed. The F978 Sprinklers have been de- signed 10 operate with a particular tem- perature rating and heat responsive thermal characteristic, as well as to discharge water in a specific pattern and quantity per square foot relation- ship. The combination of the perfor- mance characteristics which are asso- ciated with the F978 Sprinklers have been proven to help in the control of residential type fires and, therefore, to improve the chance for occupants to escape or be evacuated. FIre sprinkler systems are not a substi- tute for intelligent fire safety aware- ness or construction materials and practices required by building codes. APPROVALS AND STANDARDS The 4.2 K•faclor, Model F978 Design- er Residential Concealed Pendent Sprinklers are listed by Underwriters Laboratories Inc. and Underwriters' Laboratories of Canada. The listing only applies 10 the service conditions indicated in the General Technical Data and Residential Design Criteria sections. Any questions concerning an interpre- tation of NFPA 13, 13D, or 13R sprink- ler system design/installation stan- dards, as well as requests for system design/installation standards not pres- ently covered by NFPA 13, 130, or 13R, should be addressed to the: Secretary, Standards Council National Fire Protection Association Batterymarch Park Quincy, MA 02269 WARNINGS The Model F978 Designer Resi- dential Concealed Pendent TD584M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SPRINKLER/ MbUNTING CUP ASSEMBLY DISPOSABLE PROTECTIVE CAP TIP FIGURE B DISPOSABLE PROTECTIVE CAP FOR F978 SPRINKLER Sprinklers described herein must be installed and maintained in compliance with this document, as welt as with the applicable standards of the National Fire Protection Association, in adds• tion to the standards of any other authorities having jurisdiction. Failure to do so may impair the integrity of these devices. Because of the above cited stipulations and the varied nor - lure of residential type architec- ture, there will be some compart- ment designs which cannot be fully ,prinklered in accordance with the recommendations of NFPA 13, 13D, or 13R. In the event of this condition, consult the au- thorities having jurisdiction for guidance and approval. It is the responsibility of an in- stalling contractor to provide a copy o fthis document to the owner or his representative and, in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper op- erating condition. The installing contractor or sprinkler manufac- turer should be contacted relative to any questions. GENERAL TECHNICAL DATA The 4.2 K -factor, Model F978 Design- er Residential Concealed Pendens Sprinklers are available in a 155'F/68'C temperature rating, and they are rated for use at a maximum service pressure of 175 psi (12,1 bar). The nominal installation dimensions are given in Figure A. Standard fin- ishes for the Cover Plate are painted white and satin chrome; however, other painted finishes for the Cover Plate are available on special order. The nominal discharge curve for the F978 is plotted in Figure C and it rep- resents the flow "Q" in GPM (LPM) as determined by the formula: 0= K4i) where the nominal discharge coeffi- cient "K" = 4.2 (60,5); and p" equals the residual flowing pressure in psi (bar). The F978 Sprinkler consists of two as- semblies, as shown in Figure D: the Sprinkler/Mounting Cup Assembly and the Cover Plate Assembly. The Sprinkler/Mounting Cup Assembly utilizes a 155'F/68'C, 3mm Bulb and has a bronze Frame per ASTM B176 (C87800) and a brass Orifice Insert per ASTM B140 (C32000). The Button (bulb retainer) Is phosphor bronze per ASTM B103 (C51000, C62000, or C54400), the Ejection Spring is stain- less steel, and the Compression Screw is a plated bronze per ASTM B140 (C31400). The Gasketed Spring Plate consists of an Inconel (per ASTM B168) disc spring that is sealed on both its inside and outside edges with a Tetiont gasket. The Deflector is brass per ASTM B36 (C22000), and the Deflector Cone is brass per ASTM B16 (C36000). The Deflector Arms are DISCHARGE IN U.E. GALLONS PER MINUTE IOPM) 003 10 IS 40 51 45 40 35 30 01 00 15 I0 50 75 100 DISCHARGE IN LITERS PER MINUTE 10 7.0 t,0 1.0 1.0 0.11 FIGURE C NOMINAL DISCHARGE CURVE phosphor bronze per CDA Alloy 510, and theYoke is high strength brass. The Frame is secured to the Mounting Cup and Mounting Plate with a plated steel Retaining Ring. The Mounting Cup, which is chrome plated 0.021 inch (0.53 mm) thick, low carbon sheet steel, Is staked to a stainless steel Mounting Plate, and the Mounting Plate provides for rigid engagement of the Sprinkler Wrench (Rel. Figure J) with the Frame. A polyethelene Disposable Protective Cap (Ref. Figure B) Is provided as part of the Sprinkler/Mounting Cup Assem- bly. The Cover Plate Assembly, which screws onto the Sprinkler/Mounting Cup Assembly, consists of a Cover Plate which is soldered 10 an Enclo- sure al three equidistant locations around its periphery. Solder having a temperature rating of 135'F/57'C is used with Cover Plate Assembly. The Cover Plate and Enclosure are brass per ASTM B36 (C26000 or C26800). A Type 302 stainless steel compression Spring is located between the flange of the Enclosure and the Cover Plate, to ensure separation of the two pieces when the solder melts. When the Cover Plate Assembly Is ex- posed to a temperature sufficient to fuse the solder, the Cover Plate will fall away from the Enclosure which allows the Deflector to drop and to expose the Sprinkler for operation. NOTES Absence of the Cover Plate Assem- bly may delay the time to sprink- ler operation in a fire situation. The F978 Mounting Cup and Cover Plate Assembly shown in Figure D cannot be used to hold —2— t DuPont Registered Trademark -_ -PART MA%. A PRESSURE CURVE ORLY I7 PSI = : _ - - "' -♦-- MAX.- II PAR PRESSURE 1I IAL CURVE ONLY 1207 OARS; 1 5 50 75 100 DISCHARGE IN LITERS PER MINUTE 10 7.0 t,0 1.0 1.0 0.11 FIGURE C NOMINAL DISCHARGE CURVE phosphor bronze per CDA Alloy 510, and theYoke is high strength brass. The Frame is secured to the Mounting Cup and Mounting Plate with a plated steel Retaining Ring. The Mounting Cup, which is chrome plated 0.021 inch (0.53 mm) thick, low carbon sheet steel, Is staked to a stainless steel Mounting Plate, and the Mounting Plate provides for rigid engagement of the Sprinkler Wrench (Rel. Figure J) with the Frame. A polyethelene Disposable Protective Cap (Ref. Figure B) Is provided as part of the Sprinkler/Mounting Cup Assem- bly. The Cover Plate Assembly, which screws onto the Sprinkler/Mounting Cup Assembly, consists of a Cover Plate which is soldered 10 an Enclo- sure al three equidistant locations around its periphery. Solder having a temperature rating of 135'F/57'C is used with Cover Plate Assembly. The Cover Plate and Enclosure are brass per ASTM B36 (C26000 or C26800). A Type 302 stainless steel compression Spring is located between the flange of the Enclosure and the Cover Plate, to ensure separation of the two pieces when the solder melts. When the Cover Plate Assembly Is ex- posed to a temperature sufficient to fuse the solder, the Cover Plate will fall away from the Enclosure which allows the Deflector to drop and to expose the Sprinkler for operation. NOTES Absence of the Cover Plate Assem- bly may delay the time to sprink- ler operation in a fire situation. The F978 Mounting Cup and Cover Plate Assembly shown in Figure D cannot be used to hold —2— t DuPont Registered Trademark MOUNTING SPRINKLER/MOUNTING CUP ASSEMBLY PLATE MOUNTING CUP EJECTION SPRING 1 ORIFICE INSERT RETAMNING RING GASKET£D SPRING PLATE BUTTON DEFLECTOR ARM YOKE DEFLECTOR CONE DEFLECTOR •i r • r FRAME _ BULB COMPRESSION SCREW COVER PLATE ASSEMBLY SPRING FIGURE D MODEL F978 CONCEALED PENDENT SPRINKLER ASSEMBLY the F978 in position. The F978 must be secured in position by firmly fastening the sprinkler sys- tem piping to the dwelling struc- ture. If the F978 is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orienta- tion and wafer distribution. RESIDENTIAL DESIGN CRITERIA The 4.2 K -factor, Model F978 Design- er Residential Concealed Pendent Sprinklers must only be installed and utilized in accordance with the follow- ing described criteria which are pro- vided by the manufacturer. NOTES 1. Residential Fire Sprinkler Sys- tems should only be designed and installed by those compe- tent and completely familiar with automatic sprinkler sys- tem design, installation pro- cedures, and techniques. 2. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer re- view and develop a working un- derstanding of the complete list of criteria, prior to initiat- ing the design of the sprinkler system. 3. Questions concerning sprink- ler installation and usage cri- teria, which are not covered by the following instructions, should be mailed to the atten- tion of the Technical Data De- partment. Include sketches and technical details, as ap- propriate. 4. In some instances, the require- ments of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, NFPA 13D, NFPA 1311, or by the au- thority havingjurisdiction. G. The spray from the F978 is dis- tributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will not be any blind spaces shielded from spray by partitions, room di- viders, overhangs or other parts of the dwelling structure. General Service Conditions. The F978 Sprinklers must only be utilized In wet pipe sprinkler systems with all interconnecting system piping as well as the sprinklers maintained at a mini- mum temperature of 40'F/4'C, and with water supplies which are substan- tially free of contaminants and particles of a size greater than 1/8 Inch (3,2 mm), —3— Thermal Responsive Criteria. All residential sprinklers within a compart- ment (as defined by the NFPA) must have the same heat responsive ther- mal characteristic, and their tempera- ture ratings must be within 10'F of each other. NOTE Do Not use sprinklers with a tem- perature rating higher than nec- essary to cover a particular area. Hydraulic Design Criteria. The mini- mum required single and multiple sprinkler flow rates are given in Table A for the maximum allowable coverage areas. The single sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sin- gle sprinkler and, the multiple sprinkler flow rate is the minimum required dis- charge from each of the total number of "design sprinklers' (as specified In NFPA 13, 130, or 13R). NOTE The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13H), must be kept as few as possible. Do NOT use more sprinklers than neces- sary to cover a particular space. Spray Coverage Criteria. Figures E and F provide spacing rules that must be followed to assure that the F978 Sprinklers will provide their design dis- tribution of water spray. Nominal wel- ling patterns for the F978 Sprinklore al minimum required Plow condlllons (Ref. Table A), are illustrated in Figure G, for selected coverage areas. Operational Sensitivity Criteria. For proper operational sensitivity, the F978 Sprinklers must be installed be- neath solid ceilings having a smooth flat or textured surface and In accor- dance with Figure A. The F978 Sprinklers must NOT be used above or below open-gridded type suspended ceilings; beneath sof- fits or beams having a depth of more than 4 inches (101,6 mm); and, with beams, joists, or ducts having a height of more than 3 inches (76,2 mm) lo- cated within the sprinkler coverage areas. NOTE Beams having a height of more than 3 inches (76,2 nrni) may be located with their centerlines along the boundaries separating adjacent sprinkler coverage areas. It is recommended that as pad of the sprinkler system design, the designer review the dwelling plans and, where 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM COVERAGE AREA(') FT. x FT. (m x m) 1 W1IMI AI FLOW t� AND RESIDUAL PRESSURE ONE SPRINKLER FLOWING MULTIPLE SPRINKLERS FLOWING 12x12 (3,7 x 3,7) 16 GPM (14.5 PSI) 12 GPM (8.2 PSI) 14x14 (4,3 x 4,3) 16 GPM (14.5 PSI) 12 GPM (8.2 PSI) 16x16 (4,9 x 4,9) 16 GPM (14.5 PSI) 12 GPM (8.2 PSI) 18x18 (5,5 x 5,5) 24 GPM (32.7 PSI) 17 GPM (16.4 PSI) 20x20 (6,1 x 6,1) 25 GPM (35.4 PSI) 18 GPM (18.4 PSI) (a) For coverage area dimensions Tess than or between those Indicated, I1 is necessary to use the minimum required (low for the next highest coverage area for which hydraulic design criteria are staled. (b) Requirement Is based on minimum flow In GPM from each sprinkler. The associated residual pressures are calculated using the nominal K•faclor. Refer 10 Hydraulic Design Criteria Section for details. TABLE A HYDRAULIC DESIGN CRITERIA r S/2 - ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). S O. THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). S2 MAX. S2 MAN 4INCHES 4IIICHES MIN. MIN. - ft* . - i IMF MIN. Figure E-1 (Plan View) S2MAr 4INCHES MIN, MIN. Figure E-2 (Plan View) 512 MAX. 812 MAX. 4INCHES 4INCHES MIN. MIN. Thfflor MIN. Figure E-3 (Plan View) tSr2 INCNIES 8 FEET MIM. �4 INIIES I. Figure E-4 (Plan View) tSI2 MAX. S/2 MAX -4INCIIES 4INCHES MIN. MIN. MIN. S!2 MAX. a. 4INCHES �0 ,64 8 FEET 71FICf1 AIN. 612 MAX. ` S MAX. 4 INCHES 8 FEET MINIMUM MIN, Figure E-5 (Plan View) S2 MAX. 4 INCHES MIN. S2 MAX. 4 INCI IES MIN. -S12 MAX.1 S2 MAX. * —I- 4 —(---4 INCHES MIN. 4 INCITES MIN. S MAX. 8 FEET MIN. Figure E-6 (Plan View) S2 MAx. MIN. 8 FEET MIN. jS2 MAx. 1 4 INCHES r MIN. Figure E-8 (Plan View) MAX. S2 MAX. 4 INCHES MIN. 1-4 INCHES MIN. MIN. 4 INCHES MIN. Figure E-7 (Plan View) GR EE4A1— l3R EElA-1 E3 -4 -OBSTRUCTION Figure E-9 (Elevation View) FIGURE E SPACING RULES UNDER LEVEL CEILINGS — 3 FEET MAXIMUM V0 Ou- / A 6 FEET MINIMUM FORLA S60' Figure F-1 (Elevation View) 3 FEET MAX. Figure F-2 (Elevation View) 5/2 MAX. SEE GRAPH B-1 FF�E��rsrmM ( Figure F-3 (Elevation View) S/2 MAX. '4\9 EFC414 �'ON Figure F-4 (Elevation View) r 3 FEET i MAXIMUM f 214 frootit r',,N FOR EEFT 660 • Figure F-5 (Elevation View) 60.41 SEE SEE 1 GRAPH D GRAPH D Figure F-6 (Elevation View) 3 FEET MAX. 1 FOOT MIN. LAT f:� i� SEA 71 ire f� ' GRAPH E Figure F-7 (Elevation View) 3 FEET MAXIMUM ?‘k* — S/2 MAX. ---{ a FEET MINIMU FOf a ,r nM Figure F-8 (Elevation View) 4 INCHES MIN. Figure F-9 (Elevation View) Figure F-10 (Elevation View) 3/2 • ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). S THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). NOTES: 1. Figures F-1 through F-9 only apply when: (a) the ceiling ridge is horizontal; (b) the compartment openings to adjoining spaces have minimum lintel depths of 8 Inches (203,2 mm) below the lowest sprinkler; (c) any adjacent sprinklers in the direction of the ceiling ridge are to be In a row which runs parallel to the ridge, and the sprinklers are to be spaced a minimum of 8 feet apart; (d) the sprinklers are installed with Deflector Arms perpendicular to the ceiling ridge; and, (e) the sprinklers shown In Figures F-1 Through F-8 are located In a plane which is perpendicular to the calling ridge, and the ceiling angles are within the specified range. 2. Contact the Technical Data Department for questions concerning installations outside the scope of Figures F-1 through F-10. FIGURE F, SPACING RULES UNDER PITCHED CEILINGS AND/OR OVERHANGS —5— 12' X 12' Coverage Area 16 GPM 12 GPM 16' X 16' Coverage Area 16 GPM 12 GPM 2,. • FIGURE G NOMINAL WETTING PATTERNS AT MINIMUM REQUIRED FLOW CONDITIONS FOR SELECTED COVERAGE AREAS 20' X 20' Coverage Area 25 GPM 18 GPM 2 fl, 27 24 21 to 111 m oZ 18 2i:: umi v 15 a \..` 12 z• •`\ 22 9 `•J >• v{MAx.) 6 3 111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111 11111111111111111 1 Iz1111111#1111111111111111111#II1111IIIIII11111IIII 1111111°11111111111111,11 1111F/1111111111"1111111'411111111rM 1111111=1111111111111111111►I Almi4111 v� 1 1#1111111##1111111111111#111#1 J I411•� '11111 J 1-� 4111 1111111IIIII11111111111111111y'11 11111y ;�c,°11111 1111111111111111111111111111 W. r1i w AIM 4 , • C`/ .111111 11111111111111111II1111111I11I'-'III 4i 01,1111111 111111111111111111111111111►11##Ih 4111 11111 11111111111111111111111111 q FA h FM -ti .4 4 4111111111 1111111111ii111111IIIlI I Iii Fin , ' c° 111111111111 IIIIIIIIII11111IIIIII111 '� 11 ,11111 41 ,1lII1111111111 1111111111#111#11111111 11!1111# IIIIn1'dIIri111111111I11#11 1111111111111111111111111;11111i11111fi�I1 1111111111111111 11111111111111111111111Ia#1111/IIIII!111NI11111111111111111 111111111111111111111KIIII AIIIIP I111I1 11111111111 11111 11111111111111111111ldI11li1111P111!i1111111111111111 11111 1111111111 MI1IINMIPS1111a:11!i111111111111111111111 11 11111111111111111,1111x:1111,0 %111111111111111111111 1111 11111111111111r:1111r:E11I��� 11111111111111111111111111 111111111111 r 11I I IN I :o111111I I1 11111111111 I1I I1 11111 111111111111(,�1111C11Pf1111111111i1IIIll1i11111111I1111i1111 1111I1I111111111111111111111111I111I111111111111111I11111I11 L o v 0 (MAL) 2 3 4 5 6 7 DISTANCE TO OBSTRUCTION 'H' OR Z', FEET 8 9 10 PLUS NOTES: 1. CEILING OBSTRUCTIONS MUST BE SPACED ON THE BASIS OF USING THE MAXIMUM RESIDUAL PRESSURE WHICH WOULD BE PRESENT FOR A SINGLE SPRINKLER OPERATION. 2. BEAMS AND/OR OTHER CONTINUOUS OBSTRUCTIONS ARE NOT TO EXCEED A VERTICAL DEPTH 'V' OF MORE THAN 3 INCHES (76,2 mm) WITHIN THE SPRINKLER COVERAGE AREA. GRAPH A MAXIMUM PERMITTED VERTICAL DISTANCE BETWEEN THE SPRINKLER MOUNTING SURFACE AND THE BOTTOM OF CEILING MOUNTED OBSTRUCTIONS SUCH AS BEAMS, OVERHANGS, AND LIGHT FIXTURES WITHOUT UNDULY OBSTRUCTING THE WATER SPRAY DISTRIBUTION w LL 3 w• aw 50 1N 26 20 0 fc 0 z ACCEPTABL UNACCEPTABLE 0 5 10 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'A', DEGREES H (MIN.) NOTE: SPRINKLERS MUST BE INSTALLED WITH DEFLECTOR ARMS PERPENDICULAR TO THE CEILING RIDGE. GRAPH 8 MINIMUM REQUIRED HORIZONTAL DISTANCE BETWEEN A SPRINKLER LOCATED ON A LEVEL CEILING AND AN INTERSECTING PITCHED CEILING WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION 3 FEET MAXIMUM WHEN THERE ARE NO SPRINKLERS ON THE LEVEL CEILING 6 5 1 0 COVERAGE AREAS: (a) 20' x 20' (c) 16' x 16' (b) 18' x 18' (d) 14' x 14' 8, 12' x 12' VIII!1111111111II11IIIIIIIIIIIIIIIII!1111I : :;;hain 1111111111111111111111111111111211Mhill 11111111111 1111111IIIIil11111111!l1111!l:rillllle!!!!:: ' 11111111111 IIIl1I1111II1111111WWlll!! h illlllll 11111111111111 111111111111111111,51M1111111111111111111111111111111 II 11 IBli1 I I II I Ilii! Il !i1 VIII I III 1111111111111 1111111 IIIIII11111 IIPllMlllll1I111111111I1II11MiiiIMI 111111111111114WiliiiI1111111111111111Milifill11111111 I IIIIIliu 111!1 i:dll 11 l l l lllll l l 111 lil 1111I11111,II1i 1!!!! 111111111PAIliHI1111111HIPMOIIIIIIIM111111111 IIllu1'":ai11Il$1I1I1111!!::;X11111111;:;iiII I IIII 1111 IIEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHI111I1IIIIIII1 IIII 1111 0 5 10 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'A', DEGREES NOTE: SPRINKLERS MUST BE INSTALLED WITH DEFLECTOR ARMS PERPENDICULAR TO THE CEILING RIDGE. GRAPH C MINIMUM REQUIRED SLANT DISTANCE BETWEEN A LEVEL CEILING AND A SPRINKLER LOCATED ON A PITCHED CEILING WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION —7— 10 9 W LL c 8 wz W a z • Lai N 5 0 x 7 6 LU 0. o -ma H d�z 0 N CIC0 x 4 3 0111111111111101111111111111111 10 110111111 lllll0[Ii111III1II111I111 111 I11I11I11Ii!d1I111111I111l1! UNACCEPTABLE :10 11011111111W11111111111111111111 0111110111111 110111111111110111111111111111111111111111111111 11111 IlII111111 11!1111IIII1111III1II11111I11111I 11111111111111111111 i:i1110111111I111111111111111 II!l111111 I!1I111111111P 11111111111111111111 11111 11111111111111111111111110111111111101111111111 11111111111111111111I1III11li'1I11111I111III111111 111! 11 1111011111111111111111 IIIIII - ACCEPTABLE IllllllliIII11I1111111111 111111111111111II 11II!I111I11E111�io�:1SII1lI0 !!III I1l!1I ll l l llll� lull Mil Mill 10 15 20 25 30 35 10 40 45 50 CEILING ANGLE 'A', DEGREES 55 60 N (MAX.) (SEE NOTE 1) 4" TO 6" F(SEE NOTE 2) --.C-MOUNTING SURFACE N (MAX.) (SEE NOTE)) 0) NOTES: 1, UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CACULATED. 2. THE MOUNTING SURFACE MUST BE LOCATED WITHIN 4 TO 6 INCHES (101,8 to 152,4 mm)OF THE PEAK, IF ITIS NOT CONTINUOUS OVER THE FULL LENGTH OF THE CEILING RIDGE. 3. SPRINKLERS MUST BE INSTALLED WITH DEFLECTOR ARMS PERPENDICULAR TO THE CEILING RIDGE. GRAPH D MAXIMUM WATER SPRAY DISTRIBUTION WHEN A SPRINKLER 1S LOCATED AT A PEAK 6 4. Ii,� 4 ._,1- , 11 I;, ItrL ACCEPTABLE is NACCEPTABLE 0 5 10 15 20 25 30 35 40 45 CEILING ANGLE, DEGREES (USE THE GREATER OF ANGLE 'A' OR ANGLE'S') (se NOTES: 1. UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULLICALLY CALCULATED. 2. 3 FEET (914 mm) IS THE MAXIMUM PERMITTED AND 1 FOOT (305 mm) IS THE MINIMUM REQUIRED. 3. SPRINKLERS MUST BE INSTALLED WITH DEFLECTOR ARMS PERPENDICULAR TO THE CEILING RIDGE. J (MAX.) (SEE NOTE I) GRAPH E MAXIMUM WATER SPRAY DISTRIBUTION WHEN A SPRINKLER IS LOCATED ON A PITCHED CEILING OPPOSITE FROM AN INTERSECTING PITCHED CEILING 5 ¢k 4 Ow wv 3 2a 2 2 N IIBi111111I1111111111K11111111l1 11111111111112111#:i1112!1F=�i1!;1i 1122112111111..i111I111!ii1i :I11,i 11111111211111111!il11Ili911!iI1 1111116!1111111 , i1 ii111!e!!!i IIII�ilII1111E lP O1 1P i1 lllil1111111n1111Pii i8! ENHI Pi11111111FillIgii1151111K111M 10 15 20 25 30 35 40 CEILING ANGLE 'A', DEGREES 45 COVERAGE AREAS: (a) 20' x 20' (b) 18' x 18' (c) 16' x 16' (d) 14' x 14' (e) 12' x 12' ,'A I r � 5/2 MAXIMUM NOTES: (SEE NOTE 1) 1. UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CACULATED. 2. SPRINKLERS MUST BE INSTALLED WITH DEFLECTOR ARMS PERPENDICULAR TO THE CEILING RIDGE. GRAPH F MINIMUM REQUIRED SLANT DISTANCE BETWEEN A RIDGE AND A SPRINKLER WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION —8-- To prevent the possible release of an F978 Sprinkler's heat responsive element (Bulb), due to exposure to heat sources other than abnormal fire, the 155'F/68'C F978 Sprinklers are only to be installed where the maximum (non -fire) temperature of all the sprinklers within a compart- ment will not exceed 100'F/38'C. The sprinkler system piping must NOT be run through healing ducts, or connected to the domestic hot water system. The following areas are examples of locations where the ambient temperatures may exceed 100'F/38'C. The F978 Sprinklers must NOT be located In these areas unless the system designer can document that the ambient temperature of the sprinklers will not exceed 100'F/38'C with the heat source In use at maximum output. 1. Where they will be exposed to the rays of the sun passing through glass or plastic skylights. 2. In unventilated compartments containing a furnace or water heater. 3. In unventilated attics or In an unventilated -concealed compartment under an uninsulated roof. 4. Within 2 feel (610 mm) of an outside edge of a ceiling mounted, downward discharging diffuser. 5. Within 2 feet (610 mm) of the left or right edges of a horizontal discharging heat diffuser or within 3 feet (914 mm) of the front of a horizontal discharging heat difluser. 6. Within the following distances of exposed light fixtures: Wattage Minimum Range Distance Less than 250 6 Inches (152 mm) 250-499 1 fool (305 mm) 500-999 2 feel (610 mm) 1000 and more 3 feel (914 mm) 7. Within 18 inches (457 mm) of the side of an uninsulated heating duct. 8. Within 1 foot (305 mm) oI an uninsulated hot water pipe. 9. Within the shaded areas shown in in the adjacent Illustrations. R.ITYP.I - 3'ITYPI FRONT IONS Of FMENACE SOK Recessed Hearth Fireplace Coal or Wood Burning Stove a Range or Wall Oven Open Hearth Fireplace A 3' IUYP.I Furnace or Water Heater FIGURE 11 HEAT SOURCE CRITERIA —9— appropriate, advise the owner or his representative as to the following. I. Lintels of al least 3 inches (76,2 mm) in height and preferably 8 inches (203,2 mm) should be used over all passageways from one space to an- other, in order to reduce the possibil- ity of sprinkler operations outside of the fire area. II. Beams of at least 3 Inches (76,2 mm) In height should be used to border each of 5 or more adjoining areas of F978 Sprinkler coverage (within the same compartment), in order to decrease the time 10 first sprinkler operation as well as to re- duce the possibility of multiple sprinkler operations. Cold Soldering Criteria. Figures E and F provide the minimum spacing requirements necessary for prevent- ing the wetting (Le., cold soldering) 01 the heal responsive element (Bulb) of a non -operated F978 Sprinkler, which is adjacent to one which has operated. Heat Source Criteria. Figure H out- lines the requirements relating to pre- venting the possible release of an F978 heat responsive element (Bulb), due to exposure to heat sources other than abnormal fire. WRENCH TAB MOUNTING CUP SLOT I -I/16" 127 mml HEX 1/2" RACHET DRIVE INDICATING BOSSES ARE IN LINE WITH DEFLECTOR ARMS FIGURE J MODELS F874 SPRINKLER WRENCH INSTALLATION NOTES Residential Fire Sprinkler Sys- tems should only be designed and installed by those competent and completely familiar with au- tomatic sprinkler system design, Installation procedures, and techniques. The Technical Data Department should be contacted relative to any questions. The F978 Sprinkler is inoperative with the Disposable Protective Cap in place. Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held hor- izontal, a small air bubble with an approximate diameter of 1116 inch (1,6 nom) should be be pres- ent. All sprinklers installed within compartments having a pitched ceiling with one or two parallel horizontal ceiling ridges must be installed with the Deflector Arms perpendicular to the ceiling ridges. Failure to properly orien- tate the Deflector Arms may result in impaired fire protection due to cold soldering and/or inadequate spray coverage. Only use the Model F874 Sprink- ler Wrench for installation of the F978 Sprinkler. Do not wrench on the Sprinkler/Mounting Cup As- sembly other than as shown in Figure J. Do not attempt to make-up for in- -10— sufficient adjustment in the Sprinkler Assembly by under- or over -tightening the Sprink- lerlMounting Cup Assembly. Re- adjust the position of the sprink- ler fitting to suit. A leak tight 112 inch NPT sprink- ler joint should be obtained with a torque of 7 to 14 ft. lbs. (9,5 to 19,0 Nm). More than 21 ft. lbs. (28,5 Nm) of torque may distort the sprinkler orifice seat with consequent leakage. Proceed with the Installation as fol- lows: 1. The pipe connected 10 the sprinkler fitting should be cut so that the bot- tom face of the fitting is between 2-1/16 and 2-5/16 inch (52,4 and 59,0 mm) above the ceiling line. By using a 1/4 inch (6,4 mm) range for the "D" dimension shown in Figure A, the remaining 1/4 inch (6,4 mm) of adjustment can be used to com- pensate for the possible manufac- turing variations in the make -in of the sprinklers and the take-out of fittings (as permitted by ANSI B1.20.1). 2. Apply pipe thread sealant sparingly to the sprinkler threads only. Use of a Teflont based pipe joint sealant is recommended. 3. Remove the Protective Cap and then using the Model F874 Wrench, positioned as shown In Figure J, in- stall and tighten the F978 Sprink- ler/Mounting Cup Assembly Into the fitting. The F874 will except a 1-1/16 inch (27 mm) hex socket or a 1/2 inch rachet drive. Aller installing the Sprinkler/Mount- ing Cup Assembly, the Prolective Cap is to be reinstalled until the cats• t DuPont Registered Trademark ing Installation and finishing Is com- plete. The Cap is Intended to help prevent damage to the F978 Sprink- ler during ceiling installation and/or during application of the finish coat - Ing of the ceiling. Also, the tip of the Cap can be used to mark the center of the ceiling hole Into plaster board, ceiling tiles, etc. by pushing the ceil- ing product against the Cap. 5. After the ceiling has been completed with the 2.518 inch (66,8 mm) diam- eter clearance hole and in prepare - lion for installing the Cover Plate Assembly, remove and discard the Protective Cap, and verify that the Deflector falls freely. 0 the F978 Sprinkler has been dam- aged and the Deflector does not fall Ireely, replace the entire F978 Sprinkler assembly. 6. Screw -on the Cover Plate Assembly until its flange comes In contact with the ceiling. Do not screw -on the Cover Plate Assembly such that it will lift a ceiling panel out of its normal position. If the Cover Plate Assembly can- not be engaged with the Mount- ing Cup or the Cover Plate As- sembly cannot be engaged sufficiently to contact the ceil- ing, the Sprinker has been posi- tioned incorrectly and must be repositioned according to Step No. 1. CARE AND MAINTENANCE The F978 Sprinklers must never be shipped, stored, or used where their temperature will exceed 100'F/38'C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprink- lers that have been exposed to corro- sive products of combustion, but have not operated, should be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. NOTE Particular care to prevent over- heating must be exercised when storing sprinklers in cars, trucks, trains, or other vehicles on warm, bright sunny days. Care must be exercised to avoid dam- age 10 the F978 Sprinklers - both be- fore and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprink- ler that has a cracked bulb or that has lost liquid from Its bulb (Ref. Instal- lation Section). NOTES Absence of an Escutcheon Plate may delay the time to sprinkler operation in a fere situation. Before closing a fire protection system main control valve for maintenance work on the fire pro- tection system which it controls, permission to shut down the af- fected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected and maintained in accordance with the advice and suggestions given in NFPA 13, 13A, 13D, and 13R, as applicable. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. The F978 Sprinklers must only be re- placed with pendent sprinklers which are listed for residential fire protection service and which have the same nom- inal K -factor, the same coverage area, the same or lower flow ratings (as indi- cated under "Hydraulic Design Cri- teria"). All residential sprinklers Installed within a compartment (as defined by the NFPA) must have the same heal responsive thermal characteristic, and their temperature ratings are to be within 10'F of each other. NOTES Wet pipe sprinkler systems must be maintained at a minimum tem- perature of 40114'C. Exposure to freezing temperatures can result in bursting of the pipe and/or sprinkler. Do NOT enclose sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Automatic sprinklers are NOT to be tested with a heat source. Op- eration of the heat responsive ele- ment (Bulb) can result. Do NOT cleanse the sprinklers with soap and water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, —11— and larvae by gently brushing with a feather duster or gently vacuuming with a soli bristle (i.e., dusting) brush attachment. The minimum vertical clearance between the tope of free standing partitions, room dividers, cab- inets, storage racks, stock piles, etc., and the sprinkler deflector is NOT to be less than the clearance given below. Horizontal Distance Vertical from Sprinkler Clearance to Item, ft. (m) In. (mm) More than 6 (1,8) 24 (610) From 3to6 (0,9 to 1,8) 19 (483) Between 2 and 3 (0,6 to 0,9) 16 (406) From 1 to 2 (0,3 to 0,6) 13 (330) Less than 1 (0,3) 10 (254) Exercise suitable safety precau- tions in the use and storage of highly flammable and potentially explosive materials. The rapid rate of fire development and spread which can be caused by such materials can reduce the ability of the sprinkler system to aid in the control of a fire in which they are involved. REMODELING When remodeling, such as by adding false beams or light fixtures or chang- ing the location of compartment walls, first verify that the new construction will not violate the installation require- ments stated under WARNINGS. Alter the new construction and/or the sprink- ler system to suit the requirements of this document. ORDERING PROCEDURE Orders for the Model F978 Designer Residential Concealed Pendent Sprinklers must include the descrip- tion and Product Symbol Number (PSN) where applicable. Contact your local distributor for avail- ability. Sprinkler Assemblies: Specify: 4.2 K -factor, 155'F168'C, Model F978 Residential Concealed Pendent Sprinkler with (specify type finish) Cover Plate, PSN (specify). Palmed While Cover Plate PSN 51.978.0.155 Chrome Plated Cover Plate PSN 51.978.9.155 Contact your local distributor for availabilty. Product Symbol Numbers are not specified when ordering F978 Sprink- lers with a special painted finish for the Cover Plate. I1 is suggested that a color chip be provided when ordering special painted finishes. Otherwise, responsibility for duplication of the de- sired finish cannot be accepted. Separately Ordered Parts: Specify: Model F874 Sprinkler Wrench, PSN 56-976.1-001. Order for NFPA publications should be addressed to the: Publication Sates Department NFPA Delterymarch Park Quincy, MA 02269 Replacement Parts: Specify: (description) for use with F978 Sprinklers, PSN (specify). Sprinkler/Mounting Cup Assemblies are not available as replacement parts. Painted White 135'F157'C Cover Plate Assembly PSN 56.976.0.155 Chrome Plated 135'F/57'C Cover Plate Assembly PSN 56.978-9.155 Product Symbol Numbers are not specified for replacement Cover Plate Assemblies with special painted fin- ishes. Records are not maintained of previously ordered special painted fin- ishes. Therefore, it is suggested that a color chip be provided when ordering replacement parts with special painted finishes. Otherwise, responsibility for duplication of the desired finish cannot be accepted. LIMITED WARRANTY The manufacturer warrants for a period of one year from the date of sale (warranty period) That the product(s) sold hereunder are free from defects in material and workmanship. Our obligation under this warranty Is limited to repair or replacement, or, at our option, we will repay the price paid for the product(s), plus any transportation charge paid by the purchaser. In the case of replacement, we will pay the transportation charges to the location of the defective product. We must be given the opportunity to Inspect any product you believe to be defective. To make a claim under this limited warranty, you should contact our Sales Services Manager at (401) 886-3105. THERE ARE NO OTHER WRITTEN OR ORAL WARRANTIES. ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE LIMITED IN DURATION TO THE DURATION OF THE LIMITED WARRANTY SET FORTH ABOVE. The manufacturer does not assume any other obligation in connection with the sale of the product(s) by purchaser. This warranty shall not apply to any product(s) which have been installed in violation of written instructions furnished by the manufacturer, repaired or altered, misused or damaged, or not properly maintained. The manufacturer Is not liable for indirect, incidental or consequential damages in connection with the use of the product(s). Some states do not allow limitations on how long an implied warranty lasts, or exclusion or limitation of incidental or consequential damages, so the above limitations or exclusion may not apply to you. THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS, AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE, PATENTS The following patent is applicable to the Model F978 Residential Con- cealed Pendent Sprinkler: U.S.A. 6,152,344 WEIGHT The nominal weight of the Model F978 Residential Concealed Pendent Sprinkler is 7.2 oz. (204 g). ® Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03333 A lima INTERNATIONAL LTD. COMPANY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PIPE AND FITTINGS •• • tV.Z.-1AVAIkaiditS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Examine the proper lies that give The Copper Connection a total lob advantage.. In terms of installed costs and reliability 01 the mater iat, Il le chmce of copper provides significant benefits. COPPER'S EASE OF HANDLING Copper's combination of rigidity wilt Tight weight stakes both shipping and storing easier for the contractor. Copper tube is easier to handle. 11 does not have the fragility of plaslic, nor the weight oI steel. Unlike pias - tic alternatives, copper tube is unalloctod by exposure 10 sun- light, and can be stored on site without such concerns. Comparisons to stool in wall thicknesses and weights show another advantage of cop- per. Smaller pipe sizes can be used. which means greater economy and less overall weight Tor shipping, storing, figure 4. Comparalrve wall Thicknesses mitt weightsol cuing!! Tare vs steel pyre Typo M Copper Sch. 40 Sled Type M Copper t,.'•' 1 Sch. 10 Steei. l: Sch.'40 Steel 2 4 6 8 weight is Itasca on pounds per Mutat toot lir 2" dranwlor lube antUor py►o, including water. HANGERS, SUPPORTS, AND FITTINGS Copper systems require fewer hangers ancl sup- ports than do plastic piping systems because of the rigidity of copper. In general, al least ono hanger Is required for each horizontal tubo length Installed. For hanger spacing detail, see Table 5, page 10. Tube straps, U•hooks, or perforated straps aro all acceptable hangers where structural conditions permit. Flat iron (steel band) hangers, ring hangers, and clovis hangers may also bo employed and are made 10 copper lube sizes. Standard pipe size (SPS) steel band and ring .,lndting, and installing. Due to copper's installation flexibility. the choice uI IIeILI of shop u.ibricalion allows for free- dom in engineering design. Copper is ductile; it can be hent without producing kinks to Thr. lube or causing it to collapse. Bending in the field can be clone cold using hand tools, and shop gentling may utilize either (rand or power bending machines. Fafnir - Ilion oI Copper is puss• ible in a vary small work wren. Heavy pipe threading machines are replaced with portable, easyto• ls° hand tools, so job site cli anliness is laGllllalt'I!. hangers can also he used. Special plating or painting ill ferrous hangers is nol required when used with copper tubo since the potential for galvanic corrosion of Ito hangers is slight, except in wet or cot rosive atmos- pheres, for example, where special coated spt inklel s are required. Pressure fittings aro available in all standard Iuhe sizos and in a wide variety of patterns. Typically, wriil copper systems the fittings are smaller than in steel or plastics. Frlfuro 5. l ypicit hidings used in copper liro sprinkler Installations. 4 1 1 CSIMPLIFIED JOINING TECHNIQUES Copper tubo and fittings are joined metallurgically by soldering or brazing and aro leak -free due to the posi- Live metallic -bonded joints. Soldering and brazing are last and efficient methods of joining with standard torches and a variety of gases. facilitating high produc- tivity on Iho job site. There are also new electric resistance soldering and braiiiuj hand tools which employ healing electrodes for joining tubo and fittings. The tools are lightweight and should be considered when an open flame is a concern. 1 1 1 1 1 1 1 1 1 1 1 Buildings with 1.igIII I lazard Occupancies are often dosulned with severe mechanical space limitations. ' Copper's excellent properties not only ;plow smaller pipes to be used, but also allow the tube to bo bent to ' bypass obstructions if necessary. Connections are clean and easy, and can bo made in very light spaces. This becomes a significant advantage in retrofit installations, such as hotels where room vacancy must bo minimized. Frequently. details of the actual construction site may not exactly match the drawings. Last minute design changes may be needed. If copper is used, job changes 111 ale rarely a problem because the systole can bo adjusted in tile field to accommodate variations from the dans. Only changes that are within the limitations of oui hydraulic calculations should be made. humor, .Irr:Inc ii sistanco hand tools aro suitable fur soldering or br,rruujcoppor Who DEALING WITH SPACE LIMITATIONS 1 5 Futuro 7. I Iartd•1u!Id fool for pullrny outlr + . to quickly Iona lee connec- tions. Another advancement ii r twining technology is a hand tool designed to enable the quick pulling of tee connections and outlets, thus reducing Iho number el tee fittings and soldered joints. This state-oi•the•ar1 form- ing method shortens the lime needed to attach lee joints, and branches can be formed 4 to 5 lions Baster. Savings of IQ to 25% of onsite costs have been docu- mented. Finally, a copper system can be tested withou' immediately Ater it has been completed, If a leak does occur, the system can be either drained or quick-frozen in the area of the joint and promptly repaired. Figure 0. Copper coot easily loo worked l0 61 into Iryhl areas and aroiuur other fixtures. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Y 'I Tho assured porlormanco offered by copper fire sprinklor systoms is important to ovoryono Involved— Iho architoct/engineer, tho building owner, the contrac- tor, tiro insuror, and firo service personnel. Coppor tubing oxhibils oxcollont rosislance to damage from intornal and external corrosion. It does not develop internal surface roughness or experience a gradual narrowing of Iho passage caused by internal corrosion. The potential for plugging of sprinklor head orifices and small diameter branch limosis significantly roducod with copper tubo since the normal thin, protec- tive corrosion film on Iho lobo born does not flake off. This also reduces Iho nood for poriodic mainlonanco flushing oporations. Coppor is also highly resistant to oxternal sources oI corrosion, including exposure to moisture, most chemical fumes, process vapors, and similar alrnosphoros. Tho superior flow capacity of coppor permits roducod cross and food main sizing in tnany GPM Flow (5 psi/100 ft.) 00 a hytll autically calculated systems. In pipe schodufo sys- tems this advantacto is rolloclod in the incroasr' 1 number of sprinklors pormittod by applicablo standard!. !or cop- por lines of Iwo -inch and largor. Furthorrnoro. NEPA rocognizos Iho use oI N+ inch copper litho in sprinklor applications while lho minimum sizo roquiro noiiI for stool pipe is ono inch. Copper is an inhorontly sale material. II will nol burn or support combustion, nor (loos 11 docornpose to toxic gasos. Also, it will not carry lire through floors, walls and ceilings. A coppor system maintains its integrity and abil- ity to cm ry water where planned when exposed in n tiro situation. Coppor lobo will not dotoriorato with age or become embrittlod and fail, but remains offoctivo for tho lifo of the installation. Should any part of Iho syslor,1)0 damagod, it can bo ropaired quickly and easily, ohs ++ by soldoring or brazing in a now piece. Tees for new sprin- kler drops can also bo mechanically formed in place using hand tools. Pipe Material Flow Capacity 70 --- GO --- 50 -- 40 30 20 -- ■ Copper 1 11/4- Nominal 1/"Nominal Pipe Size - CTS l-1 Polybutylene 1r/z„ 2" 17 Sch. 40 Steel Fiume 9. Comparison of Flow Capacities in 3 common typos of pipo. 6 e 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 CONTENTS 1. Physical Characteristics of Copper Tube 2. Friction Loss Tables 3. Friction Losses: Fittings and Valves 4. Tube Bending Guide 5. Hanger Spacing G. I;gager Sizing 7. Soldering and Brazing Inir 8. Material Specifications 1. Physical Characteristics of Copper Tube Throe types of seamless drawn coppor tubing aro currently accoptod by lho NEPA (Section 3.1.1.4) for use in fire protection systoms: Typos IC,L and M. For all throe typos, the outside diameter is equal to Ilio nominal diam- eter p11us'1„ inch. 1fowovor, wall thicknossos (and thus inside dianiotors), vary. Typo M coppor tubing has lho !flintiest wall and is also Ilio !oast costly. Typo L is Ilio second thinnest. Typo K tubing is not widely usod sinco it has Iho sniallost inside diameter, and the greatest cost. Typos L and K aro used whore bending is required. For somo applications whore copper tubing will be usod for larger diarnotor linos (111.1 inches and up), lho Tablo 1 Physical clic ;,clorislics of coppor lobo, typos L rind M. local code authority may be consulted rerlarding poss- ible use of Typo DWV tube. This tubo has slightly thinner walls than Typo M and, thus, copper may provide even better economy for some applications. When using Type DWV for spritikter applications, pressure typo fillings Snot DWV fittings) must bo used. All coppor lubo is available in drawn (haul) temper in straight longlhs (ordinarily 20 fool long). Typos K and L are also available in annealed (soli) temper which come in either 20 fool straight lengths or in 100 fool coils for sizes Llp 10 1 inch and 45 fool coils for sizes up to 2 inches, SIZE (inches) 0.D, (Inches) I.D. (Inches) L all WALL THICKNESS (Inches) CROSS SECTION OF GORE (Inches') WEIGHT (lbsiit) TYPE L M 1 M L M L D ir0.875 0.875 0.785 0.811 0.045 0.032 0.484 0.517 0.455 0.328 1.125 1.125 1.025 1.055 0.050 0.035 0.825 0.874 0.855 0.485 1% 1.375 1.375 1.285 1.291 0.055 0.042 1.257 1.309 0.884 0.882 t'h 1.825 1.825 1.605 1.527 0.080 0.049 1.770 1.832 1.140 0.940 2 2.125 2.125 1.985 2,009 0.070 0.058 3.005 3.170 1.750 1.460 2% 2.625 2.825 2,485 2.495 0.080 0.065 4.773 4.890 2.480 2.030 3 3.125 3.125 2.945 2.981 0.090 0.072 8.613 8.980 3.330 2.880 4 4.125 4.125 3.905 3.935 0.110 0.095 11.978 12.183 5.380 4.860 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2. F. ictioi GPM 15 2 25 3 35 4 45 5 55 6 65 15 e 85 9 95 I0 105 11 11 5 12 175 t3 +3 5 14 145 15 16 11 16 19 70 21 72 73 24 75 711 2/ 28 29 30 1. M .001 .001 ,003 .003 .005 .004 .006 .006 .011 .009 .014 .012 .018 .016 .022 .019 .027 .023 ..032 .028 .038 .033 .044 .038 .051 .043 .056 .049 .065 .055 .073 .062 .061 .069 .069 .076 .098 .084 .107 .092 .117 .100 .127 .108 .137 .117 .146 .126 .169 .136 .171 .148 .183 .156 .195 .166 .206 .177 .234 .200 2621.223 795 248 371 274 351 107 787 .1.10 472 J6'1 45n .791 495 423 534 456 5/4 4911 656 575 659 56? /03 6150 148 6.111 L M .001 .001 .001 .001 .002 .002 .003 .003 .004 .003 .005 .004 .006 .005 .007 .006 .009 .006 .010 .009 .012 .010 .014 .012 .016 .014 .018 .015 .020 .017 .022 .019 .024 .021 .027 .023 .020 .025 .032 .026 .035 .030 .037 .033 .040 .035 .043 .038 .047 .040 .050 .043 .053 .046 .057 .049 .064 .055 .071 .062 .079 .069 .060 .078 .098 .064 .105 .092 .118 .100 .525 .108 .135 .117 .148 .127 .117 .138 .166 .54e .180 .166 .192 .167 .204 .577 I'1.- L M .001 .001 .001 .001 .001 .001 .002 .002 .002 .002 .003 .002 .003 .003 .004 .003 .004 .004 .005 .004 .006 .005 .008 .008 .007 .006 .006 .007 .000 .006 .010 .009 .011 .010 .011 .010 .012 .011 .013 .012 .015 .013 .016 .014 .017 .016 .010 .016 .019 .017 .020 .010 .023 .021 .026 .023 .020 .026 .031 .029 .035 .031 .038 .031 .041 .037 .045 .041 .048 .044 .052 .047 .056 .051 .060 .055 .064 .058 .069 .062 .073 .066 Table 2. Friction loss (psi). per lineclr foot lo0 Velocity: ❑ 0-10 Leet per second n 11-20 feel per secu5111 5. M .001 .001 .001 .001 .00t .001 .001 .001 .005 .001 .002 .001 .002 .002 .002 .002 .002 .002 .003 .003 .003 .003 .003 .003 .004 .003 .004 .004 .005 .004 .005 .005 .005 .005 .006 405 .006 .008 .007 .000 .007 .007 .008 .007 .008 .008 .009 .008 .010 .009 .011 .010 .012 .011 .014 .013 .015 .014 .016 .016 .016 .017 .019 .016 .021 .019 .022 .021 .024 .022 .020 .024 .028 .026 .030 .026 .031 .029 2• 1. M .005 .004 .001 .001 .001 .001 .001 .001 .001 .005 .001 .001 ,001 .001 .001 .001 401 .001 .005 .001 .001 .001 402 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .003 .002 .003 .003 .003 .003 .004 .003 .004 .004 .004 .004 .005 .004 .005 .005 .005 .005 .006 .005 .006 .006 .007 .000 .007 .007 .006 .007 .005 .000 GPM 31 32 33 34 35 30 37 38 39 40 41 42 41 44 45 40 47 48 49 50 55 52 53 54 55 50 51 58 59 60 61 62 61 64 65 66 67 60 69 70 71 72 73 74 75 1• 1 M IY." 1 M 17,' 1 M 2• 1 M 2'1,• M 3" L M 217 188 .070 .070 .033 .031 .009 .008 .003 .003 .001 .005 730 700 .083 .075 .035 .033 .009 .009 .003 .003 .001 .001 743 212 .067 .079 .037 .035 .010 .009 .003 .003 001 .001 251 224 .092 .064 .040 .037 .010 .010 .004 .003 .002 .001 771 738 .097 .066 .042 .039 .011 .010 .004 .004 .002 .001 286 248 .103 .093 .044 .041 .011 .011 .004 .004 .002 .002 305 265 .106 .090 .046 .043 .012 .011 .004 .004 .002 .002 316 215 .113 .103 .049 .045 .013 .012 .004 .004 .002 .002 332 Inn .119 .108 .051 .048 .053 .013 .005 .004 .002 .002 348 302 .125 .113 .054 .050 .014 .013 .005 .005 .002 .002 3614 316 .131 .118 .050 .052 .015 .014 .005 .005 .002 .002 380 330 .137 .124 .059 .055 .015 .014 005 .005 .002 .002 397 315 .143 .129 .001 .057 .018 .015 .006 .005 .002 .002 415 360 149 .135 .084 .059 .017 .016 .006 .005 .002 .00? 432 375 555 .140 .007 .062 .017 .016 .000 .006 003 .002 45($ 395 062 .146 .069 .065 .018 .017 .006 .006 .003 .002 468 40? 568 157 .072 .087 .019 .050 .007 .006 .003 .003 487 473 175 558 .076 .070 .019 .010 .007 .009 .003 .003 506 440 182 564 .078 .013 .020 .019 .007 .007 .003 .003 525 456 188 171 .081 .075 .021 .020 .007 .007 .003 .003 545 473 5446 571 .004 .076 .022 .021 .008 .007 .003 .003 565 491 703 .584 .001 .061 .023 .021 .005 .007 .003 .003 585 508 210 5941 .090 .084 .023 .022 .006 .000 .003 .00) 605 526 277 59/ .093 .067 .024 0'3 .006 .000 .004 .003 .626 544 275 204 .098 .090 .0e5 .024 .009 .006 .004 .003 048 5513 732 255 .100 .093 .020 .024 .009 .009 .004 .004 .669 581 7411 718 115.1 1096 .027 .025 .009 .009 .004 .004 691 600 748 775 51(1 099 020 .026 .010 .009 .004 .004 .713 .620 256 2.17 550 502 .020 .027 .010 .009 .004 .004 .736 .639 264 239 153 1171 .029 .020 .010 .010 .004 .004 759 .659 772 247 157 Ing .030 .029 .011 .010 .004 .004 .702 .679 281 754 570 557 .031 .029 .011 .010 .005 .004 805 .700 289 262 574 156 .032 .030 .011 .011 .005 .004 829 120 290 770 178 15u .033 .035 .012 .011 .005 .005 653 ,741 .106 2/2 5.11 122 .034 .032 .012 .011 .005 .005 618 .763 315 785 13s 576 .035 .033 .012 .012 .005 .005 902 .784 .124 79.1 139 1.311 .036 .034 .013 .012 .005 .005 927 .506 33/ 112 14.1 1:13 .037 .035 .013 .012 .005 .005 953 .828 342 .110 147 5.1/ .036 .036 .013 .013 .006 .005 970 850 311r 31n rsr 540 .039 .037 .014 .013 .006 .005 673 361 327 555 144 .040 .036 .014 .013 .000 .006 .098 .170 3.15 5119 5445 .041 .039 .014 .014 .006 .006 919 380 .34 4 161 557 .042 .040 .015 .014 .006 .006 .942 389 353 161 rs6 .043 .041 .015 .014 .006 .006 .966 399 765 111 5545 .044 .042 .015 .015 .007 .006 4• L M .001 .001 .001 .001 101 401 .001 .001 .001 .001 .00I .001 101 401 401 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 401 .001 .001 .001 .001 .001 .005 101 .001 .001 .001 .00I .001 .001 .001 .001 .001 .001 .001 .001 101 401 .001 .001 101 401 .001 .001 401401 .001 .001 102 .00I 002 .002 002.002 1102 .002 4 0 1 1 1 1 1 1 1 1 Loss Tables L CM copper tube, with "C factor" = 150' 1 1 1 1 1 1 1 1 0 El21-30 feet per second J > 30 feel per second GPM 16 71 18 79 941 61 82 83 84 85 86 87 88 89 90 91 92 93 94 9S 96 97 98 99 100 105 110 115 120 175 130 435 140 145 150 160 170 160 190 200 210 770 230 240 250 ra• L M 419 3/41 4)0 :/4 424 3119 414 .1'18 4511 401 4611 411 410 426 4001 4.16 492 j 4401 :03 456 :.14 461: 5?5 .416 536 .466 546 .490 559 ,500 511 .517 582 521 594 .538 608 549 010 560 630 .511 642 582 655 .593 661 604 679 815 .144 .074 .811 .734 600 ,767 .952 .062 1 930 194' L M 175 164 16(I 168 184 177 18'1 116 19) 1811 091 081 210? 1811 707 192 701 191 716 201 721 206 715 200 730 214 275 719 240 224 245 228 750 233 75S 7.18 76(1 742 265 247 2141 752 716 251 281 262 286 267 29? 212 319 291 318 374 .178 357 .4091381 .441 .411 .474 .441 508 .473 543 506 580 .540 617 .575 696 .646 .778 .725 .005 .000 .950 .091 .079 2• L M r1, - L M 3- L M 4• L M .046 .043 .047 .044 .046 .045 .049 .048 .050 .047 .051 .048 .052 .049 .054 .051 .053 .052 .056 .053 .057 .054 .059 .055 .060 .050 .061 .058 .062 .059 .064 .060 .005 .061 .000 .002 .060 .064 .009 .005 .070 .006 .072 .068 .073 .009 .074 .070 .070 .011 08.71016 090 085 098 09.1 106 000 114 108 173 076 137 124 141 13.1 150 142 160 151 161 110 20? 191 225 212 746 7.14 713 251 299[78? .376 .307 354 .333 .383 .361 .413 .369 .010 .015 .001 .008 .002 .002 .016 .015 .00/ .000 .002 .002 .017 .016 .007 .007 .002 .002 .017 .016 .001 .001 .002 .002 .017 .018 .007 .001 .002 .002 .016 .017 .008 .007 .002 .002 .016 .017 .008 .007 .002 .002 .019 .018 .000 .007 .002 .002 .019 .018 .000 .006 .002 .002 .020 .018 .000 .008 .002 .002 .020 .019 .000 .008 .002 .002 .020 .019 .009 .008 .002 .002 .021 .020 .009 .008 .002 .002 .021 .020 .009 .006 .002 ,002 .022 .020 .009 .009 .002 .002 .022 .021 .000 .009 .002 .002 .023 .021 .010 .009 .002 .002 .023 .022 010 .009 .002 .002 .024 .022 .010 .009 .003 .002 .024 .023 .010 .010 .003 .002 .024 .023 .010 .010 .003 .003 .025 .024 .010 .010 .003 .003 .025 .024 .011 .010 .003 .003 .026 .024 .011 .010 .003 .003 .026 .025 .011 .010 .003 .003 .029 .027 .012 .011 .003 .003 .031 .030 .013 .012 .003 .003 .034 .032 .014 .014 .004 .004 .031 .035 .010 .016 .004 .004 040 .038 .011 .018 .004 .004 .043 .040 .011 .017 .005 .004 .040 .043 .019 .010 .005 .005 .040 .046 .021 .019 .005 .005 052 .049 .022 .021 .000 .005 .056 .053 .023 .022 .006 .006 0671059 .026 .025 .007 .006 070 066 .030 .029 .007 .001 018 074 .033 .031 .006 .000 006 087 .036 .034 .009 .Osl1) 095 091 .040 .031 .010 .010 004 098 .044 .041 .011 .011 103 1(17 0161_045 .012 .012 173 116 052 049 .013 .013 133 126 1.156 053 .014 .014 141 035 060 051 .015 .016 GPM 260 270 260 290 300 310 320 330 340 350 360 370 380 390 400 410 470 430 440 150 460 410 490 490 500 510 520 530 540 550 500 570 560 590 600 610 620 630 640 650 660 670 660 590 700 9 2' 2'1.' 3- 4• L M L M L M 1. M .444 .418 l..1 1.01 065 060 .010 .016 ,470 .449 066 056 0101 0016 .0140 .017 509 .400 177 067 075 07,1 .019 .018 543 .512 189 178 079 1175 .020 .1' 717.81.645 201 1911 085 080 .021 .1.0g. .614 .619 2141202 090 085 .023 .022 .651 .614 .227 .214 095 090 .024 .023 .609 .650 .240 .226 101 095 .026 .025 .729 .687 .254 .239 107 101 .027 .020 .769 .125 .266 .252 113 006 .028 .027 100 .704 .282 .208 ,119 117 .030 .029 .852 .0 04 207 .200 175 116 .032 .030 .895 .844 .302 .294 131 021 0101.032 .039 .660 .327 .308 136 0.10 035 031 .904 .928 .343 .323 144 136 036 035 972 .359 .330' 151 147 038 14J1 .375 .354 158 149 1140 036 .392 .369 16S 055 (142 0440 .409 .385 .1721 062 044 042 .426 .402 .179 .169 04'1 041 747112 .107 .178 0.' 016 .402 .436 .194 .163 04 .460 .453 .202 .190 .051 049 .499 .470 .210 .190 053 051 .018 .466 .218 .205 055 0153 .637 .607 .226 .213 057 05S .657 .625 .234 .221 059 057 .677 .644 243 279 061 054 .697 .663 .251 .237 064 061 .018 .6493 .260 .245 066 06.1 .039 .602 .269 .253 068 065 .660 .122 .278 .282 070 06.8 .682 .013 .267 .270 013 070 .701 .603 .298 .279 0075 07? 710 .604 .305 .280 077 014 740 .703 .315 .297 080 017 .771 .727 .324 .306 1162 079 .794 .749 .334 .315 065 080 .818'.777 .344 .324 08? 061 .842 .793 .354 334 090 00001 .866 .810 364 343 092 089 .090 .839 .374 .353 09S 091 .906 .603 .385 .383 091 094 .940 .060 .395 .372 0000 096 .965 .010 .107 .30-3 003. 1199 ----1� 777'- 0PM 110 770 730 740 150 760 770 780 790 B00 010 870 830 840 050 060 670 660 890 900 910 920 930 940 950 960 970 980 990 1000 3' L M .417 .392 .428 .103 .439 .413 .450 .424 .401 .435 .473 .445 .484 .456 .490 .407 .508 .478 .820 .400 .532 .601 .644 .513 .550 .524 .660 .630 .581 .540 .594 .560 .007 .512 .020 .584 .033 .606 .040 .000 .859 .822 .073 .634 .666 .047 .700 .660 .714 .073 .728 .086 .742 .009 .760 .713 .771 .720 _785 210 L M 04', 10; 11110 104 101 10. 04 1110 117 11: 5701 115 .123 .118 .125 .121 .128 .124 .131 .077 135 .130 .136 .133 .141 .136 .144 .139 147 .042 .150 .145 .154 .140 .157 .151 .160 .154 .104 .150 .161 .11 .170 .164 .074 .167 .177 .170 .101 .174 .104 .117 .166 .181 .191 .184 .195 .106 .169 .191 • Ilncad nn 4lntrn W.OrOaa 11)111nln 1'.457(7'"'• 1:1 n•,11'wr W11148 10111101110c),11.01101 !mono fool 0 . How. 11 it .•i 40 nvr. nf0�I1Y, 4111)111).5 C • 4nlclnnl.1511 3. Friction Losses: Fittings and Valves ' Table 3. Allowances for lriclion Toss in linings and valves oxplossod as equivalent length 01 tubo (leen 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ Fining Sire (inches} Sid, Ells e0• e5• 90• Tess branch run Coupling Oats Volvo Globe Volvo 11. 1.0 1.0 2.0 0.5 0.5 0.5 10 1 2.0 1.0 2.0 0.5 0.5 0.5 12 11/4 2.0 1.0 3.0 1.0 1.0 0.5 10 1'h 2.5 1.5 3.5 1.0 1.0 0.5 23 2 3.5 2.0 6.0 1.0 1.0 1.0 29 21/4 4.0 2.5 6.0 1.5 1.5 1.0 33 3 5.0 3.0 7.5 1.5 1.5 1.0 40 3111 6.0 3.5 9.0 2.0 2.0 1.0 50 4 7.0 4.0 10.5 2.0 2.0 1.5 63 4. Tube Bending Guide Table 4. (lending guide Inr topper tube' Tube Tube Site Type {Inches} v. K.I. K L K K,L Temper Mln. Bend Type of Radius Bending (Inches) Equipment i• •1 Annealed Annealed Annealed Drawn Drown 3 4'h 6 3 4 Lover or oar typo None; by hand None; by hand Gear type Heavy duly gear type K,L K,L Annealed 4 7V1 Gear typo None; by hond Annealed 9 5. Hanger Spacing Tattle 5. Ilanrlor spacing Tube Sire (inches) Horizontal run Hanger splicing (lase '/. 3 1 8 174 3 1'11 10 233 12 410 9 15 None; by hand 1111 1'A 1.1 !: .1 1 1 !Allow, , 1 I4x1l .led1 1114114.1 Udo• 141 I'A 1'1111..,.. 11,,1e•,14 l..0.. un 1.•n.14141 114114'+ 14114. ••1 WNrn 1.''l' i1' I,1.1a 111./11.1. 4+1441,•11...'. ,411'..'.1 1110 f•1d.1141,,,1y.1.'4 ..I4N111 I4•10.41I'I.1•. .0 I4•'. I.'.. 411.1111110 n14+411141+14•+1.I 1.110.11% 4411.611 6. Hanger Sizing Table 6. I {anger sizing Copper Tube SPS Steel Gond or Ring Hanger Tube Size (Inches} Nnminel 0.D. (Inches} Size (inches) Minimum I.D. (Inches} Vi` 1 1% 1'11 2' 0.675 1.125 1.375 1.625 2.125 V, or sl. N.or 1 1 I'1. 2 0.040 or 1.050 1.050or1.316 1.315 1.660 2.375 1 Alleve 2 411[11, +lin Ihn soma 1 I'S 1111114101 foie et 111.1141,0 Sq. 1 1 1 1 1 1 1 I e 7. Soldering and Brazing informatics 1 oak NFPA 13 (Section 3.1.1.1) recognizes the use of 95.5 U.ilin-antimony solder for the joining of wet -pipe copper lire snrinklor systoms and NFPA 130 (Section 3-3,6) permits the use of 95.5 lin-antimony or 50-50 tin -lead solder for lho joining of rosidonlial wet -pipe copper fire sprinklor systems. For all copper systems, NFPA 13 (Section 3.12.4) rocognizos the use of lillor motels for brazing which withstand highor tomporalures and develop high strength characteristics. NFPA 13 (Section 3-1.1.1) allows the use of RCuP-3 and DCuP-4 brazing filler metals. For moro information, rotor to AWS A5.8, ("Specification for Brazing Filler Metal"), American Welding Society, Miami, Florida. Excellent rosults are attained in using a non-aggres- sive soldorina or brazing Ilux which should bet applied sparingly in a thin, even coating to both tub© and lilling, Tho fluxes used in brazing are dif lerent in composition 10 soldering fluxos and should not be used inlorchangeably. 1 1 1 1 1 1 1 1 Table 7. Typical consurnplion of solder pot 100 joints Tubo Size (inches) Solder. (pounds) l','^'ife bT`;t!!� :1r;1' 'r.`'"., 'Vii Y,1'h,. �2: 2'/. '3 • . 4 $4,76` l -'.7s, "`,1."''1. 2' "2.6 3 , 4 AN?to e , co siror uIagds e andr losi lor lube slueoin s and Includes to 2 -Inch and 26% to ance of 2'1,- , t Inch and larger. Flux rsquIremenla aro usually 2 -ounces per pound S.,+o1 solder.;:,;,;' , . . , . CAUTION Caroloss wo+ltrtrnnship, ospocinlly during flux opplicnduns, can rosinf in corrosion of Iho rube Iun1 alio, Ilio loo spror.lor system has Goon insfnNed 11 oxcossivn MIX Is 11s011, rho 10s11,110 insole Iho 0,110 Cafl cnuso ro,rusinn. !rr nn axl+nrron Case. such,ns,dun! lfdx Con nchmlly 1011(1 to (>nrl0+nhnrl Ihruugh Iho 111110 wall c. nu song leak - ago. Tv guard ngain sf 11ns dnngn,. of is un)t0rtnnl (1)10 ch00sa a flux (haf ,s uol run counsivo, and (7) fn use only fho nwomurn nrnounf actually nooclod to rnnko fho ponl. 8. Material Specifications D Table 8 Spocilicatinns for tubo, Ittlings, soldors and brazing alloys Materials Applicable Specification or Standard Seamless Copper Tube Seamless Copper Water Tube (Types K, L and M) General Requirements for Wrought Seamless Copper and Copper-AIIoy Tube Copper Drainage Tube (DWV) Cast Copper Alloy Solder Joint Pressure Fittings Wrought Copper and Copper Alloy Solder Joint Pressure Fittings Cast Copper AIIoy Pipe Flanges and Flanged Fittings Brazing Filler Metal (Classification I3CuP-3 or BCuP-4) Solder Metal (95.5 Tin -Antimony, AIIoy Grade Sb5) (50-50 Tln•Lead, ',Hoy Grade Sn50) i ASTM1175 ASTM B 86 • ASTM B 251 ASTM B 306 ANSI/ASME 816.113 ANSI/ASME B16.22 ANSI/ASME 816.24 ANSI/AWS A 5.6 ASTM 1332 ANSI: American Nasional Standards Instilulo, Inc., 1430 Broadway, N.Y., NY, 100113, ASME: Tho American Society of Mechanical Engineers. 345 E. 47 SI., N.Y., NY. 10017. ASTM: American Society for Tossing and Materials, 1916 'lace Si., Philadelphia, PA. 19103. AWS: Amor inn Welding Society, 550 N.W. Ledeune flood, Miami, FL, 33126. 11 607 -2 -LT - 90° FITTING ELL Fig. x C Long Radius 4y 10 t. Deb l , r • ti: Nominal Dug Site Qty. }• 13 - ApproM. 01m. Dim. Net WI. 0 C 1,N 50 .01 '340 1/2 1/4 50 .02 rr/31 "At i 0 100 .04 1'/g '/e 3/g x 1/2 50 .07 1'/e I$/1• 1/1 50 .00 14/16 13/31 1 1/7 x ] --- .06 1s/Is 'Mc 1 1/2 x is - .03 11/e 54 s/a 50 .10 11l/i6 1 3/4 25 .16 1's/Ia 11/6 34 x 1 10 .19 115/16 11/. 1 1/e 10 .23 2'/,6 111/37 1 . 10 .31 21/2 121/31 1 x 3'4 10 .20 2% 1% 1 A 5 .40 279/37 1% 11/2 5 .59 213/J2 21/4 11'/1 x 11 5 .50 3,/,6 21/42 2 ..... ... 25 1,17 4,1/42 231/32 ;'t/1 10 1.96 51/47 3"/16 '1 10 3.10 53/4 4% 31/7 - 5.56 71/42 51/4 4 -- 7.00 0'/,4 52s/32 607-2-2 -- 90° FITTING ELL Ftg. x Ftg. Closo Rough Lo Nominal 0u■ Cln. Appros. Dion, Site Qty. QIy, Ile, Wt. 0 100 1000 .04 1'/I6 3/4 25 500 .12 10 100 .20 17457 607-2-2 -- 90° FITTING ELL Ftg. x Fig. Closo Rough (Conllnued) Nominal Do', Ctn. Appian, Dim. Site Qty. QIy. /lel Wt. 0 11/4 5 50 .33 .2% 11/2 5 50 .46 7'1'32 2 - - .01 231/42 2.1/2 2 15 1.31 3%,i6 3 1 10 2.05 3''/I.6 607 -2 -2 -LT - 90° FITTING ELL Ftg. x Fig. Long Radius Noris/nal fi 13 Doi Cln, Apprae, 01m. Site Qty. QIy. Nei WI. 11 50 .01 1146 50 - .02 tt/.0 50 --- .04 11/4 50 - .00 1''/16 25 -- .10 1 t'/,. 25 -- .16 115/,6 10 -- .23 21/10 10 -- .31 21/7 6 50 .40 221/42 5 50 .50 3Y/32 - 25 1.17 4;',t 1 10 1.96 .l1l/32 1 10 3.10 571/42 lfaclery ophun-Consul) feclory ler nrnHmurn oiler quenti146, 600 Serles-Wrol, 700 Serl.s-Cast. r, HWY) I1'Ir /re KIIAnr INnIANA 11 A A 1 Wrot & Cast Pressure 707.2-3 -- 90° FITTING ELL Flog. x F Nominal Roo Approx. Dlm, Dim. 512. QIy. NeI WI. 0 £ 25 .17 1%6 1'/I6 25 .26 1s/1i 1 10 .49 125/32 119/32 707-2-4 - 90° FITTING ELL Fig. x M n I . nndnal Box Approx. Dlul. Dim. Slr. Qty. Net WI. B E ';, 50 .08 '/, 2542 ,,' 25 .13 1'/16 1%2 1,:i 25 .24 1x/16 1%2 1 . 10 .47 12'/32 11x/%7 11/4 . .. 10 .72 2 1"42 1I/1 5 .80 2'42 2 2 - 1.53 2%6 2542 ;'07-3 --- 90° ELL C x F Nonoral Box Ctn. Approx. Olm. Dim. 5111 111y, (My. Nel Wt. C E 1/4 50 - .06 1M2 °/06 34. 50 - .09 //,6 11/11 >;ti x , i 50 - .21 "/32 1342 tluhuy moon. CIu,6 II Iat.lury lot nnrumnrll mho qudnNUe6 707-3 - 90° ELL C x F (Continued) Nominal Box Ctn. Approx. pint. pint. Slee Q31y. Qty. Nal WI. C £ 3/a x '/2 50 -- .13 9/16 , 3/l 6 3/e x 'h 50 --- .07 % "/32 '/2 50 500 .11 %6 3/a 1/2 x 3/4 25 250 .20 "/,6 I%6 1/2 x 3 ..... 25 500 .09 1/2 13/16 1/2 x 1/1 .. 50 - .09 % 2342 3/4 25 250 .19 "/,6 1 3/. x 1 m ... 5 -- .64 1%6 11/2 3 x 1 10 --- .35 "A6 1% ?'a x '/2 25 250 .19 9/36 "As 1 10 100 .44 242 11/4 1 x 1 1 5 -- - .63 '5/16 1s/16 1 x 3/4 10 - .33 "/I6 Pim 1 x 1/2 10 - .26 V16 1'/r 1" 10 100 ,71 1 11/2 11/4 x 1 10 - .53 Wu. 1'/, 6 11/4 x 3/a 10 - .4 4 9/I 6 111/i 6 11/4 x 1/2 10 - .36 15/» 1% 11/2 ...... 5 50 .91 1'/y 1V, 2 -- 25 1.46 1% 1N6 121/3 -- -- 2.60 1'/7 23/4 13 - - 3.65 13 31,16 14 - - 7.31 21/4 31S% 15 ....... -- - 18.70 314 41/2 16 ....... - -- 30.50 311/16 51/2 707-3-5 -- 90° MOP ELL C x F ri Nominal Box Ctn. Approx. Mon, nim, Oim. 51'. QIy. Qly. Neil Wt. A C E 34 50 500 .12 "/37 '/16 "/6 3/6 x V 50 500 .18 11/32 V/16 13/16 1/2 25 250 .14 13/32 s/,6 rel Vw x 3/4 25 250 .27 "42 15/6 1 1/2 x 3 50 500 .11 3J 1/2 "Ai " 25 250 .24 '?/32 "/16 1 3/a x'/2 25 - .24 '>/32 %6 I% 1 10 16) .49 64 +3/22 11 108 811166--Wrot, 700 96tlu-Gail. NI(lrn IN( IFI 1<IIP 11• 1rintnrin 111-;n 17 .707-5 - 90° DROP ELL C x C 1 Nominal Dox CIn. Approx. DIm. DIm. Slas 01y. flly, Nul WI. A C % 50 - .08 II/]: 5/I6 1/ 50 500 .09 13/ 7//6 116 10 200 .23 17/32 9/r6 707-5-A -- HY-SET ELL C x C D Nominal not C.In. Approx. Dim, Dim, Dim. 51,s 01y. thy. Nrl WI. A C D . . 25 250 .10 10 200 .21 707-6 - 90° UNION ELL C x C Norl,lrlal Sin .6 25 .17 "Ai 5.46 '/r .. 25 .24 1 1/16 31.4 10 .39 117/]: 'A6 1 5 .67 1?1/12 23/,2 11/4 . ... ... 5 1.07 11%3 r/. 111/: - 1.45 2'/,6 1 12 -- 2.70 21/2 11/ 31/32 'A 6 11/] 1 S/16 'A6 '/16 Dor Approx. I,,,.,. Dim. Oly. Nel WI. A C 'WWI COMM -Ari ulna dum% air Col l.oppur /My only, 708 -- 90° FLANGED SINK ELL C x F ni Nominal Dor Cln. Approx. Dim. Dim. DIm. Sias Qty. Cly. Net WI. A C !: I 1/2 25 250 .20 % 9/16 13/4 3/. 10 -- .28 1 11/6 13/4 764 --DOUBLE ELL CxCxC LI � Nominal 1.1 Sias 00 Dox Oty. f C C Approx. Dim. DIm. Nut WI. C D 1x3x34 5 .33 3'a 21/x: Fitting Reducers 600-2/701-2 - FITTING REDUCER Ftg. x C - .1 ■ 1 i• 600-2 701.2 Nominal Dox Cln, Approx. Dim. Si,. thy. Oty. /hi WI. A • 1/s x 141 O.D. 50 1000 .01 1►/2: • 1/4 x 1/a 50 1000 .01 16hr • 31, x 1/4 50 -- .01 'hi • % x 1/Ir 50 - .01 11/»2 • 1/2 x 3/9 100 2000 .03 11A 6 • 1 x 1/4 50 1000 .02 2%2 • % x 1/2 50 1000 .04 12/16 • 5/e x % 50 - .04 2%: • s/s x 1/4 50 -- .03 31/3: ' 3/4 x %e 25 500 .06 1 • 3/4 x 1/2 25 500 .06 11/22 • 3/4 x 3/a 50 - .05 11/. ?h x 1/4 50 1000 .05 1'/22 tP dclory option-ConIutl factory for mounutm order qusnnlies 100 Series-WroI, 700 Serlee-Cosl. NIBCO INC,IELKI~IARRT, INDIANA, U.S.A. 10 1 !vNiBC01 1 1 1 1 1 1 rot & Cast. Presiure 600-2/701-2 -- FITTING REDUCER Ftg. x C Nominal (Continued) Dori Cln. Approx. Dim. Site Oly. Qty. Net WI. A •1 x 3/4 25 250 .11 11/4 '1 x S„ 10 200 .09 15/16 ' 1 x '/2 25 500 .09 11/4 • I x ? i 25 500 .00 1'/32 ' I N x 1 25 250 .15 15/,6 ' 11/4 x 3/4 25 250 .16 11/ ' 11/4 x 1/r 25 250 .13 11%2 • 11/2 x 1'/4 10 100 .22 11%2 '11/2 x 1 10 100 .21 121/32 '11/2 x 3/4 10 100 .20 11%e ' I I/2 x 1/2 10 100 .16 116/32 '2 x 11/ 5 50 .41 129/32 •2 x 114 5 50 .34 21/22 '2 x 1 10 100 .36 17'/32 '2 x 3/4 10 100 .35 11/6 '2 x 1/2 10 -- .34 129/32 ' 21/2 x 2 -- 40 .65 12%2 ' 21/2 x 11/ -- 50 .65 25/x2 '21/2 x 11/4 - 50 .60 2%2 ' 21/2 x 1 --- 60 .70 2%2 • 3 x 21/ - 25 1.03 2'/e '3 x 2 -- 25 .99 213/62 '3 x 1'/ - 30 1.06 2'%7 '3 x 11/4 -- - 1.29 3'/1e 3 x 1 .. - - 1,25 22/32 '31/2 x 3 - 20 1.40 215/32 ' 4 x 31/2 - 10 2.09 2% '4x3 -- 16 1.96 23/4 ' 4 x 21/ --- 10 1.95 3'/32 '4 x 2 -- 10 1.95 31%2 5 x 4 - 10 5.20 225/32 5 x 3 - - 4.63 3%6 5 x 2 -- -- 4.90 3}1/,2 6 x 5 -- -- 7.28 3% 6 r I _ 5 7,06 3s/1 6 x :I - - 6.75 315/ie 10 x 0 - -- 19.90 375/32 Plugs 616/716 - FITTING PLUG Fig. �VJ (GA -11-11 616 716 Nominal Dox Cin. Approx. Dim. Site O1y. Oly. Nal WI. 11 • 3/e 50 20011 .01 1/t6 • 1/2 50 2000 .02 3h3 ' 3/4 50 1000 .04 14 616-617 -- FITTING PLUG itg. (Continued) Nominal Dow Cin. Apprnri. 1)Im. Size Qly. Qty, Nei Wt. If 1 25 - .15 3/16 11/4 10 -- .32 3/,6 11/2 10 - .32 M6 2 5 - .60 to Return Bends 638 -- RETURN ©END C x C Nominal Dox Approx. Dim. Ilion. Sire Oly. Nal WI. E J '/a 50 .02 21/72 1 1/4 50 .03 ?1/32 11/2 1/4 25 .04 31/32 t 4 3/e --- .13 2M i 4 e 50 .00 1'/,2 11/2 1/2 25 .10 11/16 21/ 1/2 25 .13 11/2 2 5/e 10 .19 1'/,6 21/4 5/e 10 .16 P4 2 3/4 10 .28 2'A2 3% / 10 .26 1"/32 21/2 1 5 .44 2%2 3 11/4 25 .70 2/ 4 1'/2 -- 1,04 3%2 41/2 2 15 1.92 3?%2 51/2 739 - RETURN BEND (closed) C x C Nominal 11011 Approx. Dim. Dion, Site Qty. Nel WI. E J 3/e 25 .18 1%6 1 1/2 25 .14 2/a 1 3/4 10 .29 1%2 15/x6 'Wool Cnp for -A6 oilier dams are Cell Copper Alloy only. IFbctay option-Consull Ieclory for minimum order gmenhliee a1i N1f1CO INCJ I KIIAfT, INDIANA, I1,S A. 600 Series -Wm', 700 Series -Coal, i ti ',NIBCCO o'l & Cast Pressure '71 ra.• 4TEE 'CxFxF 1 1 / 1�l•,i i.�. 1 . 1•. Nominal Not CIn. Approt. Dim. Dim, Dim. 8114 Oly. Oly. Nal WI. C E S I/2 25 -- .23 //16 13/32 % rV4 10 100 .43 '/16 1+1/%7 11/37 I4 x 3/4 x 1/2 . 25 250 .36 '/7 1'4, 13/16 6111711 -TEE CxCxC Gl• 'Non11ne1611 Ooh Cln. SI3e Oly. Oly, 1 '3/,6 O.D. 50 3000 ''h 50 3000 •'/,K'/6x1/4 SA -- •'/4x'/4x3/la O.D. 50 -- • '/6x3/16 O.O.x'/4 50 - ' S/,. 0.0. 50 2000 '3/u O.D.63/.0.D.x'/i 50 -. •5/16 0.0.0/16 0.D.x% 50 - I'5/16 O.D.x3/4x5/16 0.D. 50 'S/la O.D.x1/0'/1 50- ' I/4 50 2000 '.• • 1/4 K ;4 x'/2 50 - ''/4x'/4x3 50 •1/4x1/4x5/1e 0.0 50 - •'/4 x 1A x'/6 50 2000 ''/i x'/4 x 3/16 O. D 50 - •'/IX%6 O.D.x'/� 50 ''1x5/11 0.0,x5/16 0.0. 50 - '1/4x;'6K1/4 50 - ' 1/4 x 1/6x'/, 50 - . 'fit 25 1000 •%x3/03/4 25 - ' %x %x'/7 50 -- . /K%X'/4 50 - 1 •',tx30/16 0.1) 50 - '3lex%x'/6 50 y • ; 0/60/16 0.0 50 50 • 3': •'h x'/4 50 - 1 711 Approe. 01m, Dim. Dim. Net WI. C F 0 .01 7/3, 1/32 '/32 .02 1/4 '/4 147 .02 ' 347 ' 3/37 1/4 .01 1/4 1/4 5/16 .01 1/4 s t 7/37 .02 3/4 3, 346 .02 3/6 .02 3,11 3/6 13/17 .02 ]t 13/37 5/16 .02 3/e 1347 13/37 .02 VI. 5/16 1/4 .06 '%: }947 .04 11/32 1 1/37 "47 .02 5/I6 5/, 6 'A 6 .02 5/I6 5/I6 13/32 .02 5/16 5/16 'As .02 5/�6 34 1/4 .02 5/16 3/4 5/16 .02 Vie 1342 '/4 .02 5/16 1357 34 .04 "A, 1'47 Wm .15 3 '/4 1/2 .06 "A 7 1'A 54 .04 11/37 11/37 1547 .04 "A, "52 11/,7 .04 11/37 11/,, ' IA: .04 "A, 11/37 1'3/37 04 11/32 11/37 1'/12 .04 1'/3, "/32 '%7 6111711 --TEE CxCxC (Continued) Nominal Rot Cln. Approk. Dim. Size Oly. 01y. Nel WI. C • 34x'/4 x'/6 50 ' 3/4x5/16 0.D. x 3/8 50 ' 3/03/40/8 3/6 50 3/40/11x 1/4 50 • 3/4x'/6x1/6 50 • 1/2 50 500 ' 1/2x'/7x1 10 - ' '/2x 1/2 x 3/4 25 250 ' 1/x1/7xs/6 25 ' 1/2x 1/2x3/4 50 500 • 1/2 x'/2 x'/6 50 500 1/2x1/,x'/4 50 500 1/2x% '/; 50• 1/20/03/4 3/ex'/6 50 • 1/2 x 3/4x 1/4 50 ' 1/7 x 1/4 x'/7 50 • 1/1x1/4x3/4 50 • 1/2 x'/4 x 1/4 50 5/e 25 250 ' 6/6x5/ex 1 1() ._ • 3/4x5/6x 3/4 10 5/.x5/6x1/7 10 • 3/4x3/4x3/4 10 ' 5/e0;0'/4 10 t ' 3/4x 1/2 x5/6 10 • 5/6x1/7x1 10 • 3/4x 1/20,11 10 I • 3/4x3/4x3/4 10 ♦I• 34x%'/7 10 F • 5/6 x 3/6 x 3/6 10 • 3/4 25 200 ▪ 3/Ix3/4x1 10 100 ' 3/4x 3/40/6 10 -- ' 3/4x3/4x1/2 25 250 ' 3/4 x3/4x% 25 • 3/4 x 3/4 x1/4 25 ' 3/4x3/40/11 25 ' 3/4 x3/40/4 3/4 10 • 3/1x%x5/6 10 ' 3/4x1/x3 25 250 • 3/4x1/2x1/, 25 250 ' 3/4x'/2x3/8 25 ' 3/40,tx3/4 25 • 3/40/01/2 3/a x1/2 25 • 3 x 3/8x3/6 25 10 100 '1 10 100 • 1xlx1'/7 5 50 • lx1x1'/4 5 50 '1xlx3/4 10 100 11x1x5/e 10 100 '1x1x1/7 10 100 ' 1x1x3/4 10 100 '1x1x'/4 10 100 • '/e elm, 111m, F 0 .04 "5t "/It "/3 .04 "A7 "/3 5/16 .04 11/32 "A 11/37 .04 "/11 '9/37 1%/17 .04 "A7 1957 1'/32 .06 11/3; "A? "A: .29 1 1 71/3; .12 11/37 'VI, 11/31 . 1 I 19/37 19/37 1S/37 .07 VI 6 5/16 13/37 .06 9/17 5/3r 1/7 .06 %/li 5/,, 9/i6 .06 1/16 ' 747 ' .06 s/6 1157 13/17 .00 5/16 "A "/11 .06 7/,6 34, ?B .06 5/16 54 13'37 .06 5/, 6 5/, 1116 12 '/16 1/16 ii 6 .20 1'/1? 11/37 71Ar .15 ?3/37 2157 1/7 . 1 1 I/16 VI6 ' 3/3? .09 7/16 1/16 5/4 .09 7/16 1/16 3/4 .10 7/16 54 1/e .09 V16 14/37 13/37 .09 7/I1 ' V.32 54 .10 1/16 3/4 .09 '/I6 3/4 13/37 .09 1/16 3/4 5/6 .15 b7 1/7 I/7 .22 77/37 ?1/37 15/37 .16 11/n 11/37 t'/16 .17 7/16 Via 11A7 .12 1/16 1/i 6 71/32 .12 'A 6 7%) , .12 1/,6 1416 13/16 .15 "A2 "A 6 '/7 .15 ' 1/37 ?3/37 "/16 6 .16 ' 1/32 755, .12 aie 1%7 1/t .12 1/16 2'3/37 .15 1 1/3 7 11/16 1/7 .12 '/i6 ?357 1747 .12 7/16 ?347 T1/37 .31 "Ar ?157 2S/37 .31 "A6 11/A 6 21/37 .59 1"/.12 1/37 1 "/37 11/16 .40 1 1 "Al .27 '/6 '1, 2'/37 .26 1/,6 '/16 .23 '5/37 1 %7 13/37 .23 15/37 154, 79/37 .23 1557 15/37 1 '/7 'W+uI Copilot-Allother Ilarne ere C661 Capper Allay only. !Foamy opllon-Coniull lielory to minimum order quintals, 22 NIICO INC./ELKIIAIiT, INDIANA, U,S.A. 600 Sed66-.W101, 700 $111141.-C1111. 41 *11 Wrot & Cast Pressure 8111711 -TEE CxCxC (Continued) Dog. Ctn. Approx. Dim. Oly. Oly. WI. C ' '1x1ix1 10 100 'Ix11ix3/4 10 200 t'llr3ixs{ 10 200 '10'402 10 100 "+ '1x%ix% 10 100 i, 1'10,01 10 100 1`WEx% 10 100 1104x1 10 100 '10,031 10 100 '161/3x1'2 10 200 ' 1l 5 100 ' 14'4x! x2.... --- 25 `11;xllhxl'/2 5 50 '11ix11'4xl 5 50 '11ix1114x314 5 50 '11/1111x'/2 5 100 ' 11/xI10% 5 100 'I10lxl'/4 5 50 '111+xlx1. .. 5 50 '1¼1x ?'4 5 50 ' 11/4x104 5 100 '11/4x3/4x11'4 5 50 '1/x3/4x1 5 50 '1'/4x3/4x1i 5 50 11/4x3/4x1/2 5 100 '11/4 x1/2x 11 /4 5 50 11'4001 5 50 11/4x1/204 V, 5 - I'/4 x 1// M 1/2 5 ' 1117 5 50 11/2x 11/2x21/2 - -- ' 114;0102 . - 25 ' IV2x11°lxll/4 5 50 ' 11:7111/1x1 5 50 'Ib2x1112x!1 .,5 50 ' 11/2 x1101/2 5 50 'I'/2x1/xl1/ . 5 50 '11/211'/4x11/4 5 50 ' 1'.'1111'1x1 ... 5 50 '110I'03i 5 50 ' 11011/4 x 1/t 5 50 ' 112 x 1 x 11'1. 5 50 ' I1yx1x14 5 50 '114x1x1, 5 50 '11/x1x1/4 5 50 '11/4x 1 x 4/2 . 5 50 '114x11x1'4 5 50 11/4x1/4x11/4 5 50 1▪ '0lxl. 5 50 '11/tx3/4x1'4 5 50 `14/4x3/4x14 5 50 1• 1/1 x'/2 x11/2 . . , 5 50 1101011/4 , 5 -- 1'' x412x1 .. 5 1 1 Ij .29 .26 .26 .22 .22 .28 .26 .29 .27 .22 .43 1.19 .59 40 .37 .30 .30 .41 .40 .35 .30 .41 .40 .35 .30 .41 .47 .56 .55 .61 3.84 1.20 .60 .52 .45 .39 .50 .58 .51 .45 .39 .59 118 .52 .44 .39 .511 ,S1I ,44 .39 .58 .75 .61 Dim. Pim. F G "/ 6 % 6 93/32 '/fie 93/32 95/33 31/32 '%2 t1/32 "/Is 1'/32 '/,21/J3 "/46. 1 6 13/'6 '5/32 !3/37 1/2 14 29/37 175/32 13%3 1 1'/32 13/16 13/I s 29/72 75/32 2S/32 ?9/37 21/i 2 21/77 3/4 'h 2%7 1/2 '/2 1 %3 1/9 1 98/]2 2%2 1/ !%2 21/32 25/32 a"A2 3/4 '/6 23/32 29/32 21/32 1/3 2!/32 3/4 2%2 1/ 25/33 71/22 I/2 1/6 3/4 9/16 '/16 31/72 71/32 18/37 12%2 l% 1% 29/12 9'/32 'y6 1/2 15/37 1'/32 I%6 3/4 13/6 3/4 6/6 4/tl "A 1/2 I'/32 13/ 2%3 1'/32 29/u t9/37 "/Is 13/16 1/2 S/6 1 1/37 1 "/32 2%2 1% 2%2 1'A e II/1i 29/32 1/2 75/32 I'/J7 1'/i 29137 1 "/32 75/32 15/37 1'/16 13/32 1/1 29/32 1'/32 11 /32 31/32 3/4 ' S/i 6 7/4 29/33 23/32 22/32 7/6 2%2 2,/32 1/tl 1 29/32 113/32 1"/32 1/16 1/6 1%2 1'/7 29/22 1'/44 1'/32 1'/22 1 1/37 1'/i 1'/i 6 11/32 11/32 11/32 1'/16 1'/16 11/32 11/32 11/32 11/,6 611/711 --TEE CxCxC IBcv Nominal 512. (Confirmed) nog. Cln. Approx. Ory. Oly. Nal WI. '2 - 40 t2x2x4 - - 2x2x3 --- - •2x2x2'/. 2 10 '2x2x11k - 40 '2x2x114 - 40 '2x2x1 - 50 •2x2x3/4 - 50 '212x1/7 - 50 '2x1'/ax2 --- 25 •2x 1'/ex 1'/2 - 25 ' 2x1'/2x 1'/4 - 40 ' 2x1'/1x1 - 40 •2x11/2x3& - 40 ' 2x 11/2 x'/2 - 40 •2x1'/4x2 - 25 • 2x11/4x1 '/2 - 25 •2x11/4x1'/ - 25 2x1'/,x1 - 25 • 2x11/4x3/4 - 40 2111/4x1/2 - 40 '2x1x2 - 25 2x 1 x 1'/2 12x1x1'/4 •'3x1x1 - 25 • 2x3/4x2 - 25 12x3 x11/2 - - I:'x3ax1'/, - -- 12x3/4x1 12003/4 x 3/4 - . • 50 • 2x1/2x2 - 25 '21/ 2 10 121/2x21/314 -- 21021/243 - -- ' 2'/2 x21/ x2 2 10 ' 21/2x21/2x11/2 - 30 • 21/2x21/2 2½x2'/2x1¼ - 30 ' 21/2x21/2x 1 - 30 21/2x21/2x3/4 - 30 • 2 4/7 x 2'/2x'/7 - 30 • 2'/2x22'/2 2 10 '21/2x2x2 2 20 •2'/2x2x1'/7 2 20 • 2'/7 x 2x 11/4 2 20 2 20 2 20 2 20 2 10 2 10 2 10 2 10 ' 21/2x2x1 '210213/4 ' 21/2x211/2 ▪ 21/2;0 1/2 x21/2 2'/2 x 1'/2x2 21/7 x 11/2 x 1 1/2 • 21/2x1 1/4 x21/2 .. '2'/2x1x21/7 ' 2'hx3/4x2'/2 ... 2V2x'/2x21/2 .. , OIm. Dim. C F Olm. G 1.21 1'/32 16/37 1 "42 5.02 23/i6 2s/16 1 V16 3.11 1"/77 131/ 15/i 6 1.95 2 2 1!1/32 1,03 13/32 13/17 1% .93 15/16 '%6 11!/32 .90 71/32 7!/32 11/4 .76 19/32 t9/32 11 .79 l9/32 "/J2 1%6 1.22 1'/32 15/ 1 t 1/22 1.03 1%2 113/32 1% .92 151,6 19/37 111/32 .89 21/32 11/4 111/32 .76 71/27 ' 5/1615/14 .79 19/32 1'/32 11A 6 1.20 19/33 12%2 11'/27 1.02 13/32 111/17 13/e .03 1516 11116 111/32 .90 21/32 19/37 1"/32 .78 71/32 1 15/6 .78 '9/32 1%2 15/14 1.73 19/37 116/37 1' 1/32 1.15 1 11/4 11/ 1.09 '/a 19/ 9 1'/. .90 21/32 19/37 1%2 1.23 1'/22 121/37 1 1'/32 1.08 1 13/32 11/4 1,26 l/ 1% 11/4 1.06 3/4 WIG 1'/. .89 ?1/33 '4 1'/4 1.20 19/32 1'3/4 111/22 2,01 1% 13, 1% 9.21 2'1/22 21'/2 17%7 2.98 13/4 13/4 111/33 1.57 16/,1 1'/13 171/7 1.53 13/27 13/33 131/37 1.53 13/33 12/37 121/32 1.31 2%2 25137 111/16 1.30 29/37 2%2 191/32 1.22 25/37 25/2 2 1.99 12Y%2 2%2 121/32 1.55 111/27 1512 12%2 1.57 13/32 11%2 191/32 1.57 13/32 1 "/22 1 2/32 1.35 25/22 1'/37 13/4 1.35 25/22 19/32 1 21/32 1.35 79/32 1'/32 2 1.97 171/2 23/16 171/32 2.02 11/4 11%2 11/2 1.76 13/32 11%2 13/6 1.97 1t1/37 2%6 121/37 2.04 121/33 223/32 121/32 2.00 171/32 2"/,6 12i/2 2.46 11/2 2%2 11/ 'Wird Copper. -All utnur demi er4 Cul Cuplwr Alloy only !Factory option -COMA IecIory lot minimum ord.r gusnlni.L 100 Series -Mot, 700 86rde6-C.,1, NIUCO INC.IELKIIART, INDIANA, U.S.A. 23 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BACKFLOW PREVENTER FEATURES • Bronze body & cover construction • ASTM 13504 {01.3.7.9) • All Internal parts made from corrosion re- sistant rnaterials • Low head Toss • SprIng loaded "Y" type center guided check valves ' •' • Fiepiaceablo check seats • All Internal parts serviceable In-line • Threaded Inlet and outlet - ANSI 131.20.1 • Maximum working pressure • 175 psI • Temperature range • 33°F to 180°F STANDARDS/LISTINGS Tested and listed under the following stan- dards for Double Check Valve Assemblies: ASSE Standard 1015, ANSI/AWWA Stan. cfard C510.92, CSA G64.5, UL Listed (Less shut•of l valves only). Approved by the Foun- dation for Cross•Connection Control and Hy- draulic Research at the University of South. ern California. iAPMO® Listed, Consult your localWILKINS Representative fcr otherstate, county or city acceptances. APPLICATION' The WILKINS Model 950XL Double Check Valve Backflow Preventer has been designed for installation In potable Water lines whero a potential health hazard does not exist. WILKINS Iovr head, Toss makes the device appropriate where system pressures are low or where it Is important to hold pressure Toss to a minirnuni. NOTICE Proper performance is dependent upon the user adhering to recommended Installation procedures and by having licensed, qualified personnel perform regular, periodic Mainte- nance. For proper installation, 'consult WILKINS' installation, Testing and Mainte- 'nanco Manual and prevailing governmental. and local codes. Two shut-off valves and four test cocks aro provided for testing and maintenance. All Model 950XL Douhlo Check Valve Backflow Proven - lets can be disassembled and repaired without removing the device from the line. CAUTION Damage to the device could result Wherever water hammer and/or thermal expansion could cause excessive tine pressure. Where this Could occur, a spring check, shock arrestor, pressure relief valve and/or expansion lank should be installed downstream of the device. WARRANTY WILKINS' f?ackflcw Preventers are ‘varranlecl egalnst defects in material and workmanship for a period of one year from date of shipment strictly in accordance with WILKINSI•'C'ertlf - cate of I.imlled Warranly RE`/:11S5 li 15' ;10 nI 5 0 .1,U yJIaunc i 1c3oa101 al tho Uii vershy of Southern California) .Model 050X1. (3/4' & 1") 20 30 40 FLOW RATE (U.9. GPhI) PERFORMANCE 50 60 The wII.NINS Modul 950XL Double Check valve Back. flow Prevenler consists of a main body with two check valvas. The Check valves aro spring loaded, center r3ulded and operate Independently TEMPERATURE/PRESSURE Suitable for supply pressures up to 175 PSI and water temperatures from 33'F to 1 CO'F. •r- •ts • -10 0. tir u Model 950XI. (1'/4", 1 Y1' & 2" 1.----10------- ----- _ M :::::" IM -... ....., 3/4.._ 20 30 40 FLOW RATE (U.9. GPhI) PERFORMANCE 50 60 The wII.NINS Modul 950XL Double Check valve Back. flow Prevenler consists of a main body with two check valvas. The Check valves aro spring loaded, center r3ulded and operate Independently TEMPERATURE/PRESSURE Suitable for supply pressures up to 175 PSI and water temperatures from 33'F to 1 CO'F. •r- •ts • -10 0. tir u Model 950XI. (1'/4", 1 Y1' & 2" 1.----10------- _ M :::::" IM -... ii 0 30 60 90 120 MATERIALS FLC1'1 RAT (U.9, GPM) 150 100 • M corrosion resistant • Cast bronze malncase and covers • ASTId B5134 • Stainless steel springs • Silicone rubber check valve seal rings • Stainless steel bolts • Noryt plastic check seats TYPICAL INSTALLATION install with a minimum clearance of 12' from floor or Stado. Install with adequate side clearance for testing and maintenance. Protect from freezing. Install ad- equate support blocks. If Installed In a pit or vault, consult local codes. Provide adequate drainage, «0 DIFIC TIC11 CF FLOW Y/A1114'L yen OPTIONS Sun (coltcns can be combined) l • less shutoff valves S • with bronze 'Y" lype strainer t1 • will, union ball valves CIM NSICNS(IUUCHE5) PRC1EC,n-e tiectcsuFe Li vr.0PP 1 E JLft3Ji. -' -I' ;o I61 • --.:x>1 1 WEI(;isT('t,.) A 0 A oat. INION WITHOUT C 0 E F i; WITIsOUT WITH EYI.t VALVES EAU. VALVES E1LL VALVES ELL VALVES J,'4• 11.:5_ i- 12.9) 7.00 1.20 3.00 3.20 :.0 1,.. 0�' 5.00 I 9.00 _. 1_�• 4' 13.C.3I 13.73 7.00 I.30 3.00 3.`0 3.00 .1 3..C.0 ' f. CO10.00 :.CJI 1'1 /A 10.29 2.00 3,�0 7,50 4.i0 ?:.2? i co �� 21 ^0 .I 1r.. Ii7.14j__11.I2 10 2. 3.!,0I 4,:0 4-`•) 24.001 16.00 I 24.00 ..__?_.__1.I.:'S._._..._2o.co _�.'8C0 -7075.-9---167, -3!0 41RJIIU1LKINS WII.KINS DIVISION OF 21/n J INDUSTRIES, INC, 1717 Ccrnmuce 1Vay, Pita Roble. CA. USA 93::3 Phone: (806) 230.7100 Fear (800) 238•:831 • PRESSURE REDUCING VALVES • BACXFLCWPREVENTERS • BALL VALVES • TEMPERATURE .% PRESSURE RELIEF VALVES • 'Y' STRAINERS • IRRIGATION VALVES • DIELECTRIC UNIONS WATER HAMMER ARRESTERS • MATER THERMAL EXPANSION TANKS PERFORMAIICE UNDER PRESSURE SIIHCr 1904 VALVES m 110 riIMIL•AIIE° (Lila Valve 61.0 OAtE VALVE Comm Irl (;Ilppir I13 t:111:CK VALVE; I lit rano(' CI IECK VALVE Cepprlr lu Couper • 200 Ib. WOG to 200° F r FIG, HO SI -8 8 TI•a (MASS GATE VALVE 14:6 lAlu'rlur Calif ur1 Nuollndl Pc' 6idstur WI II by I pop IhnrdruIiuns Sub t!w. Cdrlrin IPS Soda' A tl C lh' 10 120 60 -. 1.61 2.91 IV 111 120 6.1 _ . 1.111 2.91 - ...raw liy 10 _ . 120 61162 _- 1.69 2.99 I / re 10 90 7:1_ 68 1.05 3.5.1 2.32 T!•0 rr „- . 5 -- 60 60 t;•I 2.20 3.00 2.03 T11rd;llJdt! 11/a 5 .10 70 66 2..10 4.72 2.95 1 Vg4 32 60 61 2.44 5.0.1 3.19 2 20 6,t 62 2.03 6.02 3.9.1 21'• `__-...... 12 fl.t_ � I: 3 5r1 '/..12 .t 11.x_... . L' 1.111-k.::3 I 0' .. _77 ......70'...-• 3.911 0.82 5.20. I l._ '1 1 '160 .1.57 10.20 Si 11 (:upltar 10 Cupprr 'Avarinbl6 only *roll litigation conrioctions 200 Ib, WOG to 200° F •+�•i - P10. NO. SI -3 d TI.3 r111AS5 CIICCK VALVE � Pctl',I$Iur I;1,-f(ittI , incl Pr,„ Aldpal +VI (1bpur•Iq&116 00. C.I,„„ 1lurarlud .'i,d ----•---�.. der L L r I I r ' Iii' 10 160 75 /7--- 2.1 2.5 1.5 I ..•1 I 2,3 :1.1 I U r1.3 1 6 72 67 7.1 2.7 :1.9 1,11 11r.1 5 60 01 90 3.1 ,1.3 2.0 1' 2w,1 32 59 6.1 3.5 .I.9 2.2 2 2 24 06 71 .1 3_ 6 0 23 ,,,z; 2 12 _751 .,_.-... 5.3 - 3.3 8-3 - 30 .1' 1 .1., c3 . 7.5 'Av61Ia11I6 Duly will 11ua,l,u,! Crlruwebuny ti Duration 51.) Copper lo Copper ' III 1111f1!'/1 RI,' or, I/11411r 11IIU r$ it 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ill 'BUTTERFLY VALVE- • VAt VES LESS POSITioH MONITo '�= •� .. ' R StiYITCi! .. . • • 136•SCioa (Threaded Ends 136VSC100 (Grooved Ends) Sizes 1", 1 '/ ", 1W', 2" 2'/ Sizes • . VALVES WITH EUILT•1N POSITION MONITOR SWITCH --�- ; — a'} ------i ' I �I1 2l THHEa1DED ENDS SD•SCS02 (2Valve w/Monitor Switch) ._,�_ ol,,lkr7slcr+s • Ir7ct�es J. 2,1 •2 2Ir_ 6.!____3_,...___711:---6 I1•.'3 s,2.:I s:•.:t s�I�a:1 ', 1• I• 12 1 -----� 0 I7=".2 r 2.! 221 3 ~' �?? • e 1 I .. r —1 - 'l17s ----ii---r::-1 17____ • 1 -. ...•.......,..........w. — 2 :1 I . 2 71 . y'1 J. ..4 S 4Y S' 7 SHrch !?cu,Inrr Cie Cast Altiminia;, 77%. tyj+•IIAr.,wrinci,....ptuokpuo.irom i''y7,orY:•'f$1.4424•' I i I 4 1 1 )! \.' C��+•...r+...+..�. ......w VALVE COMPANY 2373 South Ei.�rrell Street ?,Iilwaukee; Wisccnsin 53207 . ,Valvas built to lake II ... stnrn 1fi.PI GROOVED ENDS 0f3'/SCS02 (Valve w/lftnitor Switch) r?At^L LIST rro� ? 1— IdA7EAUL S?EC:FICA;IcH 1 I lrcica:cr Sir.:eref1i c;1 FOOCEP_. 2_hcesir:g IErcnze I AST`.t • ..3 1 lEcci _7 Ercrze I AS T!.1 5e4 4 Hanna I Brass 5 Disc Slain. SII rip ::'C -r c Circ Seal EFCI,I J~Iasicner 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RESI-RISER. 1-800-528-7978 1 kla 111 10 2 HOSE CLAAAP .._.,_ • 1 Id DEO SAPID • 1 rR!•UURE REUEF DRAW MOOG - i i YEE DRAWEE ,. 0 i 1 PRESSURE RELIEF _ 1 FLOW OWITCHWITH RETARD 4 1 RAIL 1A&LW _-_,..-- 1 1 r WATER OAIKIE. mom ---- 3 1 IN-LINE CHECK VALVE, IRRIPRi LOADED 1 1 iwANOOLD •CDY. WALL THREAD II MALI THREAD MINI OXY. amilwriAtbal1 QOe 0111OneroV4 ✓ LIZ 4 1.11.141k —.. FIRE SPRINKLER RISER • • r 1 Manifold Bod$ Male 'Thread K Male Timed 2 1 Ii•Lina Chock v+rvw Spring toted 3 1 ,• 2` uses Cause, 300FS1 4 1 Bell Vane 5 1 Flow Switch with Rswd 6 1 90' Saco Elbow 1' • Grinnell° The RESI•RISER fire sprinkler riser Is a preassem- bled, compact, attractive unit for residential sprinkler risers In NFPA 13, 13D and/or 13R systems. Brass construction makes RESI•RISER the idesi choice for use with potabta water systems• The manifold portion of the RESI•RISER is manufac- tured from a one piece brass casting, air tested at the factory for leaks. Raised lettering on both Wee allows for the unit to be installed to the right or felt, and also easly identifies the flaw direction, and Test and Drain oufiety.1WO mounting legs we molded onto the manifold, allowing secure fastening to joists, The dedicated fiow switch used with RESI•RISER has been tested and approved by its manufacturer, System Sensor. This quality flow swatch is UL listed and FM Approved, and contains dual SOT switches with an accustable retard time of 0.70 seconds. A slim flow switch and the RESI-RISER`s unique design of installing all the components to one side, white molding the mounting legs on the opposite side, gives It the ability lo be installed within 2x4 wood frame construction. An optional pressure relief vane is available for use with CPVG systems, or in a000rdance with NFPA 13 Section 3-1.2, which requires a pressure relief valve on gridded systems. Technical Data • Sl:ee: 1", 1.114',1-112' and 2' ♦ Style: Thread x Thread • Listings: Flow Switch and Pressure Gauge ere UL Listed • Finish (Riser Body): Cast Brass • Water Pressure Gauge: 300 PSI • Optional Accessorise: 175 PSI Rated Pressure Relief Velve Flow Switch without Retard For more information, call you, Grinnell Representative today, or visit us on the Internet at: http:/igrInnell.eom A tyaa INTERNATIONAL LTD. COMPANY WATER GAUGES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. PRODUCT NAME 300 NI fialotl Walor Prussuro Gauge Pari No. 01934A Mantrfacturud 1977 600 PSI naiad Walor Prussure Gaugo Pan No. 00978 Mantdaclurud 1997 2. MANUFACTURED FOR: THE VIKING COFIPOnATION 210 N. Industrial Pant Head Hastings, Michigan 4905d U.S.A. T,riurrlurne; (416) 946.9501 Fax Numbur: (6101945.51599 3. PRODUCT DESCRIPTION Viking Water Pressure Gauges gIve vis. rrul Indication of rho walur pressure avallublu 10 the faro protectlon system. 4. TECHNICAL. INFORMATION UL and ULC Llstod FM Approvod Matoduls: Case; ADS (Acrylonllrlle Dutadlono Styrene) Window: Polycarbonato Dial: Black figures on Whlto Background Pointer. Black, Aluminum Movumenl: Suspundud Spring wflh Polyusler Sugrnurtl Bourdon Mho: Elrnnzo Sockul: Brass, Solt Soidored Connection: 1/4' NPT Working Pressure: 300 PSI (2 068 kPa) or 600 PSI (4 137 kPa) 5. INSTALLATION A. Gaugos are to bo Installed 111 accord. anco with thu labs) published stand. ards of Ihu National Aro Protection Assoclolion or other similar organize. 110115, and also wllh Me provisions of governmental codes, ordfnances and standards whenever applicable, D. Gauges musI ho handled with care. Thule rnusl be stoma In a cool, dr, place In their original shipping con. tatnor. Never Inside gauges that have been dropped, or damaged in any way. Such gauges should bo de. stroyod Irnnw�llalely. C. Adequate Nal must bo provided whore gaugus are Installud, I:. Thu ;bogus 1111151 bo protuclod from nlochanicaI damage, Install the pogo according to the following Slept': <3J 300 PSI Gaugo ' Part No, 01934A ~;2.1 0091 � ;::::/4..°0,°0‘ r 300 '', .'' (1;t ..•x.100 400' '--`,c�.ti n , r;, 500;/ r' (:9r1 h9' 600 PSI Gdtrgo Part No. 09978 l E 3 45/64" 1 9/64'12 23/32' 9/I6' I5/32' (94mm) (29mm) (69mm) (I4mm) (12mm) Figure 1 Water Pressure Gauge 0lmonslons 1. Apply a small amount of pipe )olnl compound or tape to the exiumal throads of Iho gauge only. Taku Care that no Joint compound Is allowed Into rho orifice cf the gaugo, 2. Turn !ho unit cio k'vlso lo Ihroad lhu gauge Into the 1,2' (l5rnm) NPT oullat of Iho coupling. DO NOT ovenlghten the gauge. 1rOTE: Units of measure in parenthesis maybe approximations. Now Data Page Issued June 23, 1097 Form No. 052101 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 VIKING 1. PRODUCT NAME 250 PSI flared Air Pressure Hauge Pan No. 01124A MJnufaclured 1077 2. MANUFACTURED FOR: TUE VIKING CORPOpATION 210 N. Irtluslrlal Perk Road NAV, Aldi dun 40054 U.S.A. Telephone: (aid) 945.9501 Faa'lumber; (6Id) 045.9599 3, PRODUCT DESCRIPTION Viking Air PresBtire Gauges give visual Indfcarlon of Ihu air pressure presenI In vaifous lypus of tiro protection sysdem appllcatlons. 4. TECHNICAL INFORMATION UL and ULC Listed FM Approved Malon4ls: Case: ABS (Acrylonllrilo Butadiene Styrene) Window: Polycarbonale flied; Black figures nn While fiackground Polnier. Black, Aluminum Movement Suspended Spring wllh Polyester Segment Bourdon Tubo: Bronze Socket: Brass, Soft Soldered Connucl(on: 114' NPT Working Pressure: 250 PSi (1 724kPe) 5. INSTALLATION A. Gauges aro la be Inslalled In accord. once wilts Iho Iolest published stand- ards of IN National Piro Prolectton Association or other similar organlza• lions, end also with lfru provisions of govemmenlal codes, ordinances and WM111 ri1j tiviwnuvur af%pgt able, B. Gauges mind he bandied with caro, Thoy must to stored In a cool, thy place in their ongin41 shipping con, 1a1nor, Neverinslall gauges Thai have boon dropped, or damaged In any way. Stich gauges should be do. stroyod lmrnodiarely. C. Tho gauges must be proloclod from rnochanical damage. Install the gauges according Id Ilio following slops: I. Apply a small amount of pipe Joint compound or Tape lo eta 'Memel Needs of the gauge only. Take care that no joint compound Is adkswed Into the orifice 01 Iho gauge, ,halo 23. 1007 AIR PRESSURE GAUGE 2. Tum lho unit clockwise to Ihroacf iho gauge into Iho 112' (15nini) NPT old. let of the coupling, DO NOT ovor. lighten the gauge, NOTE: Units GI emaasuro M par•nrhafis maybe approktmadont Now pals Page 193uudJUno 23, 1007 /DJ dji 250 PSI Gauge Part No. 01124A I i A Li3 1 45/51 19/6.' 2 23/32"�9/16" 15/32" (91mm) i (29mm) (69rnm) (I.1mm) (12mm) Figure 1 Air Pressure Gauge Dimensions Form No. 052197 HANGERS 1 I) 1 1 1 1 1 1 1 1 1 11I 1 1 1 •Ir1 strafe 1V short: fig. 262 iJ 1 SIZE RANGE: !'e lo 4 inch pipe. MATERIAL: Carlon steel. MAXIMUM TEMPERATURE: 650'F. APPROVALS: Underwriters' laboratories listed and Factory Mutual approved. ORDERING: Spncify pipo size, figure number, name. loads • weights pipe sire 14 Its 1''r 2 214 3'r .l MIN r•com load, Ibis with lap screws with bolls 10 Mel w•1014 (upprus) lbs each site screws 300 300 300 300 300 300 500 500 500 500 405 4115 4115 4115 4315 970 070 9/0 970 • Willi nununlful safuty (actor of 5 u151all,rbcm dimensions (Inches) pipe a1r• .2C .23 .26 .36 .54 .60 1.4 1.6 10.... 1.9 Iwo no. 10 x 2 Mel wood screws or Iwo 14 inch bolls 10 slool lour no. 10 x 2 stool wood screws or four '/4 Inch bolls to stool Load ruling conditional on propor A e c n E F :Ph. 1i 2"h• is/14 11'114 4h4 314 'e 3 it 119 211s 41i i• 31 'i 1'I/r• _ 3lrc 4ylu 1s 3"/H, 1111 Phi. 11rs 5'hs I Orli. Ishs 2rl11, Y4 514 1 41/4 firs _ _ 21111. _114.._ 61/4 2 51/4 11/4 31/u V4 61/4 2 51s 2 4 / 71s 2 6411 25h►.. 4811; V4 0 2 7 tis/r4 51/14 -/4 - tin strap fig. 231 straps SIZE RANGE: 1/4 to 2 inch pipo. ORDERING: Specify pipo Size, figure number, namo. one -hole clamp fig. 126 :o SIZE RANGE: 3'/s to 4 inch pipe. MATERIAL: Malleable iron. FINISF$: [hack or cadmium plated; furnished black un- less otherwise specified. SERVICE: For support of standard conduit, cablo or wrought iron and steel pipo on walls or sides of beams. Not recommended for use horizontally on ceilings, bot- toms of beams and similar installations as factor of safety is Greatly reduced when so used. MAXIMUM TEI,'PERATURE: 450°F. ORDERING: Si ocify pipe size, figure number, namo. Specify nomina' size of conduit or pipe or outsido diameter of load cable with which the clamp is to bo used. weights • dimensions (inches) nom pipe etre cable ab• or outside diem of condull wol (approx) lbs each number of places per carton dlam of screw hole elle sw- pension tali or •craw anchor Iii .67 .03 100 1 'h, x I 1r .04 .03 100 4I16 l, x 1'4 _ 1i 1.05, _.05 100__ _ slu__ _%x 11/4 1 1.31 .09 100 5/is Y x 1' z 11/4 1.66 .12 100 h 1 x 11 11 1.9n .16 .25 100 - lbs -'Ii 1Y x 2 2 2.37 50_ -111 x 2 _ 21/4 2.07 .49 50 "hs 1i x 3 33.50 .82 25 "I14 1i x 3 31/4 4.00 .93 ... / 1i x 31/2 4 4.50 1.3 ... 1: 111 x 3/ ph•61 POTTER Potter Electric Signal Company 2001 Craig Roar! • P.O. Box 28480 St. Louis, 1.10 63146-4161 (311) 878-4321 • (800) 325.3916 VSR-SF VANE; TYPE WATT RF:LOW >rOR SMALL PIPE ALARM SWITCI I WITH RETARD Potter Electric Signal & Mfg., LTD. 55 Gien Cameron Road ' Thornhill, Ontario, Canada L3T 1P2 (905) 882.1833 UL, ULC, CSF1.1 LISTED and NYMEA ACCEPTED Service Pressure; Up to 250 PSI Minimum Flow Rala for Alarm: 10 GPM Maximum Surge: 16 FPS Enclosure: Dia -cast, red enamel tlnish Cover held In place with tamper resistant screws Contact Ratings: Two sets oI SPOT (Form C) 15.0 Amps at 1251250 VAC 2.0 Amps at 30 VDC Condult Entrances: Two knockouts provided icr 112' conduit Usage: Listed plastic, copper and schedule 40 Iron pipe Fits pipe sires . 1', 1 11.1', 1 1/2' and 2' Note: 10 paddlos aro furnished with each unit, cno for each pipe size of threaded and sweat TEE, one foil' CPVC and ono kr 1 112' polybutylene, (CTS.Coppor tubing size) Envlronmentat Specifications: Sullable for Indoor or outdoor use with factory Installed gasket and dto-cast housing. appropriate conduit !Ming 4 P,alod Enclosure •use with app rop Temperature Pena: 40 F to 120'f (4.5' C 10 49' C) Caution: This device Is not intended for applications In explosive environments Service Use: o Automatic Sprinkler NFP A•NFPA•t31D One or two lamily dwelling R Residential occupancy up to lour stories NFPA NFPA•1313 National Fire alarm Code .72 Optional: Cover Tamper Switch Kit, order Steck No. CC 0018 Stock No. 1113000 U.S. PAT. NO. 3921080, CANADIAN PAT. NO, 1000680 OTHER PATENTS PENDING. Tho Modul VSP•SF Is a vane type waterilcw switch for us cn wet sprinkler systems that usa 1', 1 1/4', 1 1/2' or 2' Ipsize. The unit may also 14 used as a sectional wateriiew detector on large systems. The unit contains two slnG!e pole dcutle threw snap action switches and an a.:justatie, instantly recycling pneumatic retard. The switches are actuated when alloyed 10 gallons pr minute Of mora occur$ downstream ct the davlcs, T`.e Ilow condition must exist for a period or Ilmu necessary to overcome the selected retard period. INSTAILAT10i1: These devices may te mounted In hcri:ental or vertical pipe. On horizontal pipe they should be installed on the lop side of the pipe where they will to accessible, The units should nal to installed within 6' cl a valve, drain or fining which changes he direction cl the walerllcw. The unit has a NPT buching for threading into a non•correslve TEE. See F. 2 for proper TEE stns, typo and installation. Screw the device Into the TEE tinting as shown In Fig. 2. Care est be talon to properly orient the device for the direction cl walerflow. The vane must not rub rho Inside of the TEE or bind In any way. The stem shcuid move treaty when operated by hand. tions with the device e proper an also dapters so that ha specified TEE used In copper or plastic pipe 111 ng may be Installed on the pipe run. • IiISPECTION MID TESTING: Check the operation of the u; it by opening the Inspector's test valve at the end cf :ho sparkler fine or the drain and toot ccnneo'lcn, it an Inspector's test valve is not provided. II there are no prcvlsions for testing the operation cf the Ilcw detection device on the system, application of the VSR•SF Is not recommended or advisable The lr8Suency cl the inspection and 1es1!n0 and Its astcc!ited prcteci ve monitoring system should te in accordance with the applicable iIF? ACodee and Standards and/or authority having Iurtsdicticn (manufacturer recommends 5 rty InOte Irsouentry), PitaBlc PRINTED IH USA MKT, 8111100001• REV L MPQ,11a008o2' Ib'9 . . • • ''ea NoT'ttav( 01411 FIG • ,,:. 1...i':. .:.. off ICA (11(I0(0••'.. �. /IACs of 1,u( Relaid Adlultme114 e•-411 Yo chart¢a Vma, turn 14nob (elthur . . dlrecdon) !or desired Imo daisy. Use the minimum amount or retard' ndCessary to prevsnl !also alarms. A •B' setting Is usustry adequate for this. Factory set at IV. PI ,f(4 /kV JJ • ' VANE TYPE. WATERFLOW FOR SMALL PIPE ▪ ALARM SWITCH WTI I RETARD r;. D.41'trC•4 0/ ;•a mi. 31 ,.,ar.c.r ImpcnsAC T hero 1le 10 piddles rurnished with asp.) WA Cne los lac?' st:e of Qlraad4d. 'oast or Faisal TEE at d.'4r0e41ln F -q. 1. These peddles Alva rattail 1,04.1/1)1s1 1how1 4.1 pipe s . • and tics vl T E 1 thsl they s+e to to used r.Ah• The proper pedals must to used. The piddle must CA propl+ty a; s;,,1ed tall drswingl end the Raw MI NUTS Ns peddle mulll eeCrerYllghIin.J.' SWITCH TERMINAL CONNECT10F1S CLAMPING PLATE TERMINAL o••D. 11::-:0 CaUT10Nr to P1~av0PIT LE!1001 APPLY TEPLCN TAPE USI 11 steal TO wt.!' 11011.1A00 OW. 00 /vIYOTt't TYPE CPLWfUC}HT OASEILVfT. APP)1oft. FICTARD E1'T1114011 (WWI e A 0 0 e T0U *II )10 1070 OM 1:10.3 jes fc.$ Q,•s 1.4 1+11.1 11 F1012 FLOW DEPTH DwC. 1155-33 Screw the device Into rho TEE An1n9 as shown. Care must be Won to property orient die devtcs lor the direction 01 rho wolurticw. Important • rho depth to the Inside Worn of 114 TEE should have die (oaowlnq dlmen;lons: ( A-PPROXIMATE OEPT1i REGUI pE'`�E,'T rti?PRCX. 1t/t5' 1 111 11:I 11+FE}DND 2 tile' 2 1111' 2 t1fla' 1'41'11' 1 114 1 1 111'41' 5R'111.R'41• 2' a 2' 11' Wit AT } c:o., froom T•ia 1 1111' 13111.... 11' 14'+ urrL 21R' WA 2 114 u,A 2 IYA CAUTION: An uninsulated section cl a single conductor should not be looped around t To terminal and serve as snlconnections.must Le sared, thereby providing supervision of the connection h he event thotru becomes dislodged from under the terminal, . FI0. 4 TYPICAL ELECTRICAL CONNECTIONS $ICA0)11 1 ($U.( 1y (+:. tiro ItlirCA Cif, to(v SILL TA 04 sAinis etst) SA • (71( '4:1) " CP" 1)14 c.CSC crl C1(1 CN }UA./ CL:11 CX }L4lN 44..44 1414$1..r.r DCr•c( TTPC•L $411C:4 £C•44 CAN Cir I•f, /CLCS( 001 M..' J ! } • 1.1 i1r VSR•SF has two switches, one can to used to operate a central station, proprietary Cr rendes signaling unit. MOTE:, The Mode Olio the other is used to operate a local suClble cr visual annunciator, ,tem should TEgTlllr?: The frequency cl Inspection and testing for cheat �sC�n�opr tiha and lhorlty having 1urlsCkciated �lcn (manufaoring cturer �r raccmmenCs to In accatdance with appllcahla NFPA Codes and Standards quarterly or mora freruontly).aesomemmems+mmimememeei PAGE 2 CF 2 MKT. eaa00o0] • REV L • • PRINTED RI Mk ' MFG, 15100802. 5.90 1W(MI) (OL} U(('.GI(j 00.1 CP(Y CX /4.0,A CO.,:AOL ►udl ::01( c•r r:L a(11tCR to ►::'L ot—oct1 Ci ac -our .O C:h1a.L IfTi POR SUPPRVIS(D C:PCu11$ 111 M1AIIr+u CCwrECT•CNS' Grtrft140 a+0 CAUTICN 1.CT1 )1,10. 3). Cw0. p11-11 FIRE DEPARTMENT CONNECTION [6337 SERIES] 1 1 1 1 1 1 1 1 1 1 SLUSH TYPE CAOKEA] CLAPPER SNOOT STYLE INLETS An auxiliary inlet connection with 1,000 G.P.M. minimum inlet capacity, clap- per snoot on each inlet. When used on a wet system a separate swing check valve must also be installed. Flush design desirable when appearance is a factor and provides unobstructed passage. it nflN'Is111,11i6VEtr,,f k 14n; 6337 HORIZONTAL 6338 VERTICAL S TANDARD EQUIPMENT: Cast brass four-way horizontal or ver- tical inlet body, 6" back or angle outlet as selected by figure number; brass plate with branding as selected; clapper snools (See Page 6-15); with plugs and chains. SPECIFY BRANDING and THREAD. UIL LISTED B RANDING: "Dry Standpipe," "Standpipe," "Auto Spkr." or "Combi- Size: 6X21/2X21/2X2'/2X21/2 nation Standpipe and Sprinkler Systems." FINISH: Polished Brass OPTIONAL FINISH: PC -- Polished Chrome Plated 23% r." 1 1 1 1 6340-6343 6350-6352 SINGLE INLET An auxiliary inlet connection with 250 G.P.M. minimum inlet capacity to supplement the fire protection water supply. Provides unobstructed water way. Flush round or square design enhances appearance and provides unobstructed passage. Figure Number 6340 1 1/2 x 11/2 es- pecially suited to residential sprinkler systems. S TANDARD EQUIPMENT: Cast brass round or square plate with double female swivel adapter; plug and chain; branding as selected. SPECIFY THREAD and BRANDING. NS 1-1i—oGtlCT' B RANDING: "Standpipe", "Auto Spkr" FINISH: Polished Brass OPTIONAL FINISH: PC — Polished Chrome Plated N 6340 6341 6342 6343 1+X11/2 2'/2X2'/2 3X2/2 6350 3x3 6351 6352 21/2x21/2 3x2'/2 3x3 Page 6-8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 HORNS AND STROBES �Vh. , l• lclt Idlers a complete lint!, 111 111;111 11411-1( 11111. ,ulet: AC and DC !mains wlili opilollal flashing ,louf,vs. Ideal for Ike alarm a1111iraHurts where high „ 111p11t, low current draw and dependability are of citllcal concern. All 111o1leis provide rugged, valnil111•reslslanl con. $1111,:114)11 with die civil housing for t11e horn mech. 111111111 awl Lexan'' lens for the strobe clrcuhly. A full range of amounting opal lls is 1)IOvl4led tun 1nduor or 01111100r Installllllons. All 1)C models Ii hire a wide 11111111 vintage range for compatibility with unregulated povler supplies nw l Itre pi lalicell to allow supervision of installation tvuli111 1'atellled strobe horn mmids draw no more cm rent 11lan a horn alone And address growing re• r1uln:menl5 for alei ling the 1leal1nJ Impaired. 1'L'attirk:S • 1 tl+lh sound output • Optional flashing strobes • 1.1/1/411 power Consumption • All models are fully factory assembled) to save InsIa11,5Hon illlle • Strobe horn (411r+1els olive 51n1JId 11113111 to save wiring Milo hit 2•wlle, bullion operation of horn 41141 ... dual input models also available • Wide voltage range • E;onven1enl twanging options 1 ,,•ran h 1oJhlin f,i IId+I1Cl1l11d1 ul 1 i1I1+:,nl l:14:0: Company Ordering lnforr11tlllrl ,incl Silcclficntinns 1 luras: All models lncorporale a resonant grille design for Increased soli cliiliwi. �^ 9.. P! . A 1ur�l� Mudd Nu111eu . Inpn14a11igi R1t0d Cunlnl JDA-.;:.. QFC i1 .M1un114 0 tont 29! ----.. I r 115 II _ 113 JAf 0 0111 IgE, (IM, R''iA. IFA, U(N. I SA ') 15 6 VUC�_ — 4125 —442 A 81-11-9:::71071i.'.. 111 11 A ---? C, il. E IllCrll: 65d fIA. U(P, t:;�ll 111 C 111•?1 R^� ^Is ii1 Or'. II IRO �•Y12 —11k r,F4A. AS.1�lirP .NIT 71 Il _.. .11 _11.7 V11C_ -- -11.'117 ....._.....-..r .�.__ .__...__ . ti11'11611 1 tarns; All models have 13O{ill sllmhltaneJ�uslyler fmmstrobes l; potwith verls+,riplyl(111o111eir�iiun 41 wh11e kill, 1 turn and s robe npl,rS v - _ ___ u 3). in tiNf'i....ti. IJ!01.;'1107, _-Fing1 _ --ii-------------" !�~ UL�rflA,r+A, DIP 21111M(.115'N rI4 . 11}')M T-i11M11_ ---ii— A,II,C„D ;1x1'; r16N 711'' `i4.1l t viii: � �11,iiii —it axv:(•12ilia ..—iiihViii; .....;"..i',9_,.. Tt — rimit.?i''Wrll • •1; 11 14111; _ 4+4411 _ k? --. roll fI?w FR i'!i6YIfC A-1?i— _ 2" v_inni1?l'W111''14)1?VOC 111141 _ �02 r gin1.12w is —�. 1511.,111'. 0 i2S5— 92 –� 1+1111 I AId11111 0 11 4141 MI111. 441 141 i I IV�+1 114 41 1111 H ,1 q,1 I1V11,1 •4 111 In1I+,W: 1M1n4 1 11141 Mime ingot vn1111�I t, Q4 114144 1114 141•.11 4101114 Kra 14 .n .1114 [Yulnl 4 Iuwnlny1nl 1 ulna 1I 4.1,.111111 441111;.11.4114111 ,41 1 1 4446114 W n,114411.,114 14 `IM 111111111, 044•.' 1 lag now nW1111,1.1 ApW1. ell 111 • 111.4.,i111U 4444111 WIg1. 111I • II14II4 Idp114t1111111n141•l+:In14l 114 • $1111.11 l,i,I.unl N. 1,Ia4a41 111. rl,W,y 41,,1,.11, 0,14 • 114411•I $14nd11.11 A:4u„Uun, 11.114 . IHR Nit 1:3y INA YI 5HIWU41 411,4414414, DIP • I:.ly 1•1 Ch.+1yu MImilt lug ()talons (All optional mounting plates and backb0xes must be on lerell separately. D SEMI HUSHw n w T rw... •� . 1411.• SIGNAL SOURCE HORNS & STROBE HOIUIS SERIES 7002 7004 FIRE SERIES 31 31 36 u(. CIM, 11.1. 111 tip!:+:Ny Cotur whoii 01410111 T) A SURFACE 114#4441144111.11 1 SURFACE ,C+11111,1 Calot '4ml'i 11,11: Pal 11 14 M 4 11 woo Sleku11 ,. I'I'.I1I &oleo. µit 51' SERIES 1001 HC Wheel+rrl El I:;.Seli al Iva'Itag In pin fon 51451441.4111 pro„ lueell runty til} c IIn11L's col pruv14114411 Maki lei The co Impact 11 appearaii backboxm strobes f1 alarm (El SERIES V700I 0 1111111011001 Ilolnl S(a11S v111a1 F 17 AI 1504 F FIUSII I51roh0 flora) " _... :711115 71411 111 Fenturc. • Solid dI,'pl,n. 11+11111 + • Broad' 111111 a• ▪ Lowcl costs • Wide I using 1 • 1:111511 1 for set • l'1111711 outdo • High and 14 • Simk whrin' and i • Scrc' • (JI. 11 E 1111$11 11101011 5144115 ru1.1luioKDoke. 31 31 Or(le• ELECT 1104144. 1114071 Islagql EC1 ' 31110' 10ual IP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CALCULATIONS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROJECT: 4,4GtS0N (ie31 Qe HIGH COUNTRY ENGINEERING 972 GOLDEN GATE CANYON ROAD, HWY 46 GOLDEN, CO 80403 (303) FAX: 303) F842008AX:: (3033){ 83? 303tib 50612 SYSTEM NO.: TW 0 li24A eAC'L to' ccSJ(thGc. - ALL 'iyPc M COPPe4. NOZZLE (DENT. AND LOCATION 2-- C C,n c AI.eS FLOW IN G.P.M. q 's awscc. Q 18 q 2l Q 39 q 0- E- F Q 39 q Q q 3 Q 3 G q Q 39 6- Q 4) q Q q Q 0 PIPE SIZE s 1.0 •1.0 1.0 DATE: 1 PIPE FITTINGS EQUIV. AND PIPE DEVICES LENGTH G 2.0 L20-0 F 2- T 2 2. 3r L 13 FRICTION LOSS _ P,S.I.IFOOT 1Et2.0 F T wp=6.6 T 21 fc.2 ,L 11 F T l3 1e 2 L ti F 2- T T 13 2�2t4L S4 /.2S" 4.0 cT F 34, 'MAL 31' T S♦*rP y !. S F T �b Gv = S i. 100 T 110 T L F T 24S e -1S° . 2 ES 511 Joe C:15-6 .601 C:h6 PRESSURE SUMMARY P1 la Pe Pf 5.4 Pt 23,6 Pe Pf b . 0 Pt 24.4) Pe 4' '] Pf ? Pt 56.2. Pe 4.? Pf 3' Pt46#6 Pe 3 ,4 Pf 9:1 Pt$ •I Pe MEW Pf . O Pt 4. Pe ROM Pf 61 Pe Pf Pt Pe Pf NORMAL PRESSURE Pt Pv Pn Pt Pv Pn Pt Pv Pn Pt Pv Pn Pt Pv Pn Pt Pv Pn Pt Pv Pn Pt Pv Pn Pt Pv Pn 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROJECT: HIGH COUNTRY ENGINEERING 972 GOLDEN GATE CANYON ROAD, HWY 46 GOLDEN, CO 80403 (303) FAX: (3033)(303)G83-582-0512 6 05!2 5 SYSTEM NO.: l r V0 CAtt. x 4tv ('c»VcAA 0 0 DATE: I 2 Zr 6 NOZZLE IDENT. AND LOCATION r FLOW IN G.P.M. PIPE SIZE Y PIPE FITTINGS AND DEVICES EQUIV. PIPE LENGTH FRICTION LOSS P.S,I.IFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES ,� dal E t 1.O L L 1 2_b Pt 2-5-4 Pt y: 4.2 as.4. q 25- , r T c 2.0 MEPe Pv 3-4 Q 25' 3.0 T 1J Pf G.8 Pn 2Ec 1.0 '2_ L 46 Pt 422 pt a 1.0 gTc2.o.16� 127 Pe Pv Q t T b 6 Pf % 3 Pn INI L 11 Pt 513.5 Pt c- D a .1. ._EMI ,4 7 Pe 4'7 Pv =1043S T l3 C ISA Pf Pn :9, ? illaO25- L t Pt 65 Pt 0-E- a l; 2?' 111111111F111.174'7 Pe 4.7 Pv Q 2� T 13 e + ItsPf ; 6 Pn - 61-F q 1.259Tc3.oIME 2Ct2.o 1 54 T SS" .0 ro C. 15 Pt Gtr' Pt .. Pe - Pv Q 2S lom., 31 `Pf 3'9 Pn • gfP = 3- 1 s Pt 65 PI 1:---6 a /'IIIIIIIIrBfA •047 Pe - Pv Q 25- T / b Pf .47 Pn 6 -Ii q ' 4A wV % S L 6a 'UUt Pt G`Sr't Pt 1 i+tn• S F In Pe Pv 0 :15- T 1 I 0 Pf • 1 Pn L P1 6 5.5- Pt �1nr�7 qCP Pe Pv 0 _ Pf Pn q irom T Pt Pt Pe Pv Q Pf Pn '_ 1 it 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 {1 to HYDRAULIC GRAPH PAPER • • Y .- T -. N -. 0 • w n 1 .--•----.t _.— —,_ ___ — _ — __/— 0 -, _ ___ •..«�0=.� _ �-�..'O— _ �.O __ —__r. • _ Lam.^r._ _ N T -d f --4.=_• 1- .O �...� �_ iiY O..ctl.. 0..r Ngfl -Cvs 44 ?A \o • • 1' A)E LSG r3 1-0' TOP FOR WALL FEATLRRES AND L 011 ANa SEE ARCM. FRONT FACE WALL o /4 VERT. o 1=6" O.C. .+ /4 HO.R/Z, 0 3=0" 5=0" T.O. WALL • SEE LANDSCAPE 511 • • 2'aR. • --- 15 VERT. • 6" O.C. 1'-0' #4 HORIZ. 0 1=6" 4-0' 4 • /506' 0C 5-14 CONT. AS S'1OI 2-/4 CONT. r -o 5=0" 2- 27-01 155 06' at -4" army T.O. F1 i& AL SEE ACAN /4 O 1=6" CONT., TOP # •8" O.0 O~.....*,,z p1.1( 4-::, F'P,. �,.1 2703 - • (r' r: •') S\ l gli * Z -1/-o 1 :.. • c� B" C.M.U. 1 ' WEEP HOLES 0 4'-0' O.C. J=6` TYPICAL GARDEN WALL SUPPORTING STONE 04 0 2=0" O.C. 4- #4 CONT. (SPACE AS SHOWN) SECT/ON EXIST. ENTRY WALL 14x2-6"024"aC. DRILL & GROUT 6" INTO EXIST. FOUNDATION WALL PROPOSED RETAINING WALL DETAIL 1-18-2001 3:03PM M- y FROM MKK CONS ENGRS G. J. 197024544E0 P. 1 _LA,. RMw1:11 CQNsuLT NG NGINEEb�RS, INC, �Meanlcal, COnsultents� 827 Rood Avenue Grand Junction, Colorado 81501 (970) 245-3177 Fax (970) 245-4450 FACSIMILE TRANSMITTAL COVER SHEET TO: Amo Ehlers DATE: elfin jary 18.2001 COMPANY: Garfield County Bldo Deparjment RE: Nelson Residence PHONE: 970-945-8212 FAX: 9704894•51,04' 945-7i 135 JOB NO: am024149. �. FROM: Lincoln yannah. P.E. PAGES: 3 (indudina co Q) REMARKS: ❑ URGENT - Reply ASAP El For your review and comment It appears that I had your fax wrong (384-5004 instead of 945-7785). Here is a copy of the letter I promised regarding the Nelson Residence. Please call me If you have any objection to the proposed Interlock. 1 will direct the contractor to install the interlock to prevent the uncoil unit from operating when the fireplace appliance is lit, but will leave out the carbon monoxide detector as I feel it is redundant. EI Original copy in mail. No copy being forwarded. Please notify our receptionist at the above phone number if youdid not receive ail pages or encountered. difficulties e •roi.Iinn •j.i. f.v 1-18-2001 3:04PM A FROM MKK CONS ENGRS G. J . 19702454450 P. 2 NH CONSULTING ENGINEERS. INC. e act illiectricaCEncrgy -'!`ea noi-ogy 627 R000 Avenue Grand Junction, COIur00o 81501 (970) 245.3177 + Pax (97n} 243.4450 www.mkke[;wro 12-19-00 Amo Ehlers Garfield County Building Department Glenwood Springs, CO RE: Nelson Residence Our Job No.: GM00240.00 Dear Amo: As you and 1 discussed on the phone today. we are proposing to install a fan coil unit at the subject residence with a return air inlet located approximately '2 feet from a gas log lighter appliance (sketch attached for your review). This could be considered a safety hazard per the 1994 Uniform Mechanical Code, paragraph 317.6. The Code could be Interpreted to say that a blower powered heating system should not take retum air from closer than 10 feet from a fireplace appliance. In this particular residence, the building structural and architectural design essentially makes locating the return air Inlet 10 feet from the fireplace appliance Impossible. The solution I would like to propose is as follows: We will install an electrical interlock between the fireplace appliance lighter and the fan coil unit supply fan. The interlock shall be wired such that the fan coil will be prevented from running whenever the gas log appliance Is operated. This .interlock will prevent any possibility of produots of combustion from the gas log appliance being drawn into the return air inlet of the fan coil unit. I recommend that this measure be taken. Additionally, if directed by the building department, we could also install a carbon monoxide detector/relay in the room served by the fan coil unit. This detector would shut down the fan coil unit and the gas log appliance If the above interlock failed for whatever reason and if excessive levels of carbon monoxide from back drafted products of combustion were present in the room. I do not recommend this second measure be taken, as 1 believe it is excessive and redundant. Minnie Billings Cheyenne Denver Grand Junction Great Falls Powell Canrala Montana Wvornine Colorado Colorado Montana Wyoming. 1--18-2001 3 : 04PM FROM MKK CONS ENGRS G. J. 19702454450 P. 3 Amo Ehlers 12-19-00 Page 2 Please call if you have any questions or comments. If you are in concurrence with this letter, please let me know so that I can let the builder know which way to proceed. At present, our only other option may be to take the heating coil out of the fancotl unit (so that it Is not considered to be a heating appliance), and install in -floor hydronlc heaters to supplement the radiant floor heating system. Very Iy yours, Lincoln Vannah, P.E. LWV/iwv Enclosure Cc: Diana Golis, Wodehouse Builders 1-18-2001 3:05PM . XB FROM MKK CONS ENGRS G.J. 19702454450 P.4 9 RETURN ElekIR D T GAS FIR PLACE TO RA GRIL RETURN AIR VOLUME DAMPER 22/12 SA UP INSIDE CHIMNEY ENCLOSU 10X10 , •A LOUVER WITH VOLUME DAMPER AND MOTORIZED DAMPER. CONNECT FANCOIL RETURN AIR PLENUM COIL UNIT ACCESS DOOR RE: ARCH DOWN 145 •� —1 — FA FC -4, SUPPORT FROM F OOR USING VIBRATION ISOLATORS. U BLOW UNIT WITH BOTTOM RETURN .. INS LL DUCTWORK THROUGH STR CTURE IN CEILING. TO