Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - 81 PEACH TREE LANE 4/30/2018 (2)
Building Permit Check List Lot # /0 Date 711c3 6y ® 1 Building Permit Application completely fillet[ Out .ten Signed by Construction Super b Signed by Peachtree Represenative Square footage of house on permit ® 2 Form U signed off .-e DPW (check for sewer tic in) ✓b Fire Department .mac/Plan.ning Department v Conscrv4tion (check for wetland bond, where applicable) 3 Growth Management Fornl ®'4 Certified Plot Plan as built foundation plan required for construction permit N ®'> Copy of Construction Supervisor's License J ® 6 Workman's Comp Affidavit J�- t�e� 0'7 2 Copies of Building plans ��� � -r �/�nclude a copy of the sprinkler plans \ AA n `-8-C-uprof-the contract (if applicable) �. 9 Copy of the Mascheck (energy audit) 10 Copy of the Form J ��'" �►"' 11 Check for Permit ✓a Foundation Permit b Building Permit ra �o • i i i i I � a �; ; ,� I I • � �•'�� ili .,f_ e , �}� ...i ' �.. �, '.i ' d '� ...i }... � i i • r -. I J �\ � ' `'j �'�f � i` t � tt , �f1 _ �� � i � � � y i � �" � �}, _ _ .' ..�:: ,, �� :, � � , �' •�' ' aYfi�,4 � �� �� i .r,a y, .� �8 fi ..� I � 'r a*� � ��;`1 � ��� i i �� •+ l� . .e`a t � 'r � " l t �. `' � �!!i� • i �,., `y r , i � �•. i', ,, + a _ f b ,r a ^li�� �_; .�., , •� � i! � i REScheck Compliance Certificate Massachusetts Energy Code REScheckSoftware Version 3.5 Release Id Data filename: K:\Laudani\Peachtree\HouseB\4996B.rck PROJECT TITLE: Peachtree Development CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 03/22/04 DATE OF PLANS: 3-21-04 PROJECT DESCRIPTION: House B COMPLIANCE: Passes Maximum UA = 541 Your Home UA = 530 2.0% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low -E Door 1: Solid Door 2: Glass Floor 1: All -Wood Joist/Truss:Over.Unconditioned Space Boiler 1: Other (Except Gas -Fired Steam), 80 AFUE Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA 1328 30.0 0.0 46 275 19.0 0.0 14 3360 13.0 0.0 240 345 0.340 117 21 0.180 4 63 0.340 21 1874 19.0 0.0 88 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release I (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. t 1 Builder/DesignerLulj✓ Date -A -0,y ft-ect mangair Let /0 8l Pe -a �e��a,v>✓) Pkc 4.1ee firms C GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUILDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The applicant shall provide all of the necessary information as requested below. _Pcar1 4y ---e cc ege (eArr.eti' cam 81 IPmct�xee l ,,, e Permit Applicant Property address 'Map / Parcel (?74 tes Applicant's Phone Number Single Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required priorto the issuance of the building permit. Further I understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the.building. permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark . This is an applicati,permit on,for a building for the enlargement, restoration or reconstruction of a dwelling in existence as ofthe effective date of this bylaw; provided that no additional residential unit is created. The lot(s) was/ were created prior to May 6, 1996 and are exempt from the provisions of section 8.7 ofthe Zoning Bylaw. This application is for dwelling units for low and or moderate income families,or,individuals, where all of the conditions of 8.7:6 are met and or represents;dwelling units for senior residents, wliere occupancyofthe units is restricted to senior citizens through a properly executed and recorded deed restriction running with the land. For purposes_ofthis section"senior." shall .mean. . persons over {}ie age `of 55 This application is part of a development project which.voluntarily agreed to a,minimum 40 %permanent reduction in. density (buildable)ou) below, the density permitted under zoning and feasible given the a ivrronmental conditions of the trad,4ith the surplus .land, equal to at. lea stten buildable acres and penal entiy designated as open space or farmland: The land to.be preseryed'shall be protected from development by an Agricultural Preservation Restriction, Conservation'Restn�on; dedication to the Town, or other similar mechanism approved .bythe planning board that will ensure its protection: This applicatwn repr! s 4 a tract.o f land existing and not held by a Developer in common ownership with an' adjacent parcel on the effective date oithis Section 8.7 and shall receive.a.onetime exemption from the Planned Growth: Rate and.' Development Scheduling provisions for thepurpdSe of construfcting one single farriily dwelling urii f on the parcel This application represents a lot which is ready fora building permit ( all other permits from all other boards and commissions have been receryed and the projed.is in compliance withthose permits); and the Development.Schedu]e does not aocommodat . issuing a buildmgpermit m that year..One biiilduigpermit will be issued per year perbevelopment until such time as the'development schedule accomingdates issuing building permits. Applicant must submit -n approved`FORIvI U with this PLEASE PROVIDE ANY AND. ALL. INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE. OR MORE OF, THE ABOVE EXEMPTIONS. BY; SIGNING,BELOW I ATTESTTO THE ACCURACY OF THE INFORMATION PROVIDED'AND THAT THE ATTACHED BUILDING PERMIT IS ALLOWED. AN EXEMPTION AS CITED ABOVE. FURTHER' I .UNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE CHECKING: OFF OF,A ABOVE EXEMPTION WHICH DOES NOT COMPLY, WHEHER DONE TO MY KNOWLEDGE OR NOT IS GRO�SAL.BYTBEBUILDrNGDEPARTIvIENTTOISSIJE'A]3UIL,'DrN'G"PERICT. AIL AP CANTS -SIG ATURE DATE THIS FORM TO BE ATTACHED TO THE BUILDING PERMIT APPLICATION aThe Commonwealth of Massachutts Department of Industrial Accidentsof Office of investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name ✓ _ 'Please Print Location: I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity ® I am an employer providing /1workers' 'ccompensation �for /my employees working on this job. r`mm��nv Hama• P -l' Q l [. 11 `C'C 1 Jr" V Y 1 A o # vitt �r Address C; 6 City: M[L i I - l 0 1 Phone # T7 'c�'" 10 5�� ve f ej r1-11471/-513 C� 1 mac,�S'i l �0n y Address ) City LO) P1'S Phone #7 49 Incr irnnr.P Co I -41'61erkcl / a I u Q / Policy # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to $1,500:00 and/or one years' imprisonmentas well_as_civil..penakies!nSheinrm ofa_STOP WORK_ORDFR.and a.fine.of.(.$1.00.DO)asiayagainst.me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certify under the pains and penalties of Signatu that the information provided above is true and correct. IN Print name \���ri - ��� SO +'1 Phone # l 2�- 32J -&U "7 0 Official use only do not write in this area to be completed by city or town official- City or Town Permit/Licensing ❑ Building Dept ❑Check if immediate response is required ❑ Licensing Board ❑ Selectman's Office Contact person: Phone #: ❑ Health Department ❑ Other FORM J LOT RELEASE The undersigned, being a majority of the Planning Board of the Town ofNorth Andover, Essex County. Massachusetts, hereby certify that: a.. the requirements for the construction of ways and municipal services called for by the Performance Bond or Surety and dated and/or by the Covenant dated May 20, 2003 and recorded in the Districts Deeds. Book 7827, Page 143; or registered in Land Registry District as Document No. and noted on Certificate of Title No. in Registration Book: , Page ; has been completed/partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover, Massachusetts" Plan dated October 24, 2002, last -revised May 16, 2003 recorded by the Essex North District Registry of Deeds, Plan No. 14502 or registered in said Land Registry District, Plan Book , and said lots are hereby released from the restrictions as to sale and building specified thereon. Lots designated on said Plan as follows: (Lot Number (s) and street (s)) Lots 10 through 19, inclusive, Peachtree Lane b. (To be attested by a Registered Land Surveyor) 1 hereby certify that lot number (s) Lots 10 throunh 20, inclusive. on Peachtree Lane do conform to layout as shown on Definitive Plan entitled "Definitive Subdivision and Special Permit Plan Peachtree Farm in North Andover. Massachusetts". O S t V t C f J E ro f t ' Registered Land Surveyor I of 2 L c. The Town of North Andover, a municipal corporation situated in the County of Essex, Commonwealth of Massachusetts, actincy by its duly organized Planning Board, holder of a Performance. Bond or Surety dated 20 - and/or Covenant dated May 20, 2003 from Big, Kahuna Properties LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 7827 Page 1.43; or registered in Land Registry District as Document No. and noted Certificate of Title 110. in Registration Book: . PaQe acknowledges satisfaction of the terms thereof and hereby releases its right, -title and interest in the lots designated on said plan as follows: Lots 10 through 20, inclusive, Peachtree Lane EXEi CUTEi D as a sealed instrument this d,1N n f her ,k, '>,'1n/1 Majority of the Planning Board of the Town of North Andover COMMONWEALTH H OF MASSACHUSE TITS County of Essex, ss On this V -=clay of May, 2004, before me, the undersigned notary public, personally appeared(, Ann 1ST- ' , proved to me through satisfactory evidence of identification; which is �M��, ��� �r���v to be F1— the person whose name is signed on the preceding or attached document. and acknowledged to me that he signed it voluntarily for its stated purpose, as member(s) of the Planning Board of the Town o:f North Andover, Massachusetts, l - K0271578.2 NOTARY PUBLIC -D,,.,,,, My Commission Expires: 2 of 2 o • r ESSEX NORTH M ' PY OF ()EE0 LAWRENCE, MASS. A TRUE COPY. AT E RMSTER OF DEEM BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 055419 + Birthdate: 10/18/1965 Expires: 10/18/2004 Tr. no: 3206 Restricted: 00 MARK J VENTI 90 MIDDLE STo-y -� WOBURN, MA 01801 Administrator \ \ JLJ/ - \ .p rn S \ \ J \ \ 25. 25 N Z F.- 3 � ° � . j o N � r. cnom -fir' ■� 0 p M a i+i m D mm 0 � a -OCL � o O ('� 0 m= o Z ' Z w Ox m O = Zp c Dw o� m oZW � m u W co 'D -1 m r r� O m cn D z a m O ZZc 03 v �7 c on F4 m m m a m r , �m0 II ou (—nA 3 m N Z m SU 9�� :-E t .. i { �._ i 1 Location No. C�,--� Date (�o,. U 2I.,�-- TOWN OF NORTH ANDOVtR Certificate of Occupancy $ 12A' Building/Frame Permit Fee $ 3 2o' 00 Foundation Permit Fee $ 1008 Other Permit Fee $ TOTAL $ '�; f" 3 c� C Check # / ?(71 QA, u V(:Er5 SJS Gff-Nxi 1 7765 , ��D Building Inspector Location )-,'t 0- 531 vc eke "-yaa No. C» 1 (7-4---c4--) Date I& � _. Nom,. TOWN OF NORTH ANDOVER v"' s f J- ti Certificate of Occupancy $ �� s'•^E<�' Building/Frame Permit Fee $ MU Foundation Permit Fee $� Other Permit Fee $ TOTAL $ Check # 14-�t t 17559 ris Building Inspector F BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: e Building Date WfMnN 1. SITR TWORMATHIN 1.1- -Property Address: *1 4' Qe1.2 Assessors Mw arkd Parad Nuinbw. Qj-. -V L *--I 7Pecca car6A g -!en- ?CA.m A -P6 N " 4s Aco"ed c -A- 4L t1aw (?- endue 2.1 Owner of Record Map Number ftmiNumber Rea 01Tbe45 TOS%45-03 4 13 taring laforaunian: G)"76 7 s. -F. � 1.4 PkpatyDimensicm �e ;aeAJCC 11IL149 Q� Zming Didrid I I Ut Arm A EuUtt 1.6 BUEU DING SETBACKS (ft) Front Yard Side Yard Rear Yard Provide Provided Provided CIO' 1.7WsW Supply R(LLC.40.Si34) 1.1 rM4 zow Zoe" OUW& Flom 7am iz 1.1 smaw Dispo"I syst= MAW*4 jt oil 5i1*D*Wd SYS= 0 Public t- P& to 0 — SECTION 2 - PROPRRTY OWNERSHIPIAUTHOItIZED AGENT 2.1 Owner of Record Name (Print) jz=LC- 0 AnK Awclove- , An Address for Service: J f Ll 78 ) -)q -V0 (3. i Signature y TACO= 2.2 Owner of Record: r. Name Print Addras for Service: Si Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Conswwfift Supervisor: Not Applic" 0 VC---JT.T Licensed Construction SupeMsor. C's 0 6's, v/ License Number �o trl.-Jd ke 6+ kk bue--v, r44 0 10 01 Addms (T78)&7 -415 -VO /0/ZR Expiration Defe Signatu telephone 3.2 Rogistored Home Iniprowntat Contractor Not Appkable o Company Name Regisuation Number lk I Expiration Date signature -TdS tMe ` ' i � - i r �� F I �� hey � a. t` , r dr ># ys i ,.r/ `. r .. mt +; �.. , ♦ 3 - I �' .. �� - � - � .. '� .', .�� � .. 'M,'�, - ' 7.1 ���� �� � _ .. «, ., dt t ah. � t, A- 1 �,X I � �. Y ,1 , « R � F �,. � � � �. .. �Y:� �\r�` f - ` y r s S y, � i 1 ' 0 SECTION 4 - WORKERS COWENSATION (DLQL C 152 § 25c(6) wodmrs Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the dcnial of the issuance of the buiLdig ermit Swed affidavit Attached Yes ..... No ....... 0 SEI'['lON 5 i?escri ' of t _ Work a>a aMe New Construction fp Existing Building 0 Repair(s) 0 Alterations(s) 0 Addition 0 Accessory Bidg. 0 Demolition 0 Other 0 Specify Brief Description of Proposed Work- Conil S w.r .r . r:n� :.rs ► a . r ytt . �..:�� wE. Eli jwSslyc;f FEW .u. +.• r.♦ .� �� r M., .:� it YI• _ ...:«o. r �► Iii .rte _ - SECTION 79 OWNER AUTROIZIS.ATION TO 1319 COhfPLETElD WHEN OARS AGENT OR CONTRACTOR APPLES FOR BUII ifWG IPUMT L , as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf, in all rnatters relative to work authorized by this building permit appiicatiom Si tura of Owner Date SEC UON 7b O'V6 NEWAUTHOR IU D AGENT DECLARATION I, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief Print Name Si tore of Owner! ant Date 140. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS Isr2 NO 3Kv SPAN DIMENSIONS OF,STLLS DDAENSIONS OF POSTS DII+ENSTONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL- OF CHMINEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE Ftf M U v LOT RELEASE FORD,,, INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION**********��************* APPLICANT /eack-feee PPye 1C�pm P,)4- LLC PHONE .3d 78 l a/a..,-d/'1So.i as (&"Jej LOCATION: Assessor's Map Number} 1,&,jpa..ce 1?%aje W brkPARCEL SUBDIVISION �Ccr11 Mti LOT (S) 1_ STREET Pe=y 4-eee Nf: ST. NUMBER OFFICIAL USE ONLY*********************************** REC9IMENDATIONS OF TOWN AGENTS: . CONSERVATION ADMINIST DATE APPROVED DATE REJECTED COMMENTS TOWN CANNER DATE APPROVED DATE REJECTED FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWERIWATER CONNECTIONS FIRE DEPARTMENT RECEIVED BY BUILDING Revised 9197 jm R� DATE1-��"� f AUG -16-2004 12:26 PM MARCHIONDA&ASSOCIATES 781 438 9654 P.02 I S29'53'44"W 111.54' / 30.94' a I / I LOT 10 S29'53'44"W PEACHTREE LANE 13705 S.F. WE HEREBY CERTIFY THAT WE HAVE EXAMINED 0, 31 Ac. THE PREMISES AND THAT THE BUILDING IS LOCATED PURPOSES ONLY, IT WAS PREPARED FROM EXISTING PLANS AND RECORDS AS SHOWN, THE STRUCTURE SHOWN CONFORMS TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF LW=112.27' THE MUNICIPALITY WHEN CONSTRUCTED, ALSO, ACCORDING TO THE F.E.M.A./H.U.0, FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN SHOULD NOT BE USED FOR PROPERTY COMMUNITY PANEL NO. 250098 0066 C DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED CBA=100% 56.5' IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE, CERTIFIED FOUNDATION PLAN LOT 10 PEACHTREE rARMS MARCHIDNDA r& ASSOC.,L.P. NORTH ANDOVER, MA 71 6' ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR cp r PEACHTREE DEVELOPMENT, LLC w P.O. BOX 3039 (781) 438-6121 ANDOVER, MASSACHUSETTS 01810 SCALE: 1 "=30' DATE: 8/16/04 o 6,2' N �y' 19.7' `bp r W (A ���� F; � ,7.7' as.s' ILD 22.3' O p 10,0' 0 �oO TOP FOUNDATIONN 30,30.3' ELEVATION=277,10 - 1.7'— �21,2' Y- �` 3' E 7' 241A "N 30.94' a S29'53'44"W PEACHTREE LANE WE HEREBY CERTIFY THAT WE HAVE EXAMINED THIS FLAN IS INTENDED FOR ZONING THE PREMISES AND THAT THE BUILDING IS LOCATED PURPOSES ONLY, IT WAS PREPARED FROM EXISTING PLANS AND RECORDS AS SHOWN, THE STRUCTURE SHOWN CONFORMS TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF WITH THE STRUCTURES SHOWN LOCATED THE MUNICIPALITY WHEN CONSTRUCTED, ALSO, ACCORDING TO THE F.E.M.A./H.U.0, FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN SHOULD NOT BE USED FOR PROPERTY COMMUNITY PANEL NO. 250098 0066 C DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED UNE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE, CERTIFIED FOUNDATION PLAN LOT 10 PEACHTREE rARMS MARCHIDNDA r& ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PEACHTREE DEVELOPMENT, LLC 62 STTONTVAONEHAM, AVE. SUITE , MA. 021$0 P.O. BOX 3039 (781) 438-6121 ANDOVER, MASSACHUSETTS 01810 SCALE: 1 "=30' DATE: 8/16/04 D a�ID M n rn �. 0 _ c 3 s •„ t� o 'm H 0 -0 o m D Q � '� O _3: CD H ,* CL 'a a o' c c �c a o Mm M c.0' a � co c to CD :... c. 0 S t EE 0 0 r rA En N = < O• a ? dmb • @ G o m .- o z N �. ?. I %1-0 Ln Oo N rt a o � 0 doft �. O m O (A m G m' Q a m C .a �. E ° M C a .m 2 in C P►, O y E o e: �. v M m U3 _ y nj a V m E c a�ID M n rn �. 0 _ c 3 s •„ t� o 'm H 0 -0 o m D Q � '� O _3: CD H ,* CL 'a a o' c c �c a o Mm M c.0' a � co c to CD :... c. 0 S t EE 0 0 r rA En { y � r \ f CO) m m x m m x CO) m CO) a m a F n 0 z 0 z cn C4 CDCC cr ca a EL- CO W El CC22 Cl) CD ica �t c=3•=M z Erc ErCL CL 0 Car CD Ga a C:, J, o7R = rj �L o ZZ. cc, C2 cl CD CL U2 Q =raI CEO 71 C-)= 0 0: CCDL CA w C., C=L S cr w 6'c E -L CO IE CDVJ . o CA Q CO) . 4W 4141,11 cl) 0 CO) CD an 5 - CD CD CP @ 0 CSF& CLM: o� co, r C/) to 04 CO) 0 Cl) + a CA CD CL [A CL S co) CD su CD C-) CD CL cr =r CD =r CD Cl CD a F n 0 z 0 z cn C4 CDCC cr ca a EL- CO W El CC22 Cl) CD ica �t c=3•=M z Erc ErCL CL 0 Car CD Ga a C:, J, o7R = rj �L o ZZ. cc, C2 cl CD CL U2 Q =raI CEO 71 C-)= 0 0: CCDL CA w C., C=L S cr w 6'c E -L CO IE CDVJ . o CA Q CO) . 4W 4141,11 cl) 0 CO) CD an 5 - CD CD CP @ 0 CSF& CLM: o� co, r C/) to g4 0 lz zi GO O W Town of North Andover RTf4 Building Departmenta 5k o 27 Charles Street 0 North Andover Massachusetts 01845 � n � (978) 688-9545 Fax (978) 688-9542 .. . �.� DRAT R D APPLICATION FOR CERTIFICATE OF OCCUPANCY / INSPECTION ADDRESS 1 Cark�ele F LOT NUMBER /0 SUBDIVISION Y(facUree -C. We 5 DATE REQUEST FILED 3 a. ,/ o DATE READY FOR INSPECTION - -3�� / �0 TEN (I0) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME.A. RE -INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE CHARGED IF THE STRU_TUj3Ej00ES NOT>MET ALL APPLICABLE CODES. SIGNATURE 6— O ROUTING D:P.W. — WATER METER DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE.. SIGNATURE / DPW AUTHORIZATION i' Atlantic Design Resources, ltd. 152 Portsmouth Avenue, Stratham, New Hampshire 03885 Phone / Fax 603/418-0764 email: asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS & INFORMATION For LOCATION 81 Peachtree Lane North Andover, Massachusetts CONTRACTOR Northpoint Realty Development P.O. Box 907 North Andover, Massachusetts PROJECT 204057 THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT, WHICH IS A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS USED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS, WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS, MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. a HYDRAULI C CALCULATIONS C O V E R S H E E T Lot #10- 81 Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test W A T E R S U P P L Y STATIC PRESSURE (psi) 65 RESIDUAL PRESSURE (psi) 55 RESIDUAL FLOW (gpm) 1080 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM PRESSURE PER SPRINKLER (psi) 11.19 THIS SYSTEM OPERATES AT A FLOW OF 28.05 gpm AT A PRESSURE OF 50.07 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE '.L' 009 BLAZEMASTER CPVC f Lot #10- 81 Peachtree Lane- N. Andover, Ma NFPA-13 D 2 head sprinkler test PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- - ft gpm Total Velocity Normal 21 4.20 26.00 14.00 11.69 0.58 11.11 22 4.20 26.00 14.05 11.19 0.00 11.19 THE SPRINKLER SYSTEM FLOW IS 28.05 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 20.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 65.00 psi RESIDUAL PRESSURE 55.00 psi AT 1080.00 gpm TOTAL SYSTEM FLOW 48.05 gpm AVAILABLE PRESSURE 64.97 psi AT 48.05 gpm OPERATING PRESSURE 57.71 psi AT 48-0.5 gpm PRESSURE REMAINING 7.26 psi THE ABOVE RESULTS INCLUDE, 9.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE 1 � Lot #10- 81 Peachtree Lane- N. Andover, Ma.NFPA-13 D 2 head sprinkler test PAGE 2 A MAX. VELOCITY OF 9.31 ft./sec. OCCURS BETWEEN REF. PT. 7 AND 21 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 28.05 75.00 23 3.32 120 18 1.265 0.098 0.000 57.71 50.07 7.64 2 3 28.05 8.00 22354 4.98 120 18 1.265 0.098 .1.733 50.07 47.07 1.27 3 4 28.05 10.00 23 3.32 120 18 1.265 0.098 0.000 47.07 36.77 10.30 4 5 28.05 3.00 23 9.27 120 9 1.400 0.060 1.300 36.77 34.73 0.75 5 6 28.05 20.00 32 9.27 120 9 1.400 0.060 8.233 34.73 24.75 1.74 6 7 28.05 14.00 33 6.62 120 9 1.109 0.185 0.000 24.75 20.93 3.82 7 21 28.05 28.00 22223 21.87 120 9 1.10.9 0.185 0.000 20.93 11.6.9 9.24 21 22 14.05 10.00 0.00 120 9 1.109 0.051 0.000 11.69 11.19 0.51 A MAX. VELOCITY OF 9.31 ft./sec. OCCURS BETWEEN REF. PT. 7 AND 21 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Sprinkler-CALL 7.2 Win Fire & Building Products CENTRAL. Customer Service/Sales: Technical Services: Tel: (800) 381-9312/ Fax: (800):791-5500 Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series LFIi Residential Flash Pendent Sprinklers. 4.2 K -factor General Description The Series LFII (TY2284) Residential Flush Pendent Sprinklers are decora- tive, fast response, fusible solder sprinklers designed for use in residen- tial occupancies such as homes, apartments, dormitories, and hotels. When aesthetics is the major consid- eration, the Series LFII (TY22134) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family .dwellings and manufactured. homes per NFPA 13D;. wet pipe residential sprinkler systems for. residential occupancies. up to and including four: stories • in height per. NFPA 13R; or, wet pipe sprinkler sys- tems for the residential portions of any occupancy per NFPA 13. .The Series LFII (1Y2284) has a 4.2. (60,5) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The flush design of the Series LFII (TY2284) features a separable es- cutcheon providing 3/B inch (9,5 mm) vertical adjustment. This adjustment reduces the accuracy to which the pipe drops to the sprinklers. must be out to help assure a perfect fit installation. The Series LFII (TY2284) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to Improve the chance for occupants to escape or be evacuated. WARNINGS The Series LFII (TY2284) Residential Flush. Pendent Sprinklers described herein must be installed and main- tained in compliance with this docu- ment,. as well as with the applicable standards of the National Fire.Protec- tion Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices.. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model Identification Number SIN TY2284 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psi1/2 (60,5 LPM/barl/2) Temperature Rating: 162"F/72°C Vertical Adjustment: 3/8 inch (9,5 mm) Finishes: Sprinkler and Escutcheon: White, Chrome, or Black Physical Characteristics: . Body .............. Bronze Deflector .. ....... Copper Valve Cap ......... Brass Orifice Seat ......... Copper Heat Collectors :...... Copper. Operation The sprinkler assembly contains a small fusible solder element. When ex- posed to sufficient heat from afire, the solder melts and enables the internal components of the sprinkler to fall away. At this point the sprinkler acti- vates with the deflector dropping into its operated position (Reference Fig- ure IC), permitting water to flow. Page 1 of 8 JANUARY, 2003 TFP420 Page 2 of 8 TFP420 (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement Is based on minimum sow in GPM (LPM) from each sprinkler. The associated residual pressures ate calculated using the nominal K -tactor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFi1 (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) .Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation In accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design' Guide TFP490 for the manufacturer's recommendations that may be accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems maybe utilized. . Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de - mantling sprinklers. The minimum re= quired discharge from each of the four sprinklers is to be the 'greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft over the 'design area" comprised of the four most hydraulically de= mending sprinklers for the actual coverage areas being protected by the four sprinklers.' Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential -sprinklers. Operational Sensitivity. The sprin- klers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The .minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet fora 12 ft. x 12 ft. coverage area, or 20 feet for a 20 It. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL and C -UL Listed for. Installation in residen- tial occupancies with horizontal ceil- ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when Installed in accordance with the follow- ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth .ceiling at any elevation. Primary Beam Cross -Section: Maxi- Minimum Flow N and Minimum Flow (b) and Minimum Flow (b) and Residual Pressure Maximum Maximum Residual Pressure Residual Pressure For Sloped Ceiling Coverage Spacing For Horizontal Ceiling For Sloped Ceiling (Max. 8 Inch Rise for 12 Inch Run) Area (8) Ft, (Max. 2 Inch Pise (Max. 8 Inch Rise Three sprinkler design when there are more FL x Ft. (m) for 121nch:Run) for 12 Inch Run) than two sprinklers in'a-6ompartment (m x in) 162"Ff72"C 162"FfT2°C 162'Ff72°C 12 x 12 12 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 14 x 14 14 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,3 x 4,3) (4.3) 9.6 psi (0,66 bar) 16.4 psi (1.13 bar) 11.1 psi (0,77 bar) 16x 16 16 14 GPM (53,0 LPM) 17 GPM (64,3 LPM) 14 GPM (53,0 LPM) (4,9 x 4,9) (4,9) 11.1 psi (0,77 bar) 16.4 psi (1,13 bar) 11.1 psi (0,77 bar) 18 x 18 18 18 GPM (66,1 LPM) 19 GPM (71,9 LPM) 18 GPM (68,1 LPM) (5,5 x 5.5) (5,5) 18.4 psi (1,27 bar) 20.5 psi (1,41 bar) 18.4 psi (1,27 bar) 20 x 20 20 22 GPM (83,3 LPM) 24 GPM (90,8 LPM) N/A (6,1 x 6,1) (6.1) • 27.4 psi (1,69 bar) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement Is based on minimum sow in GPM (LPM) from each sprinkler. The associated residual pressures ate calculated using the nominal K -tactor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFi1 (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER Design Criteria The Series LFII (TY2284) .Residential Flush Pendent Sprinklers are UL Listed and C -UL Listed for installation In accordance with the following crite- ria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design' Guide TFP490 for the manufacturer's recommendations that may be accept- able the local Authority Having Jurus- diction. System Type. Only wet pipe systems maybe utilized. . Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de - mantling sprinklers. The minimum re= quired discharge from each of the four sprinklers is to be the 'greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft over the 'design area" comprised of the four most hydraulically de= mending sprinklers for the actual coverage areas being protected by the four sprinklers.' Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential -sprinklers. Operational Sensitivity. The sprin- klers are to be installed in the flush position per Figure 1 with the provided escutcheon. Sprinkler Spacing. The .minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet fora 12 ft. x 12 ft. coverage area, or 20 feet for a 20 It. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2284) Residential Flush Pendent Sprinklers are UL and C -UL Listed for. Installation in residen- tial occupancies with horizontal ceil- ings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when Installed in accordance with the follow- ing criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 4, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth .ceiling at any elevation. Primary Beam Cross -Section: Maxi- TFP4;!U �'• r . 3/32".(2.4 mm) TYP. FACE OF DO NOT SPRINKLER OVER -TIGHTEN r_ FITTING I I I 29/32±3/16" (23,014,8 mm) CEILING LEVEL MOUNTING TOLERANCE SURFACE LIMIT SPRINKLER WRENCHING PROTECTIVE CAP AREA A 2" (50 mm) DIA. 29/32±3/16"l - _ I 2-1/4" (23,0±4,8 mm) O (57,2 mm) HEAT. . COLLECTOR 2-15/16" (75 mm) DIA. B 112" NPT r- -� 7116" (11,1 mm) NOMINAL MAKE -IN 9/16'(14.2 mm) t 1 15116" (23,6 mm) ' O L DEFLECTOR I IN OPERATED POSITION FIGURE 1 SERIES LFII (TY2284) RESIDENTIAL FLUSH PENDENT SPRINKLER rage or a WRENCH WRECESS #4948 WRENCH & SOCKET COMBINATION WRENCH ACCEPTS 3/8" SOCKET #4947 DRIVE \ SOCKET \ FIGURE 2 SPRINKLER SOCKET WRENCH & SOCKET COMBINATION Page 4 of 8 Az E E my P�:co N N m N FLUSH TY2294 POSITION B z E E E E to V t�:00 N N M 0 TY2284 MAXIMUM ONE-HALF BEAM WIDTH PLUS 2' (50.8 mm) . FIGURE 4 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the "Beam Ceiling Design Criteria" section) mum depth of 14 inches and the maxi- mum width is unlimited.The cross-sec- tional shape of the primary beam may be rectangular to circular. . Secondary Beam Cross -Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited.The cross-sectional shape of the secondary beam may be rectangularto circular. Primary Beam Spacing. The primary beams (Fig. 5A) are to be 3 ft. - 4 in. to 6 ft. from the compartment wall to cen- ter of the nearest beam and from cen- ter to center between beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the primary beams.. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 5B). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of .3 ft. - 4 in. from .the compartment wall to center, of the nearest beam and from center to cen- ter between beams (Fig. 5C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 5C). Lintels. Lintels over doorways exiting the compartment must be present.The minimum height for the lintels Is 8 inches or no less than the depth of the Primary Beams, whichever is greater. a rr-rw Sprinkler Types. Series LFII (TY2284), 162F, Flush Pendent Resi- dential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented'in the Table A for "Hori- zontal Ceilings" are to be applied. Sprinkler Position. The bottom of heat collector to bottom of primary beams for the Series LFII (TY2284) Flush Pendent Sprinklers is .to be 23/32 to 1-3/32 inches (Fig. 4A). The vertical centerline of the Series LFII (TY2284) Flush Pendent Sprinklers is to be. no greater than half the primary beam cross-sectional width plus 2 Inches from the centerline of the pri- mary beam (Fig 4B). NOTES Core drilling of beams to allow the installation of sprinkler drops requires consulting with a structural engineer. Where core, drilling is not permitted, the previously stated sprinkler position criteria for the Series LF11 (7Y2234) Pendent Sprinklers allows for the sprinkler drop to be placed adjacent to ,the primary beam. Beam and Soffit Arrangements. A soffit is permitted to be placed around .the perimeter of a compartment with the beam arrangement within the sof- filed area (Fig.6). The cross-section of the soffit maybe any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the pre- viously provided 3 ft: 4 in. to 6 it. "compartment wall to adjacent beam" distance for the primary and secon- dary beams is to be measured from the face of the soffit as opposed to the compartment wall. NOTE Although the distance to the beams is measured from the face of the so8/t, the sprinkler coverage area is to be measured from the compartment wall. ALL FIGURES: A—►–A– DISTANCES ARE IFMEASURED TO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS r \ IAI\ PRIMARY BEAM COMPARTMENT WALLS :ONDARY BEAM PRIMARY BEAM COMPARTMENT WALLS BEAM PRIMARY BEAM *REFERTO FIGURE 5B COMPARTMENT FOR SPANS WALLS EXCEEDING 20'-0- (6,1 m) . FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0- (6,1 m) rage 5 or is 14'(356 mm) MAXIMUM A- T-4,10 6'-0' (1,0 to 1,6 m) FOR PRIMARY BEAMS HAV- ING A T4' (356 mm) MAXIMUM DEPTH 20'-0- (6,1 m) MAXIMUM �B IF A= 3'-4' to 6'-0' (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- E ING A 14'(&% mm) MAXIMUM DEPTH B= 20'-0' (6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0'{6,1 m) .rb::ai:..f•,:�.rr:.:i:.�..r:,rt.6•r::"e:•;.i.,:,:.:rr: -r`:.$i..:.h:.i"rv•':;Y.,;:r.>:. FIGURE 613 PRIMARY BEAM SPANS GREATER THAN 20'-0' (6,1 m) I: IF kc A - T-4* to W -W (1.0 Io 1,8 m) "t FOR PRIMARY BEAMS HAV- ING A 14' (356 mm) MAXIMUM C DEPTH IF C=3'-4-(1,Dm)MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25 OF PRIMARY BEAMS —or— C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 6C COMBINATIONS OF PRIMARYAND SECONDARY BEAMS FIGURES BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria"section) Irr4zu spection, testing, and maintenance of their fire protection system and de- vices in. compliance with this docu- ment, as well as' with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire orinad- ven'ent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited 1W"Mrran%y Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, Improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fite Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or 'incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR /MPLIM INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE royo • vs U Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2284), K=4.2, Residen- tial Flush Pendent Sprinkler without Escutcheon and having a (specify) finish, PIN (specify). . Chrome .................. 51-123-0-162 White .................... 51-123-0-162 Black ..................... 51-123-6-162 Escutcheon: Escutcheon for Series LFII (TY2284), K=4.2, Residential Flush Pendent Sprinkler with (specify) finish, P/N (specify). Chrome .................. 56-123-9-0D1 White ..:................. 56-123-4-OD1 Black ..................... 56-123-6-001 Accessories: Socket for Series LFII (TY2284) Resi- dential Flush Pendent Sprinkler, P/N 55-000-4-947. Wrench & Socket for Series LFII (TY2284) Residential Flush Pendent Sprinkler, PIN 56-000-4-948. Protective Cap Removal ToolJor Se- ries LFiI (TY2284) Residential Flush Pendent Sprinkler, P/N 56-000-4-300. rage o or o SECONDARY BEAM PRIMARY- BEAM FACE OF SOFFIT COMPARTMENT WALLS FIGURE 6 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) Installation The Series LFII (TY2284) must be inL stalled In accordance with the follow- ing instructions:. NOTES The Protective Cap Is to remain on the sprinkler during Installation until the ceiling installation is complete. The Protective Cap must be removed to place the sprinkler in service. A leak tight 1/2 inch NPTsprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 Vbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Each sprinkler must be inspected be- fore installation. Do not use any sprin- kler that exhibits any deformations or cracks, including cracks on the protec- tive cap. Step 1. The Sprinkler must be installed only in the pendent position and with the Sprinkler waterway centerline per- pendicular to the mounting surface. Step 2. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 29/32 inches (23,0 mm) as shown in Figure 1A. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand tighten the.Sprinkier, into the sprinkler, fitting. Step 4. Wrench tighten the Sprinkler using only the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 2). The wrench recess of the Socket Is to be applied to the sprinkler wrenching area (Ref. Figure 1A). Step 5. Use the "ceiling level tolerance limit" indicator on the Protective Cap to check for proper installation height Relocate the sprinkler fitting as neces- sary. If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Step 6. After the ceiling has been com- pleted with the 2 inch (50 mm) diame- ter clearance hole, use the Protective Cap Removal Tool (Ref. Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact with the ceiling. Do not continue to push the Escutch- eon such that it lifts a ceiling panel out of its normal position. If the Escutch- eon cannot be engaged with the Sprin- kler, or the the Escutcheon cannot be engaged sufficiently to contact the ceiling, relocate the sprinkler fitting as necessary. USE DISTANCES SHOWN IN FIGURES 5A. 58 & 5C. EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES Care and Maintenance The Series. LFII (TY2284) must be maintained and serviced.io accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the lime to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. . . The owner is responsible for the in- zieries uuu "Engineered 'or 11"111 Sizes %" - 2" capacify relief" To prevent back -siphonage and backpressure of con- taminated water into the safe drinking water supply, when installed at each high hazard cross -connection. Use Series 909 for backflow protection in cross -connec- tion control and containment at the service entrance. The 909 high capacity relief incorporates the "air-in/water-out" principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter -turn, full port, resilient seated, bronze ball valve shut -offs No. 909QT. Sizes 3/4" and 1" have Tee handle shut -offs. Available Models Prefix C - with strainer clean and check, 3A" and 1" only Suffix QT - with quarter-turn,.full port, resilient seated ball valve shut -offs S - with bronze strainer HW -with stainless steel check modules for hot water and harsh water conditions PC - with internal Polymer Coating LF - without shut-off valves Prefix U - with integral body unions (0/4" and 1" only) FAE -with flanged adapter ends (11/4",1'f", 2' only) Features Quarter -turn ball valve shut offs • Replaceable bronze seats Designed pressure drop Modular design • Simple and economical service .. • No special tools required for High capacity relief protection servicing _ against combined back -siphonage/ backpressure backflow Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140°F continuous and 180°F in- termittent., Suffix HW stainless steel check modules suit- able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. Connections 3/4" -1" 909QT has NPT female threaded body connections. 11/4" - 2" 909QTM1 has NPT male threaded body connections. Dimensions -Weights (approximate) Size Dimension (iches) Wgt.(lbs.) inches A 8 C D E F G H wlo strainer 3/4 211/4 17'/4 Ni- 4 41Y4 11'14: 6% 3114: 15V. 14 1 22'/4 173/ta Nis 4 43/4 13 7 3Ya 17'/2 15 11/4 2534 20a/a 103/a 5 63414 71/2 51/4 42:144 40 •11/2 273/4 21'/4 103/e 5 65/e 15 7'/2 51/4 44 40 2 30:/4 1 233'- 103/e 5 63'e 16 TA 51/4 4 N 40 Reduced Pressure Z01.1 P•i Iri Patent 14,241,752 t 909OT-S Note: The installation of a drain line recommended. When installing a drain line, and air gap in necessary (see page 5). BACKFLOW PREVENTION FOR HIGH HAZARD CROSS -CONNECTION and CONTAINMENT INSTALLATIONS WITH CONTINUOUS PRESSURE Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California lab tests. *Typical maximum mechanicallrrigation system flow rate (7.5 leet per second) 16 012 EL 20 a15 a10 2 X15 L 10 20 015 a10 0. r 20 Cs 15 W 10 O O 1—'H* 5 .,. fi•�t•�� i������ll■i1�� ����f■Iii■��f�f�f��f�� %ii.f�ifitif■ If��■�f+.�tf■��f� ��faft■t I�����f���fi ....f■ Ifa•ft■��l��ft■�� ft����■ I�fr•f�ii•�f��fr•� �ft��ft■O I�fi�l��li�� � t � � t vi�ellt■�lv���"=� tft�>•��i l•��Ofr•��� 1•�il•�! l��ft�t��ft��� ��fi�f�! fr•���ft���� ttlat�i•t��>•t�tt�tl�t�l■��t� Ell AMEN■ ■®tt ON 1M� ���■■1����fi1>•fr• iMM■■®Mlt MMM �MM■■MENIMii MM i•=tom■ ■=NE11NNM1=lM 1 10 20 30 40 50 60 70 80 90 100 GPM 5 75 10 15 FPS C g For more information, send for ES -909S 0 25 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS ` V5H-51- FOR SMALL PIPE VANE TYPE WATER FLOW pPOTTE.R W ALARM; SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road - St. Louis, MO 63146-4161 55 Glen Cameron Road (314) 878-4321 - (800) 325-3936 Thornhill, Ontario, Canada L3T 1 P2. www.pottersignal.com (905)882-1833 Stock No. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680' OTHER PATENTS PENDING. The Model VSR-SF is a.vane type.waterflow switch for use on wet sprinkler systems that use 10, 1 1/4", 1 1/2" or 2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The. flow condition must exist for a period of time necessary to over- come the selected retard period. INSTALLATION: These devices may be mounted in horizon- tal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" NPT bushing for threading into a non -corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: listed plastic, copper and schedule 40 iron pipe. Fits pipe sizes - 1", 1 1/4", 1 1/2" and 2" Note: 10 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" CPVC and one for 1 1/2" polybutylene. (CTS -Copper tubing size) Environmental Specifications: -Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. - NEMA 4/I P55 rated enclosure -use with appropriate conduit fitting. -Temperature range: 40- F to 120° F (4.5" C to 49° C) Caution: This device is not intended for applications in explosive environments. Service Use: Automatic Sprinkler. NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, order Stock No. 0090018 waterflow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installa- tions with the proper adapters -so that the specified TEE fitting may be installed on the pipe run. INSPECTION AND TESTING: Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's, test valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). PRINTED IN USA MKT: #88001303 - REV M PAGE 1 DF 2 MFG. 95400802 - 2197 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL foo O� DWG, 1923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervi- sion of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 2 RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A "B' SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "B'. TO INSTALL, DRILL A HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2' to 2 1/2' 11/4'4.1/8'-1/16* (50mm to 65mm) (33mm t2mm) 3' to W 2':0t8' - (BOmm to 200mm) (50mm t2mm) DWG. #761-30 DIRECTION WATERFLOW Y bK-1-, VANE TYPE WATERFLOW SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME FIG. 3 TYPICAL ELECTRICAL CONNECTIONS TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50FT.—LBS OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) 0 0 A 10—ZS 8 20—];q D 0-70 E 60-9D LOCAL BELL TRANSFORMER STYLE B (CLASS B) END—OF—UNE RESISTOR CKT. OR BATTERY POWERED (SEE NOTE) OPEN ON ALARM CLOSE ON OPEN ON CLOSE ON ALARM ALARM ALARM EDL J J RESISTOR SIGNALING DEVICE SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION OPEN ON CLOSE ON FROM TO ADD'L OPEN ON ON ALARM ALARM CONTROL DEVICES OR RETURN Y—lo"CLOSE ALARM ALARM PANEL TO CONTROL NOTE. FOR SUPERVISED CIRCUITS SEE 'SWITCH TERMINAL CONNECTIONS' DRAWING AND CAUTION NOTE (FI(3. 1). DWG. 1761-15 NOTES: 1. The Model VSR-F has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the . other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation. -of the flow detection device on the system, application of the . VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT. NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 - REV L PAGE 2 OF 2 MFG, #5400761 -11/95 ®vV-'$' MUL I I I UNI tLtt; I HUNII; 51UNALS Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road - P.O. Box 28480.. 55 Glen Cameron Road St: Louis, MO 63146-4161 Thornhill, Ontario, Canada UT 1P2 (314) 878-4321 - (800) 325-3936 (905) 882-1833 Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting soundsTi : Horn, Bell, March me. Horn, Code -3 Tone; Code -3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelocic's Code -3 horn and tone patterns are engineered to comply with NFPAJANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. Features --One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient and wall conditions with two field selectable sound output levels. Code -3 Horn and Tone meet N.FPA/ANSIIISO temporal pattern for standard emergency evacu- . ation signaling. Audible and strobe can operate from a single signaling circuit. • Designed to meet or exceed NF-PA/ANSI Standards and ADA Accessibility Guidelines. Low current draw with low temperature compensa- tion to reduce. power consumption and wiring costs. . • Low cost installation via standard electrical boxes. Attractive flush or surface mounting options available. Model MT -24 -LSM (stiobe/horn shown) PRINTED IN USA MKT. #8850002- REV A PAGE 1 OF 2' 11 /85 • dBA and Current -Ratings Model MT 12124' MT -24 -LSM . (Horn) (Strobe/Hom) Stock No. 1610914 stock No. 1610915 Tone • Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI . STD Hl STD Horn. 0.040 0.023 99 93 0.405 0.3BB 99 93 Bell 0.014 0.012 92 87 0.379. 0.377 .92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code -3 Horn 0.040 0.023 99 93 0.405 0.388 99 -93 Code -3 Tone 0.028 0.017 95 90 0.393. 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391. 99 94 Siren 0.036 0.023 98 93. 0.401 0.388 98 93 HVLo 0.020 0.014 93 88 0.385 0.379 93 '88 PRINTED IN USA MKT. #8850002- REV A PAGE 1 OF 2' 11 /85 • ty:,:�o Cp •S t. ,If•(. G A•.� •�i'•q /V� J :�� �o?� a.T' tc' it o"• .y. c�.l ''.••:: • •.. •• •r: •• 17 lS'daD i. +:•�•� Y��•/,r'*r`7yr: `'•iC:•^.i`•Y'.�••`,00•r �^ � Jf 'i �:�• ►•�-� ♦•♦'',: �, (, ua-J,::l i•,,!% � •••, by AL- q(� 'r o i' .1 D • -.Jl. %�� �5 : �" :?� ti.,.!••'r;r�l'' I a. J p . I,� •..� on':?;r'r'r:..;r;:+ ��: .•1 r. ••'• • S 1 "(: 1 t Y ;f 0• ��r:�♦►` .,AC}ii;•��• l •Y• e` �•:p•• k "ya.`:;•''•�� rY. (•� �a }Yr• v ':i' 1 '. • �.♦ a• t: ,11' y(`�, ' . t f :! y • h:t ;,o .. r � J rC• • rF y BIB 1: lt��� • icy:!`!,. ` `\•r �/•?:,^,•� `ib' .1a��a � •!•i'• ' . P,` r o `� : r :t�'b D :il e� • t� - •�Gc?p R •�. • 1••. o:�• . • ]y1 �tl. 4 • I`b'' Y A'j, . `♦ �,, f'} 3' r'•A �7i)e�� �, ts:. �'!Ir .� yi�. 1 ; r,...s-�. J• Y h0 VolPIS �Y,� t .���,e, ♦ t \rtr+ } ,{.:�: • }� Hyl • , •• .'o�;�ja . • , o • • •:• •-� • v-1• • • • r i .1 1 •• Ir � �.' � ir,4 ,�J� �: �.i vy: '� �� ,i;. :�,,~'•�I �Ji'�:la\yy•,~y.\ Q• -j S J J� 1r t.�{rl,..., l;j•,1•' '' :LgJI •'i^ e ,r ..l �. r.,r:t..S•' • •+;{.rrl,rl, •C Sl ♦ G r�:•. �'.� • :!�'•'J�''Y.:�l.:ri:� r Jr• S p , a �.. t4: _ . 0 4 ,i : •'i • . �.r `'�+ �•+• 1_! '/:::' ,','r �::! .tt`••:::..:t:r .�4.:;y,JC�:i� i•'.L {R•�r �•a /,� 4L •-'ti'::i Y f a•li: w '•a (./..,4. ,,r • •t� ^. • c��::;''jIr at}"il':ei �^ A �i• � t ...'1 Qw@fir! W.l trr .1 bb. L'1"a�•��•:•1.` -r•• :��. Yi:.: : '� !.nYa ri%Jt .CS .t r�i (•!!,a. 't' fr:..?.?moi.;.%• Adi :itT•"J:' '� ., AO1 `• � •'�� .. ':'••r• 4" 9i:: i S�v• a •eZ Gi';;/:; ( h' i.Y p 'rf+l I i:'�'yl•; .I ri" ' � },..i 1.�':3tir�I..v'�:•ti.S..�C�•G•:••;5�.�`i,•�j•ry:' \.�C!'t� 1 e%�),} •"s1 {::j��ii:•: '�I , �� i;Vf'� ' (♦ � �: i� L ..~, ops //:.;'I:^.r:i�'Cii't:; it 4•'•.w r .��' ��'.. S=' ,1 n�1 .r." •. ..; •::: �.i;J�'.s rl'J . �1 � y••,.L :. •.,•J•.• { o ;%!::•:'7:'r ;E'. J. ,.r� \4 J/:r:; .'•'::..,•/ 7 • at}! :1t1 �'; /••'� !. tlgY L .. • 1 '•/ �•. ii '•! Ti •,� rR• "N'J,,.;`• �:.,!i .,•. •. h. oL••'.1•i' ' a• •:�/ ,4'!%;(^ iIritC`� •%. .,.-�Y: `..Y:� �jj{p4 Ayy�1 }i /::b�!;': �:l::• : i�'G .}t ;r,"''a• 1 r1 s iA id" � •� t•t:�:�: ] ^i.,. � ,t!b���.•.� . Dp r 1.•:i'•:• ..,t ,r�,'r1••.t' •'fyYv a• a'::•i'•�: L':i •:%:.: �:, :).':.'•'::%-0�n b:�:•::�J::4:�� �, .ir�::h�:•. .�Y•�•' ��"f 8r •w `J �'• t"r,•::: �': �'• ii �JJ•. •Q 1J;1i .v.� �.r. �, I t • 1 Q aC�� o ,. \ r�: ! v ,.r�- D io'y' ;� 9i • S •h , r;..q�.•:; �'. .]o al.,. C ,eC� Y e. .."l,; �!!:' •':!j�fl ' r li•n r• ,r.•..::?•. . •t C.�?' J• t�� J 6 ' • c pi l ., ••, �• . i Vit}:.- u�•:i }:✓,�::� It rY•�• .. 73'• •r �! �"" � r •►', •.A� . p'/' •: .•p�. ' /': C 1, a• P •it:•��-Jtt,�.-���',�'"'l jfl�.'' ; �j t, r a' 1% /y D�.oaes&n:;.`:1: �1.� S' : r'.1�,.Ct ` +g !b•,�. fi� i:. i �.a �J yt;.;� it r• a w. �.yr ` pk ' ti . Ir i• ;• r i�'L,6.� ;:J.•�.. '••:c:,.)•:• ./ o . v ��::SS'�l�'r"..r t:: 4• J 'Y 1 '�• •�:i`="• � :r e!�:• � ��:, ;•e •�:a a 7,;' `:••.•. �j'�ie+U]� p Ivi .e i ;ba t j?; ::i' •• o••♦, • �••o ••o •.•• °• �:�;iir.;�•. r: j y ��,:��yy L'l� •fl�,t•''y� V ,Y,a 1. (Jti !`i :• rg't `� C.•.,.!. c ea.� i±;•. •. e r • �� •:�.::��,7e!:• •., •'� , ' v ��(r fJ• �j::.{ 1��, !' c1. {�t ' l: •. ��i••.!• • r , ►. .}�t•{y.of9,•= ;: :Jlt r..♦s wr. .,.ii�,;:'r�: '� `/•,i/' ;•y. V-,• • •`10 G`� fY'' p �' s - �'. : `'!.i ...,; ••:: a '•! r u /• .cM1 (� • " ►.•''^. '. , •.�t4 •.�t.i y o•�. q. o r•.•••';'_]:''', 4?• � „ 1"T;rY ��1L;71/r �S�t r��� ( n. '4.9'6• e..���r� �/ f."t�r0� h••J xo �t.: •♦ e•�.� A• o •vv • i.'��.'•�1.•J��y;�• >�'�?:Jf� •,Q� •• ��r{ \V•' rY t:w :f w6 .•V tt `1.�.�y�' r11:. c+d lr p Y o Ht'• 47 1 1w •J'•'•�'��lp,(.� v;r..;.' y, �:. 11 �+ .. :j e • . o ° • w . ; v v , 't: �:. Z•. 1 . R"; 1'r`.' P {•' :: a. 9 r! • .(}t � b o a ;•' t4 ►' °�'+i 1 rip �`r '-� ,4 Qj• :!,. +� X'_ �P-• 'Jr a • /' a• • •rly. k•I �� .:��• '• •'\•� � .• �•�•r: -•� �.. �::II,] �•(':: rj. i 5 �' .n: :.�; :-!• •••s roo A 7a� w a � :�•' 2.4•o t•�. %:'y ♦ ,y 1:•r.�'� rf]'•1 dt:..]� .:i,TIA a :;�'r.:.i::: i'• y},'� G•1 1 ♦,5:;: �•o ,•• �'..••o!} p �in •• q ::i .''t�lY,!t!:•:.s' •v, �'• �':Y1 i :;. 1 •J• .• C:;i `�,:•. Ob p •, efw -,.;.; ., ..-S •l:y•i :Yi. r; .:j1'i f H ,y, 'tap' r �} :...7:':.:•�rr6t:::;i:::?:T::''+..�'•. i•y i'y` .o o' 7l .p a•. :q�,.. ,kV t•. .r li: 6'� 1 + a C;::. �•i%; .: ii: ••� rt - �• :-::< ::'5.. .,c .�o .5 ] �., t• c'n;:;:: ;.. y%,,. sTJii. ,3;r;.:.. •�``((J •:r • N � p• l ;.ti :r i•.r r+; t.!: .':,;'j.'• h:CT� rt'A .•i l�: i.,l/. ..O b-•�..!';: ;p. •.`e. :.;...T t,/ � r.r.; X41' `r�T e e ",,� p 4 Mr`• f,,rJ.! :. 1 t'11 ''' .• .l I. ♦ �+J�•: •.: /.' � i. �•ti � + •,� /:' I . �,r:• .� q- •b 'rh o,.•, ;i.• ']\ .i,::•��'•��` �!' �"- / �+Ir ''�J �� Ili 11h '•_ .o •p r'••i]•�:��w' �•'t{�:',7�• •••. o .•' r w ��` .b o •• P. •p•.�• y�a0'4!./.,.. .,; r,; ,i ..:• T•I 6 � 1 �(' .,�•7,: \ tsr ._J?j. !!n. �t�ti;' .. ;;ili 1• • 1 ;p• p .° p r • •'•• ,,; /t '. •w ))r r 'C. .f lh •i! !•' .J 9 !� L(� t, e • /• •�� •a •r �� :), :� ����.; .:.: '.; 4 ],IY�;i:., %41 }:,•.: :L!'t D''"MS rjpr %I:a •:� Yp Q4. • o o° 'h• •rC �a� o^ DDD Qi' r.. :%-:::`!. '/F nt� • •� ':-'' 7 CCC 1..,•;...:; ( 7 l., ; 6 • ••• :!• ::i: :•:�:, :r••,C Z. ,1 i!:�/,:::t.r;i'i''_a '1 °' !I:A•:•::: . •\'-,••!I•''•• •i�''i:� 4ryr ]. 7: p :0 4.•' •v 1 \. ;:i:: :_it: .'.; ... A• .fl; .:,t:�. +,i;:. ,•,r 'r.••) :,..•.•.: V iro . �• rr v M'' b • ::]'7 gtl /'I):t•.. v �•• a• q• '+'x% ,./:Z:�L. 1,. tt: .': r�:•1 `�a�).i k� t •` - �i • • pep aYN % '�(�': •':�.�r.;+�•?a'•. .• :•v po i•�, •.'ty �'� � •.:.:;�::!f •?/ � • y �q•5.1 • ,. :%',' •e ` � D q :•'`: ,� •1]•p ,r up -�)., •:. °E'' -T, �•b�%i"I"Jf:i•;•. at�'1 q :� 'if• ;}'` •• � v w p �:'• : �' R:. r,/JJ it;:'�:!..:•• .•�' J;,;r.; �r`J•+, ;a:7"' ;.•' ('':f e'' lr't!` 'ra r $•: j:�y ' •r p Q Q `o o O• '.'r!::•'•.• �,l• •• T. •" I ��!'. •%• +'' r: ]}i`j{ :r" 1i3 M -t t•. :. � •ry. ri• eir S o a r .4 .' ; ., . '•:: •,J, }�r; " ..• 1••+:..'�'' I .., b • f A • �Y. u.. •r�' 0•• 't 9• r p iJ t• '::�'::: •:•••. '•':5]T,:::f. ♦..�L:•• •f-.;,•'-, .•.0. •.;,.,•ry(r L ' r b♦ti.�.��: :hJ ~1 r49�1w`'%�q•11']� ♦. • .p P • v � � •• �-~ +t o ��•:'�' ''i •q C, t}' ] 41}iJ.c:�:!-•'•-• • oali'�i:.iT.�C:''�CS yl't'A • � OS yil�'::•�7:�:: � ' � .�J! ..: •., ., y; .. p O p• p• pe .¢ .. :.y„S'i,1:14• ,.•. V• D ., / 6 , j, �:+1 t� v.(�n�': ` I -• ] r .y,-:. � �•rLti%i:- ;• on• y..:4,n,pw o.�oe r!� r Y�' •e ��i:1`}: ;: J1'!!Q/�r•i'�.�(�, } aJ' o'[(', o..i; :•J�,�YI �•t' • JyT�I,, {a.'1 \ �, 4,,:•Q •h •:n p•ci. / i;. !'. i• •!L •pe �y,,_y,0 i ••• •,.,t 9M ••a• ifG•i j',•" Fjr•' /•:•!• �`•� ial:.�'G� .• /• -'Ii 1 • din/.': •i ^: ,i p4 p'�rl: :.; �• b `v' fvI-" b • �,l/ y •,_'./ moi'}, •• J. ; t 'f Jr ��.' :. RD'�O J Llpk�w i � . r 0 oA �qOd: •;•!. �. ,�yh a�•,,. '� �] ��,.y.?q .•e DD d,° +7��pa o ♦ .�`::. F'^•'t Ls' ♦ F�:;.•�.5. �; � �O�;i'�i;:�.: :' (Y` .t/,!::X:;'• I ' �• .av�M tlI D 'r•: =�fiF N .. •.�. 00 !•:. {. - .: r:;: ,: '.� °:i�� l % 'C...1 C•: :.�• �::�'..", '�, �''�. •r • •♦' .•�� O y e!'• ♦ .O •.�v i:,C' ti?+li� . Y:ii .•e I {'U i• h •"�';. .�: •,,I::y:: •o b .•':'': •.• � �P ;, ,`_q�b(7J��,0e.,:• a • `i}'y'i;�;. J:: .,o �d.4�lrp v r 4f�0 ':�t.:•i,'�'!'. .1'••a� , .. J:••: `� /. �L :?J"'i.:i;• .o •i .•r •�, .�'� "_•ia �:'+�• •••'��.i7:r�wti�::.:�b mar yr.:Ll�Jar• 1 :rar'�,�.'�.%iiv'n .„r�.•n•'.•,:. y �t��•-�• I. 'ri �'�' 1.. '1 :• ���, :•qw ��r°•�}D •! �'I:•i/'j/`a"•tj�.•'o•.•:p.,.�:�.•}'Jr.'� ::I•:� \ ���:�� p,N.::::• �.1 .Jti Vit.. „%i;' +i` ..,•• ,r .P 1e�1► .vr • D � '• O :v .r::. Sr,�•n •': •... �.. a C �Ep•'„1'r.� ••qq� ::! •� t:�:�•• e'.!•b. 'p.- a 5.1y �/' !'t Zf ,::;; i•:•i'J! t1� t..t � �:•�:: J %J�o'�' 1�t� ,3• •��sr+�• ,�q +l �/y� '.Y b' "�=•tr�. •)��,•�i•'� o �:r.. r., •:v► ,�`•�:.,.�% r :•.••:yi,,,i,;�7r-,.'•o! ' ;�.] ,'[Ci•hnG •-X.• ' rA� -p• •'+" •: ��•'!. `:'�::!J•:��`.•'� y 0 :?�. �� :ib `y�"i;'.f'i� .• ..* r te�!gy},�;�, i•hY}, �': :.' ..1.•..: �'i ;lei. }LJ.•' + �.�'�/ ,, s , �� ti���M,C4! A£,�7a�h"'j.j'� y., a�� •.n o p �.-.'•'• .]5,+� ��H� ''9�i' I: •G/1/� •' }r.l, i� �-�•"...� (I ty`I.• •" � ✓ � 1 � ,4 r.Jlfi+�7rk u fw �PstJ y!r 5'.tlf �'^.Si•}.SI,T$.rY7_�',16 �A°. �.�,' C• _'1... r . , ... � •'� �:... - �, r'. nK'I�R�rflA•,t Fumes: FireFighter and FireFighter PG have no hazardous fumes. System Requirements and Limitations: Al I fire protection sprinkler systems winterized with FireFighter or FireFighter PG should conform to local, state and NFPA requirements. The use of antifreeze within these systems should also conform to NFPA requirements. INSTALLATION. INSTRUCTIONS If the filling cup is above the highest sprinkler, use the following installation procedure: 1. Close the Water supply valves and drain the system. 2. Add FireFighter or FireFighter PG to the system through a filling cup. 3. Use the end sprinklers to vent air from the piping. 4. Back out all of the sprinklers slightly, until antifreeze appears. This assures that the piping is: completely filled and all air has been purged fromo the system. If the filling cup is NOT above the highest Use of antifreeze solutions should also be in ''.W conformance with any state or local health codes. �•\ �::�,�„� Please contact your local health authorities if you 1. Administer FireFighter or FireFighter PG at the have any questions concerning the codes in your area. highest sprinkler branch line using a filling cup. The , -., Maintenance: shown in the diagram below. = PV Because the chemicals which compose FireFighter • ' and FireFighter PG can break down over time, systems T •... ;'' should be tested todetermine the level of freeze Filling Cup Sprinkler Head Water Supply protection at the beginning of each freezing season. To test the freeze protection level of FireFighter, use a Non -Freezing small hydrometer to determine the specific gravity of •.;::; `'��.�', • the solution.To maintain a —15°F flow protection, the Approved Indicating specific gravity of FireFighter. should be 1.141 at 77°F Valve Wall Drop 5 ft. min. ■ To test the freeze protection level of FireFighter PG, s use a small hydrometer to determine the specific •'''���=gravity of the solution. To maintain a —15°F flow Please turn to back panel for additional information.:.q protection, the specific gravity of FireFighter PG should be 1.030 at 77°F. When the test indicates that the solution has �• �F weakened, empty the system and replace with fresh FireFighter or FireFighter PG, according to the installation instructions. 1 •�L•t •tom • �,;, • nor• -i+ r;:•::: INSTALLATION. INSTRUCTIONS If the filling cup is above the highest sprinkler, use the following installation procedure: 1. Close the Water supply valves and drain the system. 2. Add FireFighter or FireFighter PG to the system through a filling cup. 3. Use the end sprinklers to vent air from the piping. 4. Back out all of the sprinklers slightly, until antifreeze appears. This assures that the piping is: completely filled and all air has been purged fromo the system. If the filling cup is NOT above the highest sprinkler, use one of the following installation procedures: 1. Administer FireFighter or FireFighter PG at the highest sprinkler branch line using a filling cup. The , drop pipe should be filled through the filling cup as shown in the diagram below. = 2. Tighten the sprinkler heads and open the valve marked 11 until the'drop pipe and the section of pipe above valve ff 1 are empty. 3. Close valve g 1. Close the filling connection valve. Slowly open the supply valve wide. Or: Use a small pump to add FireFighter or FireFighter PG = to the system at the valve marked 0 2 in the diagram ; below. HEATED AREA UNHEATED AREA :F6;ri Filling Cup Sprinkler Head Water Supply �± f f Non -Freezing I1— Solution 12 ins. "';`,'• Approved Indicating e Valve Wall Drop 5 ft. min. ■ Check Valve Lorain Valve :, Y '� °• [1/32" hole in Clapperl� P , O , Please turn to back panel for additional information.:.q PRODUCT DESCRIPTION FireFighter and FireFighter PG are non-toxic antifreezes designed specifically for fire protection systems. These products are used in place of water and other water -like fluids in sprinkler systems where freezing may either cause damage or interfere with the functioning of systems or equipment, and/or toxicity to humans or animals is a concern. FireFighter is compatible with all approved types of pipe, including BlazeMaster" CPUC sprinkler pipe and fittings. _ FireFighter PG is compatible with all approved types of sprinkler pipe systems, with the exception of CPUC. Sizes: FireFighter and FireFighter PG are available in: _ One gallon plastic battles [6 per case) —Five gallon pails 30 gallon drums _ 55 gallon drums — 5000 gallon tank trucks Color: FireFighter is orange -o FireFighter PG is red �Z'+'� Applications: Wet fire protection sprinkler systems " Ingredients: o• ;;1 FireFighter: _ Active Ingredient: Glycerine Other Ingredients; Water ' Viscosity Reduction Agent Dye FireFighter. PG: ,.:.,.;:. _Active Ingredient: Propylene Glycol —Other Ingredients: Water Viscosity Reduction Agent t• •%d v ' Dye r• � Fb • 4; -FireFighter Freeze Protection Fluid- is a trademart•, of The Noble Company. BlazeMaste'r- is a registered trademari; of B.F. Goodrich -Non-toxic is used to describe extremely low chronic and acute toxicity. No maximum safe intake for humans has been established. The product is • considered GRAS (Generally Regarded As Safe) by The Food and Onig Administration Chemical and Physical Properties: FireFighter: _ Density at 71°F is 1.137 grams/ml _Viscosity at 77°F is 7.05 centipoise _ pH of FireFighter is 7 —Boiling Point at Atmospheric Pressure (760 mm) is 212°F FireFighter PG: _ Density at 77°F is 1.026 grams/ml _ Viscosity at 77°F is 6.15 centipoise _ pH of FireFighter PG is 8.0.9.6 _ Boiling Point at Atmospheric Pressure 060 mm) is 222°F Freeze Protection Properties: FireFighter and FireFighter PG: —Minimum Fluid FlowTemperature is —15°F —Minimum 'Burst"(Hard Freeze) Temperature is -50°F Flammability: FireFighter and FireFighter PG are not flammable since they have no measurable flash point [Pensky- Martens Closed Cup); however, both products can flash or burn if the water content is evaporated off. FireFighter: _Flash Point is 350°F"* —Fire Point is 400°F""- FireFighter PG: _Flash Point is 214°F"" _Fire Point is 220°F"" Toxicological, Environmental and Health Information: FireFighter and FireFighter PG are virtually harmless to animals or plants: however, the disposal of these materials should be in conformance with national, state. and local health codes. FDA References: GRAS: FireFighter and FireFighter PG are considered "Generally Regarded as Safe" by the Federal Food and Drug Administration. "Cleveland open cup •RECOMMENDED CONCENTRATIONS FireFighter and FireFighter PG are intended to be used undiluted only. AVAILABILITY FireFighter and FireFighter PG are available throughout the U.S. through wholesale distributors. Please contact The Noble Company for your local representative and wholesaler. TECHNICALSUPPORT Specifications, installation design, installation techniques, and unique applications will be reviewed upon request. Address inquiries ATTN: FireFighter Technical Support. - . Field service is available through factory representatives and Noble Company staff. Contact The Noble Company for local representatives. The Noble Company 614 Monroe Street Grand Haven, Michigan 49417 Phone: 16161042-7644 l — 800— 6�IQ� —�62'S FAX: (616) 642-1.547 l�irW •t /r 4 !, Printed In USA wj % ©1989 The Noble Co. Form AFFPIG 289 -:ir :rzyti -•. T .•rr/.`~i+riAl` .�J'••' n °+.i ';'i :'' :tif!!'`!gt•�i.il • r'' 9./a( a •1 1 'r �':• .i�• \� 7.1 -�°• :,� a is •oe'10-o':^.:c,:'� .,�:. ;`�:; ;lr� dr:••�e•, r�'i:•..:;r% y}••��;•':���•,: �.;.: _moi •,• , �, r� •' ,�,� •!y �� + amu; �• � ..;9. �' ,�p ,, � , �. r, ` � � . V'�4��t�+5�.',•,'-fit .y, .�� Y �` �M i :•7 .• VbI :i�° tl .'. tw rR2 uY3 pr'�W� CIIy,1isol .l - Sizes /a 2 capacif Y relief To prevent back -siphonage and backpressure of con- taminated water into the safe drinking water supply, when installed at each high hazard cross -connection. Use Series 909 for backflow protection in cross -connec- tion control and containment at the service entrance. The 909 high capacity relief incorporates the "air-in/water-out" principle and substantially. im prov�s the relief valves dis- charge performance. The emergency.condition of com- bined back -siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT body connections and quarter -turn, full port, resilient seated, bronze ball valve shut -offs No. 909QT. Sizes 3/4" and 1" have Tee handle shut -offs. Available Yodels Prefix C - with strainer clean and check, 3/4" and 1" only Suffix QT-- with quarter -turn, full port, resilient seated ball valve shut -offs S - with bronze strainer HIM - with stainless steel check modules for hot water and harsh water conditions PC - with internal Polymer Coating LF - without shut-off valves Prefix U - with integral body unions ('/4" and 1" only FAE -with flanged adapter ends (1'/4".11h", 2' only) Features se Quarter -turn ball valve shut offs w Replaceable bronze seats Designed pressure drop Modular design Simple and economical service a No special tools required for ® High capacity relief protection servicing against Combined back -siphonage/ backpressure backilovu Standards (see page 3) Pressure -Temperature Series 909 suitable for supply pressure up to 175 psi and water temperatures up to 140°F continuous and 180°F in- termittent., Suffix HW stainless steel check modules suit- able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. Connections' 114"-l" 909QT has NPT female threaded body connections. 7'/4" - 2"'909QTM1 has NPT male threaded body connections. D601 erasions- e9ghtS (approximate) Size Dimension (11 Iches) • Wgt.(Ibs.) inches A B C I D E F G I w/o strainer 3/4 21 Y4 17A 7Vi, 4 4Y, 11% 6Y4 31/e 15Y. 14 1 2214 17346 Nis 4 434 13 7 3% 17'/2 15 11/4 25Ve 205/e 103/a 5 6Vs 14 7�k 51/4 424'4 40 1% 273/is 213/4 10% 5 65/a 15 7�h 51/ 44 4D 2 3014 235/s 1034 5 6% 16 73'4 514 47�s 4D g For more information, send for ES -909S nuputcom nr Patent d 4.241.752 14 4. k.._ 909QT-S Note: The installation of a drain line recommended. When installing a drain -line, and air gap in necessary (see page 5). BACKFLOW PREVENTION FOR HIGH HAZARD CROSS -CONNECTION and CONTAINMENT INSTALLATIONS WITH CONTINUOUS PRESSURE Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California lab tests. *Typical maximum mechanicalrirrigalion system flow rate (7.5 feel per second) 16 12 a8 4 20 (5 15 . a 10 5 3/•• QnQ • �=��l��r� 111111�1-M=�1/_M=aa>•Mti♦i�� (i����lt•����fi1�f•f• imfr•mImtint■mIi1i1•mStiterm o�fit•�!1•�1•a1■itO�� � t 0 10 20 30 40 50 60 70 80 90 10D G P M 5 75 10 15 20 FPS 20 �15 a.10 5 0 10 20 30 40 50 60 70 80 90 100 GPM S 7S in 15 FPS 20 015 a10 5 2- 015 " 0 25 50 75 100 125 150 175 200 GPM 5 75 10 15 FPS JI Kr -NO 11Ov" We,It- It= K I UDIlmv SAFE WORKING INTERNAL PRESSURES ' =` "l'' TYPE. K M K TYPE L M K TYPE M M hf6m.5(ze '•`..;:: ISOPF. 2500F. 35001;; 46011F, ISM. 2501T. 3504. 400"F. )500F, 250°F, 3500F.4005F. to Inches•::::.'O.D. (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSQ (PSI) (PSI) 1/e 3130 3030 1980 13D0 1.132 1.210 1.319 s/i i:.'' ' 4.00B 4.176 .232 MD 1890 1230 810 5.232 _ 5.80B 6204 303 .336 /4 1530 1480 970 640 1160 1120 730 480 1160 1120 730 480 ^y:.: y% ;: r: , ; 5/4 1200 1160 760 5DD 15.72 .85 .88 .91 634 6.5S 6.81 �;..:3 12DO 1160 760 5DO 900 870 570 38D 750 730 470 310 37.08 1170 1130 740 490 600 770 500 .330 560 540 350 230 '•J :`'•i LL T �' s 9120 890 580 380 740 72D 470 310 500 480 320 210 '1 �rw•5/e10'`'.•� 3/4 760 73D 480 32D 650 630 410 270 450 430 280 190 ?t' �- /�+T •w ir: ; /s 860 850 560 370 590 570 370 250 400 390 250 170 :1. >1 �/e. &BO 660 ' 430 280 510 490 320 210 340 330 220 140 .3103 550 530 . 350 230 460 440 290 1910 340 330 220 140 y )sjs 520 500 330 220 430 420 270 180 340 330 220 140 '" 21/s 450 430 280 190 370 360 230 • 150 300 290 190 120 a• SM 420 400 270 160 350 340 220 14D 280 270 160 120 410 400 260 170 330 320 210 140 260 250 160 110 ",.,; 3 �/4 ; -•. • •; : 31/s 360 370 240 160 320 310 2DD 130 260 250 160 11 D ;-�• 4„i •i =, 4`/s 370 -360 230 ISO 300 290 190 120 260 250 160 110 "•".- 5^'==. 5]/s 360 •350 . 230 150 '280 270 180 l2D 240 230 150 IDD 1/, 370 360 230 150 260 250 160 110 230 220 140 100 •' 8•as.; %,": 8'A 3PO 38D 250 160 280 270 180 120 240 230 150 10D w".:10; �; • ,` 10�/s 3910 380 250 160 29D 28D 180 12D 240 230 150 IDD �s'• 1'23'x ;? .12�/s 3910. 360 250 160 270 260 170 1 I D 240 230 150 IDD FI: S (Allowable stress in pounds per square inch) . 60DO psi F S 5600 psi F - S 3800 psi `F:S: 2500 psi �Lt)ME OF COPPER TUBING Cubic Inches Per Cubic Feet Per Gallons Per Noiri. 5fze 'Foot of Tubing .11 DO Feet of Tubing 100 Feet of Tubing (q nc ea�•. ";. ''�•• L M K L M K L M .936 .0542 ADS '/a. ; : •.' ' 1.524 1.740 1.9D8 OB82 ' ,101 .11D 669 '.753 .926 •'/z ::: -„ : 2616 2.796 3.048 .151 .162. .176 1.132 1.210 1.319 s/i i:.'' ' 4.00B 4.176 .232 .242 1.735 1.808 5.232 _ 5.80B 6204 303 .336 3592265 2.514 2.666 9.336 9.900 10.488 .540 •573 .607 4.042 4.286 4.540 '= 1�/s• .::: 14.64 15.12 15.72 .85 .88 .91 634 6.5S 6.81 2D.64 2136 21.96 1.19 1.24 1.27 8.94 9.25 951 36.12 37.08 38.04 2,09 2.15 2.2D 15.64 16.05 16..47 2 55.92 5724 5868 324 3.31 3AD 2421 24.78 25AD 3:'' ..' 1 7963 8172 8376 ? 4.61 493 4.85 34.5D 35.38 3626 31/2; :.: ` . IOBAD 11052 112.80 625 6AD 653 4675 47.84 48.83 4 11`" 140A 144.0 146A 8.1 :83 85 60A 623 63A 5 2172 224A 226.8 126 13.0 13.1 94.0 97.1. 982 6 : , .3103 321 A 326A 18.0 1-8.6 18.9 1345 139.2 141.3 24. L= Table A-2-3.4 Copper Tube Dimensions Type K Type L Wall Inside Type IA Wail Nominal Tube Size Outside Diameter Inside Diameter Wall Thickness Inside Diameter Thickness Diameter . Thickness (mm) in. in. (mm) in. (mm) in. (mm) in. (mm) In. (mm) in. (mm) 14 0.875 (22.2) .0.745 . (18.9) 0.065 (1.7) 0.785 (19.9) 0.045 0.050 (1.1) (1.3) 0.811 1.055. (20.6), (26.8) 0.032 0.035 (0.8) (0.9) 1 1. 12.5 (28.6) 0.995 (25.3) 0.065 0.065 (1.7) (1.7) 1.025 1265 (26.0) (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 1'14 172 1.375 1.625 (34.9) (41.3) 1.245 1.481 (31.6) 0.072 • (1.11) 1.505 (38.2) 0.060 (1.5) 1.527 (38.8) 0.049 (1.2) 2 2.125 (54.0) 1.959 _(37.6) (49.B) 0.083 (2.1) 1.985 (50.4) 0.070 0.080 (1.8) (2.0) 2.009 2.495 (51.0) (63.4) 0.058 0.065 (1.5) (1.7) 2'12 2.625 (66.7) 2.435 (61.6) 0.095 (2.4) (2.8) 2.465 2.945 (62.6) (74.8) 0.090 (2.3) 2.981 (75.7) 0.072 (1.8) 3 3'12 3.125 3.625 (79.4) (92.1) 2.907 3.385 (73.B) (86.0) 0.109 0.120 (3.0) 3.425 (87.0) 0.100 (2.5)3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (2.8) (3.2) 3.935 4.907 (99.9) (124.6) 0.095 0.109 (2.4) (2.8) 5 5.125 (130.2) 4.805 (122.0) 0.160 0.192 (4.1) (4.9) 4.675 5.845 (123.8) (148.5) 0.125 0.140 (3.6) 5.1181 (149.4) 0.170 (3.1) 6 B 6.125 8.125 (155.6) (206.4) 5.741 7.5B3 (145.8) (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 (197J) 0.170 (4.3) 10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) . IFLCU INCORPORATED CORONA, CA a (714) 737.5599 - 37A FIG. 22 HANGER FOR C.P.V.C. PLASTIC PIPE SINGLE FASTENER STRAP TYPE Size Mange - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the hanger tab downward, does not act as a hanger, but can function as a restrainer to prevent the upward movement of the. sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - Figure 22 incorporates "features which protect the pipe and ease installation. The flared edge design* protects C.P.V. C. pipe from any rough surface. Figure 22 is easily attached to the building structure .using the special hex .head self threading screw°° furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. - Patent Pending - Minimum fastener size acceptable, X12 x I-114". hardened hex head self threading screw. A L C� MAX. HANGER FASTENER APPROX. C.P.V.C. SPACING HEX HEAD WEIGHT PIPE SIZE A B C (FI'.) SIZE LENGTH PER 100 _ 3/4 2-7/16 1-5/16 1-3/16 5-1/2 5/16 1-1/4 9 t-. - _�,�+:.'��rriEtxr�A%L.:^.l+rte•.-..rrar;grua.i';yc."^'_. ,-rn' +.q. .�'..}.'ly.-rcr;,'a"ls.:.)� i:'^'%:�:".�;...:J'r ...�,��....>iYC;•r.+.r u�r._-:I.'!F•=�•;r,..P,:f.�.?3F��n.���<.p+:^- _ : .7J•":.:`.r�.,•�_�.,ra' ""i�:y .'i« Crn:".:i�-.Lt �.k'�. I� �rJa L.y .�:I.,�5S��1 :1 /�i,;t ,�L.T %s«. :•_;;. _ r.`'�/ ^ � fi_ �: / �.,tl�; a r'.ry..i,w din M1) �+ .��.'' .' � ,. '� � � �.��b �3'f r,1'_-• i"rJ;1��77 r.• �,,/1„Cl,« .pit ,6��1 �fF cn.�i-1�" ".:.':.��.i,��-, W,� t 9 -. Yb?n �:e��i'•nJ.`.1.,:'%.�t3:T«.h.1 c ti..:_: "�L-yo-9_G'l"f�i�r.-CY-. ...+��'l�. C.s �.•i: ,..Y ' :4G. .a. •a�hi..r. ..�.•f_:. .r.'!h. Yn..... e...... .3.M1..T.M�--.? ...... 1-1/4 3-1/16 1-5/8 5/8 1.3/16 6-1/2 5/16 1-1/4 11 � t•"�1C':n+l. ?y:..'^3}�.^Y�.,,r�glr�.,y�T<`TaN.."-7';r_ ax _ .ax �4rfv�:�':3':';'i,'�..r.=;:r:/�•m.x+r�+�,,•,v,.-«�cnr:n..V,.`M: _ �r.�� ...n •C^"'d.iv'r%'•':','' r-.':�;y:�:•_- /4��.1��x,.�. �3frYr t.,,�_,- �'` '�•,5�'�:,6�- � �j4 K��� ° S f2 r--�.,..vri'I:...-,eld. »�s:n.:� r;.- .A�_.f ;.+L:C....0 is..:. �?,.w.kw�P,iifSL;'��.,..�e�..:.�.:d,.l.... ��c:-b.:::.•«.e .m_. t..a.y.;:.•�e,:l. r:.)_ _..-.. ,.. ._ 2 3-3/4 2-1/8 1-3/16 8 5/16 1-1/4 15 �- W)I IULOU INCORPORATED 32B CORONA, CA . (714) 737.5599 FIG. 23 HANGER FOR C. P. V. C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE l � I Ifs -->•If s --►-I A ► Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - The Fig. 23 and Fig. 24 are intended to perform as a hanger/ restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. , Approvals - Underwriters Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P..A. 13, 1311, and 13D.' FIG. 24 HANGER FOR C.P.V. C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE -SIDE MOUNT E A 10 Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation.. The flared edge design* protects the C.P.V.C. pipe from any rough surface. The Fig. 23 and Fig. 24 are easily attached to the building structure using the two hex head self threading screws°° furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required.. Order By - Figure number and C.P.V.C. pipe size. ° - Patents Pending Minimum fastener size acceptable, #12 x 1-1/4" hardened hex head self threading screw. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER SPACING (FT.) FASTENER. HEX HEAD SIZE APPROX. WEIGHT LENGTH PER 10.0 3/4 3-1/8 2-5/16 1- 9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 1-1/4 9 �` ((.cc,, �a��h�y � 1:JN.L��i:!]'ii )i MEN ,.�:n„..v;�:v" 1�3 9021,1 //[p� � l:L��tu Ll`.-..-.... -'M T -e+y,. 1 f� j/1 �^r, � yuE �`�� . �.;s. s:•a}^,:,•.g..:,•p, j{ % (J] y„,"..'�1..,YJICl1�iY''I:.iwn•7Y/ji.LR4h���i�lil-."3�-�'•�YGSM:{6C1��J.0 amnp•^6^• /L� 11RI"•. `-LL,cr.;y�1�.�] .r..':^� ..7^•`+"^ -,:•.y ;.�.�,m ;;,•-.;u.,.; ,1,. 9 . 7 1-1/4 .4-3/16 3 273/32 1-1/2 1-3/16 1-3/16 6-1/2 5/16 1-1/4 11 4s?F'i.;R"?�'s r..Ny,--.;, f�.��-1•• ;�'�:�-,M;^�»i-' ,w4 '�Ieke�cw77.�•� :�YiC."//�i�,;, i1��.: 'w<.:2..?.�:,..r�.�-. � n�•: •: tNi.y ,'F•�•;r._I,ay:.fr�,�1.�W,'l.�!.6..r�rc:.�,f t�s y.F•.i�'-1{�'t.ia..l»it.5� � ✓ts� �" 7.'1jr�`atyf.8l.,tit':twt a�.y :,... i,�4�;/+�.1':�iS:n•,:1;:....r•i�.:i�.,i:;r..iS.�:...ttK.i,•1�.�2. �:;F i�oo,1�.1�".�Fl�7. � 4• :.`., �S,12.:.�t J ..Ba.Ta.r.a ,.��.1•.aµ, n..: :1-3/16 �... T.-V$�n.i 4tl`s.�:Iy�xi.]-].5: ��, �.n ty•l.: '. iFiT.1�..`W: ``.^".4i'.�'f:ltf$T.�..•-,T�,,i �.-,�r�.r7 w2"".+-.n� 3:u7�?-YF�1v1 4a 1- 3/16 812-7 5/16 1-1/4 15 REVESED 8/91 Central Sprinkler BlazeMaster@ JJJJJJJJJjJjJJjjj J J jai "Ji iiii INSTALLATION INSTRUCTIONS' &TECHNICAL MANUAL U.S., Canadian and U.K. Edition No. 19.1.c Rev. 4 5/9( 1uWtzC Vl l-FUUMUL15 Introduction ......................................... I Conversion Factors ....... I Listings and Approvals .............................. I Where and hour to use a Central BlazeMaster S:,stem:.... I Central BlazeMaster Specifications ..................... 3 Pipe............ ..................... .....3 Central Biazelviaster Finings .......................... 3 Solvent/Cement.. .................. a ............ 3 Dimensions for Central BlazeMaster CPUC Pitt .......... 3� Fitting Socket Dimensions ............................ 3 Product Ratings and Capabilities ................:....... 4 Pressure Rating & Pressure Listing ....................4 Friction Loss.......................................4 Thermal E):pansion................................. 4 Physical and Thermal Properties of Central BlazeMaster CPVC................................ 6 Permissible Deflections of Central BlazeMaster CPUC ..... 6 Support and Hanger Recommendations .................. 7 Pipe Bracing with Standard Band Hanger ........:..... 7 Hanger/Support Spacing ............................. 7 Vertical Restraint .................................... 7 Underground Installation Specifications ................ 9 Pipe......................... ..................9 Fittings........................................... 9 Primer/Solvent Cement ............................ . 9 System Design .... .... ........ ............. 9. Installation Procedures .............................. 9 Inspection.......................................... 9 Trenching........... ....... 9 Snaking of Pipe .................................... 9 Back -Filling ...................................... 10 Maintenance.... .....I ........................ 10 System Riser Installation Requirements ................. 10 .System Riser Installation Recommendation .............. 10 Handling & Storage ................................. 11 Handling........................................ I1 Storage ........................................... 11= Handling of Central B1azeMasler Cements and Primers Solvent/Cementing Instructions ...................... 11 Joining Central BlazeMaster Pipe Systems .............. 11 Cutting.......................................... I1 Deburring ............................. .... 11 Fitting Preparation . ............................ . 12 Safety and HeailhPrecautions ....................... 12 Estimating Primer and Cement Requirements .......... 12 Primer Application • ..................... ......... 12 Solvent Cement Application ........................ 12 A.ssembly........................................ 1; Set and Cure Times ............................... 1 Pressure Testing the System ......................... 14 Transition to Other Materials .......................... 14 Flanged Connections .............................. 14 Grooved Coupling Adapters ........................ 15 Penetrating Fire Rated Walls & Partitions .............. 15 Other Design Criteria .............................. 15 Freeze Protection ................................. 15 Central BlazeMaster Systems and Penetration of MetalStuds ........................:........... 15 Solvent Cement and Primer Spills .................... 15 Joining Central BlazeMaster CPVC in Cold Weather ..... 16 Joining Central BlazeMaster CPVC in Hot Weather ...... 16 Appendix ................................ .16 Helpful Tips ........................................ 16 Material Safety Data for Solvent Cements and Primers... 16 TraininglDemonstration ............................ 16 Material Safety Data Sheets ..................... . , 17 This Installation and Technical Manual contains the citeria to install a Central BlazeMaster CPVC piping system in accordance with the UL Listing, C -UL Listing and/or FM Approval. Additionally, the manual contains recommendations for easier installation, general piping prac- tices and other suggestions that may not be required to satisfy the ULListing, C -UL Listing and/or FM Approval. To differentiate between a requirement and a suggestion, use the follomdng definriions: SHALL - The use of the word "shall" indicates a mandatory requirement of the Listings/Approval. SHOULD - The use of the word "should" indicates a suggestion that is not required to meet the Listinas!Approval. Warranty Central BlazeMaster CPVC products are warranied against defects in material and workmanship solely to original purchasers from Central. This warranty will continue for a period of ter, years from the shipping date. Materials found to be defective by Central shall be repaired or replaced at Central's option. Central will nct be responsible for labor charges or consequential expenses or damages incurred as a result of use of its products. This warranty is expressly made in lieu of any and aL other warranties, expressed or frnphed, including the war- ranties of merchantability and fitness. Al! sales by Central shall be subject to the terms and conditions stated herein. The placement of orders with Ceniral shall constitute a:ceo- tance of these terms and conditions. If buyers' purchase orders. or confirmations are at a variance with the terms and conditions herein, they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laves of the Commonwealth of Pennsylvania. Buyer consents and agrees to the jurisdiction and venue of the Court of Common Pleas of Montgomery County, Pennsylvania and the U.S. District Court for the Eastern District of Pennsylvania with respect to any proceedings arising out or in connection with any purchase and sale contract entered into betwe?n Central and buyer. Buyer further agrees that mailing to either party by certified registered mail shall constitute lawful and valid service of process. Look• for the UL, C -U1_ FM and NSF-pw S.E. marls on the product. BlazeMaster'`' is a registered trademark: of the BFGoodrich Company. All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. Introduction Central Sprinlder Company in conjunction with BFGoodrich has created a line of BlazeMaster CPVC (Post Chlorinated Polyvinyl Chloride) xr; Y sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler systems and provide The following advantages over traditional so: inkller piping systems: Increased hydraulic capabilities (C -Factor =150) •. No precutting and expensive fabrication required • NSF-pw S.E. approved for potable water Can be easily connected to other sprirbdge piping systems • Flexibility in the piping for greater ease of installation • Resistant to rust, scale and foreign contaminant build up • Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation • Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shown in this guide are as follows: linch = 25.4 mm 1 foot = 0.3048 meters 1 psi = 6.895 kPa 1 psi = 0.0699 bar 1 psi = 6894.757 Pa 1000 Pa = I kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL Listed in accordance with U.S. requirements and C -UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc. and are Factory Mutual (FM) Approved for use in: • Light Hazard occupancies as defined in the Standard for "Installation of Sprinkler Systems", NFPA 13. • Residential occupancies as defined in the Standard for "Installation of Sprinlder Systems in Residential Occupancies up to and Including Four Stories in Height", NFPA 13R • Residential occupancies as defined in the Standard for" Installation of Sprinlder Syslems in One and Two Family Dwellings and Manufactured Homes", NFPA 13D. - • Underground fire service systems as described in the " Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S. requirements by Underwriters Laboratories, Inc. for use in return air plenums as described in the "Standard for Installation of Air Conditioning and Ventilating Systems", NFPA 90A. Central Sprinkler BlazeMaster CPVC pipe and fillings are not C -UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by ME&A in Residential buildings as defined by NFPA 13D and 13R. 71-,e ME&A listing number is 434.88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E.. Listing. Centrad Sprinkler BlazeMaster CPVC sprinlder pipe and fittings are Approved by the City of Los Angeles and Metro -Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C -UL Listed and Flvf Approved for use with Central and/or other BlazeMaster CPVC fittings Listed and/or Approved in accordance with the appropriate U.S. and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory, C -UL Products Certified for Canada Directory, FM Approval Guide and/or contact Central Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in "wet" systems only. (A wet pipe s; stem contains water and is connected to a water supply so that the water will discharge immediately when the sprinlder is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,1311, 13D or 24 shall be followed and when applicable, the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A In accordance with the UL Listing, protection shall be provided for Blazeh4aster CPVC pipe an4 fittings. The minimum proieciion shall consist of either one layer of f" thick gypsum wall board, {" plywood soffits, or a suspended membrane ceiling with lay -in panels or tiles having a weight of 0.35 pounds per sq. ft. when installed with metallic grids. For residential occupancies defined in NFPA 13D and 13R, the minimum protection may consist of one layer of f" plywood. In these cases, any standard sprinlder head rated at 170°F or less may be used lection'lsha@tonsi t,oj pLi. r-icrib and pla;;�r, one layer of 9mm thick: gypsum wallboard, one layerof 13mm plywood, or a suspend- ed mepnbrane cei ing witg lay-inpanels or tilesclassified with respect to surface burning characteristics having a mass of not less than 1.7 kgim° when installed with metalhc grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills, exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is pre- sent, individual openings exceeding 0.01r_2, but not exceeding 0.71.m" in area must be located such that the distance from the edoe of the opening to the nearest sprinkler does not exceed 300mm. BlazeMasier pipe and fittings shall not be used where such open- ings exceed 0.7lm2 in area. In these cases, any standard sprinkler head rated at 77°C or less may be used. C. For a concealed installation per FM Approvals, the piping shall be protected and completely separated by a permanently installed non-combustible barrier from a area pmtecied by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic cim—naae. Drop in ceiling tiles, as used in suspended ceihngs are specifically considered not to be permanently installed for the purposes a this definition. Non-combustible is defined as having a minimum finish fire rating of 15 minutes whin tested per AS17d E 119. 4. For an exposed installation: A. In accordance with the UL Listing, Biazehlasier CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations, Listed Quick: Response pendent sprinklers installed within 8" from the ceiling or Listed Residential sprinklers located in accordance with their Ligting shall be used and the maximum distance between sprin)Jers shall not exceed 15'. For horizontal sidewall installations, Listed Quick Response horizontal sidewalk sprinklers having deflectors within 6" from the ceil- ing and within 47 from the sidewall or Listen Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the mcoamum distance bete. ean sprinklers shall not exceed 14'. B. In accordance with the C -UL Listing, BlazeMaster CPVC pipe and fittings shall be installed below a smooth, flat, horizontal, fired ceilings in conjunction with listed Quick Response or Residential sprinklers with a mm9mum rating of 77°C. 5. Central BkazelAaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150'F (65°C). -6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers, as refer- enced in NFPA 13. However, NFPA 13R and 13D pennit the omission of sprinklers from combustible concealed spaces and Central Sprinkler BlazeMaster pipe and fittings cap be installed in these areas when.sprinklering residential occupancies according to these standards. 7. In installations *here sprinkler pipe runs through an attic space that requires sprinlders per NFPA, CPVC piping shall be protected in order to meet the requirements of its UL and C -UL Listings. The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC fn attic spaces requiring sprinklers. Protection methods and requirements may vary by jurisdiction and are subject to interpre- tation. 8. Central BlazeMaster pipe and -fittings, when installed fn accordance with its UL Listing in air plenums, shall be a minimum horizon- tal distance of 24" from an opening in the ceiling such as ventilation grills. The C -UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions, consult building codes and Authorities Having Jurisdiction in your area. Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heal producing sources, such as light fixtures, ballasts and steam lines. Pipe shall not be positioned directly over open venti- lation grflls. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Minimum distances are a function of the specific heat producing source, the maximum ambient temperature, heat shielding, if any, and proximity of CPVC piping to the above. Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10. During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11. Central BlazeMaster pipe and fittings shag not be installed in outdoor applications. 12. The use of BlazeMaster CPVC in ceiling spaces above non-sprinllered areas has not been investigated by UL or FM. Pipe Central Sprinkler B1azeMaster CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the marlangs of Underwriters Laboratories Inc. (UL & C -UL), Factory Mutual (FIM), 1 R A, and the National Sanitation Foundation GISF-p : S.E.) for use in potable water systems. Fittings . Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438 (Schedule 40 dimensions from i4" to l ") and AST44 F439 (Schedule 80 dimensions.for 2" to 3"). Female threaded adapters for sprinller head connect;ons contatnbmss inserts. Fittings carry the marl: ings of Underwriters Laboratories Inc. (UL & C -UL); Factory Mutual (1714, )` EK and National Sai tatim Foundation 1,!SF-p%,.S.E.) for use in potable water systems. Solvent/Cement BlazeMaster CPVC socket connections can be joined using one of two solvent/cementing processes Connections shall be joined with Cen Ira) Sprinkler BlazelAaster One -Step CSC -300, CSCA00,or CSC -500 Solvent Cements or Two Step CSC -100 Primer and CSC -200 Solvent Cement. CSC -100, CSC -200, CSC -300, and CSC -400 or CSC -500 SolventiCements meet ASTM P493 and NSF requirements. Please review solvent cement - ing instructions within this manual prior to installation. Other primer or cements shall not be used with Central Blazel-daster products and the u se of such non -approved welding agents will void the Manufacturer's warranty and product ListingslApprovals. Dimensions for Central B1azeMaster CPVC Pipe Table A • Central BlazeMaster Pipe Dimensions in Inches (MiIIimeters) (SDR 13.5 ASTM F 442) Nominal Size (see note) Average 00 Average 10 Pounds per Feet '/,' (19.1) 1.050 (26.7) .874 (22.2) .168 V (25.4) 1.315 (33.4) 1.101 (28.0) _ .262 1Y.' (31.8) 1.660 (42.2) 1.394 (35.6) -.418 114' (38.1) 1.900 (48.3) 1.598 (40.6) .54B _ 2' (50.8) 2.375 (60.3) 2.003 (50.9) • .859 2)F (63.5) .2.875 (73.0) 2.423 • (61.7) 1.257_ 3' (16.2) 3.500 (88.9) 2.952 (75.1) 1.867 3.516 3.492 1.875 2.892 0.300 0.375 ASTM CPVC Fitting Socket Dimensions Table B • ASTM Dimensions for CPVCfittings in Inches: Nominal Size A B Socket Entrance Socket Bottom Diameter Diameter Average Average Diameter Diameter C Socket Length Minimum D Inside Diameter Minimum E F Minimum Wall Thickness 1/4' _ 1.058 1.046 0.719 0.1120 0.113 0.141 1' 1.325 1.310 0.875 1.044 0.133 0.166 1'/,' 1.670 1.655 0.938 1.375 0.140 0.175 _ 1%, 1.912 1.894 1.094 1.604 0.145 0.181 2' 2.387 2.369 1.500 1.933 027_5_ 2W _ 2.889 2.86B 1.750 2.316 _0.218 0.276 0.345 _ 3.516 3.492 1.875 2.892 0.300 0.375 D Note: Central BlazeMaster pipe is produced in SDR 13.5 dimensions in accordance with A'1'M442 SDR (Standard Dimension Ratio) is the ratio of the out- side pipe diameter to the wall thic)mess of the pipe. rruauci naungs ana uapawlities `Pressure Rating & Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C -UL Listed and FM Approved fora rated pressure of 175 psi (1210 kPa) for sprinkler service up to 150°F (65°C). Friction Loss Central BlazeMaster CPUC pipe has a Hazen-Wilhams C -Value of 150. Pipe friction loss calculations shall be made according to IgFPA Standards. ^.e follaming table s_;ov: s the allowance of friction loss for fiiinas, expressed in equivalent feet of pipe. Allowance for Friction toss in fittings (Equivalent Feet of Pipe) rnnng sae (In.) r,- I " 1Y" I 1M" 2" Tee Branch 3 5 6 8 10 12 15 Elbow 90'4 Length of RunflL) 35 40 45 5 6 7 9 12 13 Elbow 45' 1 1 2 1 2 2 3 4 Tee Run 11 1 1 1 1 1 2 2 'The above staled friction los; values are for Central Blaze-Masier fittings only. Wher, using other Listed BlazWorter CPVC 90` e:bc.%s with Central Sprinkler BlazeMaster products, please consult the fitting manufactu re:'s installation and design manuals. . Thermal Expansion BlazeMaster plastics, like all piping materials, expand and contract with changes in temperature. The coefficient of linear expansions is: 0.0000340 inch/inch /°F. A 25°F change in temperature will cause an expansion of f inch for a 50 foot straight length. For most operating and installation conditions, expansion and contraction can be accommodated at changes in direc- tion of the pipe run. For additional information on Thermal Expansion please see Table C below. Where AL I" (AT) e = 3.4 x 10-1 in/in/°F (Coefficient of Linear Expansion) L = Lenath of Run in Feet AT = Temperature Change in `F An example of Thermal Expansion is shown below: Example: How much will a 40 foot run of %"of BlazeMaster CPVC pipe increase in length (or expand) if the expected ambient temperature ranges from 35T to 85'F1 Changes in length due to fittings are insignificant relative to the pipe. AL =12el (AT) AL = 12 (.000034) x 40 x 50 AL = .82 in. or 2MO Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing Central BlazeMaster sprinkler systems, expansion of long runs must be considered iI temperature variations will be encountered (fe; summer to winter extremes). Methods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the pipe run. (See Figure G for exam- ples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the maximum Yrorlang temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60`F to 12YF use Table F because the maximum tem- perature is greater than those shown in Tables U and E. For conditions which are not covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100°F. Refer to Table H on page 4. AT = 70T S =1560 psi E=3.85xIO'psi Table C • Thermal Expansion Temp Change 5 10 15 20 25 30 Length of RunflL) 35 40 45 50 70 90• 120 16o .IrF Thermal Expansion, AL (in.) 20 .04 ' .OB .12 .16 20 24 29 .33 37 .41 .57 .73 .98 1.31 30 .06 .12 .18 .24 .31 .37 .43 .49 55 .61 b6 1.10 1.47 1.96 40 .03 .16 .24` .33 .41 .49 .57 .65 .73 B2 1.14 1.47 196 2.61 50 .10 .20 .31 At 51 .61 .71 .82 .92 1.02 1.43 -542.45 3.26 60 .12 24 37 .49 .61 .73 .B6 98 1.10 1.22 1.71 220 2.94 3.92 70 .14 .29 .43 .57 .71 .86 1.OD 1.14 129 1.43 2.00 2.57 3.43 4.57 80 .16 .33 .49 .65 62 .96 1.14 131 1.47 1.63 228 2.94 3.92 5.22 90 AB 37 .55 .73 92 1.10 129 1.47 1.65 1.84 2.57 3.30 4.41 5.B8 tOD 2D At .61 .82 1A2 1.22. 1.43 1.63. 1.84 2.04 2.85 3.67 4.90 6.53 AL =12el (AT) AL = 12 (.000034) x 40 x 50 AL = .82 in. or 2MO Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing Central BlazeMaster sprinkler systems, expansion of long runs must be considered iI temperature variations will be encountered (fe; summer to winter extremes). Methods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the pipe run. (See Figure G for exam- ples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the maximum Yrorlang temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60`F to 12YF use Table F because the maximum tem- perature is greater than those shown in Tables U and E. For conditions which are not covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100°F. Refer to Table H on page 4. AT = 70T S =1560 psi E=3.85xIO'psi Loop i MIN MIN Offset ,w spy� Change of Direction 0 Long Run of Pipe Oe Fargwm Guido . R straw Figure G • Expansion Loop and Offset Configurations Table FI • Modulus of Elasticity & Stress vs Temperature Temperature T 73' BD' 90' 100' 110' 120' 14T 15T Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 I.S. (psi) Note: Table based on Stress and Modulus of Elasticity at 120T Refer to Table H. AT = 60'F S = 1275 psi E= 3.55 x I O° psi Note: Table based on Stress and Modulus of Elasticity a 150'F Refer to Table H. AT = 807 S = 875 psi E= 3.OBx IO`psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axi, movement into the expansion loop. The Expansion Loop Formula has the following com• ponents as shown below: f= Length of Expansion loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Worlang Stress at 100'F (Table H below) The Modulus of Elasticity & Stress vs Temperature table will need to be used to find "E"in the Expansion Loop Formula. An example is presented to demonstrate the cc culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offse in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central BlazeMasier UNIC pipe installed in 40T given a maximum temperature change to 1007? Additionally, hour long should the expansion loop be to compensate for this expansion? . First, find the temperature change expressed as AT. AT =1007 - 40T AT= 60T . Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet, two cal- culations will need to be made. Length of run =160 feet with AT = 60'F From Table C, AL = 3.92 in 5i, ♦uu.cu uvVr. z—ASYL,. LYu L lV 16u I/Liz "VVL Length (70T to 1507) AT = 80T Nom. a Pipe Size AvgLength 0 10 20 30 40 of Run (ft.) 50 60 70 Length of Loop (1h.) 80 90 100 120 140 160 3: 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 1' 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 1%' 1.660 13 18 22 26 29 32 34 37 '39 41 45 49 52 1)1' 1.900 14 20 24 28 31 34 37.; •39. 42 44 48 52 56 2' 2.375 15 22 27 31 35 38 41 44 47 49 54 50 62 2:S 2.875 17 24 30 . 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42. 46 50 54 57 60 66 71 76 92 98 Loop i MIN MIN Offset ,w spy� Change of Direction 0 Long Run of Pipe Oe Fargwm Guido . R straw Figure G • Expansion Loop and Offset Configurations Table FI • Modulus of Elasticity & Stress vs Temperature Temperature T 73' BD' 90' 100' 110' 120' 14T 15T Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 I.S. (psi) Note: Table based on Stress and Modulus of Elasticity at 120T Refer to Table H. AT = 60'F S = 1275 psi E= 3.55 x I O° psi Note: Table based on Stress and Modulus of Elasticity a 150'F Refer to Table H. AT = 807 S = 875 psi E= 3.OBx IO`psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axi, movement into the expansion loop. The Expansion Loop Formula has the following com• ponents as shown below: f= Length of Expansion loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Worlang Stress at 100'F (Table H below) The Modulus of Elasticity & Stress vs Temperature table will need to be used to find "E"in the Expansion Loop Formula. An example is presented to demonstrate the cc culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offse in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central BlazeMasier UNIC pipe installed in 40T given a maximum temperature change to 1007? Additionally, hour long should the expansion loop be to compensate for this expansion? . First, find the temperature change expressed as AT. AT =1007 - 40T AT= 60T . Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet, two cal- culations will need to be made. Length of run =160 feet with AT = 60'F From Table C, AL = 3.92 in 5i, Table F Loop Length (70T to 1507) AT = 80T Pipe Size Nom. Avg. 0.0. 10 20 30 40 Length of Run (tl.) 50 60 70 Length of Loop (in.) 80 90 106 120 1'40 160 V 1.050 14 19 23 27 30. 33 36 38 40 43 47 50 54 T 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 1? 1.660 17 24 29 34 - 38 41 45 48 51 53 59 63 6B 1)S 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72 2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 2)5' 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89 3' 3.500 25 35 43 49 55 60 65 69 74 78 B5 92 98 Loop i MIN MIN Offset ,w spy� Change of Direction 0 Long Run of Pipe Oe Fargwm Guido . R straw Figure G • Expansion Loop and Offset Configurations Table FI • Modulus of Elasticity & Stress vs Temperature Temperature T 73' BD' 90' 100' 110' 120' 14T 15T Modulus of Elasticity 4.23 4.14. 3.99 3.85 3.70 3.55 3.23 3.08 "E" x 101 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 I.S. (psi) Note: Table based on Stress and Modulus of Elasticity at 120T Refer to Table H. AT = 60'F S = 1275 psi E= 3.55 x I O° psi Note: Table based on Stress and Modulus of Elasticity a 150'F Refer to Table H. AT = 807 S = 875 psi E= 3.OBx IO`psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axi, movement into the expansion loop. The Expansion Loop Formula has the following com• ponents as shown below: f= Length of Expansion loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Worlang Stress at 100'F (Table H below) The Modulus of Elasticity & Stress vs Temperature table will need to be used to find "E"in the Expansion Loop Formula. An example is presented to demonstrate the cc culation of expansion given a defined thermal change and to calculate the length of the expansion loop or offse in inches. Example . How much expansion can be expected in a 240 foot run of 2" Central BlazeMasier UNIC pipe installed in 40T given a maximum temperature change to 1007? Additionally, hour long should the expansion loop be to compensate for this expansion? . First, find the temperature change expressed as AT. AT =1007 - 40T AT= 60T . Now use Table C to calculate the change in length expressed as AL Since the run is 240 feet and the table is inclusive to only 160 feet, two cal- culations will need to be made. Length of run =160 feet with AT = 60'F From Table C, AL = 3.92 in 5i, Support and banger ttecommenciatlons- r.'_• ... �!F•N:_i�v^'ti:La.�'^.i•Cir••il."".�:.�.1•�,•=''tet:.: `'._.o, �LYO �'� '� _-.�,.,..-.r. irk-e-w.a`r"""•r•:-�: r,;.. •�•:e -4,,:.r tiT': ,',U`�'Y,•`fC,,a�'rr`'4V m-- �r.. :.;y{=,•�;.' ;i:•+�jZt�o}, f1 Gi: .�c•Vxj�(}F _�;i.. �:c/).•`.,nh •,.. i.: •,;w' �:S,;r+: � ,�'i.-; '.:: 1�{� CSC.. CPUC.': ' • ;;� ..4 s Model No. 22 (shown) Model No. 23 (shown) Some hangers designed for metal pipe are suitable for CPUC pipe. The hanger shall not have rough or sharp edges which can come in contact the pipe. Do not use under sized hangers. Hangers with sufficient sizing shall be selected based on pipe size (ie; I. -C, hangers for 1F' pipe). Pipe hangers must comply with the appropriate Standard. 14FPA 1 >. 131), or 13R, whichever applies. Some local codes may not allow plastic to metal contact. In this case, plastic or vin. electrical tape should be used to isolate -the materials. Strapping pipe overly light to a slru lural member can cause damage to the pipe when pressurized. Please ensure the pipe is held snug by the hanger, but is not pinched or crushed in any way. PLUMBERS TAPE OR I HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Tolco, Inc. and Alcon make three hanger/restraining devices that are available for use w: Central BlazeMasler. . The Tolco Model No. 22, shown left, or Afcon Model 513 can function as a hanger and as c restraining device. As a restraining device, invert the hanger so that the fastener is down ward. Installation in this manner will prevent upward movement of the sprin]Jer head di ing activation. The Tolco Model No. 23, as shown left, or Afcon Model 510 can function as a hanger and a restraining strap. Both products incorporate features which protect the pipe and ease installation. The hey: head self -threading screw (furnished with the product) is easily installed using a recharc able electric drill and a �44" socket attachment. No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appli cation. The Tolco Models 22 and 23, and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria. For more information aboi Tolco or Afcon products, consult the Central Sprinkler Company. Table L • Support Spacing "L" (tt.) CPVC SDR 13.5 Temp "FNominal Pipe Size '4 1° 1Y1 I%` I ? I 2T 3- 73* 5% 6 6% 1 7 1 8 1 9 10 Vertical Restraint Hanger/Support Spacing Because Central B1azeMaster pipe is more rigid than other types of plastic systems, the support spacing shown in Table 1 shall be adhered to when installing the system.. For exposed installations, Lfsted support devices shall be used which mount the B1azeMaster piping directly to the ceiling or side wall. When a sprin}der head activales, a significant reactive force is exerted ori tl pipe, especially at system pressures greater than 100 psi. The reactive force will cause the pipe to lift vertically if it is not properly secured, especially if I sprinkler drop is from a small diameter pipe. When a sprinkler drop is from a i7, l° or l ia" pipe, the closest hanger should brace the pipe against vertical lift -up. A number of techniques can be used brace the pipe such as a standard band hanger positioning the threaded s port rod toil, inch above the pipe or using a split ring or a wrap-around ha er for restraint. Note: Threaded rod should not come in contact with CPVC when installed. advisable to use lift restraint devices such as the Tolco Model numb= which prevents the threaded rod from coming in contact with the CP" Table M • Support Spacing Distance with an In Line Sprinkler Head Drop Tee Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) % inch 4' 3' 1 inch 5' 4- 1 Y. inch 6' 5- 1 � inch 7' 7' >1B inch 7' 7' 'Local codes have final aulharity on which types of hanger can be used. pipe as shown, to the left Branch lines shall be braced at a distance from a tee or elbow to prevent lift of sprinklers as shown in Tables M and 1'1. e When piping is suspended from a deck, hangers are -squired to suspend the pipe as well as for vertical lift -estraint. One support can serve as both. Drop locations ctween supports are acceptable in any location as long as support spacing is in compliance with Table M. Examples of where this type of hanging is used include: concrete deck - th rod and ring hangers, "pan decks" on I beams with C - :%amps, or concrete anchors, and under wood joists with s=aps or rod hangers. See Figure O. Bar Joist U -Bolt Rnished Collin` Line Figure A Side view When the piping is supported by wood joists or trusses, the structure provides the support, especially when the joists are close together. The only requirement r;Ith this type of construction is to provide vertical restraint and hangers are not required. When supporting PVC piping below the deck, and when the supporting members are spaced far apart, it is important to brace for upward restraint per Tables M and N. Drop location between supports are acceptable in any location as long as support spacing is in compliance with Tables M and N. I able IV • Support Spacing to an End Line Sprinkler Head Drop Elbow Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) M inch 91 6- 1 inch 110, 91 1 Y. inch 1'4' 1' 1 Y inch 2- 1. AY, inch 2' 1. r,g. v - urop ueunig installation, Maximum Table M A B Bar Joist (Reference Table M)' Any distance (Ret. Table N)' � between supports --LI I.: Finished Ceiling Line Fig. Q • Sprinkler Drop Pipe Adjacent to Truss Wood Frame Construction fn manufactured homes, additional hangers may be Tequired to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for.further clarification pips or fitting musi be supported near a sprinlJer head as shown in Tables hi cnd N. To: Robert Nicetta Building Commissioner Town of North Andover 27 Charles St North Andover, MA 01845 From: John Crawford Peachtree Development, llc 231 Sutton St North Andover, MA 01845 Subject: Construction Supervisor Change Dear Mr. Nicetta, This letter is to inform you that Michael Mammola will be our on site construction supervisor for all lots at the Peachtree farm subdivision. He has assumed the duties from Mark Venti, as supervisor, on all houses under construction including all active permits, which he .is the supervisor of record. This includes 16, 41, 65, 71, 81, 105; and 124, Peachtree Lane, 12, 20, 26, and 32 Lavender Circle. Enclosed is a copy of his construction supervisor's license. Thank you for your help in this matter, John Crawford Peachtree Development, llc CC: Brian Darcy Mike Mammola Thomas Laudani 1 Peachtree Development, LLC a 71. i�omv»aovuuea�it a�./�aaaaa%u a BOARD OF BUILDINNG REGULATIONS, License: CONSTRUCTION SUPERVISOR Numbed.: CS 088997 Birthdate 09/09/1969 i Expii 09/0912007 Tr. no: 88997 Restri_��d 00 MiblgA-EL V MANNOL 7 SENECA ST METHUEN, MA 01$44 Commissioner f Ap _ 71. i�omv»aovuuea�it a�./�aaaaa%u a BOARD OF BUILDINNG REGULATIONS, License: CONSTRUCTION SUPERVISOR Numbed.: CS 088997 Birthdate 09/09/1969 i Expii 09/0912007 Tr. no: 88997 Restri_��d 00 MiblgA-EL V MANNOL 7 SENECA ST METHUEN, MA 01$44 Commissioner Date ... ......... V&ORTH TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ....... ......:.......:........ .cam° . has permission to pe form , wiring in the building of ................. .......... ............... L/ North Andover, Mass. at.Xl Pj ' 6a * .. ... M& ....... . -�iPl Fee ... *� ....... Lic. No..13J ( . . ....... & . ..... V.1ZZ7'1,-z1 .............. ELECTRICAL INSPECTOR # 5441 A :N Commonwealth of Massachusetts Official Use OOnl Department of Fire4REA Permit No. u Occupancy and Fee Checked �. BOARD OF FIRE PREVENTIOTIONS [Rev. 11/99] leave blank APPLICATION FOR P RMRFORM ELECTRICAL WORK .411 work to be performed in actor ncehusetts Electrical Code (MEC)527 CMR 11 0 (PLEASE PRINT IN INK ORT E ALL IN RDate://- City or Town of: To the Inspector of Wires: By this application the undersigned gives otice of h o to perform the electrical work described below. Location (Street &Number)8/ % ���,q�j�` Owner or Tenant Owner's Address Is this permit in conjunction with'a" builiiing permit? Purpose of Building Utility Authorization No. Telephone N :-,Yes.. ❑ , ;.,. No. (Check Appropriate Box) Existing Service Amps / Volts New Service Amps / Volts Number of Feeders and Ampacity Overhead ❑ Undgrd ❑ No. of Meters Overhead ❑ Undgrd ❑ No. of Meters Location and Nature of Proposed Electrical Work: _Installation of Security system Completion of the fnllnwinv tahlp mnv he wnived h„ )hv /.c„a,r.,..,rW;— No. of Recessed Fixtures No. of Ceil: Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool AboveIn- ❑ ❑ o. o Emergency ig ing rnd. rnd. Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners o. of Detection an Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices g No. of Waste Disposers Heat Pump Number Tons KW No. of $elf -Contained ..-. ,..: Totals: Detection/Alerting Devices No. of Dishwashers.. Space/Area Heating KW Local ❑ Municipal . ❑ Other Connection No. of Dryers Heating Appliances Kit Security Systems: No. of Devices or Equi alent No. of Water KW o. of No. of Data Wiring: Heaters Signs Ballasts No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Attach additional detail ifdesired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage_ or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When. required by municipal policy.) Work to Start: 11—If— 4 V Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under thepains andpenalties ofperjury, that the information on this application is true and complete. FIRM NAME: , LIC. NO.: i q I -Jr. Licensee: John S. Bassett Signature LIC. NO.: 1533C (Ifapplicable, enter "exempt" in the license number line) Bus. Tel. No.:603 U4 5928 Address: U Alt Tei. No.: OWNER'S INSURANCE WAIVER: i am aware that the Lic, see does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's a �ent Owner/Agent PERMIT FEE: � -7L JJ � Telephone No. t I tm UUMIMUIV WPSfiUH UFARSUCHUS ' M Office Use only DFPARTAIEWOFPURUCS4MY Permit No. �7 BOAROOFFIREPREVEMONRF.GUTA7IONS5rCM 120 Occupancy & Fees Checked ` APPLICARONFOR PERMIT TO ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE P LEASE PRINT IN INK OR TYPE ALL INFORMATION) Town of North Andover The undersigned applies for a permit to perform the electrical work d Location (Street & Number),) 1 Owner or Tenant G Owner's Address c9 31 44t AJ /CI Is.this permit in conjunction with a building permit: Ye Purpose of Building A&W S6:k Existing Service AmpsVolts New New Service aL Amps /p)6 /a y6 Volts Number of Feeders and Ampacity Location and Nature of Proposed,Electrical Work No: of Lighting Outlets :J No. of Hot Tubs No. of Lighting Fixtures Swimming Pool Above of Receptacle Outlets I No. of Oil Burners RM ELECMCAL WORK r I TS ELECTRICAL CODE, 527 CMR 12:00 Date o To the Inspector of Wires: below. CDUt &e - No 0 Overhead C Overhead r� No. of Gas Burners No. of Ranges_ No. of Air Cond. Total Tom To. of Disposals No. of Heat Total Pumps Tons No. of Dishwashers Space Area Heating a (Check Appropriate Box) //766-30 Utility Authorization No. Undergro E No. of Meters Underground No. of Meters No. of Transformers Below Generators ound No. of Emergency Li FIRE ALARMS No. of llryers Heating Devices KW No. of Water Heaters KW No. of No. of Signs Bailasis ., No. Hydro Massage Tubs No. of Motors Total HP OTHER• acumiLiabl7rtyh»attcePolLyiwhxkg Cowrigeaitsmtialegtrivalat subrrm�d.+alydptoafofsarrte�tlleol� YEs RANCE V71 d— 0 0 () No. of Detection and Initiating Devices No. of Sounding Devices No. of Self Contained Detection/Sounding Devices LocalMunicipal Connections a AN= KVA KVA No. of Zones Other b Edvah>eoff7ec�cal Woik $ f � w G Fh>� *rdurtt�X;M ' afpetjtny. FIRMNAME LicatseNo. A� / - BushmTel Nb. 6 Vc'� F6� AtTUNo. WAIVFTt;IainawarethattheLionisedoesnothavetheir>aaartoecoveailsstthdarrialetplivalaitaste#edbyMas�GenaalLaws rrryggrnhueon duspeunrtappli�nwai�esf)tisre�ar�, (Please check one) Owner Agent Telephone No. PERMIT FEE $ Signature or Owner or Agent ) � .. � '� # tr�t� �, `�4 M.3 : - J ,. i♦ w,: s $iu. ��.�«. � . �� R - - ,. - ,_ '! .. L�*.t'Y' s'F'd�:P r' ♦ � `-tfl,,�. 'i. i. '.�. �' t"a�t�: S t p: T Yit"' t3:.i .° •lA :ri L..: I•,6.'$,. _ A41 -,J5 TIA f gyp`, a , p ,. ..� C♦ Vii',. ..L n. ,t ,e « � 4f ♦. .. , . a. J ..+4 n.. I - 1' . ��9LY'- �. n. k e . ^,W +0.� .>- - .A�� ✓\ pg�v:�R ... "i6& .h Commonwealth of Mas/RELA 'tts offidial Use O/nl/y` Department of Fire Permit No. Occupancy and Fee Checked BOARD OF FIRE PREVENTIONTIONS [Rev. 11/991 leave blank APPLICATION FOR P RMRFORM ELECTRICAL WORK All work to be performedin accor nce husetts Electrical Code (MEC), 527 CMR 12. 0 (PLEASE PRINTININK OR TY E ALL IN RDate: _ ,� Cit or Town of: ' City To the Inspector of� • �res� By this application the undersigned gives once of h r her intentio to perform the electrical wor 7descnbedJ elow. -.,, . 1, Location (Str reet &Numbefr.) R = C ~a "' , ti .i4 N 1 Owner or Tenant A$Swfil Telephone No.�`r Owner's Address ' Is this permit in conjunction with a building permit? Purpose of Building Existing Service Amps / Volts New Service Amps / Volts Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system Yes.. ❑ . No (Check Appropriate Box) Utility Authorization No. Overhead ❑ Undgrd ❑ No. of Meters. _ Overhead ❑ Undgrd ❑ No. of Meters Completion of the following, table may he waived by the In cnprtnr of Wiree No. of Recessed Fixtures No. of Ceil: Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of -Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above In -o. rnd. grnd. o mergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners o. of Detection an Initiatin Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers - -• _ Heat Pump Totals: "Number Tons KW No. of Self-contained Detection/Alerting Devices No. of Dishwashers .. Space/Area Heating KW Local ❑ Municipal . ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems: No. of Devices or E uivalent No. of Water KW Heaters o. o o. o Signs Ballasts Data Wiring: f Devices or Equivalent No. of, No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Arracn aaauronat aerau y aes+rea, or as requrrea oy ine inspector of mires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: �Q �— (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME:Se-curity , LIC. NO.: l gj1C icensee: John S. Bassett Signature LIC. NO.: 1533C applicable; enter "exempt" in the license number line.) Bus. Tel. No.: L3 S94 5928 dress: Alt. Tel. No.: NER'S INSURANCE WAIVER: I am aware that the Lid, see does not have the liability insurance coverage normally wired by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑_owner's agent. er/Agent PERMIT FEE. $ a' Q� ature Telephone No. ' ♦ _ 1 ,erg-.,, � ^ . , 77 w . , 34 . _.. ... ..1 4l _ _.._ .... _. . ... ..: .... ..., ,.... , ,• r r i_ i