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BP-57079let -Olt TYPICAL BRASS LIPRIG44T SiRNKLER - 286'F. i —I NEW 5TORAGE ,'ADDITION 5ECTiON 'A - A' 1" DRot4 TO TEST CONNECTION SCALE; • 1'-0" EXTERIOR WALL 40'-0" � 1" FROM SYSTEM 4" CAP 2" UP ELBOW I" GLOM VALVE i�� � 2 1" 45• GALVANIZED -�-- VALVE MAXIMUM OF 1'-0"t t02 11 05 ! l�a 08 I 21t O ABOVE FLOOR I ' 4 I" NIPPLE - t r DRAM VALVE t CAP 2" UP ORIFICE t'I.ATE tk110PEr11NG_/� 1" EL15M ram— Im 0 tm -0 " TO MATCH Q SPRINKLER SIZE USED 1 CaALVANIZED NIPPLE " :® it,il�� C04120, ids 2>m 2 ,,_4" iN5PECTOR'5 TE5T CONNECTION 4 ETAIL DETAIL L UE T 5 Y,5 TE M STORAGE: LU15ER ON RACK° (CLASS 2 COMM) TO 15' - j — - — - - - - - - - - - -�- - 1" ON TO HORIZONTAL SIDEWALL NOT SPRMKI.ER NLOW DOOR TO SCALE HYDRAULIC i I IGN 2 11i� 11't ; , 218 a ; 2 2 .li'•0" " 2® 2 0 SYSTEM NO. NEW STORACaE ADDITION 211 15' iHiGH LumpER STORAGE CKS AREA. DENSITY: 020 :2000 43sb i III AFLOW: PRESSURE: 32.6i N1=P -13_ tLAS 9 COMM6DIT I 4 I REMOTE 2000 SQFT c>xc�tl��c =T . =A= -C 0=0 i MO`fE 1500 SQFT AREA - ORDINARY HAZARD p 5RASS UPRIGHT STANDARD RESPONE 5. K-FACTOR, lie" N.P.T., 165°F. RATED 2iv45 5 UPRIGHT STANDARD RESPOND K-FACTOR, /2 N.P.T., 286 F. RATED EX15TiNG MANUFACTURING 5UiLDiNG 5ECTiON 15 B SCALE. i/4' ■ 1'-0" REPLACE EXT. I1/4 ELBOW UTH11/4XIX11/4TEE (TYPICAL OF 2) 3i4" DRAIN VALVE t CAI TYPICAL OF 2 PLACES i 1" DN TO HORIZONTAL SIDEtUALL SPRWLER BELOW DOOR 21%" ON 1" ON TO HORIZONTAL SiDEWALL SPRINKLER BELOW DOOR �— I" UP IN WALL 'STEM NO. EXISTMG ADDITIOi .NSITY: 0s0 An -A; X: 33%] PRESSURE:28, =ECTIVE PT.: BASE OF RIsm )SE: 2W ,AT: STI;EET HYDR PROPOSED 1114' O11NER TO ,'` THAT SPACE ABOVE CEILRw,, a is P1 opmY DATED EXISTING I" DROP i FEED PROPOSED SPRINKLER FROM I' DROP EXISTiNGs 1' DROP I PROPOSED 1' DROP 11/4" CAP POINT DRAM VALVE 4" o< ELBOW Dour 20'-0' RE -INSTALL EXISTING :/ F5> FIRE DEPARTMENT CONK.---____-- ROOI= LEVEL FIRE SUPPRE55I01� PLAN ---------------------------------------------- � RE -INSTALL EXIBT!* ,APPROXIMATELY 215' OF 6' DICL MAN TO 8" PUBLIC MAN IN VENTURA DRIVE SCALE: VS" . i'-0" 4' CHECK VALVE W! SEE DETAIL SECTION AUTO 5A1 L DRIP SHEET FP-2 RECESSED PEN�;FNTOI CK RESPONSE SPRINKLER, d SRASSHORIZONTAL S'DEWALL STANDARD RESPONSEg5 6 K-FACTOR, N.P.T., 155°F. RATED MATCH EXT. FINISH SPRINKLER, 5b K-FACTOR, i�2" N.P.T.,165'F. ATED CIA WALL TO DECK FIRE FLOOR FIRE 5UPPRI SCALE: 1/8' . 1'-0' 'MAIN Fire ProteTtion 0 0 0 Services PlWMSSIONAL FIRE PROTECTION EWINEERS It FIEF PROTECTION EWINEERIAki • • ;4 ORAULICS SPECIALISTS It • CODE CONSULTANTS FA. BOX 60 FAIRHAVEK MASSACHUS 6 0211S-069* TEL:(SM) "1-24" FAX -(UM) SSS-6832 REVISIONS: NO. DATE: DESCRIPTION: LEGEND —e-- Pendent Sprinkler — @0 Pendent Sprinkler-i" Drop — Upright Sprinkler �-' Upright Sprinkler -I" Sprig -�— Siclewail Sprinkler —"� Pipe Rise --G Pipe Drop + Pipe Centerline Abv. F.F. * Pipe Centerline 5elow T.O.S. Proposed Pipe -- -- Existing Pipe = LongitudinalSeismic 5race Lateral Seismic 5race Seismic Surge Re -strainer (End of eac'; 5ranchline) 4-Way Seismic 5race FLOW TEST DATA. STATIC: 42 PSI RESIDUAL: 38 PSi FLOW: 985 GPM DATE OF TEST: FE5. 2, 200S GAUGE ELEVATION: FIN, FL, LOCATION: PRESSURE HYDRANT SOUTH SIDE VENTURA DR, AT 5UILDiNG. FLOW HYDRANT NEXT ON VENTURA DR. EAST. SCALE: AS NOTED DATE: FE51RUAKi,- 13, 200IB GAD J05 NO.: i806, SCLOCKS.DWG DRAWN 5Y: D.F. WOOD, P.E. TEMPLATE D -8.DWG LOCATION J.C. CLOCK5 CO''iPANY, INC. 9 VENTURA DRIVE DARTMOUTH, MA 02141 DRAWING TITLE: FIRE 5UPPRE551 ON 5Y5TEM MODIFICATION5 4 ADDiTiONS FLANS, 5ECTION5 4 DETAIL5 DRAWING NO.: FF-1 I � � I I ( I I ' 1 1 I ( I I I I ' i , 1 DRY PENDENT SPRINKLER INSTALLED 4� 1 SPRAY BOOTH "T DUCT i r I IN THE HORIZONTAL POSITION I WITH T14N PLASTIC BAG DYER HEAD ' " i III -DRAIN VALVE � 1 I I i j I , , I } DUCT ACCESS PAt�L I FLAMMABLE ; SPRAY' BOOTH j j s'-9 i" UP' —" STORAGE ; 4'-0" 4'-0" i I" DRAIN VALVESR 1 ( P DRAIN VALVE 1 I I AEIOVE ' SR I j 1 PENDENT SPRIAICLER I I NST EXHAUST PAN SPRAY BOOTHER FILTER PLENUM 1 j , , BRASS , BRAS$ PENDENT SPRIICLR STANDARD RESPONSE, I6b'F. STANDARD RESPONSE,16`1'• f ! I RATED, WITH TWIN PLASTIC 1 I I RATED, EXTENDED ESCUTCAF I I SAG OVER HEAD ('tYP. GP 4) AS REQUIr6P i I �— i i r � � 11/4 I 114 I j I AIR oMPREsso 286F. RATED BRASS PENDENT SPRINKLER STANDARD RESPONSE f , W/EXTENDED i SWC44E0N AS MQUI D I i 1 1 11/4 I j 1 DRY PENDENT SPRINKLER INSTALLED ' SUPPORT ON i f , IN METAL DUCT PLENUM BELOW DECK I i I , WITH THIN PLASTIC, BAG OVER HEAD I I I I I I I '.Up I j i i ids 1�i I I 1V2 r 1 I iVz" UP I I 112" UP r I I , I I I i" U1�ION UP r 1 I , 5PR',4Y 300T i 51�PPR 55 i ON P�. N A50VE 5FRAY 5OOTH FIRE 5UPPRE 55 I ON � �N SCALE-. 1/4" = 1'-m" SCALE: 1/4" = 1'-0" I d 6X4 RC I 4" CAV SPOOL O 6" GRV TEE As REQUITED 6" GRV TEE TO NEW SPRINKLER WORK (� IV FIG. aw i 11/4 111/4 SWAY BRACE ` 1 ' ATTACHMENT TO -------L-------- �---------------L- 4 - ----�-------------1--14 ��2 -- STEEL f-BEAM Lin 1 FIG. 910 0 SWIVEL SWAY 6° GRv SPOOL ---" BRACE FITTING 6 X 2142 GRV REDUCER 6X4 RC THEM I 4" TO F.D.C. ' 6" GRV TEE ----_ _� ( ) O BRACE PIPE I �,� 6" GRV spool. loom "FAST CLAMP" I -1 SWAY BRACE ATTACHMENT I �.--- 6- FLOW SWITCH ' 6" FLG X GRV RISER CHECK VALVE W/2" DRAM t Important structural nce: �UPPER/LOJJER P�SSURE GAUGES Tolco Steel Fi 65 cJmponertts Were used durin structural testis and are reeqquutract to achieve the listed'esults. Malledble iron � 6" WATTS SERIES 't$1 DOUBLE compone�ta must neva be substituted ' Ci.ECK BACKFLOW ASEMBLY W/ 2-6" 064Y GATE YALYE W/ ---2" MAN DRAM because of this matemle serious potential i TAMPER SWITCHES for fracture and failur. i 3 6" X 1'-0" FLG SPOOL �- FLG ELBOW O O SWAP 5RACE ATTACHMEN' TO STEEL 1-5EAM 6" FLG ELBOW�Q SHOWN iN LATERAL 5RACI APPLICATION O2y2" PIPE STANCHION 6" i G SPOOL EXISTING W FLOOR FLANGE --'- , ®i i i FiG. aw SWAY BRACE r i I i ATTAG441ENT TO H BUILDING i i i NOTE: STEEL i-BEAM 2" T ToxrRioR WALL i i i ALL EXISTING 4MAiN RISER EQUIPMENT elo SHALL 5E REMOVED AND DISPOSED OF FIG. EL . Y THE SPR.iNKLER CONTRACTOR St�E FIUTTTING c �- EXISTNG b DICL FIRE MAIN 5 E I I BRACE PIPE 0 ' 'Ofi oS D MAIN R15ER 5ECTION SCALE: U2- • 11-0' FIG. 4A PIPE CLAMP FOR SWAY BRACE s 5RASS PENDENT STANDARD RESPONSE SPRINKLER, Important structural note: 5.6 K-FACTOR, 1/2" N.P.T., 165"F. RATED dur'n steel u 65 components were e d duringg structural testing and are raeqqut�i to acIveve the listed results. Mal,13:'e iron �?� components must never be substituted u BRAS5 PENDENT STANDARD RESPONSE SPRINKLER, for fracture a of this materials serious pots :tal for fracture and failure. 5.6 K-FACTOR, 112" N.P.T, 266°F. RATED Y PENDENT STANDARD RESPONSE SPRINKLER, O SWAY 5RACE ATTACHMENT TO STEEL 1-5EAM 56 K FACTOR 1 N P 165oF RATED 7g BRASS DR g SHOWN IN LONGITUDINAL BRACE RACE APPLICATION .T FIG. 69 1�TAININCx STRAP o LOl+_:K .�� NUT ntiy'a'D 1� JA VIEW A -A FltG. 65 1NEAM CLAMP FKa. too A}LL THREAD ROD PIl G. 200 A�JUSTAi3LE RING W ANGER © TOP BEAM CLAMP, ROD, AND RiNG t1VL5l7V FIG. 65 BEAM CLAMP �A _Ja FIG.69 \ LOCK � / VIEW A -A RETAINING NUT REQ D STRAP 0 FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER O 50TTOM SEAM CLAMP, %OD, AND RING ell TOLCO FIG. tM (2) TOLCO FIG. iOW "FAST CLAMP" ! TOLCO FIG. 90-1 V 3" MAX 4 WAY EARTHQUAKE 51��ACE �(�O LATERAL/LONGITUDINA L EARTHQUAKE 5R4CE GENERAL REQUIREMENTS: SCOPE: All sprinkler system piping, materials, equipment Shall be provided, installed, tested and warranted where shown on these plans, FP-1 and FP-2. Work shall include demolition and removal of existing where shown or required. Work shall also include reworking existing where shown or required. PER11ITS: The sprinkler contractor sail obtain and pay all fees associated with required permits for this work This shall include permitting the new backflow assembly. �— BOLT AND NUT TESTING: All new work shall be hydrostatically tested per the requirements of NFPA-13, 2001 edition. Old work may be \--FIG 5s isolated during this testing. Small areas being repiped and THREADED SiDE BEAM BRACKI=T minor pipe extensions may be tested at street pressure Only. APPROVAL5: FIG. too All materials and equipment shall be UL Listed for commercial ALL THREAD ROD fire suppression Installation. The entire installation shall be f—FIG. 200 acceptable to the Dartmouth Fire and 5uilding Departments ADJUSTABLE RING HANGER as well as the Massachusetts 5uilding Code, '1th edition, and NPFA-13, 2001 edition. WARRANTY: Contractor to warranty all materials, equipment and labor for a period of one year beginning on the date of final fire department acceptance. OTHREADED SIDE SEAM BRACKET, ROD RING ALARM DEVICES: C �p "Zr' PUR IN CONSTRUCTION The sprinkler contractor shall provide, install, adjust and test all alarm system devices directly attached to the sprinkler system. Wiring of these devices she i l be by others. PIPE 4 FITTINGS: Pipe I" to 11/4" shall be black steel schedule 40 with plain cast threaded fittings. Pipe 111211 and larger shall be black Steel schedule 10 with rolled groove couplings acid drill -in type mechanical outlet fittings. All grooved couplings shall be rigid style. Flanged fittings shall be class 125 cast iron. COMMERCIAL 3.1 Licensed Construction Supervisor: Name of Construction Supervisor Address' _e, � Not Applicable ❑ ( License Numbe Expiration Date:A/(�— / Telephone - t U -361 Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit (MGL 152 Section 25A)Signed Affidavit Attached: ❑ yes ❑ no ❑ new construction ❑ addition ❑ - ❑ repairs ❑ accessory g bld(shed/garage) El other (specify Seca 6): ❑ demolition ❑ sign ❑ replacement window/door no. of windows doors The following descriptions are based on the Massachusetts State Building 6th Edition, Code Article 3, as noted. See the Code ❑ Assembly - restaurant, lounge, theater, school, etc. (see Code Section 302.0) Describe: Business - office, assembly with less than 50 occupants - indicate Medical or other professional (see Code Section 303.00) 1 Education - structure for training including child day care for those over 2 years 9 months (see Code Section 304.0) © Factory / Industrial (see Code Section 305.0) High Hazard - (see Code Section 306.0) 11 Institutional - hospital, nursing home, infant day care (see Code Section 307.0) El Mercantile - retail stores (see Code Section 308.0) ❑ Residential - three or more family, hotel (see Code Section 309.0) 0 Storage - includes garage (see Code Section 309.0) Utility & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 311.0) New Tenant - for any of the above, please indicate (see Code Section 119.0 and Zoning By -Law Section 35) 0 Tent or Trailer - temporary purpose? Other: r'C Describe tftrop�osalief% , INCLUDE number of dwelling units and bedrooms or occupant load as applicable, also existing condition (if extra //space /r' is needed, attach an additional sheet): � A rl r� t9AYS�LAl1`7 a) 1r of On�v� s1a a%� "T'i o!+% e /n _ , r — �L n , _ _ f) If _I t , New Construction and/or Addition (total gross cubic feet proposed) - indicate If the project is an addition to existing structure -total gross square feet of existing: Alteration of existing, no increase in gross square feet. A separate Refuse Disposal Declaration is required. Will this project be subject to CONSTRUCTION CONTROL (over 35,000 cu. ft.) ❑ yes ❑ no I"yes, see Code Section 116.0. Designer to submit Code Synopsis in addition to original plans. Will this project require Peer Review (over 400,000 cu. ft.) ❑ yes ❑ no (see 110.1 Code & Appendix I) APPLICANT TO PROVIDE PEER REVIEW AT THEIR EXPENSE. SEE 780 CMR. ® Demolition* - describe structure: ❑ Moving* - (provide copy of DPW moving license) Type of structure: from where (plat/lot or address): to where (plat/lot or address): number of dwelling units: - number of bedrooms per dwelling unit: COMMERCIAL ❑ Replacement doors and windows - (for existing only) (only where doors and windows exist and will not be enlargged) EGRESS dimensions must be maintained. Enlarged or new windows in an existing dwelling will be considered as an alter,,-ation, otherwise will be included in new construction. (see Code Section 3603.21 for residential and Article 10 for commercial). ❑ Temporary structure - includes, when allowed, trailers, tents and the like and only for limited periods of time. DcNcribe: i'Y.1YF t y Y' J •,Y ? y 3 LYi �li.;L'h[1. �.I:eLf Y \ yy ,,. .. ,..,.. ,,. , ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided ❑ Hot Water: Gas Electric Fuel Oil Other _. �. Y,r,....� .: P.R L:' I� . E _:I �t�i%sx,•',3�'i''.....„ .. ` Y��'' � •���AN �. R ❑ Required: plans provided plans not provided why? - ❑ Not required, not to be installed, why? y, a sSA' ❑ Parking plan submitted to: Building Dept. Planning Board date submittedl Number of spaces indoors outside total provided. Handicap spaces - required yes no if yes, how many as a part of the total required number Is Route 6 (State Road) entrance permit required? yes no if yes, has it been issued? yes no Submit copy of application and/or permit as soon as available. WN 11.1 Architect/Engineer - for overall design Company Name: Address: Phone #: Certified by State of Massachusetts as: - Certification Number: Note: Signatures and seals on all plans, affidavits. & other documents SHALL BE originals and not reprFoductions. 11.2 Architect/Engineer - project supervision and reports Company Name: Address: Phone #: Certified by State of Massachusetts as: - Certification Number: Note: Signatures and seals on all plans. affidavits. & other documents SHALL BE originals and not reproductions. 11.3 General Contractor Company Name: Address: Phone #: Construction Supervisors License Number Note: Signatures and seals on all plans, affidavits. & other documents SHALL BE originals and not reproductions. c:\bldg. forms\bldgapp.com Page 2 rev. September 2004 c:\bldg. forms\bldgapp.com Page 3 rev. September 2004 1, HOLD reason: 3. OWNER/CONTRACTOR NOTIFIED ON Date: Date: 2_ HOLD subject to Zoning Board of Appeals action: 4_ Comments: 5. Inspector's Signat Applicant inform Comments:" Total Permit Fee: Gross Area - New Cony (' ncc A— _ AltPr�f;�.,, I — - 6blydg, forms\bldgapp.com v I Less Application Fee: $ 25.00 JUN 2 9 Date: Cle :� I lg Balance: Page 4 rev. September 2004 6bldg. forms\bidgapp.com Page 1 rev. September 2004 5-Z®7G