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Home My WebLink About245 TAMARACK AVE; ; AS0702717/15/24, 2:08 PM AS070271 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070271 Job Address: 245 TAMARACK AV Status: ISSUED Permit Type: SPRINK Applied 11/5/2007 Parcel No: 2060200300 Approved: 11/6/2007 Lot #: 0 Reference No.: Issued: 11/6/2007 PC #: Inspector: Project Title: TAMARACK LOFTS 12 FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: PREMIER FIRE PROTECTION P0 BOX 2027 LAKESIDE, CA 619-871-9795 Owner: LUGANO SHORES INVESTMENTS L L C C/O DANIEL ZIMMERMANN 3818 SKYLINE RD CARLSBAD CA Fees ($) I Add'l Fees ($) Total ($) Balance ($) 780 0 780 0 about:blank 1/1 tqCCj /Fire & Building I Products Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500° ,a rapid response HOME FIRE SPRINKLER SYSTEM Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 49 K-factor General Description The Series LFlI (1Y3596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use In resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series lFii (TY3596) provides 1/2 inch (12,7 mm) vertical adjustment. This adjustment reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut to help assure a perfect fit installation. The Series LFIl are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series L.Fil (TY3596) has a 4.9 (60,5) K-factor that provides the re- quired residential flow rates at reduced IMPORTANT Always refer to Technical Data Sheet TFP 700 for the INSTALLER WARNING that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can pennanently damage a sprinkler system or Its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. pressures, enabling smaller pipe sizes and water supply requirements. The Series LFiI (1Y3596) 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. The Series LFli (1Y3596) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for Installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into pies- tar board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFll (TY3596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing Jurisdiction. Failure to do so may Impair the performance of these de- vices. 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 with any questions. SprinkleriTvlodel Identification Number SIN TY3596 Aft Technical Data Approvals: UL and C-UL Listed. Maximum Working Pressure: 175 psI (12.1 bar) Discharge Coefficient: K = 4.9 GPM/ps1112 (70,6 LPM/har112) Temperature Rating: 160°F/71°C Sprinkler with 135°F/579C Cover Plate Vertical Adjustment: 1/2 inch (12,7 mm) Finishes: Cover Plate: Fiat White, Bright White, Chrome, or Custom Physical Characteristics: Body .............. Brass Cap .............. Bronze Saddle ............. Brass Sealing Assembly .......... .:... Beryllium Nickel w/ Teflont Soldered Link Halves .....Nickel Leyer ..............Bronze Compression Screw ......Brass Deflector ......Copper or Brass r Guide Pin Housing .....Bronze U LJJ_. Page 1 of 4 JANUARY, 2008 TFP442 These plans have liten reviewed br apparent compliance with the cuirent applicable codes and standards it) Cotce in I he iuri,cliclion. The owner orcontractor may tit lli/e this resiess in suppi'rt of all application br a huildin permit with the express understanding thin this reviess n no was re eves the ow ncr or con rue or oi their pmlessiiiitat engineer or architect for sole responsibility for full compliance with said codes and standards. including the building code or for any responsihulty for deficiencies. errors. omissions or -negligence in these plans whether or not tinted it) this review. Dale :/Cy'zc/07 Reviewer 0 RECOMMEND APPROVAL RECOMMEND APPROVAL. AS NOTED / 1 I a 4 I I I / / Page 2 of 4 1FP442 Minimum Flow (b) and Maximum Maximum Residual Pressure Coverage Spacing For Horizontal Ceiling Area 1$ Ft. (Max. 2 Inch Rise Ft. x Ft. (m) for 12 Inch Run) (m x m) 160°F171°C Sprinkler 12x12 12 13 GPM (49,2 LPM) (3,7 x 3,7) (3.7) 7.0 psi (0,48 bar) 14x14 14 13 GPM (53,OLPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 16x16 16 13 GPM (60,6 LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 18x18 18 17 GPM (64,3 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 20 x 20 20 20 GPM (75,7 LPM) (6,1x6,1) (6,1) 16.7 psi (1,l5bar) 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. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 130 AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (7Y3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER Guide Pins ......Stainless Steel Support Cup ..........Steel Cover Plate ..........Copper Retainer ............Brass Cover Plate Ejection Spring ..... .Stainless Steel tDuPont Registered Trademark Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder meltsand the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFll (1Y3596) Residential Concealed Pendant Sprinklers are UL and C-UL Listed for installation in ac- cordance with the following criteria. 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 to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 130 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 specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge 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- manding sprinklers for the actual coverage areas being protected oy the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be if-, accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. 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. Ta- ble A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY3596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible link Assembly). A leak fight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- 03/17/2005 09:53 7148792165 FIRE SPEC INC PAGE 03 QUICK RESPONSE fr&.OBJE A UTOMA TIC SPRINKLERS SPRINKLER GL SERIES CORPORATION UPRIGHT.FENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL DESCRIPTIONAND Oi'zrnioN CONVENTIONAL (OLD STYLE) The Glob. Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermos.nsitive element. Na provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appear- ance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greedy Increased safety to life and is available In various styles, orlflcss, temp.rars ratings and finishes to meet many varying design requirements. Quick Response Sprinklers QUICK RESPONSE should be used advisedly and under the direction of approving UPRIGHT CONVENTIONAL authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat Is absorbed, the liquid within the bulb expand; Increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL See reverse side for Approvals and Specifications. Temperature Ratings. 135°F (5rC). I 55DF (68°C). 175-F (79°C). 200°F (93°C). 286°F (141 'C). Water Working Pressure Rating. 175 psi (12 Bars). * Factory tested hydrostatically to 500 psi (34 Bars). 1(0 Maximum low temperature glass bulb rating Is .67°F (-55°C). * Frame - bronze • Deflector * brass • Screw - brass a Bulb seat - copper • Spring - nickel alloy • Seal - teflon QUICK RESPONSE Bulb - glass with alcohol based solution. 3mm size. HORIZONTAL SIDEWALl. 4077 AIRPARX DRIVE. SIANDISH. MICHIGAN 4E5S 919446.4583 • FAX 919446.9231 JUNE 2003 A-0 SULLETIN GU l3. REV. #5 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.31 - SUBMITTAL. E1'1GINEERS : PREMIER FIRE PROTECTION. (619)-659-9795. ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040. LICENSE : 772285 DESIGNER : STEVE PETRI DATE : 10-07-2007 FILE : TAMARACK JOB NAME : TAMARACK LOFTS TWO HEAD CALC 16 X 16 LOCATION : 245 TAMARACK AVE. DESIGN DATA. DESIGN CRITERION: MIN SPR FLOW AREA PER SPRINKLER TOTAL CALCULATED AREA TOTAL SPRINKLERS CALCULATED TWO HEAD CALC 16 X 16 13 Gpm 256 Sq Ft 512 Sq Ft 2 FLOW DATA. TOTAL SPRINKLER FLOW DOMESTIC DEMAND TOTAL WATER REQUIRED BASE OF RISER NODE: B 26.8 Gpm 5.0 Gpm 31.8 Gpm FLOW: 31.8 Gpm PRESSURE: 33.5 Psi AUTHORITY HAVING JURISDICTION : CARLSBAD FIRE PHONE HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.31 - SUBMITTAL. Page 1 ENGINEERS : PREMIER FIRE PROTECTION. (619)-659-9795. ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040. Date: 10-07-2007 File: C:\WINDOWS\TAMARACK.RES JOB : TAMARACK LOFTS TWO HEAD CALC 16 X 16 SOURCE I STATIC : 86.0 Psi RESIDUAL : 85.0 Psi FLOW : 26 Gpm DESIGN I SPRINKLER MANUF : TYCO MODEL : LF11 4.9 I SPRINKLER Q : 13.0 Gpm VALVE : .0 Psi I SPRINKLER P : 7.0 Psi METER : 6.0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet ----------------------------------------------------------- FACTOR Psi Gpm 1 32.0 4.9 7.0 13.0 2 32.0 4.9 7.9 13.8 3 27.0 11.1 4 16.0 19.4 5 8.0 25.5 T 8.0 27.9 B .0 33.5 5.0 DOME A .0 41.5 M 3.0 46.2 5 3.0 SOURCE 55.9 31.8 SPRINKLERS FLOWING : 2 AREA PER SPRINKLER : 256 Sq Ft TOTAL DESIGN AREA : 512 Sq Ft MIN SPRINKLER FLOW : 13 Gpm REQUIRED DENSITY : .051 Gpm/Sq Ft COMPUTED DENSITY : .051 Gpm/Sq Ft TOTAL SPRINKLER FLOW : 26.8 Gpm TOTAL DOMESTIC FLOW : 5 Gpm TOTAL WATER REQUIRED : 31.8 Gpm TOTAL SPRINKLER PRESS : 49.9 Psi WATER METER LOSS : 6.0 Psi VALVE FIXED LOSS : .0 Psi Copyright (2003) SUPPLY PRESS AVAILABLE : 84.6 Psi by DEMAND PRESS REQUIRED : 55.9 Psi Hydronics Engineering PRESSURE CUSHION : 28.7 Psi 34119 Fremont Bi, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY : 12.4 F/S (510) 487-9160 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.31 - SUBMITTAL. Page 2 ENGINEER : PREMIER FIRE PROTECTION. (619)-659--9795. ADDRESS 12651 Ridgeton Drive, Lakeside CA 92040. Date: 10-07-2007 File: C:\WINDOWS\TANARACK.RES JOB : TAMARACK LOFTS TWO HEAD CALC 16 X 16 PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) 1 q= 13.0 K= ------------------------------------------------------------------------------- 4.9 L= 30.0 Pt 7.0 Pt 7.0 1 Q= 13.0 F= BBBLLR F'= 30.0 C= 150 Pe 2.2 Pv -.1 Vel= 4.4 D= 1.101 TL= 60.0 .0307 Pf 1.8 Pn 6.9 3 Pt 11.1 2 q= 13.8 K= 4.9 -------------------------------------------------------------------------- L= 10.0 Pt 7.9 Pt 7.9 2 Q= 13.8 F= BLL F= 19.0 C= 150 Pe 2.2 Pv -.1 Ve1= 4.6 D= 1.101 TL= 29.0 .0341 Pf 1.0 Pn 7.8 3 Pt 11.1 3 q= .0 K .0 -------------------------------------------------------------------------- L= 13.0 Pt 11.1 Pt 11.1 3 Q= 26.8 F= BBL F= 17.0 C= 150 Pe 4.8 Pv -.5 Ve1= 9.0 D= 1.101 TL= 30.0 .1168 Pf 3.5 Pn 10.5 4 Pt 19.4 4 q= .0 K= .0 -------------------------------------------------------------------------- L= 13.0 Pt 19.4 Pt 19.4 4 Q= 26.8 F= BB F= 10.0 C= 150 Pe 3.5 Pv -.5 Ve1= 9.0 D= 1.101 TL= 23.0 .1168 Pf 2.7 Pn 18.8 5 Pt 25.5 5 q= .0 K= .0 -------------------------------------------------------------------------- L= 8.0 Pt 25.5 Pt 25.5 5 Q= 26.8 F= LB F= 12.0 C= 150 Pe .0 Pv -.5 Ve1= 9.0 D= 1.101 TL= 20.0 .1168 Pf 2.3 Pn 25.0 T Pt 27.9 T q= .0 K= .0 -------------------------------------------------------------------------- L= 8.0 Pt 27.9 Pt 27.9 6 Q= 26.8 F= SCRR F= 10.0 C= 150 Pe 3.5 Pv -.5 Ve1= 9.0 D= 1.101 TL= 18.0 .1168 Pt 2.1 Pn 27.3 B Pt 33.5 B q= 5.0 DOME -------------------------------------------------------------------------- L= 10.0 Pt 33.5 Pt 33.5 7 Q= 31.8 F= LLLB F= 26.0 C= 150 Pe .0 Pv -1.0 Ve1= 12.2 D= 1.03 TL= 36.0 .2217 Pt 8.0 Pn 32.4 A Pt 41.5 A q= .0 K= .0 -------------------------------------------------------------------------- L= 190.0 Pt 41.5 Pt 41.5 8 Q= 31.8 F= 4L4ECC F= 34.0 C= 150 Pe -1.3 Pv -.2 Ve1= 5.1 D= 1.59 TL= 224.0 .0268 Pt 6.0 Pn 41.3 M Pt 46.2 N q= .0 K= .0 -------------------------------------------------------------------------- L= 10.0 Pt 46.2 Pt 46.2 9 Q= 31.8 F= BG F= 6.0 C= 150 Pe .0 Pv -1.0 Ve1= 12.4 D= 1.025 TL= 16.0 .227 Pt 3.6 Pn 45.2 S Pt 49.9 -------------------------------------------------------------------------- Meter = 6.0 S Q= 31.8 <<< -------------------------------------------------------------------------- SOURCE >>> Pt 55.9 E=>45-E1b L=>90-E1b B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVlv HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.2 - SUBMITTAL. Vf ENGINEERS : PREMIER FIRE PROTECTION. (619)-659-9795. .01 ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040. DATE : 10-07-2007 FILE : C:\WINDOWS\TAMARACK.RES JOB : TAMARACK LOFTS TWO HEAD CALC 16 X 16 PSI FIRE SPRINKLER HYDRAULIC GRAPH 100 90 80 70 60 50 40 30 20 10 0 10 15 20 25 0 Supply Curve Static : 86.0 Resid : 85.0 Flow : 26.0 30 35 40 45 50 FLOW - Gpm S Demand Curve Avl Pr : 84.6 @ 31 Req Pr : 55.9 @ 31 Pr Cush: 28.7 Copyright: Hydronics Engineering, 2003. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (510) 487-9160.