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HomeMy WebLinkAbout1901 WRIGHT PL; ; FPC2018-0288; PermitCcloty of PERMIT REPORT. Cdbl sad Print Date: 02/29/2024 Permit No: FPC2018-0288 Job Address: 1901 WRIGHT P1, CARLSBAD, CA 92008 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2120911300 Track #: Applied: 08/29/2018 Valuation: $10,916,186.00 Lot #: Issued: 10/25/2018 Occupancy Group: Project #: Finaled Close Out: 03/10/2020 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Salcedo, Felix Plan Check #: Fieri, Dominic Maldonado, Adalmira Project Title: Description: HILTON HOME HOTEL - REVISED PLANS FOR SPRINKLERS (712 HEADS) Applicant: FPContractor: SUPERIOR FIRE PROTECTION SUPERIOR FIRE PROTECTION RAUL TRINIDAD 18120 ROWLAND ST 18120 ROWLAND ST CITY OF INDUSTRY, CA 91748-1224 CITY OF INDUSTRY, CA 91748-1224 (626) 965-6900 (626) 965-6900 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $136.00 FIRE Reinspection (per inspection) $193.00 FIRE Reinspection (per inspection) $193.00 Total Fees: $1,354.00 Total Payments To Date: $1,354.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov p FPC20I8-0288 1MM160 - 1901 WRIGHT PL HILTON HOME HOTEL - REVISED PLANS FOR SPRINKLERS (712 HEADS) FIRE PERMIT 1635 Faraday Ave., Phone: 760-602-466 RECEIVED FEB 2 8 2019 CARLSBAD FIRE DEPARTMENT 2120911300 2/28/2019 www.carls FPC20I8-0288 Project Information Project Name *tLTOtJ 2 'Sfl Project Address t°IOI h1AVt1 t'V-7cV Suite# Scope of Work 14LtV— )'1V -- Associated Building Permit# (if applicable) TP2, c,26/f —b,'YVk [U.fe Sprinkler System: Number of risers 3 Number of heads 7/( 0 Fire Alarm 0 Underground: Number of hydrants 0 Sprinkler Monitoring 0 Other: D New system 0 Tenant Improvement Contractor Information Company Name __P/A 9 ?iJ Address /2/ c1- Ltq) & City cf/f//i2ty StateZip q/7? Applicant Name PWL 8 Phone (Ot) 95 £9b Email , Contractor License Number and Type _ 6 4$7 Exp. Date O?_ £&m2/ City Business License Number aq,ke1 ic#LtMw u'l.t..ic dip-f. Signaturrn.vtk., (J5i,vti,1tt&-_-_ Date SUPERIOR FIRE PROTECTION HYDRAULIC CALCULATIONS FOR HILTON HOME 2 SUITES 1901 WRIGHT PLACE, CARLSBAD, CA DRAWING NUMBER: F.P-4 DATE: FEB., 2019 -DESIGN DATA- REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: 3RD. FLR. ATTIC OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1000 sq. ft. COVERAGE PER SPRINKLER: 148 sq. ft. TYPE OF SPRINKLERS CALCULATED: UPRIGHT, RELIABLE MODEL KFR-CCS NUMBER OF SPRINKLERS CALCULATED: 9 HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 248.8 gpm FLOW AND PRESSURE (AT BASE OF RISER): 148.8 gpm 8 29.2 psi NAME OF DESIGNER: K.S. AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. NOTES: Calculations performed by HASS under license # 38031916 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) FPC20I8-0288 Rev 1!4 ots.1 1901 WRIGHT PL HILTON HOME HOTEL - REVISED PLANS FOR SPRINKLERS (712 HEADS) 2120911300 2/28/2019 FPC20I 8-0288 LEGEND Available pressure 80.87 psi 8 248.8 gpm Required pressure 41.79 psi 8 248.8 gpm jAvail. OnSite Demand Press. 80.87 psi 8 148.8 gpm Req. OnSite Demand Press. 41.79 psi 8 148.8 gpm Source Supply Curve System Demand Curve Available at Source 81A G A U G E 60.( P R E 42A S U R E 20.( p S I 00 -14. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/25/2019 C:\USERS\KUROSH\HILTONCARLSBAD.SDF JOB TITLE: Hilton, Carlsbad, Attic WATER SUPPLY ANALYSIS Static: 81.00 psi Resid: 64.00 psi Flow: 3450.0 gpm 80C12001600 2000 2400 2800 3200 3600 4000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/25/2019 C:\USERS\KUROSH\HILTbNCARLSBAD.SDF JOB TITLE: Hilton, Carlsbad, Attic NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) TEST 81.0 64.0 3450.0 80.9 248.8 41.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 248.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 148.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) TEST -3.0 SOURCE 41.8 148.8 BOA -3.0 - - - - 41.0 TR 23.0 - - - - 29.2 - - - X 32.0 - - - - 24.2 1 32.0 - - - - 23.5 2 32.0 - - - - 19.5 - - - 3 32.0 - - - - 16.9 - - - 4 32.0 - - - - 13.2 - - - 5 32.0 - - - - 13.1 6 32.0 - - - - 13.1 7 32.0 K= 5.60 12.6 19.9 8 32.0 K= 5.60 10.1 17.8 9 32.0 K= 5.60 9.7 17.4 10 32.0 K= 5.60 8.8 16.6 11 32.0 K= 5.60 7.4 15.2 12 32.0 K= 5.60 7.0 14.8 13 32.0 K= 5.60 8.9 16.7 14 32.0 K= 5.60 7.5 15.3 15 32.0 K= 5.60 7.1 14.9 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/25/2019 C:\USERS\KUROSH\HILTONCARLSBAD.SDF JOB TITLE: Hilton, Carlsbad, Attic NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. Pipe: 1 Source 0.0 4E:92.1 107.00 150 TEST -3.0 41.8 148.8 TR 4.000 T:46.1 142.80 BOR -3.0 41.0 148.8 4.390 G: 4.6 249.80 0.003 Pipe: 2 0.0 0.0 26.00 120 BOR -3.0 41.0 148.7 X 3.000 ---- 0.00 TR 23.0 29.2 148.7 3.316 26.00 0.020 Pipe: 3 0.0 0.0 2E:20.4 11.00 120 TR 23.0 29.2 148.7 1 3.000 T:21.9 43.81 X 32.0 24.2 148.7 3.316 G: 1.5 54.81 0.020 Pipe: 4 0.0 0.0 4.00 120 X 32.0 24.2 148.7 2 3.000 E:10.2 32.12 1 32.0 23.5 148.7 3.316 T:21.9 36.12 0.020 Pipe: 5 0.0 0.0 151.00 150 1 32.0 23.5 148.7 3 3.000 E: 7.9 24.30 2 32.0 19.5 148.7 2.950 T:16.4 175.30 0.023 Pipe: 6 0.0 0.0 113.50 150 2 32.0 19.5 148.7 4 3.000 ---- 0.00 3 32.0 16.9 148.7 2.950 113.50 0.023 Pipe: 7 0.0 47.0 13 143.00 150 3 32.0 16.9 101.8 5 3.000 T:16.4 16.40 4 32.0 13.2 148.7 2.950 159.40 0.023 Pipe: 8 0.0 46.7 10 14.00 150 4 32.0 13.2 19.9 6 3.000 ---- 0.00 5 32.0 13.1 101.8 2.950 14.00 0.011 Pipe: 9 0.0 0.0 7.00 120 5 32.0 13.1 19.9 7 3.000 ---- 0.00 6 32.0 13.1 19.9 2.950 7.00 0.001 Pipe: 10 5.60 19.9 Disch 1.50 150 6 32.0 13.1 0.0 1.000 T: 6.0 6.00 7 32.0 12.6 19.9 1.101 7.50 0.067 Pipe: 11 5.60 17.8 Disch 9.50 150 5 32.0 13.1 17.4 9 1.000 T: 6.0 6.00 8 32.0 10.1 35.2 1.101 15.50 0.194 Pipe: 12 5.60 17.4 Disch 7.00 150 8 32.0 10.1 0.0 1.000 ---- 0.00 9 32.0 9.7 17.4 1.101 7.00 0.053 (Pt) (Pe) (Pf) 0.8 0.0 0.8 11.8 11.3 0.5 5.0 3.9 1.1 0.7 0.0 0.7 4.0 0.0 4.0 2.6 0.0 2.6 3.7 0.0 3.7 0.2 0.0 0.2 0.0 0.0 0.0 0.5 0.0 0.5 3.0 0.0 3.0 0.4 0.0 0.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: '2/25/2019 C:\USERS\KUROSH\HILTONCARLSBAD.SDF JOB TITLE: Hilton, Carlsbad, Attic Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 5.60 16.6 Disch 7.00 150 4.2 5 32.0 13.1 30.0 11 1.000 T: 6.0 6.00 0.0 10 32.0 8.8 46.7 1.101 13.00 0.326 4.2 Pipe: 14 5.60 15.2 Disch 10.60 150 1.4 10 32.0 8.8 14.8 12 1.000 ---- 0.00 0.0 11 32.0 7.4 30.0 1.101 10.00 0.144 1.4 Pipe: 15 5.60 14.8 Disch 10.00 150 0.4 11 32.0 7.4 0.0 1.000 ---- 0.00 0.0 12 32.0 7.0 14.8 1.101 • 10.00 0.039 0.4 Pipe: 16 5.60 16.7 Disch 7.00 150 4.3 4 32.0 13.2 30.2 14 1.000 T: 6.0 6.00 0.0 13 32.0 8.9 47.0 1.101 13.00 0.330 4.3 Pipe: 17 5.60 15.3 Disch 10.00 150 1.5 13 32.0 8.9 14.9 15 1.000 ---- 0.00 0.0 14 32.0 7.5 30.2 1.101 10.00 0.146 1.5 Pipe: 18 5.60 14.9 Disch 10.00 150 0.4 14 32.0 7.5 0.0 1.000 ---- 0.00 0.0 15 32.0 7.1 14.9 1.101 10.00 0.040 0.4 NOTES (HASS) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 38031916 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.162 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.8 ft/sec at pipe 16. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node TEST under full flow conditions is 80.77 psi with a flow of 339.00 gpm. Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/25/2019 C:\USERS\KUROSH\HILTONCARLSBAD.SDF JOB TITLE: Hilton, Carlsbad, Attic (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AlmChk DPV1v NPTee 3.316 10.22 21.90 7.30 23.36 14.60 1.46 18.98 18.98 21.90 4.390 15.24 30.49 9.15 33.53 18.29 3.05 30.49 30.49 30.49 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 2.950 4.00 7.90 16.40 6.10 2.00 24.00 3.00 F FICIQZis-01~_18 Features cULus Listed for areas of coverage up to 256 square feet, 1,000 ft2 (92.9 m2) hydraulic design area for wet-pipe and most dry-pipe systems. Sprinkler may be installed on the same branch line that supplies sprinklers below ceiling. Nominal K-factor of 5.6 (80 metric). Fusible link operating element. Quick Response Sprinkler. 212°F (100°C) Temperature Rating Product Description Reliable's Model KFR-CCS Combustible Concealed Space Sprinkler is a quick response, upright, specific-application sprinkler designed to provide protection of specific light haz- ard combustible and noncombustible concealed spaces re- quiring sprinkler protection. The KFR-CCS sprinkler is spe- cifically listed for the protection of combustible concealed spaces described in NFPA 13 (2016) section 8.15.1.6. The Model KFR-CCS Sprinkler utilizes a fast response solder-link fusible element. It has demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This feature enables the sprinkler to apply water to a fire much faster than standard sprinklers of the same temperature rating. Application The Model KFR-CCS Sprinkler is designed for installation into: CPVC Pipe** - Wet Sprinkler Systems Steel Pipe - Wet or Dry Sprinkler Systems **The Model KFR-CCS Sprinkler is UL Listed for use with UL Listed CPVC Pipe and UL Listed CPVC Fittings. The allowable system construction types include: Wood truss and wood bar joist Noncombustible insulation-filled solid or composite wood joist Exposed solid wood joist; maximum 12 in. (305mm) depth (steel pipe only) Obstructed wood truss; top chord greater than 4 in. (102 mm) depth (steel pipe only) Bulletin 044 November 2018 Model KFR-CCS K5..6 (80 metric) Combustible Concealed Space Upright Sprinkler (SIN RA4454) Model KFR-CCS The performance of the Model KFR-CCS Sprinkler in com- bustible concealed spaces was clearly evident during the full scale fire testing of this product. Concealed spaces between floors, as well as low pitch at- tics (slope of 2:12 or less) are inherently shallow. Standard spray sprinklers, by design, have an umbrella-like spray pat- tern that poses a difficult challenge when trying to achieve effective coverage within a shallow space. The Model KFR- CCS Sprinkler addresses the difficult "above ceiling" fire challenge for both wet pipe and dry pipe sprinkler systems. WARNING Model KFR-CCS Combustible Concealed Sprinklers de- scribed herein must be installed and maintained in compli- ance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (NFPA), in addition to the standards of any other authorities having ju- risdiction. Failure to do so may impair the performance of these devices. The property owner is responsible for main- taining their fire protection system and devices in proper op-- erating condition. The installing contractor or manufacturer should be contacted with any questions. Design Specifications A. CPVC Pipe Sprinkler Systems (Refer to Figs. 2 & 31 The Model KFR-CCS Sprinkler is designed to be in- stalled into CPVC pipe sprinkler systems. It is listed to provide fire sprinkler protection of combustible con- cealed areas where the construction methods consist of: Wood trusses or wood bar joist (Refer to Fig. 2) Noncombustible insulation-filled solid wood or composite wood joists** (Refer to Fig. 3) 11ab.le CD CD 0 .js. Z 0 CD 0 CD 0 00 Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Thnkl Data Sprinkler Discharge Max. Working Mm. Working Temperature Fusible Identification Coefficient (K factor) Response Thread size Pressure Pressure Rating I Element Finish Approvals Number (SIN) Color English I Metric English Metric English I Metric i English Metric RA4454 5.6 j 80 Quick 112 NPT 175psi 12bar 7ps1 0.48 bar, 212°F 1000C Green I Bronze cULus Listed* Response "cULus Listing applies only for the installations and conditions indicated in the "Design Specifications Section of this bulletin. Material Data (Refer to Fla. 111: Frame Deflector Load Cup I Sealing Washer Strut I Lever Fusible I Element I Ejection Spring Screw I I Nickel Alloy coated I I Stainless Brass Brass Brass Bronze 1with PTFE Adhesive Stainless Steel Stainless Steel Nickel Alloy Steel Tape Fig. 1 **Note: In order to be considered "noncombustible insu- lation-filled, solidwood or composite wood joists" construction, the insulation (including insulation provided with a combustible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists. Insulation installed above the elevation of Model KFR-CCS sprinklers in wood truss, solid wood joist or composite wood joist must be secured into place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation be- come wet by the operation of Model KFR-CCS Sprinklers in the event of a fire. In order to use the CPVC pipe and fittings, the horizontal runs of pipe must be a maximum of 6 in. (152 mm) above the ceiling or noncombustible ceiling insulation, or 1/3 the depth of concealed space (as measured from the top surface of the ceiling to the bottom of the deck above), whichever is smaller (Refer to Figs. 2 & 3). The CPVC piping can then be used to supply the Model KFR-CCS Sprinklers, as well as the sprinklers installed be- low the ceiling. Unless modified by this technical data sheet, all other guidelines provided by the CPVC pipe and fittings manufactures must be followed. When using 1 in. (DN25) or larger pipe, a hanger must be located at the truss nearest a sprig for purposes of restraint. If using 3/4 in. (DN19) piping, all sprigs over 12 in. (305 mm) must be laterally braced using methods described in the NFPA standards. Where the CPVC must be offset up and over an obstruction and the pipe exceeds the allowed hori- zontal positioning requirements specified above as well as shown in Figs. 2 and 3, additional Model KFR-CCS Sprin- klers are to be installed to protect the CPVC products. A min- imum lateral distance of 18 in. (457 mm) must be maintained between the CPVC pipe and heat pumps, fan motors, and heat lamps. Concealed Space Area: The area of the concealed space is not limited; however, for both Figs. 2 and Fig. 3 where CPVC pipe is being utilized, draft-curtains or full height walls must be provided at 1,000 ft2 (93 m2) areas. This draft curtain shall be at least 1/3 the depth of the concealed space or 8 in. (203 mm), whichever is greater, and be constructed using a material that will not allow heat to escape through or above the draft curtain. Concealed Space Size: The Model KFR-CCS sprinkler is specifically listed for use in horizontal combustible concealed spaces with a slope not exceeding 2 in 12 with combustible wood truss, wood joist construction, or bar joist construction having a combustible upper surface and where the depth of the space is less than 36 in (914 mm) from deck to deck, from deck to ceiling, or with double wood joist construction with a maximum of 36 in. (914mm) between the top of the bottom joist and the bottom of the upper joist. NFPA 13 permits the use of the Model KFR-CCS sprinkler (a) where the space is less than 12 in (305 mm) from deck to deck or deck to ceiling, and/or (b) where a portion of the protected space exceeds 36 in. (900 mm). System Type: Light hazard, wet pipe system. Minimum Installation Distance (Spacing) Between Sprinklers: 6 ft. (1.83 m) (Note:This minimum spacing does not apply to any ad- ditional sprinklers that are required for protection of CPVC piping that is offset over an obstruction) 2. Maximum Distance (Spacing) Between Sprinklers: 14 ft. (4.27 m) for concealed spaces that are less than 18" (457 mm) in depth. 16 ft. (4.88 m)for concealed spaces that are 18" (457 mm) or more in depth Maximum Coverage Area Per Sprinkler: 196 ft2 (18.2 m2)for concealed spaces are less than 18 in (457 mm) in depth. 256 ft2 (23.8 m2) for concealed spaces constructed that are 18' (457 mm) or more in depth. Note: Sprinkler spacing is determined by the depth of the concealed space at the location of the installation. When transitions occur in the concealed space, the sprin- klers may immediately be spaced at the largest approved coverage area per the listing for the concealed space depth (Refer to Fig. 8) Deflector Position: At or below the bottom of the top chord; 1.5 in. (38 mm) minimum to 4 in. (102mm) maximum below upper deck (or insulation if present) for wood truss construction or wood bar joist construction (Fig. 2). 1.5 in. (38 mm) minimum to 4 in. (102mm) maximum below bottom of insulation for noncombustible insulation-filled solid or composite joist construction (Fig. 3). Minimum Distance Away From Face of Wood Truss or Top Chord of Bar Joist 4.5 in. (114 mm) (Refer to Fig. 2) Remote Area: 1,000 ft2 (92.90 m2) (Note: Additional sprinklers that are required for protec- tion of CPVC piping that is offset over an obstruc- tion do not need to be included in the remote area.) Required Density: 0.10 gpmlft2 (4.08 Lpm/m2) Minimum Operating Pressure: 7 psi (0.48 bar) Obstruction Rules: All obstruction criteria per the applicable version of NFPA 13 apply, unless modified by this Bulletin (Refer to Fig. 7). The KFR-CCS is classified as an Extended Coverage Up- right Spray Sprinkler when installed in locations where the maximum coverage area per sprinkler exceeds 225 ft2 (20.9 m2). The KFR-CCS is classified as a Standard Upright Spray Sprinkler when installed in locations where the maximum coverage area per sprinkler is 225 ft2 (20.9 m2) or less. B. Steel Pipe Systems (Refer to Figs. 4, 5. The Model KFR-CCS Sprinkler is designed to be in- stalled into steel pipe sprinkler systems. It is listed to provide fire sprinkler protection of combustible con- cealed areas where the construction methods consist of: Wood trusses or wood bar joists (Refer to Fig. 4) Solid wood joist construction where the upper ceil- ing joists may have a maximum depth of 12 in. (305 mm). (Refer to Fig. 5). Noncombustible insulation-filled, solid wood or 3. composite wood joists** (Refer to Fig. 6) Obstructed wood trusses; top chord more than 4" deep (Refer to Fig. 7). **Note: In order to be considered "noncombustible insu- lation-filled, solid wood or composite wood joists" construction, the insulation (including insulation provided with a combustible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists. Insulation installed above the elevation of Model KFR-CCS sprinklers in wood truss, solidwood joist or composite wood joist must be secured into place with metal wire netting. The metal wire netting is intended to hold the insula- tion in place should the insulation become wet by the operation of Model KFR-CCS Sprinklers in the event of a fire. Concealed Space Area: The area of the concealed space is not limited; however, for wood truss construction or concealed spaces of non- combustible bar joist construction (Refer to Fig. 4) draft-cur- tains or full height walls must be provided at 1,000 ft2 (93 m2) areas. This draft curtain shall be at least 1/3 the depth of the concealed space or 8 in. (203 mm), whichever is greater, and be constructed using a material that will not allow heat to escape through or above the draft curtain. For solid wood joist construction (Refer to Fig. 5) and ob- structed wood truss construction (Refer to Fig. 7), blocking must be provide in each upper deck and ceiling joist chan- nel at a maximum 32 ft. (9.75 m) intervals. This blocking shall be installed to the full depth of the joist and be installed so as to not allow heat to escape through or above the blocking. The blocking must be constructed using a noncombustible material. Draft curtains must be protrude below the joist a minimum of 6 in. (152 mm) or 1/3 the space, whichever is greatest and run parallel with the joist spaced at 31 ft. (9.45 m) width maximum to limit the area to a maximum of 1,000 ft2 (93 m2). The draft curtain may be constructed of ¼ in. (6.4 m) plywood to prevent heat from escaping beyond the area. For noncombustible insulation-filled, solid wood joist or composite wood joist construction (Refer to Fig. 6), the re- quirement for draft curtains or blocking does not apply. Concealed Space Size: The Model KFR-CCS sprinkler is specifically listed for use in horizontal combustible concealed spaces with a slope not exceeding 2 in 12 with combustible wood truss, wood joist construction, or bar joist construction having a combustible upper surface and where the depth of the space is less than 36 in (914 mm) from deck to deck, from deck to ceiling, or with double wood joist construction with a maximum of 36 in. (914 m) between the top of the bottom joist and bottom of the upper joist. NFPA 13 permits the use of the Model KFR- CCS sprinkler (a) where the space is less than 12 in (305 mm) from deck to deck or deck to ceiling, and/or (b) where a portion of the protected space exceeds 36 in. (914 mm). System Type: Light hazard, wet or dry pipe system. Minimum Installation Distance (Spacing) Between Sprinklers: 6ft. (1.83 m) Maximum Distance (Spacing) Between Sprinklers: 14 ft. (4.27 m)for concealed spaces that are less than 18" (457 mm) in depth. 16 ft. (4.88 m) for concealed spaces that are 18" (0.46 m) or more in depth Maximum Coverage Area Per Sprinkler: 196 ft2 (18.2 m2) for concealed spaces are less than 18 in (457 mm) in depth. 256 ft2 (23.8 m2) for concealed spaces constructed that are 18" (457 mm) or more in depth. Note: Sprinkler spacing is determined by the depth of the concealed space at the location of the installation. When transitions occur in the concealed space, the sprinklers may immediately be spaced at the largest approved coverage area per the listing for the concealed space depth (Refer to Fig. 8) Deflector Position: At or below the bottom of the top chord; 1.5 in. (38 mm) minimum to 4 in. (102mm) maximum below upper deck (or insulation if present) for wood truss construction or wood bar joist construction (Fig. 4). 1.5 in. (38 mm) minimum to 2 in. (51 mm) maximum be- low the bottom of the upper joist for concealed spaces con- structed of exposed solid wood joists (Fig 5). 1.5 in. (38 mm) minimum to 4 in. (102mm) maximum below bottom of insulation for noncombustible insulation-filled solid or composite joist construction (Fig. 6). 1.5 in. (38 mm) minimum to 2 in. (51 mm) maximum below the bottom of the top chord for spaces constructed of ob- structed wood trusses (Fig. 7). Minimum Distance Away From Face of Wood Truss or Top Chord of Bar Joist 4.5 in. (114 mm) (Refer to Fig. 4) Remote Area: The remote area for wood truss construction, noncombus- tible bar joist construction (Refer to Fig. 4) and solid wood joist construction (Refer to Fig. 5) is 1,000 ft2 (92.90 m2) for wet pipe systems and dry pipe systems. The remote area for noncombustible insulation-filled solid wood joist or composite wood joist construction is to be cal- culated per the requirements of the applicable version of NFPA 13 (Refer to Fig. 6). Required Density: 0.10 gpm/f12 (4.08 LpnVm2) Minimum Operating Pressure: 7 psi (0.48 bar) Obstruction Rules: All obstruction criteria per the applicable version of NFPA 13 apply, unless modified by this Bulletin (Refer to Fig. 7). The KFR-CCS is classified as an Extended Coverage Up- right Spray Sprinkler when installed in locations where the maximum coverage area per sprinkler exceeds 225 ft2 (20.9 m2). The KFR-CCS is classified as a Standard Upright Spray Sprinkler when installed in locations where the maximum coverage area per sprinkler is 225 ft2 (20.9 m2) or less. Installation Instructions Model KFR-CCS Sprinklers are to be installed in the up- right position with their frames arms parallel with the pipe's run (Refer to Figs. 2 through 6). When installing the Model KFR-CCS sprinkler use only the Reliable Model W2 installa- tion wrench. Usage of any other type of installation wrench may damage the sprinkler and will immediately void the manufacture's warranty. Note: A leak tight ½" NPT(R1/2) sprinkler joint can be ob- tained with an installation torque of approximately 8 -18 ft-lbs (10.8-24.4 N-m). Do not tighten sprin- klers over these recommended limits. Doing so may cause premature leakage and or operation. Maintenance Model KFR-CCS Sprinklers should be inspected and main- tained in accordance with the applicable version of NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non- operation. Guarantee For Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. 4. —f KFR—CCS SPRINKLERS TO BE I INSTALLED WITH FRAME ARMS I I IN—LINE (PARALLEL) WITH PIPE. I SEE NOTE 2 :•:•ioi:-:-: BE PATM 6" ABOVE THE TOP OF ThE CEIUNG, OR A MAXIMUM OF ONE—THIRD (1/3) THE DEPTH OF THE CONCEALED SPACE ABOVE THE TOP OF THE CEILING, WHICHEVER IS SMALLER. WHEN OFFSETTING CPVC PIPE OVER OBSTRUCTION, A KFR—CCS SPRINKLER MUST BE INSTALLED DIRECTLY ON THE PIPE OVER THE OBSTRUCTION. CPVC PIPE CONSTRUCTION: WOOD TRUSS OR WOOD BAR JOIST TOP CHORD DEPTH 4" (100 mm) OR LESS 4-1/2" [114mm] MINIMUM FROM CENTERLINE OF SPRINKLER TO FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST UPPER DECK -SEE NOTE 1 MAXIMUM 6" [152mm] Note 1: Deflector at or below bottom of top chord; 1-1/2" (36 mm) minimum to 4" (102 mm) maximum below bottom of roof deck or insulation. Note 2: Distance evaluated as part of cULus listing: 12" to 36" (305 to 914 mm). NFPA 13 permits the installation of these sprinklers in combustible concealed spaces where (a) the distance from deck to deck or deck to ceiling is less than 12" (305 mm) and/or (b) a portion of the protected area exceeds a depth of 36" (914 mm). Fig. 2 CPVC PIPE CONSTRUCTION: NONCOMBUSTIBLE INSULATION FILLED SOUD WOOD OR COMPOSITE WOOD JOIST 00 00 0 4_ iiiii. £1 1I1 S SIMON PIPE SHALL BE LOCATED 6 ABOVE THE ........j '- WHEN OFFSETTING CPVC PIPE OVER TOP OF THE CEIUNG, OR A MAXIMUM or OBSTRUCTION. A KFR—CCS ONE-THIRD (1/3) THE DEPTH OF THE SPRINKLER MUST BE INSTALLED CONCEALED SPACE ABOVE THE TOP OF DIRECTLY ON THE PIPE OVER THE THE CEIUNG, WHICHEVER IS siwi. OBSTRUCTION. Note 1: Deflector distance below bottom of joist/insulation to be 1-1/2 to 4 (38 mm to 102 mm). Note 2: Distance evaluated as port of cULus Listing: 6 to 36 (152 to 914. mm). NFPA 13 permits the installation of these sprinklers in combustible concealed spaces where a portion of the protected area exceeds a depth of 36 (914 mm). Note 3: Maximum distance evaluated as part of cULus Listing: 60 (1524 mm). Fig. 3 -.4 STEEL PIPE CONSTRUCTION: WOOD TRUSS OR WOOD BAR JOIST (TOP CHORD 4" OR LESS IN DEPTH) FROM FACE OF WOOD TRUSS OR TOP WOOD TRUSS - r OF CHORD OF BAR JOIST OR BAR JOIST 4.5"thi4mmMuMDISTANCE DECK 7g -/-,-7 7 77 7 7 7 7 7 7 7 SEE NOTE 1 _ (IL - FR= SPRINKLERS lOBE INSTALLED WITH FRAME ARMS SEE NOTE 2 [IN—u (PARALLEL) WITH PIPE J LOCATION OF STEEL PIPE IN CONCEALED SPACE IS NOT RESTRICTED - ,—CEILING V##t ...7r. Note 1: Deflector at or below the bottom of the top chord; 1-1/2" (38 mm) to 4" (102 mm) below bottom of roof deck or insulation. Note 2: Distance evaluated as part of cULus Listing: If to 36" (305 to 914 mm). NFPA 13 permits the installation of these sprinklers in combustible concealed spaces where (a) the distance from deck to deck or deck to ceiling is less than 12" (305 mm) and/or (b) a portion of the protected area exceeds a depth of 36" (914 mm). Fig. 4 UPPER K STEEL PIPE CONSTRUCTION: EXPOSED SOLID WOOD JOIST; MAX 12" DEPTH SEE NOTE3 I SEE NOTE 2 11 SFRIITKOS TO BE INSTALLED WITH FRAME ARMS I [N—UNE(PARALLEL)Wff E WITH LOCATION OF STEEL PIPE IN CONCEALED SPACE IS NOT RESTRICTED L SEE NOTE 1 CEILING Note 1: Deflector distance below bottom of joist to be 1-1/2" to 2" (38 mm to 51 mm). Note 2: Distance evaluated as part of cULus Listing: 6" to 36" (152 to 914 mm). NFPA 13 also permits the installation of these sprinklers in combustible concealed spaces where a portion of the protected area exceeds a depth of 36" (914 mm). Note 3: Maximum distance evaluated as part of cULus Listing: 60" (1524 mm). Fig. 5 LO STEEL PIPE CONSTRUCTION: NONCOMBUSTIBLE INSULATION FILLED SOLID WOOD OR COMPOSITE WOOD JOIST NONCOMBUSTIBLE SOLID WOOD COMPOSITE WOOD UPPER INSULATION JOISTS JOISTS DECK SEE NOTE 3 LU SEE NOTE 2 1 SEE NOTE 1 KFR—CCS SPRINKLERS TO HE LOCATION OF STEEL INSTALLED WITH FRAME ARMS PIPE IN CONCEALED IN—LINE (PARALLEL) WITH PIPE. SPACE IS NOT L----------J RESTRICTED 4",—CEILING Note 1: Deflector distance below bottom of joist/insulation to be 1-1/2" to 4" (38 mm to 102 mm). Note 2: Distance evaluated as part of cULus Listing: 6" to 36" (152 to 914 mm). NFPA 13 permits the installation of these sprinklers in combustible concealed spaces where a portion of the protected area exceeds a depth of 36" (914 mm). Note 3: Maximum distance evaluated as part of cULus Listing: 60" (1524 mm). Fig. 6 STEEL PIPE CONSTRUCTION: OBSTRUCTED WOOD TRUSS OR BAR JOIST (TOP CHORD MORE THAN 4 IN. DEPTH) ________ UPPER DECK N N N N N N N WOOD TRUSS OR BAR JOIST "7'77717777 N N N N N N N N N N N SEE NOTE 3 'I INSTALLED WITH FRAME ARMS PIPE IN CONCEALED SEE NOTE 2 LOCATION OF STEEL - L SEE NOTE 1 IN—UNE (PARALLEL) WITH PIPE. SPACE IS NOT L - - RESTRICTED LJ ___ --- N N N N _ CEILING Note 1: Deflector distance below bottom of joist to be 1-1/2" to 2" (38 mm to 51 mm). Note 2: Distance evaluated as part of cULus Listing: 6' to 36" (152 to 914 mm). NFPA 13 also permits the installation of these sprinklers in combustible concealed spaces where a portion of the protected area exceeds a depth of 36" (914 mm). Note 3: Maximum distance evaluated as part of cULus Listing: 60" (1524 mm). Fig. 7 SPRINKLER SPACING AT CHANGE IN CONCEALED SPACE DEPTH CONSTRUCTION- WOOD TRUSS OR WOOD BAR JOIST (SEE NOW 1) SPRINKLER UPPER DECK ....... .............................. .................. 4f LESS TWX - 18 [457mm] (SEE NOTE 1) 16 [457mm] - I 18 [457 mm] OR GREATER (SEE NOTE 1) SE NOW 2 CEILING 7' - 0 MAX - -. 8'-0 MAX MAXIMUM SPACING MAXIMUM SPACING 14X14'[4.3mX4.3m] . •.—'N--------16'X16'[4.9mX4.9m] 196 SF [18.2 m'] 256 SF [23.8 m'] Note 1: Measuring points for solid wood joist, composite wood joist, and obstructed wood truss or bar joist construction are the bottom of the upper chord and top of the lower chord. Note 2: For sloping concealed spaces, break point between sprinkler spacings is the point where the depth of the space equals 18' [457 mm]. Fig. 8 DISTANCE FROM CENTERLINE MAXIMUM ALLOWABLE OF SPRINKLER TO SIDE OF DISTANCE OF DEFLECTOR OBSTRUCTION. ABOVE BOTTOM OF DIMENSION "A" OBSTRUCTION. _______- DIMENSION "B' 12' 0' (305mmJ (Ommi 1?TO18' [305mm TO 457mm( 18' To 24' 1457mm TO <610mml 24' TO 30' - (610mm TO 762mml 2.5' (84mm] 3.5 (89mm] 5.5' (140mm] 30T0'36' - 7.5 (762mm TO 4914mm( (191mm] 36' TO 0r 9.5 (914nimTO 1087mm( (241mm) 42'TO48' 12' [1067mm TO 1210mm( (305mm( 4B'TO54' 14' (1219mm TO 0372nvn1 (356mm( 54TO60' 16.5' (1372mm TO t524mm( (419mm( ' "-- UPPER DECK OR BOTTOM OF NONCOMBUSTIBLE INSULAllON - OBSTRUCTION N._ KFR-CCS SPRINKLER A" I-- NOTE: WEB MEMBERS AND GUSSETS SHALL NOT BE CONSIDERED OBSTRUCTIONS PROVIDED THE MINIMUM 4-1/2" LATERAL DISTANCE (FIG. 2 & FIG. 41 REQUIRED BY THE SPECIFIC APPLICATION LISTING IS MAINTAINED. UPPER DECK OBSTRUCTION KFR.CCS OBSTRUCTION SPRINKLER KFR-CCS C. SPRINKLER L..' .... -. .. f-- LOWER DECK ' A D ELEVATION VIEW PLAN VIEW I Ak3C OR 3D (USE DIMENSION CORD, WHICHEVER IS GREATER) MAXIMUM CLEAR DISTANCE REQUIRED IS 24 IN. (610 mm) :'z45&/4'h605m'ZW,w .---W---- I UPPER DECK B" 31 KFR-CCS SPRINKLER OBSTRUCTION .- LOWER DECK 0.IlFG088 HORIZONTAL DISTANCE DIMENSION 'A" MINIMUM VERTICAL DISTANCE BELOW DEFLECTOR DIMENSION "B" (5152mm) (76mm] '6906. 4' ('152mm TO 229mm] (102mm( '6'TOI2' 0' ('229nun TO 305mm] (152mm( 129015' 8' 1p305mm TO 381mm) I203mmI 'lS'TO 18' 9.5' ]'381mmT0457mm] - 1241mm] 18'1024' 12.5' ('457mm TO 610mm] ]318mm( '24'T030' 155' 11610mm TO 782mm] (394mm] (762mm( (457mm] Fig. 9 12. tAllibli * ftiv1 — Chapter 1 • Automatic Sprinklers 19 Contractor's Material and Test Certificate for Aboveground Piping Source: Adapted from NFPA 13, 2010, Figure 16.1. Contractor's, Material and Test Certificate for Aboveground Pip Wig PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by the property owner or their authorized agent. All detects shalt be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be fitted out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Property name Hilton Home 2 Suites Carlsbad Date 3/2/2020 Property address ' 1901 Wright P1. Carlsbad, CA Accepted by approving authorities (names) City of Carlsbad Fire Department Address 1635 Faraday Ave. Carlsbad, CA 92008 Plans Installation conforms to accepted plans Yes LJ No Equipment used is approved Yes Li No If no, explain deviations Has person in charge of tire equipment been instructed as l Yes LI No to location of control valves and care and maintenance of this new equipment? If no, explain Instructions Have copies of the following been left on the premises? t4 Yes LI No System components instructions 1 Yes D No Care and maintenance instructions Yes U No NFPA 25 Yes LINo Location of system Supplies buildings 1 Year of Orifice Temperature Make -. Model manufacture size Quantity rating Globe GL4906 2019 1/2" 480 155 deg. F Sprinklers Tyco TY323 2019 1/2" 160 155 deg. F Tyco _________ 1Y323 2019 1/2" 23 175 deg. F - Tyco 1Y3331 2019 1/2" 2 - 175 deg.F Reliable RA4454 2019 1/2" 49 212 deg. F Pipe and Type of pipe Mega-Glow, Mega-Thread, CPVC - - Type of fittings Grooved, Cast Iron Threaded, CPVC fittings Maximum time to operate Alarm Alarm device through test connection va flow lve or Type Make -- - indicator Flow Switch Potter _Model _Minutes _Seconds Tamper Switch Potter__PIVSU _VSR _0 _0 _45 _50 Dry valve Q.O.D. -Make Model no. Serial no. _Serial _Make _Model Time to trip Time water Alarm through test Water Air Trip point reached operated Dry pipe connect iona,b pressure pressure air pressure lest out blab properly operating test Minutes Seconds psi psi psi Minutes Seconds Yes , No Without O.O.D. With O.O.D. It no, explain © 2009 National Fire Protection Association NFPA 13 (p. 1 of 3) a Measured from time inspector's test connection is opened b NFPA 13 only requires the 60-second limitation in specific sections Program far Individual Systems 20 Chapter 1 • Automatic Sprinklers OEM—Continued Operation Pneumatic Q Electric Hydraulics Piping supervised EIYes LIN. Detecting media supervised LiVes LiNo Does valve operate from the manual trip, remote, or both 1 Yes !1 No control stations? Deluge and reaction Is there an accessible facility in each circuit If no, explain valves for testing? Yes No Does each circuit operate Does each circuit operate Maximum time to Make Model supervision loss alarm? valve release? operate release Yes No Yes No Minutes Seconds Location Make and Residual pressure Pressure- and floor model Setting Static pressure (flowing) Flow rate valve test reducing Inlet (psi) Outlet (psi) Inlet (psi) Outlet (psi) Flow (gpm) Hyrimc%tntic, Hydrostatic tests shalt be made at not less than 200 psi (13.6 bar) for 2 hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar) for 2 hours. Differential dry pipe valve clappers shalt be left open during the test to prevent damage. All aboveground piping leakage shalt be stopped. Test description Pnpimstir, Establish 40 psi (2.7 bar) air pressure and measure drop, which shalt not exceed 11/2 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shalt not exceed 1½ psi (0.1 bar) in 24 hours. All piping hydrostatically tested at _2.9— psi (— bar) for _____ hours If no, state reason Dry piping pneumatically tested Yes Q No Equipment operates property Q Yes [J No NIA Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? Yes iJNo Drain Reading of gauge located near water I Residual pressure with valve in test Tests test supply test connection: -!_--__ psi( — bar) connection open wide: L_.__ psi — bar Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's Material and Test D Yes QNo Other Explain Certificate for Underground Piping. Not part at this contract Flushed by installer of underground sprinkler piping U Yes QNo If powder-driven fasteners are used in concrete, U Yes U No If no, explain has representative sample testing been satisfactorily completed? Blank testing Number used Locations Number removed gaskets Welding piping U Yes Q No If yes... Do you certify as the sprinkler contractor that welding procedures used complied with U Yes ON. the minimum requirements of AWS B2.1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that all welding was performed by welders or welding operators U Yes U No qualified in accordance with the minimum requirements of AWS B2.1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as Welding required by the AHJ? Do you certify that the welding was conducted in compliance with a documented UYes UNo quality control procedure to ensure that (1) all discs are retrieved; (2) that openings in piping are smooth, that slag and other welding residue are removed; (3) the internal diameters of piping are not penetrated; (4) completed welds are free from cracks, incomplete fusion, surface porosity greater than Virt in. diameter, undercut deeper than the lesser of 25% of the watt thickness or 14 in.; and (5) completed circumferential butt weld reinforcement does not exceed V32 in.? © 2009 National Fire Protection Association NFPA 13 (p.2 01 3) Program for Individual Systems