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HomeMy WebLinkAbout1808 ASTON AVE; 130 | 150; AS080029; PermitCity of Carlsbad Sprinkler Permit Permit No: AS080029 Job Address: 1808 ASTON AV Permit Type: SPRINK Parcel No: 2121200700 Lot #: 0 Reference No.: Status: ISSUED Applied 2/28/2008 Approved: 3/5/2008 Issued: 3/5/2008 PC #: Inspector: Project Title: ASTON VIEWS TI FIRE SPRINKLER PLAN CHECK AND INSPECTIONS Applicant: WEST COAST FIRE PROTECTION 271 ROYMAR RD SUITE F OCEANSIDE, CA (760)754-8472 Owner: MC RASTON L L C C/O GUY MCROSKEY 1808 ASTON AVE #295 CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 130 0 130 0 X i/f 0001IEDR FACE OF FIfING TO FACE OF COIL/NC FL AT MAXIMUM RECURS - i-i/273Om,,,J AT MINIMUM RECESS - 7T2E4.romJ 2 5/8 DIN f607-1 HOLE IN CEILING 2 5/I6 014. (58.7m,,n1 Cup AT AMLIMUM RECESS - 9/76T745s,,,J AT MINIMUM RECESS - 1725.4m,mj S (82.0mm,] f Model F1 FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 FP 4. Vertical Sidewall *DuPont Registered Trademark Sprinkler Type Deflector to Ceiling Distance (Mm. -Max.) Upright 411 (102mm) - 12" (305mm) Pendent 411 (102mm) - 12" (305mm) Model Fl FR56, Fl FR42, Fl FRXLH & Fl FR28 Quick Response Recessed Pendent Sprinkler(1) Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number (SIN) US Metric 1/2" (15mm) 1/2" NPT(R½) 5.6 80 2.25" (57mm) RA1414 7/16(10mm) 1/2" NPT(R1/2) 4.2 60 2.25" (57mm) RA1413 3/8" (10mm) 1 1/2" NPT(R1/2) 2.8 40 2.25" (57mm) RA1411 (1) Refer to escutcheon data table for approvals & dimensions Model Fl FR56LL & Fl FR42LL Quick Response Recessed Pendent Sprinkler(1) Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number (SIN) US Metric 1/2" (15mm) 1/2" NPT(R½) 5.6 80 2.25" (57mm) RA1415 7/16" (10mm) 1/2" NPT(R1/2) 4.2 60 2.25" (57mm) RA1410 ( Refer to escutcheon data table for approvals & dimensions lURk COLLAR MINI ROOT / PACE OF 001kG r -I IV FACE OF COILING DIMENSION AL"oss - IT25.A.,,,flJ Tj/3 I - U REcESS 7/8312.2 3 - -S/83101.J.,,...3 AT LUXIMUM RECESS - 1-1/87206mm AT MINIMUM RECESS - -5/8147.3mm Model F1 FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28F1 or F2 Model Fl FR56 Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal I Nominal K Factor Sprinkler Approval Sprinkler I US I I Metric Orifice Thread Size Height Organizations Identification Numbers (SIN) ½" (15mm) I 1/2" NPT(R1/2) 5.6 80 2.25" (57mm) 1,2,3 RA1 485(2)(3) 15mm ½" NPT (R1/2) 5.6 80 2.25" (57mm) 30) [Pc Approval is for pendent position only. cULus Listed corrosion resistant (Polyester coated) sprinkler. Electroless Nickel PTFE (Teflon®)* Plated - cULus listed corrosion Resistant Horizontal Sidewall Model Fl FR56 Quick Response Horizontal Sidewall Sprinkler Deflector: HSW Installation Wrench: Model D Sprinkler Wrench Installation Data: Horizontal Sidewall Nominal K Factor Sprinkler Approval Organizations Sprinkler _________________ Height and Type of Approval Nominal Orifice Thread Size Identification US I Metric Light Hazard Ordinary Numbers (SIN) Hazard 1/2" (15mm) ½' NPT(R1/2) 5.6 80 2.63(67mm) 1,2 1 11) cULus Listed corrosion resistant (Polyester coated) sprinkler. Polyester coated FM approved sprinkler. Electroless Nickel FIFE (Teflon®)* Plated - cULus listed Corrosion Resistant S 1" X 7/2" REDUCER I '•'': = '5116" DIA 4-72" [I0I.5mm-304.8mm] 2 27/32" DIA. [72.2mm] DEFLECTOR TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. I Fl ESCUTCHEON 3/4719mm] ADJUSTMENT F2 ESCUTCHEON 1/2712.7mm] ADJUSTMENT FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS 1 [25.4mm] AT MINIMUM RECESS = .3/819.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS 3/4119mm] AT MINIMUM RECESS = .5/879.5mm] 2 7/4" HOLE DIA. [57.2mm] Fl ESCUTCHEON AT MAXIMUM RECESS = 1-3/8734.9mm] AT MINIMUM RECESS = 2-1/16752.4mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 7-5/8741.3mm] F— 7/8" AT MINIMUM RECESS 2- l/16"[52.4mm1 zl [3.2mm] RECESSED HSW W/F1 OR F2 ESCUTCHEON (7) FM APPROVED FOR 4" - 6" [10 1.6MM - 752.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Note: For Recessed HSW Sprinklers use installation wrench GFR2. cULus permits use with Fl, F2 or FP escutcheons for "Light Hazard" only. While FM limits use for the same hazard with the F2 escutcheon only. Model Fl FR56 Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice "K" Factor Thread Size Model Temp. Rating Max. Ambient Temp Bulb Color Approvals Sprinkler Identification Number(SIN) US Metric Sprinkler Cover ½" (15mm) 5.6 80 ½" NFl F1 FR 135°F/57°C 1350F/570C 100°F/380C Orange 1 RA1414 ½' (15mm) 5.6 80 ½" NFl F1 FR 155°F/68°C 135°F/570C 100°F/380C Red 1, 4)1), 6 RA1414 ½" (15mm) 5.6 80 ½" NFl F1 FR 175°F/79°C j 165°F/740C j 100°F/38°C I Yellow 1 RA1414 ½" (15mm) 5.6 80 ½" NPT F1 FR 200°F/930C 165°F/74°C 150°F/65°C Green 1 RA1414 (1) For VdS only = 155°F/68°C Norbulb and 1/2" [12,7mm] adjustment. Model Fl FR56LL Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice "K" Factor I Thread I Size F I I Model Temp. Rating Max. Ambient Bulb Color Approvals Sprinkler Identification US Metric Sprinkler I Cover Temp Number(SIN) ½" (15mm) 5.6 80 ½" NPT F1FR56LL 200°F/93°C 165°F/74°C 150°F/65°C Green 1,5 RA1414 *DuPont Registered Trademark 5. I" x 1/2" REDUCING TEE OR ELBOW • 2 5/16 0/A CUP I - CEILING-' - 1/2" MAX. 'I -- COVER ADJUSTMENT COVER PLATE -I - ASSEMBLY - 3 5/16" 0/A. SPRINKLER 1 1/2" MAX. FACE OF FITTING _.._.._.TO FACE OF CEILING DIMENSION 15/16" -2 5/8 0/A. HOLE IN CEILING 5/16" MAX. J COVER ADJUSTMENT COVER PLATE - ASSEMBLY 5/16" 0/A. SPRINKLER 1" x 1/2" REDUCING TEE DR ELBOW 2 5/16" 0/A - CUP - 2 5/8 0/A. HOLE IN CEILING 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 3/4' CONCEALED, 1/2" ADJUSTMENT Figure 1 Installation Aid A protective cap is included for use during installation. Important: The El FR56 Sprinkler with Model CCP cover plate is not an FM Approved combination. Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Recessed Quick Response Sprin- klers are to be installed as shown. The Model El or F2 Es- cutcheons illustrated are the only recessed escutcheons to be used with the Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Sprinklers. The use of any other recessed escutcheon will void all approvals and ne- gate all warranties. When installing Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Sprinklers, use the Model D Sprinkler Wrench. Use the Model GFR2 Wrench for install- ing F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. NOTE: A leak tight 1/2" NPT (R112) sprinkler joint can be obtained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. The Models F1FR56/CCP & F1FR56LL/CCP Concealed Sprinkler use the ½" orifice, 1/2" NPT (R1/2), Model F1FR56 & F1FR56LL Pendent Sprinkler with a threaded Model CCP cup which is factory attached to the sprinklers. The Model F1FR56 Pndent is available in temperature rating of 135°F (570C), 155°F (680C), 175°F (79°C) or 200°F (930C). The Model F1FR56LL Pendent is available only in a rating of 200°F (93°C). The concealed sprinkler assemblies are com- pleted by the installation of the attractive low profile Model CCP push on cover plate assembly, rated 135°F (57°C) or 165°F (74°C) for the Fl FR56 and 165°F (74°C) for the FIFR56 LL. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded en- *DuPont Registered Trade Mark rel CONCEALED, 5/16" ADJUSTMENT Figure 2 gagernent. A choice of two cover plate assemblies provide either 1/2" (13mm) or 5/8(8mm) of cover adjustment, Do not install these sprinklers in ceiling which have positive pressure in the space above. After a 2 /8" (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model RC1 Wrench, A Teflon* based thread sealant should be applied to the sprin- kler threads only. The Model RC1 Wrench is then used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be tak- en to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER. The cover plate is then pushed onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impedi- ment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any other concealed cover plate/cup assembly with the Model F1FR56 Pendent Sprinkler or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifi- cally listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and in- stallation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrench- es are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- TECTORS. Temperature Ratings Classification Sprinkler Temperature Max. Ambient Temp. Bulb Color °C OF Ordinary 57 135 100°F(38°C) Orange Ordinary 68 155 100°F (38°C) Red Intermediate 79 175 150°F (66°C) Yellow Intermediate 93 200 150°F (66°C) Green High" 141 286 1 225017(1070C) Blue (1) Not available for recessed sprinklers. Escutcheon Data (1) (1) SIN RA1435 - cULus permits use with Fl F2 or PP escutcheons for "light hazard" only, while FM limits use for same hazard with F2 escutcheon only. Maintenance The Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH and Model F1FR56, F1FR56LL, F1FR42, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Sprinklers should be inspected and the sprinkler system maintained in accor- dance with 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. Remove any sprinkler which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of dam- aged 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. Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Vertical Sidewall Horizontal Sidewall Recessed Horizontal sidewall Concealed pendent Maximum Working Pressure 175 psi (12 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes (1) Standard Finishes Sprinkler Escutcheon Cover pIatet1 Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated (4)(5)(6) White Painted Spe'aI Application Finishes Sprinkler Escutcheon Cover plate1t Electroless Nickel PTFE(Teflon®)*(7) Electroless Nickel PTFE (Teflon®)* Bright Brass Bright Brass3> Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint(2)(6) Black Paint Off White Off White (2)(6) Off White Satin Chrome Chrome Dull Chrome Dull Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. cULus Listed only. 200°F (93°C) maximum. cULus listed corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. LPCB and VdS Approved finish applies only to RA1425, RA1414 and RA1475. cULus listed Corrosion Resistant Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type Escutcheon Finish (where applicable) Cover plate Model Cover plate Thread size Cover plate Temperature Cover plate Adjustment Cover plate Finish Note: When Model Fl FR56 Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. "DuPont Registered Trademark 7. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers 0 • Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled Reliabi (800) 431-1588 Sales Offices Paper (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 09/14 P/N 9999970300 S JAcsn 100 BEAM CLAMP SMALL MOUTH S z8 A)US SIZE - 3/8" and 1/2" rod. MATERIAL - Ductile iron with hardened cup point set screw and jam nut. FINISH - Plain, Electro-Galvanized and H.D.G. and Stainless Steel. LISTING - UL in US and CANADA. APPROVAL- Factory Mutual Research. CONFORMS WITH: Federal Specification WW-H-171E Type 19 and 23 and Manufactures Standardization Society ANSI/MSS-SP-58 Type 19 and 23. FUNCTION - To hang from steel beam with flange thickness of less than 3/4". INSTALLATION - Per NFPA#13 - 3/8" rod will support 1/2" thru 4" pipe and 1/2" rod 5" thru 8" pipe. Install in accordance with ANSI/MSS-SP-69. Torque - 3/8"= 60 inch pounds. Torque - 1/2"= 125 inch pounds. In the absence of a torque wrench, the set screw should be finger tightened and then an additional 1/3 turn applied to the set screw. FEATURES * Maintains CONSTANT HANGER CENTER-LINE, with set screw up or down. * Flat throat back prevents twisting during installation. ORDERING - Part #, rod size and finish. S Index 162 UNIVERSAL - RETAINING STRAP Nut optional, if insufficient rod dimension fl SIZE- One size fits both 3/8" and 1/2" rod or set screw. Available lengths 4" and longer. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTING - UL in US and CANADA. PATENT - No. 5,897,088 FUNCTION - To offer more secure fastening of Beam Clamp to beam when danger of movement might be expected. INSTALLATION - Install tight to structure and component parts Minimum return on strap: 1" FEATURES * Fast installation for new construction or retrofit. * Requires no hanger disassembly to install. IMPORTANT NOTE: "No Nut Is Required" When installed tight to structure and component parts per good installation practice (See drawings provided) ORDERING - Part # and overall length. Index 1 1) /()() () 300 RING HANGER 4q A)US I thru 4 Inch pipe 1/2 and 3/4 inch pipe 5 thru 8 inch pipe S SIZE - 1/2 thru 8 inch pipe. MATERIAL - Carbon Steel, Mu. Galvanized to G-90 specification. FINISH - Mu. Galvanized and Stainless Steel. LISTING - UL in US and CANADA. APPROVAL - Factory Mutual Research. CONFORMS WITH: Federal Specification WW-H- 171 (Type 10), Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 10); install in accordance with ANSI/MSS- SP-69. MAXIMUM TEMPERATURE - 650°F. FUNCTION - For fire sprinkler and general piping purposes. Swivel nut permits hanger adjustment after installation. FEATURES - 1thru4 inch: * Offset edge for EASY pipe insertion. 1 thru 8 inch: * Full length knurl on swivel nut for better grip. UNIQUE FEATURES 1 thru 3 inch: * UL listed to accept AFCON#3 10 Surge Restrainer. * Swivel nut Retained in ring to keep the assembly intact prior to installation. Removed easily if needed. * UL listed for use on CPVC pipe. ORDERING - Part # and pipe size. Index IMPERIAL MAX REC. LOAD LBS. METRIC* PIPE ROD PIPE7 ROD 1/2 3/8 400 10 3/4 3/8 400 20 10 1 3/8 400 s 10 1 114 3/8 400 32 10 11/2 3/8 400 , 10 2 3/8 400 50 io 21/2 3/8 600 65 10 3 3/8 600 80 10 31/2 3/8 600 1 10 4 1000 100 10 5 1250 125 12 6 112 1250 150 12 8 1250 200 12 * Order Part #300m Note: 1/2" Ring Hanger not <FM> approved F~ WIACD 655 ALL THREADED ROD CUT TO LENGTH ROD SIZE MAX. REC. LOAD LBS. FOR SERVICE TEMP. 650°F 750°F 3/5 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 NOTE; maximum Temperature: 750°F SIZE - 3/8 thru 7/8 inch rod in 1 inch increments. MATERIAL - Carbon Steel. FINISH - Plain, Electro-Galvanized and Stainless Steel. ORDERING - Part #, rod diameter, rod length and finish. 2/00 E4 SECTION CONTENTS Page No. General Information....................1 Material Specifications................1 Installation Specifications...........2 Installation Instructions...............3 Performance Data........................4 Ordering Information ..................9 Snake+ INTERNAL THREAD VERSION Unified coarse thread (UNC) ANCHOR MATERIALS Zinc plated carbon steel body ANCHOR SIZE RANGE (TYP.) 1/4", 3/8" and 1/2" diameters SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck Snake+TM PRODUCT INFORMATION ?owers FASTENERS Snake+ Internally Threaded Screw Anchor The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance in cracked and uncracked concrete. Suitable base materials include normal- weight concrete, structural sand-lightweight concrete and concrete over steel deck. The Snake+ screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. GENERAL APPLICATIONS AND USES Suspending conduit • Interior applications/low level corrosion environment Cable trays and strut • Tension zone areas Pipe supports • Seismic and wind loading applications Fire sprinklers • Suspended lighting + Designed for use in holes drilled with standard ANSI carbide drill bits + Anchor design allows for shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench + Hammer not used for installation International Code Council, Evaluation Service (ICC-ES), ESR-2272 Code compliant with the IBC, and IRC (see report for applicable code editions) Tested in accordance with ACI 355.2 and ICC-ES AC 193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchor) Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure, e.g. hydrogen embrittlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global (Factory Mutual) - File No. 3024502 (see report for sizes) vvw.approvalguide.com - Pipe hanger components for automatic sprinkler systems CSI Divisions: 03151-Concrete Anchoring and 05090-Metal Fastenings. Internally threaded anchors shall be Snake+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. kc 111? co 'k Anchor Component Specification Anchor body Case hardened carbon steel Plating Zinc plating according to ASTM B 633, SC1, Type Ill (Fe/Zn 5) Minimum plating requirement for Mild Service Condition This Product Available In 2 Powers Design Assist Real Time Anchor Design Software wiwpowersdesignassist.com -Powers FASTENERS PRODUCT INFORMATION Snake+TM Installation Information for Snake+ Screw Anchor for Single Point Applications13 Nominal Anchor Size Anchor Property I Setting Information Notation Units 1/4" 3/8" 1/2" Nominal outside anchor diameter (da) in. 0.375 (9.5) 0.500 (12.7) 0.750 (mm) (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Drill bit diameter dbjt in. 3/8 1/2 ANSI 3/4 ANSI ANSI Minimum hole depth h0 in. (mm) 2 (51) 2 (51) 2-1/2 (64) Minimum concrete member thickness2 h min in. (mm) 3 (76) 4 (102) 4 (102) Overall anchor length tanch in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Nominal embedment depth hnom in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) Effective embedment hei in. (mm) Not A Applicable 1.10 (28) 1.54 (39) Minimum edge distance2 Cmjn ( in. mm) Not Applicable 3 (76) 4 (102) Minimum spacing distance2 5m1n in. (mm) Not Applicable 3 (76) 4 (102) Critical edge distance2 Cac in. (mm) Not Applicable 3 (76) 4 (102) Maximum impact wrench power (torque) Tscrew ft.-lb. (Nrn) 120 (163) 345 (468) 345 (468) Maximum tightening torque of steel insert Tmax ft-lb. 4 14 36 element (threaded rod or bolt) (N-m) (6) (19) (49) The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. For installations through the soffit of steel deck into concrete, see illustration detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3he or 1.5 times the flute width. The notation in parenthesis is for the 2009 IBC. Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element .....4' .... '•.•4.• ..... .... ... . .... HdO 1 10 hmin H j lef 4 F r i Do not excmd 9 - -Powers Snake+TM PRODUCT INFORMANTION FASTENERS Installation Instructions for Snake+ Screw Anchor A A A D A A A A' 414 A 14: A A A A' '. A, U 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the carbide drill bit used should meet the requirements of ANSI Standard B212.15. 2.) Select a powered impact wrench that does not exceed the maximum torque, Tscrew, for the selected anchor diameter Attach the Snake+ setting tool supplied by Powers Fasteners to the impact wrench. Mount the anchor onto the setting tool. 3.) Drive the anchor into the hole until the shoulder of the Snake+ setting tool comes into contact with the surface of the base material. Do not spin the setting tool off the anchor to disengage. 4.) Insert threaded rod or a bolt into the Snake+, taking care not to exceed the maximum specified tightening torque of the steel insert element, Tmax. Minimum thread engagement should be at least one anchor diameter Installation Detail for Snake+ Installed Through Soffit of Steel Deck into Concrete STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT / CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) / ,, 1 CLR. MIN. UPPER FLUTE / (VALLEY) '1 '• :,'.:' '9 •:''•,• .J MIN. 3",' . 4.q 9 4 4 / •••'. • \ II - 'i\. '• •• :'" '4 ' " :. MAX 3 'I ANCHOR 1L..] MIN 41/2 ...~\ %44 / '' (TYP) " (TYP) ' MIN. 4-1/2 I I MIN. 12' (TYP) -I (TYP) -.- i—.--- MIN. 1-1/4 LOWER FLUTE (RIDGE) NO. 20 GAGE STEEL DECK MIN. FLUTE EDGE 9 17J S 2owers FASTENERS PRODUCT INFORMANTION Snake+M Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.2 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth in. (mm) 1-5/8 (41) 2-3/16 (41) STEEL STRENGTH IN TENSION4 Minimum specified yield strength of steel insert element -' ksi (N/mm2) ASTM A36 36.0 (248) ksi (N/mm2) ASTM Al 93, Grade B7 105.0 (724) J - Minimum specified ultimate strength of steel insert element ksi (N/mm2) ASTM A36 ______ 58.0 (400) ksi (N/mm2) ASTM Al 93, Grade B7 _____________________ 125.0 (862) - Effective tensile stress area of steel insert element in2 (mm2) 0.0775 (50) 0.1419 (50) Steel strength in tension N 11 lb (I ) ASTM A36 4,495 (20.0) 8,230 (37.0) lb ASTM A193, Grade B7 9,685 (43.1) - Reduction factor for steel strength3.4 - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION8 Effective embedment hef in. (mm) 1.10 (28) 1.54 (39) Effectiveness factor for uncracked concrete3 kuncr - 24 30 Effectiveness factor for cracked concrete5 Ic,- - 17 24 Modification factor for cracked and uncracked concretes - Cracked concrete = 1.0 Uncracked concrete = 1.4 Critical edge distance Cac in. (mm) 3 I (76) 4 (102) Reduction factor for concrete breakout strength3 0 - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength, uncracked concrete (2,500 PSD6 Npuncr lb () See note 7 See Note 7 cracked concrete (2,500 PSI)6 Characteristic pullout strength,lb ( ) See note 7 See Note 7 Reduction factor for pullout strength3 - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 seismic(2,500PSl)6.9 Characteristic pullout strength,lb N ()J) See note 7 See Note 7 Reduction factor for pullout strength seismic3 - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, uncracked concrete over steel deck6.10 , uncr Npdjc lb (kN) 1,515 I (6.7) 1,625 (7.2 Characteristic pullout strength, cracked concrete over steel deck6.10 ' lb (kN) 1,075 I (4.8) 1,300 (5.8) Reduction factor for steel deck3 - Condition B = 0.65 The data in this table is intended to be used with The design provisions ofAcl 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of Section 03.3 shall apply. Installation must complywrth published instructions and details. All values of owere determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix Care used, the appropriate value of 0 must be determined in accordance with ACI 318 Section D.4.5. It is assumed that the threaded rod or tot used with the Snake-i- anchor will be a steel element as defined by ACI 318 Section Dl. However, the anchor steel is classified as non-ductile in seismic tension calculations. Steel failure does not control in this condition. For all design cases use Wiv = 1.0. Select appropriate effectiveness factor for cracked concrete (k,-,) or uncracked concrete (kuucr) - For all design cases use 'Pp= 1.0. For concrete compressive strength greater than 2,500 psi, = (Pullout strength value from table)*(spedfed concrete compressive strength/2500)05. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in structural sand-lightweight concrete provided that N5 and N, are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Values for N, deck are for structural sand-lightweight concrete )f' non = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 Section 0.5.2 is not required for anchors installed in the flute (soffit). For 2003 IBC, fura replaces fur; Nun replaces Ns; WIN replaces R; and Neq replaces Np,seis. The notation in brackets is for the 2009 IBC. 9 ?owers Snake+TM PRODUCT INFORMATION FASTENERS Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch I 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth hnom in. (mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN SHEAR4 Minimum specified yield strength of steel insert element - ksi (N/mm2) ASTM A36 36.0 (248) ksi (N/mm2) ASTM A193, Grade B7 105.0 (724) I I - Minimum specified ultimate strength of steel insert element ksi (N/mm2) ASTM A36 58.0 (400) ksi (N/mm2) ASTM Al 93, Grade B7 125.0 (862) - Effective tensile stress area of A. steel insert element in2 (mm2) 00775 (50) 0.1419 (50) Steel strength in shear 5 V 10 lb (J) ASTM A36 770 (3.4) 1 995 (ë.9) ( lb J) ASTM A193, Grade B7 1 655 (4) - Reduction factor for steel strength3 0 - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Effective embedment h in. (mm) (mm) 1.10 (28) 1.54 (39) Load bearing length of anchor (hef or 8d0 whichever is less) 10 e in. in. 1.10 (28) 1.54 (39) Critical edge distance 0 - 3 (76) 4 (102) Reduction factor for concrete breakout3 0 - Condition B = 0.70 PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (1.0 for hef< 2.5 in, 2.0 for h ~ 2.5 in.) kq, - 1.0 2.0 Reduction factor for pryout strength3 0 - Condition B = 0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS5 Steel strength in shear, seismic Veq10 lb () ASTM A36 770 (34) 1,995 (.9) lb (kN) ASTM A193, Grade B7 1,655 (/4) - Reduction factor for steel strength3 - Condition B = 0.60 STEEL STRENGTH IN SHEAR FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK8 concrete over Steel strength in shear, SAdeck steel deck8 ' lb (J) ______________ ASTM A36 770 (34) 1,995 (ë.9) lb (J) ASTM A193, Grade B7 1 655 (74) - Reduction factor for steel strength in shear concrete over stud deck 0 - Condition B = 0.60 The data in this table is intended to be used with the design provisions of ACI 318 Appendix 0; for anchors resisting seismic load combinations the additional requirements of ACI 318D.3.3 shall apply. Installation must comply with published instructions and details. iJl values of 0 were determined from the load combinations of UBC Section 1605.2.1, UBC Section 1612.2.1, orACI 318 Section 9.2. If the load combinations of UBC Section 1902.2 or Ad 318Appendix care used, the appropriate value of 0 must be determined in accordance with ACI 318 D.4.5. For reinforcement that meets ACI 318Appendix 0 requirements for Condition A see ACI 318 D.4.4 for the appropriate 0 factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined byAcl 318 0.1. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 0-20 mAd 318-08 (ACI 318-05) andAdI 318 0.6.1.2. Anchors are permitted to be used in structural sand-lightweight concrete in accordance with Section 4.1.11 of this report. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. Tabulated values for Vsa,deck are for structural sand-lightweight concrete (f'c,mmn = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.6.2 and the pryout capacity in accordance with ACI 318 0.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. For 2003 IBC, 1a replaces f; Vsa replaces Vs; ee replaces e, and Veq replaces t''seis' The notation in parenthesis is for the 2009 IBC. 9 ?owers FASTENERS PRODUCT INFORMATION Snake+'M Tabular values are are provided for illustration and applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = hmlh, and with the following conditions: - cal is greater than or equal to the critical edge distance, c (table values based on ca l = cad. - 2 is greater than or equal to 1.5 Cal Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the ha controlling failure mode is listed (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, hef, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Factored Design Strength for Snake+ in Cracked Concrete Minimum Concrete Compressive Strength, Pc (psi) Nominal Nominal Steel _________________ _______________________________________ __________________ __________________ Anchor Embed. Insert 2,500 3,000 4,000 6,000 I 8,000 Size (in.) h,.(Threaded Element ON, v,, ON Vn V11(in.) ØN v ØN v shear cbN shear Rod or Boft) Tension Shear Tension Shear Tension Shear Tension Tension (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) I (lbs.) I (lbs.) (lbs.) ASTMA36 635 # 0 700 .11I1 805 11 985 11I. 1,140 3/8 1-5/8 ASTM A193 Grade 87 635 685 700 ' 750 805 870 985 1,140 1,065 1/2 2-3/16 AST A36 A36 1,490 1,635 1,885 2,310 2,665 Tension and Shear Factored Design Strength for Snake+ in Uncracked Concrete Minimum Concrete Compressive Strength, Pc (psi) Nominal Nominal Steel I I Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Size (in.) hn (in.) Element ON,, ,, $hear I ø' I 0 v,, ON,, I 0 Rod or Bolt) Tension Shear Tension Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 900 of 985 1,140 ftli 1,395 I'll 1,610 1tD 3/8 1-5/8 ASTMdAi93Gra e B7 900 970 985 1,060 1,140 ji:ii 1,395 J'BI' 1,610 1/2 2-3/16 ASTMA36 1,865 2,040 2,355 2,885 IiJ. 3,335 Legend Steel Strength Controls I - I Concrete Breakout Strength Controls I I Anchor Pullout/Pryout Strength Controls ?owers Snake+TM PRODUCT INFORMATION FASTENERS REDUNDANT FASTENING APPLICATIONS For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n1, n2 and n3 below, redundancy will be satisfied. no. of anchorage points ~: n1 n2= at least 1 anchor per anchorage point Anchors qualified for redundant applications may be designed for use in normal Ii LI-i weight and sand-lightweight cracked and uncracked concrete. Concrete linear element .1 compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements Strength Design (Redundant Fastening): Allowable Stress Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables = the total number of anchorage points supporting the linear element Design values for use with allowable stress design shall be established taking Rd, oSD = Øfa Fra = number of anchors per anchorage point n3 = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or Where o( is the conversion factor calculated as the weighted average of the load factors ho the AC 318 Section 9.2 controlling load combination. The conversion factor, o is equal to 1.4 assuming all dead load. STRENGTH DESIGN (SD) Design values for use with strength design shall be established taking ta See redundant fastening design information table for Snake+ design resistance. S = 4) 9 S 2owers FASTENERS PRODUCT INFORMATION Snake+TM Installation Table for Snake+ Screw Anchor in Redundant Fastening Applications Nominal Anchor Size Anchor Property! Setting Information Notation Units 1/4" 3/8" 1/2" Nominal drill bit diameter dbjt in. 3/8" 1/2" ANSI 3/4" ANSI ANSI Nominal embedment depth hnom in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment hef in. (in 1.10 (28) 1.10 (28) 1.54 (39) Minimum hole depth h in. 2 2 2-1/2 (mm) (51) (51) (64) Minimum concrete member thickness hm,n in. (mm) 3 (76.2) 3 (76.2) 3 (76.2) Overall anchor length €anch in. (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum edge distance redundant in. 4 4 4 fastening' Cac (mm) (102) (102) (102) Mininum spacing distance, redundant in. 8 8 8 fastening' (mm) (203) (203) (203) Maximum tightening torque Tmax ft.-lb. (N-m) 4 (6) 14 (19) 36 (49) Maximum impact wrench power (torque) Tscrew ft.-lb. -m) 120 (163) 345 (468) 345 (N (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors1'2'3 Design Characteristic Notation Units Nominal Anchor Size 1/4" 3/8" 1/2" Anchor category 1, 2 or 3 - 1 1 1 Nominal embedment depth hnom in (mm) 1 5/8 1 (41) 1 5/8 (41) 23/16 (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE4.5 Resistance, cracked or uncracked concrete (2,500p5i) lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points ~ 4 n1 ?!3 n1 ~ 4 n1 ~ 3 n1 4 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) 635 (3.0) 450 I (2.0) Effective tensile stress area Ora - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR STRUCTURAL SAND-LIGH1WEIGHTAND NORMAL WEIGHT CONCRETE OVER STEEL DECK4 Resistance, cracked or uncracked concrete over steel deck (2,500 psi) F lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points 4 n1 3 n1 k 4 n1 k 3 2!4 I n1 3 550 (2.5) 1 360 L (1.6) 675 (3.0) 450 (2.0) 675 (3.0) j 450 (2.0) Strength reduction factor3 Ora - 0.65 The data in this table is intended to be used with the design provisions of this product; loads maybe applied in any direction. Installation must comply with published instructions and details. . 3. All values of 0were determined from the load combinations of UBC Section 1605.2.1, uc Section 1612.2.1, orAcl 318 Section 9.2. It is assumed that the threaded rod or bolt used with the Snake+ anchor has minimum specified properties as listed in the table above or an equivalent steel element. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. 9 -Powers Snake+TM PRODUCT INFORMATION FASTENERS Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete'2.3.4 0 Minimum Embedment Minimum Concrete Compressive Strength rc = 2,500 psi Fc = 3,000 psi = 6,000 psi Anchor Diameter Depth in. (mm) in. (17.2 MPa) (20.7 MPa) (41.4 MPa) Tension Shear Tension Shear Tension Shear (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1-5/8 2,130 1,045 2 335 1,045 (6.3) (41) (9.5) (4.6) (10.4) (4.6) - - 3/8 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 (9.5) (41) (9.7) (4.6) (10.6) (4.6) (14.2) (4.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 7425 2,050 (12.7) (55) (4.9) (9.1) (7.3) (9.1) (3.1) (.1) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. The tabulated load values are applicable to single anchors in uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. Ultimate shear capacity is controlled by steel strength of ASTM A36 element (or equivalent). Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Depth Std. Box Std. Ctn.Thread 640USD 1/4" 1-5/8" 11/32" 100 1,000 6401SD 3/8" 1-5/8" 23/32" 50 500 64035D 1/2" 1 2-1/2" 1 15/16" 1 50 1 300 Setting Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std. Ctn. 6402SD 1/4" 1 64075D 3/8" 1 64045D 1/2" 1 © 2011 Powers Fasteners, Inc. All Rights Reserved. Snake+ is a registered trademark of Powers Fasteners, Inc. For the most current product information please visit www.powers.com. 9