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[Page Too Large for OCR Processing] FPS 20 I - 0001 1-S R 5 9 I s i (Alain L• S�Dr k°4 qv, HARVEY 8 PRICE MLCHANICAL CONTRACTORS B '� i ! - RECEIVED - - -- APR 1 2011 • • VICTORIA'S SECRET CITY OFTIGARD BUILDING DIVISION WASHINGTON SQUARE 9573 SW WASHINGTON SQUARE RD SPACE B -l0 PORTLAND, OR 97223 PRODUCT SUBMITTALS FOR FIRE PROTECTION FIRE SPRINKLER CONTRACTOR HARVEY & PRICE CO. 2015 NUGGET WAY EUGENE, OR 97403 541- 746 -1621 • PRIMARY CONTACT: ELIJAH FINN efinn@harveyandprice.com - 4 .,1 �.1 • Bulletin 162 Rev.0 Model G4A -300 co ,. Reliabld Quick Response 5 Concealed Automatic N 300 psi (20 bar) Rated CD Sprinkler The G4A -300 Concealer A Quick Response Concealed Sprinkler , with %" (13mm) or . 11/2" (38mm) Adjustment Features 1. Cover plate assembly attachment with ' /2 " `�, 4. • . ; 1 . (13mm) adjustment. Does not require clips or springs. .- 2. Smooth aesthetic ceiling profile. � . 3. Factory installed protective cap. _- 4. Available in brass, chrome or black plated and white painted finishes. 5. Ordinary temperature rating. I ' 6. 300 psi (20,7 bar) maximum pressure rating. Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. and Certified by UL for Canada (cULus) . -Quick Response 2. NYC - MEA - 258 - 93 - E The Model G4A -300 Concealer is designed for use Note: Approvals are for light and ordinary hazard. The where aesthetic appearance is important. It can be used ote: A PP 9 Y at working pressures up to 300 psi (20,7 bar). cup and skirt are fabricated from plated steel and are The Model G4A -300 Concealer® is a cULus Listed recommended for interior, non - corrosive applications. Quick Response Concealed Sprinkler intended for use in Note: Paint or any other coatings applied over the accordance with NFPA 13. factory finish will void all approvals and warranties Product Description US. Patent Number 4,880,063 The Reliable Model G4A -300 Concealer uses a proven quick response fusible element in a standard style sprinkler frame with a drop -down deflector. This assembly Application is recessed into the ceiling and concealed by a flat cover Reliable Model G4A 300 - - plate assembly. This threaded engagement provides h" The onceers i Reliable a vere G4 q300 (13mm) of cover adjustment. The flat cover plate is C C s sa e conceale a s rinuic attached to the skirt using 135 °F (57 °C) ordinary It provides the best form of fire Mk temperature classification solder. When the ceiling temperature rises, the solder holding the flat cover plate protection while offering an at- melts, the flat cover plate released thus exposing the tractive appearance and '/z" i —� sprinkler inside to the rising ambient temperature. (13mm) cover plate adjustment % The subsequent fusing of the solder element in the for ease of installation. The small sprinkler opens the waterway and causes the deflector to diameter cover plate assembly drop into position to distribute the discharging water. Any is easily attached and blends secure engagement between the cover plate and cup will into the ceiling, concealing the - .. • assure that the drop -down deflector is properly located • most dependable fire protec- below the ceiling. tion, an automatic sprinkler system. The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Installation Ordering Information • Do not install the G4A -300 Concealer in ceilings Specify: 1 ■ which have positive pressure in the space above. 1. Sprinkler Model , y = -1 • Cut a 2 /e (67mm) diameter hole in the ceiling and 2. Nominal Orifice l install the sprinkler using model G4 Wrench. The 3. Flat Cover Plate Assembly wrench has drive tangs which insert into the cup Fi slots. When installing a sprinkler the wrench is first * ;; : %, ' � positioned into the sprinkler /cup assembly until the 4. Inlet Type .4ser wrench tangs engage the drive slots in the sprinkler. UL Listing Category I f - i DO NOT WRENCH ON ANY OTHER PART O 1 F THE (�' SPRINKLER /CUP ASSEMBLY. Install the cover plate Sprinklers, Automatic and 1 1 by hand, turning it clockwise until it is tight against the Open ceiling. Quick Response Sprinkler I . -- A protective cap is provided to protect the 0 i " 1 �'"� drop -down sprinkler deflector from damage which UL Guide Number „ ' :. �. ct :'� III could occur during construction before the cover plate VNIV is installed. The cap is factory installed inside the —r I 1 sprinkler cup. Remove cap to install sprinkler, then Cover Plate Finishes" - " reinstall cap until the cover plate is installed. Standard Finishes Maintenance ® Bronze Model G4 Sprinkler The Model G4A -300 Concealer should be Chrome Plated Wrench inspected quarterly and the sprinkler system W hite maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other Special Application Finishes cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler that has Bright Brass been painted (other than factory applied) or damaged Black Plated in any way. A stock of spare sprinklers should be Black Paint ' Other colors and finishes are maintained to allow quick replacement of damaged or Off White available on special order operated sprinklers. Prior to installation, sprinklers Satin Chrome Consult factory for details should be maintained in the original cartons and packaging until used to minimize the potential for Standard Temperature Ratings damage to sprinklers that would cause improper Max Ambient operation or non - operation. Classification Sprinkler Cover Plate Temp. Ordinary 165 °F /74 °C 135 °F /57 °C 100 °F /38 °C Installation Data Total Nominal K Factor I Sprinkler Sprinkler Inlet Adjustment Nominal Orifice US Metric Thread Approvals Identification I Number (SIN) Non Adjustable 1/2" (13mm) '/2" (15mm) 5.6 80 1/2" NPT (R'/z) . 1, 2 R6215 Adjustable 11/2" (38mm) 1/2" (15mm) 5.6 80 1" NPT Male or Female 1, 2 R6218 1 /— ri�rw' lt— s+srry — — 1 � - - ' r1n - -r Il _li� ii J fill iii ' lii`r__,' _— tti- ,fire _ [r6Cx f'aem,, vA ' /x. r ( as.mT, caawc +arhrcra Anna, OP _ 7 J /B' Ool wtrt emu! Rr i • • CFFiTJ '� !r an sr.¢ar we +n Al " m�En$ov'�w J 1 m aewc n luJa +a •mm lr +J emm . sE mm, 111 1; _ — , � , aawc _ r c f ). ;� I rtAr a p ort u,�6: � 5 -:s COd J J /'E• 4 1I i' 5.. ....1 -- • ,iws I•...,,, u� iur mud ud (.w� ) ' Fig. 1 - Yi' NPT (R1/2) Non Adjustable Inlet Fig. 2 - 1" NPT Male- Adjustable Inlet Fig. 3 - 1" NPT Female- Adjustable Inlet The equipment presented in this bulletin is to be installed in accordance with the latest published Standard of the Nation 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 if and property for over 80 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 The Reliable Automatic Sprinkler Co., Inc. R ecyc led ReliabiC 800.431.1588 Sales Offices Per 800 848.6051 Sales Fax 914 668.3470 Corporate Offices Revision lines indicate updated or new data www reliablesprinkler.com Internet Address EG Printed inUSA 5/05 P/N 9999970166 • Bulletin 136 Rev. P Model Fl FR co Reliabld Model Fl FR Recessed W Q uick Respo es C Sprinklers Model Fl FR Sprinkler Types Standard Upright y� Standard Pendent / ` 3 C + N. Model Fl FR Recessed Sprinkler Types Recessed Pendent Upright Pendent For Model F1FR 1 /2" K 5.6 (80) Sprinkler Types refer to Bulletin 014 for technical specifications and approvals. Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) I 3. Factory Mutual Approvals (FM) I 4. Loss Prevention Council (LPCB, UK) Conventional Recessed Pendent 5. NYC BS &A No. 587 -75 -SA (Model FP Shown) 6. Meets MIL- S -901C and MIL -STD 167 -1 7. Verband der Schadenversicherer Gmbh 8. NYC MEA 258 -93 -E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid Product Description to push out against the bulb, causing the glass to shatter, Reliable Models Fl FR and Fl FR Recessed Sprinklers are opening the waterway and allowing the deflector to distrib- quick response sprinklers which combine the durability of a ute the discharging water. standard sprinkler with the attractive low profile of a decora- The temperature rating of the sprinkler is identified by the tive sprinkler. color of the glass bulb. The Models F1FR and F1FR Recessed automatic sprin- klers utilize a 3.0 mm frangible glass bulb. These sprinklers Application have demonstrated response times in laboratory tests which Quick response sprinklers are used in fixed fire protec- are five to ten times faster than standard response sprinklers. tion systems: Wet, Dry, Deluge or Preaction. Care must be This quick response enables the Model Fl FR and Fl FR Re- exercised that the orifice size, temperature rating, deflector cessed sprinklers to apply water to a fire much faster than style and sprinkler type are in accordance with the latest standard sprinklers of the same temperature rating. published standards of the National Fire Protection Asso- The glass bulb consists of an accurately controlled amount ciation or the approving Authority Having Jurisdiction. Quick of special fluid hermetically sealed inside a precisely man- response sprinklers are intended for installation as specified ufactured glass capsule. This glass bulb is specially con- in NFPA 13, FM Global Loss Prevention Data Sheet 2 -8N or structed to provide fast thermal response. The balance of other applicable standards. Quick response sprinklers and parts are made of brass, copper and beryllium nickel. standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: - Sprinkler Sprinkler Type K Factor Sprinkler Approval Identification Height Organization _ Numbers (SIN) US I Metric SSU I SSP Standard - Upright (SSU) and pendent (SSP) Deflectors Marked to Indicate Position 17/32" (20mm) Large Orifice with 3 /4" NPT (R Thread 8.0 115 2 3" (58mm) 1,2,3,4,5,8 R3622 R3612 7/16" (11mm) Small Orifice with 1/2" NPT (R /2) Thread 4.2 60 2 2" (56mm) 1,2,8 R3623 R3613 3/8" (10mm) Small Orifice with' h" NPT (R' /2) Thread 2.8 40 2.54" (65mm) 1,2,8 R3621 R3611 10mm Orifice XLH Small with R /8 Thread 4.2 60 56mm 4,6,7 R3624 R3614 Conventional- Install In Upright or Pendent Position 10mm Orifice XLH with R /4 Thread 4.2 60 56mm R3674 20mm Large Orifice with 3 /4" NPT (R Thread 8.0 _ 115 58mm 4,7 R3672 (1) Polyester coated upright UL and ULC listed corrosion resistant. (2) FM Approved for polyester coated sprinkler. f ' iu ;� +.. \ 1 � r - .i Upright Pendent Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler'► Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal K Factor Approvalr'> Sprinkler Nominal Orifice Thread Size "T" Sprinkler Organization Identification US Metric Height Fl F2 FP Numbers (SIN) 17/32" (20mm) 3 /4" NPT (R 8.0 115 2 3" (58mm) 1,2,8 1,2,3,8 1,2 R3612 7/16" (11mm) . 1/2" NPT (R 4.2 60 2.2" (56mm) 1,2,8 1,2,8 1,2 R3613 3/8" (10mm) 'h" NPT (R'h) 2.8 40 2.2" (56mm) 1,2,8 1,2,8 1,2 R3611 10mm R3/8 4.2 60 56mm _ -- 4,7 -- R3614 ( ”Refer to escutcheon data table for dimensions. I, A I �' LE Ca. _ ►_ ; 5 0" C'A (66 ',Tu.] — (5r :mm) HOLE IN CFILING I 15 rC• - CA __I �— (,..,,.") : 5 16 0:4. (55 ,. •� I ` CUP 7 REDUCER �' - -- "i""` -� I 1 - t - I - REDUCER UH1. T1 TURN MI AR - - — � — ' I L I �� 711,;141 l IC hl.rl:lLLR FEHCH BOSS—. I I nl C L_ J F<CC C.� rr; r: r0 EU IN: 1- '- AC_ws:'!rNr " i / f 00 VN \ e I . D••ENSa`1 00 VS 1 FACE OF FITTING I i_t� III���J , 1-1 �- t -- -- ! / J TO r cE Dr CEILING 1 d S l N'.IENj/DN 1 _ail l i 2' C 4QIUS D.IENT L ^- J _ 2 i %-: ;mm, 1.761 I ' )f6lGBf_B (I) REFER 10 !1 S F: ESCUTCHEON DATA 1.RLE FC.R C 11(551055 (r) REFER 70 FP ESCUTCHEON DATA !ABLE FEB C".IENSIONS 2. Installation Maintenance . Quick response sprinklers are intended for installation The Models F1FR and F1FR Recessed Sprinklers should as specified in NFPA 13, FM Global Loss Prevention Data be inspected quarterly and the sprinkler system maintained Sheet 2 -8N or other applicable standards. Quick response in accordance with NFPA 25. Do not clean sprinklers with sprinklers and standard response sprinklers should not be soap and water, ammonia or any other cleaning fluids. intermixed. - Remove dust by using a soft brush or gentle vacuuming. • The Model F1FR Recessed Quick Response Sprinklers Remove any sprinkler which has been painted (other than . are to be installed as shown. The Model Fl or F2 Escutch- factory applied) or damaged in any way. A stock of spare eons illustrated are the only recessed escutcheons to be sprinklers should be maintained to allow quick replacement • used with the Model F1FR Sprinklers. The use of any other of damaged or operated sprinklers.. Prior to installation, • • recessed escutcheon will void all approvals and negate all sprinklers should be maintained in the original cartons and warranties. packaging until used to minimize the potential for damage When installing Model F1FR Sprinklers, use the Model D to sprinklers that would cause improper operation or non - Sprinkler Wrench. When installing Model F1FR Recessed operation. Pendent or Sidewall Sprinklers, use the Model GFR1 Sprin- kler Wrench. Any other type of wrench may damage these Sprinkler Types sprinklers. Standard Upright Glass bulb sprinklers have orange bulb protectors to Standard Pendent . minimize bulb damage during shipping, handling and in- Conventional stallation. REMOVE THIS PROTECTION AT THE TIME THE Recessed Pendent SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE Finishesf'i(2) PROTECTION. Removal of the protectors before this time Standard Finishes may leave the bulb vulnerable to damage. RASCO wrench- Sprinkler Escutcheon es are designed to install sprinklers when covers are in Bronze Brass place. REMOVE PROTECTORS BY UNDOING THE CLASP Chrome Plated Chrome Plated (3) • BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- White Polyester Coated > White Painted 0) I TECTORS. Special Application Finishes Sprinkler Escutcheon Temperature Ratings Bright Brass Bright Brass Maximum Black Plated Black Plated Sprinkler Ambient Bulb Black Paint Black Paint Classification Temperature Off White Off White Temperature Color Satin Chrome Satin Chrome • ° F °C °F .. °C >'> Other finishes and colors are available on special order. Ordinary 135 57 100 38 Orange Consult the factory for details. Ordinary 155 68 100 38 Red (2> FM Approvals is limited to bronze and brass, chrome or black Intermediate 175 . 79 150 66 Yellow plated finishes only. (3) FP Push - on/Thread -off escutcheon. Intermediate 200 93 150 66 Green ( UL and ULC listed corrosion resistance. • Hight) 286 . 141 225 107 Blue SIN numbers- R3621, R3622, R3623, R3625. (') Not Available for recessed sprinklers. (5) FM Approved for SIN No. R3622 • . Note: For 1/2" orifice pendent FM approved white polyester coated Escutcheon Data and UL approved white polyester corrosion resistant sprin- klers refer to Butletin,014. Face of Fitting Escutcheon Ordering to Ceiling or Ordering Information Model Dimension Wall Dimension Specify: 1. Sprinkler Model Max Recess 1' /2" 3 /,a" - 15 /,8" 2. Sprinkler Type Fl (38.1 3. Orifice Size Min Recess (19. (5mm -24mm) 4. Deflector Type 11/2" 5. Temperature Rating Max Recess (38.1mm) 3 /16" - "be" 6. Sprinkler Finish F2 1" 7. Escutcheon Type Min Recess (24 5mm) (5mm - 17mm) 8. Escutcheon Finish (where applicable) • FP Max Recessed she 1'/2" (38.1 mm) Push on/ (8mm) Note: When Model F1FR Recessed sprinklers are ordered, the sprin- Thread -off Min Recessed 5 /76" 1" (25 4mm) klers and escutcheons are packaged separately. (24mm) 3. • • , ReIiabIe...For Complete ProtectiOfl 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 • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler. wrenches • • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors "test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors - • Mechanical sprinkler alarms • Pressure•gaugesldentification signs • • Electrical sprinkler alarm switches • Fire department - connection • Water flow detectors • - 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. Productsmanufactured 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 The Reliable Automatic Sprinkler Co , Inc. a Recycled • Reliabld (800) 431 -1588 Sales Offices Paper (800) 848-6051 Sales Fax Corporate Offices Revision lines indicate updated or new data. (914) 829 -2042 www reliablesprinkler.com Internet Address EG. Printed in u S.A 08/10 PM 9999970027 • = 1 • Attached are page(s) from the 2008 Hilti North American Product Technical Guide. For complete details on this product, including data development, product specifications, general suitability, installation, corrosion, and spacing & edge distance guidelines, please refer to the Technical Guide, or contact Hilti. Hitti, Inc. 5400 South 122 East Avenue Tulsa, OK 74146 1- 800 -879 -8000 www.hilti corn • Hilti Product Technical Guide I ',1-;';'''',' _ .--.r 7-7' • ; . \ OC.t Ja00 .w.. e.S9 u . T � - r . • '4; R 0 / - ..•aa :.+sue•®.. t ,E CONTAINMENT 1 . ,...,.., jli " .._....,,,,,,s7 ) \ .1.. _ia _ Si �-_ u i13::%1".•:;:i F/ - , f` — . _ � (:j l5 1 i k .1....-. • Y ervm ' DETECTION SUPPRESSION i I . PROFIS: Firestop Systems Hilti Diaphragm The World's Most Powerful When it comes to Life Safety and building Deck Design Anchor Design Software code compliance, Hilti provides complete The Hilti Diaphragm Deck Design solutions with a wide range of products Program allows designers to quickly • Easy to Learn — Start working in and unmatched technical support. and accurately design roof deck and just minutes composite floor deck diaphragms. • Fast and Powerful — Produce detailed • Firestop Systems Guides designs quickly - Through Penetrations • Ability to design with innovative • Specify with Confidence — The - Joint Penetrations Hilti fasteners for frame and sidelap Program connection largest number of approvals and • FACT Pro 9 - latest design codes • FS 411 • Creates easy to use load tables with • BASIC Training span ranges based on user input No charge. • Engineering Judgements • Allows for different safety factors Download now at www.us.hilti.com • Firestop Design Center online depending on load type, building or www.hilti.ca at www.us.hilti.com or www.hilti.ca code and field quality control • Direct link to Hilti website Hilti Online MI - Industrial • Pipe Support • Technical Library Technical Guide • Design Centers A guide to specifying the Hilti modular - • Interactive Product Advisors pipe support system for medium to • Full -line Product Catalog heavy loads without welding. • Online Ordering • Maps to Hilti locations • MI System is the ideal solution for • "Contact Us" program to pipes up to 24 in. diameter answer your questions • Reliable fastenings without welds • Easily installed Hilli. Inc. (US) 1- 800 -879 -8000 I www.us.hilti.com I en espariol 1 -800- 879 -5000 I Hilti (Canada) Corp. 1 -800 -363 -4458 I www.ca.hdli.com I Product Technical Guide 2008 Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.1 Product Description 4.3.4.1 Kwik Bolt TZ Product Description 4.3.4.2 Matenal Specifications The Kwik Bolt TZ (KB -TZ) is a torque Product Features 4.3.4.3 Technical Data controlled expansion anchor which is • Product and length identification 4 3.4.4 Installation Instructions especially suited to seismic and cracked marks facilitate quality control after 4.3.4.5 Ordering Information concrete applications. This anchor line installation. is available in carbon steel with zinc • Through fixture installation and 4.3.4.6 Sample Calculations electroplated coating, 304 stainless variable thread lengths improve steel, and 316 stainless steel versions. productivity and accommodate Impact Section various base plate thicknesses. The anchor diameters range from 3/8 to (Dog Point) g • 316 Stainless Steel wedges pro - T 3/4 inch in a variety of lengths. vide superior performance in Applicable base materials include cracked concrete. normal weight concrete, structural • Ridges on expansion wedges Nut — .. :t lightweight concrete, and lightweight provide increased reliability. Washer — -- - concrete over metal deck. • Mechanical expansion allows Guide Specifications immediate load application. Red _ • Raised impact section (dog point) Setting — ''= Torque controlled expansion anchors prevents thread damage during Mark shall be Kwik Bolt 17 (KB -TZ) supplied installation. by Hitt meeting the description in • Bolt meets ductility requirements Anchor_ Thread Federal Specification A -A 1923A, Type of ACI 318 -05 Section Dl. _ 4. The anchor bears a length Installation identification mark embossed into the Drill hole in base material to the impact section (dog point) of the anchor appropriate depth using a Hilti carbide surrounded by four embossed notches Anchor tipped drill bit. Drive the anchor into the — Body identifying the anchor as a Hllti Kwlk hole using a hammer. A minimum of four Bolt TZ in the installed condition. threads must be below the fastening I I Anchors are manufactured to meet one surface prior to applying installation Stainless t of the following conditions: ( torque. Tighten the nut to the Steel • The carbon steel anchor body, nut, recommended installation torque. Expansion Y and washer have an electroplated Sleeve zinc coating conforming to ASTM (Wedges) #. B633 to a minimum thickness of 5 pm. The stainless steel expansion sleeve conforms to AISI 316. ( • Stainless steel anchor body, nut and washer conform to AISI 304. Expansion Cone Stainless steel expansion sleeve conforms to AISI 316. Listings /Approvals Stainless steel anchor body, nut, • ICC -ES (International Code Council) washer, and expansion sleeve con - ESR -1917 form to AISI 316 stainless steel. . FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems (3/8" - 3/4 ") UL (Underwriters Laboratories) Supplemental Design Provisions for ACI 318 -05 Appendix D - Pipe Hanger Equipment for Fire Protection Services (3/8" - 3/4 ") Design strengths are determined in accordance with ACI 318 -05 Appendix D and X 55 F, ICC Evaluation Service ESR -1917 Hilti Kwik Bolt 17 Carbon and Stainless Steel t iS �: Anchors in Concrete. The relevant design parameters are reiterated in Tables 1, 2, t7 APPROVED �� and 3 of this document. Supplemental provisions required for the design of the Building Code Compliance KB -TZ are enumerated in Section 4.0 of ESR -1917 (DESIGN AND INSTALLATION). ® Note that these design parameters are supplemental to the design provisions IBC 2006 IRC° 2006 of ACI 318 -05. UBC 1997 316 Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espanol 1- 800 - 879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 I www.hilti.ca I Product Technical Guide 2008 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.2 Material Specifications Carbon steel with electroplated zinc • Carbon steel KB -TZ anchors have the following minimum bolt fracture loads' Anchor Shear Tension Diameter (in.) (Ib) (Ib) 3/8 NA 6744 1/2 7419 11240 5/8 11465 17535 3/4 17535 25853 • Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5pm. • Nuts conform to the requirements of ASTM A563, Grade A, Hex. • Washers meet the requirements of ASTM F844. • Expansion sleeves (wedges) are manufactured from AISI 316 stainless steel. Stainless steel • Stainless steel KB -TZ anchors are made of AISI 304 or 316 material and have the following minimum bolt fracture loads' Anchor Shear Tension Diameter (in.) (Ib) (lb) 3/8 5058 6519 1/2 8543 12364 5/8 13938 19109 3/4 22481 24729 • All nuts and washers are made from AISI 304 or AISI 316 stainless steel respectively. • Nuts meet the dimensional requirements of ASTM F594. • Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. • Expansion Sleeve (wedges) are made from AISI 316. 1 Bolt fracture loads are determined by testing in jig as part of product QC. These loads are not intended for design purposes. See Tables 2 and 3. Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espanol 1- 800 -879 -5000 I Hilti (Canada) Corp. 1-800- 363 -4458 I www.hilti.ca I Product Technical Guide 2008 317 Mechanical Anchoring System • 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.3 Technical Data • Table 1 — Kwik Bolt TZ Specification Table SETTING Symbol Units Nominal anchor diameter (in.) INFORMATION 3/8 1/2 5/8 3/4 Anchor O.D. do in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit dbit in. 3/8 1/2 5/8 3/4 diameter Effective min in. 2 2 3 -1/4 3 -1/8 4 3 -3/4 4 -3/4 embedment bet (mm) (51) (51) (83) (79) (102) (95) (121) Min. hole depth ho in. 2 -5/8 2 -5/8 4 3 -3/4 4 -3/4 4 -5/8 5 -3/4 (mm) (67) (67) (102) (95) (121) (117) (146) Min thickness of in. 1/4 3/4 1/4 3/8 3/4 1/8 1 -5/8 train fixtures (mm) (6) (19) (6) (9) (19) (3) (41) Max. thickness of (max in. 2 -1/4 4 2 -3/4 5 -5/8 4-3/4 4-5/8 3 -5/8 fixture (mm) (57) (101) (70) (143) (121) (117) (92) Installation torque Tiny ft-lb 25 40 60 110 (Nm) (34) (54) (81) (149) Min dia. of hole dh in. 7/16 9/16 11/16 13/16 in fixture (mm) (11.1) (14 3) (17 5) (20.6) Available anchor in. 3 3 -3/4 5 3 -3/4 4 -1/2 5 -1/2 7 4 -3/4 6 8 -1/2 10 5 -1/2 8 10 lengths (anon (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254) Threaded length - in. 7/8 1-5/8 2 -7/8 1 -5/8 2 -3/8 3 -3/8 4 -7/8 1 -1/2 2 -3/4 5 -1/4 6 -3/4 1 -1/2 4 6 ( thread including dog point (mm) (22) (41) (73) (41) (60) _ (86) (178) (38) (70) (133) (171) (38) (102) (152) Unthreaded length (unthr in. 2 1/8 2 1/8 3 1/4 4 (mm) (54) (54) (83) (102) Installation in. 2 -1/4 2 -3/8 3 -5/8 3 -5/8 4 -1/2 4 -3/8 5 -3/8 hnom embedment (mm) (57) (60) (92) (92) (114) (111) (137) 1 The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness is required, increase the anchor embedment to suit. Figure 1 — Kwik Bolt TZ installed ma COI i €thread i = r dh _ � J / //_ / / //I . eanch eunthr d he t N 17 9 . 0 318 Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espanol 1- 800 -879 -5000 I Hilti (Canada) Corp. 1- 800 -363 -4458 I www.hilti.ca I Product Technical Guide 2008 Mechanical Anchoring Systems • Kwik Bolt TZ Expansion Anchor 4.3.4 Table 2 - Carbon Steel Kwik Bolt TZ Strength Design Information DESIGN Symbol Units Nominal anchor diameter INFORMATION 3/8 1/2 5/8 3/4 Anchor 0 D. d° in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (159) (19.1) Effective min. in. 2 2 3 -1/4 3 -1/8 4 3 -3/4 4 -3/4 embedment' h e f (mm) (51) (51) (83) (79) (102) (95) (121) Min. member thickness hr,„ in. 4 5 4 6 6 8 5 6 8 6 8 8 (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203) Critical edge distance c, in. 4 -3/8 4 5 -1/2 4 -1/2 7 -1/2 6 6 -1/2 8 -3/4 6 -3/4 10 8 9 (mm) (111) (102) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229) in. 2-1/2 2 -3/4 2 -3/8 3 -5 /8 3 -1/4 4 -3/4 4 -1/8 Ca. "' I " (mm) (64) (70) (60) (92) (83) (121) (105) Min. edge distance for >_ in. 5 5 -3/4 5 -3/4 6 -1/8 5 -7/8 10 -1/2 8 -7/8 (mm) (127) (146) (146) (156) (149) (267) (225) smin in. 2 -1/2 2 -3/4 2 -3/8 3 -1/2 3 5 4 Min. anchor spacing (mm) (64) (70) (60) (89) (76) (127) (102) for c >_ in. 3 -5/8 4 -1/8 3 -1/2 4 -3/4 4 -1/4 9 -1/2 7 -3/4 (mm) (92) (105) (89) (121) (108) (241) (197) Min. hole depth h in. 2 -5/8 2 -5/8 4 3 -7/8 4-3/4 4 -5/8 5 -3/4 in concrete ° (mm) (67) (67) (102) (98) (121) (117) (146) Min. specified Ib/in 100000 84800 84800 84800 yield strength r (N /mm (690) (585) (585) (585) Min. specified f lbfin2 125000 106000 106000 106000 ult. strength ° (N/mm2) (862) (731) (731) (731) Effective tensile A in 0.052 0.101 0162 0 237 stress area g (mm2) (33.6) (65 0) (104.6) (152.8) Steel strength N lb 6500 10705 17170 25120 in tension s (kN) (28.9) (47.6) (76.4) (111.8) Steel strength lb 3595 6405 10555 15930 in shear , (kN) (16 0) (28.5) (47 0) (70.9) Steel strength in lb 2255 6405 10555 14245 shear, seismic Ps.5e6 (kN) (10.0) (28.5) (47.0) (63.4) Steel strength in shear, lb 2130 3000 4945 4600 6040 concrete on metal deck s •d.k (kN) (9.5) (13.3) (22) (20.5) (26.9) NP Pullout strength N lb 2515 NA 5,515 NA 9,145 8,280 10,680 uncracked concrete3 Puna (lN) (11.2) (24 5) (40.7) (36.8) (47.5) Pullout strength N lb 2270 NA 4,915 NA NA cracked concrete 3 p . a ((N) (10.1) (21.9) Pullout strength concrete lb 1460 1460 2620 2000 4645 on metal deck4 Np•detkcr (kN) (6 5) (6.5) (11 7) (8.9) (20.7) NP Anchor categorys 1 Effectiveness factor kung uncracked concrete 24 Effectiveness factor k cracked concrete 6 17 y`c.N = kuna /ka 1.41 Strength reduction factor 4) for tension, steel failure modese 0.75 Strength reduction factor 4) for shear, steel failure modese 0.65 • Strength reduction factor 4> for tension, concrete failure modes, Condition B9 0.65 Strength reduction factor 4 for shear, concrete failure modes 0.70 1 See Fig. 1. 7 See ACI 318 D.5.2.6. 2 NP (not permitted) denotes that the condition is not supported. 8 The KB -TZ is a ductile steel element as defined by ACI 318 D.1. 3 NA (not applicable) denotes that this value does not control for 9 For use with the toad combinations of ACI 318 9.2. Condition B design. applies where supplementary reinforcement in conformance with 4 NP (not permitted) denotes that the condition is not supported. ACI 318 D.4.4 is not provided, or where pullout or pryout strength Values are for cracked concrete. Values are applicable to both governs. For cases where the presence of supplementary rein - static and seismic load combinations. forcement can be verified, the strength reduction factors 5 See ACI 318 D.4.4. associated with Condition A may be used. 6 See ACI 318 D.5.2.2. Hilti, Inc. (US) 1 -800- 879 -8000 I www.us.hiltl.com I en espanol 1- 800 -879 -5000 I HMI (Canada) Corp. 1- 800 -363 -4458 I www.hilti.ca I Product Technical Guide 2008 319 Mechanical Anchoring Systems • 4.3.4 Kwik Bolt TZ Expansion Anchor Table 3 - Stainless Steel Kwik Bolt TZ Strength Design Information DESIGN Symbol Units Nominal anchor diameter INFORMATION 3/8 1/2 5/8 3/4 Anchor O.D. d° in. 0.375 0 5 0.625 0.75 (mm) (9.5) (127) (15 9) (191) Effective min. in 2 2 3 -1/4 3 -1/8 4 3 -3/4 4 -3/4 embedment' h e r (ruin) (51) (51) (83) (79) (102) (95) . (121) Min. member thickness hmin in. 4 5 4 6 6 8 5 6 8 6 8 (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) Critical edge distance cec in 4 -3/8 3 -7/8 5 -1/2 4 -1/2 7 -1/2 6 7 8 -7/8 6 10 7 9 (mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229) in. 2 -1/2 2 -7/8 2 -1 /8 3 -1/4 2 -3/8 4 -1/4 4 Guilin (mm) (64) (73) (54) (83) (60) (108) (102) Min edge distance for s > in. 5 5 -3/4 5 -1/4 5 -1/2 5 -1/2 10 8 -1/2 (mm) (127) (146) (133) (140) (140) (254) (216) in. 2 -1/4 2 -7/8 2 2 -3/4 2 -3/8 5 4 Min. anchor spacing s "'" (mm) (57) (73) (51) (70) (60) (127) (102) for z in. 3 -1/2 4 -1/2 3 -1/4 4 -1/8 4 -1/4 9 -1/2 7 (mm) (89) (114) (83) (105) (108) (241) (178) Min. hole depth h in. 2 -5/8 2 -5/8 4 3 -3/4 4 -3/4 4 -5/8 5 -3/4 in concrete ° (mm) (67) (67) (102) (95) (121) (117) (146) Min. specified / lb /in 92000 92000 92000 76125 yield strength y (N/mm2) (634) (634) (634) (525) Min. specified f Ibfrn 115000 115000 115000 101500 ult strength ° (N/mm2) (793) (793) (793) (700) Effective tensile in2 0.052 0.101 0.162 0.237 stress area A„ (mm2) (33.6) (65.0) (104.6) (152 8) Steel strength N lb 5980 11615 18630 24055 in tension (ikN) (26.6) (51.7) (82.9) (107.0) Steel strength lb 4870 6880 11835 20050 In shear e ' (kN) (21.7) (30.6) (52 7) (89.2) Steel strength in tension, N lb 2,735 NA NA NA seismic �' (kN) (12.2) Steel strength in shear, lb 2825 6880 11835 14615 seismic2 Vase's (kN) (12.6) (30.6) (52.6) _ (65.0) Pullout strength lb 2630 5760 12040 uncracked concrete 2 N. imcr (O (11.7) NA (25.6) NA NA (53.6) Pullout strength cracked lb 2340 3180 5840 8110 NA concrete2 N ° " • Q (kN) (10.4) (14.1) NA (26.0) (36.1) NA Anchor category 3 1 Effectiveness factor k °na uncracked concrete 24 Effectiveness factor k„ cracked concrete 4 17 24 17 17 17 24 17 Pc,N = kung /kcr 1.41 1 00 1.41 _ 1.41 1.41 1.00 _ 1.41 Strength reduction factor 4) for tension, steel failure modes 6 0 75 Strength reduction factor 4) for shear, steel 0.65 failure modes 6 Strength reduction factor 4) for tension, concrete failure modes, Condition B7 0 65 Strength reduction factor ( for shear, concrete failure modes 0 70 • 1 See Fig. 1. 2 NA (not applicable) denotes that this value does not control for design. 3 See ACI 318 D.4.4. • 4 See ACI 318 D.5.2.2. . 5 See ACI 318 D.5.2.6. 6 The KB -TZ is a ductile steel element as defined by ACI 318 D.1. 7 For use with the load combinations of ACI 318 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 320 Hdti, Inc. (US) 1- 800 - 879 -8000 I www.us.hlltl.com I en espanol 1 - 800 - 879 - 5000 I Hilti (Canada) Corp. 1- 800- 363 -4458 I www.hilti.ca I Product Technical Guide 2008 • Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 Figure 2 — Interpolation of Minimum Edge Distance and Anchor Spacing • — - Sdesign Cdesign - - - - - l' l an •IS sus ail - 79 A lw1 — C a, min r t ,I . \-- _ ( — ``;� , i ,..; ,i- ,k'' design Smin at C > , •_ Cif. _ .r,_ -,_ _ _ -•� -' • VC ; `_ u -- r r r r r r r `•: _\Y :_.,�; r7 , ` u _ ( - :1_ ,c= Cdesign _� ■ edge distance c <._r ,, • - - c - 7!.. • - ' Table 4 — Mean Axial Stiffness Values (1000 lb /in.) for Kwik Bolt TZ Carbon and Stainless Steel Anchors in Normal- Weight Concretes Concrete condition carbon steel KB -TZ, all diameters stainless steel KB -TZ, all diameters uncracked concrete 700 120 cracked concrete 500 90 1 Mean values shown. Actual stiffness may vary considerably depending on concrete strength, loading and geometry of application. Figure 3 — Installation in Concrete over Metal Deck Floor • Min. 5/8° Typical - i • _ N - -'7 (2 .. 5 0` . , - D':: - _:i30 ���s _ X i .'-" �� � 't "�, .�•.1 ..�1:1�.�.'_c.l �1_ � 1. = r J -". l:� __.' o ` .3i -,- ( ) ",; ry , `` C , - & C r _ - ' h " r "'''' ' l ' MM. 3000 psi Normal or Sand - rl' - \ ) ~ E l' _; - ;C`; ) _ _' V ; ., - ;, T-r»:. Lightweight Concrete >?�". _ 0,`_ a. c i _ �, - ; () i -- '1 f--- I =t• - l t_t ,_ ._. -" - - - - - .' ( _ - )c ( - • , 0 . .,_;• - c . )vG ( r ,? - J t , T J � „ ,. ,- - 2 _• ,r i I.*-.f .. �`,'._ r )(;- " �' "'/ , r . -. -.:.,. , -' ,,,: _i,'/ - . I . . " ,: _x.._;; , rr t`I• I ".k .vm - 1` .. i -tin ,_, _ r -... ' - i_- __ MI •__ _ _ - -' _ • _ I. c7 -- -. �� - .. — rill] _. Upper . .. X - 1 ` r i I) - - ' Flute - ' '.( k „ A y i Jr �i 7' T.. " , Y .,I ` ' M , t om., Fl � , ...` i . �_ ` ( Valley) Li -7 'r Minimum " ICI V r -- . " .:,' . No. 20 Gauge Min. 4 -1/2" I um I Min. 4-1/2 " Steel Deck , Lower Flute 1-- Max. 1" Offset Typical (Ridge) . - - - Hilli, Inc. (US) 1- 800 - 879 -8000 I www.us.hiltl.com I en espanol 1- 800 - 879 -5000 I Htlti (Canada) Corp. 1- 800 - 363 -4458 I www.hilti.ca I Product Technical Guide 2008 321 Mechanical • AnchoringSystems_ - . 4.3.4 Kwik Bolt TZ Expansion Anchor Allowable Stress Design Design values for use with allowable stress design (working stress design) shall be established as follows: R,lkwASD= Rd where Rd = 4) Rk represents the limiting design strength in tension (4) N„) or shear (4) V as calculated according to ACI 318 D.4.1.1 and D.4.1.2 Table 5 — The value of a shall be taken as follows: Reference for strength a reduction factors including seismic excluding seismic ACI 318D.44 11 1.4 ACI 318 D.4.5 1 2 1.55 Table 6 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal- Weight Uncracked Concrete, Condition B (Ib)1,2,3,4 Concrete Compressive Strength Nominal Embedment f'c= 2500 psi f'c= 3000 psi f'c= 4000 psi f'c= 6000 psi Anchor Depth he Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless Diameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1168 1221 1279 1338 1477 1545 1809 1892 1/2 2 1576 1576 1726 1726 1993 1993 2441 2441 3 -1/4 2561 2674 2805 2930 3239 3383 3967 4143 3 -1/8 3078 3078 3372 3372 3893 3893 4768 4768 5/8 4 4246 4457 _ 4651 4883 5371 5638 6578 6905 3/4 3 -3/4 3844 4046 4211 4432 4863 5118 5956 6268 4 -3/4 4959 5590 5432 6124 6272 7071 7682 8660 1 Values are for single anchors with no edge distance or spacing reduction For other cases, calculation of Ad as per ACI 318-05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand = lightweight concrete, multiply values by 0.85 For all - lightweight concrete, multiply values by 0.75. See ACI 318-05 D 3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 D 4 4 is not provided, or where pullout or pryout strength governs For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the concrete breakout strength Nb by the strength reduction Ili factor of 0 65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4.2 Nb is calculated as per ACI 318 -05 D.5.2 2. This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation /' c N b,r'c = No 2500 Table 7 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal - Weight Cracked Concrete, Condition B (Ib) Concrete Compressive Strength Nominal Embedment f'c= 2500 psi f'c= 3000 psi f'0= 4000 psi f'c= 6000 psi Anchor Depth h Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless Diameter (in) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1054 1086 1155 1190 1333 1374 1633 1683 • 1/2 2 1116 1476 1223 1617 1412 1868 1729 2287 3 -1/4 2282 2312 2500 2533 2886 2925 3535 3582 5/8 3 -1/8 2180 2180 2388 2388 2758 2758 3377 3377 - 4 3157 2711 3458 2970 3994 3430 4891 4201 3/4 3 -3/4 2866 3765 3139 4125 3625 4763 4440 5833 4 -3/4 4085 4085 4475 4475 5168 5168 6329 6329 1 Values are for single anchors with no edge distance or spacing reduction For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85 For all - lightweight concrete, multiply values by 0 75. See ACI 318 -05 D.3 4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 D 4 4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the pullout strength N by the strength reduction cli factor of 0 65 and dividing by an a of 1 4 according to ICC ESR -1917 Section 4 2. See Table 2 for N This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. /'c Npn.c,i' c = Al pn,cr 2500 322 Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hiiti.com I en espanol 1- 800.879 -5000 I Hilti (Canada) Corp 1 -800- 363 -4458 I www.hilti.ca I Product Technical Guide 2008 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 Table 8 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Shear (ASD), Steel (Ib) Nominal Allowable Steel Capacity, Static Shear Anchor Diameter Carbon Steel Stainless Steel 3/8 1669 2661 1/2 2974 3194 5/8 4901 5495 3/4 7396 9309 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure 2 Allowable static shear loads are calculated by multiplying V, by the strength reduction factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4 2 See Table 2 for V, . Table 9 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal- Weight Cracked Concrete, Condition B (Ib) Concrete Compressive Strength Nominal Embedment f'c= 2500 psi f'c= 3000 psi f'c= 4000 psi f'c= 6000 psi Anchor Depth h Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless Diameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1006 1037 1102 1136 1273 1312 1559 1607 2 1065 1212 1167 1328 1348 1533 1651 1878 1/2 3 - 1/4 2178 2207 2386 2418 2755 2792 3375 3419 3 - 1/8 2081 2081 2280 2280 2632 2632 3224 3224 5/8 4 3014 2588 - 3301 2835 3812 3274 4669 4010 3 -3/4 2736 3594 2997 3937 3460 4546 4238 5568 3/4 4 - 3/4 3900 3900 4272 4272 4933 4933 6042 6042 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD in accordance with Table 5 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See ACI 318 -05 D.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 D.4.4 is not provided, or where pullout or pryout strength governs For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable seismic tension loads for 2,500 psi are calculated by multiplying the pullout strength N by the strength reduction 4j factor of 0.65, then multiplying by a 0 75 factor describe in ACI 318 -05 D 3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2 • See Table 2 for N This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. /'c Npn,a,f'c = Nen,cr V 2500 Table 10 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (Ib) Nominal Allowable Steel Capacity, Seismic Shear Anchor - - Diameter Carbon Steel Stainless Steel 3/8 999 1252 1/2 2839 3049 5/8 4678 5245 3/4 6313 6477 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable seismic shear loads are calculated by multiplying V mses by the strength reduction factor of 0.65, then multiply by 0.75 as per ACI 318- 05 D.3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 42. See Table 2 for V . HAI, Inc. (US) 1- 800 - 879 -8000 I' www.us.hiltl.com I en espafiol 1 -800- 879 -5000 I Hitt (Canada) Corp. 1- 800 -363 -4458 I www.hllti.ca I Product Technical Guide 2008 323 Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor Table 11 - Kwik Bolt TZ Carbon Steel Allowable Tension and Shear Loads (ASD), Installed into the Underside of a Lightweight Concrete over Metal Deck SIab1,2,3 Nominal Embedment Tension Tension Shear Shear Anchor Depth h Seismic non- Seismic Seismic non - Seismic Diameter (in.) (Ib) (Ib) (Ib) (1b) 3/8 2 709 743 944 989 1/2 2 709 743 1330 1393 1/2 3 -1/4 1272 1333 2192 2296 5/8 3 -1/8 971 1017 2039 2136 5/8 4 2255 2362 2677 2804 1 Pullout strength values Npn.deck are for anchors installed in lightweight concrete having a minimum 2,500 psi compressive strength at the time of installation. See Table 3 ESR -1917. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strength may be adjusted for other lightweight concrete compressive strengths according to ICC ESR -1917 Section 4.1.3 using the following equation: _ Pc Npn,decc = Npn,deck V 2500 (Ib, psi) 2 Minimum anchor spacing along the flute shall be the greater of 3.0 h or 1.5 times the flute width in accordance with ICC ESR -1917 Section 4.1.3. 3 Anchors in the lower flute may be installed with a maximum 1 -inch offset in either direction. See Figure 5 in ESR -1917. 4 Allowable seismic tension and shear loads are calculated by multiplying Npn.deck and Vs,.deck by the strength reduction i factor of 0.65, the seismic reduction 4) factor of 0.75 according to ACI 318 D3.3.3, and then divided by an a of 1.1 according to ICC ESR -1917 Section 4 2. 5 Allowable non - seismic tension and shear loads are calculated by multiplying Npn,deck and Va,deck by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4 2. Table 12 — Kwik Bolt TZ Length Identification System Length ID marking A B C D E F G H I I J K L M N 0 P 0 R ST U VW on bolt head - Length of From 1 2 2 3 3 4 4 5 5 6 6 7 7 8 81/2 9 9 10 11 12 13 14 15 anchor, Up to but eanch (in.) not 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 11 12 13 14 15 16 including Figure 4 — Bolt Head with Length Identification Mark and Kwik Bolt TZ Head Notch Embossment I .- .i t' - / 1r t, ¢_ I. - p Y. 324 Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espanol 1- 800- 879 -5000 I Hilti (Canada) Corp. 1- 800- 363 -4458 I www.hilti.ca I Product Technical Guide 2008 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.4 Kwik Bolt TZ Anchor Installation Instructions into normal- weight and lightweight concrete • }`= ■i 1. Hammer drill a hole to the same nominal 2. Clean hole. diameter as the Kwik Bolt TZ. The hole depth must exceed the anchor embedment by at least 1/4 inch. The fixture may be used as a drilling template to ensure proper anchor location. } r ����IIIIIIIIIIIII! I E" Via I iii -1 I 3. Drive the Kwik Bolt 17 into the hole using 4. Tighten the nut to the recommended a hammer. The anchor must be driven installation torque. until at least 4 threads are below the surface of the fixture. Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espanol 1- 800 -879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 I www.hilti.ca I Product Technical Guide 2008 325 Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.5 Kwik Bolt TZ Anchor Ordering Information Item No. Description Length (n.) Thread Length (in.) Box Quantity 387509 KB -TZ 3/8x3 3 7/8 50 387510 KB -TZ 3/8x3 -3/4 3 -3/4 1 -5/8 50 387511 KB -TZ 3/8x5 5 2 -7/8 50 387512 KB -TZ 1/2x3 -3/4 3 -3/4 1 -5/8 20 387513 K8-TZ 1/2x4 -1/2 4 -1/2 2 -3/8 20 387514 KB -TZ 1/2x5 -1/2 5 -1/2 3 -3/8 20 387515 KB -TZ 1/2x7 7 4 -7/8 20 387516 KB -TZ 5/8x4 -3/4 4 -3/4 1 -1/2 15 387517 KB -TZ 5/8x6 6 2 -3/4 15 387518 KB -TZ 5/8x8 -1/2 8 -1/2 5 -1/4 15 387519 KB -TZ 5/8x10 10 6 -3/4 15 387520 KB -TZ 3/4x5 -1/2 5 1/2 1 -1/2 10 387521 KB -TZ 3/4x8 8 4 10 387522 KB -TZ 3/4x10 10 6 10 387523 KB -TZ SS304 3/8x3 3 7/8 50 387524 KB -TZ SS304 3/8x3 -3/4 3 -3/4 1 -5/8 50 387525 KB -TZ SS304 3/8x5 5 2 -7/8 50 387526 KB -TZ SS304 1/2x3 -3/4 3 -3/4 1 -5/8 20 387527 KB -TZ SS304 1/2x4 -1/2 4 -1/2 2 -3/8 20 387528 KB -TZ SS304 1/2x5 -1/2 5 -1/2 ..3 -3/8 20 387529 K8-TZ SS304 1/2x7 7 4 -7/8 20 387530 KB -TZ SS304 5/8x4 -3/4 4 -3/4 - 1 -1/2 15 387531 KB -TZ SS304 5/8x6 6 2 -3/4 15 387532 KB -TZ SS304 5/8x8 -1/2 8 -1/2 5 -1/4 15 387533 KB -TZ SS304 5/8x10 10 6 -3/4 15 387534 KB -TZ SS304 3/4x5 -1/2 5 -1/2 1 -1/2 10 387535 KB -TZ SS304 3/4x8 8 4 10 387536 KB -TZ SS304 3/4x10 10 6 10 411727 KB -TZ SS316 3/8x3 3 7/8 50 . 411731 KB -TZ SS316 3/8x3 -3/4 3 -3/4 1 -5/8 50 411733 KB -TZ SS316 1/2x3 -3/4 3 -3/4 1 -5/8 20 411734 KB -TZ SS316 1/2x4 -1/2 4 -1/2 2 -3/8 20 411736 KB -17 SS316 1/2x5 -1/2 5 -1/2 3 -3/8 20 411737 KB -TZ SS316 5/8x4 -3/4 4 -3/4 1 -1/2 15 411739 KB -TZ SS316 5/8x6 6 2 -3/4 15 411740 KB -17 SS316 3/4x5 -1/2 5 -1/2 1 -1/2 10 411741 KB -TZ SS316 3/4x10 10 6 10 326 MU, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espanol 1- 800 - 879 -5000 I HMI (Canada) Corp. 1- 800 -363 -4458 I www.hilti.ca I Product Technical Guide 2008 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.6 Kwik Bolt TZ Anchor Sample Calculations Given (2) 1/2 in. KB -TZ anchors under t AN static tension load as shown. 1 . �_ 1.5k, h = 3.25 in. MIN-IM Normal wt. concrete, fc = 3,000 psi No supplementary reinforcing. I s =6" Assume uncracked concrete. ___ ._._ __ Condition B per ACI 318 -05 0.4.4(c) I t ' 1 15hef Calculate the allowable tension load 1,5h I c = 4" for this configuration. Calculation per ACI 318 -05 Appendix D and ICC ESR -1917. Code Ref. Reference Step 1. Calculate steel strength of anchor in tension: 4) N 4 w n • N = 0.75 • 2 • 10,706 = 16,059 lb D.5.1.2 Table 2 D.4.4 Step 2. Calculate concrete breakout strength of anchor in tension. See ESR -1917 for edge factor W • _ AN D.5.2.1 ESR -1917 Ncbg A Nco ( ec,N) (' 1 'ed,N,c.N ) (`• `cp,N ) IN 4.1.2 Step 2a. Verify minimum member thickness, spacing and edge distance: 2.375, 5.75 D.8 Table 2 // = 6 in s 6 in •. ok sin Fig. 2 c 4 in. > 3.5 in. .•. smin defaults to 2.375 in. • 2.375 controls 3.5, 2.375 6 in. > 2.375 in. ... ok 1) Cm,n Step 2b. Check:1.5h = (1.5) (3.25) = 4.88 in. > c 3.0h = (3) (3.25) = 9.75 in. > s D.5.2.1 Table 2 Step 2c. Calculate ANco and AN for the anchorage: Aw = 9h = (9) (3.25)' = 95.1 in' . AN = (1.5) (h + c) (3) (b + s) = [(1.5) (3.25) + 4] [(3 x 3.25) + 6] = 139.8 in' < 2,4 140 .•. ok D.5.2.1 Table 2 Step 2d. Calculate IP eC,N : eN' = 0, 'I�eC N = 1 D.5.2.4 Step 2e. Calculate Nb : Nb = k F (h = 17 30 (3.25)' = 5,456 lb D.5.2.2 Table 2 Step 2f. Calculate modification factor for edge distance: l ied,N = 0.7 + 0.3 (1.5) (3.25) = 0.95 D.5.2:5 Table 2 Step 2g. ''rc,N = 1.4 (uncracked concrete) D.5.2.6 Table 2 Step 2h. Calculate modification factor for splitting: I coN 1.5h a ,min e 4 check: = 0.53: (1.5) (3.25) 1.5h D.5.2.7 Table 2 = 0.65 0.53 < 0.65 .'. controls = cac lac 7.5 7.5 lac Step 2i. Calculate N : N = (139' J 1 (1) (0.95) (1.4) (5,456) (0.65) = 6,983 lb D.5.2.1 Table 2 `95. Step 3. Check pullout strength: See ESR -1917 for adjustment for concrete strength Table 2 r l f 1 lb D.5.3.2 Npn,t'c ( = 2 I Npn, unr� f' = 2 (5,515) J L 3000 ESR -1917 J L 2 500 J L V 2500 i 4.1.6 Step 4. Controlling strength: 4) N = (0.65) (6,983) = 4,539 lb < (I) N .'. 43 N controls 0.4.4(c) Table 2 Step 5. Convert value to ASD: T 4,539 = 3 lb avow = 1.4 - Table 5 Hilti, Inc. (US) 1- 800 -879 -8000 I www.us.hilti.com I en espaiol 1 -800- 879 -5000 I Hilti (Canada) Corp. 1- 800 -363 -4458 I www.hilti.ca I Product Technical Guide 2008 327 II_: 1f � Hilti Product Technical Guide In The United Sates In Canada • PAYMENT TERMS: Net 30 days from date of invoice. Customer agrees to pay all PAYMENT TERMS: Net 30 days from date of invoice. costs incurred by Hilti in collecting any delinquent amounts, Customer agrees to pay all costs incurred including attorney's fees. by Hilti in collecting delinquent amounts, if FREIGHT: All sales are F.O.B. Destination with transportation allowed via Hilti any, including reasonable attorney's fees. designated mode. Delivery dates are estimates only. Additional FREIGHT: Sales are F.O.B. Destination Point with charges for expedited shipments, special handling requirements, transportation allowed via Hilti designated and orders below certain dollar amounts shall be the responsibility mode. Additional charges may apply for of Customer. Fuel surcharges may apply depending on market expedited delivery, special handling conditions. requirements, and order under certain CREDIT: All orders sold on credit are subject to Credit Department approval. limits. A fuel surcharge may apply depending on market conditions. RETURN POLICY: Products must be in saleable condition to qualify for return. CREDIT: All orders sold on credit are subject to Saleable condition is defined as unused items in original Credit Department approval. undamaged packaging and unbroken quantities and in as -new condition All returns are subject to Hilti inspection and RETURN POLICY: Product may be returned prepaid (unless acceptance, and a 6125 restocking charge rf returned more otherwise authorized) to Hilt) provided than 90 days after invoice date. Proof of purchase is required ) it is returned by the original purchaser for all returned materials. Special orders products and discontinued items are not eligible for return credit. Dated n) it is not dated product returned more materials are only returnable in case quantity, and within 30 than 30 days after the original delivery days atter invoice date. date WARRANTY: Hilt, warrants that for a period of 12 months from the date it sells a nq it is not discontinued, clearance or product it will, at its sole option and discretion, refund the purchase special order product price, repair, or replace such product rf it contains a defect in iv) it is unused, in original packaging and material or workmanship. Absence of Hilti's receipt of notification of in unbroken quantities. any such defect within this 12 -month period shall constitute a waiver of all claims with regard to such product. Hilt, will inspect product and, if the above THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER customer th e are satisfied, purchase pri o to customer the original purchase price. A WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT 15% restocking fee may apply. LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Hilts shall in no WARRANTY: Other than the manufacturers published event be liable for, and Customer hereby agrees to indemnify Hilts warranty, no warranties or conditions, against all claims related to special, direct, indirect, incidental, express or implied, written or oral, consequential, or any other damages ansing out of or related to the statutory or otherwise are implied. 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It shall be Customer's sole responsibility to comply with all applicable laws and regulations regarding the handling use, transportation, or disposal of products upon taking possession of same. AUTHORIZATION: HILT' LEGAL DEPARTMENT PERSONNEL ARE THE ONLY INDIVIDUALS AUTHORIZED TO MODIFY THESE TERMS AND CONDITIONS. WARRANT PRODUCT SUITABILITY FOR SPECIFIC APPLICATIONS, OR EXECUTE CUSTOMER DOCUMENTS, AND ANY SUCH ACTION IS NULL AND VOID UNLESS IN WRITTEN FORM SIGNED BY SUCH INDIVIDUAL. Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espanol 1- 800 - 879 -5000 I Hilti (Canada) Corp. 1 -800- 363 -4458 I www.ca.hilti.com I Product Technical Guide 2008 FDLCD ,n,w,n,.tolco.com a brand of NIBCO• Revision 5/24/2001 • Fig. 200 - "Trimline" Adjustable Band Hanger O c . L US LISTED Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping ,t, 3. r % purposes. Knurled swivel nut design permits hanger - ;S j f adjustment after installation. r - r l i,' ) ( .� —' -1 Features — -I+.- " :yl ,`` / J F • (1/2" thru 2 ") Flared edges ease installation for i J , 4 1 7i , ! / �J �, 1 all pipe types and protect CPVC plastic pipe from / , abrasion. Captured design keeps adjusting nut \ �' '/ • l ,.' from separating with hanger. Hanger is easily e I / . 1 `;` • _ j / I : , installed around pipe. ! f' li I I (` . ( fl ,/ • (2 thru 8" Spring tension on nut holds it A 1! ' i s !I / 1 ; j� '�. 1(i // .`' iS � - •� securely in hanger before insta Adjusting -,--h ; ,i = nut is easily removed. •-,,.• ' , J -- ' .-% 17 Approvals — Underwriters' Laboratories listed (1/2" thru 8 ") in the USA (UL) and Canada (cUL) for steel /' and CPVC plastic pipe and Factory Mutual Engineering Y „, Approved (3/4” thru 8 "). Conforms to Federal 1/2 THRU 2 INCH PIPE 2 1/2 THRU 8 INCH PIPE Specifications WW -H -171 E, Type 10 and Manufacturers Standardization Society SP -69, Type 10. — Maximum Temperature — 650 °F s: Finish — Mil. Galvanized. For Stainless Steel materi- • — - / als, order TOLCOT"" Fig. 200WON. ; y ' , Order By — Figure number and pipe size 1 I � , ,. Ii s'\ .r li i;, ii ';1 II II IS / 11 A I II i � i ,. //r , V.�� ii, Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 31/2 2% 400 11 . 3/4 3/8 8mm or 10mm 31/2 21/2 400 11 1 3/8 8mm or 10mm 3% 2% 400 12 1' 3/8 8mm or 10mm 334 21/2 400 13 _ 11/2 3/8 8mm or 10mm 31 2% 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 212 3/8 10mm 5% 41 600 27 3 3/8 10mm 5%e 4 600 29 31/2 3/8 10mm 7% 5IA 600 34 4 3/8 10mm 7% 5 1000 35 5 1/2 12mm 91/2 6Y4 1250 66 6 1/2 12mm 101/2 6 1250 73 8 1/2 12mm 131/2 83 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH. 951 737 5599 • FAX 951 737 0330 84 CUSTOMER SERVICE • 800.786 5266 www.lolco.com a o I�_owr i g 4tren'gth 3 @ [ Pipe o Exceptional hydraulics Dyna -Flow Specifications NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR o Lightweight and easy to install In; mm In; mm Lbs /Ft; kg /m Lbs /Ft; kg /m Unthreaded 1" 1.191 0.830 1.31 2.41 o Available factory roll 25 30.3 1.2 195 — grooved 11/4" 1.536 1.059 1.87 155 32 390 1 6 2.78 — • ABFII coated ID 1W' 1.728 1 667 271 344 40 43.9 2.5 4.03 — e UL and cUL listed 2" 2.203 2.104 3 19 2.78 o FM approved 50 56.0 3.1 5.64 — 2'h" 2.703 2.564 5.10 160 65 68.7 3.8 7 59 — O The original high- strength 3" 3.314 3.387 7 18 1.48 light wall sprinkler pipe 80 84.2 50 10.69 — with superior hydraulics. 4" 4 310 4.473 10 86 100 90 109.5 6 7 16.16 Dyna -Flow. is the "original" high- strength light wall sprinkler pipe. With outstanding 0 C ® hydraulic capabilities, Dyna -Flow is recognized as the most popular alternative ® Superior Coating O American Made �J to Schedule -10 pipe. Lightweight and easy Meets "Buy American" requirement and is to cut , Dyna-Flow is a valuable addition to Dyna Flow products are coated with an e through di re e I y environmentally approved and specially available ailahl. through stril tars in ;h. SA, LISA, any fire protection system. formulated modified acrylic or water -based Canada, Mexico and Latin America. With an inside diameter (ID) of up to coating. This durable coating is paintable 11% larger than Schedule -40 and up and acts as an excellent primer while ® Specifications & Approva s to 7% larger than Schedule -10, Dyna- resisting weather and UV degradation Dyna -Flow pipe is manufactured to meet Flow pipe hydraulics are exceptional. from outdoor storage. ASTM A - 795 Type E, G &ade A and is in Larger ID's enable Dyna -Flow and related compliance with NFPA - 13 and NFPA components to be down -sized within the The internal surface of all black Alli Tube All sizes of Dyna - Flow are aJL and cUJL system, increasing the potential for job & Conduit Fire Sprinkler pipe products listed and FM approved. cost savings. For complete Hazen Williams up to 4.500" in diameter is coated with charts, refer to "Dyna Flow Hydraulic Data our new Antibacterial Formula, "ABFII ". Dyna -Flow is UL and cUL listed for use Tables ". In scientific laboratory tests, .ABI proved with roll grooved, plain - end and welded to have superior resistance to microbial joints for wet, dry, pre- action and deluge . Dyna -Flow pipe has metallurgical colonization of pipe walls, thereby systems. It is FM approved for roll grooved, properties that provide excellent inhibiting or possibly preventing the onset plain end and welded joints for wet fabrication characteristics for end prep of P''vlicrobiologically Influenced Corrosion systems. Dyna -Flow is available "hot -dip" - finishes, welding and roll grooving. There (MIC) upon installation and the first 25 galvanized** and has been specifically are no special processes or equipment flushes of the fire sprinkler system.* approved by FM for dry system uses. needed for fabrication and installation Dyna - Flow complies will NFPA 13 and is rated at 300 psi working pressure. • see ABFII W3I131i1'V • must be ordered in 10 bundle Increments P - a lIied Customer Service (800) 882 -5543 Fax: (708) 339 -1806 TUBE & CONDUIT 16100 S Lathrop • Harvey, IL 60426 1 11350 Norcom Rd. • Philadelphia, PA 19154 1 2525 N 27th Ave. • Phoenix, AZ 85009 S2 -3 Schedule-1O® Fully Listed and FM Approved Sprinkler Pipe - When ou s eci Schedul -10 /Schedule =40 s p rinkler - a ou et a UL listed and a roved roduct ese Y P fY P pipe Y g PP P g 1i th products do not require separate approvals, Schedule -10 /Schedule -40 gives you the extra quality assurance you demand. Our Sch -10 (1 / "- 8 ") pipe and Sch -40 (I " -2% ") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Galvanized Pipe - Sch•40 Specifications . NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ WI/Lift (21') Wt/Lift (24') Wt/Lift (25') Schedule - /Schedule - product can be In; mm In, mm Lbs/Ft; Kg /m Lbs /FY Kg /m Lift Lbs; Kg Lbs; Kg Lbs; Kg "hot -dip" galvanized to meet FM requirements for dry systems in 1' 1.049 1.680 2.05 70 2,470 2,822 2,940 . accordance with the zinc coating 25 26.6 2.5 3.05 70 1,120 1,280 1,334 specifications of ASTM A -123. 1W 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 Superior Coating 1Yf 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 . 1,140 1,303 1,357 Our advanced formula mill coating of- 2' 2.067 3.650 5.13 30 2,300 2,628 2,738 fers a clean, durable surface. It is also 50 52.5 . 5.4 7.63 30 1,043 1,192 1,242 paint -ready for custom color applications 21/2° 2.469 5.790 7.86 19 2,310 2,640 2,750 without special preparation. 65 =62.7 8.6 11:73 19 1,048 1,197 1,247 The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe Sch•10.Specifications products up to 4.5000" in diameter is coated with our new Antibacterial For- NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wt/Lift (21') Wt/Lift (24') WI/Lift (25') mula, "ABF ". In scientific laboratory In; mm In; mm Lbs /Ft; Kg /m Lbs /Ft; Kg /m Lift Lbs; Kg Lbs; Kg Lbs; Kg test, ABS proved to have superior resis- 1' 1.097 1.400 1.81 91 2,675 3,053. 3,185 tance to microbial colonization of pipe 25 27.9 2.1 2.70 91 1,213 1,385 1,445 walls, thereby delaying or possibly pre- 1'/4 1.442 1.810 2.52 61 2,319 2,664 2,760 venting the onset of Microbiologically 32 36.6 2.7 3.75 61 1,052 1,208 1,252 Influenced corrosion (MIC when he 1W 1.682 2.080 3.04 . 61 2,664 3,045 3,172 irs p In'"er Sys en is irs ins all d. 40 42.7 3.1 4.52 61 1,208 1,381 1,439 American Made • 2' 2.157 • 2.640 4.22 , 37 2,051 2,344 2,442 50 •54.8 3.9 6.28 37 930 .. 1,063 1,108 Meets "Buy American" requirement 2W , 2.635 3.530 ' 5.89 30 2,224 2,542 2,648 and is available through distributors in • 65 • 66.9 5.3 8.77 30 1,009 1,153 1,201 the USA, Canada and Mexico. 3' 3.260 4.330 7.94 . 19 1,728 1,975 2,057 Specifications & Approvals 80 82.8 6.4 11.82 19 784 896 933 4° 4.260 5.610 11.78 19 2,238 2,558 2,665 Schedule -10 /Schedule -40 pipe are in 90 108.2 8.3 17.53 19 1,015 1,160 1,209 compliance with the following: 5' 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 ASTM A -135, and NFPA 13. Both pipe 6° 6.357 9.290 23.03 10 1,951 2,230 2,322 products have a working pressure rating 150 161.5 13.8 34.27 10 885 1,012 1,053 of 300 psi maximum and also meet the 8' 8.249 16.490 40.15 7 2,424 2,770 2,885 stringent requirement for the following 200 209.5 24.5 59.75 7 1,100 1,256 1,309 tests: • Welded Outlets GI 41: 0 • Hydrostatic Pressure Listed Approved Listed • Side Wall Rupture • Vibration Test VICO / Flow Control 7 allied 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S5 - 3 • Tyco Fire Suppression & Building Products • Page 1 of • Fire Suppression Find TD Sheet, or SIN No ! I C � w�� &rBuilding; Product - Search by Keyword I II Material Specifications (0 NO FIRE PROTECTION PRODUCTS p • • Central Grooved Piping Products are domestically manufactured in our state of the art ductile iron foundry. The applicable material specifications for ductile iron, galvanizing and rubber - injection apply. • Housing / Fitting Specifications: ASTM A -536 - Standard Specification for Ductile. Iron Castings Grade 65 -45 -12 ' Tensile Strength, minimum psi - 65,000 Yield Strength, minimum psi - 45,000 Elongated in 2" or 50mm, minimum % - 12 ASTM A -153 - Standard Specification for Hot Dip Galvanizing - Gasket Specifications: • Grade 'E' EPDM gaskets have a green color code identification and conform,to ASTM D -2000 for service temperature from -30 °F ( -34 °C) to 230 °F (110 °C). They are recommended for hot water not to exceed 230 °F (110 °C), plus a variety of dilute acids, oil free air and many chemical services. They are not recommended for petroleum services. Grade 'T'.Nitrile gaskets have an orange color code identification, and conform to ASTM D -2000 for service temperatures from -20 °F ( -29 °C) to 180 °F (82 °C). They are recommended for petroleum products, vegetable oils, mineral oils, and air with oil vapors. • Grade 'A' EPDMA gaskets have a violet color code identification, and conform to ASTM D -2000 for fire protection services. They are not recommended for hot water services. For dry pipe or freezer systems, use tri -seal Grade 'E' gaskets. . • . Bolt / Nut Specifications: Bolts and Nuts: Coupling bolts and nuts are heat treated carbon steel, oval -neck track head bolts and heavy hex nuts, conforming to ASTM A -183 with a minimum tensile strength of 110,000 psi. Bolts and nuts are Zinc electroplated. Paint Specifications: Orange - non lead (standard) Fire Brigade Red - non lead (optional) • © 2010 Tyco Fire Suppression & Building Products I All Rights Reserved. I Careers I Privacy Policy http: / /www.tyco- fire.com /index.php ?P= gmatl &B = 3/10/2010 • • • • ERICO Phone: 1-440- 248 -0100 34600 Solon Road Fax: 1-440- 248 -0723 • - - Solon, - Ohio 44139 www - - U.S.A. • CERTIFICATE OF ORIGIN Date: March 11, 2010 To Whom It May Concern: ERICO International Corporation hereby certifies that the materials stated within (or attached herein) have been inspected and reviewed for Country of Origin per our evaluation standards. All material noted herein that has been manufactured in the United States will have an origin of "USA" unless noted otherwise. • ERICO® CADDY® HANGERMATE® Rod Hangers; HMZG365, HMZG730, HMZH455, HMZH475, HMZH476, HMZG160, HMZG471, HMZG470, HMZH665, HMZG31 HMZG650. This letter serves as certification of our Country of Origin (COO) for the aforementioned (or attached) ERICO products, and is given as of the date of this letter. Due to market demand, volatile fluctuations in commodity or raw material pricing and deviations in supplier material quality performance, ERICO may change suppliers from time to time and as such the COO may be subject to change. Regardless of material supplier, ERICO continuously strives to exceed industry standards • in the quality of our materials and in the workmanship of our products, and all products are warranted to meet their designated specifications and to be free of defect as indicated in ERICO's product instruction sheets and training materials. ERICO products are.warranted to be free from defects in material and workmanship at • time of shipment, per our warranty and our terms and conditions of sale. . . If you need further assistance, or if you have additional questions about our COO designation, please do not hesitate to contact our Customer Service team at: 1- 440 - 248 -0100. best Regards, pick Lees Sr. Technical Support Specialist ph one: 440,542.5923 Fax: 800.299,2802 email rlees @erico.com ERICO International Corporation Customer Service Team CADDY • ERICO • ERIFLEX • ERITECH • LENTON® c, • r P POTTER - . e • The Symbol of Protection Potter Electric Signal Company LLC/5757 Phantom Dr. Suite125 /Hazelwood, Missouri 63042 1-800-325-3936/314-595-6900/FAX: 314-595-6999 • March 15,.2010 • • CERTIFICATE OF ORIGIN & COMPLIANCE • THE POTTER ELECTRIC SIGNAL COMPANY DOES HEREBY CERTIFY THAT . PRODUCT(S) LISTED ARE OF POTTER ELECTRIC SIGNAL COMPANY OF ST. LOUIS, MO., AND ARE MANUFACTURED IN THE UNITED STATES OF AMERICA. THE POTTER ELECTRIC SIGNAL COMPANY DOES HEREBY CERTIFY THAT THE FOLLOWING PRODUCT (S) ARE IN FULL COMPLIANCE WITH ALL TEST, CALIBRATION, AND INSPECTION SPECIFICATIONS OF THE POTTER ELECTRIC SIGNAL COMPANY'S QUALITY ASSURANCE PROGRAM. VSR -2" - 10" FLOW SWITCHES P510 PRESSURE SWITCHES - PS40 SWITCHES • THE POTTER ELECTRIC SIGNAL COMPANY IS CERTIFIED TO ISO 9002 QUALITY MANAGEMENT SYSTEM BY LPC -B OF ENGLAND ON CERTIFICATE #125 ISSUE 6. • . tWat Withe/41949/n/ BILL WITHERSPOON COMPLIANCE SYSTEMS ADMINISTRATOR • TOLCO Phone: 951.737.5599 • IV Mt= 1375 Sampson Avenue Fax: 951.737.0330 " .w. Corona, CA 92879 www.tolco.com a brand of �BCO 3/24/2010 Harvey & Price Attn: Pat Loome 2015 Nugget Way Eugene, OR 97403 Re: Certification of Origin and Compliance for TOLCO Fig. 4A, Fig. 4L, Fig. 99, Fig. 100, Fig. 200, Fig. 200WON, Fig. 202, Fig. 200H, Fig. 2, Fig. 909, Fig. 1000 and Fig. 907 Dear Sir, This letter is to certify that TOLCO manufactures its products to meet the highest standards of the industry. As a minimum TOLCO products conform to Manufacturers Standardization Society MSS- SP -58. In addition, the TOLCO • Figure numbers 4A, 4L, 200, 200WON, 200H, 2, 909, 1000, and 907 referenced above are U.L. listed and approved for Fire Sprinkler installations per NFPA 13. More detailed information regarding these products as well as approvals of other products can be found in our published catalogs. • • The above mentioned - Figure numbers 4A, 4L; 200, 200WON, 200H, 2, 909, 1000, and 907 are domestically manufactured in our Corona, CA USA facility. The above mentioned Figure numbers 99,100 and 202 are of non - domestic origin. If required to be of domestic origin we may be able to special quote upon request. If you should have any questions regarding these or other TOLCO products, please feel free to contact the undersigned. Sincerely, Greg Shaughnessy Director — TOLCO Marketing • • C.I. THREADED 'FITTINGS. STAR ®PIPEPRODUCTS - - - - - LISTED LISTED APPROVED " For fire protection services request submittal GRS 1.3 Cast iron threaded fittings are UL, ULC listed and factory mutual approved for 300 psi service. Gray iron per ASTM Al26 class B. Dimensions conform to ANSI 816.4 class 125 1-- _ i _ a _� , except plugs conform to ASME B16.14. Threads are NPT per ANSI /ASME B1.20.1. -7 - I � f r • A 4 -'- ' CAST IRON STRAIGHT TEE • . CAST IRON 90 DEGREE ELBOW NOMINAL ITEM MAX. DIMENSIONS WEIGHT ' NOMINAL ITEM MAX. DIMENSIONS WEIGHT SIZE CODE WORKING EACH SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE (INCH) # P.S.I. A B PIECE 1' CT333 300 :. 1.50 1.50 1.21 1 CB90033 300 1.50 1.50 0.95 11/4 CT444 300 1.75 1.75 1.87 11/4 CB90044 300 1.75 1.75 1.34 11/2 • CT555 300 1.94 1.94 2.51 . 11/2 CB90055 300 1.94 1.94 1.80 2 CT666 300 2.25 2.25 3.96 2 CB90066 300 2.25 2.25 2.90 21/2 CT777 ' 300 2.70 2.70 6.45 ' 21/2 CB90077 300 2.70 2.70 4.75 - i ` G f ` - T '.0. \ \ `L CAST IRON RED. COUPLING r• I . • NOMINAL ITEM MAX. DIMENSION WEIGHT CAST IRON 45 DEGREE ELBOW SIZE CODE WORKING EACH (INCH) # P.S.I. A PIECE NOMINAL ITEM - MAX. DIMENSIONS WEIGHT 1X1/2 CRCO31 300 1.70 • 0.62 SIZE CODE WORKING EACH . 1X3/4 CRCO32 300 1.70 0.80 (INCH) ' # P.S.I. . A B PIECE • [..Y, a --I 1 CB45033 300 1.12 1.12. 0.84 . 11/4 CB45044 300 1.29 1.29 1.40 1' 1/2 CB45055 300 ' 1.43 1.43 1.80 ` 2 CB45066 300 1.68 1.68 2.79 • A LL_:'' . CAST IRON RED. 90 DEG. ELBOW • NOMINAL ITEM MAX. DIMENSIONS WEIGHT - SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE _ � ! )1 _ 1X1/2 • CB90031 300 1.26 1.36 0.64 1X3/4 CB90032 300 1.37 1.45 0.87 CAST IRON PLUGS 1 1/4X1/2 CB90041 300 1.34 1.53 0.96 NOMINAL ITEM MAX. DIMENSION WEIGHT 1 1/4X3/4 CB90042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 1.67 1.16 SIZE CODE WORKING EACH 1 1/2x1 1/2 CB90051 300 1.41 1.66 1.17 (INCH) # P.S.I. A PIECE 1 1/2x3/4 CB90052 300 1.52 1.75 1.28 1/2 CPL001 300 0.94 0.10 1 1/2X1 CB90053 300 1.65 1.80 1.51 3/4 CPL002 300 1.07 0.17 1 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 1 CPL003 300 1.25 0.28 2X1/2 CB90061 300 1.49 1.88 2.00 11/4 CPL004 300 1.36 0.44 2X3/4 CB90062 300 1.60 1.97 2.05 11/2 CPL005 300 1.45 0.62 2X1 CB90063 300 1.73 2.02 2.10 2 CPL006 300 1.56 0.91 2X1 1/4 CB90064 300 1.90 2.10 2.30 2X1 1/2 CB90065 300 2.02 2.16 2.60 Page 19 . , . . , . „ • . . . . . • C.I. THREADED FITTINGS STAR' °PIPE PRODUCTS ..: ... _ .. _ LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 I - A - 1 - lj L F CAST IRON CROSS NOMINAL ITEM MAX. DIMENSIONS WEIGHT ( 1 B I SIZE CODE WORKING EACH 1 • ' 1 (INCH) # . P.S.I. A . B PIECE 1 8 t I ) i CX033 CX044 300 1.50 1.50 1.54 1 1/4 300 1.75 1.75 2.40 1112 CX055 300 1.94 1.94 3.10 I 2 CX066 300 2.25 2.25 4.00 1 1/4X1 CX043 300 1.58 1.67 2.05 1 1/2X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 2.02 2.75 . ' . . ' • - r a - A -i CAST IRON REDUCING TEE 1 NOMINAL ITEM MAX. DIMENSIONS WEIGHT • 1 _i___ ' SIZE CODE WORKING EACH _ _ _ _ I N (INCH) # P.S.I. A B C PIECE ■ L C ,.. ..,, J t.hiM MEM= MiLLaii MEM MEM MU= .1. _ LUE.el Malan! 300 MEMMEIlill MEIJI . 0 .. Eim =EMMA 300 0 1.50 1.5 • 1 El • ' INHEMINEI II 300 1.80 1.80 III IMEEMEME . INEMBIEM ■fifiriathill. MidriliMI MUM. REM MEM IMMMINglia. MagiggiLY:=MffIUMMMiLiMariLMMEIMMilitkjiMMUM IMEMEMENII 30( ' IHIREMEIMI . . . IIMEMEMI 300 Ellfflithilliffl i i 1 1/4X1 114X2 CT446 300 2.10 2.10 1.90 2.55 1 1/2X1X112 CT531 300 1.41 1.34 1.66 1.41 1 1/2X1X3/4 CT532 300 1.52 1.37 1.75 1.65 ietitALMIIIMIMMILIMELE:MaiLi:MMEIM M II rk Ki 5 FLUIIIMIEt LIM MIAMI MUM MEM 111EIMIIIIMAII = 1 WC Ei 5 1 -fr MILIEMIMIL=MILLMEILLM.LUMMUM i 1 WA 5 /OA /PM NadZiliii /MU= MUM MIELE a/LIM MUM I I 1 112X1 1/4X1 CT543 300 1.65 1.58 1.80 1.85 1 1/2x1 1/4x1 1/4 CT544 300 1.82 1.75 1.88 2.22 1 112x1 1/4x1 1/2 CT545 300 1.94 1.88 1.94 2.45 1 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 1 1/2X1 1/2X1/2 CT551 300 1.41 1.41 1.66 1.76 i. 1 1/2X1 1/2X3/4 CT552 300 1.52 1.52 1.75 1.87 1 1/2X1 1/2X1 CT553 300 1.65 1.65 1.80 1.94 1 112X1 112X1 1/4 CT554 300 1.82 1.82 1.88 2.29 1 1/2X1 1/2X2 CT556 300 2.16 2.16 2.02 3.28 P 2X1X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 CT646 300 2.25 2.10 2.25 2.80 2X1 112X112 CT651 300 1.49 1.41 1.88 2.09 2X1 112X3/4 CT652 ' 300 1.60 1.52 1.97 2.40 2X1 112X1 CT653 300 1.73 1.65 2.02 2.54 2X1 1/2X1 1/4 CT654 300 1.90 • 1.82 2.10 2.85 2X1 112X1 1/2 CT655 300 1.49. 1.41 1.88 2.24 2X1 112X2 CT656 300 2.25 2.16 2.25 3.75 2X2X1/2 .CT661 300 1.49 1.49 1.88 2.60 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 2X2X1 1/2 CT665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 CT667 300 2.60 2.60 2.39 5.10 • Page 20 ■1111111 1 GENERAL SPRINKLER NOTES MAXIMUM DISTANCE BETWEEN IWRGERS (FT-IN) WPA 17 - •ii( - .) ' •°•NIW SW 00) we ' • TT 1p f A'''/T r a' r 7 r r r 1 HARVEY ! PRICE 10 REVISE EXISTING WET SPRINKLER SYSTEM TO SUIT NEW CEIUNG AND WALL WW6 MI Nam LAYOU I. NEW HEADS TO MATCH E)DSTING HEADS BUT NOT TO MIX DIFFERENT HEAD TYPES N Loom. .011 17-• '7-• '►-• NI-• q - • 11 'M N - S Nw 111 IM SAME COMPARTMENT IF NEEDED MOW DOSING HEADS TO OTHER AREAS O SAME TYPE 'I•fAp LOMAL N/A q-• 'FO '1F• 1A-O •)-1 '+-• 'VA , I1 N/A NA NA ..4",,,,„„ 2 IT IS THE RESPONSIBILITY CF THE OWNER TO MAINTAIN THE INTEGRITY OF THE SPRINKLER SYSTEM - 4 N Nh m FIR O ,. ,. arc I F• • 7 • H TO RA NA NA Am NA ALL SPRINKLER SYSTEM MATERIALS SHALL BE U L. LISTED _J - -. 4. EXISTING MNNS. BRANOTLINES, AND SWAY BRACING ARE TO REMAN - _ tea' - B x T DTT1 ME P F ASTENER CHART 5 ALL HANGERS. PIPE. SWAY BRACNG, VALVES, SPRINKLERS, SPACING. ANO INSTALLATKN TO CONFORM ,�� • <•• - • EXSTNG / WITH NEPA 13 2007 EDITION k LOCAL AHJ STANDARDS & O VP TO r WS 4144-600 Wr u , =17,111 +R •u � tW R6•• I > fA. Hwa• p Siff S e $ l 'v Aw s q r y ,I WAS CLOP § 6 LINE UP ALL HEADS IN A UNIFORM MANNER THAT IS VISUALLY ORGANIZED AND I OLLOWS IIIII. • n U NEW BRANOILNE ewd F Y. 3-Ire r E.1.• MI GNId, WW LIGHTING LAYOUT n �_ S • , ... n '- • •, r MSC p 00.0:44 1 7 SPRINKLER SYSTEM SHALL MOT REO(JNE TESTNG IN EXCESS OF SYSTEM WORKING PRESSURE - ..Y Ire ( L A ID (NEPA 13 200 24.2.1.6) g 4 SUSPENDED r '/r a ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SKIN. INDICATING ITS FUNCTION, ATTAC•IED 10 IT = As B � \ r -,e • 9 A STOCK OF SPARE SPRNKLERS OF EACH STYLE, TYPE. AND TEMPERATURE RATING ALONG WIN A -TT ,W s NEW HEAD SPRINKLER WRENCH LOCATED SHALL BE LOTED AT THE MN RISER �" -- _ ID ANY PORTIN OF THIS SPRINKLER SYSTEM WHICH IS E7POSED TO FREEZING SHALL BE ADEQUATELY ARM—OVER/ E(� PROTECTED AGNNST THIS EXPOSURE. (NIC) TBP WAN GAY- Am. A1O p Cpl r _ 1 G [CUPANCY CLA551FICA TON IS ORDINARY HA ZARD GROlJP 2 (MERCANTILE). UNO DROP DETAIL 12 HANGER LOCATIONS SHOWN ARE APPROXIMATE, FIELD LOCATED PER NEPA 13 2007 EDITION HANGER DETAIL N. T. S. 13 APPROX. TOTAL AREA aBUILDING - 9.800 SO FT N.T.S. j - . 14. TIE RISER. FIRE DEPARTMENT CONNECTION. ALARM PANEL & BELL IS EXISTING • 15. THIS SYSTEM WILL INCLUDE A TAMPER AND A FLOW SWITCH, LOCAL WATERFLOW ALARM (EXISTNG) i ` � F � 11�� OR THE SYSTEM MILL BE LOCKED IN THE OPEN STATE. THE SYSTEM SHALL BE SUPERVISED BY A CENTRAL Z3 y X STATION. PROPRIETARY. OR REMOTE STATION SIGNALING SERVICE PER NEPA 13 2007 EDITION 8161.1 21 yLVE N K IFICE SIZES LEGEND a. ROUTING a PIPES SHOWN MAY NOT BE THEIR LOCATION LOCAT AS DETERMINED BY li HEAQIEGF ]5 '� .• "' °i �° !ad f ° S NAL D COORDINATION WITH OTHER TRADES PIPE PI TCH. AND FESI NG O AL GN LAYOUT. CUTTF STRUCTUR ,�, <apiE S' 1• li'^' �I- iC�f .- 7"71'I'•.I'"'`�pfi 'I�h.. .,i -C$S7 • � � ® La "�' w + •• , t MEMBERS SHALL NOT BE DONE UNLESS DIRECTED SO IN WR10NG BY THE ARCHITECT OR ENONEER $ N • mil muun. ^ "' �rT ..I• lgrs ■ ... * PENETRATIONS THROUGH FIRE RATED ASSEMBLES SHALL BE FIRE- STOPPED TO A LEVEL EQUAL TO • I I M WMI ^' '��A '�'^ •�"� ====',".= I r OR GREATER THAN THE RATED PARTITION. y 14Q I m ' � .s.R PUn �"� �- F r Ti A LL NEW PIPING 2' A SMALLER SHALL BE SCHEDULE 40 BLACK STEEL PIPE < .,or ..,, 43303 131311•33 NPUn. Woe AT�➢�i!.� I &((�� 'Q ∎L - _.. ! W/ CLASS 12S CAST IRON FITTINGS TlINGS CONFORMING W/ NEPA STANDARDS. UNO RN6 as :8 ALL NEW PPNG 1 1/2' a LARGER SHALL BE SCHEDULE ID CONTINUOUS BLACK WELD STEEL PIPE CR3JS?•PP &a &aT5" !n KEY MAP ( I NORTH W/ WE OR LDED AND / MECHANICAL TYPE FITTINGS CONFORMING W/ NEPA STANDARDS. UNO T9. NO CHANGE TO SYSTEM HYDRAULICALLY. RELOCATE ETOSTING HEAD LOCATIONS ONLY i J N. T.S. I EXISTING HEAD LOCATIONS NOT SHO FOR CLARITY G i LEGEND - , � n . fj t(E) aRANpINE/ ARY (VIER , (N) BRANCHLNE/ AM O,ER _IL.,, FY 1 } } } } } ' "I a I „-!II:''. 1 ,TM I ~1� I - I ” �, -r PIPE HANGER (REFER TO WAX) • �• • W � I 1 1 t 1 1 I - 7lOPNG APE In ,rrr _ - • tj','� '',,`f��ll��_ (E) POE RISE • , 4 4 14 J T: 'rr `' R i " ` ' ' - ' y 'r'" - (E) PIPE DROP ( r, :14-1,177. - S ". i l l 1, 7 �L POT PUG r 1 - t f G REVIEW 1. - 1 I • P } • M KM a�cnaa i R r I 1 J • �1 : 4 I , ,.,� _ 11 " TAO, r o L� I �yE d �.T } , • p _ o ADD EMU 1 I ¢k C . I R I } "" I 4 S i' V �, I • I , . I ' �J 1 � `, Irti' P'� 1 I r Oily for WrB(R,B ce with The / W qg I li date coescept I I I 1 I +' j .141 �+ 9 �• I with the IdermahaR Owe 4 ne do ns W o S Attry aloe b , . J I r . I , '- • ti ` 1r:4, 4 f'; v " q . r:, plots rd ahewm s a�Blz m mB nonhuman d DEB 8 Z v1 i LL .R..BIBaB IVlad1 ,Flee d ,_ �L_ C� ced4rd me Q z • Lr- - v - c yy 44.1r lYl c ' l ooaBetd at th loe BR hbEfaalan pFOCBBBBB s Ee chi z ¢ 1 �P- 1 _. J _ !! .. I - - - - !�' I ..... ^ . _ _ - _ - i r a F �E7N'•'.'N Wr t wiBScmry 0 '''42. f, j 'NBF01 II.R d �B +EIS ,, Pr f_Irrna c• •f Ile wort H,« BIS3tfEERi m FP.1 FIRE SPRINKLER PLAN 1 / = 1 • — a " ® SHEET 1 OF 1 I NORTH