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Home My WebLink About3600 Youngfield Street Suite 140i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type::: ; Job Address: (o,=-,�i.►st� 'tel �� ! `f �' Permit Number:) ❑ No one available for inspection: Time Re -Inspection required: Ye o, *When corrections have been made, call for re -inspection at 303-234-5933 Date: I, - )a nspector: l'�If I �_.._. DO NOT REMOVE THIS NOTICE _ A e H, m O w ) y C b oho U O 4.) c. N H 3 v Ol rX4 4J +.=+ w b W 1 'd U N 4JHx w m V a off ,0„ o Cd tyl w M °° W O d H 3 [T . • � F o. — a ma `I z -< wtyl own d� at rov o On 4J 10 � 44 N I� Q � Uryl d �U v W" A �+ or -L y ro 3 Oa ro Q Of ro r UU 44 c� o Wo 0 CAU � o i�� 00b a q c, w GG U C7 to o cod F� a° �-0 v, °z� G w w oNa O v o A o 0 z F�� ro Up;Qn Z a `moo uAaU o d C ;, Z --et 0 w 0 s. CW7aGNa z CO44 o0 7M O mo r•1 o � 4 U Gn ms's a zzoaa o a C 30aeo b� OU F a:: 0U 0 N a a City of Wheat �i c BUSINESS LICENSE INSPECTION PERMIT NO. 201901867 BUSINESS NAME: Sierra Trading INSPECTION DAY/TIMEy B r I INSPECTION DAY/TIME, INSPECTION DAY/TIME ADDRESS: 3600 Youngfield St Suite 140 CONTACT NAME: 21,254 SQ FT OCCUPANCY TYPE OCCUPANCYLOAD ` CONSTRUCTION TYPE �PRINKLERED ❑ NON-SPRINKLERED j L;zJq Date —"7 CTC-GEOTEK ENGINEERING TESTING INSPECTION August 13, 2019 Mr. Tom Metzger US Retail Partners, LLC 8480 East Orchard Rd 6900 Greenwood Village, CO 80111 Reference: Applewood Village Remodel Sierra Trading Company 3600 Youngfield St., Suite 140 Wheatridge, CO 80033 Commercial Remodel PERMIT: 201900004 CTC-Geotek Inc. Project # 185047 Dear Mr. Metzger, In fulfilling our contract, we have performed observations during the renovation of these facilities. These services were performed as an audit of the contractor's compliance with specifications. Tests and observations include structural steel framing bolted and welded construction. Our field observations stated above, indicate that the subject facility is in general conformance with the approved contract plans and specifications as they relate to our services. Items of non-conformance, within our testing and observation responsibility, were brought to the attention of the contractor, and engineer who then either resolved the deficiencies, or accepted them in the as -built condition. This statement of compliance is for the construction activities and/or the structural components directly observed and/or tested by CTC-Geotek, Inc and arenot a ya as to the overall performance of the subject facility. ®, Respectfully submitted, CTC-Geotek, Inc. Reviewed by Robert Scavuzzo, P.E. Senior Engineer 155 SOUTH NAVAJO STREET DENVER, COLORADO 80223 303 698 1050 (FAX) 303 698 1053 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ;52 f Ste• T�' Job Address: Permit Number: 0r '1z!2 ❑ No one available for inspection: Time 5 S I A -M Re -Inspection required: YeprwH16rre.-inspection "When corrections have been made, at 303-234-5933 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � � '`f Job Address: 3 Ca!:50 Permit Number: ❑ No one available for inspection: Time A 6) Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: �� !� Inspector: r°� --- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type.`" ' � - --�� "� Job Address:�0 Permit Number:- -( 'P-.®'✓ ❑ No one available for inspection: Time 1.25� AM/ �M Re -Inspection required: Yes (!S::) When corrections have been made, call for re -inspection at 303-234-5933 Date: -.4 e'' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:41 , ❑ No one available for ins Re -Inspection required: Yes When corrections havef been made, 'all fdr re -inspection at Date:7,q / Inspe clo IV � 4 i CITY OF WHEAT RIDGE -' Building Inspection Division I� I� (303) 235-2855 Office qu INSPECTION NOTICE Inspection Type: lam Job Address:Aj r' Permit Number: w " ❑ No one available for inspection: Timet SAM/PM Re -Inspection required:' Y� No i When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usrinspectio Date: Inspector:" - ®O NOT REIVIOI/E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0 Job Address: 7 -- Permit Number: A - _ ❑ No one available for inspection: of i ) A Re -Inspection required: , Yes/ro When corrections have been made, call for re -inspection at 303 -234 - Date: l J!/ Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division t/ / (303) 235-2855 Office �+ INSPECTION NOTICE,L Inspection Type: a� Job Address: Permit Number: ❑ No one available for inspection: Time 0 5 AM/PM Re -Inspection required: Yes CN_ When corrections have been made, sch ule for re -inspection online at: http✓/www.ci. wheatridrge.co. us11nspecti Date .2 I Inspe or. i CITY OF WHEAT RIDGE Building Inspection Division L9177— (303) 1(303) 235-2855 Office `/ j q c> INSPECTION NOTICE Inspection Type: I I I `'C_i JobAddress: t" Permit Number:PA 2,,!h AJ4-L, .. v ❑ No one available for inspection: Time ( AM/PM Re -Inspection required: % No When corrections have been made, schedule for re -inspection online at: httpJ/www.ci.wheatridge.co.uslinspe ti Date: Inspect 1 '� DO NOT REMOVE THIS NOTICE City of Wheat Ridge f Commercial Fire Sprinkler PERMIT - 201901941 PERMIT NO: 201901941 ISSUED: 09/12/2019 JOB ADDRESS: 3600 Youngfield St Suite 140 EXPIRES: 09/11/2020 JOB DESCRIPTION: Fire sprinkler system for Sierra Trading *** CONTACTS *** OWNER (303)300-5300 U S RETAIL PARTNERS LLC SUB (303)629-0221 GREG LONDO 019790 FRONTIER FIRE PROTECTION *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: B / Business SUBDIVISION CODE:• 320 / Discount Stores/Big Boxes/Supe BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,327.00 FEES Total Valuation 0.00 Use Tax 111.87 Permit Fee 140.90 ** TOTAL ** 252.77 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. I, by my signature, do heattest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the properly and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that 1 ycprk to be/perpom ed disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OA`NER CONTRACTOR (Circle one) Date 1. This permit was issu6d based on the information provided in thepermit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a pe it shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable codep4ny ordinanceloo, regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheatikjge_ COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(d)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: q i 1411 Plan/Permit # w Iq ' u I Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): Phone: Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch itectlEngineer: Architect/Engineer E-mail: Contractor Name: � Phone: City of Wheat Ridge License Mnl 1 11 Phone: - �2� - Z2 Contractor E-mail Address: t t ('_a4-y,oce,n°mr'r7*C-bCn e a-YA For Plan Review Questions & Comments (please print): CONTACT NAME (please print): CONTACT EMAIL(please hone: Z IL I b C -a( 0c) 1 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. MERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. Ft./LF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) 9 632-77 3 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CO TRACTOR) or ( IfORIZED REPRESENTATIVE), of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: ! ssi ` DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer Building Division Valuation: Frontier Fire 9430 E. 40`" Ave. Denver, CO. 80238 1 Phn 303-629-022 1, Fax 303-623-7830 8-9-2019 Rolq 0 1#1 AUTOMATIC FIRE SPRINKLER SYSTEM EQUIPMENT SUBMITTAL FOR SIERRA TRADING POST - WHEAT RIDGE 3600 YOUNGFIELD ST. SUITE #140 WHEAT RIDGE, COLORADO 80033 Page 1 of 7 11MOU RAGE® STANDARD AND N4 I KJ CONCEALED PENDENT RINKLER VK462 AND HP PRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 1. DESCRIPTION Viking Mirage® Standard and Quick Response Concealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass -bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre -assembled with a threaded adapter for installation with a low - profile cover assembly that provides up to ''/z' (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The "push -on", "thread -off' design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive environments and is cULus Listed as indicated in the Approval Charts. The ENT finish is only available for the sprinkler assembly, the cover plate is not plated. 2. LISTINGS AND APPROVALS c& cULus Listed: Category VNIV FM FM Approval: Class 2015 NYC Approved: MEA 89-92-E, Volume 32 vas VdS Approved: Certificate G4080021 s LPC13 Approved: Certificate number 096e/12 WARNING: Cancer and Reproductive Harm - www, P65Warnings.ca.gov C f CE Certified: Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40249 Q CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) MED Certified: Standard EN 12259-1, EC -certificate 0832 -MED -1003 Refer to Approval Chart 1 Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinkler VK463 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17.2 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating "250" stamped on the deflector. Sprinkler VK462 is rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" (15 mm) NPT Nominal K -Factor: 5.6 U.S. (80.6 metrict) Glass -bulb fluid temperature rated to -65°F (-55°C) Patents Pending *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). tMetric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. Material Standards: Sprinkler Body: Brass UNS-C84400 Deflector: Copper UNS-C19500 for Sprinkler VK462 Phosphor Bronze UNS-C51000 for Sprinkler VK463 Deflector Pins: Stainless Steel Alloy Bulb: Glass, nominal 3 mm diameter Form No. F103005 18.10.11 Rev 18.2.P65 Replaces Form No. F_103005 Rev 18.2 (Added P65 Warning.) Page 2 of 7 U MIRAGE® STANDARD AND NIK . QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings M149058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Button: Brass UNS-C36000 Screws: 18-8 Stainless Steel Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Yoke: Phosphor Bronze UNS-C51000 Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Cover Assembly Materials: Cover: Copper UNS-C11000 or Stainless Steel UNS-S30400 Base: Brass UNS-C26000 or UNS-C26800 Springs: Nickel Alloy Solder: Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Mirage® Standard and Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately: Sprinkler: Base Part No. VK462 - 13503A for Brass finish and 13503JN for ENT finish. VK463 - HP Base Part No. 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number: Temperature Suffix: 155 °F (68 °C) = B, 175 *F (79 °C) = D, 200 °F (93 °C) = E For example, sprinkler VK463 with a 155 *F (68 °C) temperature rating = 13667AB. Standard Cover Plate Assembly: Base Part No. 13504 (2-3/4" diameter), Base Part No. 13642 (3-5/16" diameter), or Base Part No. 15394 (square cover plate, 3-5/16") Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Brushed Chrome = F -/B, Bright Brass = B, Antique Brass = B -/A, Brushed Brass = B -/B, Brushed Copper = E -/B, Painted White = M -/W, Painted Ivory = MA, Painted Black = M -/B Temperature Suffix: 135 °F (57 °C) UL (139 °F (59 °C) FM and LPCB) = A, 165 *F (74 °C) = C For example, cover 13504 with a Polished Chrome finish and a 165 °F (74 °C) temperature rating = 13504FC. Stainless Steel Cover Plates (not availble with any finish or paint): Base Part No. 21876 (2-3/4" diameter) or Base Part No. 21875 (3-5/16" diameter). Temperature Suffix: 135 °F (57 °C) UL (139 °F (59 °C) FM and LPCB) = A, 165 of (74 °C) = C For example, cover 21876 with a 165 'F (74 °C) temperature rating = 21876C NOTE: The cULus Listings for the square cover plate 15394 are for the 135 °F (57 °C) temperature rated cover plate only. Refer to the Approval Chart. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches": A. Heavy Duty Wrench Part No. 14047W/B (available since 2006), or B. Head Cabinet Wrench Part No. 14031 *** (available since 2006) C. Optional Concealed Cover Plate Installer Tool Part No. 14412 for cover 13504, or Part No. 14867 for the large diameter cover (available since 2007) **Requires a '/2' ratchet (not available from Viking). ***Optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat -sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip -cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_103005 18.10.11 Rev 18.2.P65 Page 3 of 7 MIRAGE® STANDARD AND . _ QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative sample (a paint dot) of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Form No. F_103005 18.10.11 Rev 18.2.P65 Figure 2: Square Cover Assembly 15394 TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Sprinkler Maximum Cover Plate Large Cover Square Cover Temperature Nominal Ambient Temperature Rating of Cover Base Part Plate Base Part Plate Base Fart Bulb Colo Classification Temperature Ceiling Assembly {Required} Numbers Number' Number' Rating' Temperature' Ordinary 155 °F (68° C) 100 °F (38 °C) 135 °F (57 °C) cULus 13504 or 218765 13642 or 218755 15394 Red 139 °F (59 °C) FM and LPCB Intermediate 175 °F (79° C) 150 °F (65° C) 165 °F (74 °C) 13504 or 218765 113642 or 2187551 15394 1 Yellow Intermediate 200 °F (93° C) 150 °F (65° C) 165 °F (74 °C) 13504 or 218765 113642 or 2187511 15394 1 Green Cover Plate Finishess: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Sprinkler Finishes: Brass and ENT Corrosion Resistant Coatings': ENT Footnotes The sprinkler temperature rating is stamped on the sprinkler deflector. z Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 4 The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway, but the Belleville spring is exposed. 5 Stainless Steel versions are not available with any finishes or paint. All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative sample (a paint dot) of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Form No. F_103005 18.10.11 Rev 18.2.P65 Figure 2: Square Cover Assembly 15394 Page 4 of 7 MIRAGE® STANDARD AND j QR CONCEALED PENDENT �J SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com ' y WL Approval Chart 9 ( 1.! P. �1ar Tei n ra ure Pat— r �iaF� "sem,: ��,. �� '• til [ +'o P'wiP a a ie ga�ral4re rta+r g. Mirages Concealed Pendent Sprinklers VK462 and VK463 AA1N1* t -over PNre F,, -s KEY Thread Nominal Maximum Listings and Approvals° Sprinkler SIN Size K -Factor Water Working (Refer also to Design Criteria) Base Part No.' Pressure Inch mm U.S. metric' cULusS NYC I VdS' LPCB (E ,z Standard Response Applications 13503A VK462 1/2" 5.6 80.6 175 psi (12 bar) AY1, CZ1 AY1, BZ1 AY1, CZ1' AY3 19785A VK462 1/2" 5.6 80.6 175 psi (12 bar) - AY2, CZ2 21356A VK462 -- 15 5.6 80.6 175 psi (12 bar) - AY2, CZ2 Quick Response Applications 13503A VK462 1/2" 15 5.6 80.6 175 psi (12 bar) AV1, BX1, AV1, BX16 - - AY3 AS3, BT3 AV1, BX1, 13503JN" VK462 1/2" 15 5.6 80.6 175 psi (12 bar) AV1, BX16 - - -- -- -- AS3, BT3 13667A VK463 1/2" 15 5.6 80.6 250 psi (17.2 bar)' AV1, BX1 AV1, BX16 - Cover Plate Assembly Temperature Ratings'- I Sprinkler Temperature S - 135 °F (57 °C) cover 21876 or 21875 (large diameter) Cover Plate Assembly Finishes10 Ratings T- 165 °F (74 °C) cover 21876 or 21875 (large diameter) °F °C) 1 - Polished Chrome, Brushed Chrome, Bright Brass, Antique A- 155 °F (68 °C) V - 135 (57 cULus Listed cover 13504, 13642 (large diameter), or 15394 (square cover plate) Brass, Brushed Brass, Brushed Copper, Painted White, B - 175 °F (79 °C) and 200 °F X - 165 °F (74 °C) cover 13504, or 13642 (large diameter) Painted Ivory, or Painted Black (93 °C) Y - 135 °F (57 °C) cover 13504 LPCB Approved as 139 °F 2 - Brass C - 200 °F (93 °C) (59 °C) 3 - Stainless Steel Z - 165 °F (74 °C) cover 13504 Footnotes Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. s Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. ' The Water Working Pressure rating is stamped on the deflector. ° This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. s Listed by Underwriter's Laboratories for use in the U.S. and Canada. 6 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 32. VdS Approved, standards VdS 2344:2005-12, VdS 2100-25:2008-01, and EN 12259-1:1999 + A1:2001 + A2:2004 + A3:2006, Certificate G4080021. e CE Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40249. 9 The 135/139 °F cover has an orange label. The 165 °F (74 °C) cover has a white label. ° Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. " cULus Listed as corrosion resistant. " MED Certified, Standard 12259-1, EC -certificate 0832 -MED -1003. NOTE: Custom colors are indicated on a label inside the cover assembly. Refer to Figure 1. Form No. F_103005 18.10.11 Rev 18.2.P65 Page 5 of 7 IRAGE® STANDARD AND JIME:SPRINKLER R CONCEALED PENDENT VK462 AND HP PRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DEMN CROMM - UL ` (Also refer to Approval Chart 1) cULus Listing Requirements: Mirage® Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. • For hazard occupancies up to and including Ordinary Hazard, Group II. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Maximum spacing allowed is 15 ft. (4.6 m). • Minimum spacing allowed is 6 ft. (1.8 m) unless baffles are installed in accordance with NFPA 13. • Minimum distance from walls is 4 in. (102 mm). • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. • The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only. VdS Approval Reauirements: a) The sprinkler can be installed in a concrete ceiling (massive ceiling) or in a false ceiling made of light materials. b) This sprinkler is deflector fixed type and can be only activated by heat. The housing is not tight. c) Follow installation guidelines of current standards, CEA4001VdS and EN12845. These sprinklers can only be installed in LH and OH occupan- cies, except in OH4. NOTES: Due to the design the sprinkler type 'Domed -CCP' shall not be installed in false ceilings in which the false ceiling space is protected by a water extinguishing system. Due to the design the sprinkler type 'Domed -CCP' shall not be installed in false ceilings in which during a fire the pressure above the false ceiling may be assumed to be higher than the pressure below the false ceiling. The criterion for the dropping of the cover relevant for this approval is heat. Steps of installation: 1. Prepare the sprinkler key. 2. Remove the plastic cover. 3. Hold the sprinkler with the wrench and fasten it. 4. Replace the plastic cover and do not remove until the cover is installed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_103005 18.10.11 Rev 18.2.P65 Page 6 of 7 MIRAGE® STANDARD AND N4 I Kj QR CONCEALED PENDENT SPRINKLER VK462 AND HP 4 SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Apo# o7iil Chart i (FU e 'ua ,.+ , VQiYy f'a 8111tfr NFC4ti21A cS ^&., Sprinkler Base NPT Thread Size Nominal K -Factor Maximum FM Approvals' Part No.' SIN Water Working (Refer also to Design Criteria below.) Inch mm U.S. metria Pressure 13503A VK462 1/2" 15 5.6 80.6 175 psi (12 bar) AW1, BX1,AY2, BZ2 Cover Plate Assembly Temperature Ratings' 4 °F °C) Cover Plate Assembly Finishess Y - 139 (59 cover 21875 or 21876 Sprinkler Temperature Ratings Z - 165 °F (74 °C) cover 21875 or 21876 1 - Polished Chrome, Brushed Chrome, Bright A - 155 -F (68 °C) W - 139 °F (59 °C) cover 13504, 13642 (large diameter), or Brass, Antique Brass, Brushed Brass, B - 175 °F (79 °C) and 200 °F (93 °C) 15394 (square cover plate) Brushed Copper, Painted White, Painted X - 165 °F (74 °C) cover 13504, 13642 (large diameter), or Ivory, or Painted Black 15394 (square cover plate) 2 - Stainless Steel Footnotes Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. 3 This chart shows the FM Approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. 4 The 139 °F (59 °C) cover has an orange label. The 165 °F (74 °C) cover has a white label. s Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. NOTE: Custom colors are indicated on a label inside the cover assembly. Refer to Figure 1. ''01vr a a FM Approval Reouirements: Viking Concealed Pendent Sprinkler VK462 is FM Approved as a standard response Non -Storage concealed pendent sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_103005 18.10.11 Rev 18.2.1365 Page 7 of 7 MIRAGE® STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Sprinkler and Adapter Assembly • Protective cap removed • Use wrench 14047WB** Sprinkler Wrench Part No. 14047WB** Step 1: Carefully slide the wrench sideways around the deflector and pins NEVER install the sprinkler by applying the installation wrench across the frame arms. DO NOT overtighten. Use only the designated sprinkler wrenches, Viking Part Numbers 14047WB** or 14031**. A leak tight seal should be achieved by turning the sprinkler clockwise 1 to 1-1/2 turns beyond finger tight. is E ;E M Lo N Lo 1/2" (15 mm) NPT 2-1/4" (57 mm) diameter opening required in the ceiling. Step 2: 1 1 Carefully press the wrench upward and turn slightly to ensure engagement with the sprinkler wrench flats. Sprinkler wrench flat I Sprinkler ( i frame arms Figure 3: Sprinkler Installation and Proper Wrench Usage A fie* A 1/2" ratchet is required (Not available from Viking) 2-9/16" (65 mm) Maximum 2-1/16" (52 mm) Minimum NOTE: Upon sprinkler activation, the deflector descends to approximately 13116" (21 mm) below the sprinkler body. Figure 4: Sprinkler Dimensions and Cover Installation � I. -A rrrrrrr - "'' 2-3/4" (70 mm) or 3-5/16" (84 mm) Form No. F_103005 18.10.11 Rev 18.2.P65 Replaces Form No. F_103005 Rev 18.2 (Added P65 Warning.) June 28, 2013 Sprinkler 83h ` EC/QREC ORDINARY • HAZARD UPRIGHT I Kj SPRINKLER VK570 (K14.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Standard/Quick Response Extended Coverage Ordinary Hazard (ECOH) Upright Sprinkler VK570 is a thermosensitive glass bulb spray sprinkler with a 14.0 (202 metric*) nominal K -Factor. The sprinkler produces the flows required to meet Ordinary Hazard density requirements at lower pressures than 8.0 or 11.2 (115.2 or 161.4 metric*) K -Factor sprinklers. The glass bulb operating element and special deflector characteristics meet the challenges of quick response extended coverage standards. Viking EC/QREC Ordinary Hazard Sprinklers are available in various finishes and temperature ratings to meet design requirements. The spe- cial PTFE, Polyester, and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, ENT coating has been investigated for installation in corrosive atmospheres. See Approval Charts. The Viking VK570 Sprinkler may be ordered and/or used as an open sprinkler (glass bulb and pip -cap assembly removed) on deluge systems. Refer to Ordering Instructions on the next page. 2. LISTINGS AND APPROVALS c hl us cULus Listed: Category VNIV NYC Approved: MEA 89-92-E, Volume 38 Refer to Approval Chart 1 and Design Criteria on pages 83k -I for cULus Listing requirements. 3. TECHNICAL DATA Specifications: Available since 2007. Minimum Operating Pressure: Refer to the Approval Charts. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 3/4" (20 mm) NPT Nominal K -Factor: 14.0 U.S. (202 metric*) * Metric K -factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-7/16" (62 mm) Material Standards: Sprinkler Frame: Brass UNS-C84400 Viking Technical Data may be found on Deflector: Phosphor Bronze UNS-C51000 The Viking Corporation's Web site at Bulb: Glass, nominal 3 mm diameter http://www.vikinggroupinc.com. Pip Cap: Brass UNS-C31400 or UNS-C31600 Compression Screw: Brass UNS-C36000 The Web site may include a more recent Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with edition of this Technical Data Page. Teflon Tape For PTFE Coated Sprinklers: Belleville Spring -Exposed, Screw -Nickel Plated, Pip Cap -PTFE Coated For Polyester Coated Sprinklers: Belleville Spring -Exposed For ENT Coated Sprinklers: Belleville Spring -Exposed, Screw and Pipcap-ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order EC/QREC Ordinary Hazard Upright Sprinkler VK570 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M4W, Black Polyester = M -/B, Black PTFE = N, and ENT = JN Temperature Suffix (°F/°C): 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G, OPEN = Z (PTFE only). For example, sprinkler VK570 with a Brass finish and a 155 °F/68 °C temperature rating = Part No. 13840AB. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Form No. F_010104 Replaces page 83h -I, dated January 27, 2013. (Added ENT Finish and Removed VK572.) Sprinkler 83i June 28, 2013 c EC/QREC ORDINARY • HAZARD UPRIGHT 41K] SPRINKLER VK570 (K14.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler Wrenches: A. Standard Wrench: Part No. 07297W/B (available since 1991) Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat -sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Model VK570 Sprinkler is available through a network of domestic and international distributors. See The Viking Corpora- tion web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Protective Sprinkler Cap oao Wrench Flat VIKING mz9Q Figure 1: Standard Sprinkler Wrench 07297W/B June 28, 2013 Sprinkler 83j C EC/QREC ORDINARY HAZARD UPRIGHT I Kj SPRINKLER VK570 (K14.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient 2-7/16" Temperature Rating' Ceiling Temperature Bulb Color Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 -F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 -F (107 °C) Blue Available Sprinkler Finishes: Brass, Chrome, White Polyester 3, Black Polyester3, Black PTFE3• and ENT Corrosion -Resistant Coatings°: ENT Footnotes The sprinkler temperature rating is stamped on the deflector. Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The coatings indicated are applied to the exposed exterior surfaces only. The spring is exposed on sprinklers with PTFE and Polyester coatings. For PTFE coated open sprinklers only, the waterway is coated. The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For all ENT sprinklers, all exposed surfaces and the waterway are coated, but note that the spring is exposed. 2-1/2" (63.5 mm) 1-3/4" (44.5 mm) 2-7/16" (62 mm) oSKI]1 1 3/4' —� (20 mm) Upright Sprinkler NPT 13840 (VK570) Figure 2: Upright Sprinkler VK570 Dimensions Sprinkler 83k June 28, 2013 EC/QREC ORDINARY HAZARD UPRIGHT N4 I KI W*j SPRINKLER VK570 (K14.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Approval Chart 1 (UL) Temperxure KEY Standard/Quick Response Extended Coverage Upright * t Fig sn AIX. esG trneon { apv«cables Oreilrlary Hazard Sprinkler VK570 (K14.0) Sprinkler Base NPT Thread Size Nominal K -Factor Maximum Water Overall Length Part Number' SIN Working Pressure Inches mm U.S. metric2 Inches mm 13840 Upright VK570 3/4 20 14.0 202 175 psi (12 bar) 2-7/16 62 Minimum Water Supply Requirements (cULus only) cULus/NYC Maximum Maximum Listings',',' Sprinkler Spacing Area per Ordinary Hazard Group I Ordinary Hazard Group II (See Design L x W° Sprinkler Flow / Pressure Flow / Pressure Criteria on pg 831.) Upright Standard Response VK570 16 R x 16 fL (4.9 m x 4.9 m) 256 ft2 (23.8 m2) 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) 51 gpm @ 13.3 psi (193.1 I/min @ 0.92 bar) Al, A2 18 R x 18 ft (5.5 m x 5.5 m) 324 111:2 (30.1 m2) 49 gpm @ 12.3 psi (185.5 I/min @ 0.85 bar) 65 gpm @ 21.6 psi (246.1 Umin @ 1.49 bar) Al, A2 20 ft x 20 ft. (6.1 m x 6.1 m) 400 ft' (37.2 m2) 60 gpm @ 18.4 psi (227.1 I/min @ 1.27 bar) 80 gpm @ 32.7 psi (302.8 I/min @ 2.25 bar) Al, A2 Quick Response' 12 ft x 12 ft. (3.7 m x 3.7 m) 144 ft' (13.4 m2) 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) 39 gpm @ 7.8 psi (147.6 I/min @ 0.54 bar) A1, A2 14 ft x 14 t (4.3 m x 4.3 m) 196 ft2 (18.2 m2) 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) 39 gpm @ 7.8 psi (147.6 I/min @ 0.54 bar) Al, A2 Approved Temperature Ratings A - 155 °F (68 °C), 175 -F (79 °C), 200 -F Approved Finishes (93 °C), and 286 °F (141 °C)6 1 - Brass, Chrome, White Polyester, Black Polyester, and Black PTFE B - 155 -F (68 °C), 175 °F (79 °C), and 2 - ENT' 200 °F (93 °C) Footnotes ' Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. 3 This chart shows listings and approvals available at time of printing. Other approvals may be in process. Check with the manufacturer for any ad- ditional approvals. ° cULus Listed for use in the U.S. and Canada. 6 To determine "Minimum Water Supply Requirement" for areas of coverage where length and width of actual sprinkler spacing are not equal, select the "Maximum Sprinkler Spacing" from the chart that is equal to or greater than the larger of the actual spacing (length or width) dimensions used. Example: When using 10 ft 6 in x 13 ft (3.2 m x 4 m) sprinkler spacing, provide the "Minimum Water Supply Requirement" listed in the chart for 14 ft x 14 ft (4.3 m x 4.3 m) spacing. For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement' in the appropriate hazard group for the next larger area listed. The distance from sprinklers to walls shall not exceed one-half the "Maximum Sprinkler Spacing" listed for the "Minimum Water Supply Requirement" used. 6 For Sprinkler VK570 with High Temperature 286 °F rating, UL restricts the OR listing to their use in Ordinary Hazard occupancies to the high temperature zones within a building only. VK570 quick response sprinklers with this temperature rating cannot be used throughout the property. ' Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 38. 1 cULus Listed as corrosion -resistant. June 28, 2013 Sprinkler 831 C EC/QREC ORDINARY HAZARD UPRIGHT SPRINKLER VK570 (K14.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com fit' .a isoER cULus Listing Requirements: ECOH Upright Sprinkler VK570 is cULus Listed as Standard and Quick Response for installation in accordance with the latest edition of NFPA 13 for extended coverage upright sprinklers as indicated below: • The minimum water supplies and maximum areas of coverage shown in Approval Chart 1 are designed to provide the following design densities: 0.15 gpm/ft2 (6.1 mm/min) for Ordinary -Hazard Group I densities; 0.2 gpm/ft.z (8.1 mm/min) for Ordinary -Hazard Group II densities. • The sprinkler installation rules contained in NFPA 13 for extended coverage upright spray sprinklers must be followed with the exception that cULus Listing requires the spacing between Viking ECOH Upright Sprinklers to be a minimum of 9 ft (2.75 m) to prevent cold soldering_ • Viking ECOH Upright Sprinklers are cULus Listed for use in unobstructed construction, and noncombustible obstructed construction consisting of solid steel and/or concrete beams as defined in the latest edition of NFPA 13. • Ceiling slope not to exceed 2/12 (9.5°). Also. Viking ECOH Upright Sprinkler VK570 is specifically cULus Listed for: • For non-combustible obstructed construction within trusses or bar joists having non-combustible web members greater than 1" (25.4 mm) when applying the 4 times obstruction criteria rule as defined in NFPA 13 under "Obstructions to Sprinkler Discharge Pattern Development'. • For installation under concrete tees when installed as follows: 1. The stems of the concrete tee construction must be spaced between 3 ft (0.9 m) and 7 ft -6 in (2.3 m) on center. The depth of the concrete tees must not exceed 30 in (762 mm). The maximum permitted concrete tee length is 32 ft (9.8 m). However, where the concrete tee length exceeds 32 ft (9.8 m), non-combustible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 ft (9.8 m). 2. The sprinkler deflector is to be located in a horizontal plane at or above 1" (25.4 mm) below the bottom of the concrete tee stems. 3. When the sprinkler deflector is located higher than a horizontal plane 1" (25.4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler discharge criteria requirements of NFPA 13 for extended coverage upright sprinklers applies. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page EC1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_010104 Replaces page 83h -I, dated January 27, 2013. (Added ENT Finish and Removed VK572.) FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pine Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot -dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. Nominal Pipe Size in O.D. in I.D. in Nom. Wall in Weight/Ft Bundle Size 1 1.315 1.097 0.109 1.40 lbs/ft 91 1-1/4 1.660 1.442 0.109 1.81 lbs/ft 61 1-1/2 1.900 1.682 0.109 2.08 lbs/ft 61 2 2.375 2.157 0.109 2.64 lbs/ft 37 2-1/2 2.875 2.635 0.120 3.53 lbs/ft 30 3 3.500 3.260 0.120 4.33 lbs/ft 19 4 4.500 4.260 0.120 5.62 lbs/ft 19 Schpdulp 40 Pine Nominal Pipe Size O.D. I.D. Nom. Wall Weight/Ft Bundle in in in in Size 1 1.315 1.049 0.133 1.68 lbs/ft 70 1-1/4 1.660 1.380 0.140 2.27 lbs/ft 51 1-1/2 1.900 1.610 0.145 2.72 lbs/ft 44 2 1 2.375 1 2.067 0.154 1 3.65 lbs/ft 30 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. Qi,4 1819 Clarkson Road For additional information, A Chesterfield, MO 63017 contact your salesperson today at C �L us'pX J BULL MOOSE TUBE COI�ANY (800) 325-4467 (800) 325-4467 or (636) 537-2600 TED V FAX: (636) 537-2645 in the USA, or from Canada www.builmoosetube.com call (800) 882-4666 F M ACA R0 company e-mail: info(& bullmoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 02/03 SECTION 10 TEELOX"" MECHANICAL BRANCH CONNECTOR NPS Pipe Center to Outlet A Hole Dia. B Take Out 11/4 x 1/2 1.98 1.19 1.19 1 1/4 x 3/4 2.05 1.19 1.19 11/4 x 1 2.13 1.19 1.19 1 1/2 x 1/2 1.98 1.19 1.19 11/2 x 3/4 2.05 1.19 1.19 1 1/2 x 1 2.13 1.19 1.19 2 x 1/2 2.26 1.19 1.47 2 x 3/4 2.33 1.19 1.47 2 x 1 2.41 1.19 1.47 2 1/2 x 1/2 2.57 1.19 1.78 21/2 x 3/4 2.64 1.19 1.78 2 1/2 x 1 2.72 1.19 1.78 Designed for fast installation of bolted branch outlets, TeeloxTM mechanical branch connectors are practical alternatives to existing branch connect systems. Made from high quality cast iron, TeeloxTm are known for long-lasting, maintenance -free performance. Key Features: • A high grade EPDM rubber gasket surrounds the locating collar for accurate, permanent installation and the best seal in the industry. • The locating collar is an integral part of the casting. • A zinc -plated high -tensile steel U -bolt ensures rust -free attachment. • TeeloxTM is approved for conventional and arm -over installations. ,.1 STYLES 920 AND 920N Victaulic Mechanical -r Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross -type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical -T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 92ON are rated at 500psi/3450kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 92ON are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical -T Styles 920 and 92ON must be installed so that the main and branch connections are a true 90` angle when permanently attached to the pipeline surface. Additionally, the Vic -Tap II® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical -T in conjunction with the Series 726 Vic -Ball Valve to create the Style 931 Vic -Tap II Mechanical -T unit. See page 8 for further information. U` FM `(,` VdS FLP—CB] SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N STYLE 920 CROSS PATENTED MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. • Optional: Hot dipped galvanized Gasket: (Specify choice*) • Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/ -34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86*F/+30°C and hot+180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29*C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140*F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER System No. Location CONTRACTOR ENGINEER Submitted By Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV . -M Spec Sect Para Approved ✓ctauhcd CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 -T(CS STYLES 920 AND 920N DIMENSIONS �Y Z� a ac ,. _ .7 2 x ,h (a) ° 920N 500 1.50 2.00 2.53 1.61 5.35 2.75 31 V 50 15 _ 3450 38.1 51 64 _ 41 _ 136 70 IS 3/4 (a) ° 920N 500 1.50 1.97 2.53 _ 1.61 5.35 2.75 3.1 _ 20 3450 38.1 50 64 41 136 70 1.5 W 1 (a)° = 920N 500 1.50 1.85 2.53 _ 1.61 535 2.75 3.0 _ 25 3450 38.1 47 64 41 136 70 _ 1.4 1 1/4 (a) t°, 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 GROOVED OUTLET 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 1 h (a) t° _ 920N - 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 - 3450 44.5 52 70 79 41 136 83 1.7 1.5 Y� ice- Z 216 x V' (a) §t, 920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 065 15 3450 38.1 56 70 46 143 70 1.4 3/4 (a) §° 920N 500 1.50 218 2.74 _ 1.82 5.64 2.75 3.0 _ V T IR 20 - 3450 38.1 55 70 46 143 70 1.4 _ y 1 (a) §° 920N Soo 1.50 2.06 2.74 _ 1.82 5.64 2.75 2.9 25 3450 38.1 52 70 46 143 70 1.4 w M/4 t (a) a 920N 500 1.75 2.30 3.00 3.25 - 1.82 6.29 3.00 3.5 3.2 3,2 3450 44.5 58 76 83 46 160 76 1.7 1.5 FEMALE THREADED OUTLET 11/2t (a) Q 920N - Soo 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 - 3450 50.8 58 76 83 46 159 83 1.7 1.6 76.1 x �Y2 (a) 920N 300 1.50 = 2.22 2.75 2.25 646 3.18 3.9 15 - 2065 38.1 56 70 57 164 81 1.8 • Provides a direct branch connection at 3A (a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 any location where a hole can be cut 20 - 2065 38.1 56 70 - 57 164 81 1.8 - in the pipe 1 (a) 920N 300 1.50 2.07 2.5 2.25 6.46 3.18 3.8 25 - 2065 38.1 53 70 57 164 81 1.7 • A pressure responsive gasket provides 1114 (a) ° ' 920N 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 the seal 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 11/2 (a) 13 ' 920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 • Request Publication 11.03 for 403450 50.8 58 76 84 49 160 83 1.6 1.5 Mechanical -T cross assemblies 3 x Y2 (a) ° 920N 500 1.50 2.52 3.05 _ 2.28 6.15 2.75 3.a 80 15 3450 38.1 64 78 58 156 70 1.6 • Pressure rated up to 500 psi/3450 kPa 'A (a) 920N Soo 5o za9 3.os 2.28 6.15 2.75 3.4 - On steel pipe; also available for use 20 3450 38.1 63 78 58 156 70 1.6 with HDPE pipe I (a) I 920N 500 1.50 2.38 3.06 _ 2.28 6.15 2.75 3.3 _ 25 3450 38.1 61 78 58 156 70 1.6 • Sizes from 2 x W750 x 15 mm 1 A (a) #0 g2oN 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 through 8 x 4"/200 x 100mm 32 (b) 3450 44.5 65 83 90 58 156 76 1.8 1.8 1 K (a) t° 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40 (b) 3450 50.8 71 89 90 58 156 83 1.9 1.8 2 (a) ° ! 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 49 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 3k x 2 ! 920N 500 2.50 3.00 _ 3.75 2.44 6.72 388 3.8 90 50 3450 63.5 76 95 62 171 99 1.8 IMPORTANT NOTES: TABLE CONTINUED ON PG. 3 Style 920 and Style 920N housings cannot be ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). mated to one another t Available with grooved or female threaded outlet. Specify choice on order to achieve cross connections. # Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services ° LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. IC:t aU1iic 11.02.._2 REV M CARBON STEEL PIPE - HOLE CUT PRODUCTS STYLES 920 AND 920N DIMENSIONS 11.02 -Y �Z� A o TABLE CONTINUED FROM PAGE 2 V 4 x h (a) 920N 500 ISO 3.03 3.56 2.69 7.01 2.75 3.7 100 15 ! 3450 38.1 77 90 68 178 70 1.8 ... - - 1/4 (a)..�920N 500 1.50 3.00 3.56 _ 2.69 7.01 2.75 3.7 20 3450 38.1 76 90 68 178 70 1.8 w 1 (a) ❑ Soo 1.50 2.88 3.56 _ 2.69 7.01 2.75 3.6 _2S 920N 3450 38.1 73 90 68 178 70 1.8 GROOVED OUTLET 1'/4 (a) to 920N 500 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 32 (b) 3450 44.5 78 96 102 68 178 76 1.9 1'h (a) ta', 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 Y µ-Z 40 (b) 3450 50.8 1 1 68 178 83 2.0 2 (a) to 920N 500 2.50 3.2.2 5 4.0.0 0 4.0.0 0 2.69 7.01 3.88 5.0 50 3450 63.5 83 102 102 68 178 99 2.3 - - 2'h (a) t 500 2.75 2.88 4.00 4.00 2.69 Z34 4.63 5.8 T 65 920 3450 69.9 73 102 102 68 186 118 2.6 76.1 mm; 920 500 2.75 2.88 _ 4.00 2.69 734 4.63 _ 3450 69.9 73 102 68 186 118 3 ( _) a - 3 (a) t 920 500 3.50 3.31 4.50 4.12 2.69 773 5.12 8.4 80 3450 88.9 84 114 105 68 196 130 3.8 FEMALE THREADED OUTLET 1 /4 (a)o Soo 1.75 3.08 3.78 _ 2.63 7.64 3.05 5.0 108.0 x 32 920N 3450 44.5 78 96 67 194 78 2.3 1 �h (a)a92°N 500 2.00 3.28 4.00 _ 2.63 7.64 3.25 5.0 • Provides a direct branch connection at 40 13450 50.8 83 102 67 194 83 2.3 any location where a hole can be cut 2 (a)W 920N 500 2.50 3.25 4.00 _ 2.63 764 4.00 4.0 in the pipe so 3450 63.5 83 102 67 194 102 1.9 76.1 mm' 920 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 • A pressure responsive gasket provides 3450 69.9 73 102 102 67 194 109 3.6 the seal 3 (a) 920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 _ 80 3450 88.9 84 114 114 67 194 124 3.1 • Request Publication 11.03 for 5 � i h(a)t' Soo 2.00 4.03 4.75 4.75 3.16 9.70 3.69 74 Mechanical -T cross assemblies 125 x 40 920 3450 50.8 102 121 121 80 246 94 3.4 2 (a) t 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 • Pressure rated up to 500 psi/3450 kPa so 920 3450 63.5 102 121 121 80 246 111 3.7 on steel pipe; also available for use 2h (a) t 920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 with HDPE pipe 65 3450 69.9 92 121 121 80 246 118 3.8 76.1 mm a 920 Soo 2.75 3.75 _ 4.75 3.16 9.70 4.63 • Sizes from 2 x 1/2750 x 15mm 3450 69.9 95 121 80 246 118 through 8 x 47200 x 100 mm 3 (a) t 920 Soo 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 80 3450 88.9 97 127 118 80 246 135 3.8 2 500 2.50 3.75 4.50 _ 3.17 8.00 3.88 8.0 133.0 x 50 920N 3450 63.5 95 114 81 203 99 3,6 ............ .___._... 3 500 3.50 3.81 5.00 _ 3.00 9.46 5.31 8.0 80 920 3450 88.9 97 127 76 240 135 3.6 TABLE CONTINUED ON PG. 4 IMPORTANT NOTES: •* Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet. Specify choice on order. mated to one another t Center of run to end of fitting. to achieve cross connections. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify 'BSPT' clearly on order. (b)For 76.1 mm threaded outlet, specify 2'h" BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. 3.6 1.8 3.9 1.9 4.6 2.1 5.0 2.3 6.4 2.9 6.4 2.9 78 3.5 6.5 3.0 7.6 3.4 8.0 3.6 7.9 3.6 8.0 3.6 8.8 4.0 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. O 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. iCtciUllC" REV M 2i.ti W CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 fte STYLES 920 AND 920N DIMENSIONS TABLE CONTINUED FROM PAGE 3 v 139.7 x 11/2 t 920N 500 2.00 - 3.78 4.50 _ 3.30 8.23 3.25 7.0 i 40 - 3450 50.8 96 114 84 209 83 3.2 2 t 500 2.50 3.75 4.50 _ 3.30 8.23 3.88 90 _ so 920N 3450 63.5 95 114 84 209 - 99 4.1 6 1 Y4 (a) 500 1.75 4.43 5.13 5.13 3.79 915 - 3.2S 5.1 4.8 -� 150 x 32 (b) 920N 3450 44.5 112 130 130 96 232 83 2.3 2.2 GROOVED OUTLET 1'h (a) to 920N 500 2.00 4.40 5.13 5.13 3.79 915 3.25 5.4 5.1 40 (b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2 (a) to 920N Soo 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 Y Z -�( 1/ 3450 63.5 111 .13 5.12 96 232 99 2.7 2s 2'h 920 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 TF T :� 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 v500 2.75 4.15 _ 5.21 3.69 10.51 4.63 8.4 }T IR 76.1 mm tt 920 3450 69.9 105 132 94 267 118 3.8 -} 3 (a) t920 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 w 80 3450 88.9 110 140 130 94 267 135 4.5 3.8 4 (a) to ! 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.7 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 FEMALE THREADED OUTLET """ -- __-- ---- ---- -- 1 Y: (a) 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 _ 159.0 x 40 920N 3450 50.8 112 130 92 239 83 3.5 2 (a) 920N 500 2.50 4.38 5.13 _ 3.63 9.40 3.88 8.0 _ • Provides a direct branch connection at 50 3450 63.5 111 130 92 239 99 3.6 any location where a hole can be cut 76.1 mm 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 in the pipe 3450 69.9 111 140 130 92 239 118 4.3 4.3 3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 • A pressure responsive gasket provides 80 3450 889 110 140 130 926.4 239 135 3.7 .4 the seal lOB.Omm 920 Soo 4.50 4.45 _ 5.38 3.63 9.40 6.12 _ 10.0 3450 114.3 113 137 92 239 155 4.5 • Request Publication 11.03 for a 920 soo 4.50 3.81 5.75 _ 3.63 9.40 6.25 18.0 _ Mechanical -T cross assemblies 100 3450 114.3 96.80 146 92 239 159 8.2 TABLE CONTINUED ON PG. 5 • Pressure rated up to 500 psi/3450 kPa •• Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). on steel pipe; also available for use t Available with grooved or female threaded outlet. Specify choice on order. with HDPE pipe # Center of run to end of fitting. • Sizes from 2 x 1/2750 x 15 mm # Female threaded outlets are available to NPT and BSPT specifications. through 8 x 47200 x 100 mm @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21h" BSPT clearly on order. § Vds approved for fire protection services n -PCB approved for fire protection services IMPORTANT NOTES: 0 Approved for use in China by Tianjin Approvals Company. Style 920 and Style 920N housings'cannot be mated to one another to achieve cross connections. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X.Atr'a-U1i a 11.02.._4 REV M CARBON STEEL PIPE - HOLE CUT slur- x (xx filets STYLES 920 AND 920N DIMENSIONS GROOVED OUTLET FEMALE THREADED OUTLET • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical -T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 x 1h"/50 x 15 mm through 8 x 47200 x 100mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. 11.02 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. t Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings: (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order (b)For 76.1 mm threaded outlet, specify 2'/z" BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. O 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED.ICt a UIIC" REV -M TABLE CONTINUED FROM PAGE 4 1 165.1 x 920N 500 1.50 3.88 4.56 _ 3.79 9.34 2.75 8.0 _ 25 3450 38.1 99 116 96 237 70 3.6 1'A920N 500 1.75 4.43 5.13 _ 3.79 9.34 3.25 8.4 32 3450 44.5 113 130 96 237 83 3.8 1'h (a) tol_ 920N 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2 (a) t 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 920N 3450 63.5 111 130 130 96 237 99 3.9 2.7 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 76.1 mm 920 3450 69.9 110 130 132 92 267 118 3.9 3.4 �...................:. 3 (a) t 0. 500 3.50 4.31 5.50 5.13 - 3.63 10.51 5.31 10.2 8.4 80 920 3450 88.9 110 140 130 92 267 135 4.6 3.8 4 (a) to 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 920 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 2 (a) t 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 200 x 50 920 3450 69.9 138 157 159 122 316 114 5.3 5.3 2'h (a) t 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 76.1 mm a 920 3450 69.9 133 _ 159 122 316 116 _ 5.3 3 (a) to` 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 80 920 3450 88.9 135 165 165 122 316 135 5.7 5.3 4 (a) to 920 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 12.5 100 3450 114.3 122 171 162 122 316 159 6.9 5.7 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. t Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings: (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order (b)For 76.1 mm threaded outlet, specify 2'/z" BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. O 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED.ICt a UIIC" REV -M CARBON STEEL PIPE -€SOLE CUT PRODUCTS ........... _....................................... .................................. aha. STYLES 920 AND 920N FLOW DATA Exaggerated for clarity 11.02 Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical -T® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. Cv and Kv Values Values for flow of water at +60°F/+16°C are shown in the table below. - Formulas for Cv,K„ Values: OP = Q, Where: AP = Q2 Where: �Vz Q = Flow (GPM) I(, Q =Fbw (m'/h) AP =Pressure Drop (psi) AP = Pressure Drop (bar) Q = C„ x AP C� = Flow Coefficient Q = K,x AP K = Flow Coefficient ih 0.840 15 21.3 2 9.4 s/4 1.050 16 20 26.7 4 13.7 1 1.315 21. 25 33.7 - - 8 1.8 1 Y4 1.660 50 ......... 48 32 42.7 5 1/1 6 42.9 41.1 1 1/21.900 11 ____. _....... 11 ----53 53 40 98.3 45.4 45.4 2 2.375 112 104 50 60.3 9 10 96 89.1 2'k 2.875 119 150 65 73.0 20 12 h 102 128.5 76.1 mm 3.000 16 " 161 76.1 - 138.1 3 3.500 249 237 80 �— 88.9 14 15 h 213.4203.1 4 4.500........421 .........401 100 114.3 20 22 360.8 343.6 t Hazen -Williams coefficient of friction is 120. " Pipe with a wall thickness of 0.165in14.2mm www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. I1Ctr'a1l.111[`ri 1.1.02...6 REV M CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical -TO Bolted Branch Outicts STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. 21/2-6 1 2.875 - 6.625 All 10, 40 400 400 400 290 232 362 65-150 73.0-168.3 2755 2755 2755 1999 1599 2496 21/2-4 i 2.875 - 4.500 All DF 300 300 300 290 232 362 65 - 100 73.0 - 114.3 2065 2065 2065 1999 1599 2496 21/2-4 2.875 - 4.500 All SF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3, 4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 _ 6 6.625 3,4 30, 40 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 88.625 21/2 10,40 400 — — — 145 200 219.1 2755 1000 8 8.625 3,4 10 300 _ 250 _ 145 200 +, 219.1 2065 1724 1000 8 8.625 3,4 30, 40 300 _ 300 145 200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna -Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super -Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation VIC-TAP II HOLE CUTTING TOOL FOR 4 - 87100 - 200MM CARBON STEEL PIPE The Vic -Tap II hole cutting tool is designed for use with the Style 931 Vic -Tap II Mechanical -T unit, which is a combination of the Style 920 Mechanical -T and Series 726 Vic -Ball Valve. The Vic -Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/34501 The Style 931 Vic -Tap II Mechanical -T unit is a full port ball valve which can be mounted on 47100mm, 57125 mm, 6"/150mm and 8'/200 mm diameter pipe. The Style 931 comes with a 2 W/65 mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. O 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_M ✓cta_UhCr 11.02_7 W STYLES 920 AND 920N INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 11.02 1480 REV M UPDATED 03/2012 �CtaU�1ICr VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. j! FITTINGS i,;-;- W l-Prpr P-h, rt - A -- JL LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 DUCTILE IRON THREADED FITTINGS ARE UL, ULC LISTED AND FACTORY MUTUAL APPROVED FOR 500 PSI SERVICE. DUCTILE IRON PER ASTM A 536 GRADE 65-45- 12. DIMENSIONS CONFORM TO ANSI B16.3 CLASS 150 THREADS ARE NPT PER ANSI/ASME 81.20.1 NOTICE: DUCTILE IRON FITTINGS HAVE HIGHER TENSILE STRENGTH THEN THAT OF STEEL PIPE. THEREFORE, OVER TIGHTENING CAN CAUSE DAMAGE TO PIPE DUCTILE • • 1 DEG. ELBOW ELBOW NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMIONS A B WEIGHT EACH PIECE 1 DB90033 500 1.50 1.50 0.62 11/4 DB90044 500 1.75 1.75 0.90 11/2 DB900551 500 1 1.94 1.94 1.20 2 1 DB900661 500 1 2.25 2.25 1.85 DUCTILE • i • i DEG. ELBOW NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS A B WEIGHT EACH PIECE 1X1/2 DB90031 500 1.26 1.36 0.44 1 X3/4 DB90032 500 1.37 1.45 0.52 11/4X1/2 DB90041 500 1.34 1.53 0.64 11/4X3/4 DB90042 500 1.45 1.62 0.72 11/4X1 DB90043 500 1.58 1.67 0.75 11/2X1 DB90053 500 1.65 1.80 0.92 11/2X11/4 DB90054 500 1.82 1.88 1.08 2X1/2 DB90061 500 1 1.49 1.88 1.08 2X3/4 DB90062 500 1.60 1.97 1.24 2X1 DB90063 500 1.73 2.02 1.40 2X11/4 DB90064 500 1.90 2.10 1.52 2X11/2 DB90065 500 2.02 2.16 1.65 DUCTILE IRON COUPLING ELBOW NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSION A WEIGHT EACH PIECE 1 DCL033 500 1.67 0.40 11/4 DCLO44 500 1.93 0.57 11/2 DCL055 500 1 2.15 1 0.75 2 1 DCL066 500 1 2.53 1 1.15 Page 40 THREADS WHICH MAY CAUSE LEAKAGE. DUCTILE IRON FITTINGS SHOULD BE TIGHTENED THREE TURNS BEYOND HAND TIGHT, BUT NO MORE THAN FOUR TURNS. / A \ \ ,f t DUCTILE • DEG. ELBOW NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS A B WEIGHT EACH PIECE 1 DB45033 500 1.12 1.12 0.46 11/4 DB45044 500 1.29 1.29 0.73 11/2 DB45055 500 1.43 1.43 0.92 2 1 DB450661 500 1.68 1.68 1.50 DUCTILE • i COUPLING NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS A B WEIGHT EACH PIECE 1 DT333 500 1.50 1.50 0.85 11/4 DT444 500 1.75 1.75 1.22 11/2 DT555 500 1.94 1.94 1 1.55 2 1 DT666 500 2.25 2.25 1 2.45 DUCTILE • i COUPLING NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSION A WEIGHT EACH PIECE 1X1/2 DRC031 500 1.69 0.39 1 X3/4 DRC032 500 1.69 0.53 D FITTINGS � i ftii�cinn rf,i'inr f'!jre f'rndtt t i a OUTSIDE HEAD INSIDE HEAD DUCTILE IRON LISTED LISTED APPROVED NOMINAL SIZE ITEM DIMENSIONS CODEWT'(INCH) # A -t-BTSTYLE EACH 1x1/2 DBUSH31 0.75 0.25 1.42 OUT 0.22 1x3/4 IDBUSH32 0.75 0.25 1.42 OUT 10.17, 1 1/4x1 DBUSH43 0.80 0.28 1.76 OUT 0.28 1 1/2x1 DBUSH53 0.83 0.31 2.00 OUT 0.44 1 1/2x1 1/4 DBUSH54 0.83 0.31 2.00 OUT 0.30 2x1 DBUSH63 0.88 0.41 1.95 IN 0.66 2x1 1/4 DBUSH64 0.88 10.34 2.48 OUT 0.72 2x1 1/2 DBUSH65 0.88 10.34 2.48 OUT 0.61 i i A DUCTILE • UL< i!* > LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 DUCTILE • IRON CROSS NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS A B C WEIGHT EACH PIECE 1 1 2 33 00 .26--f-36 6 DX044 .6 1X1X34 DT332 500 1.37 1.37 1.45 0.73 1.94 3 3 Soo 0 36 . 0 0.71 1 X3 4X1 DT323 500 1.50 1.45 1.50 0.76 1XIXI 1/4 VT334 500 .67 1.67 1 1.58 0.98 1X1X112 DT335 500 1.80 1.80 1 1.65 1.16 2 DT431 500 1.34 1.26 1.53 0.82 114X1X 4 DT432 500 1.45 1.37 1.62 0.90 114 1 33 500 1.58 1.50 .67 1.00 1 1 4X1 X1 1/4 DT434 500 1.75 1.67 1.75 1.08 2 35 50 .80 -TA 2--7-4-2- 2 11/4X114X12 1 DT441 500 1.34 1.34 1.53 0.86 114 1 3 2W50 5 5 .62 0.92 11/4X114X1 DT4431.58k1.67 1.67 0.95 1 1 2 .82 5 114X114X2 DT4462.10 1.90 1.75 112 112X1X34 DT5321.52 1.75 1.14 1 1 1 2X1 X1 1/4 DT534 500 1.82 1.88 1.34 112X114X12 DT541 500 1.41 1.34 1.66 1.05 112X114X1 DT543 500 1.65 1.58 1.80 1.25 112X112X12 DT551 500 1.41 1.41 1.16 1.15 112X112X1 DT553 500 1.65 1.80 1.30 1 1/2X1 1 2 2 556 500 g16 2.16 2.02 1.98 11�2 1 1/4X2 646 500 2.10 2.25 2.30 2 2 2 6 00 1.41 1.88 1.50 2X1 1/2X3/4 DT652 500 1.60 .52 1.97 1.62 2 2--M-93- 00 .6 2.02 1.64 2X112X114 DT654 500 1.90 1.82 2.10 1.80 2 2 2 6 00 --2-.5-2--T9-T---276--- 2. 2X112X2 DT656 500 2.25 2.16 2.25 2.35 2R2RTT2 DT661 500 1.49 1.49 1.88 .60 2X2X3 4 DT662 500 1.60 1.60 1.97 1.68 2X2 663 500 1.73 .73 --2-.o-f-.85 2X2X114 DT664 500 1.90 1.90 2.10 2.04 2X2X212 DT667 500 2.60 2.60 2.39 3.61 DUCTILE IRON CROSS NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKINGEACH P.S.I DIMENSIONS AT WEIGHT PIECE 1 DX033 500 1.50 1.50 0.98 1 1/4 DX044 500 1.75 1.75 1.50 1 1/2 DX055 500 1.94 1.94 1.90 2 DX066 500 2.25 2.25 2.95 11/4X1 DX043 500 1.58 1.67 1.27 11/2X1 DX053 500 1.65 1.80 1.48 2X1 DX063 500 1.73 2.02 2.10 DUCTILE IRON CAP NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSION A WEIGHT EACH PIECE 1 DCP003 500 1.16 0.32 11/4 DCP004 500 1.28 0.43 11/2 DCP005 500 1 1.33 1 0.60 2 DCP006 500 1 1.45 1 0.91 Page 41 Victaulic® Grooved End Fittings ✓taui�� 07.01 No. 20 Tee No. 10 Elbow 1.0 PRODUCT DESCRIPTION Available Sizes • 3/4 — 60720 — 1500 mm Maximum Working Pressure • Fitting pressure ratings are equivalent to the pressure ratings of the coupling used to install them. Application • Connects pipe, provides change in direction and adapts sizes or components. • Supplied with Victaulic OGS grooves. • Exclusively for use with Victaulic couplings, valves, accessories and pipe which feature ends formed with the Victaulic OGS groove profile. Pipe Materials • Carbon Steel or Stainless Steel NOTE • These fittings are not intended for use with Victaulic plain end couplings. Intended for use only in grooved piping systems. When connecting wafer or lug type butterfly valves directly to Victaulic fittings using Style 741 or Style 743 flange adapters, be sure to check disc clearance dimensions with I.D. dimension of fitting. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. 1 Location Spec Section Paragraph Submitted By i Date Approved Date victaulic.com 07.01 1449 Rev AB Updated 04/2016 © 2016 Victaulic Company. All rights reserved. 1 ✓ctal liicr victaulic.com 4.1 DIMENSIONS Elbows No. 10 90° Elbow No. 1145° Elbow -ctoE� No. 12 221h° Elbow E E No. 13 111/a° Elbow ctoE.� ctoE No. 10090° Long ctoE� ct Radius Elbow + < ctoE No. 11045° Long taE T �E Radius Elbow - Standard and GSNK 3/4 1.050 2.25 OS 1.50 0.5 1.63 (sw) _ 1.38 (sw) _ 2.50 (sw) 0.4 1.88 (sw) 03 ON20 26.9 5701 38 0.2 41 35 64 01 48 0.1 1 1.315 2.25 0.6 1.75 0.6 3.25' 0.6 1.38 (sw) 0.3 2.88 (sw).0.6 .2.25 (sw) 0.5 DN25 33.7 57 0.344 0.3 83 0.3 35 0.1 73 0.3 57 0.2 1 114 1.660 2.75 1 0 1.75 0.9 1.75 0.8 1.38 (sw) 0.5 315 (sw) 1.1 238 (sw) 0.7 DN32 W42.4 70 0.5 - 44 0.4 44 0.4 35 0.2 83 OS 60 0.3 1 1/2 1.900 2.75 1.2 1.75 0.9 1.75 0.8 1.38 (sw) 0.5 3.63 (sw) ; 2.2- 2.50 (sw) 1.3 DN40 48.3 70 0.5 1 44 0.4 . 44 0.4 35 0.2 92 1.0 64 0.6 2 2.375 3.25 1.8 2.00 1.3 1.88 1,2 138 1.0 4.38 2.5 2.'7-5 1.8 DNSO 60.3 83 0.8 51 0.6 48 0.5 35 0.5 111 1.1 70 0.8 _. _ - _ 21h 2.875 3.75 3.2 2.25 2.2 4.00' 2.3 1.50 1.1 5.13 3.4 3.00 2.8 73.0 95 1.5 57 1.0 102 10 38 0.5 130 1.576 1.3 3.000 3.75 ) 3.7 2.25 3.4 2.25 1.50 DN65 761 95 1.757 1.5 57 38 3 3.500 4.25 4.5 2.50 3.1 4.50' 3.1 1.50 2.1 5.88 638 4.9 DN80 88 9 108 2.0 i 64 1.4 1 14 1 4 38 „ 1.0 149 2.7 86 2.2 _ _. __ _ 31/2 4 000 4 50 5.9-7 W 2.75 4.3 2.50 (sw) 4 0 1.75 (sw) 2.7 DN90 I 1016 11425 70 2.0 64 18 44 11 4 4.500 5.00 7.1 3.00 5.6 2.88 5.6 1.75 3.6 7.50 12.3 4.00 7.3 100 114.3 127 I 3.2 76 2 5 73 2.5 44 1.6 191 5.6 102 3.3 t..... -- 4.250 5.00 11.0 ` 3.00 5.6 108.0 127 5.0 76 IS - - - - - - - 41k 5.000 5.25 (sw) , 10.0 3.13 (sw) 6.0 3.50 (sw) 6.6 1.88 (sw) 4.2 DN120 127.0 133 4.5 79 2.7 89 3.0 48 1.9 - - - - 55.563 550 E 11.7 ' 3.25 8.3 2.88 (sw) 7.8 2.00 (sw) 5.0 9.25 (sw) 18.0 488 (sw) 14.8 1413 140 , 5.3 83 3.8 73 3.5 51 2.2 235 8.2 124 6.7 5.250 5.50 11.7 3.25 8.3 - 133.0 140 5.3 83 3.8 - - - - - - - - DNl 5.500 5.50 11.7 3.25 8.3 2.88 - 2.00 - - - - - 139.7 140 5.3 83 3.8 73 51 _ _ _.. _ _......... 6 6.625 6.50 17.2 ! 3.50 10.8 6.25' 12.2 2.00 7.0 10.75 30.4 ! 5.50 17.4 DN150168.3 165 7.8 89 4.9 159 5.5 51 3.2 273 13.8 140 7.9 .........._ _*__. _ _ =_ _ _. .. _ _... _ 6.250 6.50 18.6 3.50 10.8 159.0 165 8.4 89 4.9 - - - - - - - 6.500 6.50 1 15.5 3.50 9.8 3.13 11.4 2.00 7.4 10.75 (sw), 29.0 5.50 (sw) 19.0 1651 165 i 7.0 89 4.4 79 5.2 51 3.4 273 13.2 140 8.6 .............. . 2 Gooseneck design, end-to-end dimension fittings in this size, contact your nearest Victaulic sales representative. 3 For 14"/350 mm and larger roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales representative. 4 Chinese standard sizes (s) = Carbon Steel Direct Roll Groove (OGS) (sw) = Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an (sw) or (s). 07.01 1449 Rev AB Updated 04/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 5 ✓ctaul ce No 100 No. 110 No 10 No 11 No. 12 No. 13 90° Long Radius 45° Long Radius Size 90"Elbow 45"Elbow 22W Elbow 111/a Elbow Elbow Elbow Actual Approx. ':. - Approx.: Approx. Approx. Approx. Approx. Outside wgt. wgt. wgt. wgt. wgt. wgt. Nominal Diameter C to E (Each) C to E (Each) C to E (Each) C to E (Each) C to E (Each) ! C to E (Each) inches inches inches Ib inches Ib inches Ib inches Ib inches Ib inches Ib DN mm mm ( kg mm kg mm kg mm kg mm kg mm kg 3/4 1.050 2.25 OS 1.50 0.5 1.63 (sw) _ 1.38 (sw) _ 2.50 (sw) 0.4 1.88 (sw) 03 ON20 26.9 5701 38 0.2 41 35 64 01 48 0.1 1 1.315 2.25 0.6 1.75 0.6 3.25' 0.6 1.38 (sw) 0.3 2.88 (sw).0.6 .2.25 (sw) 0.5 DN25 33.7 57 0.344 0.3 83 0.3 35 0.1 73 0.3 57 0.2 1 114 1.660 2.75 1 0 1.75 0.9 1.75 0.8 1.38 (sw) 0.5 315 (sw) 1.1 238 (sw) 0.7 DN32 W42.4 70 0.5 - 44 0.4 44 0.4 35 0.2 83 OS 60 0.3 1 1/2 1.900 2.75 1.2 1.75 0.9 1.75 0.8 1.38 (sw) 0.5 3.63 (sw) ; 2.2- 2.50 (sw) 1.3 DN40 48.3 70 0.5 1 44 0.4 . 44 0.4 35 0.2 92 1.0 64 0.6 2 2.375 3.25 1.8 2.00 1.3 1.88 1,2 138 1.0 4.38 2.5 2.'7-5 1.8 DNSO 60.3 83 0.8 51 0.6 48 0.5 35 0.5 111 1.1 70 0.8 _. _ - _ 21h 2.875 3.75 3.2 2.25 2.2 4.00' 2.3 1.50 1.1 5.13 3.4 3.00 2.8 73.0 95 1.5 57 1.0 102 10 38 0.5 130 1.576 1.3 3.000 3.75 ) 3.7 2.25 3.4 2.25 1.50 DN65 761 95 1.757 1.5 57 38 3 3.500 4.25 4.5 2.50 3.1 4.50' 3.1 1.50 2.1 5.88 638 4.9 DN80 88 9 108 2.0 i 64 1.4 1 14 1 4 38 „ 1.0 149 2.7 86 2.2 _ _. __ _ 31/2 4 000 4 50 5.9-7 W 2.75 4.3 2.50 (sw) 4 0 1.75 (sw) 2.7 DN90 I 1016 11425 70 2.0 64 18 44 11 4 4.500 5.00 7.1 3.00 5.6 2.88 5.6 1.75 3.6 7.50 12.3 4.00 7.3 100 114.3 127 I 3.2 76 2 5 73 2.5 44 1.6 191 5.6 102 3.3 t..... -- 4.250 5.00 11.0 ` 3.00 5.6 108.0 127 5.0 76 IS - - - - - - - 41k 5.000 5.25 (sw) , 10.0 3.13 (sw) 6.0 3.50 (sw) 6.6 1.88 (sw) 4.2 DN120 127.0 133 4.5 79 2.7 89 3.0 48 1.9 - - - - 55.563 550 E 11.7 ' 3.25 8.3 2.88 (sw) 7.8 2.00 (sw) 5.0 9.25 (sw) 18.0 488 (sw) 14.8 1413 140 , 5.3 83 3.8 73 3.5 51 2.2 235 8.2 124 6.7 5.250 5.50 11.7 3.25 8.3 - 133.0 140 5.3 83 3.8 - - - - - - - - DNl 5.500 5.50 11.7 3.25 8.3 2.88 - 2.00 - - - - - 139.7 140 5.3 83 3.8 73 51 _ _ _.. _ _......... 6 6.625 6.50 17.2 ! 3.50 10.8 6.25' 12.2 2.00 7.0 10.75 30.4 ! 5.50 17.4 DN150168.3 165 7.8 89 4.9 159 5.5 51 3.2 273 13.8 140 7.9 .........._ _*__. _ _ =_ _ _. .. _ _... _ 6.250 6.50 18.6 3.50 10.8 159.0 165 8.4 89 4.9 - - - - - - - 6.500 6.50 1 15.5 3.50 9.8 3.13 11.4 2.00 7.4 10.75 (sw), 29.0 5.50 (sw) 19.0 1651 165 i 7.0 89 4.4 79 5.2 51 3.4 273 13.2 140 8.6 .............. . 2 Gooseneck design, end-to-end dimension fittings in this size, contact your nearest Victaulic sales representative. 3 For 14"/350 mm and larger roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales representative. 4 Chinese standard sizes (s) = Carbon Steel Direct Roll Groove (OGS) (sw) = Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an (sw) or (s). 07.01 1449 Rev AB Updated 04/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 5 ✓ctaul ce victaulic.com 4.1 DIMENSIONS (Continued) Elbows No. 10 90° Elbow No. 1145' Elbow k- ctoE� No. 12 221/2° Elbow EtaE No. 13 111/a° Elbow rctoEj ctoE No. 100 90° LongctoE " Radius Elbow - + < ctoE No. 110 45° Long r c to En Radius Elbow Standard and GSNK 07.01 1449 Rev AB Updated 04/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com R ✓ctsuhcr W ........... _. _ _ No. 100 _ _ --------- ------ ._. No. 110 No. 10 No. 11 No. 12 No. 13 90° Long Radius 45° Long Radius Size 90" Elbow 45" Elbow 221/s° Elbow 111/4° Elbow Elbow Elbow Actual i Approx. Approx. Approx. Approx. Approx. Approx. Outside Wgt. ! Wgt. Wgt. Wgt. Wgt. Wgt. Nominal Diameter C to E (Each) C to E (Each) C to E Each C to E (Each) C to E (Each) C to E (Each) inches inches inches Ib inches Ib inches Ib inches Ib inches Ib inches Ib DN mm mm kg mm kg mm kg mm kg mm kg mm kg 8 8.625 7.75 29.9 4.25 20.4 7.752 20.0 2.00 10.1 14.25 66.0 7.25 36.0 DN200 219.1 197 13.6 108 9.3 197 9.1 51 4.6 362 30.0 184 16.3 10 10.750 9.00 63.3 4.75 37.5 4.38 (sw) 30.0 2.13 11.8 15.00 107.0 6.25 57.0 DN250 273.0229 28.7 ! 121 17.0 111 13.6 54 _. - 5.3 381 48.5 159 ___ . 25.9 12 12.750 _ 10.00 74.0 5.25 66.7 4.88 (sw) 40.0 2.25 29.3 18.00 156.0 750 90.0 DN300 323.9 254 ( 33.6 = 133 30.3 124 18.1 57 133 457 70.8 191 40.8 143 14.000 14.00 ! 136.0 5.75 65.0 5.00 (sw) 46.0 3.50 (sw) 32.0 21.00(s) 164.0 8.75 82.0 DN350 355.6 356 ! 61.7 146 29.5 127 20.9 89 14.5 533 74.4 222 37.2 14.843 14.84 149.3 6.13 82.0 377.0 377 I 67.7 `:. 156 37.2 163 16.000 16.00 ! 171.0 6.63 88.0 5.00 (sw) 58.0 4.00 (sw) 42.0 24.00(s) ! 210.0 10.00(s) 100.0 DN400 406.5 406 77.6 ! 168 - 39.3 12726.3 _ 102 19.1 610 95.3 254 __ _ 45.4 16.773 16.75 198.6 7.00 101.3 -.. _ - 426.0 425 90.1 178 45.9 183 18.000 18.00 228.0 7.50 108.0 5.50 (sw) 65.0 4.50 (sw) 53.2 27.00(s) 273.0 11.25(s) 135.0 DN450 457.2 457 103.4 190 50.0 140 29.5 144 24.1 686 123.8 286 ! 61.2 18.898 18.88 1 291.0 7.83 141.7 480.0 480 132.0 200 643 203 20.000 20.00 ! 298.0 8.25 138.0 6.00 (sw) 78.6 5.00 (sw) 65.0 30.00(s) 343.0 12.50 (s) 174.0 DN500 508.0 508 135.2 ! 210 62.6 152 36.0 127 29.5 762 155.6 '': 318 78.9 20.866 20.88 355.0 8.63 179.0 530.0 530 ' 161.0 219 81.2 243 24.000 24.00 438.0 10.00 221.0 7.00 (sw) 140.0 6.00 (sw) 60.0 36.00(s) 516.0 15.00 (s) 251.0 DN600 609.6 610 198.7 254 100.2 178 63.5 152 27.2 914 234.1 381 113.9 24.803 24.80 545.0 10.25 255.2 630.0 630 247.2 I 261 115.7 For AGS fitting information, see publication 20.0S 14-60 350-1500 AGS V 2 Gooseneck design, end-to-end dimension fittings in this size, contact your nearest Victaulic sales representative. 3 For 14"/350 mm and larger roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales representative. (s) = Carbon Steel Direct Rall Groove (OGS) (sw) = Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an (sw) or (s). 07.01 1449 Rev AB Updated 04/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com R ✓ctsuhcr W victaulic.cornt 4.2 DIMENSIONS Reducing Base Support Elbow No. R -10G Grv. x Grv. �� o No. R -10F Grv. x Flange CtoECtoEo 0 0 B Dia. B Dia. 4.3 DIMENSIONS Adapter Elbow No. 18 90" Adapter Elbow C to No. 19 45" Adapter Elbow GE i cto< __ GE C to TIE C to L TL ......_._____.�_._._ ._..__ _._.._......_....._._..._._._. _ ............ _._ ............. No. 18 No. 19 Size 90" Adapter Elbows 45" Adapter Elbows Nominal Size inches DN Size C to GE inches mm C to TE inches mm No. R-10 Reducing Base Support Elbow C to GE inches mm Approx. Weight Each __._.... Approx. Weight (Each) Ib kg Nominal Size Size 1.050 C to E H B Diameter ! Grv. x Grv. Grv. x Flange 1.50 inches DN20 inches inches inches Ib Ib 38 DN 0.2 mm mm mm kg kg 6 4 9.00 1.25 1.50 19.0 33.0 DN150 x DN100 229 32 38 �.._._ 8.6 15:0 _ - - - 2.75 5 DN125 _.n _ _r 9.00 229 _ .. _. 1.50 38 1.50 38 23.0 38.0 10.4 17.2 8 . _.. _....... 70 6 10.50 - 2.13 - - 1.50 - - -- -y 33.0 52.0 _ DN200 x DN150 _ ._ 267 24 38 15.0 23.6 10 DN40 8 12.00 2.40 1.50 ..._ ....... 610 88.0 DN250 x DN200 305 61 38 27 7 39.9 4.3 DIMENSIONS Adapter Elbow No. 18 90" Adapter Elbow C to No. 19 45" Adapter Elbow GE i cto< __ GE C to TIE C to L TL ......_._____.�_._._ ._..__ _._.._......_....._._..._._._. _ ............ _._ ............. No. 18 No. 19 Size 90" Adapter Elbows 45" Adapter Elbows Nominal Size inches DN ActualApproximate Outside Diameter inches mm C to GE inches mm C to TE inches mm Weight (Each) Ib kg C to GE inches mm C to TE inches mm Approx. Weight (Each) Ib kg 3/4 1.050 2.25 2.25 0.5 1.50 1.50 05 DN20 26.9 57 57 0.2 38 38 0.2 1. 1.315 2.25 2.25 0.5 DN25 33.7 57 57 0.2 - - - -__ 11/4 ....._. _ 1.660 2.75 - - - 2.75 - --' 0.9 - -, DN32 42.4F _......... . _.. _....... 70 70 0.4 - 1'h 1.900 2.75 2.75 1.1 1.75 1.75 0.9 DN40 48.3 70 70 0.5 44 44 0.4 2 2.375 I 3.25 4.25 2.5 DN50 60.3 j 83 108 1.1 21/2 2.875 3.75 3.75 3.0 2.25 2.25 2.3 73.0 95 95 1.4 57 57 1.0 3 3.500 4.25 6.00 5.8 2.50 4.25 5.0 DN80 889 --108 152 2.6 64 108 2.3 31/2 4.000 4.50 6.25 8.0 5.25 5.25 8.8 DN90 101.6 114 159 3.6 133 133 4.0 6 6.625 6.50 650 17.6 3.50 3.50 12.7 DN150 168.3 165 165 80 89 89 5.8 s Available with British Standard Pipe Threads, specify "BSP" clearly on order. 07.01 1449 Rev AB Updated 04/2016 0 2016 Victaulic Company. All rights reserved. victaulic.corn 7 ✓Ct.:3 ic' victaulic.com 4.4 DIMENSIONS Tees, Crosses and True Wyes Size Actual Outside rCtoE� I- CtoE+ I C to E No. 20 No. 35 Tee Cross (sw) Approx. Approx. Weight Weight C✓to E \ Certo SE No. 33 True Wye (sw) Approx. Weight C to �GE� C to TE No. 29M Tee with Threaded Branch Approx. Weight Nominal Dimeter C to E , (Each) i C to E (Each) C to LE C to SE (Each) C to GE C to TE (Each) inches inches inches Ib inches Ib inches inches Ib inches inches Ib DN mm mm kg mm kg mm mm kg mm mm kg 3A 1.050 225 0.6 2.25 0.9 2.25 2.00 0.7 2.25 2.25 (sw) , 0.6 DN2026.9 57 0.3 1 57 0.4 57 51 0.3 57 57 03 1..... 1.315 2.25 1.0 2.25 1.3 2.25 2.25 1.1 2.25 2.25 1.0 DN25 33.7 57 0.5 _ 57 0.6 57 57 0.5 57 57 0.5 11/4 /a 1.660 2.75 1-5 2.75 2.1 2,75 2,50 1.5 2.75 2.75 1.5 DN3i 4 70 0.7 70 1.0 70 64 0.7 70 70 0.7 1'/2 1.900 2.75 2.0 E 2.75 2.5 2.75 2.75 1.8 2.75 2.75 2.0 DN40 48.3 70 0.9 70 1.1 70 70 0.8 70 70 0.9 2 2375 3.25 3.0 3.25 3.8 3.25 2.75 2.5 3.25 4.25 3.0 DN50 60.3 83 1.4 83 1.7 83 70 1.1 83 108 1,4 21/2 2.875 3.75 4.3 3.75 6.1 3.75 3.00 4.3 3.75 3.75 4.3 73.0 95 2.0 95 2.8 95 76 2.0 95 95 2.0 3.000 3.75 5.2 3.75 3.75 (sw) 5.2 DN65 76.1 95 2.4 _ _ _ _ _ 95 95 2.4 3 3.500 4.25 6.8 4.25 10.5 4.25 3.25 6.1 4.25 6.00 6.8 DN80 88.9 108 3.0 108 4.8 108 83 2.8 108 152 3.1 3'/2 4,000 450 (sw) 7.9 450 11.5 4,50 3.50 9.6 4.50 4.50 (sw) 7,9 DN90 101.6 114 3.6 114 5,2 114 89 4.4 114 114 3.6 4.250 5.00 15.5 5.00 5.00 (sw) 15.5 108.0 127 7.0 - - - - - 127 127 7.0 4 4.500 500 11.9 5.00 15.8 5.00 3.75 j 9.8 5.00 7.25 11.9 DN100 1143 12754 127 7.2 127 95 4.4 127 184 5.4 41/2 5.000 5.25 (sw) 15.0 5.25 18.5 5.25 5.25 (sw) 15.0 DN120 127.0 133 6.8133 8.4 _ _ _ 133 133 ? 6.8 5.M 550 17.8 a . 550 5.50 (sw) 17 8 133.0 140 81 - - - - - 140 140 8 .1 5.500 5.50 17.8 5.50 5.50 (sw) 17.8 DN 125 139.7 140 8.1 _ _ _ _ _ 140 140 8.1 5 55'6i 550 17.8 5,50 20.0 550 4.00 15.0 5.50 5.50 (sw) 17.8 13 140 8.1 140 9.1 140 102 6.8 140 _140_L_8.1 6.250 6.50 27.1 6.50 6.50 (sw) 27.1 159 0 165 12 3 _ 165 165 12. 3 6.500 6 50 22 0 ..._� 8.0 - � _ �6.5G0 � 6506{) 0 165.7 165 100 65 12 0 , 6 6.625 6.50 25.7 6.50 28.0 6.50 4.50 22.3 6.50 6.50 (sw) 25.7 DN 150 168.3 165 11.7 165 12.7 165 114 10.1 165 165 11.7 _ 8 8.625 F7 75 47 6 1 7.75 48.0 7.75 6.00 36.0 7.75 - _.. '7.7'5 47.6 DN200 219.1 197 216 197 21.8 197 152 16.3 197 197 21.6 10 10.750 9.00 99.0 9.00 121.5 9.00 6.50 69.9 9.00 9.00 99.0 DN250 229 44.9 22_9 55.1 229 155 31.7 22911_111__.'_44.'9_ 12 _273.0_ 12.750 _T10 133 0 10.0 0 110.0 10.00 7.00 80,0 _ _229 10.00 10.00 133.0 DN300 323.9 254 60.3 254 49.9 254 178 36.3 254 254 60.3 6 For 147350 mm and larger roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales representative. 7 Chinese standard sizes (s) = Carbon Steel Direct Roll Groove (OGS) (sw) = Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an (sw) or (s). 07.01 1449 Rev AB Updated 04/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com M ✓ctauhi victaulic.com 4.4 DIMENSIONS (Continued) Tees, Crosses and True Wyes �CtoEi r CtoEi CtoLE rCto GE C -F, �- \___ fi LE Certo GtoTE SE __ ... ............ .. ............................... ......... No. 20 No. 35 No. 33 No. 29M Size Tee Cross (sw) i True Wye (sw) Tee with Threaded Branch _ ............._ _..._.._..__....__ .__. Actual Approx. Approx. Approx. Approx. Outside Weight Weight Weight Weight Nominal Dimeter C to E (Each) C to E (Each) C to LE C to SE (Each) C to GE C to TE (Each) inches inches inches ! Ib inches Ib inches inches Ib inches inches Ib DN mm mm kg mm kg mm mm kg mm mm kg 146 14.000 11.00 (sw) 145.0 11.00 198.0 11.00 7.50 134.2 DN350 355.6 279 65.8 279 89.8 279 191 60.8 ( 11.50 145.0 j 377.0 - - - - - - - _ _.._.. 292 65.8 ... - e 3 166 16.000 12.00 (sw) 186 0 12.00 250.0 12.00 8.00 167.0 _ �DIS(400 406:4 305 844 305 113.4 305 203 75.7 426.0 13.00 186.0 300 84.4 - - - - - - - - ..... ........_ 186 18.000 1 S.50 (sw) 260.0 15.50 350.0 15.50 8.50 234.0 DN450 457,0 1 394 117.9 394 158.8 394 I 216 106.1 480.0 14.63 256.0._ 372 116.1 - - - - - - - - _- _... __ v.._. 206 20.000 17.25 (sw) 336.07 7.25 452 0 17.25 9.00 281.0 DN500 1 508.0 j 438 152A 438 205.0 438 229 127.5 530.0 15.38 (sw) 339.0 391 246 24.000 20.00 (sw) 592 0 20.00 795.0 20.00 1 f 0.00 523.0 DN600 610.0 508 268 5 508 360.6 508 I 254 237.2 630.0 17.38 (sw) , 473.0 447 2145 _ - - - 14-60 For AGS fitting information, see publication 20.05_ DN350 - AGS' DN1500 6 For 147350 mm and larger roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales representative. (s) = Carbon Steel Direct Roll Groove (OGS) (sw) = Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an (sw) or (s). 07.01 1449 Rev AB Updated 04/2016 0 2016 Victaulic Company. All rights reserved. victaulic.com 9 ✓ctaulior victaulic.com 4.11 DIMENSIONS Cap No. 60 07.01 1449 Rev AB Updated 04/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 17 xkc as cr -b No. 60 ....... -- ........ No. 60 Size Cap Actual Approx. Outside Weight Nominal Diameter "T" Thickness (Each) inches inches inches Ib DN mm mm kg 3A 1.050 0.88 0.2 DN20 26.9 22 0.1 1 1.315 0.88 0.3 25 33.7 22 0.1 11/4 1.660 0.88 03 DN32 42.4 22 0.1 11/2 1.900 0.88 0.5 DN40 48.3 22 0.2 2 2.375 0.88 0.6 DN50 603 22 0.3 21/2 2.875 0.88 1.0 73.0 22 0.5 3 000 0.88 12 761 m76122 241 0.5 3 3.500 0.88 1.2 DN80 88.922 254 0.5 -'. 31/2 4.000 0.88 25 DN90 101.6 22 1.1 4.250 1.00 2.3 108.0 25 1.0 4 4.500 1.00 2.5 DN100 114.3 25 1.1 5.250 1.00 4.5 133.0 25 2.0 -T^ DN125 5.500 1.00 4.5 139.7 25 2.0 5 5.563 1.00 4.6 _ _.. 141.3 25 2.1 13 For 141350 mm and larger roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales representative. (s) = Carbon Steel Direct Roll Groove (OGS) couplings. No. 61 bull plugs should be used. (sw) = Carbon Steel Segmentally Welded • All fittings are ductile iron unless otherwise noted with an (sw) or (s). + Contact Victaulic for details. 07.01 1449 Rev AB Updated 04/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 17 xkc as cr b No. 60 ......... __.... . _ ................. No. 60 Size Cap Actual Approx. Outside Weight Nominal Diameter "T" Thickness (Each) inches inches inches Ib DN mm mm kg 6.250 1.00 i 6.8 159.0 25 3.1 6.500 1.00 7.3 165.1 25 3.3 6 6.625 1.00 6.1 DN150 168.3 25 2.8 8 8.625 1.19 13.1 200 219.1 30 5.9 10 10.750 1.25 21.0 DN250 273.0 32 95 12 12.750 1.25 35.6 DN300 323.9 32 16.2 1473 14.000 9.50(s) DN350 355.6 241 + 1613 16.000 10.00(s) DN400 406.4 254 + 1813 18.000 11-00(s) DN450 457.0 279 + 2013 20.000 12.00(s) DN500 508.0 305 + 2473 24.000 13.50(s) +T. DN600 610.0 343 __ For AGS fitting information, see publication 20.05 14-60 AGS - DN350-DN1500 13 For 14'/350 mm and larger roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales representative. (s) = Carbon Steel Direct Roll Groove (OGS) (sw) = Carbon Steel Segmentally Welded + Contact Victaulic for details. NOTES • No. 60 cap is not suitable for use in vacuum service with Style 72 or 750 couplings. No. 61 bull plugs should be used. • All fittings are ductile iron unless otherwise noted with an (sw) or (s). 07.01 1449 Rev AB Updated 04/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 17 xkc as cr victaulic.com 4.16 DIMENSIONS Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric 'toE'� EtoE� �EtoE� Etill E� to EI r'EtoE� r-EtoE� r- EtillE� D F� E:� E-0 D E:�d F__:� ff:::� No. 50 No. 51 Fabricated Steel Fabricated Steel No. 50 No. 51 No. 50 No. 51 Fabricated Steel Fabricated Steel Reducer Eccentric Reducer + No. 50 No. 51 Weight ! No. 50 Concentric No. 51 E to E (Each) Size ....... .... Reducer ........... ... Eccentric Reducer DN mm kq mm kq Approx. ox. _. Approx. 33 DN50 76 Weight 102 Weight Nominal 3.00 E to E (Each) E to E (Each) inches 1.2 inches Ib inches Ib 3.2 DN mm kg mm kg 11/4 3A 31/2 1.9 2.9 10.00 (sw) DN32 x DN20 ' + 0.9 _254 3.6 5x 2 11.00 (sw) 9.0 1.9 5.2W DN50 279 DN25 + 0.9 - - 1'/z 3/a 10.8 1.4�� 102-�-1- 2.0 DN40 x DN20 + 0.6 5.5 11.00 (sw) 11.1 1 2.50 0.8 8.50 (sw) 4.5 4 DN25 64 0.4 2162.0 _ DN100', 89 11/4 2.50 1 0 6 1 4.00 5.0 DN32 , 64 0 5 102 23 2 3/a 2.50 0.9 9.00 (sw) 2.0 DN50 x DN20 64 3 0.3 j 229 0.9 2 1 j 2.50 10 7 9.00 (sw) 2.3 102 DN25 64 j - 0.3 229 1.0 6.4 11A 2.50 12 9.00 (sw) 4.6 DN32 64 0.5 229 2.1 15.0 1% I 3.50 1.0 ( 3.50 1.1 4 DN40 [ 89 0.5 1 89 0.5 21/2 3/a 14_0 1.3 5 3.3 6.4 x DN20 _+ 0.6 + 1.5 140 1 2.50 1.1 9.50 3.5 26.1 DN25 64 05 ' 2411.6 ... _ 11.8 3 1'/a 3.50 3.3 3.50 1.4 127 DN32 89 1.5_89 4 0.6 10.4 11h 2.50 3.6 9.50 (sw) 3.7 DN40 1 64 __.. 1.6 ........... .. ....... 1 241 ......... 1.7 . _ _..._ 23.0 2 2.50 3.9 i 3.50 4.3 6 DN50 s64 1.8 _ 89 2.0 3 3A 152 1.5 5 For 14"/350 mm 4.5 DN80 x DN20 + 0.7 + 2.0 1 250 1.3 950 (sw) 4.8 DN25 64 0.6 241 2.2 11/4 2.50 14 4.8 DN32 64 0.6 + 2.2 11'A 250 5.1 9.50 (sw) 5.1 DN40 , 64 2.3 241 2.3 2 250 1.6 3.50 6.0 DN50 64 0.7 89 2.7 21h 2.50 1.8 3.50 70 64 0.8 89 3.2 DN 76.1 2.50 2.1 m 31/2 3 2.50 2.0 ` 9.50 (sw) - 7.0 D_N9_0 x DN80 64 M 0. rn241 3.2 4 1 3.00 3.0 13.00 (sw) 6.5 DN100 x DN25 76 1.4 330 2.9 No. 50 No. 51 Fabricated Steel Fabricated Steel No. 50 No. 51 11/4 No. 50 Concentric No. 51 Size Reducer Eccentric Reducer + Approx. Approx. Weight ! Weight Nominal E to E (Each) E to E (Each) inches inches Ib inches Ib DN mm kq mm kq 11/4 4.6 DN32 + 2.1 11h 3.00 (sw) 2.6 10.00 (sw) 8.1 DN40 76 1.2254 3.7 2 3.00 2.4 4.00 33 DN50 76 1.1 102 1.5 21h 3.00 2.7 4.00 3.4 1 76 1.2 10_2 1,5 3 3.00 3.2 4.00 3.5 DN80 76 1.4 102 1.6 31/2 3.00 2.9 10.00 (sw) 8.0 ` DN90 76 1.3 _254 3.6 5x 2 11.00 (sw) 9.0 11.00 (sw) 5.2W DN50 279 4.1 279 2.4 21/2 4.00 4.3 11.00 (sw) 10.8 102-�-1- 2.0 279 4.9 3 4.00 5.5 11.00 (sw) 11.1 DN80 102 2.5 279 5.0 4 3.50 4.3 5.00 12.0 DN100', 89 1.9 127 5.4 6 1 4.00 5.0 11.50 (sw) 145 DN150 x DN25 102 23 292 6.6 11/2 5.5 DN40 + _ 2.5 + + 2 4.00 6.6 11.50 (sw) 143 DN50 102 3.0 292 6.6 21/2 4.00 6.4 11.50 (sw) 14.2 102 2.9292 _ 6.4 3 4.00 6.4 550 15.0 DN80 102 I 2.9 140 6.8 4 4.00 6.5 5.50 17.0 DN100 102 i 2.9 - 14_0 7.7 5 4.00 6.4 5.50 17.0 102 2.9 140 73 i .........X I 8 21/2 16.00 7.9 12.00 (sw) 26.1 DN200 406 3.6305 ...._.. 11.8 3 5.00 9.3 12.00 (sw) _ 22.0 DN80 127 4.2 305 10.0 4 5.00 10.4 12.00 (sw) 23.0 DN100 127 4.8305 10.4 5 5.00 11.6 12.00 (sw) _..._ 23.0 127 5.2 30510.4 6 5.00 11.9 6.00 24.0 DN150 127 5.4 152 10.9 5 For 14"/350 mm and larger roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales representative. 07.01 1449 Rev AB Updated 04/2016 © 2016 Victaulic Company. All rights reserved. MUM= omit PPA �Ct2 Uh10r victaulic.com 4.16 DIMENSIONS (Continued) Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric t, to E w - -EtoE� �-.EtaE� I.- EtillEto E� l r-EtoE� r- EtoE -sl I.-EtillE� 9 n� E::� E:::� D �� [[:I No. 50 No. 51 Fabricated Steel Fabricated Steel No. 50 No. 51 Fabricated Steel Fabricated Steel No. 50 No. 51 No. 50 No. 51 .......... ...... ............. ......... _.. .._.....__ . _ ..... ... , No. 50 Concentric No. 51 No. 50 Concentric No. 51 Size Reducer Eccentric Reducer Size Reducer Eccentric Reducer ---....... _. __.. _ ..... ..... Approx. Approx Approx. Approx. j Weight Weight I Weight Weight Nominal E to E (Each) E to E (Each) Nominal E to E (Each) E to E (Each) inches inches Ib inches Ib inches inches Ib inches Ib DN mm kg mm kg DN mm kg mm kg 10 4 6.00 19.7 13.00 (sw) 32.0 20 10 20.00 110.0 20,00 177.0 DN250 X DN100' 152 8.9 330 14.5 DNS00 x DN250 508 49.9 508 80.3 5 33.0 34.6 12 20.00 120.0 20.00 120.0 + 15.0 + 15.7 DN300 508 54.4 508 54.4 6 6.00 20.0 13.00 (sw) 36.9 14 20.00 149.0 20.00 149.0 DN150' 152 9.l 330 16.7 DN350 508 67.9 508 67.9 8 600 22.0 7.00 21.6 16 20.00 120.0 20.00 120.0 DN200 152 10.0 178 9.8 DN400 508 54.4 508 54.4 12 4 44.0 14.00 (sw) 48.0 18 20.00 136.0 20.00 136.0 DN300 x DN100. + 20.0 356 218 DN450 508 61.7 508 61.7 6 1 7.00 24.6 14.00 (sw) 50.0 1 24 10 20.00 142.0 2000 142.0 DN150_ 178 112 356 22.7 DN600 X DN250 508 644 508 64.4 ...... .... ....... .. 8 1 7.00 52.0 14.00 (sw) 53.5 12 20.00 150.0 20.00 150.0 MOW 178 23.6 356 24.3 DN300508 i 68.0 508 68.0 10 7.00 39.0 } 14.00 (sw) 57.0 14 T 20.00 162.0 20.00 162.0 DN250 178 17.7 356 25 9 i ? DN350 508 73.5 508 73.5 _ _.__...._ _..W _. .._... ._:..........._..__._......_.. 14 6 1300 65.0 13.00 60.0 16 20.00 162.0 20.00 162.0 DN350 X DN150 330 1 29.5 330 27.2 DN400 508 73.5 508 73.5 8 13.00 65.0 13.00 60.0 18 20.00 162.0 20.00 162.0 DN200; 330 29.5 330 27.2 I DN450 508 ( 73.5 508 73.5 _t. ...... .... . 10 1300 i 66.0 13.00 65.0 20 20.00 151.0 20.00 190.0 DN250 330 1 29.9 330 29.5 DN5001 508 68.5 508 86.2 12 13.00 68.0 13.00 66.0 For AGS fitting information, seeup blication 20.05 DN300 33030.8 330 29.9 14-6011 - i DN350 - DN1500 AGS 16 8 14.00 73.0 i 14.00 73.0 S DN400 x DN200' 356 33.1 355_ 331 --- 0 `73 0 rs For 14'/350 mm and larger roll grooved systems, Victaulic offers the 0 14.00 73.0 1 �.0 DN250 E 356 33.1 355 33.1a Systemor pricing an availability of ct groove _..___.__..._...._._....._...__....._......................_................ ___... fittings Advanced this size, contact your nearestVictaulic salesrepresentative. d 12 14.00 73.0 14.00 73.0 V' DN300 356 33.1 355 33.1 (s) = Carbon Steel Direct Roll Groove (OGS) __-__ 14 i 14.00 73.0 14.00 73.0 (sw) = Carbon Steel Segmentally Welded DN3501 356 33.1 355 33.1 + Contact Victaulic for details. 18 10 15.00 91.0 15.00 91.0 DN450 X DN250': 381 --� �41.3 381 41.3 NOTES W 72 Y 75.00 1 91.0 15.00 91.0 Available with male threaded small end No. 52. DN300' 381 413 381 41.3 Cast fitting available for JIS size. Contact Victaulic for details. 14 15.00 91.0 15.00 91.0 Steel eccentric reducers available through 307750 mm, contact Victaulic DN350 ` 381 41.3 i 381 413_ for dimensions. 16 15.00 91.0 15.00 91.0 All fittings are ductile iron unless otherwise noted with an (sw) or (s). DN381 413 381 413 is For 147350 mm and larger roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales representative. 07.01 1449 Rev AB Updated 04/2016 ® 2016 Victaulic Company. All rights reserved. victaulic.com 23 ✓ctaulicr SILVER OUR STRONGEST CLAMPS HAWK FOR FIRE SPRINKLERS AND PIPE SUPPORT LIGHTER. STRONGER. MADE IN USA. APPROVALS SilverHawk Top Beam Clamps are our strongest, lightweight top beam clamps. Made from cold rolled steel with a zinc plated finish, they are rust and corrosion resistant. These super strong SilverHawk clamps meet UL and FM testing requirements. Zinc finish aesthetically works with plated rods and plated swivel ring hangers. Tested by industry professionals, SilverHawk installation is quick and easy. Their unique counter balance design makes it easy to "spin" them onto threaded rods so installation goes faster. The open back shape provides visual verification during installation. • Made in USA. • Supports 3/8" rod — metric also available • 90° angle fits I-beam or T -bar up to 3/4" thick • Extruded tap holes meet FM Approvals requirements ■ Accommodates retaining strap usage • Competitively priced domestic part replaces the need to carry both domestic and import inventories ■ Comes with a plated hardened cup point set screw and lock nut • UL listed for top beam • FM approved for NFPA 13, 4" maximum rated pipe size • Manufacturers Standardization Society SP -69, Type 19 & 23 • Federal Specification WW -H -171E • Patent Pending 3/4" Model # 103-101 S Fm U` P1�S$ 1 4601 INDUSTRIAL PKWY j CLEVELAND, OH 441 35 USA IMI PHONE: 21 6.362.6300 FAX: 21 6.267.6BB4 O �I o b E-MAIL: SALES9GLOEIEPIPEHANGER.COM IJ PPE HANGBi PRODUCTS INCORPORATED I 5 TABLE OF CONTENTS Sammys® for Wood................................................................... Sidewinder® for Wood................................................................ Sammys Swivel Head' for Wood .............................................. Sammys® for Steel..................................................................... Sidewinder® for Steel................................................................. Sammys Swivel Head' for Steel ............................................... SammyX -Press" ....................................................................... Sammy X -Press Sidewinder..................................................... Sammy X -Press Swivel. ..................................... Sammy X -Press It® Installation Tool .................... Sammys® for Concrete ........................................ Sidewinder® for Concrete .................................... Sammys Swivel Head' for Concrete ................... Concrete/Wood Installation Kit ............................ Sammys Toggle. ................................................. CeilingScrews ..................................................... Dektite® Pipe Flashing ......................................... Speedy Pole Tool. ............................................... Spot Rite Level" .................................................. Approvals and Listings ........................................ Special Notes ...................................................... .................................. I............. 4 .................................... I........... 5 .................................................... 6 .................................................... 7 ..................................................... 7 ..................................................... 8 ............................................ I........ 8 9 ........I..................................................................... .............................................................................. 9 ........................................................................... 10 ............................................................................10 .............................................................................11 ....................... ........................................... I......... 11 ........................................................................... 12 ................... ........................................... I............. 12 ............................................................................13 ........................................................................... 13 ............................................................................13 ............................................................................14 ..... ....... ....................................... I ...... I................. 15 Warranty • Disclaimer of Warranty Proper fastener connection design takes in to account where and how fasteners are used. Allowance for special characteristics in materials, differences in materials, differences in types of materials being joined, unique or unusual environmental service or installation conditions and the safety factors required by anticipating normal or short term loading conditions must be considered. Due to possible differences in specifications, applications, and interpretation of results, purchasers and specifiers must make their own evaluation of the products, to determine the suitability of these products for intended use. All warranties of Buildex products, expressed or implied, including the warranties of merchantabilty and fitness for particular purposes are specifically excluded except for the following: Buildex will repair or replace any product which, within twelve months after sale by Buildex or its distributors, is found by Buildex to be defective in material or workmanship - normal wear and tear accepted. This is the sole warranty of Buildex and the sole remedy available to distributor or buyer. Buildex shall not be liable for any injury, loss or damage, direct, indirect, or consequential, arising out of the use of, or the inability to use, any Buildex product. 1. Insert the appropriate nut driver into a 318" or 112"portable drill 2. Insert the SAMMYS® into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. 3. Push the face of the nut driver tight to the member. Begin installation when the nut driver spins freely on the SAMMYS, stop drill and remove. 4. The SAMMYS is now ready to receive 114", 318° 112" or metric all thread rod, bolt stock. (The 112" requires the #14SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximumpullout in pudin steel. INSTALLATION STEPS - INTO CONCRETE: 1. Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre -drill the concrete member to a depth of 2" with a hammedrotary hammer drill set on impact mode. 2. After pre -drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14 (black) nut driver (p/n 8113910) into the opposite end (see Vertical Installation note above). 3. Insert the CST screw into the nut driver. 4. Place tip of screw into the pre -drilled hole, tum impact/drill unit to drill mode and begin insertion. When the nut driver spins freely on the CST screw, installation is complete. Stop and remove drill. 5. The concrete screw is ready to receive 114', 318", 112", or metric all thread rod or bolt stock. (# 14SW red nut driver used with 112" screw) Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode — doing so will destroy the pullout factor of the screw, 1. Insert the appropriate nut driver into a 318" or 112" portable drill. 2. Insert the SAMMYS into the #14SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member begin installation. 3. When the nut driver spins freely on the SAMMYS, stop the drill and remove. 4. The unit is now ready to receive 114", 318", M10, M8 or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purtin steel. i INSTALLATION STEPS - INTO CONCRETE: 1. Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre -drill the concrete member to a depth of 2" with a hammer/ rotary hammer drill set on impact mode. 2. After pre -drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #i4SW (red) nut driver (p/n 8114910) into the opposite end. 3. Insert the SWC screw into the nut driver. 4. Place tip of screw into the pre -drilled hole, tum impact/drill unit to drill mode and begin insertion. When the nut driver spins free on the SWC screw, installation is complete. Stop and remove drill. 5. The SWC screw is ready to receive 114", 318" or metric all thread rod or bolt stock. Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode — doing so will destroy the pullout factor of the fastener. SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. SAMMY%T FOR STEEL SAMMYS® FOR STEEL - Vertical Application i - #14 Black Nut Driver Part # 8113910 i- #14 SW Red Nut Driver Part # 8114910 Made with Teks* self -drilling fasteners - no pre -drilling required. • Installs into steel range from 20 gauge -112" thicknesses. Saves time from traditional methods. Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. • A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. Manufactured in the U.S.A. Watch a video dem nsbadon a! ��, www.itwbu,idex.com /SPECIAL NUT DMVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation 'jOHS each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins nuwuFncniae`o uu—sa `� free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. 1/4" 8024957 DSTR 100 ` 1/4-20 x 1" TEKS 3 1510 (20 ga.) .036"-20 ga 3/16" 25 125 114' 6025957 DST 100 1/4-14 x 1"TEKS 3 446 (20 ga.) .036-20 ga 3116" 25 125 114" 8026957 DST 150 114-14 x 1-112" TEKS 3 970 (16 ga.) .036"-20 ga 3116" 25 125 114' 8027957 DST 200 1/4-14 x 2" TEKS 3 446 (20 ga.) .036"-20 ga 3116' 25 125 114" 8030957 TEK 500 12-24 x 1-1/2" TEKS 5 3125 (3/16") .188"-3/16" 112" 25 125 318' 8038957 DSTR 1 * 1*20x 1"TEKS 3 1510 (20 ga.) 1500 1475 .036"-20 ga 8116" 25 125 318" 8037957 DSTR 1-1/2 ` 12-24 x t-1/2" TEKS 5 1510 (3/16") 1500 1475 .060'-16 ga. 112" 25 125 w 318' 8039957 DSTR 516 * 5/16.18 x 1-1/4' TEKS 3 2200 (20 ga.) 1500 1475 .036"-20 ga 3116" 25 125 318" 8040957 DST 10 1/4-14 x 1"TEKS 3 446 (20 ga.) 036"-20 ga 3116" 25 125 970 (16 ga.) 3/8' 8077925 DST 1IMS 114-14 x 1' TEKS 3 446 (20 ga.) 036"-20 ga 3116" 25 125 970 (16 ga) 318" 8041957 DST 15 1/4-14 x 1-1/2" TEKS 3 446 (20 ga.) 036"•20 ga 3/16" 25 125 970 (16 ga.) 318' 8078925 DST 16 -SS 114-14 x 1-112" TEKS 3 446 (20 ga.) 970 (16 ga.) 036"-20 ga 3116" 25 125 3/8" 8042957 DST 20 1/4-14 x 2" TEKS 3 446 (20 ga.) 036"-20 ga 3116" 25 125 970 (16 ga.) 318" 8044057 DST 30 1/4-14 x 3* TEKS 3 446 (20 ga.) 036"-20 ga 3/16" 25 125 970 (16 ga.) 318" 8045957 DST 516 5/16-18 x 1.1/4" TEKS 3 1500 (3116") 1500 1475 .125"-118" 3/16" 25 125 318" 8046957 TEK 50 12-24 x 1-1/2" TEKS 5 3125 (3/16') 1500 1475 .250"-114" 112" 25 125 1/2" 8031925 DST 2.0 114-14 x 2" TEKS 3 446 (20 ga.) 188"-3116" 1/4" 25 125 970 (16 ga.) 112" 8033925 DSTR 1.0 1/4-20 x 1" TEKS 3 1510 (20 ga.) .036"-20 ga 3116" 25 125 112" 8034925 DSTR 5.16 * 5/16-18 x 1-114" TEKS 3 2220 (20 ga.) .036"-20 ga 3/16" 25 125 112" 8035925 DST 5.16 5116-18 x 1-1/4' TEKS 3 1500 (31161 .126'-118" 31161" 25 125 1/2" 8036925 TEK 5.0 12-24 x 1-1/2" TEKS 5 3125 (3116") .188"-3/16" 112" 25 125 'Includes retaining nut /SPECIAL NUT DMVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation 'jOHS each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins nuwuFncniae`o uu—sa `� free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. 7 YS SAMMYS SWIVEL HEAD' FOR Application Eliminates distortion of threaded rod in sloped roof applications. 1 Accommodates 3-112 x 12 pitch. \ Installs into angled z-puriin; allows threaded rod to hang plumb. \V Allows 17° deflection from vertical. Manufactured in the U.S.A. �� •,�,s WatawI'lldal �wuexm DescriptionsApprovals Rod Part Model Screw Ultimate UL Test FM Test Min Max Box Case Size Number SWEL MOUNT #14 Black `k) .. 318' 8137957 SH DSTR 1' 114.20 X 1" 3220 (3116' 1500 1475 .035' 3/16" 25 125 Nut Driver TEKS 3 Part # 8113910 2368 (1/2" steel Vertical) 318" 8268957 SH-TEK 50 12-24 x 1-314" 1306 (45' off Vertical) 1500 (Vertical) 4" 3/16' 1/2" 25 125 TEKS 5 2281 (3/16' HSS) 850 (45' off Vertical) 2-1/2' 1585 (3/16' HSS 45° off Vertical) 2368 (1)2" steel Vertical) 112" 8270957 SH-TEK 5.0 12-24 x 1-314' 1306 (45° off Vertical) 3116' 1T 25 125 TEKS 5 2281 (3116' HSS) ala SII rangy 1585 (3116' HSS 45' off Vertical) Pa;1 y 52749 �: 'Dces not comply with ROHS requirements /Includes retaining nut Made with Teks`' self -drilling fasteners - no pre -drilling required. Installs into steel range from 20 gauge —1/2" thicknesses. A standard screw un with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screw un should be a minimum of 6 amps and have an RPM range of 0-2500. • Saves time from traditional methods. ' • Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. Wafch a video demrnstratlon a1 COP www.itwbuiWex.com Rod Part Screw Manufactured in the U.S.A. Ultimate UL Test FM Test Min Max Box All Approvals . -- .. Model Number DescriptionsSize 1/4' 8047957 SWD 100 1/4-14 x 1' TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 114' BW9957 SWDR 100 1*20 x 1' TEKS 3 1900 (20 ga.) .036'-20 ga 3116' 25 125 318' 8050957 SWD 10 114-14 x 1"TEKS 3 1477 (16 ga.) 060"-16 ga 3116' 25 125 318• 8080925 SWD 10 -SS 1/4-14 x 1" TEKS 3 1477 (16 ga.) 060"46 ga 3/16' 25 125 3/8" 8052957 SWD 20 1/4-14 x 2' TEKS 3 1477 (16 ga.) 060"-16 ga 3116" 25 125 318" 8055957 SWDR 1' 114-20 x 1"TEKS 3 1900 (20 ga-) 1500 1475 .036"-20 ga 3116' 25 125 #14 SW Red '" 3/8" 8054957 SWDR 1-112' 12-24 x 1-1/2" TEKS 5 2375 (3116') 1500 1475 .188"-3/16" 112" 25 125 Nut Driver y ' '" 318" 8056957 SWDR 516' 5116.18 x 1-114" TEKS 3 2480 (20 ga.) 1500 1475 .036'-20 ga 3/16' 25 125 Par, # 8114910 1 318" 8057957 SWT 15 12-24 x 1-1/2" TEKS 5 2375 (3/16') .188"-3/16' 112" 25 125 Includes retaining nut SAMMYS SWIVEL HEAD' FOR Application Eliminates distortion of threaded rod in sloped roof applications. 1 Accommodates 3-112 x 12 pitch. \ Installs into angled z-puriin; allows threaded rod to hang plumb. \V Allows 17° deflection from vertical. Manufactured in the U.S.A. �� •,�,s WatawI'lldal �wuexm DescriptionsApprovals Rod Part Model Screw Ultimate UL Test FM Test Min Max Box Case Size Number SWEL MOUNT #14 Black `k) .. 318' 8137957 SH DSTR 1' 114.20 X 1" 3220 (3116' 1500 1475 .035' 3/16" 25 125 Nut Driver TEKS 3 Part # 8113910 2368 (1/2" steel Vertical) 318" 8268957 SH-TEK 50 12-24 x 1-314" 1306 (45' off Vertical) 1500 (Vertical) 4" 3/16' 1/2" 25 125 TEKS 5 2281 (3/16' HSS) 850 (45' off Vertical) 2-1/2' 1585 (3/16' HSS 45° off Vertical) 2368 (1)2" steel Vertical) 112" 8270957 SH-TEK 5.0 12-24 x 1-314' 1306 (45° off Vertical) 3116' 1T 25 125 TEKS 5 2281 (3116' HSS) ala SII rangy 1585 (3116' HSS 45' off Vertical) Pa;1 y 52749 �: 'Dces not comply with ROHS requirements /Includes retaining nut SAMi! y X.PRj E S,S@ Installs into Metal Deck, Purlin, or Tubular Steel SAMMY X -PRESS® - Vertical Application The Sammy X -Press expands to provide direct vertical attachment in: - light gauge steel deck or purlin (22 ga.-1/8"). Installs in seconds with Sammy X -Press It" Tool, saving time & installation costs. • Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. • Less jobsite material needed. No retaining nut required. Provides design flexibility. Manufactured in the U.S.A. Watch a video demonstration at www.itwbufldex.com ),Sammy 1/4" 8181922 XP 200 X -Press 200 1146 (22 gal 185 (Luminaire) 250 (Luminaire) .027" .056" .125" 25 125 Metal Deck 850 (21W Pipe) .02T' 940 (z' Pipe) 029" 'w 318" 6150922 XP 20 Sammy X -Press 20 1146 (22 gal 185 (Luminaire} 250 (Luminaire) .027" .056" 1475 (4" Pipe) 104° 125" 25 125 Metal Beck 283 (Conduit & Cable) .029' 1500 (4" Pipe) .060" 3/8" 8153922 XP 35 Sammy 1783 (16 ga) 185 (Luminaire) .029" 940 (2" Pipe) .029" 125" 25 125 Pu lin - X -Press 35 250 (Luminaire) .056" 1475 (4" Pipe) .104" 416 (Conduit & Cable) .059" Pre -Pour Structural Concrete@3000 psi Metal Deck 316" 8150922 XP 20 Sammy 1146 (22 gal BW (211: Pipe) 25 125 Metal k P€ke X -Press 20 Post -Pour Range 11 LWC5 35 PGF (Ihs1W) (Post -Pour) �--� r -Pre -Pour Structural Concrete Q 3000 psi Post -Pour Range II LWC5 35 PCF tlbal ft) SAMMY X -PRESS S/DEW/NDEW -Horizontal Application The Sammy X -Press Sidewinder expands to provide horizontal attachment in: 16 ga - 3/16" steel - purlin, tubular steel. Installs in seconds with Sammy X -Press It° Tool, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited; ie. metal roof (SMP). deck, tubular steel, or vapor barrier fabric. Less jobsite material needed. No retaining nut required. Provides design flexibility. Manufactured in the U.S.A. -` Watch a video derrwnatra6on aI www.itwbuildex.com "'� """ t 816" 8293957 SVyXP 35 Sidewinder "" 90 X -Press 35 1798 (16 gal (luminaire) .059" 125° 25 125 Purl -rt 416 (Conduit& Cable) N,WUFACNREOU SA W. SAMMY X -PRESS SWIVEV- -Swivel Application x ,r (SXP) " 31W 8294922 SXP 20 Swivel X -Press 20 bi 318" 8295922 SXP 35 Swivel X -Press 35 750 (2' Poe) 1061 (22 ga Vert) 170 Vertical (Luminaire) 829 (45° Off Vert) 80 @ 45° (luminaire) 283 Vertical (Condult & Cable) 233 @ 45' (Conduit & Cable) 1250 (3-112' Pipe) 1675 (76 ga Vert) 250 Vertical (Luminaire) 1558 (89" Off Vert) 50 ) 0 Vertical (Conduit & Cable) 333 @D 89" (Conduit & Cable) 112' 8272957 SXP 2 U Swivel 1061 (22 ga Vert) X -Press 2.0 829 (45' Off Vert) 112" 8271957 SXP 3.5 Swivel 1675 (16 ga Vert) X -Press 3.5 1558 (89° Off Vert) !Pomyksi Less jobsite material needed. No retaining nut required. Provides design flexibility. Manufactured in the U.S.A. Watch a �rdeo demonsfra0on of wwwitwbuildex.com 029" 635 (2" Pipe) .029' .125' 25 125 Metal Deck .059" 635 (2" Pipe) .029" ,125' 25 125 Pullin .027" .125' 25 125 Metal Deck 060" .125" 25 125 Pudin The Sammy X -Press expands to provide direct vertical attachment in: metal deck (22-16 gauge) z-pudin (18-16 gauge) Manufactured in the U.S.A. Watch a video denansbaGron at ;< www.ihvbuildex.com Part Number Model Descripbon Qty 8194910 UXPIT' Universal X -Press It Toot 1 8152910 XPDB 25164" Drill Bit 1 'Tool Includes: Sleeve, Bit Receiver, Hex Wrench, and 25169' Drill Bit. • The Sammy X -Press Swivel allows you to hang plumb in extreme roof pitches: 89° in z-purlin 45° in metal deck for 12112 pitch ¢4R Installs in seconds with Sammy X -Press Itc Tool, saving time & installation costs. Use in applications where access to the back of c the installed fastener is prohibited. iemetal roof deck, tubular steel. or vapor barrier fabric. " 31W 8294922 SXP 20 Swivel X -Press 20 bi 318" 8295922 SXP 35 Swivel X -Press 35 750 (2' Poe) 1061 (22 ga Vert) 170 Vertical (Luminaire) 829 (45° Off Vert) 80 @ 45° (luminaire) 283 Vertical (Condult & Cable) 233 @ 45' (Conduit & Cable) 1250 (3-112' Pipe) 1675 (76 ga Vert) 250 Vertical (Luminaire) 1558 (89" Off Vert) 50 ) 0 Vertical (Conduit & Cable) 333 @D 89" (Conduit & Cable) 112' 8272957 SXP 2 U Swivel 1061 (22 ga Vert) X -Press 2.0 829 (45' Off Vert) 112" 8271957 SXP 3.5 Swivel 1675 (16 ga Vert) X -Press 3.5 1558 (89° Off Vert) !Pomyksi Less jobsite material needed. No retaining nut required. Provides design flexibility. Manufactured in the U.S.A. Watch a �rdeo demonsfra0on of wwwitwbuildex.com 029" 635 (2" Pipe) .029' .125' 25 125 Metal Deck .059" 635 (2" Pipe) .029" ,125' 25 125 Pullin .027" .125' 25 125 Metal Deck 060" .125" 25 125 Pudin The Sammy X -Press expands to provide direct vertical attachment in: metal deck (22-16 gauge) z-pudin (18-16 gauge) Manufactured in the U.S.A. Watch a video denansbaGron at ;< www.ihvbuildex.com Part Number Model Descripbon Qty 8194910 UXPIT' Universal X -Press It Toot 1 8152910 XPDB 25164" Drill Bit 1 'Tool Includes: Sleeve, Bit Receiver, Hex Wrench, and 25169' Drill Bit. f. SAMMYS® FO Application ;A { l lR CONCRETE :a ugh °S I S L �1 �4 Watch a video demorsVation at tea. � www.itwbuildex.com #14 Black1/4" Easy two step process (Drill hole $ Jdrive CST 200 Sammys concrete anchor). 2400 25 125 Nut Driver Part # 8113910 318" 8059957 CST 20 5/16 x 1-3/4" pre -drilled pilot hole required. 1475 25 125 > ' 318" • Concrete Installation Tool available for CST 20 -SS 5/16 x 1-314" 2400 a one tool installation process. Nut Driver 1/2" 8060925 Manufactured in the U.S.A. 5/16 x 1-3/4" 2400 25 125 Part # 8114910 _ k :a ugh °S I S L �1 �4 Watch a video demorsVation at tea. � www.itwbuildex.com #14 Black1/4" 8058957 CST 200 5/16 x 1-3/4" 2400 25 125 Nut Driver Part # 8113910 318" 8059957 CST 20 5/16 x 1-3/4" 2400 1475 25 125 #14SW Red 318" 8145925 CST 20 -SS 5/16 x 1-314" 2400 25 125 Nut Driver 1/2" 8060925 CST 2 5/16 x 1-3/4" 2400 25 125 Part # 8114910 Tested in 3000 PSI concrete Easy two step process (Drill hole & drive Sammys concrete anchor). •'/4" pre -drilled pilot hole required. Concrete Installation Tool available for a one tool installation process. Manufactured in the U.S.A. Watch a dao demonsVaGon at www.rtwbuildex.com ^ i 1/4" 8062957 SWC 200 5/16 x 1-314" 2450 25 125 318" 8061957 SWC 20 5/16 x 1-314" 2450 1475 25 125 Tested in 3000 PSI concrete The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation + V ; 0_ each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins wwuFActeneo u se °^ free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. #14SW Red fw Nut Driver Part # 8114910 Easy two step process (Drill hole & drive Sammys concrete anchor). •'/4" pre -drilled pilot hole required. Concrete Installation Tool available for a one tool installation process. Manufactured in the U.S.A. Watch a dao demonsVaGon at www.rtwbuildex.com ^ i 1/4" 8062957 SWC 200 5/16 x 1-314" 2450 25 125 318" 8061957 SWC 20 5/16 x 1-314" 2450 1475 25 125 Tested in 3000 PSI concrete The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation + V ; 0_ each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins wwuFActeneo u se °^ free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. al SWIVEL MOUNT 3/8" 8269957 SH-GST/CST 20 5116 x 1-314" 1/2" 8303957 SH-GSTICST 2,0 5116 x 1-314" #14 SH Grange Nut Diver 0&1 # 82'3910 Note: UL Listed for wood - see page 5 • Installs vertically and swivels up to 89° in wood & concrete structures. Eliminates distortion of threaded rod. 114" pre -drilled pilot hole required. Concrete installation tool available for a one piece installation process. Manufactured in the U.S.A. 2537 in 3000 psi concrete 1459 @ 45°off vertical in 3000 psi concrete 2852 in 6000 psi concrete 25 125 1636 @ 45'off vertical in 6000 psi concrete 2537 in 3000 psi concrete 1459 @ 45°oft vertical in 3000 psi concrete 2852 in 6000 psi concrete 25 125 1636 @ 45°off vertical in 6000 psi concrete Rotary Hammer Drill inb concrete Hammer Drill Into concrete Part Numbs► O�crlPUon Each Qty i Concrete Installation Kit (a) 8121910 SDS B250 Bit Receiver (114")' 1 'Only sold separately - not included in kit. • Tested in 3000 PSI concrete Kit includes the following items: 8113910 #14 Black Nut Driver (b) 1 8114910 #14 SW Red Nut Driver (c) 1 8116910 #250 Bit (114") (d) 1 8117910 SDS Bit (1/4") (e) 1 8118910 7/32 Wood Bit (f) 1 8120910 HEX 250 Bit Receiver (114") (g) 1 8098910 SL 250 Sleeve (h) 1 8121910 SDS B250 Bit Receiver (114")' 1 'Only sold separately - not included in kit. • Tested in 3000 PSI concrete ACCESSORIES 1. Pre -drill a 5/8" hole with a regular drill or hole saw. 2. Insert SST screw into #14 black nut driver. With wing nut and washer on bolt, insert wing nut through surface, and begin } installation. 3. When bolt is secure and nut driver spins free, stop drill motor TV and remove. Pre -Cast Hollow Core 4. SST screw is now ready to receive 114", 3/8", or Metric all Concrete thread rod or bolt stock. i I � l Rod Size Part Number Model Screw Descriptions Ultimate Pullout (Ibs) Box Qty Case 114" 8063925 SST300 1/4 x3" 450 (Lath & Plaster) 25 125 404 (2 Layers 518 Rock) 3/8" 8064925 SST 30 114 x 3" 450 (Lath & Plaster) 25 125 #14 Black 404 (2 Layers 518 Rock) Nut Driver Part # 8113910 i[ CWIT Installation Tool Part # 8110910 Application STEEL 8107957 .. 3116" eyelet to accommodate common wire size. AP7 16 ga. 170 (209a) , r, ICC ICC approvals can be found at 8190957 CWSD 15* Gimlet 114 x 1-112" Teks www.itwbuildex.00m under Evaluation 20 ga. 170 (20 ga.) Report # ER -5367. R STEEL 8108957 CWSD 2* Teks 114 x 2" 3.114" 472 (20 ga) 16 ga. ¢4 25 125 ICC Use the CWIT Installation Tool 1 Speedy Pole Toof 1 for easy installation of ceiling screws ' Does not comply with ROHS requirements without ladders or scaffolding! (see pg 13 /or deraikl [cc STEEL 8107957 CWSD 1' Teks 1t4 x P 2' 472 (20 ga) 16 ga. 170 (209a) 25 125 ICC STEEL WOOD 8190957 CWSD 15* Gimlet 114 x 1-112" Teks 2-314" 472 (20 ga) 1393 (Fir) 20 ga. 170 (20 ga.) 25 125 [cc STEEL 8108957 CWSD 2* Teks 114 x 2" 3.114" 472 (20 ga) 16 ga. 170 (20 ga.) 25 125 ICC 8110910 CWIT Installation Tool 1 ' Does not comply with ROHS requirements :)EKT/TE° PIPE FLASI Application Part Number 4001910 4003910 4004910 Adaptor Plug (a) Socket Driver for SAMMYS (b) Socket Driver for Ceiling Wire Screws (c) Socket Driver for 114" Standard Nut Drivers (d) Stud Plug for Viper or Ladd Powder Actuated Attachment (e) (Items not sold seperately) ■ Product Features • Complies with NFPA 13 Code Changes. • Flashing for dry pendant sprinklers subject to extreme temperature changes. One piece construction is easy to install. Pipe diameter markings ensure accurate fit. EPDM temperature range of -65°F to +250°F Base Diameter Delctite Height Box / 3-112• 1-314" 20 4-314" 3" 10 6-114" 4" 10 • The Pole Tool and Universal Socket Kit provide easy and safe installation for Sammys Jack Chain Threaded Rod Wire Pencil Rod Screws Ceiling Screws • Ideal for retrofit and hard -to -reach projects in wood and steel. Number DescriptionPart 8123910 Pole Tod 6' (3' - 61 STAY OF TO E-oEKTITE Pole Tool 12'(4'- 12) 1 CODE! Pole Tool 18' (6' -181 kith a gQic1, -r- 0RANtE mood efficient ✓ ay EWL@ to flash your chaka w-iien onw safrigerationifxxe�er units t—M SMNKtE6 Sammys Socket Driver Description Mini Pipe Outside Diameter 1 1W -1-118" 1 1/4"- 2" 2 1-314" - 3-114" Adaptor Plug (a) Socket Driver for SAMMYS (b) Socket Driver for Ceiling Wire Screws (c) Socket Driver for 114" Standard Nut Drivers (d) Stud Plug for Viper or Ladd Powder Actuated Attachment (e) (Items not sold seperately) ■ Product Features • Complies with NFPA 13 Code Changes. • Flashing for dry pendant sprinklers subject to extreme temperature changes. One piece construction is easy to install. Pipe diameter markings ensure accurate fit. EPDM temperature range of -65°F to +250°F Base Diameter Delctite Height Box / 3-112• 1-314" 20 4-314" 3" 10 6-114" 4" 10 • The Pole Tool and Universal Socket Kit provide easy and safe installation for Sammys Jack Chain Threaded Rod Wire Pencil Rod Screws Ceiling Screws • Ideal for retrofit and hard -to -reach projects in wood and steel. Number DescriptionPart 8123910 Pole Tod 6' (3' - 61 1 8124910 Pole Tool 12'(4'- 12) 1 8125910 Pole Tool 18' (6' -181 1 8126910 Pole Tool 24' (8'- 24') 1 101__1001 (specify chaka w-iien onw 8127910 Sammys Socket Driver 1 8128910 Ceiling Wire Socket Driver for wire and chain 1 8129910 Universal Pole Tool Socket Kit 1 8130910 Spot Rite Level f 112", 314", and 1• threading Magnetic ship for ease of use Pocket Sized I� Lightweight • 3 -vial design for measurement of 0°, 451, and 901 angles APPROVALS 8007957 GST 10 318' Vertical CPVC 1.1/2" 300 1-1/2" XP 200 114" 8294922 8020957 SWG 10 3/8" Horizontal CPVC 1-112" 300 1-112" 318" Sheet Steel Gauges 8008957 GST 20 31W Vertical 2.1/2' 850 1-1/2" 4" 1475 1-1/2" 8068925 GST 20 -SS 3/8' Vertical 2-1/2" 850 1-1/2" Fastening requirement 5 times weight of water -filled schedule 40 pipe plus 250 pounds. 8010957 GST 30 318" Vertical 4" 1500 1-1/2" 4' 1475 1-1/2" 8009925 GST 25-380 3/8" Vertical 4" 1500 1-1/2" 8022925 SWG 25-380 3/8" Horizontal 3-1/2" - 4' 1500 1-1/2" 8021957 SWG 20 3/8" Horizontal 2-1/2"-3""` 1050 1-112" 8073925 SWG 20 -SS 318" Horizontal 2-112" 850 1-1/2" 8269957 SH-GST/CST 20 3/8" 45' Angle off Vertical 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 31W 45* Angle off Vertical 4' 1500 1-1/2" 8139957 SH -GST 20 3/8" 17" Angle off Vertical 3" 1050 1-1/2" 4" 1475 1-112" 8038957 DSTR 1 318" Vertical 4" 1500 .035" 4" 1475 .105" 8037957 DSTR 1-112 3/8" Vertical 4" 1500 .035" 4" 1475 .105" 8039957 DSTR 516 3/8' Vertical 4" 1500 .037" 4" 1475 .105" 8045957 DST 516 3/8" Vertical 4" 1500 .188" 4" 1475 .188" 8046957 TEK 50 3/8' Vertical 4" 1500 .250" 4" 1475 .188" 8055957 SWDR 1 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8056957 SWDR 516 3/8" Horizontal 4" 1500 .037' 4" 1475 .060" 8054957 SWDR 1-1/2 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8137957 SH-DSTR 1 3/8" 17' Angle off Vertical 4' 1500 .035" 4" 1475 .105" 8268957 SH-TEK 50 318"Vertical 2-1/2" 850 70" Angle off Vertical 4" 1500 8150922 XP 20 318" Vertical 2-1/2" 850 .027" 2" 940 .029" 4' 1475 .105" 8153922 XP 35 318" Vertical 4" 1500 .060" 2" 940 .029" 4" 1475 .125" 8294922 SXP 20 3/8' Vertical or up to 45' 2" 750 027" 2" 635 .029" 8295922 SXP 35 3/8" Vertical or up to 89' 3-1/2" 1250 .060" 2" 635 .029" 8293957 SWXP 35 3/8' Honzontal 3-1/2" 1250 .060" UMM YS FOR OWkETE • PIPE HANGER 8059957 CST 20 3/8' Vertical 4" 1475 3000 8061957 SWC 20 3/8" Horizontal 4" 1475 3000 8150922 XP 20 318' Vertical 2-112" 850 Pre -Pour Structural @ 3000psi 8150922 XP 20 3/8" Vertical 2-1/2" 850 Post -Pour Range II LWC 5 35 PCF (lbs/ti') 8150922 XP 20 318" 8153922 XP 35 3/8" 8181922 XP 200 114" 8294922 SXP 20 318" 8295922 SXP 35 3/8" 8293957 SWXP 35 318" Vertical Vertical Vertical Vertical 45' Vertical W. Horizontal 185 250 185 250 185 250 170 80 250 80 80 .027" .035" .027" .035" .027" .035" .027" .027" .060" .060" .060" 8150922 XP 20 31W Vertical 283 .027' Max 4 trade size EMT, RMC, and IMC & 5 trade size rigid PVC conduit 8153922 XP 35 318" Vertical 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8294922 SXP 20 3/8" Vertical 283 .027" Max 4 trade size EMT, RMC, and IMC & 5 trade size dgid PVC conduit 8295922 SXP 35 3/8" Vertical 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8293957 SWXP 35 3/8" Horizontal 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8149957 CZ2000 114" or 318" Onto Vertical Rod UL Listed 4516 - Cable Hanger, Cat. No. C-22000 Plenum Rated, Sheet Steel Gauges Complies w/ NEC Standards Gauge No. 22 ga. 20 ga. 18 ga. 16 ga. 14 ga. 12 ga. 118" 3116" 114" Nominal Decimal Equivalent .030" .036" .048" .060" .075" .105" .125" .188" .250" `SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-1/2" "SWG 25-380 Maximum pipe size in wood timber or joist allowed by UL is 4" UL compliance with NEC Standards. "SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2" UL and FM tests were performed in compliance with NFPA 13 Standards. "SWG 20 Maximum Dice size in wood timber or foist allowed by UL is 3' Fastening requirement 5 times weight of water -filled schedule 40 pipe plus 250 pounds. SPECIAL NOTES Engineering Note In 1996, the anchors listed by UL were tested in plate steel that measured .188" and .118". Subsequent testing was done for z-pudin applications in May 1997 using (.037") or 20 gauge steel. Most recently in 2008, testing with the new Sammy X -Press® was completed using (.030") or 22 gauge steel metal deck. Sammys® Nut Drivers Special nut drivers were designed to be used with Sammys. When the appropriate nut drivers are used for installation, the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap, reduces over -torque, and prevents screw failure. Steel Screws Due to variations in hardness of certain metals, it should be noted that our self -drilling screws for steel will experience different drill speeds. 500-1500 RPM drill speed should be used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offerring. Vibratory Environments' For attaching or anchoring in high vibratory environments, special care should be taken not just for building attachments but also for the hangers or assemblies being supported Consult local code authorities for accepted anchoring devices. Composite Joist/Truss Truss manufacturers vary installation recommendations for composite joist. UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss. Sammy GST 20 can be installed into the center of the lower cord of a composite joist. Penetration of the upright center web is permitted by some joist manufacturers. Consult truss manufacturer for recommended installation point. Pre -drilling may be required by joist manufacturers. If so, pre -drill pilot hole 1/8" smaller than root diameter of fastener. Consult the table below: Model Root Diameter Hole Size GST 20 .182" 1/8' GST 25-380 .280" 7132" SWG 20 .182" 1/8" SWG 25-380 .280" 7/32" To increase efficiency of the installation process, sleeve tools, bit receivers, and wood bits are available for pre -drilling NFPA/NEC Standards All UL and FM testing complies with NFPA 13 and NEC standards. Check with your local (AHJ) Authority Having Jurisdiction to confirm application and usage. UL Listings / FM Approvals UL and FM reports are available at www.itwbuildex.com PPE HIM E0. CA&E 1uV9YtMRE NSOIbIFO iUMx�PE Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats:.dwg, .dxf, and Jgs. Manufactured in the U.S.A. Products Contact Information �UFACTUREO USA Technical Assistance: (800) BUILDEX Option #6 (x 3259) Customer Service: (800) BUILDEX Option #1 1 77,7,"' BUILDING IDEAS THAT WORK FOR OVER 40 YEARS! QUALITYO At ITW Buildex we pride ourselves on serving the construction industry for ` over 40 years with innovative, quality products that help our customers save time and money. We are commited to our customers by providing world class customer service and technical support. We are here to help! 1 Sammys`, Sammy X -Press', Sammy X -Press N, SidewiideF, Sammy X•Press Swiver, Sammy X -Press Sidewinder', Tepoon', Sammy Saddle', Speedy Pole Toor, Spot -Rite Lever, Dek lite°, Swivel HeadTM, Sammys Toggle', and Teks° are trademarks of Onois Tool Works, Inc. - Dekdtee Is a registered trademark of Deks Industries Pry Ltd. SX84—rev0712 0 2012 FIN Bui Max and I1nois Tool Works, Inc. Fig. 200 - "Trimline" Adjustable Band Hanger Fig. 20OR (Import) - "Trimline" Adjustable Band Hanger w/Retainer Ring Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features — • (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is eas- ily installed around pipe. • (21/2" thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUQ for steel and CPVClap stic pine and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW -H-171 E Type 10 and Manufacturers Standardization Society SP -69 Type 1-1 Maximum Temperature — 650°F Finish — Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By — Figure number and pipe size Note — Figure 20OR (import) with retainer ring and non -captured knurl nut. Fig. 2001" - 2" B" C @US LISTED FM Fig. 200 21h" - 8" :r Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Fig. 2001" - 2" B" C @US LISTED FM Fig. 200 21h" - 8" OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 20OR 1/2" - 2" Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 31/8 25/8 400 11 3/4 3/8 8mm or 10mm 31/8 21h 400 11 1 3/8 8mm or 10mm 33/8 25/8 400 12 11/4 3/8 8mm or 10mm 33/4 27/8 400 13 1 1h 3/8 8mm or 10mm 31/8 27/8 400 14 2 3/8 8mm or 10mm 41h 3 400 15 21h 3/8 10mm 55/8 41/8 600 27 3 3/8 10mm 57/8 4 600 29 Th 3/8 10mm 73/8 51/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 20OR 1/2" - 2" - Rod Stiffener Size Range — Sim es 3/8" thru 7/8" hanger rod Material — Carbon Ste--T--- Function teeFunction — Secures channel to ha rod for vertical seismic bracing. Approvals — Underwriters Laboratories Lis the USA (UL) and Canada (cUL). Included in our Seismic Restraints a Finish — Electro Galva ' Note — Availa HDG finish or Stainless Steel materials. Order — Figure number Fig. 99 - All Thread Rod Cut to Length Size Range — Secures 3/8" thru 7/8" rod in 1 " increments Material — Carbon Steel Maximum Temperature — 750°F Finish — Plain Note — Available in Electro -Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter, rod length and finish Component of State of California OSHPD Approved Seismic Restraints Svstem- Fig. 100 - All Thread Rod Full Lengths Size Range — Secures 3/8" thru 7/8" rod in 10' lengths Material — Carbon Steel Maximum Temperature — 750°F Finish — Plain Note — Available in Electro -Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter and finish LISTED Dimensions • Weights Rod Max Rec. Load Lbs. Size Rod For Service Temps Approx. Size 650°F 750°F Wt./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 11/4 8000 7140 360 11/2 11630 10370 510 LISTED m OFFICE/MANUFACTURING FACILITY - 1375 SAMPSON AVE. - CORONA. CA 92879 - PH: 951.737.5599 - FAX: 951.737.0330 CUSTOMER SERVICE - 800.786.5266 www.talco.com Dimensions Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 m OFFICE/MANUFACTURING FACILITY - 1375 SAMPSON AVE. - CORONA. CA 92879 - PH: 951.737.5599 - FAX: 951.737.0330 CUSTOMER SERVICE - 800.786.5266 www.talco.com // \\ Front*ier ire 9430 E. 40`h Ave. Denver, CO. 80238 i Phn 303-629-0221, Fax 303-623-7830 8-9-18 AUTOMATIC FIRE SPRINKLER SYSTEM HYDRAULIC CALCULATIONS FOR SIERRA TRADING POST 3600 YOUNGFIELD ST. Suite 140 WHEAT RIDGE, COLORADO 80033 Tracy Skinner Certified Engineering Technician Water -Based Fire Protection Engineering Technology NICET #97029 - Level III - Expires 8.1.22 DIqUM dymd by rr,� samner ON C -US, Tracy Skinner(>.Fra Rre. OU=Desbono„a wni, A.L-cy Skinner Reason: i reviewed i documml Dab' 1070.08..08. 12 12.13 Zi -06'00' TABLE OF CONTENTS Water Flow Test Remote Area Number Area Description Hazard SOUTH/ UPRIGHTS Ordinary Hazard G2 NORTH/ FLEX PROOF Light Hazard FRONTIER FIRE PROTECTION Flow test supervised/ witnessed by AHJ. FIRE HYDRANT DATA ADDRESS 12490 W 35TH AVE HYDRANT NUMBER 29.2.1 STATIC PRESSURE (2> O Psi FLOW t 7 G . P. m. RESIDUAL PRESSURE S P ST RESIDUAL @ 20 PSI5 ? � G . Q. m. FLOW DATE 3/1111-1 R GGZS OAIa NVO4113HS OOC9 S3rw 1 .{� i .. — 095 0NOlN38 .0 1 o69s 3SVH0 O093 M3d3O 't 4 F t OOL9 NO1V3 OOK NO1N3d d, l� - 1 •—••— ! ,. MOS AVao 09.............. 0015 NNlaVF1 1..«.. —.........«..«. 1 — 000 SIIVOM `\ 1 OOZ9 AVO\ u OOe 1-1VnN3X «•� oc9a avwVl • 0094 llvHSaVw 0098 ONVgWN t `.' •, OOL9 SIlO 008915 301131d 1 - 0069 AVnO OODI 033N p• ,. i - OOLL Aanasims 1 •,••t• OOZL a31131 ( •:,i 3 oou Wvadn J 0091 30NVA •� is 11 OOSL N31S03M �••,'• i ' O09L Ome HiNoms lvM ` �•— •—••—••r.«• 0011 NONM OOSL MON VA i OOfi[ aAHd3Z �1 � 0009 NOSIIIV .......... '• 0 OOte SNOWWV ooze WVSIVO Dosa aoo.MlN3aa- DO" 13aaVo OCS@ A000 '; a 41 I O ' ! i i } 9019 a3ADO i V 0698 A3Wn0 00@@ 53143 '' 0068 1131A3A3 i 0 0006 01314 - ! Z. 0016 83MOld �.;. .6 IS NOSIaaVO 0095 ONVIUVO 1 I 1 Ooze ON low 0096 IAOH ! 0096 30N30N3d3OM COLO Slnl OOSO NOSlllar R 00GG NOSNHOf I 1 • r 0000115 ON1Idq f..—..«... i.,.«..—..—. .«. p ' y 06104..3 33 aoz9t 33i1 ... OOCO, SIM31 00901 83114 ^ •—" — - y.�l� ! OMI 3a0OW 0OMI NOS73N �'; 00101 NVwM3N MVO 1 .—..«....:..} 0 • OOa011s i 4.—=.—...—..ii O060t SN3M0 j OOtilt 13davd t i OOW N0Sa31d � •• I R q oont vVno c ` ..« — -- «.. . 1 1- l.................. } 00611 1,133no � -_ 6091, aeon crosu Unna 0091, 14 SWWIS —..—..—..—..J i' r..l owil. A3l0VMS 00941 aOav1 00611 IAVl i - ..............— `• x 00021 NOINn y. i ! -J oo/it Wolin i OOZZL NOOaOONVA 000t NVVdA 1 I \ •; 009z10a OWM GOSZI 1H',11aM ,1 OOoZt NON3X OOLzt NOHdON3X .�•" a ••« — COaZ1 0131dONnOA OObZI JINVA „ .. € UnI ONVZ..� 1 • Y , OO1Ct MNMZ 1 ir••Z.! 1• coal 143bbily 1 i r .1 a0CE1H0338 Oogr., NnVa9 > 1 009Ot 31O0C _ - .c p..—..—..—..—..— moo 31ddva"o cL Q1 "O Ol � � � •4 � 1.. COO9t 1S 90C118O'13 N CP �N,• i ii + I s= m W a 0 Z U o Lu 1 REMOTE AREA i 4111Hydraulic Summary Job Number: 309753 Renort Desrrintinn- RA#1 nrHin— r�rnun 1 111 Job Job Numb' 309753 De gn Erginwr TAYLOR RICAMORE Job Ne SIERRA TRADING POST Sbte C'dewiloMi Number Addreee 1 3600 YOUNGFIELD ST. AHJ West Metro Add -2 SUITE 140 Jab Si"Widirg Ad, -3 WHEAT RIDGE, CO 80033 Dm gName SUB Sierra Trading WR.cad system Remote Areas Abet Demanding Sp mkbl Dab 14 K -Factor 51.00 at 13.270 Ocuipancy RA#1 Ordinary Group I I Job Suffix Haw Ab —NSw 250.00 D Wty 0.20gpm/ft Areaof AMlc" n 1500ft2 (Actual 1696ft2) Addltlanel How Suppbe Node Flow(qpm) Numb' Of 3pmkbm Cb ubled 7 Coverage Pb, Spdnkbr 130ft2 A,dbPwk Rewb: Prweum For Remote Neale) Adlawnt To Mwt Remob Noe Left: 57.148 Right: 56.028 ToblHow Sbeame 250.00 System Fbw Demand 367.51 Tobi Water Reew'md (babdlrg How Abwenw) 617.51 Matmwn Pm unbab— b Laape 0.000 Mn = We fty Above Ground 21.83 between nodes 52 and 101 Matmum Vebdty under Ground 2.36 between nodes 1 and 2 Vubme —ity a We Pipes 1264.81 gal Vobme -Ay of Dry Pipes Supplies Node Name Hose Flow (gpm)(psi) Static Residual Flow (psi)°C (gpm)(psi) Available Total Demand (gpm)(psi) Required Safety Margin (psi) 1 Water Supply 250.00 72.000 41.500 1178.00 62.766 617.51 57.180 5.586 Contractor Comraaor NumMr 21 Confect Name Cm tTib Name W Contrxlor: Frontier Fire Protection Rl (303) 629-0221 E.— tensionFrontier Add— I 9430 East 40th Ave FM Add -2 Denver, CO 80238 Email Add.. 3 W b.SMa (M,© M.E.P.CAD, Inc. 4' AutoSPRINK 2018 04.3.10.0 8/9/2019 3:32:16PM Page 1 4111Hydraulic Graph Job Number: 309753 Rcnnrt n—rintinn• RASH r)rrlinnm (4-1 in 10`11 Water Supply at Node 1 100- 00so80 go--- 80 Static Pressure 72.000 70 60 367.51 @ 57.180 —'--a i 617.51 with hose streams N O. 50 N N d ` CL 1178.00 @ 41.500 40 ystem demand curve 30- 20 10 0 tL 250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm Mymvuk G.0 Water Supply at Node 1 72.000 nmmmFn- 41.500 @ 1178.00 A -...H NT dTa 62.766 @ 617.51 W-- 57.180 @ 367.51 57.180 @ 617.51 CA,, © M.ERCAD, Inc. 40 AutoSPRINK 2018 v14.3.10.0 8/9/2019 3:32:17PM Page 2 Summary Of Outflowing Devices Job Number: 309753 Report Description: RA#1 Ordinary Group 1 (1) Device Actual Flow m Minimum Flow m K -Factor K(psi) Pressure Sprinkler 101 58.81 51.00 14 17.646 Sprinkler 102 51.55 51.00 14 13.558 Sprinkler 103 51.25 51.00 14 13.400 Sprinkler 104 51.93 51.00 14 13.757 Sprinkler 105 51.30 51.00 14 13.428 Sprinkler 106 51.00 51.00 14 13.270 c> Most Demanding Sprinkler Data Cb, © M.E.P.CAD, Inc. 441AutoSPRINK 2018 04.3.10.0 8/9/2019 3:32:28PM Page 3 115INode Analysis :1 Job Number. 309753 Renort Descrintion: RA#1 Ordinary GrouD 1 (11 Node Elevation Foot Fittings Pressuresi Dischar e m 1 -3'-3 S 57.180 367.51 101 24'-11 S r -17.646 17.646 58.81 102 25'-1'/2 S r -13.558 13.558 51.55 103 25'-1'/2 S r -13.400 13.400 51.25 104 25'-1'/2 S r -13.757 13.757 51.93 105 26-4 S r -13.428 13.428 51.30 106 26-4 S r -13.270 13.270 51.00 107 26-4 S r -13.622 13.622 51.67 2 4-3 E(30'-6'/2) 54.419 3 3'-6 BFP -2.600 51.396 4 19'-9 fE 13'-2 41.259 5 9'-0Y, 46.242 6 20'-7 PO 9'-11 33.459 7 20'-7 PO 8'-0 33.478 8 21'-6Y: T(9'-11) 32.700 9 20'-7 PO 8'-0 33.534 10 21'-8'/s T(9'-11) 32.696 11 19'-9 fE 9'-5 35.313 12 20'-7 fT 20'-2 33.789 13 20'-7 PO 8'-0 31.878 14 20'-7 PO 20'-2 30.371 15 21'-11 T(9--1 1 31.109 16 20'-7 PO 20'-2 30.305 17 21'-6'/z T 8'-0 30.259 18 20'-7 PO 8'-0 31.003 19 22'-1'/z T(9--1 1 30.214 20 20'-7 PO 8'-0 30.159 21 21'-8%, T 8'-0 30.351 22 20'-7 PO 8'-0 30.369 23 22'-3 T 9'-11 29.557 24 20'-7 PO 8'-0 30.006 25 21'-11 T 8'-0 29.815 26 20'-7 PO 8'-0 29.702 27 20'-7 PO 8'-0 29.778 28 22'-51/2 T(9--1 1 28.835 29 22--11/2 T 8'-0 29.371 30 20'-7 PO 8'-0 29.529 31 22'-3 T 8'-0 28.980 32 20'-7 PO 8'-0 29.101 33 22'-8 T(9--1 1 28.168 34 20'-7 PO 8'-0 29.167 35 22'-5Y: T 8'-0 28.470 36 20'-7 PO 8'-0 28.602 37 22'-10 T(9--1 1 27.602 38 20'-7 PO 8'-0 28.753 39 22'-8 T 8'-0 27.931 40 20'-7 PO 8'-0 28.093 41 23'-0'/: T(9--1 1 27.007 42 20'-7 PO 8'-0 28.337 43 22'-10 T 8'-0 27.422 44 20'-7 PO 9'-11 27.624 45 20'-7 PO 8'-0 27.838 46 23'-0Y, T 8'-0 26.834 47 20'-7 PO 8'-0 27.265 48 23'-5 T(9--1 1 25.775 49 20'-7 PO 8'-0 27.299 50 23'-3 T 8'-0 26.223 51 20'-7 PO 8'-0 26.948 52 23'-5 PO 5'-0 24.488 53 23'-7'/: T(9--1 1 23.746 54 20'-7 PO 8'-0 26.804 55 23'-71/2 PO 5'-0 19.061 (AA,© M.E.PLAD, Inc. 41RAutoSPRINK 2018 04.3.10.0 8/9/2019 3:32:34PM Page 4 4 - Node Analysis Job Number: 309753 RonnrF no�...f..ti.,... RAWn..a:....-., n_..... — Node Elevation Foot Fittings PressurejEsiL Dischar e m 56 23'-5 T(9'-11) 25.110 57 23'-7Yz PO 5'-0 18.851 58 20'-7 PO 8'-0 26.861 59 23'-71/2 PO 5'-0 19.326 60 23'-10 T(9'-11) 23.548 61 23'-10 PO 5'-0 18.889 62 20'-7 PO 8'-0 26.388 63 23'-10 PO 5'-0 18.679 64 23'-7% T 9'-11 22.586 65 23'-10 1 PO 5'-0 19.147 66 20'-7 PO 8'-0 26.273 67 23'-10 T(9--1 1 22.368 (, ©M.E.P.CAD, Inc. 4915 AutoSPRINK 2018 v14.3.10.0 8/9/2019 3:32:34PM Page 5 1 Hydraulic Analysis Job Number. 309753 Report Description: RA#1 Ordinary Group 1 (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary iso ••••• Route t• ••• SP 1.0490 51.00 18.93 120 0.735328 V-6 Pf 4.766 106 63 26-4 23'-10 51.00 14 13.270 18.679 Sprinkler, PO(5'-0) 5'-0 V-6 Pe Pv 0.642 BL 1.6820 20.08 2.90 120 0.013152 16'-0 Pf 0.210 63 61 23'-10 23'-10 18.679 18.889 16-0 Pe Pv BL 1.6820 71.38 10.31 120 0.137412 24'-0 Pf 4.658 61 60 23'-10 23'-10 51.30 18.889 23.548 Flow (q) from Route 3 T(9'-11) 9'-11 33'-11 Pe Pv RN 1.6100 71.38 11.25 120 0.170041 3'-3 Pf 1.910 60 58 23'-10 20'-7 23.548 26.861 PO(8'O) 8'-0 11'-3 Pe Pv 1.403 CM 3.2600 71.38 2.74 120 0.005476 16'-0 Pf 0.088 58 51 20'-7 20'-7 26.861 26.948 16-0 Pe Pv CM 3.2600 142.99 5.50 120 0.019797 16-0 Pf 0.317 51 47 20'-7 20'-7 71.61 26.948 27.265 Flow (q) from Route 2 16'-0 Pe Pv CM 3.2600 167.85 6.45 120 0.026632 13'-6 Pf 0.359 47 44 20'-7 20'-7 24.86 27.265 27.624 Flow (q) from Route 7 13'-6 Pe Pv CM 3.2600 176.84 6.80 120 0.029330 16'-0 Pf 0.469 44 40 20'-7 20'-7 8.99 27.624 28.093 Flow (q) from Route 5 16-0 Pe Pv CM 3.2600 184.72 7.10 120 0.031792 16-0 Pf 0.509 40 36 20'-7 20'-7 7.88 28.093 28.602 Flow (q) from Route 12 16-0 Pe Pv CM 3.2600 192.77 7.41 120 0.034405 14'-6 Pf 0.499 36 32 20'-7 20'-7 8.06 28.602 29.101 Flow (q) from Route 13 14'-6 Pe Pv CM 3.2600 202.13 7.77 120 0.037558 16-0 Pf 0.601 32 26 20'-7 20'-7 9.36 29.101 29.702 Flow (q) from Route 8 16-0 Pe Pv CM 3.2600 213.96 8.22 120 0.041724 16-0 Pf 0.668 26 22 20'-7 20'-7 11.83 29.702 30.369 Flow (q) from Route 9 16'-0 Pe Pv CM 3.2600 229.10 8.81 120 0.047351 13'-4'/: Pf 0.637-- 22 18 20'-7 20'-7 15.14 30.369 31.003 Flow (q) from Route 10 13'-4'/: Ps Pv CM 3.2600 247.69 9.52 120 0.054705 16'-0 Pf 0.875 18 13 20'-7 20'-7 18.59 31.003 31.878 Flow (q) from Route 11 16'-0 Pe Pv CM 3.2600 271.14 10.42 120 0.064667 9'-5 Pf 1.911 13 12 20'-7 20'-7 23.44 31.878 33.789 Flow (q) from Route 14 fT(20'-2) 20'-2 29'-6'/s Pe Pv CM 3.2600 367.51 14.13 120 0.113508 0'-10 Pf 1.162 12 11 20'-7 19'-9 96.37 33.789 35.313 Flow (q) from Route 15 fE(9'-5) 9'-5 10'-3 Pe Pv 0.361 CM 4.2600 367.51 8.27 120 0.030844 166'-5Y: Pf 5.947 11 4 19'-9 19'-9 35.313 41.259 E(13'-2), fE(13'-2) 26'-4 192'-9'/z Pe Pv CM 4.2600 367.51 8.27 120 0.030844 10'-9 Pf 0.331 4 5 19'-9 9'-0'/3 41.259 46.242 10'-9 Pe Pv 4.652 FR 8.2490 367.51 2.21 120 0.001235 16'-7 Pf 2.754 5 3 9'-0%: 3'-6 46.242 51.396 2f(-0.000), CV(52'-10), BV(14'-1 ), PO(41'-1Y:), BFP(-2.600) 108'-0% 124'-8 Pe Pv 2.399 UG 8.3900 367.51 2.13 140 0.000855 30'-2 Pf 0.097 3 2 3'-6 -3'-3 51.396 54.419 UE(22'-0'/:), 2E(30'-6'/.) 83'-1'h 113'-3Y: Pe Pv 2.926 UG 7.9800 367.51 2.36 150 0.000960 140'-10 Pf 2.762 2 1 4-3 4-3 54.419 57.180 E(27'-2), BFP(-2.600), S 27'-2 168'-0 Pe Pv 250.00 Hose Allowance At Source 1 617.51 rM, © M.E.P.CAD, Inc. winAutoSPRINK 2018 04.3.10.0 8/9/2019 3:32:41 PM Page 6 Hydraulic Analysis Job Number: 309753 Rannrt Deccrintinn- RA81 On -fin- rami in I re l Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure r Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary �••••• Route 2••••• SP 1.0490 51.25 19.02 120 0.741984 V-6 Pf 4.808 103 57 25'-1 % 23'-7Ys 51.25 14 13.400 18.851 Sprinkler, PO(5'-0) 5'-0 6'-6 Pe Pv 0.642 BL 1.6820 20.06 2.90 120 0.013123 16'-0 Pf 0.210 57 55 23'-7% 23'-71/2 18.851 19.061 16'-0 Pe Pv BL 1.6820 71.61 10.34 120 0.138209 24'-0 Pf 4.685 55 53 23'-7%, 23'-7'/ 51.55 19.061 23.746 Flow (q) from Route 4 T(9'-11) 9'-11 33'-11 Pe Pv RN 1.6100 71.61 11.28 120 0.171028 3'-0%[PPf 1.887 53 51 23'-7%, 20'-7 23.746 26.948 PO(8'-0) 8'-0 11'-0'/z 1.315 rr••••• Route 3••••• SP 1.0490 51.30 19.04 120 0.743422 1'-6 Pf 4.819 105 61 25'-4 23'-10 51.30 14 13.428 18.889 Sprinkler, PO(5'-0) 5'-0 6-6 Pe Pv 0.642 ub••••• Route 4••••• SP 1.0490 51.55 19.14 120 0.750056 1'-6 Pf 4.861 102 55 25'-1Y 23'-7'% 51.55 14 13.558 19.061 Sprinkler, PO(5'-O) 5'-0 6'-6 Pe Pv 0.642 w-0••••• Route 5••••• SP 1.0490 51.67 19.18 120 0.753308 V-6 Pf 4.883 107 65 25'-4 23'-10 51.67 14 13.622 19.147 Sprinkler, PO(5'-0) 5'-0 6-6 Pe Pv 0.642 BL 1.6820 82.59 11.93 120 0.179971 8'-0 Pf 3.221 65 67 23'-10 23'-10 30.92 19.147 22.368 Flow (q) from Route 20 T(9'-11) 9'-11 17'-11 Pe Pv RN 1.6100 82.59 13.02 120 0.222707 3'-3 Pf 2.502 67 66 23'-10 20'-7 22.368 26.273 PO(8--O) 8'-0 11'-3 Pe Pv 1.403 CM 3.2600 82.59 3.17 120 0.007171 16'-0 Pf 0.115 66 62 20'-7 20'-7 26.273 26.388 16'-0 Pe Pv CM 3.2600 165.71 6.37 120 0.026006 16'-0 Pf 0.416 62 54 20'-7 20'-7 83.12 26.388 26.804 Flow (q) from Route 6 16'-0 Pe Pv CM 3.2600 199.66 7.67 120 0.036712 13'-6 Pf 0.495 54 49 20'-7 20'-7 33.94 26.804 27.299 Flow (q) from Route 19 13'-6 Pe Pv RN 1.6100 8.99 1.42 120 0.003678 2'-7Y Pf 0.069 49 50 20'-7 23'-3 27.299 26.223 PO(8'-0) T(8' -O) 16-0 18'-7'/ Pe Pv -1.144 BL 1.6820 8.99 1.30 120 0.002972 66'-7% Pf 0.257 50 44 23'-3 20'-7 26.223 27.624 T(9'-11), PO(9'-11) 1 19'-9'/ 86'-5% Pe Pv 1.144 +:s••••• Route 6••••• SP 1.0490 51.93 19.28 120 0.760250 V-6 Pf 4.927 104 59 25'-1% 23'-7% 51.93 14 13.757 19.326 Sprinkler, PO(5'-0) 5'-0 6'-6 Pe Pv 0.642 BL 1.6820 83.12 12.00 120 0.182111 8'-0 Pf 3.260 59 64 23'-7%, 23'-7%, 31.19 19.326 22.586 Flow (q) from Route 18 T(9'-11) 9'-11 17'-11 Pe Pv RN 1.6100 83.12 13.10 120 0.225354 3'-0'/� Pf 2.487 64 62 23'-7% 20'-7 22.586 26.388 PO(8'-0) 8'-0 11'-0'/ Pe Pv 1.315 +i••••• Route 7••••• SP 1.0490 58.81 21.83 120 0.957087 1'-5% Pf 6.201 101 62 24'-11 23'-5 58.81 14 17.646 24.488 Sprinkler, PO(5'-0) 5'-0 6'-5% Pe Pv 0.641 BL 1.6820 24.86 3.59 120 0.019530 56'-0 Pf 1.287 52 48 23'-5 23'-5 24.488 25.775 T(9'-11) 9'-11 65'-11 Pe Pv RN 1.6100 24.86 3.92 120 0.024168 2'-10 Pf 0.262 48 47 23'-5 20'-7 25.775 27.265 PO(8'-0) 8'-0 10'-10 Pe Pv 1.228 wo••••• Route 8••••• (AA,© M.E.P.CAD, Inc. 5AutoSPRINK 2018 04.3.10.0 8/9/2019 3:32:41PM Page 7 i141HOraulic Analysis Job Number: 30975 Ion iEl Kepor[ uescnpaon: rcrf i urornary uroup i t i) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.6100 9.36 1.47 120 0.003962 2'-01/2 Pf 0.072 38 39 20'-7 22'-8 174.73 28.753 27.931 PO(8'-0), Flow (q) from Route 22 T(8'-0) 16'-0 18'-01/ Pe -0.893 Pv' BL 1.6820 9.36 1.35 120 0.003202 64'-0 Pf 0.237 39 33 22'-8 22'-8 27.931 28.168 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 9.36 1.47 120 0.003962 2'-0% Pf 0.040 33 32 22'-8 20'-7 28.168 29.101 PO(8'-0) 8'-0 10'-oYz 1 Pe 0.893 Pv 40•••••Route 9••••• CM 3.2600 165.38 6.36 120 0.025910 16'-0 Pf 0.415 38 34 20'-7 20'-7 174.73 28.753 29.167 Flow (q) from Route 22 161-0 Pe Pv RN 1.6100 11.83 1.86 120 0.006111 V-101/2 Pf 0.109 34 35 20'-7 22'-5Y2 29.167 28.470 PO(8'-0) T(8'-0) 16'-0 17'-101/z Pe -0.806 Pv BL 1.6820 11.83 1.71 120 0.004938 64'-0 Pf 0.365 35 28 22'-51/ 22'-51/2 28.470 28.835 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 11.83 1.86 120 0.006111 V-10Yz Pf 0.060 28 26 22'-5Y2 20'-7 28.835 29.702 PO(8'-0) 8'-0 9'-101/2 Pe 0.806 Pv a•••••Route 10••••• RN 1.6100 15.14 2.39 120 0.009657 V-8 Pf 0.171 30 31 20'-7 22'-3 153.55 29.529 28.980 PO(8'-0), Flow (q) from Route 23 T(8' -O) 16'-0 17'-8 Pe -0.719 Pv BL 1.6820 15.14 2.19 120 0.007804 64'-0 Pf 0.577 31 23 22'-3 22'-3 28.980 29.557 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 15.14 2.39 120 0.009657 1'-8 Pf 0.093 23 22 22'-3 20'-7 29.557 30.369 PO(8'-0) 8'-0 9'-8 Pe 0.719 Pv io•••••Route 11..... CM 3.2600 138.41 5.32 120 0.018640 13'-41/2 Pf 0.249 30 27 20'-7 20'-7 153.55 29.529 29.778 Flow (q) from Route 23 13'-41/ Pe Pv RN 1.6100 18.59 2.93 120 0.014117 1'-6 Pf 0.247 27 29 20'-7 22'-11/2 29.778 29.371 PO(8'-0) T(8' -O) 16'-0 17'-6 Pe -0.654 Pv BL 1.6820 18.59 2.68 120 0.011408 64'-0 Pf 0.843 29 19 22'-1 Y2 22'-1Y2 29.371 30.214 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 18.59 2.93 120 0.014117 1'-6 Pf 0.134 19 18 22'-11/2 20'-7 30.214 31.003 PO(8'-O) 8'-0 9'-6 Pe 0.654 Pv i,4•••••Route 12••••• RN 1.6100 7.88 1.24 120 0.002882 2'-5 Pf 0.053 45 46 20'-7 23'-01/2 190.67 27.838 26.834 PO(8'-0), Flow (q) from Route 21 T(8'-0) 16'-0 18'-5 Pe -1.057 Pv BL 1.6820 7.88 1.14 120 0.002329 64'-0 Pf 0.172 46 41 23'-0% 23'-01/2 26.834 27.007 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 7.88 1.24 120 0.002882 2'-5 Pf 0.030 41 40 23'-01/2 20'-7 27.007 28.093 PO(8'-0) 8'-0 10'-5 Pe 1.057 Pv a&•••••Route 13••••• CM 3.2600 182.79 7.03 120 0.031182 16'-0 Pf 0.499 45 42 20'-7 20'-7 190.67 27.838 28.337 Flow (q) from Route 21 16'-0 Pe Pv RN 1.6100 8.06 1.27 120 0.003006 2'-3 Pf 0.055 42 43 20'-7 22'-10 28.337 27.422 PO(8'-0) T(8'-0) 16'-0 18'-3 Pe -0.970 Pv BL 1.6820 8.06 1.16 120 0.002429 64'-0 Pf 0.179 43 37 22'-10 22'-10 27.422 27.602 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 8.06 1.27 120 0.003006 2'-3 Pf 0.031 37 36 22'-10 20'-7 27.602 28.602 PO(8'-0) 8'-0 10'-3 Pe 0.970 Pv rM, © M.E.P.CAD, Inc. 4RAutoSPRINK 2018 v14.3.10.0 8/9/2019 3:32:41 PM Page 8 Y, Hydraulic Analysis Job Number: 309753 Report Descrintion: RAW Ordinary Grnun 1 (11 Pipe Type Diameter Flow Velocity HWC Friction LossLength Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary w••••• Route 14••••• CM 3.2600 119.82 4.61 120 0.014273 16'-0 Pf 0.228 27 24 20'-7 20'-7 18.59 29.778 30.006 Flow (q) from Route 11 16'-0 Pe Pv RN 1.6100 23.44 3.69 120 0.021675 1'-3% Pf 0.375 24 25 20'-7 21'-11 30.006 29.815 PO(8'-0) T(8' -O) 16-0 17'-31/ Pe Pv -0.567 BL 1.6820 23.44 3.39 120 0.017516 64'-0 Pf 1.294 25 15 21'-11 21'-11 29.815 31.109 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 23.44 3.69 120 0.021675 V-31/2 Pf 0.202 15 13 21'-11 20'-7 31.109 31.878 PO(8'-0) 8'-0 9'-312 Pe Pv 0.567 w••••• Route 15••••• CM 3.2600 96.37 3.70 120 0.009541 16'-0 Pf 0.153 24 20 20'-7 20'-7 23.44 30.006 30.159 Flow (q) from Route 14 16-0 Pe Pv RN 1.6100 32.33 5.09 120 0.039272 T-11/2 Pf 0.672 20 21 20'-7 21'-81/ 30.159 30.351 PO(8'-0) T(8' -O) 16'-0 17'-1% Pe Pv -0.480 BL 1.6820 32.33 4.67 120 0.031736 64'-0 Pf 2.345 21 10 21'-81/ 21'-812 30.351 32.696 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 32.33 5.09 120 0.039272 V-1% Pf 0.358 10 9 21'-8'/z 20'-7 32.696 33.534 PO(8'-0) 8'-0 9'-1% Pe Pv 0.480 CM 3.2600 96.37 3.70 120 0.009541 6-7 Pf 0.255 9 12 20'-7 20'-7 64.05 33.534 33.789 Flow (q) from Route 16 fT(20'-2) 20'-2 26-9 Pe lPv w••••• Route 16••••• CM 3.2600 64.05 2.46 120 0.004480 12'-5 Pf 0.146 20 16 20'-7 20'-7 32.33 30.159 30.305 Flow (q) from Route 15 PO(20'-2) 20'-2 32'-7 Pe Pv CM 3.2600 31.01 1.19 120 0.001171 16'-0 Pf 0.066 16 14 20'-7 20'-7 30.305 30.371 PO(20'-2) PO(20'-2) 40'-4 56'-4 Pe Pv BL 1.6820 31.01 4.48 120 0.029387 65'-6 Pf 3.089 14 6 20'-7 20'-7 30.371 33.459 2E(4'-111/), 2T(9'-11), PO(9'-11) 39'-7 105'-1 Pe Pv CM 3.2600 31.01 1.19 120 0.001171 16-0 Pf 0.019 6 7 20'-7 20'-7 33.459 33.478 16-0 Pe jPv CM 3.2600 64.05 2.46 120 0.004480 12'-5 Pf 0.056 7 9 20'-7 20'-7 33.04 33.478 33.534 Flow (q) from Route 17 12'-5 Pe Pv w••••• Route 17••••• RN 1.6100 33.04 5.21 120 0.040881 0'-111/2 Pf 0.366 16 17 20'-7 21'-61/ 31.01 30.305 30.259 Flow (q) from Route 16 T(8' -O) 8'-0 8'-111/ Pe Pv -0.412 BL 1.6820 33.04 4.77 120 0.033037 64'-0 Pf 2.441 17 8 21'-61/ 21'-61/ 30.259 32.700 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 33.04 5.21 120 0.040881 0'-111: Pf 0.366 8 7 21'-612 20'-7 32.700 33.478 PO(8--O) 8'-0 8'-111/2 Pe Pv 0.412 -to ••••• Route 18••••• BL 1.6820 31.19 4.50 120 0.029708 16'-0 Pf 0.475 57 59 23'-71/ 23'-712 20.06 18.851 19.326 Flow (q) from Route 2 16'-0 Pe Pv w••••• Route 19••••• BL 1.6820 33.94 4.90 120 0.034738 8'-0 Pf 0.622 52 56 23'-5 23'-5 24.86 24.488 25.110 Flow (q) from Route 7 T(9'-11) 9'-11 17'-11 Pe Pv RN 1.6100 33.94 5.35 120 0.042987 2'-10 Pf 0.466 56 54 23'-5 20'-7 25.110 26.804 PO(8'-0) 8'-0 10'-10 Pe Pv 1.228 a••••• Route 20••••• (i k, © M.E.P.CAD, Inc. 4.jjAutoSPRINK 2018 04.3.10.0 8/9/2019 3:32:41PM Page 9 Hydraulic Analysis Job Number: 309753 Report Description: RA#1 Ordinary GrouD 1 (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.6820 30.92 4.46 120 0.029230 16-0 Pf 0.468 63 65 23'-10 20.08 23'-10 18.679 19.147 Flow (q) from Route 1 16'-0 Pe Pv ®••••• Route 2l••••• CM 3.2600 190.67 7.33 120 0.03371316'-0 Pf 0.539 49 45 20'-7 8.99 20'-7 27.299 27.838 Flow (q) from Route 5 16'-0 Pe Pv .i•••••Route 22••••• CM 3.2600 174.73 6.72 120 0.02868714'-6 Pf 0.416 42 38 20'-7 8.06 20'-7 28.337 28.753 Flow (q) from Route 13 14'-6 Pe Pv Q0•••••Route 23••••• CM 3.2600 153.55 5.90 120 0.022587 16-0 Pf 0.361 34 30 20'-7 11.83 20'-7 29.167 29.529 Flow (q) from Route 9 16-0 Pe Pv Equivakwtt Pipe Lengths of Valves and Fittings (C-121) only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4'87 ) =Factor C Malde Multipler Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 (t,©M.E.P.CAD,Inc. 4.flAutoSPRINK201804.3.10.0 8/9/2019 3:32:41PM Page 10 YjHydraulic Analysis Job Number: 309753 (M,© M.E.P.CAD, Inc. 45AutoSPRINK 2018 v14.3.10.0 8/9/2019 3:32:41PM Page 11 nepon: uescnpuon: KA;Fi urainary turoup i h i Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain gpm BaIV Ball Valve DR DropDischarge BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cpig Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen -Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11Y; Elbow points Ee2 22%' Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao (M,© M.E.P.CAD, Inc. 45AutoSPRINK 2018 v14.3.10.0 8/9/2019 3:32:41PM Page 11 REMOTE AREA 6 Hydraulic Summary Job Number: 309753 Rennrt n) rrinfinn- RG89 I inht I -.—OH 0) Job Job Number 309753 DA. Eglneer TAYLOR RICAMORE Job Neme: SIERRA TRADING POST Steffi CergSretior✓u'anae Number Add— 1 3600 YOUNGFIELD ST. AHJ West Metro Address 2 SUITE 140 Job Sil,ffi, mg Address 3 WHEAT RIDGE, CO 80033 Drewirg Neme SUB Sierra Trading WR.cad Systern Remote Area(s Meat D .." sp—le Dart 5.6 K -Factor 22.50 at 16.143 Occupancy RA#2 Light Hazard Job Sutfie H.ee Ab,- At Souma 100.00 D—ty 0.10gpm/ft2 Area of App kation 1500ft2 (Actual 1000ft2) Additpnel Hoe. Supp) Node I w m Number Of Spnnkh, Catukled 9 Coverage Per Spdnkkr 225ft' Auto Peak Re.. is: Pressure For R.m.le Arca(a) Pdjacenl To Moel Remote Page Iola) H.- Streams 100.00 system Fh Demand Tata)Water R.g`W(h.Uding Hose AC—)207.14 307.14 Mafdmum Pressure Unba6nce h Leaps 0.000 Maximum Ve aty Pbove GfWw 10.23 between nodes 7 and 8 Maslmum Vowty Uwe Gmurtl 1.33 between nodes 1 and 2 V.hme w "ty of We Pipes 1264.81gal V.1ma ® fty a Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @o (gpm) Required (psi)(psi) Safety Margin 1 Water Supply 100.00 72.000 41.500 1178.00 69.463 1 307.14 42.512 1 26.952 Contractor Caniraciw Number 21 Contact Neme C IWM Ttk Name of Contractor. Frontier Fire Protection Phone (303) 629-0221 Eaten w Address 1 9430 East 40th Ave FAX Address 2 Denver, CO 80238 E—ed Add— 3 We.$k ChA,© M.E.P.CAD, Inc. 4119AutoSPRINK 2018 04.3.10.0 8/9/2019 3:33:09PM Page 1 Hydraulic Graph Job Number: 309753 Rennrt r]esrrintinn- RA#2 L. inht H97ilyd 121 Water Supply at Node 1 100- 00so80 go--:-- 80 Static Pressure 72.000 70 60 N !Z 50 N N N a 207.14 @ 42.512 i i 1178.00 @ 41.500 307.14 with hose streams 30- 0System 3 yster demand curve 20 10- 0 4250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm MyO ulc Graph Water Supply at Node 1 supe. Prmeure 72.000 RW .l P- 41.500 @ 1178.00 Aw,bb Rasvev 9T al Teat 69.463 @ 307.14 42.512 @ 207.14 aTab•e Dewdlh4Z^91beAbwv.lwr 1 42.512 @ 307.14 CA © M.E.P.CAD, Inc. I j AutoSPRINK 2018 04.3.10.0 8/9/2019 3:33:10PM Page 2 4111summary Of Outflow ng Devices Job Number: 309753 Rennrt f)esrrintinn' BAJO I inht I -rH r91 Device Actual Flow m Minimum Flow m K -Factor K(psi) Pressure Sprinkler 201 23.39 22.50 5.6 17.448 Sprinkler 202 23.26 22.50 5.6 17.245 Sprinkler 203 23.17 22.50 5.6 17.112 Sprinkler 204 23.25 22.50 5.6 17.236 Sprinkler 205 23.29 22.50 5.6 17.296 Sprinkler 206 22.50 22.50 5.6 16.143 Sprinkler 207 22.86 22.50 5.6 16.669 Sprinkler 208 22.63 22.50 5.6 16.328 Sprinkler 209 22.80 22.50 5.6 16.575 Most Demanding Sprinkler Data (Ak, © M. E. P. CAD, Inc. � IjAutoSPRINK 2018 v14.3.10.0 8/9/2019 3:33:21PM Page 3 1oil Node Analysis Job Number. 309753 Reoort DescdDbon: RA#2 Liaht Hazard (2) Node Elevation Foot Fittings Pressure(psi) Dischar e m 1 4-3 S 42.512 207.14 201 10'-9 S r -17.448 , fd 21'-0 17.448 23.39 202 10'-9 S r -17.245 , fd 21'-0 17.245 23.26 203 10'-9 S r -17.112 , fd 21'-0 17.112 23.17 204 10'-9 S r -17.236 , fd 21'-0 17.236 23.25 205 10'-9 S r -17.296 , fd 21'-0 17.296 23.29 206 10'-9 S r -16.143 , fd 21'-0 16.143 22.50 207 10'-9 S r -16.669 , fd 21'-0 16.669 22.86 208 10'-9 S r -16.328 , fd 21'-0 16.328 22.63 209 10'-9 S r -16.575 , fd 21'-0 16.575 22.80 2 4-3 E(30'-6/.) 39.469 3 3'-6 BFP -2.987 36.509 4 19'-9 fE 13'-2 26.303 5 9'-0/z 31.069 6 20'-7 PO 9'-11 22.830 7 20'-7 PO 8'-0 22.879 8 21'-6/: T(9'-1 1 21.190 9 20'-7 PO 8'-0 23.049 10 21'-8Y: T(9'-1 1 22.521 11 19'-9 fE 9'-5 24.244 12 20'-7 fT 20'-2 23.480 13 20'-7 PO 8'-0 23.285 14 20'-7 PO 9'-11 22.458 15 21'-11 T(9-1 1 22.654 16 20'-7 PO B'-0 22.490 17 21'-6/z T(9'-1 1 21.318 18 20'-7 PO 8'-0 23.207 19 22'-1'/z T(9'-1 1 22.506 20 20'-7 PO 8'-0 22.594 21 21'-8/: T 8'-0 22.205 22 20'-7 PO 8'-0 23.161 23 22'-3 T(9'-1 1 22.404 24 20'-7 PO 8'-0 22.700 25 21'-11 T 8'-0 22.250 26 20'-7 PO 8'-0 23.120 27 20'-7 PO 8'-0 22.777 28 22'-5Y: T(9'-1 1 22.285 29 22'-1'/z T 8'-0 22.210 30 20'-7 PO 8'-0 22.824 31 22'-3 T 8'-0 22.174 32 20'-7 PO B'-0 23.092 33 22'-8 22.176 34 20'-7 _T(9'-11) PO 8'-0 22.865 35 22'-5'/z T 8'-0 22.111 36 20'-7 PO 8'-0 23.074 37 22'-10 T(9--1 1 22.085 38 20'-7 PO 8'-0 22.893 39 22'-8 T 8'-0 22.041 40 20'-7 PO 8'-0 23.060 41 23'-OY= T(9'-1 1 21.988 42 20'-7 PO 8'-0 22.911 43 22'-10 T 8'-0 21.975 44 20'-7 PO 9'-11 23.052 45 20'-7 PO 8'-0 22.924 46 23'-0/] T 8'-0 21.896 47 20'-7 PO 8'-0 23.048 48 23'-5 T(9'-11) 21.806 49 20'-7 PO 8'-0 22.933 50 23'-3 T 8'-0 21.814 51 20'-7 PO 8'-0 23.046 53 23'-7/s T(9--11) 21.716 54 20'-7 PO 8'-0 22.937 K @ M.E.P.CAD, Inc. AjvAutoSPRINK 2018 04.3.10.0 8/9/2019 3:33:44PM Page 4 Node Analysis Job Number. 309753 P—rt r)—,inti— RA89 I inhf I -h— M Ml Node Elevation Foot Fittings Pressure si Discharge m 56 23'-5 T 8'-0 21.732 58 20'-7 PO 8'-0 23.045 60 23'-10 T(9'-11) 21.629 62 20'-7 PO 20'-2 22.942 64 23'-7% T 8'-0 21.641 66 20'-7 PO 20'-2 22.944 67 23'-10 T 8'-0 21.556 68 21'-4 PO 5'-0 19.826 69 21'-4 PO 5'-0 19.548 70 21'-4 PO 5'-0 19.536 71 21'-6Y: PO 5'-0 19.313 72 21'-4 PO 5'-0 19.617 73 21'-6Yz PO 5'-0 18.705 74 21'-6'/ PO 5'-0 18.586 75 21'-6% PO 5'-0 18.585 76 21'-6Yz PO 5'-0 18.754 (A;, ©M.E.P.CAD, Inc. 44jj AutoSPRINK 2018 04.3.10.0 8/9/2019 3:33:44PM Page 5 41fIr Hydraulic Analysis Job Number. 309753 Report Description: RA#2 Light Hazard (2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary as•••••Route t•••• BL 1.0490 22.50 8.35 120 0.161813 14'-0% Pf 7.123 206 75 10'-9 21'-6'/= 22.50 5.6 16.143 18.585 Sprinkler, 2E(2'-0), PO(5'-0), fd(21'-0) 30'-0 44'-0'/ Pe Pv -4.681 BL 1.6820 18.90 2.73 120 0.011755 10'-2 Pf 0.119 75 73 21'-6% 21'-6'/: 18.585 18.705 10'-2 Pe Pv BL 1.6820 41.76 6.03 120 0.050969 11'-11 Pf 0.608 73 71 21'-6% 21'-6% 22.86 18.705 19.313 Flow (q) from Route 4 11'-11 Pe Pv BL 1.6820 64.93 9.37 120 0.115308 6'-4'/ Pf 1.877 71 8 21'-6%, 21'-6'/ 23.17 19.313 21.190 Flow (q) from Route 5 T(9'-11) 9'-11 16'-3Y: Pe Pv RN 1.6100 64.93 10.23 120 0.142688 0'-11'% Pf 1.277 8 7 21'-6/2 20'-7 21.190 22.879 PO(8'O) 8'-0 81-11% Pe Pv 0.412 CM 3.2600 117.07 4.50 120 0.013674 12'-5 Pf 0.170 7 9 20'-7 20'-7 52.14 22.879 23.049 Flow (q) from Route 6 12'-5 Pe Pv CM 3.2600 128.00 4.92 120 0.016131 6-7 Pf 0.432 9 12 20'-7 20'-7 10.94 23.049 23.480 Flow (q) from Route 2 rr(20'-2) 20'-2 26-9 Pe Pv CM 3.2600 207.14 7.96 120 0.039299 0'-10 Pf 0.402 12 11 20'-7 19'-9 79.14 23.480 24.244 Flow (q) from Route 10 fE(9'-5) 9'-5 10'-3 Pe Pv 0.361 CM 4.2600 207.14 4.66 120 0.010679 166'-5'/z Pf 2.059 11 4 19'-9 19'-9 24.244 26.303 E(13'-2), fE(1T-2) 26-4 192'-9Y: Pe Pv CM 4.2600 207.14 4.66 120 0.010679 10'-9 Pf 0.115 4 5 19'-9 9'-01/2 26.303 31.069 10'-9 Pe Pv 4.652 FR 8.2490 207.14 1.24 120 0.000427 16'-7 Pf 3.040 5 3 9'-0Y: 3'-6 31.069 36.509 2f(-0.000), CV(52'-10), BV(14'-1 ), PO(41'-I%), BFP(-2.987) 108'-0'/ 124'-8 Pe Pv 2.399 UG 8.3900 207.14 1.20 140 0.000296 30'-2 Pf 0.034 3 2 3'-6 4-3 36.509 39.469 LtE(22'-0'/z), 2E(30'-6%) 83'-1'/ 113'-3Y: Pe Pv 2.926 UG 7.9800 207.14 1.33 150 0.000332 140'-10 Pf 3.043 2 1 -3'-3 -3'-3 39.469 42.512 E(27'-2), BFP(-2.987), S 27'-2 168'-0 Pe Pv 100.00 Hose Allowance At Source 1 307.14 **••••• Route 2••••• BL 1.0490 22.63 8.40 120 0.163530 13'-5% Pf 7.107 208 76 10'-9 21'-6'/, 22.63 5.6 16.328 18.754 Sprinkler, 2E(2'-0), PO(5'-0), fd(21'-0) 30'-0 43'-5/: Pe Pv -4.681 BL 1.6820 49.03 7.08 120 0.068586 27'-5% Pf 2.564 76 17 21'-6% 21'-6Y, 26.40 18.754 21.318 Flow (q) from Route 3 T(9'-11) 9'-11 37'-4'/ Pe Pv RN 1.6100 49.03 7.73 120 0.084872 0'-111/2 Pf 0.760 17 16 21'-6%, 20'-7 21.318 22.490 PO(8'-0) 8'-0 8'-11 M. Pe Pv 0.412 CM 3.2600 90.07 3.46 120 0.008419 12'-5 Pf 0.104 16 20 20'-7 20'-7 41.04 22.490 22.594 Flow (q) from Route 8 12'-5 Pe Pv RN 1.6100 10.94 1.72 120 0.005288 V-1'/: Pf 0.090 20 21 20'-7 21'-8'/2 22.594 22.205 PO(8'-0) T(8'-0) 16'-0 1T-1% Pe -0.480 Pv BL 1.6820 10.94 1.58 120 0.004273 64'-0 Pf 0.316 21 10 21'-8% 21'-8Y, 22.205 22.521 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 10.94 1.72 120 0.005288 V-11/2 Pf 0.048 10 9 21'-8%: 20'-7 22.521 23.049 PO(8'-0) 8'-0 9'-1'/ Pe JPV 0.480 w•••••Route 3••••• CA, © M.E.P.CAD, Inc. '*AutoSPRINK 2018 04.3.10.0 8/9/2019 3:33:51 PM Page 6 ori_ Hydraulic Analysis Job Number: 309753 Reoort Description: RA#2 Liaht Hazard (2) Pine TVDe Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.0490 22.80 8.46 120 0.165809 10'-4Y: Pf 6.692 209 74 10'-9 21'-6'/ 22.80 5.6 16.575 18.586 Sprinkler, 2E(2'-0), PO(5'-0), fd(21'-0) 30'-0 40'-4/. Pe Pv -4.681 BL 1.6820 26.40 3.81 120 0.021822 T-9 Pf 0.169 74 76 21'-6Y 21'-6'/ 3.60 18.586 18.754 Flow (q) from Route 24 T-9 Pe Pv ®••••• Route 4••••• BL 1.0490 22.86 8.49 120 0.166682 10'-3Y. Pf 6.717 207 73 10'-9 21'-6'/ 22.86 5.6 16.669 18.705 Sprinkler, 2E(2'-0), PO(5'-0), fd(21'-0) 30'-0 40'-3'/: Pe Pv -4.681 +ii••••• Route 5••••• BL 1.0490 23.17 8.60 120 0.170777 10'-3'/ Pf 6.882 203 71 10'-9 21'-61/2 23.17 5.6 17.112 19.313 Sprinkler, 2E(2'-0), PO(5'-O), fd(21'-0) 30'-0 40'-3% Pe Pv -4.681 �•••••Route 6••••• BL 1.0490 23.25 8.63 120 0.171921 10'-1 Pf 6.893 204 70 10'-9 21'-4 23.25 5.6 17.236 19.536 Sprinkler, 2E(2'-0), PO(5'-O), fd(21'-0) 30'-0 40'-1 Pe Pv -4.594 BL 1.6820 5.50 0.79 120 0.001197 10'-6 Pf 0.013 70 69 21'-4 21'-4 19.536 19.548 10'-6 Pe Pv BL 1.6820 28.75 4.15 120 0.025550 10'-10'/ Pf 0.278 69 68 21'-4 21'-4 23.26 19.548 19.826 Flow (q) from Route 7 10'-10'/2 Pe Pv BL 1.6820 52.14 7.53 120 0.076859 10'-1 Pf 2.679 68 6 21'-4 20'-7 23.39 19.826 22.830 Flow (q) from Route 9 T(9'-11), E(4'-111/2), PO(9'-11) 24'-9 34'-10 Pe Pv 0.325 CM 3.2600 52.14 2.00 120 0.003063 16'-0 Pf 0.049 6 7 20'-7 20'-7 22.830 22.879 16-0 Pe Pv ,ow ••••• Route 7••••• BL 1.0490 23.26 8.63 120 0.172005 10'-1 Pf 6.897 202 69 10'-9 21'-4 23.26 5.6 17.245 19.548 Sprinkler, 2E(2'-0), PO(5'-O), fd(21'-0) 30'-0 40'-1 Pe Pv -4.594 1�••••• Route 8••••• BL 1.0490 23.29 8.65 120 0.172470 10'-1 Pf 6.915 205 72 10'-9 21'-4 23.29 5.6 17.296 19.617 Sprinkler, 2E(2'-0), PO(5'-0), fd(21'-0) 30'-0 40'-1 Pe Pv -4.594 BL 1.6820 41.04 5.93 120 0.049359 26'-2'/z Pf 2.516 72 14 21'-4 20'-7 17.75 19.617 22.458 Flow (q) from Route 25 T(9'-11), E(4'-11%), PO(9'-11) 24'-9 50'-11% Pe Pv 0.325 CM 3.2600 41.04 1.58 120 0.001967 16-0 Pf 0.031 14 16 20'-7 20'-7 22.458 22.490 16-0 Pe Pv y+••••• Route 9••••• BL 1.0490 23.39 8.68 120 0.173879 10'-1 Pf 6.972 201 68 10'-9 21'-4 23.39 5.6 17.448 19.826 Sprinkler, 2E(2'-0), PO(5'-0), fd(21'-0) 30'-0 40'-1 Pe Pv -4.594 �•••••Route 10••••• RN 1.6100 9.23 1.45 120 0.003862 1'-8 Pf 0.068 30 31 20'-7 22'-3 56.08 22.824 22.174 PO(8'-0), Flow (q) from Route 29 T(8' -O) 16'-0 17'-8 Pe Pv -0.719 BL 1.6820 9.23 1.33 120 0.003121 64'-0 Pf 0.231 31 23 22'-3 22'-3 22.174 22.404 T(9'-11) V-11 73'-11 Pe Pv RN 1.6100 9.23 1.45 120 0.003862 V-8 Pf 0.037 23 22 22'-3 20'-7 22.404 23.161 PO(8'-0) 8'-0 9'-8 Pe Pv 0.719 CM 3.2600 56.08 2.16 120 0.003504 13'-4%: Pf 0.047 22 18 20'-7 20'-7 46.85 23.161 23.207 Flow (q) from Route 11 13'-4/. Pe Pv CM 3.2600 66.64 2.56 120 0.004822 16'-0 Pf-O. 0 7 7 18 13 20'-7 20'-7 10.56 23.207 23.285 Flow (q) from Route 13 16-0 iPv Pe CM 3.2600 79.14 3.04 120 0.006627 9'-5 Pf 0.196 13 12 20'-7 20'-7 12.49 23.285 23.480 Flow (q) from Route 12 fT(20'-2) 20'-2 29%6% Pe Pv ®••••• Route ll••••• N,©M.E.P.CAD,Inc. 4NAutoSPRINK201804.3.10.0 8/9/2019 3:33:51PM Page �7 it�� Hydraulic Analysis Job Number. 309753 Report Description: RA#2 Light Hazard (2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary CM 3.2600 46.85 1.80 120 0.002513 16'-0 Pf 0.040 30 34 20'-7 20'-7 56.08 22.824 22.865 Flow (q) from Route 29 16'-0 Pe Pv RN 1.6100 7.94 1.25 120 0.002925 1'-10% Pf 0.052 34 35 20'-7 22'-5'/ 22.865 22.111 PO(8'-0) T(8'-0) 16'-0 17'-10'/2 Pe Pv -0.806 BL 1.6820 7.94 1.15 120 0.002364 64'-0 Pf 0.175 35 28 22'-5'/ 22'-51/2 22.111 22.285 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 7.94 1.25 120 0.002925 1'-10M. Pf 0.029 28 26 22'-5'/ 20'-7 22.285 23.120 PO(8'-0) 8'-0 9'-101/2 Pe Pv 0.806 CM 3.2600 46.85 1.80 120 0.002513 16'-0 Pf 0.040 26 22 20'-7 20'-7 38.91 23.120 23.161 Flow (q) from Route 14 116'-0 Pe Pv :ow•••••Route 12••••• RN 1.6100 12.49 1.97 120 0.006766 V-31/2 Pf 0.117 24 25 20'-7 21'-11 79.14 22.700 22.250 PO(8'-0), Flow (q) from Route 30 T(8'-0) 16'-0 17'-31/2 Pe -0.567 Pv BL 1.6820 12.49 1.80 120 0.005468 64'-0 Pf 0.404 25 15 21'-11 21'-11 22.250 22.654 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 12.49 1.97 120 0.006766 V-312 Pf 0.063 15 13 21'-11 20'-7 22.654 23.285 PO(8'-0) 8'-0 9'-3'/ Pe Pv 0.567 .+••••• Route 13•••• CM 3.2600 66.64 2.56 120 0.004822 16'-0 Pf 0.077 24 27 20'-7 20'-7 79.14 22.700 22.777 Flow (q) from Route 30 16'-0 Pe Pv RN 1.6100 10.56 1.66 120 0.004956 1'-6 Pf 0.087 27 29 20'-7 22'-11/2 22.777 22.210 PO(8'-0) T(8'-0) 16'-0 17'-6 Pe -0.654 Pv BL 1.6820 10.56 1.52 120 0.004005 64'-0 Pf 0.296 29 19 22'-IY2 22'-11/2 22.210 22.506 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 10.56 1.66 120 0.004956 1'-6 Pf 0.047 19 18 22'-1'/2 20'-7 22.506 23.207 PO(8'-0) 8'-0 9'-6 Pe Pv 0.654 w•••••Route 14••••• RN 1.6100 5.60 0.88 120 0.001535 2'-5 Pf 0.028 45 46 20'-7 23'-01/2 25.81 22.924 21.896 PO(8'-0), Flow (q) from Route 27 T(8'-0) 16'-0 18'-5 Pe -1.057 Pv BL 1.6820 5.60 0.81 120 0.001241 64'-0 Pf 0.092 46 41 23'-01/2 23'-01/2 21.896 21.988 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 5.60 0.88 120 0.001535 2'-5 Pf 0.016 41 40 23'-01/2 20'-7 21.988 23.060 PO(8'-0) 8'-0 10'-5 Pe Pv 1.057 CM 3.2600 25.81 0.99 120 0.000834 16'-0 Pf 0.013 40 36 20'-7 20'-7 20.21 23.060 23.074 Flow (q) from Route 15 16'-0 Pe Pv CM 3.2600 32.00 1.23 120 0.001241 14'-6 Pf 0.018 36 32 20'-7 20'-7 6.19 23.074 23.092 Flow (q) from Route 17 14'-6 Pe Pv CM 3.2600 38.91 1.50 120 0.001782 16'-0 Pf 0.029 32 26 20'-7 20'-7 6.91 23.092 23.120 Flow (q) from Route 16 116'-0 Pe Pv ,i4•••••Route 15••••• CM 3.2600 20.21 0.78 120 0.000530 16'-0 Pf 0.008 45 49 20'-7 20'-7 25.81 22.924 22.933 Flow (q) from Route 27 16-0 Pe Pv RN 1.6100 5.22 0.82 120 0.001345 2'-71/2 Pf 0.025 49 50 20'-7 23'-3 22.933 21.814 PO(8'-0) T(8'-0) 16'-0 18'-71/2 Pe Pv -1.144 BL 1.6820 5.22 0.75 120 0.001087 66'-71/2 Pf 0.094 50 44 23'-3 20'-7 21.814 23.052 T(9'-11), PO(9'-11) 19'-91/2 86'-51/2 Pe Pv 1.144 w, © M.E.P.CAD, Inc. MAutoSPRINK 2018 04.3.10.0 8/9/2019 3:33:51 PM Page 8 Hydraulic Analysis Job Number: 309753 Report Description: RA#2 Licht Hazard (21 Pi e Type Diameter Flow Velocity HWC Friction Loss Length lPressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary CM 3.2600 20.21 0.78 120 0.000530 16'-0 Pf 0.008 44 40 20'-7 20'-7 14.99 23.052 23.060 Flow (q) from Route 18 16'-0 Pe Pv w••••• Route 16••••• RN 1.6100 6.91 1.09 120 0.002262 2'-0Y: Pf 0.041 38 39 20'-7 22'-8 38.91 22.893 22.041 PO(8'-0), Flow (q) from Route 28 T(8'-0) 16'-0 18'-0'/z Pe Pv -0.893 BL 1.6820 6.91 1.00 120 0.001828 64'-0 Pf 0.135 39 33 22'-8 22'-8 22.041 22.176 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 6.91 1.09 120 0.002262 2'-0'/: Pf 0.023 33 32 22'-8 20'-7 22.176 23.092 PO(8'-0) 8'-0 10'-0% 1 Pe IPV 0.893 ++••••• Route 17••••• CM 3.2600 32.00 1.23 120 0.001241 14'-6 Pf 0.018 38 42 20'-7 20'-7 38.91 22.893 22.911 Flow (q) from Route 28 14'-6 Pe Pv RN 1.6100 6.19 0.98 120 0.001845 2'-3 Pf 0.034 42 43 20'-7 22'-10 22.911 21.975 PO(8'-0) T(V-0) 16-0 18'-3 Pe Pv -0.970 BL 1.6820 6.19 0.89 120 0.001491 64'-0 Pf 0.110 43 37 22'-10 22'-10 21.975 22.085 T(9'-11) 9'-11 73'-11 Pe Pv RN 1.6100 6.19 0.98 120 0.001845 2'-3 Pf 0.019 37 36 22'-10 20'-7 22.085 23.074 PO(8'-0) 8'-0 10'-3 Pe Pv 0.970 iia ••••• Route 18••••• RN 1.6100 5.04 0.79 120 0.001263 3'-0% Pf 0.014 53 51 23'-7% 20'-7 5.04 21.716 23.046 Flow (q) from Route 22 PO(8'-0) 8'-0 11'-0%2 Pe Pv 1.315 CM 3.2600 10.00 0.38 120 0.000144 16'-0 Pf 0.002 51 47 20'-7 20'-7 4.95 23.046 23.048 Flow (q) from Route 20 16'-0 Pe Pv CM 3.2600 14.99 0.58 120 0.000305 13'-6 Pf 0.004 47 44 20'-7 20'-7 4.99 23.048 23.052 Flow (q) from Route 19 13'-6 Pe Pv �••••• Route 19••••• RN 1.6100 4.99 0.79 120 0.001240 2'-10 Pf 0.013 48 47 23'-5 20'-7 4.99 21.806 23.048 Flow (q) from Route 21 PO(8'-0) 8'-0 10'-10 Pe Pv 1.228 ,mo ••••• Route 20••••• RN 1.6100 4.95 0.78 120 0.001222 3'-3 Pf 0.014 60 58 23'-10 20'-7 4.95 21.629 23.045 Flow (q) from Route 23 PO(8'-0) 8'-0 11'-3 Pe Pv 1.403 CM 3.2600 4.95 0.19 120 0.000039 16-0 Pf 0.001 58 51 20'-7 20'-7 23.045 23.046 16'-0 Pe Pv Q&••••• Route 21••••• RN 1.6100 4.99 0.79 120 0.001240 2'-10 Pf 0.023 54 56 20'-7 23'-5 14.99 22.937 21.732 PO(8'-0), Flow (q) from Route 26 T(8'-0) 16-0 18'-10 Pe Pv -1.228 BL 1.6820 4.99 0.72 120 0.001002 64'-0 Pf 0.074 56 48 23'-5 23'-5 21.732 21.806 T(9'-11) 9'-11 73'-11 Pe Pv -iii'D••••• Route 22••••• CM 3.2600 10.00 0.38 120 0.000144 16'-0 Pf 0.005 54 62 20'-7 20'-7 14.99 22.937 22.942 Flow (q) from Route 26 PO(20'-2) 20'-2 36'-2 Pe Pv RN 1.6100 5.04 0.79 120 0.001263 3'-0Y: Pf 0.014 62 64 20'-7 23'-71/2 22.942 21.641 T(8'-0) 8'-0 11'-0% Pe Pv -1.315 BL 1.6820 5.04 0.73 120 0.001021 64'-0 Pf 0.075 64 53 23'-7'/, 23'-7% 21.641 21.716 T(9'-11) 9'-11 73'-11 Pe Pv 4. ..... Route 23••••• CM 3.2600 4.95 0.19 120 0.000039 16-0 Pf 0.002 62 66 20'-7 20'-7 22.942 22.944 PO(20'-2) PO(20'-2) 40'-4 56-4 Pe Pv (h),©M.E.P.CAD, Inc. .fl AutoSPRINK 2018 v14.3.10.0 8/9/2019 3:33:51 PM Page 9 Hydraulic Analysis Job Number: 309753 Report Description: RA#2 Light Hazard (2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.6100 4.95 0.78 120 0.001222 3'-3 Pf 0.014 66 67 20'-7 23'-10 22.944 21.556 T(8--0) 8'-0 11'-3 Pe Pv -1.403 BL 1.6820 4.95 0.72 120 0.000988 64'-0 Pf 0.073 67 60 23'-10 23'-10 21.556 21.629 T(9'-11) 9'-11 73'-11 Pe Pv ---b•••••Route 24••••• BL 1.6820 3.60 0.52 120 0.000548 0'-4 Pf 0.000 75 74 21'-6% 21'-61/= 18.90 18.585 18.586 Flow (q) from Route 1 0'-4 Pe Pv +••••• Route 25••••• BL 1.6820 17.75 2.56 120 0.010472 7'-9'/: Pf 0.082 70 72 21'-4 21'-4 5.50 19.536 19.617 Flow (q) from Route 6 7'-91/: Pe Pv a•••••Route 26••••• CM 3.2600 14.99 0.58 120 0.000305 13'-6 Pf 0.004 49 54 20'-7 20'-7 5.22 22.933 22.937 Flow (q) from Route 15 13'-6 Pe Pv .i•••••Route 27••••• CM 3.2600 25.81 0.99 120 0.000834 16-0 Pf 0.013 42 45 20'-7 20'-7 6.19 22.911 22.924 Flow (q) from Route 17 16-0 Pe Pv o•••••Route 28••••• CM 3.2600 38.91 1.50 120 0.00178216'-0 Pf 0.029 34 38 20'-7 20'-7 7.94 22.865 22.893 Flow (q) from Route 11 16-0 Pe Pv vilp•••••Route 29••••• CM 3.2600 56.08 2.16 120 0.003504 13'-41/: Pf 0.047 27 30 20'-7 20'-7 10.56 22.777 22.824 Flow (q) from Route 13 13'4% Pe Pv (no ••••• Route 30••••• CM 3.2600 79.14 3.04 120 0.006627 16-0 W 0.106 20 24 20'-7 20'-7 10.94 22.594 22.700 Flow (q) from Route 2 16'-0 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pi Pipe ( a Inside Diameter 4.87 ) = Factor C Value Multiplier Value Of C 100 130 140 Multi in Multiplying Factor 0.713 1.16 1.33 150 1.51 �1A, © M.E.P.CAD, Inc. 4flAutoSPRINK 2018 04.3.10.0 8/9/2019 3:33:51 PM Page 10 Hydraulic Analysis Job Number: 309753 [9A, @ M.E.P.CAD, Inc. 411jAutoSPRINK 2018 04.3.10.0 8/9/2019 3:33:51PM Page 11 Repos vescnpaon: rwsz ugni rtazara I, Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flowm 9P b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen -Williams Constant CV Check Valve RN SP Riser Nipple Sprig Sri Pt Total pressure at a point in a pipe DeIV Deluge Valve ST Stand Pipe Pn Normal pressure at a point in a pipe DPV E Dry Pipe Valve 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11 Y.° Elbow points Ee2 22%:° Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao [9A, @ M.E.P.CAD, Inc. 411jAutoSPRINK 2018 04.3.10.0 8/9/2019 3:33:51PM Page 11 OTRS i.ir1<j1'1,n FFPTicket#650004726 Solar Vail 18-4468 dry pendents printed by Demitria Dewantini(ddewantini@frontierfireprotection.com), 09/11/2019 13:11:59 (America/Denver) State new Priority 3 normal Queue Main Lock unlock CustomerlD mdecleene@frontierfireprotection.com Owner root@localhost (Admin OTRS) Article #1 From: Matt Decleene <mdecleene@frontierfireprotection.com> To: shop-t-distlist <shop-t-distlist@frontierfireprotection.com> Subject: Solar Vail 18-4468 dry pendents Created: 09/11/2019 12:32:05 (America/Denver) by customer Hello, Please order: Age 39 m Created 09/11/2019 12:32:05 (America/Denver) Accounted time 0 Qty. of 32, Reliable Dry pendents, (F3QR56, SIN 5714, 5.6K, 200 degree, 1" NPT, white, with semi - recessed escutcheon) 18" in length. Qty. of 6, Reliable Dry pendents, (F3QR56, SIN 5714, 5.6K, 200 degree, 1" NPT, chrome, with semi -recessed escutcheon) 12" in length. Thank you, Matt DeCleene Branch Manager [cid:image001.png@6lD5689C.22ED1F90] 3519 E St Vrain St i Colorado Springs, CO 80909 Office 303-629-0221 i Fax 303-623-7830 Direct 719-602-4755 i Cell 715-587-5407 Page 1 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235.2855 Office INSPECTION SPECTION NOTIC Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes No,,) AM/PM When corrections have been made, sch dule for re -inspection online at: http:Y/www.cL wheatridge.co.uslinspectio i Date: Inspector.' i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:- . Job Address: ' Permit Number:. ❑ No one available for inspection: Tim :::�v PM Re -Inspection required: Yes (No When correc rens have been made, ail for DaInst cto . i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Off ice _ D INSPECTION NOTICE I 4C) Inspection Type: C9 4- Job Address: ^� Permit Number: ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Yes ` No When corrections have been made, schedule for re -inspection online at: hUp✓/www.ci.wheatridge.co.usfinspection ) Date. Inspec i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: (j Permit Number: [ (q r ❑ No one available for inspection: Ti �M/M Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: hUp✓/www.ci.wheatridge.co.uslinspect04_,�� Date. Inspector:/, ' DO NOT REIV�Ofi/E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPEC!J�10_Nl NpTIF Inspection Type: 'I S Job Address: Permit Number:) R�62 !R ❑ No one available for inspection Time 1,!2 !EU- \ANI/Pt Re -Inspection required: Yes `No *When corrections have been made, calr for re -inspection at 303-234- Date:- `- ) V- 12 Inspector: - - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division s?,x 77k- (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:° Permit Number: a .a+ -a ❑ No one available for inspection:,T]Ic AM/PM Re -Inspection required: Yes No When corrections have been made,allfig ` in on 234-5933 Dat'-` Inspecfor: , F t DO NOT REIII VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: j r/ t c_:� / Permit Number: A ( /„ F�� ❑ No one available for inspection: Time/o Ll V /AM/P4 Re -Inspection required: Yes 'No When corrections have been made, cal for re -inspection at 303-234-5933 Date:' S /4,2,,/-// 7' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:, (= �A Job Address: 3 e - Permit Number:. ? "'•C ❑ No one available for inspection /..---4—' I _ AI�I'IT Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date:_<., Inspector: )-ter----- DO NOT REMOVE THIS NOTICE t- ❑ No one available for inspection: Re -Inspection required: Yes When corrections have been made c 11 for re -inspection at 303-234-5933 DateInspe P DO NOT REAW E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division 9r,(303) _:�(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:Job Address: e,, _") ) `�_ Permit Number: ' t- ❑ No one available for inspection: Re -Inspection required: Yes When corrections have been made c 11 for re -inspection at 303-234-5933 DateInspe P DO NOT REAW E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F Job Address: PermitNumber: ❑ No one available for inspecti Re -Inspection required: Yes&No When corrections have been made, call for re -inspection at 303-234- Date:--? �7v 03-234- Date:-?7y %`i Inspector: /--- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 5z��21 Glz. ❑ No one available for inspection: TiAD- AM/ M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: /,:,'5 ' i Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201900360 PERMIT NO: 201900360 ISSUED: 07/10/2019 JOB ADDRESS: 3600 Youngfield St Suite 140 EXPIRES: 07/09/2020 JOB DESCRIPTION: Tenant finish - 21,154 sq ft Tenant: Sierra Trading Post *** CONTACTS *** OWNER (719)217-9219 US RETAIL PARTNERS LLC GC (817)717-2867 MATT HOWELL, JAMES MIDDLEBROOK 190145 TENANT BUILD, INC. SUB (720)946-1830 RONALD SMITH 110060 PRODUCTIVE ELECTRIC LLC SUB (720)344-1354 DAVID KERR/BREI MEYER 170690 H2O PLUMBING & HEATING, INC. SUB (817)719-1062 KENNAN LEATHERWOOD 190116 AIR -KRAFT MECHANICAL *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: B / Business SUBDIVISION CODE: 320 / Discount Stores/Big Boxes/Supe BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 800,000.00 FEES Total Valuation 0.00 Plan Review Fee 3,485.33 Use Tax 16,800.00 Permit Fee 5,362.05 ** TOTAL ** 25,647.38 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. Site signage will require separate permits. A � City of Wheat Ridge Comm. Tenant Finish PERMIT - 201900360 PERMIT NO: 201900360 ISSUED: 07/10/2019 JOB ADDRESS: 3600 Youngfield St Suite 140 EXPIRES: 07/09/2020 JOB DESCRIPTION: Tenant finish - 21,154 sq ft Tenant: Sierra Trading Post I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further ttest that I am legally authorized to include all entities na ed w' in this document as parties to the work to be performed and a work to be performed is disclosed in this document an r its' ccompanying approved plans and specifications. V_/0 // 2 Signature of IMNER or CONTRACTOR (Circle one) be 1. This permit was issued based on the information provided in the permit applic tion and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and sh 11 not proceed or conceal work without written approval of such work from the Building and Inspection Services 6. T e ' sua c or g tin of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any ab de nce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Building & Inspection Services 7--500 W 291 Ave.. Wheat Ridge. CO 80033 Office: 303-235-2855 " Fax; 303-237-8929 • Inspection Line= 303-234-5933 Email: rsnik5ei.syleatridre cvs Plan Review Fee: Building Permit Application Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3600 Youngfield Street Suite 140 Owner (please print): Walmart Stores Inc Property Owner Email• delfie arae @tjx.com Tenant Name (Commercial Projects Only) Sierra Trading Post Property Owner Mailing Address: (if different than property address) FO Box 8050 MS0555 Bentonville, AR 72716 Rogue Architects, attn Becca Hull Phnna, 71 9_71 7_n,)1 n Architect/Engineer E-mail: becca@roguearchitects cQm Phone: 817-529-6890 r Name; City of Wheat Ridge License It: � SGL t Contractor E-mail Address:3 �. <'X .n . OV, i-si For Pian Review Questions & Comments (please print): Phone: . Avcf - LL A"ac- -c o in CONTACT NAME (please print): Becca .Hull Phone: 817-529-6890 CONTACT EMAI @ roctuearchitects . Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: TDD Plumbing: W.R_ City License # W.R. City License # TBD Mechanical: W.R. City License # TBD Other City Licensed Sub: City License # TBI? Other City Licensed Sub. TBD City License # Complete all highlighted fields. ECOMMERCIAL FIRESIDENTIAL Provide description of Work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Tenant finish -out of an existing shell building, to be a Sierra Trading post. No exterior work is included. Sq. FULF BTUs Gallons Amps Squares For Solar: Kw # of Panels � , �Requlres Structural For Commercial Projects Only: Occupancy Type: M Construction Type: 2-a Occupancy Load: 322 Square Footage: 21, 1.54 sf Project Value: (Contract value or the cost of all materials and labor included in the entire project) g 800,000.00 01a1`?dER/CO1l'RACTOR SIGNATURE OF UNDERSTANDING AND AGRElEMEN'T 1 hercbwcenify that the Setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulation-, of the City of 1k haat Ridge or covenants. casements or restrictions of record; that all measurements ,heat* it rind allegations made are accurate: that I hav a read and agree to abide Iv, all conditions printed on this application and that I assume full responsibility for compliance wsith applicable City of Wheat Ridge cotyles and ordinances for %%cork under any pennit issued based on this application; that I am the legal mvner or haws: been authorised h) the legal owvncr of the Property to perform the de.,�Lribed wwurk and am also authorized hM the legal oAntr of any !neer• included on this application to list that entity on this application. I. the applicant dor this building penmt application. warrant the truthfulrtess of the information provided on the application. CIRC'LE1iNE— @EW'N�'ER C IVTR; C70Rj or (4 U771ORMED RE'PRE'SLAVTAT1VE) eJ (Off'4ER) (CO. TRAC-TOR) Si a (first mud last name): 1 DATE; 3 J� 1 Printed Name: :]� 4. t� ZONING COMMENTS Reviewer. BUILDING DEP E COM S- Reviewer - PUBLIC WORKS COMMENTS: Reviewer OCCUPANCY CLASSIFICATION- CONSTRUCTION TYPE, 97,'-'6 Building Division Valuation; Tiffany Roth U CA From: NoReply@mobile-eyes.com Sent: Monday, March 4, 2019 11:53 AM To: Tiffany Roth Subject: Permit application accepted - West Metro Fire Protection District Your permit request for Sierra Trading Post at STE 140, 3600 Youngfield Street Wheat Ridge, CO 80033 has been accepted. The Job Number is: 190304012 Description: Tenant finish -out of an existing shell building to be a Sierra Trading Post. No facade or structural work is included in this scope. Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 4-5 weeks. If additional information is required, you'll receive a notice from the reviewer assigned, or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you feel you are not receiving the Mobile Eyes notices and select "Not Junk". NOTE: Re -submissions shall only include the pages that are affected and additional pages that may be required for the needed corrections. Re -submission of full sets, unless specifically requested, shall result in the rejection of plans. I City of j��COWheatNMMUNTY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date pri r to permit issuance. Project Address: 3600 Youngfield St .Permit .l(.JV J General Contractor: W E O'Neil I Electrical Sub -Contractor I Company Name: Productive Electric State License #: E 3 6 0 8 Phone#: 720-946-1830 Master#' 0028364 Wheat Ridge License #:. 110060 (required field) /i- ignature of A ho Agent Date Plumbing Sub -Contractor ---� Company Name: Mountain Aire Mechanical Phone #: (303) 862-3990 State License #: PC.0003014 Master #: MP.00187554 Wheat Ridge License #:110095 (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name:M[A9A-! , Phone: 3,:-:;��3 Wheat Ridge License M /2-1 Q9*3_(required field) Signature of Authorized Agent Date '— ,T-4 tir 5 .- Co 2 4,4 42- 6�( 00360 COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: 3600 Youngfield Suite 140 Wheat Ridge, CO 2015 IECC Sierra Trading New Construction Owner/Agent: T.J. Maxx 770 Cochituate Road Framingham, MA Designer/Contractor: Robert D Anderson P.E. Dallas, TX Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Retail 21320 1.13 24177 Total Allowed Watts = 24177 Proposed Interior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 -Retail LED 2: A,D: LED PANEL: LED Panel 38W: 1 25 31 775 Track lighting: T41-: LED TRACK: Wattage based on 106 feet of track 0 0 3180 3180 LED 5: 07: LED PANEL: LED Panel 19W: 1 23 20 465 LED 6 copy 2: G4 ,F4: LED PANEL: LED Panel 19W: 1 2 23 45 LED 6: A6: LED PANEL: LED Panel 33W: 1 66 34 2244 LED 7: A4: LED PANEL: LED Panel 110W: 1 68 111 7548 LED 5 copy 2: G3: LED PANEL: LED Panel 44W: 1 18 45 814 Total Proposed Watts = 15070 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Mark Swanson -Project Manager mcirl2 E swGI SOA Name - Title Signature 02/27/19 Date City of at %."ge Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 1 of 19 WHEAT RIDGE ,CO 2015 IECC.cck U COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone 2015 IECC Sierra Trading New Construction 2 (Neighborhood business district) Construction Site: Owner/Agent: 3600 Youngfield T.J. Maxx Suite 140 770 Cochituate Road Wheat Ridge, CO Framingham, MA Allowed Exterior Lighting Power A Area/Surface Category Designer/Contractor: Robert D Anderson P.E. Dallas, TX B C D E Quantity Allowed Tradable Allowed Watts Wafts/ Unit Wattage (B X C) Illuminated area of facade wall or surface 6600 ft2 0.1 No 660 Total Tradable Watts (a) = 0 Total Allowed Watts = 660 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp /Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Illuminated area of facade wall or surface (6600 ft2): Non -tradable Wattage LED 1: L1,L: LED Panel 33W: 1 4 32 128 LED 2: K3: LED Panel 19W: 1 6 22 132 LED 2 copy 1: S3: LED Panel 19W: 1 2 14 28 Total Tradable Proposed Watts = 0 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Mark Swanson -Project Manager Merle E SW2AS5' v 02/27/19 Name - Title Signature Date City of Wheat Ridge Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 2 of 19 WHEAT RIDGE ,CO 2015 IECC.cck 6�( COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: 2015 IECC Sierra Trading Wheat Ridge, Colorado 5b New Construction Construction Site: Owner/Agent: Designer/Contractor: 3600 Youngfield T.J. Maxx Robert D Anderson P.E. Suite 140 770 Cochituate Road Dallas, TX Wheat Ridge, CO Framingham, MA Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 240 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et Cooling: 1 each - Single Package DX Unit, Capacity = 120 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.00 EER, Required Efficiency: 11.00 EER + 12.6 IEER Fan System: None 4 HVAC System 2,3,4,5 (Single Zone): Heating: 4 each - Central Furnace, Gas, Capacity = 180 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 4 each - Single Package DX Unit, Capacity = 102 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.00 EER, Required Efficiency: 11.00 EER + 12.6 IEER Fan System: None 1 HVAC System 8 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 120 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 36 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: None 1 HVAC System 6 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 120 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 48 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: None 1 HVAC System 7 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 160 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE City of Cooling: 1 each - Single Package DX Unit, Capacity = 60 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Wheat Fan System: None Ridge (Building 1 Water Heater 1: Divison Electric Storage Water Heater, Capacity: 20 gallons Proposed Efficiency: 1.65 SL, %/h (if> 12 kW), Required Efficiency: 1.65 SL, %/h (if> 12 kW) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\ SIERRA TRADING\SIERRA TRADING- Page 3 of 19 WHEAT RIDGE ,CO 2015 IECC.cck Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist, Mark Swanson -Project Manager Vame - Title mcIM E swl?.SCA Signature 02/27/19 Date City of Wheat Ridge Diviso Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 4 of 19 WHEAT RIDGE ,CO 2015 IECC.cck COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Re .ID C103.2 Plans, specifications, and/or ❑Complies [PR2]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the mechanical ❑Not Applicable systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans, specifications, and/or ❑Complies [PR3]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the service water ❑Not Applicable heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C103.2 Plans, specifications, and/or ❑Complies [PR4]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the interior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C103.2 Plans, specifications, and/or ❑Complies [PR8]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the exterior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or ❑Complies [PR9]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the additional energy ❑Not Applicable efficiency package options. Additional Comments/Assumptions: UEBuildingDivis,, 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 5 of 19 WHEAT RIDGE ,CO 2015 IECC.cck City of Wheat Ridge 3uiiding Divison 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 6 of 19 WHEAT RIDGE ,CO 2015 IECC.cck # I Footing / Foundation Inspection I Complies? Comments/Assumptions & Rea ID C403.2.4. Snow/ice melting system sensors for LJComplies 5, future connection to controls. Freeze ❑Does Not C403.2.4. protection systems have automatic 6 controls installed. ❑Not Observable [F09]3 ❑Not Applicable Additional Comments/Assumptions: City of wheat Ridge 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 7 of 19 WHEAT RIDGE ,CO 2015 IECC.cck Section # Plumbing Rough -In Inspection Complies? Comments/Assumptions & Re .ID C404.5, Heated water supply piping conforms ❑Complies C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies C404.5.1, to pipe length and volume []Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.5, Heated water supply piping conforms []Complies C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies C404.5.1, to pipe length and volume ❑Does Not C404.5.2 [PL6]3 requirements. Refer to section details. ❑Not Observable ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating ❑Not Applicable cycle. C404.6.3 Pumps that circulate water between a ❑Complies [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating ❑Not Applicable cycle. C404.6.3 Pumps that circulate water between a ❑Complies [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating ❑Not Applicable cycle. C404.6.3 Pumps that circulate water between a ❑Complies [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating ❑Not Applicable cycle. C404.6.3 Pumps that circulate water between a ❑Complies [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating ❑Not Applicable cycle. C404.6.3 Pumps that circulate water between a ❑Complies City of [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to W ❑Not Observable heat Ridg <= 5 minutes after end of heating ❑Not Applicable cycle. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) „g Div Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 8 of 19 WHEAT RIDGE ,CO 2015 IECC.cck Section # Plumbing Rough -In Inspection Complies? Comments/Assumptions & Re .ID C404.7 Water distribution system that pumps ❑Complies [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. C404.7 Water distribution system that pumps ❑Complies [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. C404.7 Water distribution system that pumps ❑Complies [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104 ° F. C404.7 Water distribution system that pumps ❑Complies [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104 ° F. C404.7 Water distribution system that pumps ❑Complies [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to /00*City of 104°F. Wheat Ridge uilding 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 9 of 19 WHEAT RIDGE ,CO 2015 IECC.cck Section # Plumbing Rough -In Inspection Complies? Comments/Assumptions & Req.ID C404.7 Water distribution system that pumps LJComplies [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source []Not Observable through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. Additional Comments/Assumptions: City of Wheat Ridge 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 10 of 19 WHEAT RIDGE ,CO 2015 IECC.cck Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Re .ID C402.2.6 Thermally ineffective panel surfaces of ❑Complies [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.2.12 HVAC fan systems at design ❑Complies See the Mechanical Systems list for values. .1 conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fan ❑ Not Observable system bhp. ❑Not Applicable C403.2.12 HVAC fan systems at design ❑Complies See the Mechanical Systems list for values. .1 conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fan Not Observable []Not bhp. ❑Not Applicable C403.2.12 HVAC fan systems at design ❑Complies See the Mechanical Systems list for values. .1 conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fan ❑ Not Observable system bhp. ❑Not Applicable C403.2.12 HVAC fan systems at design ❑Complies See the Mechanical Systems list for values. .1 conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fan ❑ Not Observable system bhp. ❑Not Applicable C403.2.12 HVAC fan systems at design ❑Complies See the Mechanical Systems list for values. .1 conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fan ❑Not Observable system bhp. ❑Not Applicable C403.2.12 Fans have efficiency grade (FEG) >_ ❑Complies .3 67. The total efficiency of the fan at ❑Does Not [ME117]2 the design point of operation <= 15% ❑Not Observable of maximum total efficiency of the ❑Not Applicable fan. _ C403.2.12 Fans have efficiency grade (FEG) >_ ❑Complies .3 67. The total efficiency of the fan at ❑Does Not [ME117]2 the design point of operation <= 15% ❑Not Observable of maximum total efficiency of the ❑Not Applicable fan. _ C403.2.12 Fans have efficiency grade (FEG) >_ ❑Complies .3 67. The total efficiency of the fan at ❑Does Not [ME117]2 the design point of operation <= 15% ❑Not Observable of maximum total efficiency of the ❑Not Applicable fan. C403.2.12 Fans have efficiency grade (FEG) >_ ❑Complies .3 67. The total efficiency of the fan at ❑Does Not [ME117]2 the design point of operation <= 15% [-]Not Observable of maximum total efficiency of the ❑Not Applicable fan. C403.2.12 Fans have efficiency grade (FEG) >_ ❑Complies .3 67. The total efficiency of the fan at ❑Does Not [ME117]2 the design point of operation <= 15% []Not Observable of maximum total efficiency of the ❑Not Applicable fan. C403.2.13 Unenclosed spaces that are heated ❑Complies [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable City of Wheat Ridge Building Divison 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 11 of 19 WHEAT RIDGE ,CO 2015 IECC.cck Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Re .ID C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.6. Demand control ventilation provided ❑Complies 1 for spaces >500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and ❑Not Observable served by systems with air side ❑Not Applicable economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation ❑Complies 2 has automatic contaminant detection ❑Does Not [ME115]3 and capacity to stage or modulate ❑Not Observable fans to 50% or less of design capacity. ❑Not Applicable C403.2.7 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). []Not Observable ❑Not Applicable C403.2.8 Kitchen exhaust systems comply with ❑Complies [ME116]3 replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood []Not Observable rating requirements and maximum ❑Not Applicable exhaust rate criteria. C403.2.9 HVAC ducts and plenums insulated. ❑Complies [ME60]2 Where ducts or plenums are installed ❑Does Not in or under a slab, verification may ❑Not Observable need to occur during Foundation ❑Not Applicable Inspection. C403.2.9 Ducts and plenums sealed based on ❑Complies [ME10]2 static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.9. Ductwork operating >3 in. water ❑Complies 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable ❑Not Applicable C403.2.9. Ductwork operating >3 in. water ❑Complies 1.3 column requires air leakage testing. []Does Not [ME11]3 ❑Not Observable ❑Not Applicable _ C403.2.9. Ductwork operating >3 in. water ❑Complies 1.3 column requires air leakage testing. []Does Not [ME11]3 ❑Not Observable ❑Not Applicable C403.2.9. Ductwork operating >3 in. water ❑Complies 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable ❑Not Applicable C403.2.9. Ductwork operating >3 in. water ❑Complies 1.3 column requires air leakage testing. ❑Does Not City rty of ❑Not Observable ❑Not Applicable Wheat R' e Building Divison 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\ SIERRA TRADING\SIERRA TRADING- Page 12 of 19 WHEAT RIDGE ,CO 2015 IECC.cck Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Req.ID C403.4.4. Multiple zone VAV systems with DDC ❑Complies See the Mechanical Systems list for values. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies See the Mechanical Systems list for values. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies See the Mechanical Systems list for values. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies See the Mechanical Systems list for values. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable []Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies See the Mechanical Systems list for values. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable ❑Not Applicable C408.2.2. Air outlets and zone terminal devices ❑Complies 1 have means for air balancing. []Does Not [ME53]3 ❑Not Observable ❑Not Applicable C403.5, Refrigerated display cases, walk-in ❑Complies C403.5.1, coolers or walk-in freezers served by ❑Does Not C403.5.2 remote compressors and remote ❑Not Observable [ME123]3 condensers not located in a ❑Not Applicable condensing unit, have fan -powered condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: City of Wheat Ridge ilding Diviso 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 13 of 19 WHEAT RIDGE ,CO 2015 IECC.cck section # Rough -In Electrical Inspection Complies? Comments/Assumptions & Re .ID C405.2.1 Lighting controls installed to uniformly ❑Complies [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ❑Not Applicable C405.2.1 Occupancy sensors installed in ❑Complies [EL18]1 required spaces. ❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, Independent lighting controls installed ❑Complies C405.2.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and ❑Not Observable [EL23]2 visible to occupants. ❑Not Applicable C405.2.2. Automatic controls to shut off all ❑Complies 1 building lighting installed in all ❑Does Not [EL22]2 buildings. []Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies [EL16]2 individual controls that control the ❑Does Not lights independent of general area ❑ Not Observable lighting. ❑Not Applicable C405.2.3, Primary sidelighted areas are ❑Complies C405.2.3. equipped with required lighting ❑Does Not 1, C405.2.3. controls. ❑ Not Observable 2 ❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ❑Complies C405.2.3. under skylights and rooftop monitors ❑Does Not 1, are equipped with required lighting ❑Not Observable C405.2.3. 3 controls. ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Not Applicable C405.2.4 Additional interior lighting power ❑Complies [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable automatically controlled and ❑Not Applicable separated from general lighting. C405.2.5 Automatic lighting controls for exterior ❑Complies [EL25]"°" lighting installed. Controls will be ❑Does Not daylight controlled, set based on ❑Not Observable business operation time -of -day, or ❑Not Applicable reduce connected lighting > 30%. C405.3 Exit signs do not exceed 5 watts per ❑Complies [EL6]1 face. ❑Does Not City of E]Not Observable (Wheat ❑Not Applicable Rid e Additional Comments/Assumptions: Building Divison 1 High Impact (Tier 1) ---T-21 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 14 of 19 WHEAT RIDGE ,CO 2015 IECC.cck City of Wheat Ridge 111 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) J Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 15 of 19 WHEAT RIDGE ,CO 2015 IECC.cck Section # Final Inspection Complies? Comments/Assumptions & Re .ID C303.3, Furnished O&M instructions for ❑Complies C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated ❑Not Observable [FI17]3 representative. []Not Applicable C303.3, Furnished O&M manuals for HVAC ❑Complies C408.2.5. systems within 90 days of system ❑Does Not 3 [FI8]3 acceptance. ❑ Not Observable ❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies [F127]3 capacity does not exceed calculated ❑Does Not loads. [-]Not Observable _ ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. ❑Does Not [F147]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. ❑Does Not [F147]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. []Does Not [F147]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. []Does Not [FI47]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Thermostatic controls have a 5 °F _ ❑Complies 1.2 deadband. ❑Does Not [F138]3 []Not Observable ❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies 1.3 overlap restrictions. []Does Not [F120]3 ❑Not Observable []Not Applicable C403.2.4. Each zone equipped with setback ❑Complies =aly of 2 controls using automatic time clock or ❑Does Not [F139]3 programmable control system. []Not Not Observable Ridge ❑Not Applicable \�Z9 Divison 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 16 of 19 WHEAT RIDGE ,CO 2015 IECC.cck Section # Final Inspection Complies? Comments/Assumptions & Re .ID C403.2.4. Automatic Controls: Setback to 55°F ❑Complies 2.1, (heat) and 85°F (cool); 7 -day clock, 2- ❑Does Not C403.2.4. hour occupant override, 10 -hour ❑ Not Observable 2.2 [F140]3 backup ❑Not Applicable C404.3 Heat traps installed on supply and ❑Complies [Fill]' discharge piping of non -circulating ❑Does Not systems. ❑Not Observable ❑Not Applicable C404.4 All piping insulated in accordance with ❑Complies [FI25]2 section details and Table C403.2.10. ❑Does Not ❑Not Observable ❑Not Applicable C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed watts. C405.5.1 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal ❑Not Applicable to allowed watts. C408.2.1 Commissioning plan developed by ❑Complies [FI28]1 registered design professional or ❑Does Not approved agency. ❑Not Observable ❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies 1 ensure proper operation. ❑Does Not [FI31]1 ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies 2 tested to ensure proper operation, ❑Does Not [FI10]1 calibration and adjustment of controls. ❑Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies [FI29]1 completed and certified by registered ❑Does Not design professional or approved ❑Not Observable agency. ❑Not Applicable C408.2.5. Furnished HVAC as -built drawings ❑Complies 1 submitted within 90 days of system ❑Does Not [FI7]3 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. Furnished as -built drawings for ❑Complies 1 electric power systems within 90 days ❑Does Not [FI16]3 of system acceptance. ❑Not Observable City of ❑Not Applicable C408.2.5. An air and/or hydronic system ❑CompliesI ge 3 balancing report is provided for HVAC ❑Does Not ding BuiiDivison [FI43]1 systems. []Not Observable ❑Not Applicable 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3)__] Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 17 of 19 WHEAT RIDGE ,CO 2015 IECC.cck Section # Final Inspection Complies? Comments/Assumptions & Re .ID C408.2.5. Final commissioning report due to ❑Complies 4 building owner within 90 days of ❑Does Not [F130)1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies [FI33)1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City of Wheat Ridge 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\ SIERRA TRADING\SIERRA TRADING- Page 18 of 19 WHEAT RIDGE ,CO 2015 IECC.cck City of Wheat Ridge ilding Project Title: Sierra Trading Report date: 02/27/19 Data filename: C:\Program Files\Autodesk\AutoCAD LT 2017\DWG\ROGUE\_SIERRA TRADING\SIERRA TRADING- Page 19 of 19 WHEAT RIDGE ,CO 2015 IECC.cck City of a "*d PFe O��g �i:i�- LLan.t SUB -CONTRACTOR AUTHORIZATION FORM w... "cut tuugc License number must he providedm the applicable space. Subcontractor's ins nc and license must be up to date prior to permit issuance, 3��o iar s+. S�►kc Iy o Project Address, Sroo33 Permit #: General Contractor:Tenant Build Inc I Electrical Sub -Contractor Company Flame: Pcvdu live ElectricLLC Phone #:_72()_946_1830 State License #:_3608 Master #: )Rj64 te- : ; _P (required field) tiAgnatIgaature of Date Authorized Agent Date Plumbing Sub -Contractor Company Name:H2O Plumbing & Heating, Incphone #:720.344-1354 State License #: P.0001031 Master #: MP.00187357 (required field t f tG Signa re of Authorized Agent Date Mechanical Contractor Company Name: A i (cc i;;aPhone: - - {=required field) Signature of Authorized Agent et �� i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ='�� f j,5 �-- Job Address: a 1=' Yeti z�- `r> F L -:p Permit Number: / 7 , ❑ No one available for inspection ,:4me k��AM/ M Re -Inspection required: Yev" No y` , When corrections have been made, call for re -inspection at 303-234-5933 t Date: r, -t (� Inspector: �--- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE L1.721 -m 192, Inspection Type: a�� N c__7 Job Address: Permit Number: ❑ No one available for inspection: Re -Inspection required: When corrections have been made, call for re -inspection at 303-234-5933 Dater l' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:;) J ❑ No one available for inspection: Time Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 f Date: � r ' I'T Inspector: V� DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:�-!r �� cel e=�. ¢ 2-=7 Permit Number:'/' ❑ No one available for inspection: Time ) iPL-)rAM_/�M Re -Inspection required: Yes( -No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:' DO NOT REMOVE THIS NOTICE i CITY.OF W -MEAT RIDGE Building lnoection'D ision` (303) 234-5933 Inspection line _1�9(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:Zo �� Permit Number: v� �:r•?-� ❑ No one available for inspectionPTfine /�%,'_�a_'V AMIM�,{' Re -Inspection required: Yes-" No When corre tions have been made, call for re -inspection at 303-234-5933 Date: ' M'*`,cW Inspector: "A --- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 10(p- v I4 0 f) alt , L fls Job Address: b b ® v )LID Permit Number: 'D 0 1 cf p p© y S ❑ No one available for inspection Time AMJ!q�? Re -Inspection required: Yes'1lo ,l When corrections have been made, call for re -inspection at 303-234-5933 . Date: .� 19 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201900004 PERMIT NO: 201900004 ISSUED: 03/11/2019 JOB ADDRESS: 3600 Youngfield St Suite 140 EXPIRES: 03/10/2020 JOB DESCRIPTION: Landlord impovements to include demo CMU wall; construct new entrance, including storefront, sliding doors and awnings; structural reinforcements; install new electrical system, interior and exterior lighting and power; Includes limited plumbing work - 21,154 sq ft total Tenant: Sierra Trading Post *** CONTACTS *** OWNER US RETAIL PARTNERS LLC SUB (303)238-7900 Todd Guthrie 180219 W.E. O'Neil Construction SUB (720)946-1830 RONALD SMITH 110060 PRODUCTIVE ELECTRIC LLC SUB (303)862-3990 Timothy Berdahl 110095 Mountain Aire Mechanical LLC SUB (303)797-3920 MARK BEIMERS 021093 MARXAIRE INC. *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: B / Business SUBDIVISION CODE: 320 / Discount Stores/Big Boxes/Supe BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,100,000.00 FEES Total Valuation 0.00 Plan Review Fee 4,200.33 Use Tax 23,100.00 Permit Fee 6,872.05 ** TOTAL ** 34,172.38 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. Site signage will require separate permits. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201900004 PERMIT NO: 201900004 ISSUED: 03/11/2019 JOB ADDRESS: 3600 Youngfield St Suite 140 EXPIRES: 03/10/2020 JOB DESCRIPTION: Landlord impovements to include demo CMU wall; construct new entrance, including storefront, sliding doors and awnings; structural reinforcements; install new electrical system, interior and exterior lighting and power; Includes limited plumbing work - 21,154 sq ft total Tenant: Sierra Trading Post I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le�ggally authorized to include alI entities named within this document as parties to the work to be performed an t all work to bf Wrformed is disclosed in this document and/or its' accompanying approved plans and specifications. ign ofCONTRALTO (Circle one) Date ed 1. This permit was issued bason the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any oidinance or regulation of this jurisdiction. Approval of work is subject to field inspection. h i Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY City of 9W heat K C(OrmMIUNiTy DEVELOPMENT Building & Inspection Services I it 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 P Inspection Line: 303-234-5933 Email: permits(abci.wheatridge.co.us FOR OFFICE USE ONLY Date: 114/1C7 Plan/Permit # Plan Review Fee: Lai d -rfnpnwwQ Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3600 Youngfield St., Wheat Ridge, CO 80033 Property Owner (please print: Regency Centers - Thomas Metzger Phone: 303-300-5335 Property Owner Email: tommetzger@regencycenters.com Tenant Name (Commercial Projects Only) Sierra Trading Post Property Owner Mailing Address: (if different than property address) Address: 8480 East Orchard Rd. Citv. State. Zip: Greenwood Village, CO 80111 Architect/Engineer: Naos Design Group Architect/Engineer E-mail: dicka@naosdg.com Phone: 303-759-5777 Contractor Name: W -E. O'Neil Construction City of Wheat Ridge License #: I soZ K Phone: 303-238-7900 Contractor E-mail Address: dsulewski@weoneil.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Dick Ansteth Phone: 303-759-5777 CONTACT EMAIL(p/ease print): dicka@naosdg.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Landlord improvements for Sierra Trading Post. This work is in addition to the ongoing core & shell work, but is not the tenant fit out. Scope includes the following: -Demolition of existing CMU -Building new entrance to the space, includes storefront, masonry, stucco, steel, wood, sliding doors, and awnings -Structural reinforcements to existing steel structure -New electrical system including interior and exterior lights and power throughout -Limited plumbing work Sq. Ft./LF 21,154 SF Amps Squares BTUs Gallons For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: M Construction Type: 2-13 Occupancy Load: 705 Square Footage: 21,154 Project Value: (Contract value or the cost of all materials and labor included in the entire project) $1,100,000 (estimated) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) Signature (first and last name): Printed Name: Lr (AUTHORIZED REPRESENTATIVE) of (OWNER) % ER) (CONTRACTOR) I DATE: Z / Zv 11 sUvt DEPARTMENT USE ONLY ZONING COMMMENTS: �C�. Aqq-tyt�.�-��t..� Reviewer: BUILDING DEPARTMENT COMMENTS: �1u1� Reviewer PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: lr ' CONSTRUCTION TYPE i Z 1, I S�(sFCx l�! J �o L 0Z� Z�� Building Division Valuation: 1.1�V SlP f�inI� C'ity r, fiat _T, CobhjvtuI,� Imo. DEVELOPMENT This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3600 Youngfield St. Permit Q / ) V �; �Jav General Contractor: W E O'Neil I Electrical Sub -Contractor I Company Name: Productive Electric State License #: E 3 6 0 8 Wheat Ridge License #:. 110060 ignature of A ho�ed gent Plumbing Sub -Contractor Phone#: 720-946-1830 Master#: 0028364 (required field) /I- f/Y Date Company Name: Mountain Aire Mechanical Phone #: (303) 862-3990 State License #: PC.0003014 Master #: MP.00187554 Wheat Ridge License #:110095 (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name:_A-sQ..V-'4! r Phone: !% 3 7 CI ? - 3 `7 Z_C Wheat Ridge License#: 2-1 pCJ�'� (required field) Signature of Authorized Agent Date Dina Kemp From: Cameron Johnson <cjohnson@weoneil.com> Sent: Wednesday, January 2, 2019 3:08 PM To: Dina Kemp Subject: Fwd: Permit application accepted - West Metro Fire Protection District Sent from my iPhone Begin forwarded message: From: <NoRep1y&mobi1e-eyes.com> Date: December 27, 2018 at 3:00:29 PM MST To: <ciohnsongweoneil.com> Subject: Permit application accepted - West Metro Fire Protection District Your permit request for Building Shell (TI) at 3600 Youngfield Street Wheat Ridge, CO 80033 has been accepted. A o The Job Number is: 181227003 Description: Land Lord improvements for a future tenant (Sierra Trading Post). Includes a new entrance, demising walls, HVAC and electrical work. Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 3-4 weeks. If additional information is required, you'll receive a notice from the reviewer assigned, or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you feel you are not receiving the Mobile Eyes notices and select "Not Junk". NOTE: Re -submissions shall only include the pages that are affected and additional pages that may be required for the needed corrections. Re- submission of full sets, unless specifically requested, shall result in the rejection of plans. 3�o 'I #)LID CITY OF WHEAT RIDGE AN C CK NO.: 201900004 7500 W. 291h Ave. Sierra Trading Post Wheat Ridge, CO 80033 3600 Youngfield Street (303)235-2851 1ST REVIEW BY: N. Chung DATE: 1/11/2019 CORRECTIONS 2ND REVIEW BY: DATE: CORRECTIONS APPROVED 3RD REVIEW BY: DATE: CORRECTIONS APPROVED A. THE ITEMS BELOW REQUIRE CORRECTION OR CLARIFICATION BEFORE THIS PLAN CHECK CAN BE APPROVED FOR PERMIT ISSUANCE. B. NOTE ON THIS CORRECTION SHEET OR ON A SEPARATE SHEET THE LOCATION OF THE COMPLETED CORRECTION. (I.E. SHEET NO., DETAIL, ETC. IBC 2012 STRUCTURAL DESIGN REQUIREMENT 1. Sheet S0.1, Design Loads: Verify the ultimate wind speed. Per structural calculation, it shall be 130 mph instead of 150 mph. 2. Sheet SO. 1, Design Loads: Call out the design live load for catwalk. 3. Detail 2/S2.3: Verify the reference sections 1, 2/S2.6. Per sheet S2.6, these are Hobby Lobby Entry sections. 4. Detail 7/S2.6: Verify the reference detail 1/S2.6. It shall be 2/S2.6. 5. Detail 4/S4.0: Verify this detail for bottom reinforcement, existing precast anchors and base plate. See sheet S2.2 for the location of this detail. 6. Detail 1/S2.2: Are all pad footings along gridline B new? Otherwise, call out the existing to the footings. 7. Sheet S2.0, detail 39/S5.0: Per page 4.3 of the structural calculation, the new steel column at gridline F-5.5 shall be W8x35 to replace the existing W8x24. 8. Page 4.17 of the structural calculation: Call out the double LL 5x3 1/2x1/4 back to back @ new dock opening. 9. Pages 4.19 to 4.21, detail 9/S4.0: Verify the calculation of the screen wall. a) The rebars on the plan do not match with the calculation. See page 4.21 of the calculation. b) Call out the solid grouted for CMU. See page 4.21 of the structural calculation. c) Call out the thickness of the footing on the detail 9/S4.0 10. Sheet S2.2, Foundation plan: Verify the reference details 10/S5.0 & 11 /S5.0 between gridlines 4 & 4.5. Also @ gridline 6.5. 11. Sheet S2.2, detail 6/S4.0: Verify the size of the columns @ gridlines 5 & 5.5, HSS6x4 or HSS6x6. 12. Detail 11/S4.0: Verify the reference detail 11/S7.0. Cannot find this detail. 13. Detail 2/S2.3: Verify the reference detail 19/S5.1 near gridline 5.5. Cannot find this detail. 14. Detail 1/S2.3: Verify the reference detail 12/S6.0 between gridlines 4.5 & 4.8. Cannot find this detail. 15. Detail 5/S5.1: Verify the reference detail 11/S7.0. Cannot find this detail. 16. Detail 1/S2.4: Submit sheets S5.1 & S5.2. These two sheets are missing from the set of the plans submitted for review. 17. The structural framing @ entrance is designed by ETABS program. Provide diagrams showing joint number & member label used in the computer design. 18. Provide output of the design by ETABS program showing member sizes, code analysis... etc. City of Wheat Ridge Commercial Sign PERMIT - 201900859 piy ,yi PERMIT NO: 201900859 ISSUED: 05/02/2019 JOB ADDRESS: 3600 Youngfield St Suite 140 EXPIRES: 05/01/2020 JOB DESCRIPTION: Install 1 set of channel letters on wall; install 1 blade sign under canopy near entrance; install new tenant temporary panel on existing pole sign *** CONTACTS *** OWNER (303)300-5353 US RETAIL PARTNERS LLC SUB (303)292-1882 Lisa & Tyler Croston 020472 Custom Lighted Signs *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: B / Business SUBDIVISION CODE: 320 / Discount Stores/Big Boxes/Supe BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Plan Review Fee 184.31 Use Tax 315.00 Permit Fee 283.55 ** TOTAL ** 782.86 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Temporary sign must be removed once the 301 monument sign is constructed. City of Wheat Ridge Commercial Sign PERMIT - 201900859 PERMIT NO: 201900859 ISSUED: 05/02/2019 JOB ADDRESS: 3600 Youngfield St Suite 140 EXPIRES: 05/01/2020 JOB DESCRIPTION: Install 1 set of channel letters on wall; install 1 blade sign under canopy near entrance; install new tenant temporary panel on existing pole sign I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, a d all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of th rtY and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further s I am legally authorized to include all entities named within this document as parties to the work to be performed and that ork o b� gertOrn�losed in this document and/or its' accompanying approved plans and specifications. Signature of bWNERV or CONTRACTOR (Circle one) Date I _ This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and� �pprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat j�idge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 5 i 0 �_ I PlaMPermit # r C Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: `)V C C vY1cA 0A 0, Property Owner (please print): �Cno,y c 'J C_C +c rS Phone:.;Q?,-�C)C)--iO Property Owner Email: Tenant Name (Commercial Projects Only) Z; i C' r cck Property cOwner Mailing Address: (if different than property address) Address: U U t 'C C rr 0'4.0\ VICA �� Ck c L' City, State, Zip: &y—P_0_y-\'WQ C CA \) -\ � \ on c' W Arch itect/Enaineer: Arch itectlEngineer E-mail: Phone: Contractor Name: ��`�-�v`m �.� `� n �-C ( i C�V�j ; � _, L C City of Wheat Ridge License #: Phone: ';01- 01 CI h _�- -,�6 67 Contractor E-mail Address: (_U' , 0 r , 14- Ck S i fs 6, ) L(Q,hoo . (-OVy) For Plan Review Questions & Comments (please print): CONTACT NAME (please print): LAS C\ CUA tGY\ Phone: ? �3_ q q b _71 3 F-) CONTACT EMAIL(p/ease piint): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. ine-,-tckti U)I OF Cno nne,l c)n uv ick i n sia O C t� 0 cacti @ s'► g uncie� c �noP nec��r e -V1* rCXV) Ce �X"'"Q l © y Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (ONTRACTO or (AU ZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): �✓ �� DATE: Printed Name: 1—l�Cl ( 'fu'N o"") ZONING COMMMENTS: zy�Itky+, PCD Reviewer:2T 614 BUILDING DEPARTMEN COMM NTS: Reviewer: S/2/ca PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: a_ 0 Building Division Valuation: AS�Qz Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: ' 0Q) y)!� Contractor: CUXS-\Z>M L:Q1� QCAS;c, ALL You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - A �v- .0 2 feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage - Wall 2 allowable signage - Wall 3 allowable signage- Site Plan square feet square feet square feet 8480 East Orchard Road P 303 300 5300 Suite 6900 F 303 691 6905 Greenwood Village, CO 80111 RegencyCenters.com Regency �y April 25, 2019 The TJX Companies, Inc. 770 Cochituate Road Framingham, Massachusetts 01701 Attn: Vice President -Real Estate Re: Sierra Trading Post Applewood Village Signage Approval Dear Sierra Trading Post, Regency Centers has reviewed the signage specifications prepared by Signs and Services on April 17t', 2019 for Sierra Trading post, INC The sign design is approved subject to: 1. Tenant is responsible to obtain all permits and approvals from the governing authority. 2. Please install this sign from 6am-9am, if the road will be blocked. 3. This approval applies only to the attached signage submitted by Tenant. Any additional signage on the building, window signage or decals on the glass is subject to review and approval by Landlord prior to installation. 4. Tenant is responsible to obtain all permits and approvals from the governing authority. Any comments or revisions required by governing authority shall be resubmitted to Landlord for review. This review has been made only to confirm compliance with the Landlord's minimum specifications for tenant signage under the terms of the Lease Agreement. The Landlord assumes no responsibility in design, constructability, means, methods or conformance to specific tenant requirements. The Landlord is not responsible for the verification of dimensions or compliance with City regulations and ordinances. Compliance with all comments herein is mandatory, with the understanding that any variance thereof is an acceptance of liability. If you have any questions, please contact me at 303.300.5353. Sincerely, Michael Reisch SAdataSIGN\2018 PROJECT LOG\18342\Art Department\Design\Conceptual Design\18342 r4 SIERRA Wheat Ridge, CO.cdr REV 4: 04-17-2019 / RS / Make Correction to Color Callout for Channel Logo Face on Page 4 to WHITE ACRYLIC (No Orange Vinyl) SIGNS & SERVICES DESIGN -FABRICATION - INSTALLATION -SERVICE phone: 1.800.743.6942 www.signsandservicesco.com This is an Original Unpublished Design created by Signs & Services Company. It is subject to Copyright Laws. It is not to be shown or exhibited to anyone out- side of your Organization. Reproduction / Construction of Displays based on this Design could result in Legal Action. Project Name: Sierra All Construction shall comply with Project Address: 32nd Ave & 170 Wheat Ridge, CO 80033 Representative:I Customer Approval: House Account �V `-�7- City Of COMMUN'7 hca f V�� APPROVED Review for Code Compliance Plan E aminer Date Natidity of permil: The issuance of a permit a approrat oJp/ans spec and computations shaft not be a pernut �troro /br or on opprovd of, ony valobon to any of the proels-u of Me burbling code or of any Cky ardinartces. permits pre ---g to give authority to vloiate or Cancel the provwans of the adAft codes or WW ""aft" of Me ofyshall not be r Designer's Name: Design Date: Revision Date: Project No: /� Randy Scheffer 01-08-2019 r1: 02-20-2019 RS 8342 r4 r2: 02-26-2019 RS quote No: $DODO r3: 04-10-2019 RS r4: 04-17-2019 RS Work Order No: 183421 CERTIFIED Page: 0 NON -ILLUMINATED UNDER -CANOPY SIGN FACE -ILLUMINATED CHANNEL LETTERS EXTERNALLY -ILLUMINATED EXISTING D/F PYLON SIGN I I I I I I I ( I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I Representative: Customer Approval: Designer's Name: Design Date: PROPOSED w o o SIGNS & SERVI(-- -' EXISTING EXISTING SHOP EXISTING PETSMAR cn o w House Account 3000sf KING SOOPERS HOBBY LOBBY o p _, B 25,050st 71,074sf CL ax aa.ccoil r2: 02-26-2019 RS NOT A PART I I I I / III �aYy. I I I I STOMMATER NOT A 1 1 0 U w o I I I I DETeflM PART �II to o It�l OD � 5 N� 0-8 ° UiIIUL.0 6 LL1 KIN ExisrNG a �_it J III °'.� o o � I W w,s2r�f� ENrE�RS o III ? 0 III -4 b i o 0 onC >, (lllllllllllilllllllllll - I o°,_'°'a� �lJ t a U EXISTING r SHOPS 14,8006f e EXISTING APPLEJACK WINE &SPIRITS 37,315sf r EXISTING SHOPS 14,06110 IIl 00�°�c�i II II[ 32x2-5 � c� t1, s•. Q, . 5 X. i a, TA CK IIII a V IIII a - ctXiwrs III OA � W I -� iII11N, > OC w YOUNGFELD STREET < m p U ----------------- ---------------------- 11111 — —INTERSTATE I -TO 1 -------------------------------- Ili II 0' 80' 160' SITE PLAN / SIGN LOCATION MAP This is an Original unpublished Design created by Signs & Services Company - Project Name: Project Address: Representative: Customer Approval: Designer's Name: Design Date: Revision Date: Project No: �� M• SIGNS & SERVI(-- -' 111, Itis subject to Copyright Laws. It is not Sierra 32nd Ave & 170 Wheat Ridge, CO 80033 House Account Randy Scheffer 01-08-2019 ri: 02-20-2019 RS to be shown or exhibited to anyone out. r2: 02-26-2019 RS Quote No: $DODO DESIGN • FABRICATION • INSTALLATION - SFRv',t: E side of your Organization. Reproduction r3: 04-10-2019 RS phone: 1.800.743.6942 / Construction of Displays based on this r4: 04-17-2019 RS Work Order No: 18342.X www.signsandservicesco.com Design could result in Legal Action, a 0 C? cr- 92'-5" Overall Stnrefrnnt Lannth 1 l STOREFRONT ELEVATION / SIGN A / CENTER -INSTALLED ON WOOD -LOOK CEMENT CEDAR VINTAGEWOOD PLANKS SCALE: 3/32" = V-0" 23'-6 3/4" Overall Sign Length 1. 4'-7 5/8" 17 3/4" 17'-5" CODE CHECK 1.0 SQ. FT. OF SIGNAGE ALLOWED PER 1.0 FOOT OF BLDG FRONTAGE 1.0 SQ. FT. (x) 92.415 FT. = 92.4 SQUARE FEET J a 1114 IF t 110 W N W Nichiha Fiber Cement Board Vintagewood Cedar Wood -Look Wall System (By Other) ACRYLIC PLASTIC #7328 White 3/16" Thick Translucent LED LIGHTS White Internal Illumination TRIMCAP White trimcap (LOGO) 2 FRONT VIEW / SIGN A / MANUFACTURE & INSTALL FACE -LIGHTING CHANNEL LETTERS SQUARE FOOTAGE: 76.50 SQ. FT. COLOR SPECIFICATIONS 3 QUANTITY: ONE (1) Scale: NTS a This is an Original Unpublished Design Project Name: Project Address: by Signs & Services Company. Representative: Customer Approval: Designer's Name: Design Date: Revision Date: f'� Mcreated Project No: 18342 It is subject to Copyright Laws. It is not Sierra 32nd Ave & 170 SIGNS & SERVICES House Account Randy Scheffer 01-08-2019 ri: 02.20-2019 RS 3 L to be shown or exhibited to anyone out- Wheat Ridge, CO 80033 DESIGN - FABRICATION• INSTALLATION• SERVICE side of your Organization. Reproduction r2: 02-26-2019 RS r3: 04-10-2019 RS Quote No: 80000 phone: 1.800.743.6942 / Construction of Displays based on this www.signsandservicesco.com Design could result in Legal Action. r4: 04-17-2019 RS Work Order No: 1183421 RETURNS Autumn Brown (Satin Finish) (LOGO) ALUM RETURNS Autumn Brown Bronze Alum Coil --(LETTERS) 4 -at Riiic ,9 rPage:' 03 P ELE( CY, LISTE COMPON 2" SPACERS 1" TRIMCAP 5" DEEP .040 THICK ALUMINUM CHANNEL LETTER RETURNS TRIMCAP HELD BY WASHER HEAD SCREWS PAINTED TO MATCH TRIMCAP COLORATION WALL ATTACHMENTS AS REQUIRED: FOUR (4) LAG BOLTS WITH 2" LONG ROUND ALUMINUM SPACERS (PTM) (MINIMUM FOUR (4) PER LETTER) .063 THICK ALUMINUM CHANNEL LETTER -BACKS WALL SURFACE J -BOX WITH POWER DISCONNECT SWITCH LED MATRIX LED LIGHTS 3/16" THICK PLEXIGLAS LETTER -FACES AS REQUIRED REMOTE POWER SUPPLY IN METAL RECEPTICLE SLOAN COMPACT 60 WATT 1/2" DIAMETER HOLLOW ACRYLIC PASS-THRU WALL TO TRANSFORMER & ELECTRICAL POWER SUPPLY WALL ATTACHMENTS AS REQUIRED: FOUR (4) LAG BOLTS WITH 2" LONG ROUND ALUMINUM SPACERS (PTM) (MINIMUM FOUR (4) PER LETTER) TRIMCAP HELD BY WASHER HEAD SCREWS PAINTED TO MATCH TRIMCAP COLORATION WEEP HOLES @ BOTTOM w/ LIGHT SHIELD END SECTION VIEW / SIGN A / CONSTRUCTION & ATTACHMENT DETAIL SCALE: NTS SIGNS & SERVICE"' DESIGN -FABRICATION -INSTALLATION -SERVICE phone: 1.800.743.6942 www.signsandservicesco.com This is an Original Unpublished Design created by Signs & Services Company. It is subject to Copyright Laws. It is not to be shown or exhibited to anyone out- side of your Organization. Reproduction / Construction of Displays based on this Design could result in Legal Action. Project Name: Project Address: Representative: Customer Approval Sierra 32nd Ave & 170 James Clark Wheat Ridge, CO 80033 Primary Wall Sign (Fabrication Details) GRAPHICAL VIEW / SIGN A / CONSTRUCTION SPECIFICATIONS / SCOPE OF WORK SCALE: NTS Faces To Be: IN Rated, UL Listed Approved White Translucent Plastic Faces Logo Face Color Details: 3/16" Thick #7328 White Translucent Acrylic Plastic Logo Face Letters Face Color: 3/16" Thick #7328 White Translucent Acrylic Plastic Letter Faces Letters Backs: .063" Aluminum Returns: .040" Aluminum Letter Return painted to match Autumn Brown Trimcap: 1" Wide White LED Modules: Sloan White LED Internal Lighting Modules Attachment Hardware: #10 Lag Screws & Shields (Minimum Four (4) Per Letter) Reviewed for zoning Complionce by the �► , City of Wheat Ridge Planning Division APPROVES K, LED LIGHTS ACRYLIC PLASTIC TRIMCAP White #7328 White White trimcap Internal 3/16" Thick (LOGO) Illumination Translucent COLOR SPECIFICATIONS Scale: NTS Designer's Name: I Design Date: I Revision Date: Randy Scheffer 01-08-2019 r1: 02-20-2019 RS r2: 02-26-2019 RS r3: 04-10-2019 RS r4: 04-17-2019 RS BY: DATE: rj [, COMMENTS: ALUM RETURNS Autumn Brown Bronze Alum Coil (LETTERS) RETURNS Autumn Brown (Satin Finish) (LOG C�yOf ��eatA. Project No: 18342 M Quote No: 80000 work Order No: 183421 Page: 04 STOREFRONT ELEVATION / END VIEW OF SIGN B @ ENTRANCE / NON -ILLUMINATED UNDER -CANOPY SIGN SCALE: 3/32" = 1'-0" CENTER-INTSALL UNDER -CANOPY SIGN FRONT -TO -BACK ON CANOPY -BOTTOM o� M N T- I In „ 4 1/4" Thick Aluminum Mounting Plates with „ 4 Four (4) 1/4" Diameter Bolts Through Ceiling Rafters with Washers & Nuts Snugged Down 1 1/ 2" Across 2" (x) 2" Angle Runners Two (2) 1 1/2° n ki o Plates with Four (4) Bolts EA. 1 1-4 Crawl Space Above Soffit Studs / Rafters Stucco Over Stud Soffit System Miter Corners um U -Channel 'ame Structure lick Acrylic Plastic with Bronze Finish A BRAND Cedar Wood -Look Fiber -Cement Panels FRONT & END VIEWS / SIGN B / MFR & INSTALL NON -ILLUMINATED D/F UNDER -CANOPY SIGN SCALE: 1 1/2" = 1'-0" SIGNS & SERVICES DESIGN • FABRICATION -INSTALLATION • SERVICE phone: 1.800.743.6942 www.signsandservicesco.com This is an Original Unpublished Design created by Signs & Services Company. It is subject to Copyright Laws. It is not to be shown or exhibited to anyone out- side of your Organization. Reproduction / Construction of Displays based on this Design could result in Legal Action. Project Name: Project Address: Sierra 32nd Ave & 170 Wheat Ridge, CO 80033 WK CD Revievvecl For City of VvTeat Rio17L. ,Pl,uurirlb APPROVED t./r cnvth0Dk4_5 If3 BY: DATE: 2 COMMENTS: 4" 11/2 „ PLATE DETAIL Spacers 3/8" 3/8" Spacers 1/4" 1/4" N r Cl) T 117 M ( SQUARE FOOTAGE: 2.5 SQ. FT. QUANTITY: ONE (1) Representative: I Customer Approval: House Account COLOR SPECIFICATIONS: SIGN FACES: NICHIHA BRAND Vintage Cedar Wood -Look Fiber -Cement Panels (Slide into Sign Frame) SIGN FRAME: 1 " (x) 3" U -Channel Picture Frame with Mitered Corners & 1 Edge Made Removable Using SSCS Screws Painted T/M Frame. INTERNAL STRUCTURE: To have 1" (x) 1" Angle Aluminum Creating Gap for Wood -Look Panels to Slide -In LETTERS: 1/4" Thick Acrylic Plastic Painted T/M Frame SUPPORTS & MOUNTING PLATES: Painted T/M Frame PAINT COLOR T/M: Matthews Paint Color MP 40366 Scott Bronze Metallic LRV 5 (Satin Finish) Fandeck 2 / Color Swatch 38 from MPC Spectrum of Color/ Color Swatch Fandecks Verify if Color is Acceptable to Landlord 1" 1/4" 1/4" 3" U -Channel 1" U -Channel END & INTERNAL VIEWS / SIGN B / NON -ILLUMINATED D/F UNDER -Cl \,7J SCALE: 1 1/2" = 1'4' Designer's Name: Design Date: Revision Date: Randy Scheffer 01-08-2019 ri: 02-20-2019 RS r2: 02-26-2019 RS r3: 04-10-2019 RS r4: 04-17-2019 RS Project No: 18342 M Quote No: 80000 work Order No: 183421 Page: 05 FRONT VIEW / SIGN C / DOUBLE -SIDED EXISTING PYLON / TENANT PANELS SCALE: 11/2" = 1'4' /" -7 n/A„ AI..—:_..— f1__ -I 1 -.- Reviewed for Zoning Compliance by the 4 City of Wheat Ridge Planning Division APPROVED -1 cl"tr?ti'" is BY: ZT MIM COMMENTS: `T" "ILK v��vlf1 Vt' zr Fhti�� 3 0 r 5 `t� vt i� Cpkgt�tcct� i i 6'-5 ate" B E A U T Y 20'-0" t 6'-7 314" 1011"1111i,"SIERRA e 6'-10 719" -ia w 0 D 1: FRONT VIEW / SIGN C / EXISTING SIGN DIMENSIONS & NEW SIGN PANEL INSTALLATION LOCATION ON SIGN CABINETS SCALE: 11/2" = 1'4' "°" T" -'c Aluminum Sign Face Panel �U�1� 7 (�1 " t/ No Return -Edge Lip) �n� _ U 7 �`�;�j td�� unk Screwed onto Existing I` L P2 SC j l it Internal Tenant Framing (Verify with Surveyor) X�p� r6� �' G � �� - f -�f�� /� ci o be Opaque I e A hk1D0& 0 A (TEIL 3b r f14'6"0 t � S Y Film Applied �� i irface of Sign Face (NO ROUTING) �bN-�rd f;) C 1f'I 6L� It 6 t C `/ - 3M APPLIED VINYL FILM V1 3M 3630-74 KUMQUAT ORANGE VINYL FILM (1st SURFACE) MATTHEWS PAINT P1 MATTHEWS WHITE POLYURATHANE ENAMEL (SATIN) LLQ K; O,y, 3 FRONT VIEW / SIGN C / REPLACE TENANT PANELS FOR EXISTING D/F PYLON SIGNTENANT PANELS SQ. FOOTAGE :19.93 SQ. FT. EACH 4 COLOR SPECS / SIGN C 00 O, 5 SCALE: 11/2" = 1'4' QTY: TWO (2) PANELS TOTAL 5 SCALE: N.T.S. SO n This is an Original Unpublished Design Project Name: Project Address: Representative: • created by Signs & Services Company. Customer Approval: Designer's Name: Design Date: Revision Date: Project No: 18342 r4 Page: 06 SIGNS &SERVICES It is subject to Copyright Laws. It is not Sierra 32nd Ave & 170 House Account Wheat Randy Scheffer 01-08-2019 ri: 02-20-2019 RS to be shown or exhibited to anyone out- Ridge, CO 80033 r2: 02-26-2019 RS quote No: $DODO DESIGN - FABRICATION - INSTALLATION •SERVICE side of your Organization. Reproduction r3: 04-10-2019 RS phone: 1.800.743.6942 / Construction of Displays based on this r4: 04-17-2019 RS Work Order No: 18342.X www.signsandservicesco.com Design could result in Legal Action.