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HomeMy WebLinkAbout12200 W. 38th Avenuei 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: �; 'l'l'�%' I E^ ) ❑ No one available for inspection: Tar -me,, ANS;/PM9 } Re -Inspection required: Yes,` No j When corrections have been made, call for re -inspection at 303 -234 - Date: C` � r tip` t Inspector.%1P'1 �. s 6 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 201901531 PERMIT NO: 201901531 ISSUED: 07/25/2019 JOB ADDRESS: 12200 W 38th Ave EXPIRES: 07/24/2020 JOB DIESCRIPTION: Commercial 15 feet spot repair on sewer line in parking lot. Install dual sweep cleanouts. *** CONTACTS *** OWNER GLORY TO GOD LUTHERAN CHURCH SUB (303)856-7476 JACOB WAKEHAM 140058 DIG BOSS LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,546.00 FEES Total Valuation 0.00 Use Tax 116.47 Permit Fee 140.90 ** TOTAL ** 257.37 *** COMMENTS *** *** CONDITIONS *** COMMERCIAL FLAT ROOFS: In order to pass a final inspection on commercial elastomeric or similar type roofing, a WARRANTY LETTER from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. f City of Wheat Ridge � r Commercial Roofing PERMIT - 201901531 PERMIT NO: 201901531 ISSUED: 07/25/2019 JOB ADDRESS: 12200 W 38th Ave EXPIRES: 07/24/2020 JOB DESCRIPTION: Commercial 15 feet spot repair on sewer line in parking lot. Install dual sweep cleanouts. 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 ermit. I further attest that I am le ally authorized to include alI entities named within this document as parties to the work to be performed and that%all/Jwork to be rmed is disclosed in this document and//]or its'1ac�jcompanying approved plans and specifications. Signature of OWNER or CONTnCTOR (Circle one) Date 1. This permit was issued based on thdinformation 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 originalermit 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 changeof 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, anj violation of any provision of any appl�ble code or airordinance 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 W heat I-�idge- COMMUN1Ty 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: Perm its(@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # C�-o/i6/5S 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: 1 00 W 3SA Propertv Owner Property Owner Email: Tenant Name (Commercial Projects Only) v/( Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Contractor Name: J i! Phone: Phone: /t/ 00 52 Phone: City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 9�vfco_' Phone: 7Z - 56p6-- 504 CONTACT EMAIL(p/ease print): ji'e,/ocmanq 4ff.U.fJ.6 JIV 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 # 0 Complete all highlighted fields, if applicable. COMMERCIAL F-1 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. FULF 4 WCJ�r Of) 1h- !_ r /^�si�a l I sW G�P�a� L9W J 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (COAi04CT R) or ( UT OR/ZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: �r)a 1 / & a 4'VVII DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: 70Z CARLISLE W-00 �✓ 3��G, rJ'' `► GOLDEN SEAL TOTAL ROOFING SYSTEM WARRANTY SERIAL NO. 10175039 969 BUILDING OWNER: GLORY OF GOD LUTHERAN CHURCH NAME OF BUILDING: GLORY OF GOD LUTHERAN CHURCH BUILDING ADDRESS: 12200 W 38TH AVE, WHEAT RIDGE, CO DATE OF COMPLETION OF THE CARLISLE TOTAL ROOFING SYSTEM: 01/04/2019 DATE OF ACCEPTANCE BY CARLISLE: 01/09/2019 (EB Warranty) DATE OF ISSUE: January 09, 2019 CMD1259473 Carlisle Roofing Systems, Inc., (Carlisle) warrants to the Building Owner (Owner) of the above described building, that; subject to the terms, conditions, and limitations stated in this warranty, Carlisle will repair any leak in the Carlisle Golden Seal'"Total Roofing System (Carlisle Total Roofing System) installed by a Carlisle Authorized Roofing applicator for a period of 15 years commencing with the date of Carlisle's acceptance of the Carlisle Total Roofing System installation. However, in no event shall Carlisle's obligations extend beyond 15.5 years subsequent to the date of substantial completion of the Carlisle Total Roofing System. See below for exact date of warranty expiration. The Carlisle Total Roofing System is defined as the following Carlisle brand materials: Membrane, Flashings, Adhesives and Sealants, Insulation, Cover Boards, Fasteners, Fastener Plates, Fastening Bars, Insulation Adhesives, and any other Carlisle brand products utilized in this installation. TERMS, CONDITIONS, LIMITATIONS 1. Owner shall provide Carlisle with written notice via letter, fax or email within thirty (30) days of the discovery of any leak in the Carlisle Total Roofing System. Owner should send written notice of a leak to Carlisle's Warranty Services Department at the address set forth at the bottom of this warranty. By so notifying Carlisle, the Owner authorizes Carlisle or its designee to investigate the cause of the leak. Should the investigation reveal the cause of the leak to be outside the scope of this Warranty, investigation and repair costs for this service shall be paid by the Owner. 2. If, upon inspection, Carlisle determines that the leak is caused by a defect in the Carlisle Total Roofing System's materials, or workmanship of the Carlisle Authorized Roofing Applicator in installing the same, Owner's remedies and Carlisle's liability shall be limited to Carlisle's repair of the leak. 3. This warranty shall not be applicable if, upon Carlisle's inspection, Carlisle determines that any of the following has occurred: (a) The Carlisle Total Roofing System is damaged by natural disasters, including, but not limited to, lightning, fire, insect infestations, earthquake, tomado, hail, hurricanes, and winds of (3 second) peak gust speeds of fifty-five mph or higher measured at 10 meters above ground; or (b) Loss of integrity of the building envelope and, or structure including, but not limited to partial or complete loss of roof decking, wall siding, windows, doors or other envelope components or from roof damage by wind-blown objects, or: (c) The Carlisle Total Roofing System is damaged by any intentional or negligent acts, accidents, misuse, abuse, vandalism, civil disobedience, or the like. (d) Deterioration or failure of building components, including, but not limited to, the roof substrate, walls, mortar, HVAC units, non -Carlisle brand metal work, etc., occurs and causes a leak, or otherwise damages the Carlisle Total Roofing System; or (e) Acids, oils, harmful chemicals and the like come in contact with the Carlisle Total Roofing System and cause a leak, or otherwise damage the Carlisle Total Roofing System. (t) The Carlisle Total Roofing System encounters leaks or is otherwise damaged by condensation resulting from any condition within the building that may generate moisture. 4. This Warranty shall be null and void if any of the following shall occur: (a) If, after installation of the Carlisle Total Roofing System by a Carlisle Authorized Roofing Applicator there are any alterations or repairs made on or through the roof or objects such as, but not limited to, structures, fixtures, solar panels, wind turbines, roof gardens or utilities are placed upon or attached to the roof without first obtaining written authorization from Carlisle, or (b) Failure by the Owner to use reasonable care in maintaining the roof, said maintenance to include, but not be limited to, those items listed on Carlisle's Care & Maintenance Information sheet which accompanies this Warranty. 5. Only Carlisle brand insulation products are covered by this warranty. Carlisle specifically disclaims liability, under any theory of law, for damages sustained by or caused by non -Carlisle brand insulation products. 6. During the term of this Warranty, Carlisle shall have free access to the roof during regular business hours. 7. Carlisle shall have no obligation under this Warranty while any bills for installation, supplies, service, and warranty charges have not been paid in full to the Carlisle Authorized Roofing Applicator, Carlisle, or material suppliers. 8. Carlisle's failure at any time to enforce any of the terms or conditions stated herein shall not be construed to be a waiver of such provision. 9. Carlisle shall not be responsible for the cleaniness or discoloration of Carlisle Total Roofing System caused by environmental conditions including, but not limited to, dirt, pollutants or biological agents. 10. Carlisle shall have no liability under any theory of law for any claims, repairs, restoration, or other damages including, but not limited to, consequential or incidental damages relating, directly or indirectly, to the presence of any irritants, contaminants, vapors, fumes, molds, fungi, bacteria, spores, mycotoxins, or the like in the building or in the air, land, or water serving the building. 11. This warranty shall be transferable upon a change in ownership of the building when the owner has completed certain procedures including a transfer fee and an inspection of the Roofing System by a Carlisle representative. CARLISLE DOES NOT WARRANT PRODUCTS UTILIZED IN THIS INSTALLATION WHICH IT HAS NOT FURNISHED; AND SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUT OF THE INSTALLATION AND PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY CARLISLE OR THE PRIOR EXISTING ROOFING MATERIAL OVER WHICH THE CARLISLE ROOFING SYSTEM HAS BEEN INSTALLED. THE REMEDIES STATED HEREIN ARE THE SOLE AND EXCLUSIVE REMEDIES FOR FAILURE OF THE CARLISLE TOTAL ROOFING SYSTEM OR ITS COMPONENTS. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND MERCHANTABILITY, WHICH EXTEND BEYOND THE FACE HEREOF. CARLISLE SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGE TO THE BUILDING OR ITS CONTENTS UNDER ANY THEORY OF LAW. '21 BY: Mark J. Long AUTHORIZED SIGNATURE TITLE: Director, Technical and Warranty Services This Warranty Expires: January 08, 2034 P.D Box 7000 Carlisle, PA 17013 Phone. 600.233.0551 I ax 717.245.7121 www.carlislesyntec.com F0001 (3118) A 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: 'L ,-- C \ �,-c ; C "- Job Address: I _-� 0 �__) 'ted� � � . � L Permit Number: ='fO i U1 ❑ No one available for inspection: Time f AM/PM Re -Inspection required: Yes; Nb When corrections have been made, call for re -inspection at 303-234-5933 �c Date: 1 t Inspector: DO NOT REMOVE THIS NOTICE F i 1 ❑ No one available for inspection: Time f AM/PM Re -Inspection required: Yes; Nb When corrections have been made, call for re -inspection at 303-234-5933 �c Date: 1 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 Inspection Type: 806-!t, ,d rvo Job Address: 17 L GAO 4-101 Permit Number: 2 Cif 6(,12_'-12 Lj ❑ No one available for inspection: Time :,J AI4>PM ) Re -Inspection required: Yes � lor` When corrections have been made, call for re -inspection at 303-234-5933 Date: �� % �� Inspector: Nris Lovel DO NOT REMOVE THIS NOTICE City of Wheat Ridge y� Commercial Roofing PERMIT - 201802424 PERMIT NO: 201802424 ISSUED: 09/04/2018 JOB ADDRESS: 12200 W 38th Ave EXPIRES: 09/04/2019 JOB DESCRIPTION: Reroof with new insulation, new dens deck, install sheet metal and coping cap, install 30 year dimensional asphalt shingles; 3/12 & 4/12 pitch; 20 squares shingles, 16 squares metal roof, 140 squares flat roof; 170 sqs total *** CONTACTS *** OWNER (303)886-6442 GLORY OF GOD LUTHERAN CHURCH SUB (303)443-5843 Rami Zarifa 018891 B&M Roofing of Colorado *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 501 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 383,155.00 FEES Total Valuation 0.00 Use Tax 8,046.26 Permit Fee 2,963.85 ** TOTAL ** 11,010.11 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. City of Wheat Ridge Commercial Roofing PERMIT - 201802424 PERMIT NO: 201802424 ISSUED: 09/04/2018 JOB ADDRESS: 12200 W 38th Ave EXPIRES: 09/04/2019 JOB DESCRIPTION: Reroof with new insulation, new dens deck, install sheet metal cap, install 30 year dimensional asphalt shingles; 3/12 & 4/12 squares shingles, 16 squares metal roof, 140 squares flat roof; total and coping pitch; 20 170 sqs 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 thisyermrt. 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 t t all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signahis t;�P_O_W�R or CONTRACTOR (Circle one) Date I. Tmit 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, 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 ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. /? , P - - Signature of gf cialao" Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ' City of Wheat f d COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits _ci.wheatridge.co.us /�zos(p I FOR OFFICE USE ONLY I Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: `p�o?DO lt/GST 38 7' Property Owner (please print): C ZCW OF CLOD 6U77t5te nJC&,4gg /f Phone: 3o3- 88& _ G ff�L Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: Citv, State. Ziq: Architect/Engineer: AAA Architect/Engineer E-mail: Phone: Contractor: B t -/Yl &A`1AIDF COLOR'" D, , ;L(e, rrt Al City of Wheat Ridge License #: 0119 q / Phone: 363 -VV_?'.58513 Contractor E-mail Address:_ __ %iZRr 1 i4e4 G? bml-oa -10,'A9. ev,-n For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 9AM I 2"%V F11 Phone: 303-loVI 2517 CONTACT EMAIL(p/ease print): _ra r ;[a IP 10 Y r0C 4;n q - corm Sub Contractors (Must provide Wheat Ridge License No.): 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 # &OMMERCIAL ❑ RESIDENTIAL 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. ,goofs (laws o-41 - -:7557 ,( A/Cklle-LS /DOLE' /S.0 X211 i d &vsx4+-T� 14r=;W- VZC Lo12- "010 L.G 010 P6<44J iwsntz(- %L" btvvs DeC4 �cthEVE cl.../Ss /a .46pf dou'oe,,� �-r✓f�9z� NEw �h�T /��nrz. �G+�H,NG # Co�iyG c'A� .mss nfte Aieiv A AP,)4 �h'h�IYts 1. 1Q �Gj� Sl,;rgql� �6 S , y,�eia,f t'�t� s fI0.�> Commercial'Projectsbnly� Occupancy Type: Construction Type: Sq. FULF BTUs Amps Squares 170 Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 3e3- 15.,S- OWNER/CONTRACTOR ss 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) CONTRALTO r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: AM., Zi?&>ci4 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: FOR OFFICEUSE ONLY City of tate; 9 Wh6at -d le Building & Inspecdon Services Division �Zw 44 7500 W. 29rh Ave., Wheat midge, CO 8W33 Office: 303-235-2555 * Fax: 303-237-39299 Pian Rov Inspection Line: 303-234-5933 Building r ` it Application Property it blit Address: (if different than property address) Address: Cit State, Zi AMhft91&nWnw. � j /A ArchitectfEnginear E-mail.- -------- Contractor. -.,-14 Contractors City License Contractor ail ilr: Sub cart Electrical: A11.4 Plumbing: � Mechanical: W. . City License #W.R. City License # W.R.City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License Ccs pl+ete all information on BOTHsides of this form k k ♦ Yi 1! � • M Y4...w � • � k • �" 1.. ilia • k iM M k Mw � M Wb k M �' ' 6 :� • •» ". • • Y:„. t, :. • li:::. 0• • ':# a iS IF "" ib "• �#.. i8 : �. '.. ! .� ::. amount of materials to be used, etc.} e, aee' sc Sq. FULF Btu's Gallons Amps Squares Other r;M, FUNT11M IM: .......... III I III MMII I 1 $11 1�1111111l I 50,001 1,000 + 190 Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. Check here if the sign is existing and you are replacing a cabinet or face with the same size ZC cabinet or face. m TekStar i a Cabinet Color Bl 4ffROVED Face {alt".white Lias Color: White, Electronic message may not change sooner than every 15 seconds, Message may not roll, scroll, flash or b rrlrttatec1. OVER HI f 1 4 1t� 5 I 1 1 4" M® 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: /oe,)o klm- 3 /Jve-- Permit Number: Dot/ /22 ySlyOf//LPJ� i0 _25G d r J Y� iiK/3hra JA ❑ No one I available for inspection: Time 1- Z412 AM(!!M oc Re- Inspection required: a No VDU C; ` When corrections have been made, call for re- inspection at 303- 234 -5933 1 . Date: i7, -o9 Inspector: %vy ` DO NOT REMOVE THIS NOTICE LMAA lT7IIST RF. 1 1S �3iV�" f IVIt EAI��RTF4.` #N �AriF�F'()R TTT.CPR('TTnN TWF PC)T.T.nWTTT(] WTRTTTW4S' T)LV ��" Wh�atl�dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Property Owner (please print): Mailing Address: (if different than property address) Address: Date. ' Z ( E l i . , Plan# Permit # l Cj J fao33 City, State, Zip: �" Nu-m r' ' o,11. 8 Ef'o : v a. , r_ aVe Contractors City License #: 1 0 1 Electrical: City License # Phone: Plumbing: Mechanical: City License # City License # 1 pp'� ontractValue �� �re0 5AY CIt (%Y�d "�TGI` t�ew i cxJl�re e c5�t i� � 1�Q ve rv.Qri1 . ��e' - 5 ?r�f�2 l cT �crc- s4"A� k a✓ a4 Rev e Fee (due at time of submittal): Square: BTU's - Gallons_Amps SgFt.l[L2 $ fW'A 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 fist that entity on this application. CIRCLEONE: (OWNER) or '1 NER) (CONTRACTOR) (AUTHORIZED REPRESENTATWE) of(OWNER) (CONTRACTOR) PRINT NAME: I o- 1 fl u v r . S SIGNATURE: DATE: I s /1 o Bldg Valuation: YVE I n �c ti s ictiA Plan checker Wheat Department w4f AI-013- EWPILDINC, U" IAL DATE tit or approval of Plans, Specifications V of permit: The issuance of a ff if and computations shall not be a per for, oranawoval of, atvyvmabnto h p of the but 9 co lany olthe provisions of the bul do or of any City ordinancM violate or cancel the Provisions ofthe 4- p presuming to give autho 1 -1 Building codes or other ordi ces of the City $hall not be valid http://weblink.ci.wheatridge.co.us/weblink7/lmageDisplay.aspx?cache=yes&sessionkey I Page I of 1 U x " 4/16/2010 ♦ 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: Pf -e, ~j Job Address: ` , )30-lrr? (,tii, tt HriFr Permit Number: 9t11 n 0 K, ❑ No one available for inspection: Time AM: M Re-Inspection required: Yes ~ No 'When corrections have been made, call for re inspection at 303-234-5933 Date: r~r Inspector: DO NOT REMOVE THIS NOTICE INSPECTION RECORD OccupancylTVpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. Ail INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Mid - Roof Electrical Service v»�x © a 2� Stemwall / (CEG) Concrete Encased Ground -- Rough Plumbing ! i v Reinforcing or Monolithic - " " Gas Piping Weatherproof / French Drain Rough Mechanical - Sewer Service Lines Water Service Lines `INSPECTIONS FOR PLANNING S. ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.. POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR - ElectricaE round) "NOTE: ALL ITEMS MUST BE COMPLETED. AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE . A ' CERTIFICATE OF OCCUPANCY IS ISSUED.:FINAL INSPECTION By THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A C OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Plumbinround) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheat Electrical Lath / Wall tie Plumbing Mid - Roof Electrical Service v»�x © a 2� Rough Electric -- Rough Plumbing ! i v Roof - - " " Gas Piping Building Final Rough Mechanical - FINALS Electrical Plumbing Mechanical Roof - - " " n Y Building Final Fire Department R.O.W & Drainage `INSPECTIONS FOR PLANNING S. ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.. Parking & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED. AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE . A ' CERTIFICATE OF OCCUPANCY IS ISSUED.:FINAL INSPECTION By THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A C OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED ♦ i CITY OF WHEAT RIDGE Building Inspection Division I (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ~12aa r% Job Address: 1Tja) zl)PC1 ze'&If Permit Number: 11 69LV) 2 1-7 ❑ No one available for inspection: Time l AMM Re-Inspection required: Yes /o) 'When corrections have been made, call for re-inspection at 303-234-5933 Date: I - t) -64 Inspector: FV 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 Far INSPECTION NOTICE Inspection Type: Job Address: L~r,T 00 Permit Number: ❑ No one available for ins Re-Inspection required: l *When corrections have been r Date: 9, Ins D NOT R! ion: Time PG' AMM~ )'No r, call for re inspection at 303-2342933 or: )VE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Urn INSPECTION NOTICE Inspection Type: M7;II - ADn~ Job Address: 12200 Permit Number: Oq Ni 2 2 No one available for inspection: Time !2; ~/D AM6 Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: 12 -10-09 Inspector: 19y DO NOT REMOVE THIS NOTICE ~oF ""E9 R, City of Wheat Ridge Building Division °m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 °O<oria°° Inspection Line: 303-234-5933 Building Permit /Application 0- P-6 Z.22On A c JS~z y. Property Owner (please print): r-61, /6f ~ry d klj -kA, k C 1Ve,,k Pt Mailing Address: (if different than property address) Address: as A~ti~e Date: Plan Permit 2 City, State, Zip: C„gnfractor: , ~ Contractor License J1~8`Z' Q Phone: J'~~~/3 `y Su_ b Contractors; Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: 11 Construction Value: $ Use of space (description): CN 1 ' esc rtptton ork; (as calculated per the Building Valuation Data sheet) A ofw GGG+++ n ~atd r♦.i3pe54 O~ yS t ~p u r..c 5 8 U/` t- ja f ~o Zix 5ln t/ ylf,L.i y-~r0 -f Plan Review (due at time of submittal): $ -/VIGw I:i?DI~'t ~erzv dsp cF 2.n17 -7 -4.,=1< 6.40ti/-e5, _esbr/t nc wn,erl<YPw4f gD S Ft./L.Ft added: S uares`ry`' ` Sq. q ~ BTU's Gallons Amps I tar .SJ,a~/f5 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 the Wheat Ridge Building Code (I.B.C) and all other pplicable Wheat Ridge Ordinances, for work under this permit. Plans subject to fie d inspection. CIRLCE ONE:: (OWNER) (CONTRACTO or PERSONAL REPRES E of (OW CONT R) PRINT NAME: ✓ ( ox SIGNATURE: 4 ✓ Date: 7 B CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 080228 Issued: 03/14/08 Stipulations: Misc. plumbing work This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 12200 W 38TH AVE Parcel Number: 39-291-00-003 Owner: Glory of God Lutherna Church 12200 W. 38th Ave. Wheat Ridge, CO 80033 Contractor: Steve McLinden D & D Plumbing & Heating 8198 Webster St. Arvada, CO 80003 For the Following Purpose: Commercial Plumbing Coc]~Editions NO change shall be made in the USE of ~2003 ICC/2005 NEC this building without prior notice 2003 ICC/2002 NEC and a new Certificate of Completion 1997 UBC/2002 NEC from the City of Wheat Ridge. Sprinkler System Qaj- 'ef ilding Inspector Zoning Administrator CE IFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: A,VR,~,tjfv No one available for inspection: Time AM/PM Re-Inspection required: Yes No _ `*When corrections have been made, cal/ for re-inspection at 303-234-5933 ~ Date: ~,f✓Y.fo~' Inspector:~~,,~~ ~ DO NOT REMOVE THIS NOTICE ~ ~ City of Wheat Ridge Commercial Plumbing PERMIT - 080228 PERMIT NO: 080228 ISSUED: 03/13/2008 JOB ADDRESS: 12200 W 38TH AVE EXPIRES: 09/09/2008 DESCRIPTION: bypass U.G. gas leak; lateral serv. req. (elev pres); W.Heat CONTACTS . owner 303/421-2721 Glory of God Lutherna Church gc 303/916-3917 Steve McLinden . 07-0204 D& D Plumbing & Heating PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 3,800.00 FEES Permit Fee 126.50 Total Valuation •00 Use Tax 68.40 TOTAL 194.90 Comments: Subject to field inspection. 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 the WheazRidge Building Code(I.B.C) and all other applicable wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. -Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State o£ Colorado and to the Zoning Aegulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2.. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Huilding 0£ficial. 3. If this permit expires, a new permit may be acquired for a fee of one-hal£ the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor sha11 notify the Huilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pesmit for, nor an approval of, any v'olation of the provisions of the building codes or any other ordinance., law, rule or regulation. All plan re 'e is ubject to field inspections. Si9nature of ief uilding Official date INSPECTI REQUEST LINE: (303)234-5933 BUILDING OFFICE: .(303)235-2855 REQUESTS MUST BE MZ\DE 13Y3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. OccupancvlTV'ie > 'VINSPECTioN Lirve: (303) 234-5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DA7E INSPECTOft INi7iaLS COMMENTS: Footings/Caissons Stemwall /(CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines - .__.._.,...e~~.~,..,~.. CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO N OT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / W all tie Mid-Roof Electrical Service Rough Electric Rough Plumbing Gas Piping 3>Yl4 iLe TESTPiPi^~6 ~EW~ /Y k u~g~s Rough Mechanical ABOVE INSPECTIONS TO BE SIGNEU PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing 31N ~ ~ ~s^t~</H1~. Mechanical Roof Building Final -Fire Department R.O.W & Drainage START ALL ROUTING ONE WEEK PRIOR TO FINAL INSPECTIONS. 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M'" °~e r~, ~ ~ ' f r^ N 4~i 'd' ~t'a t~ P^~ ~ v- 'a° ~ ~ ' ' „ ~ ~ • , , ~ ~i ~ ' ' ~ ~ i J`,f I ! r' i ~ Il ~ ~ S 1 :i l Y ~ ~ ~ ~-m ..,--_«e-. ~ ; ~ ; ~ ~ ' ~ m._. . _ ; ; _.a~-~..e.,_.,.e~. e ! . ! I 3 ° . tr`~°t~ .,,f ~i ~ ~ , , ~ ~ : i ~ ~ ~ . < < i' :i ' ~ 4I i I fFf ~ , ' ^ i~ ~ .Y ~ I , :j ~ ' r% { ;y. , t~ i S ! 3 : f ~ ~ 1 i ! ~`~'r. I F I ~ ~ . 4 f t ~j ~ymG w~ ~ ~ 66 , a ~ s ' ,i ~ s ~ ~ j ~ ' ~ ' ; t°~'' t', ;i q~ ~ ~ ~ ~ ~ !i ~J 0. + ~ n ~ h Z ~ i, ~4 ~ ~ ~ ` ~ , ~ ! ~ ~a ~ ~ "s~,.. p i ; ~ t> : , ~ ~ , , ~ ` i , . _ '~1~~ } i ~ii r ~iilr~[6 ~ _ N r~. , , , , ~ r t ~ . ~ . > ~ ~ ~ ' ~ ~t _ , ~ . _ 's ~ z,F ,`a ~ t r I ~ ~ ~n,~ ~ ~ f i . 1 ~ _ ~ ~ ; , ~ ! (6 i i ~ [ I M c i ~ ~ ~ r; ~._.,r~ _ I Y * ~ j ; , r ~`,d$ ~ti.r I I ~ s . r... ~ ~ rc~,'e, ~u i ~ ' ygr,y~ } ~ ~ M1F ~ S'k 4, kl ~ 'tl~' R4. t, ~ i J3 " ~"a _ ( ~ . ~ ...e...~_ ` ' J : , . 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'i j j ; i I~! ! ~ ;i i s ; ~ ~ . i ~ _ _ 1 ~ ~ ~ ~ ~ , - ~ _~w..~___ , ~ ~ ~._a_._ ~ i ~ i i i I~ ~ ~ ~ ~ ~ i _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ; ! l ~ ~ ~ ~ ~ ;i i ~ ~ ~ ~ , ~ ( » ~ ~ 4~ ~ ~ 0 r~ ` I 4 ~ 1 II II - z ' ~ I ~ q, j ~ i € ~s=~ ~ i ~ , ~ ~ ~ I ~ ~ ~ I ~ ~ ~ 5~ ~ ; ~ . ~ t~,~. ~ , ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ I 6 M ili, F I ~ ~ ~ ~ (III,I~~,~ ij ' ! f ; ~ ; ; ; ~ i~ ~ ~ j { ~ } ( ~ q i ~ , ~ ~ ~ ~ ~i ; I ! ~ ~ ~ - ~ ~ i ~ ~ ~ ~ ~ , ~ 1 Fi ~ ; ~ , ~ , ; ~ , . I~ ~ ~ ~ ~ ~ ~ , . i w _ ~ i~ ~ ~ i b__ _ _ ~ ~ ~ ~ ' ~ ~ f °F ~ . ~ ~ i ~ ~ ~ ~j , ~ i i ii ~ ~ ~ ~ ~ ~ i ~ ~ > ~ ~ ~ ~ ' ~ I ~ 11~ ~ ; F n-~ a r7• ~ ~ ~ ~ g~,~ ~ ~ r a, ~ ' s , I i I " f . ~ m., it . , W . ~ y - ~ i ~„aSi ~ Ilil ~ I Iiij: ~ - .~i, ! ~ ~ ;?4 , ~ , i ~ ~n ~ ~ ~ ~ ~ c.,~ ~ ~ 2 's~, ~4'e ~ ' y ~ ~ ~ ~ ~ ~ 3 ~ ~ - ~ ° ~ ~ ~ ° ~ ~ ~ ~ ~ ~ . ~ ~ ~ O z i ~ O II ~ ~ I s ! I) I 4:. _ ~ ~ ~e M y ~ _,.,y : ~ ~ . _ N 'I ~ ~ s . ~ t i ~~t ~r„ ~ ~ c~~ N . . ~,'a, ~ ~ ~ i ~ - ~ - ~ t~ ~ ' ~ ~ ~ uf . ~ ; 3 6 ~ 1; ~ ~ ~ h ' ~r I ~ ~ ~ , ~ ~ ~ s ~ ; ~ ~ ~ _ : _ _ _ , ~ _._m~ } - . _ _ ~ ; ~ ~ - _ _ _ ~ ~ ~ ~ `I ~ ~ ~ ~ ~ ;i ti: , , ~ ; ~ ~ ~ ~ '~I ~ ~ ~i ~ ~ ~ ~ I ~ 1 d ~ f I „ r~d ,'s rr Trt~ ~ . , , ~ ~ s , l , ~r` m ti r~ : : Permit Number Building Permit ~ 19503 CITY OF WHEAT RIDGE - 11/ 18/2005 7500 West 29TH Avenue ~ ~ . . Wheatridge, Co 80033 ` /nspecfion Line 303-235-2855' 303-234-5933 ' Commercial Roofing ; ; ~ PROPERTY12200 38th AV UIIIt: oWNER: Glory of God Lutheran Church (Jim Ness) (303) 623-4927 'bescription Remove existing EPDM membrane. 9dd 1/2" woodfiber, re-secure new 60 Mil. EPDM fully adhered to 'deck. FEES , i Fees Due Paid ` lUse Tax $.00 ; $.00 Permit Fee $86425 $864.25 Tota6 Fees $864.25 ' . $86425 ` .5; 'T5: ~ CONTRACTORS Name License # Pfione B &M Roofin of Colorado 18891 000 443-5843 - ! Documents from the manufacturer shall be onsite for frtczl rqof tnspectaon which specify FO°fn8' matertials hreve been i»,stadled to meet 110'A3PH 8hme•SOcdssd avind gust--,-7BC (90 : MPHwirad dotzd~U'BC). ; Units: ~Accupancy:Walis: 'Roof: EPDM ~.Stories: . SqFeet: 0~IM1erebycertifytLe[thesetbeckdivemeeapmposedhyfAispermit p4catlouere nudtlo trialateepplicableoNmanca,mlworngulatlonso(theCiryof accw WheatRitlgeor enanb,easemevtsyrresMCtla~i.vofrerore talimeasonmen~ u,av egatlo`is~oadeareeacureM;tha[Ihaverwdmdngreemabidetiy. _ all oonditlons retl on this eppLcatiov, and tFat I assu nsporeibllity for th the Whea[ Ritlge Bailtlivg Coae (L.B.C.) and sU oNCr appticable WheatRitl tlinanc workuntl~wmit . . ER)(CONTRACiOR) . ~SIGN%DDATE _ 1. 1 1Tis permi[ wasissved in aaordance wlth Ne pmvkimu set (orth N your applisntlon aud iv subject fo ftie Iawa of the Stah ofColarado and to tbe Zoving ' Regulntlo.ui wd Bwiding Code of WM1eat Ridge, Coloredo or my oWer applieable.ordinances ofNe Clty: 2 -.EVerypemiitlssuMffie116ecomeNValidudeuttieworkonNeslteauNOrizedbysdchpemitiscommrncetlwi[hfn180deysaReribissuaoce,orifthewark ` auNorhed ou the sile by such permit u sospentletl or abandoued far a pekiod of180 days aRer tLe tlme ofwark u mmmenceA. 3 Yfthlsperml, exptres,auewpermi[mrybeacqutredfornReofanchalfWeamoun[normallyrcquvetl,proridetlnochengeshavebttnoirvi06emvdei¢the.odg:nei plem md specNrntlooi and nny suspension or abantlonuoentha not uceeded one (1) year.Ifchangu are metle or V suspeasion or abantlonment ~ ceedaone.(I)ywqtullfeessM1a116eqitlfordnewpermiL 4No work ofanymavner eM1nIl6e.done det wJl ehange <he naturel0ow ofwmer cehxing e drainage problem. 5 ~ ConVa2lorstiallmtifyNeBoildinglnsenty-fom(29)hoursiv tlvnncefarallinspecrio~andshallrcceivewritteoapprovalou.inapeclioncardbefore. = . p ottedingwitFSUC ' ePher. elob. : b-T41awa f 't eapp val mgsanaspeaifsnhonuslu0notbeconstruetlfo6ea0emit tor,noranapprovilofanyviola[ianotthe . p o d~ vaocq lew, rule or regulalion. . . J .~ChiefHWldinglnspector 516NEDDATE Friday, November 18, 2005 . Page 1 of 1 COMMUNITY DEVELOPMENT DEPARTMENT of WHEAT,f, BUILDING INSPECTION LINE -303-234-5933 ~ ~ CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~~CORP~~ APPLICA Building Permit Number: Date: Propertyowner: &Iery of C?od- L 042/h/, Ck✓rtl~ (-S-iM Property Address: 12200 W. 38 AV-e Contractor License No.: 1'7 )62 r Company: 3gM CQ 2--vtC Value:$ Permit Fee:$ Plan Review Fee:$ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I BuildinqDepf. 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 Ciry of W heat 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, forwork under (is permi't. subject to feld inspection. (OWNER)(CONTRACTOR):SIGNED DATE~~'r (OWNER)(CONTRACTOR):PRINTED Qd~ l Kaw 0 la IS DATE It I Use of Space (description): raa Description of work: Ret a„t EX;str_~ EPJm rn2mb.vic, 60 Mi I . r/~Drv~ Sq. Ft. added Alh Phone: 3 03-623- y927 Phone: 30 3-VV3 - 5-By3 Total:$ g SL $00. ~j ~ Wee~FibY ~C-S~c~ ~/.=w ~ a15. Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordancewith the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water rausing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, anyviolation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: -1=I17/2005 17:42 3036236602 MONROE NEWELL PAGE 02J02 ~ e.of Coloxado l ` en~ - oervEn;caowmoeme' GERTIFiCATE Q'F E?tEMPT20N nnsucErM~saormu+WEw~eLc FOR SkEES AtiD IISE 7AX U4!!Y 6lQRY OF 600 LUTKERAIU CttUtGH ImU W 38TH l1YE fiNEATRiV&E GO 60039r3937 . . tiA3H.FC`M-01IMRTIC4 • . ACCOUHTIMN891 - _ . . . ' 98r00748 11 12'4 8662 9 O8017SEF'14 1498 12200 i! 38T#1. AYE iRiEA7R2Q6E `LD 'ExerAlve ~aR~ ~ ~ , COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 75995 BUILDING INSPECTION LINE -(303-234-5933) Date : 8/6/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner. GLORY OF GOD LUTHERAN CHURCH Property Address : 12200 W 38TH AVE Phone : 421-2721 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agre to abide by all conditions printed on this application, and that I assume full responsibi' for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh t R'dge ordinances for work under this rmi . (OWNER)(CONTRACTOR) SIGN p /iJX DATE 1 ~ Description : TRASH ENCLOSURE AT EAST END OF PROPERTY Construction Value : $500.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $10.00 Total: $40.55 Use: BUILDING DEPARTMENT USE ONLY Zoning Comments% SIC : Sq. Ft. : Approval : MA OKAY 8/5/03 Zoning : R-1 . Building Commentgi: OKAY 816/03 Approval : OKAY Public;Works Comments:~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of theState of Coloratlo and to the Zoning Regulations and Building Code of W heat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) ihe work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized issuspended or abandoned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. .(4) No work of any manner shall be done Ihat will change the natural Flow of water causing a drainage problem. (5) ConVactor shali notify the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of ermit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval oL any vioiation of the provisions of I b ildincod=6'or any other ordinance, law, mle or regulation. ~ i Chief Bw ding Inspe r Please sign Terms and Conditions on reverse side of page. of WNEqT COMMiTNTTY DEVELOPMENT DEPARTMENT Building Pemtit I~iumber: ~ P BUILDING INSPECTION LINE - 303-234-5933 Date: ° CITY OF WHEAT RIDGE V m 7500 WEST 29TH AVENUE ~O~oRAa° WHEAT RIDGE, CO 80215 -(303-235-2855) APPLICA TM Property Owner: 61or7 o-C Ga t_.LC-.r- Property Address: ~'ZZOO W. 3S4-(- 14-~. Phone:363-`z721 Contractor License No.: Company: Phone: Ow11ER/CONTRACTOR SIGNATURE OF UNDERSTANDIM1G AND AGREED7EN7 1 hereby certify that the setback distances proposed by [his pemit application are accurzte, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easemenis or resMctions of record; that all measurements shown, and allega[ions made are accurate; that I have read and agree to abide by all conditions printed on [his application and ihat 1 assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. (ONTER)(CONTRACTOR): SiGNED (01bTER)(CONIRACIOR):PRINTED ~1Q914 IE S ~ DESCRIPTION: n n r/4S4 C~tic.Gla$Gvi2 G7' ~ _ ~.d' QT li-Ve Construction Value:$ 5Dd oa Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ l A(l6 d ' '1ao3 BUILDING DEPARTMENT USE ONLY ZONING COMMEN75 Approval: 63 Zoning: ~ BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: ~ Approval: Occupancy: Walls: Roof: Stories: Electrical License No: Plumbing License No: Company: Company: SIC: Sq.Ft.: Residential Units: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approvah (1) This yemiit wu issueA in accordance with fie provisions set fonh in your applicarion and is subject to ihe laws of the State of Colorado and to the Zoning RegWations and Building Codes of N'M1eat Aidge, Coloado or any atlier applicable ordinances of the Ciry. 7hispermitshallexpireif(A)theworV:autliorizedismtcommencedwilhinsixry(60)days&omissuedateor(6)thebuildingauthonzedissuspendedor a6andoned for a period of 120 days. (3) If tliis pemit expires, a new pertnit may be acquired for a fee of one-lia)f the amount nornially required, prorided no cM1anges have been or will be made io the original plans and specificaUOns and any suspension or abandonment has noi exceeded one (1) yeaz. ]f changes have been or if suspension or abandonment exceeds one year, fu➢ fees shall be paid for a new pemit (4) No work of any manner shall b< done that will change the naluni 11mv of water causing a drsinage prohlem. (5) Contracmr shatl notify Uie Building Inspecwr M-mry-tmr (24) hours in adrance for all insptttions and shall receive wntren approral on inspection card before proceeding with succeuive phazes of the job. (6) The issuanc< of a pemit or the approval of drswings and specificarions shall not be conswed ro be a pemiit for, nor an approval of, any viola(ion of the provisions of the building codes or any odier ordinaneq law, rule or reguiation. ~ Chief B ilding H s ector /SH'S~ ~~LWS~•`i~ JOB 604 SHEETNO. I / pF 'p CAlCUL4TE0 BV DATE 7y nS: CHECKED BV DATE 00000 •ey.(sr 4 C4-NG EFe S44g ' tX~sTia G P.4-+2 k1r1C "r GLoeY or- C, 0t1 "&HEeAn) E`Hz12Cl~ I z2o o v.~. 3 84 A-VE. V s s • ~ ~ ~ • ' -r~stf Ex~tvsul~~ ~ ge=: prgunrL1,q7orJ pI-A) 2 J/sI.2 Y d ~ PL&.t ~ . ~ u ~ ~ , • ~ - ~oBGLo~@J~ o~ 6"a2a T~Sf/ C--~'~3U,2.~ SHEETNO. OF CALCULATED BY DATE O + CHECKED BV DATE SCALE ,oB 6Gor2Y a,-- Ga-d 77'c'.4''ll SHEETNO. OF CALCUL4TED BY " DATE b5 ~ ~ CHECKED BY DATE SCAIE ~4> 2w0 4- OJ : _ zX(~ ' . . . 4x4 A-r~ slPe~S _ . . . . . ; . PR~dit~5 Co~nre--~.... ~ ~ 1 ► Co Go ~2NC2, M~ ~ ; GAM ...Lc+ck . _ ~ ~ . z....) ~ I . . ~ : . ~ i.... C 37Tr : : , ~ `7a 6x ~ Pos~r ~ . _ , . #ro.... ~ C3 , W ~ tr c .t D~cl~ sc.l~~tE1S... ~ . , - G~~?• c~r2; , zW ; lii= d-° a. ' ~ N~ ~ l11~=tt~t f _ _ ~ t ~ . ► ~ _ . 4"~ w~c . . ~ ~ ~xb ~aST _ ; j c7-0vE~ o.... ' i.... . . . : . . _ _i ~ _....._~n~~ <....~~8:.,.r..... , s . ~ . i.......... > i....... . ? . . -L"•,~;.^~^'~ . . _ .......~~v~,q~ ~ -DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14094 BUILDING INSPECTION LINE - 303-234-5933 Date 6/26/02 CITY OF WHEAT RIDGE : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ' Property Owner. GLORY OF GOD LUTHERAN CHURCH Property Address : 12200 W 38TH AVE Phone : 421-2721 Contractor License No. : I Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certiTy 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 the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ri ge ordinan es, forwork underthis p Construction Value : $2,000.00 Permit Fee : $69.25 Plan Review Fee : $0.00 Use Tax : $40.00 Total: $109.25 (OWNER)(CONTRACTOR) SIGNED L~~~~DATE ~ 7.7 m Use : Description : 48" CHAIN LINK FENCE 187' TOTAL AROUND THE EDGE OF THE PLAYGROUND.. (INTERNAL AREA TO BE FENCED.) . 1 nAlni/ :L./1!/1 Yf - BUILDING DEPARTMENT USE ONLY Approval : MLC Zoning : R-1 omm Approval: BG SIC : Sq. Ft. : COMPLIES W/ FENCE REGS. Please tIote: Owner/ con[ractor is responsiblc .or !,~caiir,g nroperty 6125/02 line; and cozstructing in.nrovcments acce:d;n; to +.1:,- approved plan zrid reqnired developrnen,t ,tz:,d;.rds. Th f`tYv s not spons iic o h~ c. re nra m, 1,. br.:ttEd ~,~~iu ,e 1~,! ~~I Walls : Roof : Stories : Residential Units : Approval : Occupancy : Mechanical License No : Electrical License No Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Company : Expiration Date : Approval: (1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of ihe Staie of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work au[horized is no[ commenced within sixty (60) days from issue date or (B) the building authorized is suspentled or abandoned Por a period of 720 days (3) If this pertnit ezpires, a new permit may be acquired for a fee of one-half [he amount normally required, provided no changes have been or will be made in the original plans and specifrations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonmen[ . exceeds one (7) year, full fees shall be paitl for a new permit (4) No work of any manner shall be done that will change the naturel flow oFwater causing a drainage problem. . (5) ConUactor shall noiify the Building Inspector lwenty-four (24) hours in atlvance for all inspections and shall receive written approval on inspedion card before proceediing with successive phases of the job. (6) The issuance of a pertni[ or the approval of drawin9s and specifications shall not be construed to be a permit for, nor an approval of, any violation of Ihe provisithe bunq codes or any other ordinance, law, rulebr regulatioa C' Bui ding ec or DEPARTMENT OF PLANNTNG AND DEVELOPMENT Building Permit Nuinber: ~F WFiEqr BiJII.DING INSPECTION LINE - 303-234-5933 Date: CTTY OF WHEAT RIDGE 7500 WEST29THAVENCTE WHEAT RIDGE, CO 80215 - (303-235-2855) C~G ORA00 H pg~t,y~r p AHi"3"-L~L~3idO7~~ 4V ProperiyOwner: ~~6Ky GCQ ~ctl~i0/t~nl ~ Property Address: l_pa ov W, ?y` 14Le1 G/k" A-~y.e drocr3 } Phone : J~ 3, 2 f- 27 2.% ~J Contractor License No.: Company: Phone: OWNGR/CONTRACTOR SIGNATURE OF i7NDER5fANDING AND AGREEM ENT I hereby certify that [he setback distancu proposed by this pemut appiication are accurate, md do notviolate applicable ordi¢ances, mles or regulations of the Ciry of Wheat Ridge or covenants, easements orrestricvons ofrecord; ihatall measurements shoum, md allegations made aze accurate; that I have read md agree to abide 6y all conditions printed on this applicatlon and tha[ I assume fuli responsibility for compliance with [he Wheat Ridoe Building Code (U.B.C) md all other applicable Wheat Ridge OSdinances, for work under this permit. ~ . - z Description: 4e ~v ~~.~~--Q• Construction Va1ue:$ cQ, o 0 0 Permit Fee:$ Plan Review Fee:$ USC 12X:$ Total:$ /d") ~ ~0 61~ 0 „A {-.-o e~ x ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Sq. Ft.: Electrical License No: Company: Expirarion Date: BUILDING DEPARTMENT USE O1VLY V rSl aw. src: V /7 5-O.a Plwnbing License No: Company: Expirarion Date: Mechanical License No: Company: Expirarion Date: Approval: Approval: Approval (1) I7tis pumit was issued iu accocdance with fhe provisions set forth in yow apptication and is su6ject to the Iaws of the State of Colorado and ro the Zoning Regulations and Building Codes of Wheat Ridgy Co]orado or any other appGcable orNnances ofthe City. (2) 1Lis pe`mit sliall ezp'se if (A) tlie work authorized is not commenced witliin siaiy (60) days @om issue date or (B) the buildiug auNonzed is suspended or abandoned for aperiod of 120 days. (3) ff this pelmit expires, a new pelmit may 6e acqNred for a fee of one-hal£the amomt normally required provideA no changes have been or will 6e mzAe in the original plaas andspecificafions md any suspmsion or a6andonment hu m[exceeded one (1) year. ifchanees have been or ifsnspension or ohnnAnnment exceeds one (1) yeaz, full fees shall be paid for a new pemit. (4) No work of any mmnu shall be dove fnat will chauge the natural flow of waror causing a draivage problem. (5) Contractorshallnotify,theBuildinglnspectorhventy-four(24)hoivsinadvance forallinspeceonsandshallreceivewrittenapprovaioninspectioncardbefore proceedingwithsuccessivepliasesofthejob. - (6) The issua¢ce of a pelmit or the approvai of drawiugs md speci5cafions shall not be construed ro be a peemit for, nor an appmval of, any violanon of the provisions of the burilding codes or any other ordinance, ]aw, Iule or regulaaoa. Chief Building J~ spector y~. ! ~ Lj ~q i p b f- 3 ~ ~ ~ tA ~ Y• ~ . c N S ~ / ,,.~'f r} n G c a > ~ d ~ ~ ~aq-" /"VZ ~ Ch L ~ V ! ~ i Z c R- ~ ~c ~ r ~ ~ ~ F> ~ ~ ~ ~ ~ ~ ~ ~ ~ M ~ ~ ^0 pCs~ fF eiarN Alik 4" / - /a' ?6* l- -4/ 1 vl;Z L ~~ws~~'~t~✓ C'aAry1 ~4 ~ C"savv~' ~ ~v. 3~'~ ~ ~ ~ &3~ CA i„ /,ra' Svus~ p'W%'"'~~ Le~P FcRMiT TRACKING r=ORM ADDZ_55 DATE 5U5MITTEDPe2MIT NUMBER-IL atC2~_ IYPE 0F PERMIT -aNfxo.~n„ ~ G REQUIRED CONDITIONS MET PRIOP TO PERMIT APPLICATION 2 YES NO N/A CONDITIONS OF APPRnvni DATE IN DATE OUT BUILDING DEPAR7MEN7 ENGINEERING DEPARTMEN7 PLANNING DEPARTMENT S - I -U) 1 I & Lo -3-O I'(1Q ~ - FIRE DEPARTMENT -_L_ ❑ CIIY ARBORIST ❑ POLICE DEPARTMENT O SEWER DI57RICT O WATER DISTRICf l TYPE OF REQUEST~j~~1~ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 0 .2 VC~ L~ 7~ a'-~ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: [rd5 S ✓.;~~n 7L1u5~ ~`1o wP~9IL'(>.r ~.~yoTP rb, cK 9 ~ ~f -Frcm L~,PY~,s^ , You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date z~z -r f- F f.~. ~ Inspector for Building Dept. DO NOT REMOVE THIS TAG FORM WR6•22 . . BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Job Located at lZZcv 3 63 1 have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: Correction Notice You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date d) Inspector for Building Dept. DO NOT REM&E THIS TAG FORM WR6-22 P T ~ SPRII3KLER SYSTEM PRESSURE TEST _ t[ FIRE MAIN. PRESSLiRE TEST - CI HOOD & DUCT SUPPRESSION SYSTEM TEST Q FIRE ALARM SYSTEM ACCEPTANCE TEST LI OTHER _ LOCATION• -~y/dd~ ~dti9Gud`1d/ (/~-~t✓~ •.s.: w,~-r:~~ DATE: RE4UESTED BY: CONDUCTED_BY•~~~ SYSTEM PASSED ~ FAILED II SIGNED:~c,.~ Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUII,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: Perniit # 11263 Church Addition OWNER: Glory of God Lutheran Church ADDRESS: 12200 W. 38th Avenue PROPERTY ADDRESS: 12200 W. 38th Ave., Wheat Ridge. CO 80033 DATE 4/4/01 CHIEF BLTII,DING OFF ZONING ADNIINISTRA INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS 12-2-00 LAS Z)95K &(-k BUILDING PERMIT NO. 112-6-7.2 DATE ISSUED TYPE OCCUPANCY OWNER CONTRA SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings OX w oa-=c ~ ( i ► D li Caissons Reinforcing or Monolithic ,Il G /~I~or/ Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) BO Plumbing (Ground Work) a-14 13 too g Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical r I5 2 + . •y Rough Plumbing Air Test Gas Piping GJ G~ Rough Heating & Ventilation e r (above must bg signed prior to framing inspection) 0* l7W Framing Dy tt \-7 10;( 094- W ~i Insulation C8t 1 J 1 dl 11 ~ a S' 0' ) 25 Drywall nailing 5 - 2 V(/. 1 LJ J 0 D~ gl 9~ Roofing Refrigeration Electrical underground Final Electrical D d 1 Plumbing Heating & Ventilation 0, Frame G R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED C~ PROTECT THIS CARD FROM THE WEATHER SPRINFiLER SYSTEM PAEGStIPE TEST ` [3 FIRE MASN PRESSI7RE TEST CI HOOD & DUCT SIIPPRESSION SYSTEM TEST FIRE AI11EtM SYSTEM ACCEPTANCE TEST a+ySk'~*~~u+-s~JN (7 OTHER LOCATION: G-lpy7- ~ 6~PA Gl ~d'+~t•~ DATE - 0 / REQUESTED BY: CONDUCTED BY: SYSTEM PASSED ~ FAILED II COMMENTS : ~-~t i SIGNED: MOUNTA/N STATES FIRE PROTECTION, INC. ` 1220 S. INCA ST. DENVER,COLORADO 80223 Telephone (303) 778-8193 Fax(303) 778-8205 G/ory of God Lutheran Church #2,2,oc~ ~ ~-O" Av~ F/RE SPR/NKLER SYSTEM HYDRAULIC CALCULATIONS & PRODUCT LTTERATURE oe . , ~r 22 , a Y9~Jp4iY0n G/ory of God Lutheran Church Fire Sprink/er System EIYnRaui.ic cai,cuLATTOrrs 1.) Classroom Addition - Remote Area "A" 2.) Sunday School - Remote Area "B" 3.) Kitchen - Remote Area "C" 4.) Social Hail - Remote Area "D" 5.) Social Hall - Remote Area "E" MOUNTAIN STATES FIRS PROTECTION, INC. 1220 S. INCA DENVER, C0. 80223 HYDRAULIC CALCULATIONS FOR Glory of God Luthern Church Wheatridge, Colorado FILE NUMBER: 0009A 12/02/00 Remote Area "All -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard & Quick Response DENSITY: .10 gpm / sq. ft. AREA OF APPLICATION: 1038 sq.ft. (900 sq.ft. required) COVERAGE PER SPRINKLER: Varies NUMBER OF SPRINKLPsRS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 173.9 gpm TOTAL WATER REQUIRED (including hose): 273.9 gpm FLOW AND PRPSSURE (@ BOR): 173.9 gpm @ 72.9 psi SPRINKLFsR ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: MOUN'i'AIN STATES FIRE PROTECTION, INC. DESIGN/LAYOUT BY: STEVE KYLE AUTHORITY HAVING JURISDICTION: Wheatridge Building & Fire Departments CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA EQUIVALENT K-FACTOR CALCT7LATOR Node Spr. Press. Pipe dia. Pipe Ftgs. Total H-W Equiv. Name K-fac. (psi) (in) Len.(ft) Len.(ft) coef. K-fac. 3 5.60 12.3 0.811 1.58 T 4.58 150 5.32 23 5.60 7.1 0.811 2.25 T 5.25 150 5.27 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 12/02/2000 JOB TI TLE: Glory of God Luthern Church - Remote Area "A" WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SUP 82.8 52_2 1204.0 80.8 273.9 AGGREGATE FLOW ANALYSIS: Page 1 0009A.SDF REQ'D PRESS. (PSI) 74.4 TOTAL FLOW AT SOURCE 273.9 GPM TOTAL HOSE STREAM AI,LOWANCE AT SOURCE 100.0 GPM OTAER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 173.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARG£ (FT) (PSI) (GPM) 1 8.7 - - - - 32.7 - - - 2 9.6 - - - - 20.4 - - - 3 8.0 K= 5.32 20.5 24.1 4 8.0 K= 5.60 14.5 21.3 5 8.7 - - - - 34.4 - - - 6 9.8 - - - - 20.3 - - - 7 9.8 - - - - 20.0 - - - 8 9.8 - - - - 18.0 - - - 9 8.0 K= 5.60 15.5 22.1 10 8.0 K= 5.60 12.3 19.7 11 8.7 - - - - 36.7 - - - 12 9.9 - - - - 19.9 - - - 13 10_0 - - - - 19_5 - - - 14 10.0 - - - - 17.6 - - - 15 8.0 K= 5.60 14.9 21.6 16 8.0 K= 5.60 12_2 19.6 17 10.0 - - - - 19.5 - - - 18 10.0 IC= 5.60 16.6 22-8 19 8.7 - - - - 43_9 - - - 20 8.7 - - - - 40.4 - - - 21 10.1 - - - - 20.0 - - - 22 10_3 - - - - 19.3 - - - 23 10.3 K= 5.27 18.6 22-7 24 8.8 - - - - 47.4 - - - 25 9.2 - - - - 47.6 - - - 35 9.1 - - - - 50.0 - - - 73 9.6 - - - - 57.5 - - - 74 9.1 - - - - 58.5 - - - 75 9.1 - - - - 57.0 - - - 76 9.1 - - - - 58.7 - - - BOR 0.5 - - - - 72.9 - - - BFS 2.0 - - - - 71_9 - - - BFD 2.0 - - - - 62.9 - - - SUP 0.0 SOURCE 74.4 173.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 12/ 02/2000 000 9A.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "A" PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRE SS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) ( FT) S UM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PS I) Pipe: 1 50.0 1.291 PL 60.92 PF 11.8 1 8.7 0.0 32.7 0.0 12.3 150 FTG ET PE -0.4 2 9_6 0.0 20.4 0.0 0.171 TL 69.42 PV 1.0 Pipe: 2 45.4 1.055 PL 1.67 PF 0.6 2 9.6 0.0 20.4 0.0 16.7 150 FTG PE 0.7 3 8.0 5.3 20.5 24.1 0.382 TL 1_67 PV 1.9 Pipe: 3 21.3 0.811 PL 15.58 PF 6.0 3 8.0 5.3 20.5 24.1 13.3 150 FTG E PE 0.0 4 8.0 5.6 14.5 21.3 0.340 TL 17.58 PV 1.2 Pipe: 4 50.0 1.291 PL 10.17 PF 1.7 5 8.7 0.0 34.4 0.0 12.3 150 FTG PS 0.0 1 8.7 0.0 32.7 0.0 0.171 TL 10.17 PV 1.0 Pipe: 5 29.7 1.055 PL 61.58 PF 13.6 5 8.7 0.0 34.4 0.0 10.9 150 FTG 3E2T PE -0.5 6 9.8 0.0 20.3 0.0 0.174 TL 78.08 PV 0_8 Pipe: 6 -4.6 1.291 PL 9.67 PF 0.0 6 9.8 0.0 20.3 0.0 1.1 150 FTG PE 0.1 2 9.6 0.0 20.4 0.0 0.002 TL 9.67 PV 0.0 Pipe: 7 -34.3 1.291 PL 4.33 PF 0.4 7 9.8 0.0 20.0 0.0 8.4 150 FTG PE 0.0 6 9.8 0.0 20.3 0.0 0.085 TL 4.33 PV 0.5 Pipe: 8 41.8 1.055 PL 1.67 PF 2.0 7 9.8 0.0 20.0 0.0 15.3 150 FTG T PE 0.0 8 9.8 0.0 18.0 0.0 0.327 TL 6_17 PV 1.6 Pipe: 9 22.1 0.811 PL 3.83 PF 3.2 8 9.8 0_0 18.0 0.0 13.7 150 FTG ET PE 0.8 9 8.0 5.6 15.5 22.1 0.362 TL 8.83 PV 1.3 Pipe: 10 19.7 0.811 PL 17.83 PF 6.4 8 9.8 0.0 18.0 0.0 12.2 150 FTG 2E PE 0.8 10 8.0 5.6 12.3 19.7 0.293 TL 21.83 PV 1.0 Pipe: il 79.7 1.291 PL 5.58 PF 2.3 11 8.7 0.0 36.7 0.0 19.5 150 FTG PE 0.0 5 8.7 0.0 34.4 0.0 0.404 TL 5.58 PV 2.6 Pipe: 12 34.0 1.055 PL 61.21 PF 16.2 11 8.7 0.0 36.7 0.0 12.5 150 FTG E2T PE -0.5 12 9.9 0_0 19.9 0.0 0.223 TL 72.71 PV 1.0 Pipe: 13 7.5 1.291 PL 1.75 PF 0.0 12 9.9 0.0 19.9 0.0 1.8 150 FTG PE 0.0 7 9.8 0.0 20.0 0.0 0.005 TL 1.75 PV 0.0 SPRINKLER SYSTEM HYDRAULZC ANALYSIS Page 3 Date: 12/0 2/2000 0009A.SDF JOB T ITLE: Glory of God Luth ern Chu rch - Remote Area "A" ; PIPE DATA (cont. ) PIPE TAG Q(GPM) DIA(IN ) LENGTH PRESS. END SLEV. NOZ. PT DISC. V EL(FPS ) HW(C) ( FT) SUM. NODPsS ( FT) (K) (PSI) (GPM) F.L./FT (PS I) Pipe: 14 -26.5 1.291 PL 7.08 PF 0.4 13 10.0 0.0 19.5 0.0 6.5 150 FTG PE 0.0 12 9.9 0.0 19.9 0.0 0.053 TL 7.08 PV 0.3 Pipe: 15 41.2 1.055 PL 1.67 PF 2.0 13 10.0 0.0 19.5 0.0 15.1 150 FTG T PE 0.0 14 10.0 0.0 17.6 0.0 0.319 TL 6.17 PV 1.5 Pipe: 16 21.6 0.811 PL 3.25 PF 3.6 14 10.0 0.0 17.6 0.0 13.4 150 FTG 2ET PE 0.9 15 8.0 5.6 14.9 21.6 0.347 TL 10.25 PV 1.2 Pipe: 17 19.6 0.811 PL 17.25 PF 6.2 14 10.0 0.0 17.6 0.0 12.2 150 FTG 2E PE 0.9 16 8.0 5.6 12.2 19.6 0.290 TL 21.25 PV 1.0 Pipe: 18 14.7 1.291 PL 0.50 PF 0.0 17 10.0 0.0 19.5 0.0 3.6 150 FTG PE 0.0 13 10.0 0.0 19.5 0.0 0.018 TL 0.50 PV 0.1 Pipe: 19 22.8 0.811 PL 4.67 PF 2.9 17 10.0 0.0 19.5 0.0 14.2 150 FTG T PE 0.0 18 10.0 5.6 16.6 22.8 0-384 TL 7.67 PV 1.3 Pipe: 20 113.6 1.291 PL 3.75 PF 7-2 19 8.7 0.0 43.9 0.0 27.9 150 FTG T PE 0.0 11 8.7 0.0 36.7 0.0 0.780 TL 9.25 PV 5.2 Pipe: 21 60.3 1.291 PL 9.08 PF 3.5 19 8.7 0.0 43.9 0_0 14.8 150 FTG T PE 0.0 20 8.7 0.0 40_4 0.0 0.241 TL 14_58 PV 1.5 Pipe: 22 60.3 1.291 PL 62.08 PF 19.8 20 8.7 0.0 40.4 0.0 14.8 150 FTG 3E2T PE -0.6 21 10.1 0.0 20.0 0.0 0.241 TL 82_08 PV 1.5 Pipe- 23 37.5 1.291 PL 4.67 PF 0.5 21 10.1 0.0 20.0 0.0 9.2 150 FTG PE 0.0 17 10.0 0.0 19.5 0.0 0_100 TL 4.67 PV 0.6 Pipe: 24 22.7 1.055 PL 5.58 PF 0.6 21 10.1 0.0 20.0 0_0 8.3 150 FTG PE -0.1 22 10.3 0.0 19.3 0.0 0.106 TL 5.58 PV 0.5 Pipe: 25 22.7 1.055 PL 1.67 PF 0.7 22 10.3 0.0 19.3 0.0 8.3 150 FTG T PFs 0.0 23 10_3 5.3 18.6 22.7 0.106 TL 6.17 PV 0.5 Pipe: 26 -41.6 1_527 PL 0.54 PF 0.4 24 8.8 0.0 47.4 0.0 7.3 150 FTG T PE -0.2 25 9_2 0.0 47.6 0.0 0.054 TL 7.54 PV 0.4 SPRINKLER SYSTEM FiYDRAULIC ANALYSIS Page 4 Date : 12/ 02/2000 000 9A.SDF JOB TITLE: Glory of God Luthern Ch urch - Remote Are a "A" PIPE DATA (cont. ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRE SS. END ELEV. NOZ. PT DISC. VEL(FPS) IiW(C) (FT) S UM. NODES (FT) (K) (PSI) (GPM) F_L./FT (PS I) Pipe: 27 173.9 2.009 PL 17.92 PF 3.6 24 8.8 0.0 47.4 0.0 17.6 150 FTG PE 0.0 19 8.7 0.0 43.9 0.0 0.199 TL 17.92 PV 2.1 Pipe: 28 132.3 2.009 PL 13.92 PF 2.7 35 9.1 0.0 50.0 0.0 13.4 150 FTG T PE 0.1 24 8.8 0.0 47.4 0.0 0.120 TL 22.92 PV 1.2 Pipe: 29 41.6 1.291 PL 68.16 PF 10.0 73 9.6 0.0 57.5 0.0 10.2 150 FTG E2T PE 0.2 25 9.2 0.0 47.6 0.0 0.122 TL 82.16 PV 0.7 Pipe: 30 41.6 2.009 PL 34.79 PF 0.8 74 9.1 0.0 58.5 0.0 4.2 150 FTG 4E PE -0.2 73 9.6 0.0 57.5 0.0 0.014 TL 56.79 PV 0.1 Pipe: 31 41.6 2.115 PL 0.79 PF 0.2 76 9.1 0.0 58.7 0.0 3.8 120 FTG T PE 0.0 74 9.1 0.0 58.5 0.0 0.017 TL 11.99 PV 0.1 Pipe: 32 132.3 2.009 PL 47.16 PF 7.0 75 9.1 0.0 57.0 0.0 13.4 150 FTG 2E PE 0.0 35 9.1 0.0 50.0 0.0 0.120 TL 58.16 PV 1.2 Pipe: 33 132.3 2.115 PL 0.79 PF 1.7 76 9.1 0.0 58.7 0.0 12.1 120 FTG T PE 0.0 75 9.1 0.0 57.0 0.0 0.141 TL 11.99 PV 1.0 Pipe: 34 173.9 3.340 PL 15.54 PF 1.2 BFD 2.0 0.0 62.9 0.0 6.4 120 FTG 2EW PE -3.1 76 9.1 0.0 58.7 0.0 0.025 TL 46.74 PV 0.3 Pipe: 35 FIXED PRESSURE LOSS DEVICE BFS 2.0 0.0 71.9 0.0 9.0 psi, 1 73.9 gpm BFD 2.0 0.0 62.9 0.0 Pipe: 36 173.9 3.340 PL 1.92 PF 0.3 BOR 0.5 0.0 72.9 0.0 6.4 120 FTG E PE -0.6 BFS 2.0 0.0 71.9 0.0 0.025 TL 12.52 PV 0.3 Pipe: 37 173.9 4.220 PL 123.00 PF 1.3 SUP 0.0 SRCE 74.4 (N/A) 4.0 140 FTG ETCG PE -0.2 BOR 0.5 0.0 72.9 0.0 0.006 TL 220.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 6.5. 0 c omputer prog ram under license no_ 16100049 g ranted by HRS Systems, In c. 479 2 LaVista Ro ad Tucker, GA 300 84 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 12/02/2000 0009A.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "A" (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.077 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 27.9 ft/sec at pipe 20. (4) PIPE FITTINGS TABLE Pipe Table Name: CUS.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G E11 Tee LngEll ChkVlv BfyVlv GatVlv 4_220 18.00 36.00 11.00 39.00 22.00 4.00 PAGE: F MATERI ALc DYNA40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D E11 Tee 45-ELL ChkVlv BfyVlv GatVlv A1mVlv DryVlv F N O W FLOk45 FLOk45 FLok-T WtrFlo 2_115 5.60 11.20 2.20 12.30 6.70 1.10 11.20 25_70 2.00 3.90 9.50 11.20 PAGE: G MATERIAL: DynaFl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 45-E11 ChkVlv BfyVlv GatVlv A1mVlv DryVlv F N O W FLok45 FLok90 FLok-T WtrFlo 3.340 10.60 22.60 4.50 21.10 15.10 1.50 19.60 43.80 3.90 7.50 19.60 10.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C G B Ell Tee 45-E11 ChkVlv GatVlv BfyVlv 0.811 2_00 3.00 0.50 3.00 0.10 6.00 1.055 2.50 4.50 1.00 4.50 0.10 6.00 1.291 3.00 5.50 1.00 5.50 0.10 6.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 12/02/2000 0009A.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "A" 1.527 4.00 7.00 1.50 6.50 0.10 7.60 2_009 5.50 9_00 2.00 9.00- 0.50 9.10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 12/02/2000 JOB TITLE: Glory of God Luthern Church - Remote Area "A" WATER SUPPLY CURVE 84+ 0 \ x \ I 63+ I P 56+ \ R I ~ E * <-52.2 psi @ 1204 gpm g Flow Test Point S 49+ U I R E 42+ P I S I 35+ 28+ 21+ 14+ LSGEND " I X= Required Water Supply " 74.45 psi @ 273.9 gpm " 7+ " I 0= Available Water Supply " 80.82 psi @ 273.9 gpm " ~ Page 7 0009A.SDF 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) ~C ~ I MOUNTAIN STATES FIRE PROTECTION, INC. 1220 S. INCA DENVER, CO. 80223 HYDRAULIC CALCULATIONS FOR Glory of God Luthern Church Wheatridge, Colorado FILE NUMBER: 0009B 12/02/00 Remote Area "B" -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED TOTAL SPRINKLER WATER FLOW RfiQUIRED: Light Hazard & Quick Response 10 gpm / sq. ft. 1198 sq.ft. (1040 sq.ft. required) Varies 8 sprinklers 298.8 gpm TOTAL WATER REQUIRED (including hose): 398.8 gpm FLOW AND PRESSURE (@ BOR): 298.8 gpm @ 73.3 psi SPRINKLER ORIFICE SIZE: (2) @ 1/2 inch &(6) @ 5/8 inch MINIMUM REQUIRED FLOW: (2) @ 14.8 gpm &(6) @ 40.0 gpm NAME OF CONTRACTOR: MOUNTAIN STATES FIRE PROTECTION, INC. DESIGN/LAYOUT BY: STEVE KYLE AUTHORITY HAVING JURISDICTION: Wheatridge Building & Fire Departments CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANPA, GA SPRINKLfiR SYSTEM HYDRAULIC ANALYSIS Date: 12/03/2000 JOB TI TLE: Glory of God Luthern Church - Remote Area "B" WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SUP 82.8 52.2 1204.0 78.8 398.8 AGGREGATPs FLOW ANALYSIS: Page 1 0009B.SDF REQ'D PRESS. (PSI) 77.2 TOTAL FLOW AT SOURCE 398.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHfiR HOSE STREAM ALLOWANCSS 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 298.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 24 8.8 - - - - 30.1 - - - 25 9.2 - - - - 29.5 - - - 26 10.3 K=11.40 14.6 43.5 27 10.9 K=11.40 12.8 40.8 28 11.5 K=11.40 12.3 40.0 29 12.9 - - - - 11.8 - - - 30 12.9 K= 5.60 10.9 18_5 31 12.9 K= 5.60 12.6 19.9 32 11.5 K=11.40 14.5 43.4 33 10.9 K=11.40 15.6 45.0 34 10.3 K=11.40 17.5 47.7 35 9.1 - - - - 30.3 - - - 73 9.6 - - - - 52.5 - - - 74 9.1 - - - - 54.5 - - - 75 9.1 - - - - 50.2 - - - 76 9_1 - - - - 55.0 - - - BOR 0.5 - - - - 73.3 - - - BFS 2.0 - - - - 71.8 - - - BFD 2.0 - - - - 61.3 - - - SUP 0.0 SOURCE 77.2 298.8 SPRINKLER SYSTEM I3YDRAULIC ANALYSIS Page 2 Date: 12/03/2000 0009B.SDF JOB TITLB: Glory of God Luthern Church - Remote Area "B" PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) Si7M. NODFS (FT) (K) (PSI) (GPM) E.L./ET (PSI) Pipe: 1 43.1 1.527 PL 0.54 PF 0.4 24 8.8 0.0 30.1 0.0 7.5 150 FTG T PE -0.2 25 9.2 0.0 29.5 0.0 0.057 TL 7.54 PV 0.4 Pipe: 2 108.6 1.527 PL 30.58 PF 14.4 25 9.2 0.0 29.5 0.0 19.0 150 FTG 2ET PE -0.5 26 10.3 11.4 14.6 43.5 0.317 TL 45.58 PV 2.4 Pipe: 3 65.2 1.527 PL 12.08 PF 1.5 26 10.3 11.4 14.6 43.5 11.4 150 FTG PE -0.3 27 10.9 11_4 12.8 40.8 0.123 TL 12.08 PV 0.9 Pipe: 4 24.3 1.527 PL 12.08 PF 0.2 27 10.9 11.4 12.8 40.8 4.3 150 FTG PE -0.3 28 11.5 11.4 12_3 40.0 0.020 TL 12.08 PV 0.1 Pipe: 5 -15.7 1.527 PL 9.71 PF 0.1 28 11.5 11.4 12.3 40.0 2.7 150 FTG E PE -0.6 29 12.9 0.0 11.8 0.0 0.009 TL 13.71 PV 0.1 Pipe: 6 18.5 0.811 PL 0.50 PF 0.9 29 12.9 0.0 11.8 0.0 11.5 150 FTG T PE 0.0 30 12.9 5.6 10.9 18.5 0.261 TL 3.50 PV 0.9 Pipe: 7 -34.2 1.527 PL 13.83 PF 0.8 29 12.9 0.0 11.8 0.0 6.0 150 FTG 2E PE 0.0 31 12.9 5.6 12.6 19.9 0.037 TL 21.83 PV 0.2 Pipe: 8 -54.1 1.527 PL 10.21 PF 1.2 31 12.9 5.6 12.6 19.9 9.5 150 FTG E Pfi 0.6 32 11.5 11.4 14.5 43.4 0.087 TL 14.21 PV 0.6 Pipe: 9 -97.4 2.009 PL 12.08 PF 0.8 32 11.5 11.4 14.5 43.4 9.9 150 FTG PE 0.3 33 10.9 11.4 15.6 45.0 0.068 TL 12.08 PV 0.7 Pipe: 10 -142.4 2_009 PL 12.08 PF 1.7 33 10.9 11.4 15.6 45.0 14.4 150 FTG PE 0.3 34 10.3 11.4 17.5 47.7 0.137 TL 12.08 PV 1.4 Pipe: 11 -190.1 2.009 PL 35.92 PF 12.3 34 10.3 11.4 17.5 47.7 19.2 150 FTG 3E PE 0.5 35 9.1 0_0 30.3 0.0 0.234 TL 52.42 PV 2.5 Pipe: 12 43.1 2.009 PL 13.92 PF 0.3 35 9.1 0.0 30.3 0.0 4.4 150 FTG T PE 0.1 24 8.8 0.0 30.1 0.0 0.015 TL 22.92 PV 0.1 Pipe: 13 65.6 1_291 PL 68.16 PF 23.2 73 9.6 0.0 52.5 0.0 16.1 150 FTG E2T PE 0.2 25 9.2 0.0 29.5 0.0 0.282 TL 82.16 PV 1.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 12/03/2000 0009B.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "B" PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRF3SS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 65.6 2.009 PL 34.79 PF 1.9 74 9.1 0.0 54.5 0.0 6.6 150 FTG 4E PE -0.2 73 9.6 0.0 52.5 0.0 0.033 TL 56.79 PV 0.3 Pipe: 15 65.6 2.115 PL 0.79 PF 0.5 76 9.1 0.0 55.0 0.0 6.0 120 FTG T PE 0.0 74 9.1 0.0 54.5 0.0 0.038 TL 11.99 PV 0.2 Pipe: 16 233.1 2.009 PL 47_16 PF 19.9 75 9.1 0.0 50.2 0.0 23.6 150 FTG 2E PE 0.0 35 9.1 0.0 30.3 0.0 0.342 TL 58.16 PV 3.7 Pipe: 17 233.1 2.115 PL 0.79 PF 4.8 76 9.1 0.0 55.0 0.0 21.3 120 FTG T PE 0.0 75 9.1 0.0 50.2 0.0 0.402 TL 11.99 PV 3.1 Pipe: 18 298_7 3.340 PL 15.54 PF 3.2 BFD 2.0 0.0 61.3 0.0 10.9 120 FTG 2EW PE -3.1 76 9.1 0.0 55.0 0.0 0.069 TL 46.74 PV 0.8 Pipe: 19 FIXED PRESSURE LOSS DEVICE BFS 2.0 0.0 71.8 0.0 10.5 psi, 298.7 gpm BFD 2.0 0.0 61.3 0.0 Pipe: 20 298.7 3.340 PL 1.92 PF 0.9 BOR 0.5 0.0 73.3 0.0 10.9 120 FTG E PE -0.6 BFS 2.0 0.0 71.8 0.0 0.069 TL 12.52 PV 0.8 Pipe: 21 298.8 4.220 PL 123.00 PF 3.6 SUP 0.0 SRCE 77.2 (N/A) 6.9 140 FTG ETCG PE -0.2 BOR 0.5 0_0 73.3 0.0 0.017 TL 220.00 PV 0.3 NOTES: (1) Calculations were performed by the HASS 6.5.0 computer program under license no. 16100049 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.105 gpm. (3) velocity pressures are printed for infonnation only, and are not used in balancing the system. Maximum water velocity is 23.6 ft/sec at pipe 16. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 12/03/2000 0009B.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "B" (4) PIPE FITTINGS TABLE Pipe Table Name: CUS.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G E11 Tee LngEll ChkVlv BfyVlv GatVlv 4_220 18.00 36.00 11.00 39_00 22.00 4.00 PAGE: F MATERIAL: DYNA40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D E11 Tee 45-ELL ChkVlv BfyVlv GatVlv A1mVlv DryVlv F N O W FLok45 FLOk45 FLOk-T WtrFlo 2.115 5.60 11.20 2.20 12.30 6.70 1.10 11.20 25.70 2.00 3.90 9.50 11.20 PAGE: G MATER Diameter (in) E E11 F FLOk45 CAL: DynaFl HWC: 120 Equivalent Fitting Lengths in Feet T L C B G A D Tee 45-E11 ChkVlv BfyVlv GatVlv A1mVlv DryVlv N 0 W FLok90 FLok-T WtrFlo 3.340 10.60 22.60 4.50 21.10 15.10 1.50 19.60 43.80 3.90 7.50 19.60 10.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C G B E11 Tee 45-Ell ChkVlv GatVlv BfyVlv 0.811 2.00 3.00 0.50 3.00 0.10 6.00 1.291 3.00 5.50 1.00 5.50 0.10 6.00 1.527 4.00 7.00 1.50 6.50 0.10 7.60 2.009 5.50 9.00 2.00 9.00 0_50 9_10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 12/03/2000 JOB TITLE: Glory of God Luthern Church - Remote Area "B" WATER SUPPLY CURVE 84+ ~ 0\ 77+ X \ ~ 70+ \ ~ 63+ \ ~ P 56+ \ R I ~ E * <-52.2 psi @ 1204 gpm S Flow Test Point S 49+ U R E 42+ ~ P S I 35+ 28+ 21+ 14+ LEGEND " I X= Required Water Supply " 77.15 psi @ 398.8 gpm " 7+ " 0 = Available Water Supply " 78.84 psi @ 398.8 gpm " ~ Page 5 0009B.SDF i 0++-+---+----+-----+------+--------+--------+---------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) MOUNrAIN STATES FIRE PROTECTION, INC. 1220 S. INCA DENVER, CO. 80223 HYDRAULIC CALCULATIONS FOR Glory of God Luthern Church Wheatridge, Colorado FILE NUMBER: 0009C 12/02/00 Remote Area "C" -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard Group 1& Quick Response DENSITY: .10 gpm / sq. ft. AREA OF APPLICATION: 556 sq.ft. (entire room) COVEI2AGE PER SPRINKLER: Varies NUMBER OF SPRINKLERS CALCULATED: 7 sprinklers TOTAL SPRTNKLER WATER FLOW REQUIRED: 139.0 gpm TOTAL WATER REQUIRBD (including hose): 389.0 gpm FLOW AND PRESSURfi (@ BOR): 139_0 gpm @ 66.5 psi SPRINKLPsR ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: MOUNTAIN STATES FIRE PROTECTION, INC. DESIGN/LAYOUT BY: STEVE KYLE AUTHORITY HAVING JURISDICTION: Wheatridge Building & Fire Departments ~ CALCULATIONS BY HASS COMPUTER PROGRAM fiRS SYSTEMS, INC. ATLANTA, GA EQUIVALENT K-FACTOR CALCULATOR Node Spr. Press. Pipe dia. Pipe Ftgs. Total H-W Equiv. Name K-fac. (psi) (in) Len.(ft) Len.(ft) coef. K-fac. 36,37,38 5.60 11.9 0.811 1.00 T 4.00 150 5.35 42,43,44 5.60 11.9 0.811 1.00 T 4.00 150 5.35 45 5.60 11.9 0.811 1.00 T 4.00 150 5.35 SPRINKLER SYSTSM HYDRAULIC ANALYSIS Date: 12/03/2000 JOB TI TLE: Glory of God Luthern Church - Remote Area "C" WATER SUPPLY DATA SOURCE STATIC RFsSID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SUP 82.8 52.2 1204.0 79.0 389.0 AGGREGATE FLOW ANALYSIS: Page 1 0009C.SDF REQ'D PRESS. (PSI) 67.6 TOTAL FLOW AT SOURCP 389.0 GPM TOTAL HOSS STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM AI,LOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 139.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PR£SSURE DISCHARGE (FT) (PSI) (GPM) 24 8.8 - - - - 52.3 - - - 25 9.2 - - - - 52.0 - - - 32 11.5 - - - - 51.2 - - - 35 9.1 - - - - 52.3 - - - 36 9.0 K= 5.35 14.2 20.2 37 9.0 K= 5.35 14.0 20.0 38 9.0 K= 5.35 14.5 20.3 39 10.0 - - - - 15.4 - - - 40 15.7 - - - - 25.2 - - - 41 10.0 - - - - 22.6 - - - 42 9.0 K= 5.35 13.5 19.6 43 9.0 K= 5.35 13.0 19.3 44 9.0 K= 5.35 13.0 19.3 45 9.0 K= 5.35 14.3 20.2 46 10.0 - - - - 16.0 - - - 47 17.3 - - - - 31.4 - - - 48 17.3 - - - - 31.4 - - - 49 15.7 - - - - 33.9 - - - 50 17.3 - - - - 31.7 - - - 51 17.3 - - - - 30.9 - - - 52 15.7 - - - - 30.1 - - - 53 15.7 - - - - 28.7 - - - 54 15.7 - - - - 29.5 - - - 58 13.4 - - - - 25.9 - - - 59 15.7 - - - - 31.8 - - - 67 13.4 - - - - 30.5 - - - 68 15.7 - - - - 36.6 - - - 69 9.6 - - - - 41.4 - - - 70 9.6 - - - - 35.6 - - - 71 9.6 - - - - 42.5 - - - 72 9.6 - - - - 35.9 - - - 73 9.6 - - - - 46.6 - - - 74 9.1 - - - - 51.6 - - - 75 9.1 - - - - 52.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 12/03/2000 JOB TITLE: Glory of God Luthern Church - Remote Area "C" NODE TAG ELEVATION NODE TYPE PRgSSURE DISCHARGE (FT) (PSI) (GPM) 76 9.1 - - - - 52.8 - - - BOR 0_5 - - - - 66.5 - - - BFS 2.0 - - - - 65.7 - - - BFD 2.0 - - - - 56.7 - - - SUP 0.0 SOURCE 67.6 139.0 Page 2 0009C.SDF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 12/03/2000 000 9C.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "C" PIPE DATA PIPE TAG Q(GPM) DIA(IN ) LENGTH PRE SS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) ( FT) S iTM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PS I) Pipe: 1 22.9 1.527 PL 0.54 PF 0.1 24 8.8 0.0 52.3 0.0 4.0 150 FTG T PE -0.2 25 9.2 0_0 52.0 0.0 0.018 TL 7.54 PV 0.1 Pipe: 2 -6.5 1.527 PL 88.50 PF 0.2 25 9.2 0.0 52.0 0.0 1.1 150 FTG 6ET PE -1.0 32 11.5 0.0 51.2 0.0 0.002 TL 1 19.50 PV 0.0 Pipe: 3 -6.5 2.009 PL 60.08 PF 0.0 32 11.5 0.0 51.2 0.0 0.7 150 FTG 3E PE 1.0 35 9.1 0.0 52.3 0.0 0.000 TL 76.58 PV 0.0 Pipe: 4 22.9 2.009 PL 13.92 PF 0.1 35 9.1 0.0 52.3 0.0 2.3 150 FTG T PE 0.1 24 8.8 0_0 52.3 0.0 0.005 TL 22.92 PV 0.0 Pipe: 5 65.5 1.291 PL 9.29 PF 5.0 40 15.7 0.0 25.2 0.0 16.0 150 FTG ET PE 2.5 41 10.0 0.0 22.6 0.0 0.281 TL 17.79 PV 1.7 Pipe- 6 28.2 1.055 PL 44.16 PF 8.9 41 10.0 0.0 22.6 0.0 10.3 150 FTG 3ET PE 0.4 36 9.0 5.3 14.2 20.2 0.158 TL 56_16 PV 0.7 Pipe: 7 8.0 1.055 PL 14.00 PF 0.2 36 9.0 5.3 14.2 20.2 2.9 150 FTG PE 0.0 37 9.0 5.3 14.0 20.0 0.015 TL 14.00 PV 0.1 Pipe: 8 -12.0 1.055 PL 14.00 PF 0.5 37 9.0 5.3 14.0 20.0 4.4 150 FTG PE 0.0 38 9.0 5.3 14.5 20.3 0.033 TL 14.00 PV 0.1 Pipe: 9 -32.4 1.055 PL 2.17 PF 1.4 38 9.0 5.3 14.5 20.3 11.9 150 FTG T PE -0.4 39 10.0 0.0 15.4 0.0 0.204 TL 6.67 PV 0.9 Pipe: 10 37.3 1.055 PL 36.17 PF 9.6 41 10.0 0.0 22.6 0.0 13.7 150 FTG PE 0.4 42 9.0 5.3 13.5 19.6 0.265 TL 36.17 PV 1.3 Pipe: il 17.7 1.055 PL 7.00 PF 0.5 42 9.0 5.3 13.5 19.6 6.5 150 FTG PE 0.0 43 9.0 5.3 13.0 19.3 0.066 TL 7.00 PV 0.3 Pipe: 12 -1.6 1.055 PL 7.00 PF 0.0 43 9.0 5.3 13.0 19.3 0.6 150 FTG PE 0.0 44 9.0 5.3 13.0 19.3 0.001 TL 7.00 PV 0.0 Pipe: 13 -20.9 1.055 PL 14.00 PF 1.3 44 9.0 5.3 13.0 19.3 7.7 150 FTG PE 0.0 45 9.0 5.3 14.3 20.2 0.091 TL 14.00 PV 0.4 SPRINKI,ER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 12/ 03/2000 000 9C.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "C" PIPE DATA (cont. ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRfi SS. END ELEV. NOZ. PT DISC. VEL(FPS ) HW(C) ( FT) S I7M. NODES (FT) (K) (PSI) (GPM) F.L./FT (PS I) Pipe: 14 -41.2 1.055 PL 2.17 PF 2.1 45 9.0 5.3 14.3 20.2 15.1 150 FTG T PE -0.4 46 10.0 0.0 16.0 0.0 0.319 TL 6.67 PV 1.5 Pipe: 15 32.4 1.291 PL 8.00 PF 0.6 46 10.0 0.0 16.0 0.0 7.9 150 FTG PE 0.0 39 10.0 0.0 15.4 0.0 0.076 TL 8_00 PV 0.4 Pipe: 16 16.8 1.291 PL 70.75 PF 2.0 47 17.3 0.0 31.4 0.0 4.1 150 FTG E2T2L PE 0.7 52 15.7 0.0 30.1 0.0 0.023 TL 86.75 PV 0.1 Pipe: 17 0.5 1.291 PL 12.58 PF 0_0 48 17.3 0.0 31.4 0.0 0.1 150 FTG 2T PE 0.0 47 17.3 0.0 31.4 0.0 0.000 TL 23.58 PV 0.0 Pipe: 18 16.2 1.291 PL 62.96 PF 1.8 49 15.7 0.0 33.9 0.0 4.0 150 FTG 7E PE -0.7 47 17.3 0.0 31.4 0.0 0.021 TL 83.96 PV 0.1 Pipe: 19 28.7 1.291 PL 15.33 PF 1.5 49 15.7 0.0 33.9 0.0 7.0 150 FTG ET PE -0.7 50 17.3 0.0 31.7 0.0 0.061 TL 23.83 PV 0.3 Pipe: 20 6.7 1.055 PL 21.50 PF 0.3 50 17.3 0_0 31.7 0,0 2.5 150 FTG 2T PE 0.0 48 17.3 0.0 31.4 0.0 0.011 TL 30.50 PV 0.0 Pipe: 21 22.0 1.291 PL 21.50 PF 0.8 50 17.3 0.0 31.7 0.0 5.4 150 FTG PE 0.0 51 17.3 0.0 30.9 0.0 0.037 TL 21.50 PV 0.2 Pipe: 22 -6.2 1.055 PL 40.00 PF 0.5 51 17.3 0.0 30.9 0.0 2.3 150 FTG 2T PE 0.0 48 17.3 0.0 31.4 0.0 0.010 TL 49.00 PV 0.0 Pipe: 23 28.1 1.291 PL 16.83 PE 1.5 51 17.3 0.0 30.9 0.0 6.9 150 FTG ET PE 0.7 52 15.7 0.0 30.1 0.0 0.059 TL 25.33 PV 0.3 Pipe: 24 44.9 1.291 PL 4.83 PF 1.4 52 15.7 0.0 30.1 0.0 11.0 150 FTG T PE 0.0 53 15.7 0.0 28.7 0.0 0.140 TL 10.33 PV 0.8 Pipe: 25 65.5 1.291 PL 6.96 PF 3.5 53 15.7 0.0 28.7 0.0 16.0 150 FTG T PE 0.0 40 15.7 0.0 25.2 0.0 0.281 TL 12.46 PV 1.7 Pipe: 26 20.6 1.291 PL 24.17 PF 0.9 54 15.7 0.0 29.5 0.0 5.0 150 FTG 2L PE 0.0 53 15.7 0.0 28.7 0.0 0.033 TL 26.17 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date : 12/ 03/2000 0009C.SDF JOB TITLE: Glory of God Lut hern Chu rch - Remote Area "C" PIPE DATA (cont. ) PIPE TAG Q(GPM) DIA(IN ) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 17.0 1.055 PL 60.87 PF 4.6 54 15.7 0.0 29.5 0.0 6.2 150 FTG 2E2T PE 1.0 58 13.4 0.0 25_9 0_0 0.062 TL 74.87 PV 0.3 Pipe: 28 73.5 1.291 PL 24.17 PF 11.4 58 13.4 0.0 25.9 0.0 18.0 150 FTG ET PE 1.5 46 10.0 0.0 16_0 0.0 0.348 TL 32.67 PV 2.2 Pipe: 29 37.6 1.291 PL 22.50 PF 2.3 59 15.7 0.0 31.8 0.0 9.2 150 FTG PE 0.0 54 15.7 0_0 29.5 0.0 0.101 TL 22.50 PV 0.6 Pipe: 30 19.3 1.291 PL 60.87 PF 2.3 59 15.7 0.0 31.8 0.0 4.7 150 FTG 2E2T PE 1.0 67 13.4 0.0 30.5 0.0 0.029 TL 77.87 PV 0.2 Pipe: 31 56.5 1.291 PL 21.50 PF 4.6 67 13.4 0.0 30.5 0.0 13.9 150 FTG PE 0.0 58 13.4 0.0 25.9 0.0 0.214 TL 21.50 PV 1.3 Pipe: 32 44.9 1.291 PL 14.25 PF 2.8 68 15.7 0.0 36.6 0.0 11.0 150 FTG T PE 0.0 49 15.7 0.0 33.9 0.0 0.140 TL 19.75 PV 0.8 Pipe: 33 56.9 1.291 PL 14.75 PF 4.8 68 15.7 0.0 36.6 0.0 13.9 150 FTG T2L PE 0.0 59 15.7 0.0 31.8 0.0 0.217 TL 22.25 PV 1.3 Pipe: 34 101.8 2.009 PL 15.92 PF 2.1 69 9.6 0.0 41.4 0.0 10.3 150 FTG 2EL PE -2.6 68 15_7 0.0 36.6 0.0 0.074 TL 28.92 PV 0.7 Pipe: 35 18.5 1.055 PL 65.00 PF 5.8 69 9_6 0.0 41.4 0.0 6.8 150 FTG 2E2TL PE 0.0 70 9.6 0.0 35.6 0.0 0_073 TL 80.00 PV 0.3 Pipe: 36 37.2 1.291 PL 25.83 PF 3.4 70 9.6 0.0 35.6 0.0 9.1 150 FTG 3E PE -1.6 67 13.4 0.0 30.5 0.0 0.099 TL 34.83 PV 0.6 Pipe: 37 120.3 2.009 PL 10.62 PF 1.1 71 9.6 0_0 42.5 0.0 12.2 150 FTG PE 0.0 69 9.6 0.0 41.4 0.0 0.101 TL 10.62 PV 1.0 Pipe: 38 18.7 1.055 PL 74.46 PF 6.6 71 9.6 0.0 42.5 0.0 6.9 150 FTG 2E2TL PE 0.0 72 9.6 0.0 35.9 0.0 0.074 TL 89.46 PV 0.3 Pipe: 39 18.7 1.291 PL 10.50 PF 0.3 72 9.6 0.0 35.9 0.0 4.6 150 FTG PE 0.0 70 9.6 0.0 35.6 0.0 0.028 TL 10.50 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 12/ 03/2000 0009C.SDF JOB T ITLE: Glory of God Luthern Church - Remote Area "C" PIPE DATA (cont. ) PIPE TAG Q(GPM) DIA(IN) LfiNGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS ) HW(C) (FT) Si7M. NODBS (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 40 -29.3 1.291 PL 68.16 PF 5.2 73 9.6 0.0 46_6 0.0 7.2 150 FTG E2T PE 0.2 25 9.2 0.0 52.0 0.0 0.064 TL 82.16 PV 0.3 Pipe: 41 139.0 2.009 PL 29.46 PF 4.1 73 9.6 0.0 46.6 0.0 14.1 150 FTG L PE 0.0 71 9.6 0.0 42.5 0.0 0.131 TL 31.46 PV 1_3 Pipe: 42 109.7 2.009 PL 34.79 PF 4.8 74 9.1 0.0 51_6 0.0 11.1 150 FTG 4E PE -0.2 73 9.6 0.0 46.6 0.0 0.085 TL 56.79 PV 0.8 Pipe: 43 109.7 2.115 PL 0.79 PF 1.2 76 9.1 0.0 52.8 0.0 10.0 120 FTG T PE 0.0 74 9.1 0.0 51.6 0.0 0.100 TL 11.99 PV 0_7 Pipe: 44 29.3 2.009 PL 47.16 PF 0.4 75 9.1 0.0 52.7 0.0 3.0 150 FTG 2E PE 0.0 35 9.1 0.0 52.3 0.0 0.007 TL 58.16 PV 0.1 Pipe: 45 29.3 2.115 PL 0.79 PF 0.1 76 9.1 0.0 52.8 0.0 2.7 120 FTG T PE 0.0 75 9.1 0.0 52.7 0.0 0.009 TL 11.99 PV 0.0 Pipe: 46 139.0 3.340 PL 15.54 PF 0.8 BFD 2.0 0.0 56.7 0.0 5.1 120 FTG 2EW PE -3.1 76 9.1 0.0 52.8 0.0 0.017 TL 46.74 PV 0.2 Pipe: 47 FIXED PRESSURE LOSS DE VICE BFS 2.0 0.0 65.7 0.0 9.0 psi, 1 39.0 gpm BFD 2.0 0.0 56.7 0_0 Pipe: 48 139.0 3.340 PL 1.92 PF 0.2 BOR 0.5 0.0 66.5 0.0 5.1 120 FTG $ PE -0.6 BFS 2_0 0.0 65.7 0.0 0.017 TL 12.52 PV 0.2 Pipe: 49 139.0 4.220 PL 123.00 PF 0.9 SUP 0.0 SRCE 67.6 (N/A) 3.2 140 FTG ETCG PE -0.2 BOR 0.5 0.0 66.5 0.0 0.004 TL 220.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 6.5.0 computer program under license no. 16100049 granted by HRS Systems, Inc. 4792 LaVista Road 'Iucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.118 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 12/03/2000 0009C.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "C" (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 18.0 ft/sec at pipe 28. (4) PIPE FITTINGS TABLE Pipe Table Name: CUS.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G E11 Tee LngEll ChkVlv BfyVlv GatVlv 4_220 18.00 36.00 11.00 39.00 22.00 4.00 PAGE: F MATFRIAL: DYNA40 FiWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 45-ELL ChkVlv BfyVlv GatVlv A1mVlv DryVlv F - N O W FLok45 FLOk45 FLOk-T WtrFlo 2.115 5.60 11.20 2.20 12.30 6.70 1.10 11.20 25.70 2.00 3.90 9.50 11.20 PAGE: G MATERIAL: DynaFl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D E11 Tee 45-E11 ChkVlv BfyVlv GatVlv AlmVlv DryVlv F N O W FLok45 FLok90 FLOk-T WtrFlo 3.340 10.60 22.60 4.50 21.10 15.10 1.50 19.60 43.80 3.90 7.50 19.60 10.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C G B E11 Tee 45-511 ChkVlv Gatvlv BfyVlv 1.055 2.50 4.50 1.00 4.50 0.10 6.00 1.291 3.00 5.50 1.00 5.50 0.10 6.00 1.527 4.00 7.00 1.50 6.50 0.10 7.60 2.009 5.50 9_00 2.00 9.00 0.50 9.10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 12/03/2000 JOB TITLE: Glory of God Luthern Church - Remote Area "C" WATER SUPPLY CURVE 84+ I \0\ 77+ \ ~ 70+ \ X ~ 63+ \ ~ P 56+ \ R I ~ E * <-52.2 psi @ 1204 gpm S Flow Test Point S 49+ U I R E 42+ ( ( P S I 35+ 28+ 21+ 1______________________________ 14+ LEGEND " I X= Required Water Supply " 67.64 psi @ 389.0 gpm " 7+ " I 0= Available Water Supply " 79.02 psi @ 389.0 gpm " ~ Page 8 0009C.SDF 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 0 MOUNTAIN STATES FZRE PROTECTION, INC. 1220 S. INCA DENVER, CO. 80223 HYDRAULIC CALCULATIONS FOR Glory of God Luthern Church wheatridge, Colorado FILE NUMBER: 0009D 12/02/00 Remote Area "D" -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard & Quick Response DENSITY: .10 gpm / sq. ft. AREA OF APPLICATION: 1224 sq.ft. (1006 sq.ft. required) COVERAGE PER SPRINKLER: 20 ft. x 20 ft. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 171.9 gpm TOTAL WATER REQUIRED (including hose): 271.9 gpm FLOW AND PRESSURE (@ BOR): 171.9 gpm @ 74.2 psi SPRINKLER ORIFICE SIZE: 17/32 inch MINIMUM REQUIRED FLOW: 32.0 gpm NAME OF CONTRACTOR= MOUNTAIN STATES FIRE PROTECTION, INC. DESIGN/LAYOUT BY: STEVE KYLE AUTHORITY HAVING JURISDICTION: Wheatridge Building & Fire Departments CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 12/03/2000 0009D.SDF JOB TI TLE: Glory of God Luthern Church - Remote Area "D" WATER SUPPLY DATA SOURCE STATIC RI35ID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ D$MAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SUP 82.8 52.2 1204_0 80.8 271.9 75.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 271.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANC£sS 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 171.9 GPM ~ NODE ANALYSIS DATA NODE TAG £LEVATION NODE TYPE PRfiSSURE DISCHARGE (FT) (PSI) (GPM) 24 8.8 - - - - 59.2 - - - 25 9.2 - - - - 58.9 - - - 32 11.5 - - - - 58_2 - - - 35 9.1 - - - - 59_3 - - - 39 10.0 - - - - 26.5 - - - 40 12.7 - - - - 30.0 - - - 41 10.0 - - - - 30.1 - - - 46 10.0 - - - - 26.4 - - - 47 17.3 - - - - 32.3 - - - 48 17.3 - - - - 32.3 - - - 49 15.7 - - - - 34_9 - - - 50 17.3 - - - - 32.7 - - - 51 17.3 - - - - 31.8 - - - 52 15.7 - - - - 31.0 - - - 53 15.7 - - - - 29.5 - - - 54 15_7 - - - - 28.8 - - - 55 14.0 K= 8.00 16.3 32.3 56 13.7 K= 8.00 16_0 32.0 57 13.5 K= 8.00 17.3 33.2 58 13.4 - - - - 22.9 - - - 59 15.7 - - - - 30.1 - - - 61 13.7 - - - - 23.1 - - - 62 13.7 K= 8.00 21.6 37.2 64 13.5 - - - - 23.1 - - - 65 13.5 K= 8.00 21.6 37_2 67 13.4 - - - - 23.9 - - - 68 15.7 - - - - 37.8 - - - 69 9.6 - - - - 43.3 - - - 70 9.6 - - - - 32.0 - - - 71 9.6 - - - - 44.5 - - - 72 9.6 - - - - 32.6 - - - 73 9.6 - - - - 50.9 - - - 74 9.1 - - - - 58.3 - - - 75 9.1 - - - - ' 59.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 12/03/2000 0009D.SDF JOB TITLS: Glory of God Luthern Church - Remote Area "D" NODE TAG fiLEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 76 9.1 - - - - 60.0 - - - BOR 0.5 - - - - 74.2 - - - BFS 2.0 - - - - 73.3 - - - BFD 2.0 - - - - 64.3 - - - SUP 0_0 SOURCE 75.8 171.9 SPRZNKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 12/03/2000 000 9D.SDF JOB TITLE: Glory of God Luth ern Chu rch - Remote Area "D" PIPE DATA PIPE TAG Q(GPM) DIA(IN ) LSNGTFI PRfi S5. END ELEV. NOZ. PT DISC. VfiL(FPS ) HW(C) ( FT) S LiM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PS I) Pipe: 1 28.3 1.527 PL 0.54 PF 0.2 24 8.8 0.0 59.2 0.0 5.0 150 FTG T PE -0_2 25 9.2 0.0 58.9 0.0 0.026 TL 7.54 PV 0.2 Pipe: 2 -8.0 1.527 PL 88.50 PF 0.3 25 9.2 0.0 58.9 0.0 1.4 150 FTG 6ET PE -1.0 32 11_5 0.0 58.2 0.0 0.003 TL 1 19.50 PV 0.0 Pipe: 3 -8.0 2.009 PL 60.08 PF 0.1 32 11.5 0.0 58.2 0.0 0.8 150 FTG 3E PE 1.0 35 9.1 0.0 59.3 0.0 0.001 TL 76.58 PV 0.0 Pipe: 4 28.3 2.009 PL 13.92 PF 0.2 35 9.1 0.0 59.3 0.0 2.9 150 FTG T PE 0.1 24 8.8 0.0 59.2 0_0 0.007 TL 22.92 PV 0.1 Pipe: 5 28.8 1.291 PL 9.29 PF 1.1 40 12.7 0.0 30.0 0.0 7.1 150 FTG ET PE 1.2 41 10.0 0.0 30_1 0.0 0.062 TL 17.79 PV 0.3 Pipe: 6 13.3 1.055 PL 74.33 PF 3.6 41 10.0 0.0 30.1 0.0 4.9 150 FTG 3Fs2T PE 0.0 39 10.0 0.0 26.5 0.0 0.039 TL 90.83 PV 0.2 Pipe: 7 15.5 1.055 PL 66.33 PF 3.7 41 10.0 0.0 30.1 0.0 5.7 150 FTG T PE 0.0 46 10.0 0.0 26.4 0.0 0.052 TL 70.83 PV 0.2 Pipe: 8 -13.3 1.291 PL 8.00 PF 0.1 46 10.0 0.0 26.4 0.0 3.3 150 FTG PE 0.0 39 10.0 0.0 26_5 0.0 0.015 TL 8.00 PV 0.1 Pipe: 9 17.2 1.291 PL 70.75 PF 2.0 47 17.3 0.0 32.3 0.0 4.2 150 FTG E2T2L PE 0.7 52 15.7 0.0 31.0 0.0 0.024 TL 86.75 PV 0.1 Pipe: 10 0.5 1.291 PL 12.58 PF 0.0 48 17.3 0.0 32.3 0.0 0.1 150 FTG 2T PE 0.0 47 17.3 0.0 32.3 0.0 0.000 TL 23.58 PV 0.0 Pipe: 11 16.6 1.291 PL 62_96 PF 1.9 49 15.7 0.0 34.9 0_0 4.1 150 FTG 7E PE -0.7 47 17_3 0.0 32_3 0.0 0.022 TL 83_96 PV 0.1 Pipe: 12 29.4 1.291 PL 15.33 PF 1.5 49 15.7 0.0 34.9 0.0 7.2 150 FTG ET PE -0.7 ~ 50 17.3 0.0 32.7 0.0 0.064 TL 23.83 PV 0.3 Pipe: 13 6.8 1.055 PL 21.50 PF 0.4 50 17.3 0.0 32.7 0.0 2.5 150 FTG 2T PE 0.0 48 17.3 0.0 32.3 0.0 0.012 'TL 30.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Da te: 12/ 03/2000 0009D.SDF JOB TITLE: Glozy of God Lut hern Ch urch - Remote Area "D" PI PB DATA (cont. ) PI Pfi TAG Q(GPM) DIA(IN) LfiNGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS ) HW(C) (FT) SIJM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 22.5 1.291 PL 21_50 PF 0.8 50 17.3 0.0 32.7 0.0 5.5 150 FTG PE 0.0 51 17.3 0_0 31.8 0.0 0.039 TL 21.50 PV 0.2 Pipe: 15 -6.3 1.055 PL 40.00 PF 0.5 51 17.3 0.0 31.8 0.0 2.3 150 FTG 2T PE 0.0 48 17.3 0_0 32.3 0.0 0.010 TL 49.00 PV 0.0 Pipe: 16 28.8 1.291 PL 16.83 PF 1.6 51 17.3 0.0 31.8 0.0 7.1 150 FTG ET PE 0.7 52 15.7 0.0 31.0 0.0 0.062 TL 25.33 PV 0.3 Pipe: 17 46.0 1.291 PL 4.83 PF 1.5 52 15.7 0.0 31.0 0.0 11.3 150 FTG T PE 0.0 53 15_7 0.0 29.5 0.0 0.146 TL 10.33 PV 0.9 Pipe: 18 28.8 1.291 PL 6.96 PF 0.8 53 15.7 0.0 29.5 0.0 7.1 150 FTG T PE 1.3 40 12.7 0.0 30.0 0.0 0.062 TL 12.46 PV 0.3 Pip2: 19 -17.2 1.291 PL 24.17 PF 0.6 54 15.7 0.0 28.8 0.0 4.2 150 FTG 2L PE 0.0 53 15.7 0.0 29.5 0.0 0.024 TL 26.17 PV 0.1 Pipe: 20 44.1 1.055 PL 27.21 PF 13.3 54 15.7 0.0 28.8 0.0 16.2 150 FTG 2ET PE 0.7 55 14_0 8.0 16.3 32.3 0.362 TL 36.71 PV 1.8 Pipe: 21 11.8 1.055 PL 13.67 PF 0.4 55 14.0 8.0 16.3 32.3 4.3 150 FTG PE 0.1 56 13.7 8.0 16.0 32.0 0.032 TL 13.67 PV 0.1 Pipe: 22 -20.2 1.055 PL 13.67 PF 1.2 56 13.7 8.0 16.0 32.0 7.4 150 FTG PE 0.1 57 13.5 8_0 17.3 33.2 0.085 TL 13.67 PV 0.4 Pipe: 23 -53.4 1.055 PL 6.33 PF 5.6 57 13.5 8.0 17.3 33.2 19.6 150 FTG T PE 0.0 58 13.4 0.0 22.9 0_0 0.516 TL 10.83 PV 2.6 Pipe: 24 -28.8 1.291 PL 24.17 PF 2.0 58 13.4 0.0 22.9 0.0 7.1 150 FTG ET PE 1.5 46 10_0 0.0 26.4 0.0 0.062 TL 32.67 PV 0.3 Pipe: 25 26.9 1.291 PL 22.50 PF 1.2 59 15.7 0.0 30.1 0.0 6.6 150 FTG PE 0.0 54 15.7 0.0 28.8 0.0 0.054 TL 22.50 PV 0.3 Pipe: 26 46.4 1.291 PL 40.87 PF 7.8 59 15.7 0.0 30.1 0.0 11_4 150 FTG 2ET PE 0.9 61 13.7 0.0 23_1 0.0 0.149 TL 52.37 PV 0.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 12/03/2000 0009D.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "D" PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 37.2 1.055 PL 1.33 PF 1.5 61 13.7 0.0 23.1 0.0 13.6 150 FTG T PE 0.0 62 13.7 8.0 21.6 37.2 0.264 TL 5.83 PV 1.3 Pipe: 28 61 13.7 64 13.5 Pipe: 29 64 13.5 65 13.5 Pipe: 30 64 13.5 67 13.4 Pipe: 31 67 13.4 58 13.4 Pipe: 32 68 15.7 49 15.7 Pipe: 33 68 15.7 59 15.7 Pipe: 34 69 9.6 68 15.7 Pipe: 35 69 9.6 70 9.6 Pipe: 36 70 9.6 67 13.4 Pipe: 37 71 9.6 69 9.6 Pipe: 38 71 9.6 72 9.6 Pipe: 39 72 9.6 70 9.6 0.0 23.1 0.0 23.1 0.0 23.1 8_0 21.6 0.0 23.1 0.0 23.9 0.0 23.9 0.0 22.9 0.0 37.8 0.0 34.9 0.0 37.8 0.0 30.1 0.0 43.3 0.0 37.8 0.0 43.3 0_0 32_0 0.0 32.0 0.0 23.9 0.0 44.8 0.0 43.3 0.0 44.8 0.0 32.6 0.0 32.6 0.0 32.0 9.2 1.291 PL 13.67 PF 0.1 0.0 2.3 150 FTG PE 0.1 0.0 0.007 TL 13.67 PV 0.0 37.2 1.055 PL 1.33 PF 1.5 0.0 13.6 150 FTG T PE 0.0 37_2 0.264 TL 5.83 PV 1.3 -28.0 1.291 PL 6.33 PF 0.7 0.0 6.9 150 FTG T PE 0.0 0.0 0.058 TL 11.83 PV 0_3 24.6 1.291 PL 21.50 PF 1.0 0.0 6.0 150 FTG PE 0.0 0.0 0.046 TL 21.50 PV 0.2 46.0 1.291 PL 14.25 PF 2.9 0.0 11.3 150 FTG T PE 0.0 0.0 0.146 TL 19.75 PV 0.9 73.3 1.291 PL 14.75 PF 7.7 0.0 18.0 150 FTG T2L PE 0.0 0.0 0.347 TL 22.25 PV 2.2 119.3 2.009 PL 15.92 PF 2•9 0.0 12.1 150 FTG 2EL PE -2.6 0.0 0.099 TL 28.92 PV 1.0 26.5 1.055 PL 65.00 PF 11.3 0.0 9.7 150 FTG 2fi2TL PE 0.0 0.0 0.141 TL 50.00 PV 0.6 52.6 1.291 PL 25.83 PF 6.5 0.0 12.9 150 FTG 3E PE -1.6 0.0 0.187 TL 34.83 PV 1.1 145.8 2.009 PL 10.62 PF 1.5 0.0 14.8 150 FTG PE 0.0 0.0 0_143 TL 10.62 PV 1.5 26.1 1.055 PL 74.46 PF 12.2 0.0 9.6 150 FTG 2E2TL PE 0.0 0.0 0_137 TL 89.46 PV 0.6 26.1 1.291 PL 10.50 PF 0.5 0.0 6_4 150 FTG PE 0.0 0.0 0.051 TL 10.50 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 12/ 03/2000 000 9D.SDF JOB TITLE: Glory of God Luthern Church - Remote Are a "D" PIPE DATA (cont. ) PIPB TAG Q(GPM) DIA(IN) L ENGTH PRE SS. END ELEV. NOZ. PT DISC. VEL(FPS ) HW(C) (FT) S UM_ NODES (FT) (K) (PSI) (GPM) F.L./FT (PS I) Pipe: 40 -36.3 1.291 PL 68.16 PF 7.7 73 9.6 0,0 50.9 0.0 8.9 150 FTG E2T PE 0.2 25 9.2 0.0 58.9 0.0 0.094 TL 82.16 PV 0.5 Pipe: 41 171.9 2.009 PL 29.46 PF 6.1 73 9.6 0.0 50.9 0.0 17.4 150 FTG L PE 0.0 71 9.6 0.0 44.8 0.0 0.195 TL 31.46 PV 2.0 Pipe: 42 135.6 2.009 PL 34.79 PF 7.1 74 9.1 0.0 58.3 0.0 13.7 150 FTG 4E PE -0.2 73 9.6 0.0 50.9 0.0 0.125 TL 56.79 PV 1_3 Pipe: 43 135.6 2.115 PL 0.79 PF 1.8 76 9.1 0.0 60.0 0.0 12.4 120 FTG T PE 0.0 74 9.1 0.0 58.3 0.0 0.148 TL 11.99 PV 1.0 Pipe: 44 36.3 2.009 PL 47.16 PF 0.6 75 9.1 0.0 59.9 0.0 3.7 150 FTG 2E PE 0.0 35 9.1 0.0 59.3 0.0 0.011 TL 58_16 PV 0.1 Pipe: 45 36.3 2.115 PL 0.79 PF 0.2 76 9.1 0.0 60.0 0.0 3.3 120 FTG T PE 0.0 75 9_1 0.0 59.9 0.0 0.013 TL 11.99 PV 0_1 Pipe: 46 171.9 3.340 PL 15.54 PF 1.2 BFD 2.0 0.0 64.3 0.0 6.3 120 FTG 2EW PE -3.1 76 9.1 0.0 60.0 0.0 0.025 TL 46.74 PV 0.3 Pipe: 47 FIXED PRESSURE LOSS DEVICE BFS 2.0 0.0 73.3 0.0 9 .0 psi, 1 71.9 gpm BFD 2.0 0.0 64.3 0.0 Pipe: 48 171.9 3.340 PL 1.92 PF 0.3 BOR 0.5 0.0 74.2 0.0 6.3 120 FTG E PE -0.6 BFS 2.0 0.0 73.3 0.0 0.025 TL 12.52 PV 0.3 Pipe: 49 171.9 4.220 PL 123.00 PF 1.3 SUP 0.0 SRCE 75.8 (N/A) 3.9 140 FTG ETCG PE -0.2 BOR 0.5 0.0 74.2 0.0 0.006 TL 220.00 PV 0.1 NOTES : (1) Calcu lations were performed by the HA SS 6.5. 0 c omputer prog ram under license no. 16100049 granted by HRS Systems, Inc. 479 2 LaVista Road Tucker, GA 3008 4 (2) The s ystem has been balanced to provi de an average imbal ance at each node of 0.003 gpm a nd a maximum imbal ance at any n ode of 0.111 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 12/03/2000 0009D.SDF JOB TITLB: Glory of God Luthern Church - Remote Area "D" (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 19.6 ftJsec at pipe 23. (4) PIPE FITTINGS TABLS Pipe Table Name: CUS.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G E11 Tee LngEll ChkVlv BfyVlv GatVlv 4_220 18.00 36.00 11.00 39.00 22.00 4_00 PAGE: F MATERIAL: DYNA40 HWC- 120 Diameter Bquivalent Fitting Lengths in Feet (in) E T L C B G A D E11 Tee 45-ELL ChkVlv BfyVlv GatVlv A1mVlv DryVlv F N O W FLok45 FLok45 FLOk-T WtrFlo 2.115 5_60 11.20 2.20 12.30 6.70 1_10 11.20 25.70 2.00 3.90 9.50 11.20 PAGE: G MATERIAL: DynaFl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D E11 Tee 45-£11 ChkVlv BfyVlv GatVlv A1mVlv DryVlv F N O W FLOk45 FLok90 FLok-T WtrFlo 3.340 10.60 22.60 4.50 21.10 15.10 1.50 19.60 43.80 3.90 7.50 19.60 10.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C G B E11 Tee 45-E11 ChkVlv Gatvlv BfyVlv 1_055 2.50 4.50 1.00 4.50 0.10 6.00 1.291 3.00 5.50 1.00 5.50 0.10 6.00 1.527 4.00 7_00 1.50 6.50 0.10 7.60 2.009 5.50 9.00 2.00 9.00 0.50 9.10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 12/03/2000 JOB TITLE: Glory of God Luthern Church - Remote Area "D" WATER SUPPLY CURVE P R E S S U R E 84+ I O 77+ \ I X 70+ \ ( 63+ \ 56+ \ I 49+ 42+ P 1 ( S I 35+ 28+ 21+ <-52.2 psi @ 1204 gpm Flow Test Point 1____________ 14+ LEGEND " X = Required Water Supply " 75.76 psi @ 271.9 gpm " 7+ " 0 = Available Water Supply 80_85 psi @ 271.9 gpm " Page 8 0009D.SDF I 11 0++-+---+----+-----+------+--------+--------+---------+- 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) (t MOUNTAIN STATES FIRE PROTECTION, INC. 1220 S. INCA DENVER, CO. 80223 HYDRAULIC CALCULATIONS FOR Glory of God Luthern Church Wheatridge, Colorado FILE NUMBER: 0009E 12/02/00 Remote Area "E" -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: Light Hazard & Quick Response .10 gpm / sq. ft. 1336 sq_ft. (1006 sq.ft. required) 20 ft. x 20 ft. 5 sprinklers 166_3 gpm TOTAL WATER REQUIRED (including hose): 266.3 gpm FLOW AND PRFiSSURE (@ BOR): 166.3 gpm @ 73.5 psi SPRINKLfiR ORIFICE SIZE: 17/32 inch MINIMUM REQUIRED FLOW: 32.0 gpm NAME OF CONTRACTOR: MOUNTAIN STATES FIRE PROTECTION, INC. DfiSIGN/LAYOUT BY: STEVE KYLfi AUTHORITY HAVING JURISDICTION: Wheatridge Building & Fire Departments CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANrA, GA SPRZNKLfiR SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 12/03/2000 0009E.SDF JOB TI TLE: Glory of God Luthern Church - Remote Area "E" WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SUP 82.8 52.2 1204.0 80.9 266.3 75.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 266.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSB STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 166.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURS DISCHARGE (FT) (PSI) (GPM) 24 8_8 - - - - 58.6 - - - 25 9.2 - - - - 58.3 - - - 32 11.5 - - - - 57.6 - - - 35 9.1 - - - - 58.7 - - - 39 10.0 - - - - 30.0 - - - 40 12.7 - - - - 32.2 - - - 41 10.0 - - - - 32.6 - - - 46 10.0 - - - - 29.9 - - - 47 17.3 - - - - 33.7 - - - 48 17.3 - - - - 33.7 - - - 49 15.7 - - - - 36.0 - - - 50 17.3 - - - - 34.0 - - - 51 17.3 - - - - 33.3 - - - 52 15.7 - - - - 32.7 - - - 53 15.7 - - - - 31.5 - - - 54 15.7 - - - - 30.9 - - - 58 13.4 - - - - 27.0 - - - 59 15.7 - - - - 30_9 - - - 60 14.0 K= 8.00 18.4 34.3 61 13.7 - - - - 17.2 - - - 62 13.7 K= 8.00 16.0 32.0 63 13.7 K= 8.00 17.2 33.1 64 13.5 - - - - 18.0 - - - 65 13.5 K= 8.00 16.8 32.8 66 13.5 K= 8.00 18_1 34.0 67 13.4 - - - - 24.4 - - - 68 15.7 - - - - 38.4 - - - 69 9.6 - - - - 43.7 - - - 70 9.6 - - - - 32.5 - - - 71 9.6 - - - - 45.1 - - - 72 9.6 - - - - 33.0 - - - 73 9.6 - - - - 50.8 - - - 74 9.1 - - - - 57_7 - - - 75 9.1 - - - - 59.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 12/03/2000 JOB TITLE: Glory of God Luthern Church - Remote Area "E" NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 76 9.1 - - - - 59.4 - - - BOR 0.5 - - - - 73.5 - - - BFS 2.0 - - - - 72.6 - - - BFD 2.0 - - - - 63_6 - - - SUP 0.0 SOURCE 75.0 166.3 Page 2 0009E.SDF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 12/03/2000 000 9S.SDF JOB T ITLS: Glory of God Luthern Chu rch - Remote Area "E" PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRE SS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) ( FT) S IJM. NODES (FT) (K) (PSI) (GPM) F_L./FT (PS I) Pipe: 1 27.3 1.527 PL 0.54 PF 0.2 24 8_8 0.0 58.6 0.0 4.8 150 FTG T PE -0_2 25 9.2 0.0 58.3 0.0 0.025 TL 7.54 PV 0.2 Pipe: 2 -7_8 1.527 PL 88.50 PF 0.3 25 9.2 0.0 58.3 0.0 1.4 150 FTG 6ET PE -1_0 32 11.5 0.0 57.6 0.0 0.002 TL 1 19.50 PV 0.0 Pipe: 3 -7.8 2.009 PL 60.08 PF 0.0 32 11.5 0.0 57.6 0.0 0.8 150 FTG 3E PE 1.0 35 9.1 0_0 58.7 0.0 0.001 TL 76.58 PV 0.0 Pipe: 4 27.3 2.009 PL 13.92 PF 0.1 35 9.1 0.0 58.7 0.0 2.8 150 FTG T PE 0.1 24 8.8 0_0 58.6 0.0 0.006 TL 22.92 PV 0.1 Pipe: 5 24.2 1.291 PL 9.29 PF 0.8 40 12.7 0.0 32.2 0.0 5.9 150 FTG ET PE 1.2 41 10.0 0_0 32.6 0.0 0.045 TL 17.79 PV 0.2 Pipe: 6 11.2 1.055 PL 74.33 PF 2.6 41 10.0 0.0 32.6 0.0 4.1 150 FTG 3E2T PE 0.0 39 10.0 0_0 30.0 0.0 0.029 TL 90.83 PV 0.1 Pipe: 7 13.0 1.055 PL 66.33 PF 2.7 41 10.0 0.0 32.6 0.0 4.8 150 FTG T PE 0.0 46 10.0 0_0 29.9 0.0 0.038 TL 70.83 PV 0.2 Pipe: 8 -11.2 1.291 PL 8.00 PF 0.1 46 10.0 0.0 29_9 0.0 2.7 150 FTG PE 0.0 39 10.0 0.0 30.0 0.0 0.011 TL 8.00 PV 0.1 Pipe: 9 15.5 1.291 PL 70.75 PF 1.7 47 17.3 0.0 33.7 0.0 3.8 150 FTG Ps2T2L PE 0.7 52 15.7 0.0 32.7 0.0 0.020 TL 86.75 PV 0.1 Pipe: 10 0.5 1.291 PL 12.58 PF 0.0 48 17.3 0.0 33.7 0.0 0.1 150 FTG 2T PE 0.0 47 17.3 0.0 33_7 0.0 0.000 TL 23.58 PV 0.0 Pipe: 11 15.0 1.291 PL 62.96 PF 1.6 49 15.7 0.0 36.0 0.0 3.7 150 FTG 7E PE -0.7 47 17.3 0.0 33.7 0.0 0.018 TL 83.96 PV 0.1 Pipe: 12 26.5 1.291 PL 15.33 PF 1.3 49 15.7 0.0 36.0 0.0 6.5 150 FTG ET PE -0.7 50 17.3 0.0 34.0 0.0 0.053 TL 23.83 PV 0.3 Pipe: 13 6.2 1.055 PL 21.50 PF 0.3 50 17.3 0.0 34.0 0.0 2.3 150 ETG 2T PE 0.0 48 17.3 0.0 33.7 0.0 0.010 TL 30.50 PV 0.0 SPRINRLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date : 12/ 03/2000 0009E.SDF JOB TITLE: Glory of God Lut hern Church - Remote Are a "E" PIPE DATA (cont. ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS ) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 20.3 1.291 PL 21.50 PF 0.7 50 17.3 0.0 34.0 0.0 5.0 150 FTG PE 0.0 51 17.3 0.0 33.3 0.0 0.032 TL 21.50 PV 0.2 Pipe: 15 -5.7 1.055 PL 40.00 PF 0.4 51 17.3 0.0 33.3 0.0 2.1 150 FTG 2T PE 0.0 48 17.3 0.0 33.7 0.0 0.008 TL 49.00 PV 0.0 Pipe: 16 26.1 1.291 PL 16.83 PF 1.3 51 17.3 0.0 33.3 0.0 6.4 150 FTG ET PE 0.7 52 15.7 0.0 32.7 0.0 0.051 TL 25.33 PV 0.3 Pipe: 17 41.6 1.291 PL 4.83 PF 1.3 52 15.7 0.0 32.7 0.0 10.2 150 FTG T PE 0.0 53 15_7 0.0 31.5 0.0 0.121 TL 10.33 PV 0.7 Pipe: 18 24.2 1.291 PL 6.96 PF 0.6 53 15.7 0.0 31.5 0.0 5.9 150 FTG T PE 1.3 40 12.7 0.0 32.2 0.0 0.045 TL 12.46 PV 0.2 Pipe: 19 -17.3 1.291 PL 24.17 PF 0.6 54 15.7 0.0 30.9 0.0 4.2 150 FTG 2L PS 0.0 53 15.7 0.0 31.5 0.0 0.024 TL 26.17 PV 0_1 Pipe: 20 17.5 1.055 PL 60.87 PF 4.9 54 15.7 0.0 30.9 0.0 6.4 150 FTG 2E2T PE 1.0 58 13.4 0.0 27.0 0_0 0.065 TL 74.87 PV 0.3 Pipe: 21 -24.2 1.291 PL 24.17 PF 1.5 58 13.4 0.0 27.0 0.0 5.9 150 FTG ET PE 1.5 46 10.0 0.0 29_9 0.0 0.045 TL 32.67 PV 0.2 Pipe: 22 0.1 1.291 PL 22.50 PF 0.0 59 15.7 0.0 30.9 0.0 0.0 150 FTG PE 0.0 54 15.7 0.0 30.9 0.0 0.000 TL 22.50 PV 0.0 Pipe: 23 72.2 1.291 PL 27.71 PF 13.2 59 15.7 0.0 30.9 0.0 17.7 150 FTG 2ET PE 0.7 60 14_0 8.0 18.4 34.3 0.337 TL 39.21 PV 2.1 Pipe: 24 37.9 1.291 PL 13.17 PF 1.3 60 14.0 8.0 18.4 34.3 9.3 150 FTG PE 0.1 61 13.7 0.0 17.2 0.0 0.102 TL 13.17 PV 0.6 Pipe: 25 32.0 1.055 PL 1.33 PF 1.2 61 13.7 0.0 17.2 0.0 11.7 150 FTG T PE 0.0 62 13.7 8.0 16.0 32.0 0.200 TL 5.83 PV 0_9 Pipe: 26 5.9 1.291 PL 0.50 PF 0.0 61 13.7 0.0 17.2 0.0 1.5 150 FTG PE 0.0 63 13.7 8.0 17.2 33.1 0.003 TL 0.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date : 12/ 03/2000 0009S.SDF JOB TITLE: Glosy of God Luthern Church - Remote Area "E" PIPE DATA (cont. ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELFsV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 -27.2 1.291 PL 13.17 PF 0.7 63 13.7 8.0 17.2 33-1 6.7 150 FTG PE 0.1 64 13.5 0.0 18.0 0.0 0.055 TL 13.17 PV 0.3 Pipe: 28 32.8 1.055 PL 1.33 PF 1.2 64 13.5 0.0 18.0 0.0 12.0 150 FTG T PE 0.0 65 13.5 8.0 16_8 32.8 0.209 TL 5.83 PV 1.0 Pipe: 29 -60.0 1.291 PL 0.50 PF 0.1 64 13.5 0.0 18.0 0_0 14.7 150 FTG PE 0.0 66 13.5 8.0 18.1 34.0 0.239 TL 0.50 PV 1.5 Pipe: 30 -94.0 1.291 PL 5.83 PF 6.2 66 13.5 8.0 18.1 34.0 23.0 150 FTG T PE 0.0 67 13.4 0.0 24.4 0.0 0.549 TL 11.33 PV 3.6 Pipe: 31 -41.7 1.291 PL 21.50 PF 2.6 67 13.4 0.0 24.4 0.0 10.2 150 FTG PE 0.0 58 13.4 0.0 27.0 0.0 0.122 TL 21.50 PV 0.7 Pipe: 32 41.6 1.291 PL 14.25 PF 2.4 68 15.7 0.0 38_4 0.0 10.2 150 FTG T PE 0.0 49 15.7 0_0 36.0 0-0 0.121 TL 19.75 PV 0.7 Pipe: 33 72.4 1.291 PL 14.75 PF 7.5 68 15.7 0.0 38.4 0.0 17.7 150 FTG T2L PE 0.0 59 15.7 0.0 30.9 0.0 0.338 TL 22.25 PV 2.1 Pipe: 34 113.9 2.009 PL 15.92 PF 2.6 69 9.6 0.0 43.7 0.0 11.5 150 FTG 2EL PE -2.6 68 15.7 0.0 38_4 0.0 0.091 TL 28.92 PV 0.9 Pipe: 35 26.4 1.055 PL 65_00 PF 11.2 69 9.6 0.0 43.7 0.0 9.7 150 FTG 2fi2TL PE 0.0 70 9.6 0.0 32.5 0.0 0.140 TL 80.00 PV 0.6 Pipe: 36 52.3 1.291 PL 25.83 PF 6.5 70 9.6 0.0 32.5 0.0 12.8 150 FTG 3E PE -1.6 67 13.4 0_0 24.4 0.0 0.185 TL 34.83 PV 1.1 Pipe: 37 140.3 2.009 PL 10.62 PF 1.4 71 9.6 0.0 45.1 0.0 14.2 150 FTG PE 0.0 69 9.6 0.0 43.7 0.0 0.134 TL 10_62 PV 1.4 Pipe: 38 25.9 1.055 PL 74.46 PF 12.1 71 9.6 0.0 45.1 0.0 9.5 150 FTG 2E2TL PE 0.0 72 9.6 0.0 33.0 0.0 0_135 TL 89.46 PV 0.6 Pipe: 39 25.9 1.291 PL 10.50 PF 0.5 72 9.6 0.0 33.0 0.0 6.3 150 FTG PE 0.0 70 9.6 0.0 32.5 0.0 0.051 TL 10.50 PV 0_3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date : 12/ 03/200 0 0009S.SDF JOB TITLE: Glory of God Luthern Ch urch - Remote Are a "E" PIPE DATA (cont PIPS TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (p$I) Pipe: 40 -35.1 1.291 PL 68.16 PF 7.3 73 9.6 0.0 50.8 0.0 8.6 150 FTG E2T PE 0.2 25 9.2 0.0 58.3 0_0 0.089 TL 82.16 PV 0.5 Pipe: 41 166.2 2.009 PL 29.46 PF 5.8 73 9.6 0.0 50.8 0.0 16.8 150 FTG L PE 0.0 71 9.6 0.0 45.1 0.0 0.183 TL 31.46 PV 1.9 Pipe: 42 131.1 2.009 PL 34.79 PF 6.7 74 9.1 0.0 57.7 0.0 13.3 150 FTG 4S PE -0.2 73 9.6 0.0 50.8 0.0 0.118 TL 56.79 PV 1.2 Pipe: 43 131.1 2.115 PL 0.79 PF 1.7 76 9.1 0.0 59.4 0.0 12.0 120 FTG T PE 0.0 74 9.1 0.0 57.7 0.0 0.139 TL 11.99 PV 1.0 Pipe: 44 35.1 2.009 PL 47.16 PF 0.6 75 9.1 0.0 59.3 0.0 3.6 150 FTG 2E PE 0.0 35 9.1 0.0 58.7 0.0 0.010 TL 58.16 PV 0.1 Pipe: 45 35.1 2.115 PL 0.79 PF 0.1 76 9.1 0.0 59.4 0.0 3.2 120 FTG T PE 0.0 75 9.1 0_0 59.3 0.0 0.012 TL 11.99 PV 0_1 Pipe: 46 166.2 3.340 PL 15.54 PF 1.1 BFD 2.0 0.0 63.6 0.0 6.1 120 FTG 2EW PE -3.1 76 9.1 0.0 59.4 0.0 0.023 TL 46.74 PV 0.2 Pipe: 47 FIXED PRESSURS LOSS DEVICE BFS 2.0 0.0 72.6 0.0 9 .0 psi, 166.2 gpm BFD 2_0 0_0 63.6 0.0 Pipe: 48 166.2 3.340 PL 1.92 PF 0.3 BOR 0_5 0.0 73.5 0.0 6.1 120 FTG E PE -0.6 BFS 2.0 0.0 72.6 0.0 0.023 TL 12.52 PV 0.2 Pipe: 49 166.3 4.220 PL 1 23.00 PF 1.2 SUP 0.0 SRCE 75.0 (N/A) 3.8 140 FTG ETCG PE -0.2 BOR 0.5 0.0 73.5 0.0 0.006 TL 2 20.00 PV 0.1 NOTES : (1) Calcul ations were performed by the HASS 6.5_ 0 computer program under licens e no. 161000 49 granted by HRS Systems, Inc. 4792 LaVi sta Road Tucker, GA 3008 4 (2) The sy stem has been bala nced to provide an avera ge imbala nce at each node o f 0.002 gpm and a maximu m imbalance at any node of 0.093 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 12/03/2000 0009E.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "E" (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 23.0 ft/sec at pipe 30. (4) PIPE FITTINGS TABLE Pipe Table Name: CUS.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G E11 Tee LngEll ChkVlv BfyVlv GatVlv 4.220 18.00 36.00 11.00 39.00 22.00 4.00 PAGE: F MATERIAL: DYNA40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D E11 Tee 45-ELL ChkVlv BfyVlv GatVlv A1mVlv DryVlv F N O W FLOk45 FLOk45 FLOk-T WtrFlo 2.115 5.60 11.20 2.20 12.30 6.70 1.10 11.20 25.70 2.00 3.90 9.50 11.20 PAGE: G MATERIAL: DynaFl HWC: 120 Diameter Eguivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 45-E11 ChkVlv BfyVlv GatVlv AlmVlv DryVlv F N O W FLok45 FLok90 FLok-T WtrFlo 3.340 10.60 22.60 4.50 21.10 15.10 1.50 19.60 43.80 3.40 7.50 19.60 10.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C G B Ell Tee 45-E11 ChkVlv GatVlv BfyVlv 1_055 2.50 4.50 1.00 4.50 0.10 6.00 1.291 3_00 5.50 1.00 5.50 0.10 6.00 1.527 4.00 7.00 1.50 6.50 0.10 7.60 2.009 5.50 9_00 2.00 9.00 0.50 9.10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 12/03/2000 0009E.SDF JOB TITLE: Glory of God Luthern Church - Remote Area "Ell WATER SUPPLY CURVE 84+ I 0 77+ \ I X 70+ \ I 63+ \ I P 56+ \ R \ E * <-52.2 psi @ 1204 gpm S Flow Test Point S 49+ U I R E 42+ P I S I 35+ 28+ 21+ 1______________________________ 14+ LEGEND I X= Required Water Supply 74.96 psi @ 266_3 gpm 7+ ~i I 0= Available Water Supply ° 80.92 psi @ 266.3 gpm " ~ 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) ~ ~ M I& N n1 J 1,7z ~I ~ ~ ~ dle ~ M~ `Cl ig) 'V -~r ~ \ ~ \t4 ~ r ~ Y/ '7 ~ G/ory of God Lu!`heran Church FIRE SPR/NKLER SYSTEM WHEATRIDGE,COLORADO FIRE SPRINKLER SYSTEM PRODUCT LITERATURE PIPE AND FITTINGS A.) Ferguson Type °M" Copper Tube B.) Nibco Wrot Solder Joint Fittings C.) Aliied Dyna-Flow Lightweight Sprinkler Pipe D.) Victaulic FireLock Fittings E.) Vfctaulic FireLock #005 Rigid Couplings F.) Victaulic Style #750 Reducing Couplings G.) Vctaulic Style #741 Vic-Flange Adapters H.) Merit Weld-Miser Tee-Lets SPRINKLER HEADS A.) Reliable Model F1 FR 1/2" Quick Response Upright, Pendent & Recessed Pendent Sprinklers B) Reiiable Model F1FR 1/2" Quick Response Horizontal & Recessed Horizontai Sidewall Sprinklers C.) Reliable Model F1FR 17/32° Quick Response Extended Coverage Horizontal Sidewall Sprinklers C.) Centrai Model ELO-16 5/8", 135 Degree, Quick Response Extended Coverage Upright 8 Recessed Pendent Sprinklers VALVES A.) Ames 4000ss 3" Reduced Pressure Backflow Assembly B.) Nibco KT 505W-8 3001b. wwp Bronze Ball Valve Nrith Tamper Switch C.) Nibco KT-585-70.UL & KT-580-70-UL Threaded Bronze Ball Valves D.) Nibco G-917-W 2501b. wwp Iron Body Check Valve E.) Nibco KT-403-W Bronze Swing Check Valves ACCESSORIES A.) Central Model 13 3" Riser Manifold with (optional) Pressure Relief Valve B.) Potter Electric OSYSU-2 Supervisory Switch C.) Tolco Fig. 200 "Trimline° Adjustable Ring Hangers D.) Tolco Fig. 65 Reversible C-Type Beam Clamps E.) Sammy GST 20 Super Screws F.) Sammy SWG 20 Sidewinder Super Screws G.) Crocker #6351 3°X 2 112" Single inlet Cast Brass Fire Department Connection with Wall Plate ' ' • . Copper Tubiog i ' --~FE#\VCIa7VW _ - - - ~ i ~ ~ . - . _ ~ . Covw~T~~s cro. s~e ~ ' r,eo.. ' swi - . e A-m-balt, OIL . T~Lid I~SIM B 8E Deffluc ~ ia I - i dyy e~P) , 44 121~ Y Wd AtifYBffi OuemtlGbtSeNmE~h4LAa~. Ma h R Dmcdpllm p{pp Fka ncladkx.~SNeKidOi. 1ISUFlVID 'h KSdtGaP➢QiWe - ~ - 1W•~~9 . ~ C~~~ • 160F16m i 20 K inee f~~ - ' ' CSOFlIRD 1'/. 2o K LOe • : I ~ , - - tSnfTLD m K Shc U. ~ . . I ~ MHard20' . " ~ ~ n ~ ~FlI]D 1'h Ia. 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W N TM ~ ta'gn tl wf MB 5faM3ald sixe tlwgna4m_ Each I~pe a as i d ¢ i h dfl . 60fTJtl 1' 60 K Shc FEe • ; 160F(lA0 6D NSafl TuC ' t awr e5 5 es w Brenl wetl @uH[ t ~s,~ ~ e - TYDe K M1be has Nicker wads Men Type l pAe L' '~''~~r",~.~qr• ~'~r' ~ ~xS~ Typa Lwacs are N"cker IAen Type M for any yHen : . . . ' I cer. AD InsMe diameters OapenA on nAe s¢e and . Myd i. ' Itidmast . - . - - - ' r - ~ nbe 1or air-conoldiormEj and ret ngeraEOn fieu -3 ° ` • ~e.vka (ACR) ard mNrW gaz ype G) aro Aesitinaled Sot1 ! acora~ a25iAe darnolec '7emVer' dewibat.Ne . . . ' .«yn, and naraness a uhe yye. m me pip:V trems, - tertqarhbe'aoRen'eferredbas'twd4beerM . py . I e..~a n -wm n,b». nwroto ma.m naa ~y ~so na N, A, 6ehanushedina'OenWUg ten4ar: itisndrovered pWOpm % 20 RNad TWe M888.-Thaspaciallem{aerd6lemieda[e~ qY1BDG7D . )S 20 K Rapriube • ~i . heidnass maybaSV~iadtorapp4ratipu py~ 'h Zll -K ~TWe .7uDeinthehardtenyiercwMilioncanbepcied OMIbFm % CnPprhbv • w~a~go,eranny.uskM capaanrMngs «eyvreia- KRAIMm Y~ wacQMK Ttibe - . . 1RLqxm / 20 ICWEI'aODrTUEe • i8ein flrebe+dm9aMsofltampersconba" e IuWmIGL -1•. ZO KWd~Fba KRAFUM I2 ~ i taciniq~tes and also by tlhe ase d 4are-1)'p and - IuMORD (eqpw b • ramgs.nis alsovDSS"eroenpardkm end KL-Avx70 2'h 10 1! fqprTWe • onetubemMatEcanbajoiwdloarioltrorDysolOn'vg tlWIM1220 3 20 1( ODpperbLe • bramg rNqui acapvy fifby - a pracedua That MM~ 1 10 K TWe • . MIUMS20 20 KWtl Tibe ' llHceWn at Copper 7Ube . AMIm1O➢ 211 K Nr0 TWa ' I _ . wbe. Types K. L. M. G. and DW V must Oe per- - Nn - it . R Pd. marketl (ncised) n accaderw with Rs gov- . . 60q81m too NSd[ TWe 5yaarF[-atiau to slaor 6" lyp Ih n e . e rw a a ~1Cf 1L i W K$dl fqq> • I t n a n~ t o V y i y I SUan b Yxisetl nwlmngs lwd 4A8 wig have dAk - - 00 7 Ia0 K Sd[ tqper T ~ ~aba~piolteCmOUn aCOlorxitidiQ¢/byn5F~e5iIS . 1 100 KSalt[WO'+Tbe 00 1'/. 100 I( SM CepP+T~e type. Soft ACR lube doe5 rrol cary arry e~ad or _ JIOO 1•h 100 1( Soll CNOaTuDe I na~lmi¢c. Hard ACRtA8 is colot maAced atly. . . _ 'Nofe: Please catl your bcal Fergusm &aiMh tw priang m tthese dems. - - ' Foryoson -!be professFonqPs wsqo for oon Kas 45 roon. Page 403 ~ I .Il of che advantages found in coppcr as a metal have been capitaliaed to the utmos[ in the manufacttve f NIBCO Fittings_ Because of the_accuracy of constiucROn and design, copper plumbing is more Ycient and less ezpensive_ II3C0 manufacmres nine general types of fittings: Wmt Pressure; Cast Pressure; Wrot Dreinage; Cast rainage; Flanges; Flazed Tube; "Ihteaded Bronze; Insert Fittings for PEX; Bacbed Insert Fittings for Aybutylene. Each hu its particular place and use and each offezs its own advantages when used for the oper service requirement. LLOY AND FINISH - NIBCO Fittings are made from highest quality raw materials available - 3st Fittings are made from Copper Alloy C84400 which consists of 81% Copper, 7% I.cad, 3% Tiq d 9`7o Zinc per ASTM Specification B584. Wrot Copper Finings are made from commercially pure pper mill products per ASTM Specificauons B75 Alloy C12200. BCO fictings are produced to meet requirements of appticabie standards wherever pracficable. BCO brand wrot and cast fittings aze manufactured in the U.S.A. and Mexico. The manufaciuring uiu at South Glens Falls, NY, Stuarts Drnft, VA, and Reynosa, Mezico are registered to ISO 9002 ality standards. . :Iowing ia suggested phrasing to be inwrporated in your specifications or bills of material for pper Tube Fittings . \ tOT SOLDER JOIN'I' I1T"1'INGS -"Wrot Solder it Fittings shall be produced ro one of the fotbwing cificationr. Ma[erial and workmanship shalt be in accordance with ASMFJANSI B 1622; Wrought Copper and Copper Alloy SoIder Joint Pressure Fittings:' The dimeasional, material and workmanslvp shall meet the requirements of MSS SP-104; Wrought Copper Solder Joint Pressure Fittings" The dimensional, material and workmanship of . 5"-12" copper fittings shall meet ihe requirements of MSS SP-109 "Welded Fabricated Copper Sotder Joint E'ressure Fitungs_" . CLASS 150 - Ca Fittings shall meet and/or [he worlqec of fianges shall be in acwrdance with MSS SP-106. CAST BRONZE THREADED f3T"iTNGS - "Cast Bronze 1bmaded Fittings shall be io accordance with ANSI/ASME B16.15 " - NBCO Copper Tube Fttings are all produced to above Standards. To simplify, write your specifica[ioat m read: "Gopper Tube Fittings to be in accordance with specificatipns as oudineA in NIBCO Catalog 1-120-D " For technical infoemation and dunensions refer to the engioeering sutlon contained in this caWog. . Adm~ ~ El e 0 e I Super Floe/Dyna-Flow° High Strength Steel Pipe The original high-strengt6 lightwall sprinkler pipe with hydraulics superior to Schedule-10. Super Flo/Dyna-Flow pipe is the "originaP" high-strength lightwall sprinkler pipe. SuperFlo/Dyna-Flow has outstanding hydcaulic capabilities and is recognized as tfie most popular altemative to Schedule-10 pipe_ Lightweight, easy to cut and easy to handle for installation. Super Flo/Dyna-F1ow is a valuable addiuon to any fire protecuon system. With an inside diameter of up to 11% larger than Schedule-40 and up to 7% larger than Schedule-10, SuperFlo/ Dyna-F7ow pipe hydraulics are exceptional. Larger I.Ds enable SuperFlo/Dyna-Flow, and related components, to be down- sized within the system, thus increasing [he potential for job cost savings. Por comple[e Hazen-Williams charts, refer to "SuperFlo/Dyna-Flow Hydraulic Data Tables" SuperFlo/Dyna-Fiow products are coated with an environmentally approved and specially formulated modified-acrylie or water-based coating. This durable coating is paintable. The black coaring acts as an excellent primer and is resistant to weathering and U.V. dearadation from outdoor storage. Metalluigical propetties provide excellent fabrica[ion characteristies for end prep finishes, welding and roll gooving. No special process or equipment are needed for fabrication and installation. n~ Cllll@d TUBE&CONDUIT . ~.,n.~~...,o.~~.,~.. Product Nominal Wt/Ft Wt/Ft Pcs/ Wt/Lik Wt/Lift Wt/LiH NPS I.D. HzOFlled Lift 21' 24' 25' x 1" 1.191 0.830 1.31 91 1586 1812 1888 *25 30.3 12 1.95 91 719 822 856 x 1 1/4" 1.536 1.059 1.87 61 1356 1550 1615 *32 39.0 1.6 2.78 61 615 703 733 x 1 1/2" 1.728 1.667 2.71 61 2135 2440 2542 :40 43.9 2.5 4.03 61 968 1107 1153 x 2" 2.203 2.104 3.79 37 1634 1868 1946 * 50 56.0 3.1 5.64 37 741 847 883 x 2 1/2" 2.703 2.564 5.10 30 1615 1846 1923 +65 68.7 3.8 7.59 30 733 837 872 x 3" 3.314 3.387 7.15 19 . 1351 1544 1608 *80 84.2 5.0 10.69 19 613 700 729 x 4" 4.310 4.473 10.86 19 1784 2039 2124 .90 109.5 6.7 16.16 19 809 925 963 x 6" 6.403 7.714 21.70 10 1620 1851 ' 1928 .150 162.6 11.5 3229 10 735 840 875 SuperFlo/Dyna-Flow pipe is manufactured to meet ASTM A- 795 Type E, Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow/SuperFlo are liL Listed, FM Approved and ULC Listed. k go * ❑sted pPPmvetl tisted Super Flo/Dyna-F1ow is UL /[JLC Listed for use with roll gooved, plain-end couplings, and welded joints for wet, dry, preaction and deluge systems. It is FM Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate documentation foi up-to-date lis[ing and approval information. SuperF7o/Dyna-Flow is now avadable "hot-dip"galvanized and has been specifically approved by FM for dry systems uses. 16100 S. Lathrop 11350 Norcom Rd. Harvey,IL 60426 Philadelphia, PA 19154 , • Lightweight and easy to install, resulring in more efficient nse of youc fceight and labor dollars. • Provides stability needed to comply with standard hanger spacing (15 fr O.C.) per NFPA. • Available in Standard lenoths for your convenience, or can be ordered in custom lengths upon approval. • Fast cutting and welding, as well as easy roll grooving and end preparation. • Available in Factory coll grooved form for quicker shop tumaround. • Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. 2525 N. 27th Ave. Customer Service: Phoenix, AZ 85009 1-800-7978210 - Fax 708-339-1806 ~ctaulicd An ~0 9007 certifietl company PRODUCT DESCRIPTION FireLock' products com- Patentetl ~ UC ~ s ~FMOL DIMENSIONS ~-CioEl if No_ 001 •-0toEy IV No. 002 CmE ~ No. 003 IT 16 No.006 piise a anique system spe- cifically designed for fue pcotection services. Fice- Lock fittings are a CAD- developed, hydrodynamic design which have a shortei centerto-end dunension than standard fittings. A noticeable bulge allows the water Lo make a IPS CARBON STEEL PIPE FIRE PROTECTION PRODUCTS FireLock7M Fittings smoother turn to maintain similai flow characterfstics as standard full flow fit- tings- PireLock Style 005 rigid coupling has a unique, pat- ented angle-pad design which allows the housings to oifset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. FizeLock fittings are designed foi use exclu- sively with Style 005 Fire- Lock couplings_ Use of other couplings oz flange adapters may result m bolt pad inte[ference. P No.001 No.003 No.006 90° Elbow 45° Elbow Cap kness C to E Weigh[ C to E Weight T' Weight Inches Each inches Each WEach hes Inches Each mm Lb51kg mm Lbslkg m LbsJkg $2 0.3 21 0.1 - - - - .b2 0.4 ao aa.a zi o.z 2 2.375 275 17 2.00 1.8 275 2.4 0.6 50 G0.3 7 0 0.8 51 0.8 ~0 1.1 22 0.3 2%z 2.875 3.00 3.1 7_25 22 3.00 16 0.86 7.0 65 73.0 76 14 57 1.0 76 1.6 22 0.5 3 O D 3.000 3.00 3.30 225 24 - - - _ . . 76.1 76 LS 57 1.1 - - ' _ 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.98 t2 80 889 e6 1.8 64 14 86 24 22 0.5 4 4.500 4.00 6] 3-00 5.6 4.00 8.7 7-00 2.4 100 114.3 102 3.0 76 25 102 39 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 753 1.00 4.7 175 141 .3 124 57 83 3.8 124 7.1 25 1.9 6 6-625 5.50 7.3 3.50 71] 5.50 22.7 1.00 5.9 150 1683 140 8.3 89 53 140 10.3 25 2] 8 8.625 6.87 25.5 4.25 204 6.94 38.7 1.13 12.7 700 2t9.1 173 116 IDB 93 176 17.6 29 5.8 Victaulic Company of America • P.O. Box 31, Easton, PA 18044-0037 • 4907 Kesslersville Hd., Easton, PA 18040 • 610/5593300 • FAX: 670/250-8817 1539 Rev A SML 5196 0 Registered Trademark Viaaulic Company oY Miedca @ Copyrigh119J6 Vic[aulic Company of America Printed in 0.S A FLOW DATA ,oom Pipe Frictional Resisfance InChes/millimeters Equiv. FeeVmerers of S[raight Pipe SVaight Tee Nominal Actual 90° EI. 45° EI. No.002 Size Size No. 001 No. D03 Branch Run 2 53 2375 633 15 7.8 155 8.5 20 3.5 2%z 2.875 43 22 10.8 4.3 65 731 13 07 33 1.3 30 D 3.000 45 23 17.0 4.5 . _ 'E t -7 34 1.4 3 3.500 5.0 2.6 13A 5.0 80 86.9 1,5 08 90 1.5 4 4.500 6.8 3.4 16.0 6.8 100 114.3 29 10 49 29 5 5.563 8.5 42 21.0 8-5 125 191.3 26 13 64 Zo^ 6 6.625 10.0 5.0 25.0 10.0 150 1683 3.0 1.5 7.6 3.0 8 II.625 73A 5.0 33.0 - 13.0 2W 219.1 .0 4 t5 10.1 40 MATERIAL SPECIFICATIONS Fitting: Ductile son conforming Co ASTM A-536 Fitting Coating: Orange enainel ❑ Optional: Hot dipped galvanized 10.03 - 2 iCtaU~iCp . An iso 9001 certified company DESCRIPTION FiceLockT"' Style 005 rigid coupling has a unique, pat- ented angle-pad design which allows the housings to offset while clamping the grooves. By permitcing the housings to slide on the angled bolt pads. zigidity is obtained. OR PRODUCT The PireLock couplinys pcovide iigidity for valve Style 005 FireLockTM Rigid Couplings connections, fire mains andlony straightcuns.Sup- port and hanging ceyuire- ments cocrespond to NFPA 13 Sprinklei Systems. Angle- pad design pecmits assem- b]y by removing one nut/ bolt and swinging the housing overthe gasket. 'I'his reduces components to handle during assembly; speeds and eases installa- tion on pipe giooved to Victaulic specifications- Style 005 FireLock cou- plings are designed and recommended for use ONLY on fire protec- tion systems. § LPC and Vd5 APProvetl. see noles on paqe 2. FM DIMENSIONS Rated for wet and dry spi9nklec systems at 350 PSI (2413 kPa) for l Ya - 4' (32 - 100 mm) sizes and 300 PSI (2068 kPa) for 9'/n - 8' (108.0 - 200 mm) sizes; Schedule 10 ioll grooved or Schedule 40 cut or roll giooved steelpipe. Style005issiyidand does not accoinmodate expansion, contractiori oz angular deflect9on. x ~ ioazlc PiPe Max. Max. Allow. Dimensions Inches/mm yyork. End Pipe End @ BoiUNUt InChes/mm APm Nominal Ac[ual Press. 4 Load Sep. } No. - Size Wgt. Ea. Size Size PSI'AcPa Lbs.`M InJmm Inches/mm X V Z LbsJkg 1%a 1.660 350 755 0.05 2.69 4.14 1 86 1 2 32 922 2473 3370 12 2-a/eX2 68 105 . 47 , QS 7 Y 1.900 350 990 0.05 294 4.34 7 86 12 no 48.3 2413 4975 12 2-l/e X 2 75 110 . 47 QS 237 5 ~ 550 0.07 47 3 450 t 6 7 6 0 603 2nt 69 00 - 17 2-'.6 X 2Yz 8 4Fi 0. 21 5 8 50 22 70 0.07 3. 5 6 7 6 1 9 G 6 ~ 0 q '0 17 2-3ax2Yx g1 .0 48 . 0 .9 3 O D 3.000 350 2475 0.07 2 _ 10 x 63 0 4-10 525 7.80 1.9 . . . 76.7 2413 11010 17 . 104 133 47 09 0 50 3365 0.07 4S4 5,68 1 86 eo 889 2a 1 9 85 2-'/a X 2Yz 4 ,.0 4 4.500 350 5565 0.16 5 71 6 90 2 07 3 7 100 114.3 2413 24770 41 2- Y. X 2%z . 145 . 175 . 53 . 14 A'/<O D 4.250 300 4255 0.16 2_10 x 63.0 5.50 6-90 207 3-1 . . 1080 206e - 18940 a.i iao ns ss 1 4 3 6 3 0.16 6.8 8.6 6 07 S 125 3 54t O68 32445 2-'/s X 2'/< 4 ~ 5 Z.~ 5'/.O D 5250 300 6495 0.16 2_12 x 700 6.60 8.66 207 4.5 . . 133.0 2068 28900 4.1 16E 220 53 20 5Yz0 D 5.500 300 7725 0.16 p_iZx 700 6-81 866 2.07 4.8 . . 1397 2068 31715 4.1 173 220 53 22 6 3 340 0.1 6 91 9 2 07 50 150 8 O68 0 9602 1 2~k X 23 20 .4 Z 5 3 23 6Y.0 D 6250 300 9200 0.76 2_12 x 700 7-60 972 2.07 5.5 . . 1590 2068 40955 9.1 193 247 53 2.5 6%zO.D. 6-500 300 9955 0.16 ~ 3 2 ~ X 2/a 776 972 207 ifi5.1 206Fi 44295 4.1 197 247 53 8 8.625 300 17525 0.19 70.41 1320 250 M13 200 219.1 206D 780W 48 2-ss X 4Ya 7GA 335 6a vp 3 f heter to notes on pa9e 2. Victaulic Company of America - P.O. Box 31, Easron, PA 180440031 • 4901 Kesslersville Rd., Easton, PA 18040 • 670/559-3300 • FAX: 670/250-8817 • www.victaulic.wm 1538 Rev C 11/97 y Ne9isleretl Tratlemark Vioaulic Compapy of America Q Gopyri9ht 1997 Vlctaulic Company ol America Prinletl In U S.H. Po.en.e.. MATERIAL SPECIFICATIONS Housing: Ductile iron canfo[m- ing to ASTM A-536 Housing Coating: Orange enamei ❑ Optional: Hot dipped galva- r.ized Holts/Nuts: Heat Veated car- bon steel, zinc electmplated m ASTM B-633;'IYack head bolt canformmg to ASTM A-183 min- unum tensile ] 10,000 PS[ (758340 kPa); Fianqed hex nut conforming to ASTM A-563, Grade A. Gasket: O Grade "E" EPDM - Type A (Violet color cade). FueLock products have been Listed by Undecwriters Laboratories Inc. and Approved by Fac- tory Mutuaf Reseazch for wet and dry (oil (ree air) sprinkler services up ro che cated work- ing pxessure using the Grade "E" - Type A gasket. Fox dry secvices, Victaulic continues to iecommend the use of Gcade "E" Type A oi Grade "L" (Silicone) F1ushSeal° gas- kets. The infoimation 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 appcovals agencies. Contact Victaulic fot pecfoimance on other pipe and the latest ]isUngs and approvals. ,a oz-zn Rated Working Pressure Rated Working Pressure Pipe Schetlule Size Inches UL l1LC PM Pipe Schetlule Size Inches UL ULC FM 5 1'/. - 3 775 175 175 4 300 300 300 10,40 tY.-4 350 350 350 EZ 6 175 175 175 5-8 300 300 300 SF 1 Y. - 4 300 300 300 BLT P/,-2 300 300 300 Super40 1'/,-2 300 300 300 DF 1'/, - 4 300 300 300 TL 1'/. - 2 300 300 300 6 775 175 175 WLS P/<-2 300 300 300 DT 1Y<-2 300 300 300 XL/XL-11 1'/.-3 300 300 300 EL 1Y<-2 300 300 300 NOTES: 5 refecs [o Lis[ed/Approved Schedule 5 stee] sprinkler pipe- 10 refers to Listed/Appraved Schedule 10 s[ee] sprinkler pipe. 40 cefers to Lvsted/Approved Scheduile 40 steel spxinklei pipe. BLT iefers m Listed/Approved steel sprinkler pipe manufactured by American T1ube Company. DF refecs to Listed/Approved Dyna-Flow s[eei sprinkler pipe manufactured by American Tube Company. DT refers to Listed/Approved Dyna Ttuead steel sprinkler pipe manufactured by American'tlibe Company. EL refers to Listed/Appraved Eddylite sCee] sprinkler pSpe manufacnued by BuR Moose Tube Co. EZ refers to Listed/Approved EZ-Fiow s[eef sp[inklei pipe manufacwred by IVorthwest Ape & Casing Co. SP refers to Listed/Approved SuperFlo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. SL refeis ro Lisced/Approved steel sprinkler pipe manufactu:ed hy Westem Tube and Conduit Coiporation. Super 90/l4. [e(e[s to Listed/ Appioved Super AO or Super XL steel spririkler pipe manufactured by NGed Tube and Conduit Co[poration. WLS refers to LSSted/Approved steel sprinkler pipe manufactuced by Wheatland 1Lbe Company. XC✓XL-l] wfers ro Listed/Appioved XI. or XL-II steel sprinlcler pipe manufactured by Allied Tube and Conduit Coiporation. NOTES ' Working Pressare and End Load are total, from all internal and external loads, 6asetl on standard weight (ANSI) steel pipe, s[andardroll or cut gmovetl in accor- dance with Victaulic specifications. Contact Victaulic tor performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may 6e increased to 1`h times the figures shown. i For field instailation only. FireLock Style 005 couplings are essemially rigid antl do no[ accommodate expansioNcontraction. @ Num6er ot bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request Contact Victaulic for details. § Sryle 005 couplings are VdS antl LPC Approved to 72 Bar (175 PSp. WARN WG Piping systems must always be tlepressurized and drainetl before at[empting tlisassembty and removal of any Victaullc pipfng pmtlucts. This protluct shall be maw(acturetl by Victaulic ComOany. All protlucls shall be installetl in accortlance wilh currenl Victaulic installalion/assembly inslmclions. Viclaulic reserves ;he right to change protluct specifiwtions, designs antl stantlartl equiomen[ wilhoul nolice antl withoul incuning obliga9ans 10.02 - 2 AA tic~U'ICg 0077 certified company PRODUCT DESCRIPTION The Style 750 Reducing Coupling peimits direct reduction on the piping run. Designed to repiace two couplings and a reduc- IPS CARBON STEEL PIPE GROOVED SYSTEM ~ Style 750 Reducing Coupling ing fittiny, the Style 750 features a special ceducing gasketfor p[essurerespon- sive sealing. A steel washer which prevents telescoping of the smaller pipe inside the larger pipe ducing vecti- cal syscems assemUly is available upon request. M CGObtA DIMENSIONS I Y~ N-Z-N I I ~ Max Maz AlloW. Deflecl. Fr. Dimensions . k W . E d Pi e CLt @ InChes/millimeters W Nominal Size or Pres. n Load p End } Per pipe BoIVNUt Each Inches PSI' Lbs.' Sep.ln. CPl9- InJF[. No. - Size Lbs_ mm kPa N mm DCg. mm/m Inch2S X Y Z kg 2 X 1 350 1,000 0- 0.07 0o_ 57, 020 p_ aa X 2 338 5.00 1.e8 2.0 09 50 X 25 2410 4450 0-18 17 86 127 46 2 x 1'A 350 1,000 0-0.07 0°-ST 020 3 2-/eX2 3.38 5.00 1.86 2.7 10 $n X 40 2410 4450 0-1.8 1 7 85 1D 48 2%z X 2 350 1.550 0- 0.07 0o_ 47. 0.16 Z~~ x 2 4.13 5.88 1.88 3.0 4 65 X 50 2410 6900 0-1.8 id 105 149 48 1 350 1,550 0-0.07 0p_47- 0.16 Z-'/aX2 413 5.88 1.88 8 3.0 14 3 O.D. X 2 2410 6900 0-'.B 14 IDS 149 4 3 X 2 3W 7.5W 0-0.07 ~p_39. 0.13 Z~XZ~/ 4.75 675 1.88 4.6 1 2 80 X 50 2410 690D 0-1.8 11 121 171 ~8 ' 3 X 2'h 350 2,275 0-0.07 p, 39. 0.13 2'/-~x23A 4.75 6J5 1.88 42 9 80 X 65 2410 10125 0-1.8 »1 48 1' 30 5 ? 0 . 7 ~ 0°-39" 0jj3 2-'hX2'/. 4.25 6.7 1noa 9 ~ 3X30.D. 2n o 025 i s o- i . 4 X 2 350 1,550 0-013 10_19 0.28 2 _1/eX3%a 613 8.50 219 8.8 0 100 X 50 2410 6900 0-32 25 156 216 56 4. 4X21h 350 2275 0-0.13 l0_19. 0-28 p-s/eX3Y< 6.13 8.50 2.79 6 8.4 3 8 100 % 65 2410 10125 0-32 25 156 216 5 . ' 350 2.275 0-0.13 l°-19. 028 2-'aX3%a 6.13 8.50 2.19 8.4 3 8 h X 3 0.D. 4 2410 10125 0-'s2 25 156 216 56 . 3 6 0 3 O 11 - 19' ~Z a 2- sa X 3'/. l s~ 50 P 9 2 .6 6 0 1 0 x 80 2410 49 5 G - 3 < ~ ~ o 16 56 3, - 5 X 4 350 5,565 0-0.13 10_3. 022 z_~ X4,~ 7_13 9.88 213 10.8 4 9 125 X100 2410 24755 0-3.? 19 181 251 54 . 6 x 4 350 5.565 0-0.13 .po_52. 0.18 2 ,nX414 8.50 7t25 225 5] 16.6 ZS 150 x 100 2410 24765 0-32 15 216 286 50 8,500 _0.13 0 00 52" - 0 s8 2?/,X4Ya 85 3 ~ 25 3 15 6 150 x 125 24 0 37825 0 3.2 1 6 2a3 4 350 5,565 0- 0.13 0155. 0.79 2 3~ X 4~~ 850 11.25 219 152 9 %z O D. X 4 6 2410 24765 0-32 ~6 216 206 56 6 8 X 6 350 72,000 0-0.13 ~0 3B. 0.13 2~XS 1075 14.00 238 223 0 1 200 X 150 2410 53AOG 0-32 11 273 356 60 1 . ftefer to notes un page 2 Sryle 750 Reducing couplings should not be used wilh entl caps (#60) in syslems wYiere a vacuum may be tlevelopetl. Con[act Viclaulic for details. Victaulic Company o; America • P.O. 3ox 37, Easton, PA tII044-0031 • 4901 Kesslersvilie Rd., Easton, PA 18040 • 61015593300 • FAX: 6101250-8817 • www.victauiic.com 1536 Rev A 11,56 ^n Begisleretl Tratlemark Viclaulic Company of America s CopyrigM 1996 VicYaulic Company of Amarica Piimed in U.5 A_ FLOW DATA xeafl Loss The head loss across Style 750 Reducing coupling is very small and is essentially the same as for standard shon body reducing pipe fittings. Equivalent lengths of stan- dard weight steel pipe are shown in the tables. All data is based on waieL flowing at ambient temper- ature. In the table Cv _ HL (y2e / Wheze: HL = Head loss in feet V= Velocity in smaller pipe in ft./sec. g = Acceleiation due to gcavity = 322 h./sea2 MATERIAL SPECIFICATIONS Housing: Ductile iron conform- ing to ASTM A-536. Housing Coating: Oiange enamel O Optional: - Hot dipped galvanized and othecs Gasket: (Specify choice')_ O Grade "E" EPDM EPDM (Green cobi code). Temperature range -30°F co +230°F (-34°C to +100°C)- Recommended for hot watet secvice within the specified temperature cange plus a variety of d9lute acids, oil-free air and maoy chemical ser vlces. UL classified in accor- dance witb ANSI/NSF 61 foc Flow Reducing Flow Expanding CEW.2T M P9 3A Equiv. Equiv. Size Pipe Length Size Pipe Length Inches Sm. Dia. Inches Sm. Dia. mm Feetlm mm FeeVm 2x1 5.9 tx2 27 5G x2-; 1.8 25 x59 0.8 2xrr~ 2.0 i~x2 t.9 50 X 4G 0.6 :0 X SG' 1' 2'FzX2 19 2X2Yz 7.0 es x sa 06 so x s> o.; 1 3X2 5.5 2X3 . 3.5 BOXSG '..7 50X80 1.1 3x2Yz 3.8 2%zX3 2.5 80 Xo'S 12 65 X80 0.8 4X2 5.0 2X4 30 ~00 x 5G 13 50 x 100 0~9 4 X 2%z 60 21/2 X 4 3.0 100 X ES 1.8 65 X 100 09 4X3 6.0 3X4 2.5 100 x 8G ,B 80 x 100 0.8 5X4 3.0 4 x 5 3.3 125 x 100 (19 100 x 125 10 6XA 6A 4X6 4.6 C X 100 ;B !OD X 150 14 6X5 4.5 4X61/2 4.6 iso x izs 1.4 ioo x iss i a 6%zX4 6-0 5 X6 2.3 165 X iG0 - 125 X 15.. 07 8x6 7.3 6x8 6.0 200 x 150 22 150 x 200 1.8 8X61/2 73 6'12 X8 6.0 zoo x iss z? iss x zco 1.8 cold (30°C) and hot (82°C) potable wate[ service. NOT RECOMNiCNDED FOR PGTROI.BUM SERVICES. O Grade "T" nitrile Nrtrile (Ocange color code). Temperature iange -20°P to +180°F (-29°C to +82°C)- Rec- ommended for petroleum products, afc with oil vapors, vegetable and minera] oils wit}tin Lhe specified tempeca- mre xange. Not recom- mended [oi hot watei services ove[ +150°F (+66°C) ox for hot dry air over +140°F (+60°C). 'Services listed aze Geneial Serv vIce RecommendatIons only_ It should be noted that there are services foc which these gaskets are not [ecommended. Refer ence should always be made to the latest Victaulic Gasket Selection Guide for specific gas- ket sernce recommendations and for a tistutg of services which are not recommended. ❑ Optional: Assembly Washer: Galva- ntzed,carbon steel Bolts/Nuts: Heat created car- bon s[eel, tcack-head, zinc plated to ASTM B-633 confoim- ing to physical propeities of ASTM A-183 mSnSmuen tensile 110,000 PSI (758340 kPa). NOTES ' Working Pressure antl Entl Load are total, from all inlemal antl e#emal loads, based on standard weight (ANSI) s[eel pipe, standardroll or wl gronved in accor- tlance with Victaulic specifications. Contact Victaulic for pedormance on other pipe. Maximum working pressure rating basetl on larger pipe size. Macimum Entl Loatl rating based on smaller pipe size. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joinl Working Pressure may be increasetl to 1lh limes the figures shown. } Allowable Pipe End Separa[ion and Deflection figures show Ihe maximum nomfnal range of movement avaflahle at each joint for standardroll grooved pipe. Fg- ures for standard cut gmovetl pipe may be dou6led. These figures are maelmums; for design and installation purposes ihese figures shoultl bc retlucetl by: 50% br 3/. - 3/z" (20 - 90 mm); 25°b for 4* (700 mm) antl larger. - ~ Num6er of bolts required equals num6er of housing segments. Metric thread size bolis are availahle (color codetl gold) for all coupiing sizes upon requesL ContacNictaulic for delails. WARNING: Piping systems must always 6e tlepressurized antl tlrained before attempting tlisassembly and removal of any Victaulic piping products. This protluct shall be manufacNreb by Victaulic Company. All protlocts shall be inslalietl in accardance wilh current Vclaulic installalioNassembty innmctions. Viqaulic reserves the right lo change protlucl specitica[icns, designs antl slandartl equipment wilhout notice and wiihout incurting obligations. 06.08 - 2 I~it.ca~..~l1~'iy An ~ti 9007 certi(ied company PRODUCT DESCRIPTION IPS CARBON STEEL PIPE II GROOVED COUPLINGS Vic-Flange° Adapters Styles 741 and 743 47 Style 747 2 - 12" Sizes U~ U~C FM % ~ . A . =7•~a Sryle 747 74 - 24" Sizes U~ FM Style 743 U~ U~C GM - Style 741 Style 741 Vio-Flange' adapter is designed for dicectly incocpocaCing flanged components witli ANSI CL. 125 or CL. 150 bolt hole patterns into a yiooved pipe system.Sizes 2- 12" (50 - 300 mm) are hinged for easy handling with integial end tabs whfch facilitate assembly. Sizes 14 - 24" (350 600 mm) are cast in four (4) identical segments which are interconnected as assembly is completed. The design incorporates smal( teeth inside the key shouldei I.D. to prevent rotation. These teeth should be removed when Vic-Flange adapter is uti- lized with a Victaulic Series 700 grooved end butterfly valve, Schedule 5 pipe oc plastic pipe. Vic-Flange adapters may only be used on Vic-300' butterfly valves on one side in 2- 8" (50 - 200 mm) sizes. They aze not recom- mended foc 10 and 12" sizes. directly to the opposing flange face. No standard flange gasket is requiced. Style 743 is designed to mate with caised-face flanges, but can be used with flat-face flanges by iemoving the raised projec- tions on the outside face of the Range. Vic-Flange adapter Style 741 is not iecommended for use with Victaulic Secies 709 butterfly valves (con- tacC Victaulic fo[ recom- mendations). They may only be used on one side of Victaulic Seiies 700 buttec- fly valve, sizes 2- 4" (50 - 100 mm) fitted with stan- dard oe lever-]ock handles. Vic-Flange adapter must be assembled so it does not interfere with handle opeza- tion. Style 743 Vic-Flange Style 743 flange- to-gzoove adaptec permiGs duect connection of ANSI Class 300 flanged compo- nents into a giooved sys- tem. The two-piece, hinged housing engages into the pipe gioove and bolts directly to any standard flanged component. The conventional bolt hole pat- tern allows for easy, fast assembly. Style 743 rotates 360° for propei alignment of bolt holes befoie tighten- ing. Vic-Flange gaskets uti- Hze the Victaulic pressuie- responsive design, sealing on the pipe end and Victaulic Company of America • P.O. Box 31, Easlon, PA 18044-0037 • 4901 Kesslersville Rd., Eas[on, PA 18040 • 610/5593300 • FAX: 6101'250-8817 taiJ Rev.A 9i96 Reg3~eretl irademaH Jlctulic ComG-y oi.4nerice s Copyri9ln 1996 Viaacf„; Gom~pany o; AncLce Pc.',t=tl ir. U S.F. DIMENSIONS Style 741 Sizes 2- 12' (50 - 300 mm) ANSI Class 125 and 750 Flange -~Zt~- ~pa..~.~0 A X ~ V W aa II OO O OO ~ Note: Gray area of ma6ng face must be free Gom gouges, undulations or tleformifies of any lype (or e(fective sealing. Style 741 Sizes 14 - 24' (350 - 600 mm) ANSI Class 125 and 150 Flanges Max. Max. Sealing S rt Aw~ rx. Work End u ace Dimensions e [nch8 Pres Load No. Boltr Inches/mm Incheslmillimeters W 9ht . pSl• Lbs ' Bolis Size "A" ••B" Each K kca . rv Req'd.t Inches Max Min W X V Z L6s. . . gy 300 1,330 s ' 238 3.41 675 6 00 4 75 075 3 1 2065 5920 q /e X 2 6G 2? 1;2 . 152 . !21 19 . ?9 300 7950 5 2.88 391 7.88 7 00 550 0 88 4] c 2065 8830 4 /e x x 3 73 39 "<OG . R"o tG0 . 22 3 3.500 300 2,885 s 3.50 4.53 8.44 7 50 6 00 0 94 5 4 80 88.5 2065 12840 y ~ X 3 85 115 214 . 191 . 152 . 24 . 2.4 4 4_500 300 4,770 5 4.50 5.53 9 94 9 00 7 50 0 94 77 100 114.3 2065 21225 8 /aX3 114 141 . 252 . 229 . 191 . 24 3.5 5 5.563 300 7,290 3 ~ 5.56 671 71_00 10 00 8 50 7 00 93 125 141.3 2065 32440 8 X3 ~ 147 171 279 . 259 . 216 . 25 42 6 6.625 300 70,350 a 6.63 778 12 00 11 00 9 50 7 00 10 3 150 1683 2065 46060 8 a X 3Yz 168 198 . 305 . 279 . 241 25 . 4] ~ 6/zO.D. 6.500 300 9,960 8 3/aX3%s 6.50 7.66 11.00 9.50 1.00 10.0 165.1 2065 44320 165 195 + 279 247 25 4.5 8 8.625 300 17,500 3 8.63 9.94 14 63 13 50 11 JS 1 73 16 6 200 219.1 2065 77875 g /q x 31h 219 252 . 372 . 343 298 . 29 . i5 10 10750 300 27,215 ~ 1075 12.31 17 19 76 00 1425 1 19 242 250 273.0 2065 121110 12 /eX 4 273 313 . 437 . 406 362 . 30 11.0 72 12750 300 38,285 ~ 1275 74.31 2025 79 00 17 00 125 46 f3 300 3239 2465 170270 12 ex 4 324 364 514 . 483 . 432 32 . 21 2 - un paye a. - +"W" tlimension does nof apply. t Total bolts requiretl to be supplied by installer, may be ortleretl iwm Victaulic. IMPORTANT NOTES: Sryle 741 VicFlange adapters pwvide rigitl join[s when usetl on pipe with stantlartl cut or wll qroov¢ pimensians and consequently allow no tinear or anyular movement at [he joint- When usetl with Victaulic Series 700 bulterfly valves, plastic pipe or light wall metallic pipe, small teeth in I.D. of key section shaultl be removetl antl may be usetl on one sitle ol fie vaive. Contaci Victaulic for inlormalion on A52129-Tabie E; ISO 2084 (PN10); DM 2532 (PN10) and JIS B-2210 (tOK) Oanges. Z n O II x CI g i i ~~~oQa ° ° 11 Note: Gray area of mating face must be (ree imm gouqes, undulations or de(ormities of any type lor e!(eqive sealing_ oG.Ptu ealing PiPe Surtace Dimensions Inches/mm Mau Max Assembly Boltst Dra Inches/mm IllChes/millimeters . Work. . Entl Y Approx. Pres. Load No. Weight Nominal Actual pSl` Lbs.' Bolls Size No. A" °B^ ~ Each Size Size tpa N Req'd. Inches Bolts ax. Mia T V W X y Z Lbs. 14 3 0 1 4.000 300 46,180 1Z 1 XQ~z q 4~00 16.39 4 k9 75 0 3556 2065 205500 356 ffi 416 . 340 i6 ~ OC 16.000 300 60,300 16 ~ X 4Yz 4 6.00 78.39 7.12 2350 2125 144 90 0 dO6a 2065 26E335 qr~6 40'] 552 22 EE9 597 54G 3] . 4GE 78 450 18.000 15] 0 300 76340 16 1%X 43/a 4 .W 20.00 2250 7.04 29.00 25.W 2275 L56 100 0 ? 3397C0 ~7 ~0`e Si2 26 737 ocg $7p JO . 45 4 0 . 580 0 " 94,250 20 1'/e X 5'/< 4 .00 2250 2525 1.17 3 t W 27.50 25.00 1.69 . 120.0 2Go 5 4l9GJJ ~3 57? ^J' C S;rJ "e85 035 r3 543 4 24.00 ^ 300 735,700 20 .00 27.75 2925 1.38 36.00 32W 29W 94 m t : G o 2Ccd 6036c r _ ?'~4 t Total bolis required to be supplied by insiailer, may be ortlered fmm Victaulic. Bolt sizes for conventional flange-(o-flange connection. Longer bolts requiretl when Vio-Flange utilizetl with wafer-ype vaNes § Draw bolts supplied with 14 - 24' (350-600 mm) Vic-Flange atlapters. .06.06 - 2 Style 743 Grooved pipe adapter ro ANSI Class 300 flanges 066r3F Maz. Max. Sealing Aprx. PiPe Wk. End No. Surtace Dimensions W9t. Inches/mm pres Load Bolts BolfMut inJmm Inches/mm Each Nom. Actuai . PSI' Lbs.' Req'd. Size "A" "B" Lbs. SiZe Si2E kPa N } InLhes MeX. Min. X Y Z kg 2 375 2 720 790 3 2.38 3.41 6.50 5.00 0-94 4.8 50 . . a 'n, X 3 63 ' - 2'h 2875 720 4670 2.88 3.91 7.50 5.88 1.06 7.4 65 730 4950 2:78C 8 3/ a X 3 'a 73 95 191 149 21 3' 3 3 500 720 925 6 3.50 4.53 825 6.63 7.19 9.1 80 . 3 45E0 . 308•5 ~ 3'a X 3%z 89 - +ga 3G e. ; 4 4 500 720 11445 4.50 5.53 1000 7.88 1.31 15.3 100 . 11,13 4960 50930 8 ~ /a X 33/a 114 254 2_0 33 6.9 5 5563 720 17 500 5.56 672 11.00 9 25 1.44 17] 125 Ht3 4960 . 77E75 B ~x4 "i 17: 279 21: 37 6 6 625 720 24805 6.63 778 1250 70.63 1.50 7_34 i5G . i&8.3 4960 110380 12 ~xaY ~cd 19E 31° 270 35 IDE 8 8 625 720 045 42 8 63 9.94 15.00 13.00 1.69 34.3 200 . 219.1 4960 , 187100 72 ~ /aX4~14 215 252 361 330 43 15.6 10 10750 720 315 65 7075 12.31 17,50 1525 7.94 483 250 273.0 4960 , 290630 16 1 X 5/4 273 313 445 367 49 219 12 2 75 1 0 720 11 5 ~ 1 1 20 0 17 75 2 00 0. 3 0 . 323 9 4 6 0 90 II80 6 1/4 X 5~/0 2 3 2 , 3 .0 Re(er lo no(es on paye 4. Style 743 Vic-Flange must be ordered as a(actory assembly when connec[etl lo a Viclaulic (ilting or valve. Contac! Victaulic for delails. t Total bolis required to be supplfed by instalier.. may be ortleretl fwm Vicfavlic. Vic-Flange Adapter Notes 7. The Sryle 741 (2 - t Z/50 - 300 mm) design incorpora(es small teeth in- side the key shoultler I.D. to prevent mtation. These teeth should 6e re- moved when Vic-Flange adapter is utilized with a Victaulic Serics 700 grooved end buttedty valve, Sched- ule 5 pipe or plastic pipe. Vic-Ftange atlapfer Sryle 741 may only be used on one side of Vic[aulic Series 700 butter(iy valve, sizes 2 - 4' (50 - 100 mm) litfed wlth slandard or latch-bck handles. 2.Vioflanye adapter must be as- sembled so it tloes no1 intedere with handie operation. Because of the ouF side ilange dimension, Vic-Flange atlapter should not be usetl wiihin 90° of one anolher on a standartl filting. When wafer or lu9-lype vaNes are used adjoining a Victaulic fitting, check tlisc tlimensions to assure pmper Uearance. 3.Vic-Flange adapters shouid not be used as anchor points for tie rods across nonrestrained jofnts. Maling mbber faced Ilanges, valves, etc. re- quires the use of a VicPlange washer. A. Area A-B noted in the abov2 tlraw- ing must be free fmm gouges. undu- Iafions or deformities of any type for eflective sealing. 5.VicRange atlapter 9askels must always be assembletl wl[h the color coded lip on the pipe and the olher lip facing the mating (lange. 6.Vio-Flange hinge points must be oriented appwximately 90° to each olher when mated. 7.Flange Washers: VicFlange adaplers require a smooth hard sur- face at the mating flange face for ef- fective sealing. Some applications for which the Vio-Flange adapter is oth- erwise well suited do not provitle an adequate maling surface. In such cases, ii is recommended Ihai a met- al (7'ype F phenolic for Sryle 647 with copper syslems) Flange Washer be inserletl belween ihe Vic-Flange adapter and the mating ilange to pro- vide Uie necessary sealing surface. Typical applications where a Range Washer shoultl be used are: A. When mafing to a serrated flange: a Ilange gaakef shouid be used atllacent b the serrated flange antl Ihen the Flange Washer is inserled belween Ihe Vic-Fiange adapter and the flange gasket. B. When mating to a wafer valve: where typical valves are rubber Ilned and partialty m66er facetl (smooth or nol), the Ptange Washer is placed belween the valve and the VicFlange adapter. C. When mating a rubber faced Ilange: the FlangeWasher is placed belween Ihe Vic- flanges and the rub6er faced flange. D.When mating AWWA cast (langes to IPS flanqes- the Flange Washer or Transition Hiny is piaced between iwo Vic-Flange adapters with the hinye poinls ariented 90° lo each other. If one flange is not a ViaRange adapter (e.g., flanged vaNe), ihen a flange gasket must be placed adja- cenl lo lhat flange and the Flange Washer inserted be- tween the Flange gasket and the VicFlange adapler. Trensi- tion rings ralher than Flange Washers musf be used when mating Style 741 [o Style 341 Flange Adapters in sires 14 - 24' (350 - 600 mm). E. When matiny to components (valves, strainers, etc.) where the component flange face has an insert follow the same ar- rangement as in Appiicalion 1. When ordering Flange Washers, al- ways specify producf style (Sryle 741.743, 341, 647. 994) andsize fo assure proper Flange Washer is supplied. 06.06 - 3 No[e: Gray area of mating face must be free from gouges, untlulations or tlelormities oi any ryoe for eifective sealing. REQUIRED SEALING SURFACE ~ il B Mdi. Min. OD Note: Gray area af maling face musl be free from gauges, undulations or tleformifies oF any ype for eHective sealin9. osaaaa O6W-SA snL e 7ai snL e 743 Pip e Sea Surt ling ace Pip e Sea Surt ling ace Nom Inche . Size s/mm Sealing Inche Surtace s/mm Inche s/mm Inche s/mm Inches /mm Inche s/mm Cpig. Pipe Max. Min. Nom. AcWal Max. Min. Nom. Actual Maz. Min. Size O.D: A 6 Size Size A B Size Size A B p 2375 2.375 3.406 2 2375 238 3 41 70 10750 1075 12.31 50 603 so 87 50 60.3 60 e7 250 2730 273 313 2% 2_875 2.875 3.906 2'h 2875 288 3.91 12 12750 1275 14.37 65 730 73 99 65 73.0 73 99 300 3239 324 364 3 3.500 3.500 4531 3 3.500 3.50 4.53 14 74.000 14.00 7639 80 e8.9 89 ns 80 88.9 89 115 350 355.6 356 416 4 4.500 4.500 5.531 4 4.500 4.50 S53 16 16.000 16.00 18.39 100 114.3 na 141 ioo 114.3 na iai 4o0 4064 406 467 5 5.563 5.563 6.718 5 5.563 5.56 6.77 78 18.000 18.00 20.00 125 741.3 tai n1 125 iat 3 iai 171 4 5a asZO a57 soa 6 6.625 6.625 7781 6 6.625 6-63 7.78 20 20.000 20.00 22.50 t68 198 150 160.3 168 198 500 W8D 50" 572 D 6500 6.50 7,66 24 24.000 2400 2775 . 6Yz O. i651 165 195 600 6100 610 ]OS T 8 8.625 8.63 994 200 2i91 2~9 252 3 2 324 364 VicFlanqe 9askets musl always be as- sembletl with the color cotled lip on the pipe and the oNer lip lacing the mating flange. MATERIAL SPECIFICATIONS Housing: Ductile ixon confocm- fng to ASTM A-536, Aousing Coating: Black enamel ❑ Optional: Hot dipped galva- nized and others. Coupling Gasket: (specify choice') ❑ Grade "E" EPDM EPDM (Green coloi code)- 1'empecahue range -30°F to +230°F (-34°C to +110°C). Recommended for hot wa[ex se[vice within the snecified [emperatuie rangc plus a . var9eCy of dilute acids, oil-free aii and many chemical ser vices. iTL classified in acwr- dance with ANSI/NSF 61 for pouble watei service. NOT RECOMMENDED FOR PETROLEUM SERVICES. ❑ Grade."T" nitrile Nitrile (Orange color code). Tempeia2uce cange -20°P to +180°F (-29°C to +821C). Rec- ommended for Petroleum pmducGS, air with oil vapors, vegetable and mmeral oils within the specified tempeca- mre range; except hot, dry au over +140°F (+60°C) and water over+150°F (+66°C). NOT RECOMMENDED FOR HOT WATGR SERVICES. 'Services lis[ed aze General Ser- vice Recommendations only. It shoiild be noted that there are services for which these gaskets are not recommended. Refer- ence should always be made to thelatestVictanGc Gasket Selection Guide for specific gas- kev senrice recommendations and foc a lisUng of servfces which aze not xecommended. Hinge Bushing:2-12"(50- 300 mm) oNy: Electroplated steeL Draw Bolu:14 - 24' (350 - 600 mm) only: Heat [ceated ova] neck track bolts conforming [o ASTM A-183. NOTES Sryle 741 and 743 VicFlange adapters provlde ri9itl loints when used on pipe with stantlartl roll or cut gmove dimensions antl consequernly allow no linear or anqular movement 2t the joint. ' Working Pressure and Entl Loatl are totai, from alI intemal and ea4emal loads, based onslandard weight steel pipe, stantlard mll or wt gmoved in accordance with Victaufc speclfcalions. ContacNictaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the MaYimum Joint Working Pressure may be increased to 1%z limes the ffgures shown. WARNING: Piping systems must alwaya be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. This prOtluct sttall be manufacWred by Viciaulic COmpany. All pmtlucis sM1all be indalled in accordancewilh current Vidaulic installation/assembly insVUqions. Viclaulic reserves the right to chanqe pmtluct specfficalions, aesigns antl stanaara eqvipment without nolice antl wilhovt incurring obligations. 06.06 - 4 M RIT MERIT MANUFACTURING CORPORATION 319 Circle of Progress • Pottstown, Pennsylvania 19464-3811 MERIT WELD-MISERTM TEE-LETe UNIFIED DESIGN„a WELDING BRANCH OUTLET FITTINGS MERIT WELD-MISERJEE-LETS. For Fire Protection & Other Low Pressure Piping Systems Merit Weld-Miser.. Tee-Let. Welding Branch Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings specifically designed and manufactured for use with schedules 5 thru 10, proprietary thin wall, and standard wail pipe. Unified DesignTM Series MeriYs Unified DesignTM Series carries all important design considerations into the entire line of welding branch ouNet fittings. Consider the following: • Each outlet size 1-112" and larger, whether female threaded, male threaded, weld beveled, or grooved requires the same hole size to be cut in the header pipe, thereby simplifying the installation process. • A nearly uniform wall thickness is employed tor a given outlet size regardless of the end connection: i.e. female threaded, male threaded, or grooved. This allows heat settings for weld attachment to be optimally set to provide for full penetration welds with virtually no pipe distortion on schedule 5, 10 or standard weight pipe. • Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding eqwpment is used to install Merii Tee-Lets. • Threads are cut in accordance with the requirements of ANSI B1.20.1, 300 Ib. class, national standard for tapered pipe threads. DIN 2999 threads are available for the European market. • The Weld-Miser. Tee-Leto bevel configuration, and reduced wall thickness require one weld-pass for installation. Aside from meeting all applicable code requirements, installation time is significantly reduced. • Tee-Let threaded and grooved welding outlet fittings are UWLC Listed, and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. • Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, while permitting the first size listed to fit the header perfectly, while a small gap along the Iongitudinal centerline of the header will appear for the second size listed. For those installers using fixtured automatic welders, Merit produces a siie for each header, thereby insuring perfect alignment. rOf iVUf 1"Ip111tJ, JySlClll, JVCG11y YYCIV-IVIIJGITM IGG-L_GLU Branch Outlet Fittings shall be Merit Weld-Miser.M Tee-Leto, lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn-through and pipe distortion on schedules 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 6120.1, tapered 300 Ib. class or DIN 2999, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. Tee-Letso by Merit Manufacturing Corporation, Pottstown, Pennsylvania 19464 U.S.A. TYPE C (Std. Wt.) SHOWN Type A - Female Threads Ordering Data Use either of the following methods for ordering Merit Weld-Miser Tee-Lets. Method No. 1 - Specity quantity desired foilowed by the part number shown in the "dimensions" chart for the type and size of outlet desired. QUANTffY PART NUMBER Method No. 2 - Use the following system: Merit - x 30016s. Tvoe Weld-Miser Steel Quantity 1 Outlet Size Header Size Weight End Tee-Let Materiz Always 1 1 Column "A" Insert size A- 1 Fema le Thread order a few of chah consolidation more than (rom acWally Column"8° required for of charl the job Nommal Nominal .Part OuUet f~side° ,Make`f Outlet Hea`der Numbe( Length Diametei Up 5izEi Size-~ • , Inches .Idches~' Inches` :C 1010. ~ x 1012 ; '7 0625. 070D 0590~ '2,2h" 1015 ~ 2/z 8: 10I6 f - ~ ~ 135 2 1036' i:12 5 0.9➢0 0.500 , f 2' /z 1055 1145 0.500 4 . 1060 8 , 1065 r1Y~ 1D70 - 17x2_i 1075 1 Y4x 24&' 7080 ' 1375• 7.490 ' 1500 T/z-3 : - 7081 3 4,~ ' 10&5 5 8 1096 112 1095 , 2 : NDO 7112 x ~ 2'Iz 110.5 1.625 1.610' _ 0875 ' 3 4 t110 a irir . 5 8. . . 1715 Special Order U~ LISTED Fe]G'30O ff G~ln dgdn0 sp_4DGUli APPROVED 0 LISTED Type B Male Thread Std. Wt. Type C Cut Groove Std. Wt. Type C/R Roll Groove Sch.10 Ordering Data Use either of the following methods for ordering Merit Weld-Miserw Tee-Lets. Method No. 1 - Specify quantity desired followed by the part number shown in the "dimensions" chart for the type and size of outlet desired. QUANTITY PART NUMBER DISTRIBUTED BY E E F Groove MaleThread Type C Type B Method No. 2 - Use the following system: - x Type Merit Steel Quantiry OuNet Size Header Size Weight End Tee-Let Matenal 1 I Always Column "A" ! Insert size 1 Sch. 10 order a few of chart consolidation Standard more Ihan trom acWally Column"B" B - MaleThread required for of chart C- Cut Groove the job. C/R - Roll Groove MADE IN U.S.A. MERIT MANUFACTURING CORPORATION 319 Circle of Progress Pottstown, Pennsylvania 19464-3811 (610) 327-4000 • Fax (610) 970-9282 Fax Toil Free 800-543-7013 OO Copyright 1996 by Merit Manufadunng Corporation CG/5M/4-96 Bulletin 136G Model F1 FR Model F1 FR Recessed Quick Response Sprinklers Model F1 FR Sprinlder Types Standard Upright Standard Pendent 6ctended Coverage Pendent Conventionai Vertical Sidewall Horizontal Sidewall -HSW 1 Deflector 6ctended Coverage (QREC) Horizontal Sidewall -EC6 Deflector Model F1 FR Recessed Sprinider Types Recessed Pendent Recessed Horizontal Sidewall - HSW1 Deflector Recessed Ectended Coverage Pendent Recessed Extended Coverage Horizontal Sidewall Product Description Reliable Models F1 FR and F1 FR Recessed Sprinkiers are quick response sprinklers which combine the dura- bility of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1FR and FiFR Recessed automatic sprinklers uGlize a 3.Omm frangible glass bulb. These sprinklers have demonstrated response fimes in labora- tory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR and F1 FR Recessed sprinklers to apply wa- ter to a fire much faster than standard spnnklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a pre- cisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. The balance of parts are made of brass, copper and be- ryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liqwd and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubbie smaller and smaller as the liqwd pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to dist(bute the discharging water. The temperature rating of the sprinkler is identified by the color of the glass bulb. Application Quick response sprinklers are used in fixed fire pro- tection systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orfice size, temperature rat- ing, deflector style and sprinkler type are in accordance with the latest published standards of the National Fre ~ Protection Association or the approving authoriiy having ' jurisdiction. Quick response spnnklers are intended for tnstallation as specified in NFPA 13. Quick response.. sprinklers and standard response sprinklers should not be intermixed. Horizontal Sidewall HSW 1 Defiector Recessed Pendent Extended Coverage Recessed Fxtended Pendent Coverage Pendent ~ C CD ~ w m C) 7he Reliable putornatic Sprinider Co., Inc. 525 Nath MacQuesten Parkway, Mount Vemon, New York 10552 Model F1FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: "K" Factor Sprinkler Approval Sprinkler Type US Metric Height Organizations Standard-Upright (SSU) and Pendent(SSP) Deflectors Marked to Indicate Position Yi' Standard Orifice with ?i" NPT (R z) Thread 5.62 81.0 22 " 1,2,3,4,5,6,7,8 '%z Large Orifice with NPT Threatl 8.0 115.3 2.3 " 7,2,3 '/,s " Small Orifice with NPT (R)4) Thread 424 61.0 2.54 " 1,2,8 Y 'ra" Small Orifice with Y NPT (RY) Thread (1) 2B2 40.6 2.54 " 1,2,8 10mm Orifice XLH wilh R% Thread 4.10 59.1 56.1mm 4,6,7 Conventionai-Instali in Upright or Pendent Position tOmm Orifice XLH with R'/s Thread 4.10 59.1 56.1 mm - 15mm Standard Orifice with Yz" NPT (RJz) Thread 5.62 81.0 56.1mm 4,6,7 (1) Identitied by a pintle e#ending beyond the deflector. Model F1 FR Quick Response Recessed Pendent Sprinkler Instailation Wrench: Model RC1 Sprinkler Wrench instailation Data: l Tb d "K" Factor S i kl roval(Z) A if rea pr n er pp Or ice Size US Metric Height Organizations Yz" ('ISmm) Y'NPT 5.62 81.0 2.2"(56.1mm) 1,2,3,4,5,7,8 '.'sz" (20mm) NPT 8.0 1753 2.3" 1,2,3 Yz" NPT 4.24 67.0 2.$4" 1,2,8 Y2" NPT 2.82 40.6 2.54" 1,2,8 tOmm R% 4.10 59.7 56.tmm 4,7 Identified by a plntle exRending beyond the deFlector. (Z)Re(er to escutcheon data table for approvals and dimensions. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approvai Type: Light Hazard Occupancy Installation Data: Nominal Thread "K" Factor rinkler - S roval A Orifice Size US Metric p Height pp Organizations '/z"(15mm) Y_ NPT 5.62 81.0 22" (56.1mm) 7,2,3,4(1),5,6,7,8 (1) LPC Approval is Pendent only. Model F1 FR Quick Response Horizontal Sidewall Sprinkler Defiector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organ"¢ations "K" Factor and Type of Approval Nominal Thread Sprinkler Light Ordinary Orifice Size US Metric Length Hazard Hazard . , %z NPT 5.62 81A . . 2.63" 1,2,3,5.8 1,2,5,8 NOTE: UL and ULC listing permits use with Ft or F2 recessed esctucheons. Upright Upright Pendent Conventional ~ Ns~~;` 2. Model F1 FR Quick Response Extended Coverage Pendent Sprinkler Deflector: EC Installation Wrench: Model D Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy ~..~+~n~t~.,., n~r~• Nominal Thread 'I ~FactOr Sprinlder Approval Temperature Orifice S¢e US Metric organ~tions Rating°F '%z(20mm) Y(15mm) - NPT YNPT I 8.0 5.62 112 81A 22"(56.tmm) 2.1"(53.4mm) 1,2,3.8 1,2.8 135,155 135,155 Model F1 FR Quick Response Recessed Extended Coverage Pendent Sprinkler Deflector: EC Installation Wrench: Model RC1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy Naninal Thread KFactOr Sprinlder Approval (21 Temperaht~ Orifice Size US Metric ~^9~ Organ'vanons Rating°F 171Z (20mm) Y"(15mm) '/<"NPT Y"NPT 8.0 5.62 112 81.0 2.2-(56.1mm) 2.1"(53.4mm) 1,2.3,8 1.2,8 135,155 135,155 FM Approval - 735°F only. Refer to escutcheon da[a [able for approvals and dimensions. COVERAGE AREA Flow Pressure (PSi) Max. Enclosure Area R t Width xLength a e (gpm) K=8.0 K=5.62 (ft.) x (ft.) 26 10.6 21.6 16 x 16 33 17.0 34.7 18 x 18 40 25.0 5~.0 20 x 20 (3) 135°F Onl = v. .~cu a.. r ~ . 1 4ii«~J w rmwc roa~ r ~c[ > . p ~ e I 03 va I 1 „a .,.m . : 21111. us.w~a Y Model Fi FR Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC6 Installation Wrench: Model D Sprinkler Wrench Approval Type: Quick Response Extended Coverage--Light Hazard Occupancy instaltation Data: ~d Sprinider Approval Tempereture [*J * g g~ Leng[h Organvations Rating; F (20mm) NPT 8.0 172 275"(69.9mm) 1,2,5 135 COVERAGE AFEA FlaW Max. Enclosure Area Deflector to Rate Pressure Width x Length Ceiling Dimension (gpm) (psi) (ft.) x (ft.) Min (in) - Max. (in) 32 16.0 16x20 4-10 35 191 16x22 4-70 39 23.8 16x24 4-10 Model F1 FR Quick Response Recessed Extended Coverage Horizontal Sidewali Sprinkler Deflector: EC6 Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage- Light Hazard Occupancy Instatlation Data: Nom inal Thread "KFa~Or Sprinkler Approval (1) Temperature Orifice P Size US Metric Length Organ"vahons Rating; F i~(20mm) X Y," NPT 8.0 112 275"(69.9mm) 1,2,5 135 (nRefer to escutcheon data table for approvals and dimensions. COVERAGE AREA Flow Max.Enciosure-krea Deflectorto, . Rate Pressure Width x Length Ceiling Dimension (gpm) (psi) (ft.) x (tt.) Min (in) - Max. (in) 36 20-3 16 x 22 4-10 rr'n 71 w n +F_3. Model F1 FR & F1 FR Recessed Quick Response Sprinlders Installation Quick response sprinklers are intended for instailation as specified in NFPA 13. Qwck response sprinklers and standard response sprinklers should not be intermixed. The Model F1FR Recessed Quick Response Sprin- klers are to be installed as shown. The Model F1 or F2 Es- cutcheons il lustrated are the only recessed escutcheons to be used with ihe-Model F1 FR Sprinklers. The use of any other recessed escutcheon will void ali approvals and negate all warranties. When installing Model F1FR Sprinklers use the Model D Sprinkler Wrench. When installing Model F1FR Re- cessed Sidewall Sprinklers use the Model GFR1 Sprin- kler Wrench. Use the Model RC1 Wrench for installing F1FR Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. Maintenance The Models FiFR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any spnnkler which has been painted (other than factory apphed) or damaged in any way. A stock of spare sprinkiers should be main- tained to allow quick replacement of damaged or oper- ated sprinklers. Approvai Organizations 1. Underwriters Laboratories, Inc. 2. Underwriters' Laboratories of Canada 3. Factory Mutual Research Corporation 4. Loss Prevention Councii 5. NYC BS&A No. 587-75-SA 6. Meets MIL-S-901C and MIL-STD 167-1 7. Verband der Sachversicherer 8. NYC MEA 258-93-E ULI Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler, or Quick Response Extended Coverage Sprinkler ULI Guide Number VNN Temnerature Ratinas . • qastification SprinMer Tem re Bulb ' C l .C ~F or o Ordinary 57 735 Orange Ordinary 68 155 Red Intermediate 79 175 Yellow Interznediate 93 200 Green Hi h(') 141 286 Blue in Not available for recessed sprinklers Sprinkler Types Standard Upright Standard Pendent Ectended Coverage Pendent Conventional Sidewall Vertical Horizontal HSW1 Extended Coverage EC6 Recessed Pendent Recessed Extended Coverage Pendent Recessed 6ctended Coverage Horizontal Sidewall EC6 Recessed Horizontal Sidewall HSW"I Standard Finishes S rinkler~'~ Euutcheon gronzy Bright Brass Plated Bngh[ Brass Pla[ed Satin Brass Pla[ed BrightChromePlated BrightChromePlated , SaGn Chrome Piated Satin Chmme Plated Enarnel Painted In Fnamel Painted Potyester Coated ru Black Plated . . Biack Pla[ed in UL and ULC Listed and LPC Approved only. Biack, off whi[e and white are standard colors. Other decorative factory applied colors will be quotetl on requesf. (2) Por Exlended Coverage Pendent and Recessed Penden[ Spnnklers, FM Appmval indudes ail listed linishes. For all olher FM Approved Model F1Fft Sprinklers. FM Approval is limitetl to bronze and brass, chrome or black plated finishes only. Fecidchcnn na}a FaceofFM1tingto Eu~ ~ Approvals Ad'rysLnrnt "A" Ceilin9«W~I e (inches) (mches) Dimension incnes Fl 1,2,4 ~ a;c,r 1i/('q F2 1.2.3,4.5.7.8 iz m 1%s(z) n) Pendent (2) EC HSW Ordering information Specify 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Fnish 7. Escutcheon Type 8. Escutcheon Finish (where appiicable) Note: When Model F1FR Recessed sprinklers are ordered the sprinklers and escutcheons are packaged separately. The equipment presen[ed in this buliefin is to be instailed in acwrdance with ihe lales[ published Standards of Ihe Na5onal Fre Protecfion Association, Factory MuNal Research Corporation, or other similar organizations and also with Ihe provisions of govemmental codes or ordinances whenever applicable. Produc[s manufacWred and disin6u[ed by Reliable have been protec6ng Ide and property tor over 70 years, and are installed and serviced bythe rtrost highly qualfied and reputable sprinkler contractors located throughart the United S[ates, Canada and faeign countriea Manufactured by . The.Reliable Automatic Sprinkler Co., Inc. (974) 668-3470 Corporate Offices Pat., (914) 592-1414 521BS OffiCeS Revision lines mdicate updated or new data (914) 5923676 FaX pG Pnnted in U S.A 4/97. PM 9998W WZ7 Httppwuwcrella6lespnnkiercom InternetAddress ,i \on! EL046 GB FR Extra Large Orifice Quick Response Extended Coverage Light Hazard Upright, Pendent and Recessed Pendent Glass Bulb Automatic Sprinkier Manufactured by: Central Spnnkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product 0 Technical iiDescription Data The Central Model ELO-16 GB FR 6ctra Large Orifice Upnght, Pendent and Recessed Pendent Glass Bulb Automatic Sprinklers are designed for EMended Coverage spacing in Light Hazard occupancies per NFPA 73. They are Listed as Quick Response, up to 20' x 20' (6.1 x 6.1 m). The ELO-16 GB FR Sprinklers are Listed by U.L. for installa- tion in LH occupancies having ceiling construction as specified in NFPA 13 under smooth flat ceilings. The Model ELO-16 GB FR Glass Bulb Sprinklers incorporate a specially designed deflector that provides a much greater area of coverage than most commercial sprinklers. The extra large orifice allows this greater are8 of cover- age, while requiring much lower pressure. The Model ELO-16 GB FR incorporates the Iatest in heat-responsive glass bulb technology. The operating mechanism consists of a 3 mm liquid-tilled frangible capsule that is only 20 mm in length. The ELO-16 GB FR sprinklers are Listed by Underwriters Laboratories as 6ctra Large Orilice Sprinklers. They are intended for use, as all eMended cover- age sprinklers are, with hydraulically designed systems and using the flows and pressures as shown in this brochure. All spacing is rounded up to the neut higher category. For example, 17'-6" x 15'-0° (7.9 x 4.6 m) spacing would be calculated at the Listed 18' x 18' (5.5 x 5.5 m) flow and pressute. Operation: The glass bulb capsule operating mechanism contains a heat- sensitive liquid that expands upon application of heat. At the rated tempera- ture, the frangible capsule ruptures, thereby releasing the orifice seal. The sprinkler then discharges water in a pre- designed spray pattern to control or extinguish the fire. Model: ELO-16 GB FR Style: Uprigh[, Pendent and Recessed Pendent Escutcheon: Model ELO 2-piece RecessedNented Escutcheon Note: For the recessed configuration, only the Model ELO 2-piece Recessed/ Vented Escutcheon.may be used. Su6stitution of othei "recessed° escutcheons may impair the operafing sensitivity and distri6ution pattern. For the pendent version, non-iecessed escutcheans such as the Model40imay 6e used, but are not required. Wrench: ELO/ESLO/ESFR Combination (upright and pendent) Part #1073 ELO Offset (recessed pendent) Part #7092 Orifice Size: 0.64" (16.3 mm) (ELO) K-Factor: 11.4 (is3.o2merric) Thread Size: N.P.T. (20mm) Temperature Rating & Glass Bulb Color: Ordinary 135°F/57°C OrangejuLomy) 155°F/68°C Red Intermediate 200°F/93°C Green High 250°F/121°C Blue Approvals: U.l., "FM, MEA 466-92-E Vol. II " FM Approval is forpendent or upnqht not recessed pendent P/ease consulf FM 6uidelines for insfallation cnteria. Maximum Working Pressure: 175 psi (72.1 bar) Factory Hydro Test: 100% at 500 psi (34.5 bar) Standard Finishes: brass, chrome plated Corrosion-Resistant Coatings: white or black painted (U.L. only) Escutcheon: brass, chrome plated, white or black painted Length: 3Ya" (79.4 mm) Width: 2" (5o.8mm) Weight 5.0 oz. (742grams) Quick Response Extended Coverage Light Hazard Upright Pendent & Recessed Pendent Sprinkler No. 2-4.0 Old Cat. No. 3-3.0 ELO-16 GB QR Quick Response ELO-16 GB QR Quick Response Extended Coverage Light Hazard Upright Eztended Coverage Light Hazard Pendent b9 O13 3 1/8' 2 3/8" (79.4mm) 60.3mm) Ref. ~ I ~ 17/8'(47.6mm)-ti . Diameter Note: Centrefs Model 65 or401 escutcheon may be usetl. When using Ceniral's Motle165 escutcheoq the face of R.C. isto protmde 1/8' (32 mm)±1ry6"(L6 mm) beyond ihe finishetl ceiling line. ELO-16 GB QR Quick Response Extended Coverage Light Hazard Recessed Pendent , ~ ~i , ~ 7" z 3/4"(25 x 20 mm) ii Reducing Coupling r Face of Reducing 1 Coupling 3/8" (9.5mm) Min. 1 1!8° (28.6mm) Man. I 1 'Finished - Ceiling Llne Model ELO (2-piece) Recessed Escutcheon i ' Nented I 2 ~ 2 1/4" (572 mm) Dia. Min. ~ . 2 3/4' (69.9 mm) Dia. Max. -31/4" (826 mm) Diameter Design IN Data Design Requirements - Upright Light Hazard Extended Coverage Applications Spacing Flow/Pressure U pright Sensitivity 1350F 755°F, 200°F, & 250°F (57°C) (68°C). (93°C). & (721°C) 16' X 16' 302 9pm/7.0 psi QR QR (4.9 x 4.9) (114.5 Lpm / 0.5 bar) 18'x1 S' 33 gpm/8.4 psi QR QR (5.5 x 5.5) (125.7 Lpm / 0.6 bar) 20'x20' 40.0 gpm/12.3 psi QR STD (6.1 x6.7) (151.6Lpm/0.86ar) Caution: Minimum spacing between sprinklers is 12' for upright version. Design Requirements - Pendent & Recessed Pendent Light Hazard Extended Coverage Applications Installation All Central Model ELO-16 GB QR Automatic Glass Bulb Sprinklers must be installed according to current NFPA 13 Standards and these installation in- structions. Deviations from these re- quirements and standards or any alter- ation to the sprinkler itself wili void any warranty made by Central Sprinkler Company. In addition, installation must also meet Iocal government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to instailation. Install sprinklers after the piping is in place to avoid mechanical damage; repiace any damaged units. Upon completion of the installation, the system must be tested per recog- nized standards. Spacing Flow/Pressure Pendent Sensitivity Recessed PendentSensitivity . 135°F 155°F, 2001F,& 250°F 135oF 155°F, 200°F, 250°F (57°C) (68°C), (93°C), & (121°C) (68°C). (93°C). & (121°C) 16' X 16' 30.2 gp.0 psi QR QR QR (4.9 x 4.9) (114.5 Lpm / O.5 bar) F 18'x18' 33 gpm/8.4 psi QR QR STD (5.5 x 5.5) (125.1 Lpm / 0.6 bar) 20'x20' 40.0 gpm/12.3 psi QR STD STD (6.tx6.1) (151.6Lpm/O.Sbar) ` Use ELO vented support cup assembly, Part #4111 Brass, #4110 Chrome, #4112 White Caution: Minimum spacing between sprinklers is 12'-6" (3.81 m) for pendent and recessed pendent versions. Note: All spacings are not listed as quick response. Please check. For FM Projects FM Approval for the ELO-16 GB FR pendent is subject to the FM installation guidelines. Consult your local FM office for information. In the event of a thread leak, remove the unit, apply new pipe joint com- pound or tape, and reinstall. Installation Sequence Step 1. For Recessed Pendent Sprin- klers, the face of the sprinkler fitting should be installed a nominal'/a' (19.7 mm) (i-'/e" (9_5 mm) behind the ceiling line. Adjustments are made via the push-on escutcheon. Step 2. Use only a non-hardening pipe joint compound or Teflon' tape. Apply only to the male threads. Step 3. Hand tighten the sprinkler into the fitting. Use the appropriate Central wrench to tighten the unit into the fit- ting. A leak-tight joint requires only 7 to 14 ft-Ibs. of torque (sS to 19.0 Nm); a tangential force of 14 to 28 Ibs. (62.3 to `Te(lon is a irademark of the DuPont Corp. 724.5 N) delivered through a 6" (150 mm) handie will deliver adequate torque. Torque leveis over 21 ft.-Ibs. (28.6 Nm) may distort the orifice seal, resulting in leakage. The upright sprinklers shall be ori- ented so the frame arms are parallel with the branch line pipe per NFPA. Care & Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 100°F/38°C. For best results, store them in a dry, cool loca- tion in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA Standard 25 entitled, "lnspection, Testing and Maintenance of Water-Based Fire Protection Sys- tem'; contains guidelines and mini- mum maintenance requirements. Fur- thermore, the local Authority Having Jurisdiction may have additional regu- lations and requirements for mainte- nance, testing, and inspection that must be obeyed. It is advisable to have sprinkler sys- tems inspected regularly by a qualified inspection service_ Length of time between such inspections can vary due to accessibility, ambient atmo- sphere, water supply, and site activity. Do not attempt to reassembly or oth- erwise reuse a sprinkler that has oper- ated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same rype and tem- perature rating as replacements. Because the discharge pattern is erty, nothing should be hung or at- tached to the sprinkler unit that would disrupt the pattern. Such obstructions must tie removed. In the event that construction has altered the original configuration, additional sprinklers shouid be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protec- tion system from service. Be certain to secure permission from all Authori- ties Having Jurisdiction, and notify all personnel who may be affected dur- ing system shutdown. A fire watch during maintenance periods is a wise precaution. To remove the system from service mode, first refer to the system operat- ing guide and valve instruction. Drain the water and relieve pressure in the pipes. Remove the existing unit and instali the replacement, using only the special sprinkler wrench. Be certain to match ihe model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immedi- ately. Inspect the entire system for damage and repiace or repair as nec- essary. Sprinklers that did not operate but were subjected to corrosive ele- ments of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail mini- mum replacement requirements and regulations. CENTRAL Ordering Information Ordering Information: When piac- ing an order, indicate the fuli product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and inter- nationally, through a network of Cen- tral Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distrtbutor nearest you. Guarantee: Central Sprinkler Com- pany wili repair and/or replace any products found to be defective in ma- terial or workmanship within a period of one year from the date of shipment. Piease refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm= 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. OPTIMAT"' is a registered trademark of Central Sprinkler Company. cntical to protection of life and prop- Centrai Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 79446 OO 1999 Central Sprinkler Company PHONE (215) 362-0700 Pnnted in U.S.A. FAX (215) 362-5385 ELO-16 GB FR.1 F (NRS) c ~ . G (OSY) ° - ° -~---!10 D j A 1 q B E - ~ ' • ' • • ' ~ • ' . . • ' - • ~ • m AMFS 400OSS - WEIGHTS 8c DIMENSIONS $IZB A B C D E F G Weight w/ ates Weight w/o ates 21/2" 22" 3T' 10" 101/2„ 7" 91/4" 161/2" 148# 60ft 3" 22" 38" 10" 101/2° 71/2" 121/4" 22112" 226# 62/t 4" 22" 40° 10" 101/2" 9" 133/8" 231/2" 235# 65fE 6„ 27 112" AS 1/2" 15" 111/2" 11" 16 3/4" 30" 380# 110# 8" 29 1/2" 52 1/2" 7 5" 121 /2" 131 /2" 22 1/2" 37 3/4" 571 # 179# 10" 29 1/2" 55 1/2" 75" 12 1/2" 16" 26 1/2" 48" 773# 189# ~ 2112 "&3"DOCUmentedFlowCharecteristics(includingshNroflvalves) ,a a 15 ~ ,z „ 0 9 oi 3 0 100 200 300 4~0 500 60UGPM a Flow Rate (GPM) N 4"DOCUmentedFlOwCharacteristics(inciudingshuhoffvalves) y ,a 4.. y ,z J d 9 y 6 3 d 0 100 200 300 400 500 600GPM Flow Rate (GPM) ~ 6"DocumentedFlOwCharacteristics(incWdngshN-oflvaNes) = ,a a 15 V o z ~ g m 3 6 3 d 0 250 500 750 1000 1250 1500 GPM flow Rate (GPM) m 8"DocumentedFlowChaac[eristics(inc(udingshuM1OHvalves)" n /6 V ,a ' j J 1 ~ ti ,o s m a o aoo aao izoo isaa zaoo 2400GPM Flow Hate (GPM) ~ 10 "DocumentedFlowCharacterislies(inciudingshuPONvalves) N,e ° 16 10., lq J 1'1 m 10 N m e o sao iaoo 15oo zooo zsoo aooocrM a Ftow Rate (GPM) N SPECIFICATIONS The reduced pressure backflow preventer shail consist of two independently operating, spring loaded cam-check valves with a hydraulically operated differential pressure relief valve located between and below the cam-checks, required test cocks and optional inlet and outlet resilient seat shut off valves. When normal fiow exists, both checks are open and the pressure in the area between the checks, called the zone, is at least 2 PSI Iower than the inlet pressure, The differential pressure relief valve is closed during the normal flow. If cessation of normal flow occurs, the differential pressure relief valve will automatically open and discharge to maintain the zone at least 2 PSI lower than the inlet pressure. This action will prevent a backflow or back siphonage condition. After the required differential is established, the differential pressure relief valve again CIOSBS. The cam-checks include a stainless steet spring and cam- arm, rubber faced disc and a replaceable seat. The body shall be manufactured from 300 series stainless steel, lead free through the waterway, with a single two-bolt grooved style access cover. No special tools shall be required for servicing. The relief valve shall be compact with a rolling diaphragm and no sliding seals. The relief valve shall discharge in a 360° radius. "Contact the factory for specific approvals Eo. AM FLUID CONTROL SYSTEMS M82-55 NIBCO INC. World Headquarters m I5I6 Middlebury St o Elkhar[, IN 46516-4714 U.S.A. m www.nfbcn•cam 300 Ib. wwp bronze bali valve ~ Rre ProtecGon Valve • UL Listed for Indoor and Outdoor Senrice • FMRC Approved - Califomia State Fre Marshal Listing No_ 7770-1243:103 • Conforms to MSS SP-710 Threaded or Grooved Body Slyle • Fult Port Desi9n 1°- 2' - Standard Port Design 21h" • Accepts Intemal Supervisory Switches` 300 PSI NonShock Cold Water MATERIALS LIST FOR KT-505W 8, KG-505W PART SPEpFlG1T10N Y. Body - Bronze ASTM 6-584IUloy C844 2 gap Bronze ASTM B-5II4 AIIoy C894 _ 3_ Seat Ring Carban-filled TFE - 4. Thrust Washer Reinforced TFE 5. Slem Branze AS7M B-371 Alloy C694 7. Retaining Washer Brass 8_ Retaining Ring - Steei KT-505W-$* 9. Gmund Wire Screw 5(eel -}hrp,aded 10. 505-8 Act Assy- Brass 11- Body End . . Bmnze ASTM &584 Alloy C844 12. Mounting Screw Steel 13. Lock Washer Steel 74. Handle Pin Brass 75. HandWheel gwvpbsbsdmaied(17W-Ztlt)B=Tcetbrde(t) _ 16_ Indicator fla9 Painted Steel 17. Body Gazket Outomer 18_ Lead Screw 0-Ring Ndrile 19. Thrust Washer Mti-friclion Polymer 20. Covei Gasket Neoprene 21_ Flag Sea10-Ring Nitrile zz. Tam r-vrut screw steei KG-505W-8' =-4 .m;m ha.o r3ewr "Unt+'wteMal SDPMiSn s.aca~. grooved itefn to VW 45 fa deladslu n-71I Sri1ch Ilil. . . DIMENSIONS - WEIGHTS - QUANTITIES i ~ A ~ B C 0 - ~ 211 - 3.87 7 3.33 - 166 7114 4.78 - 2.09 - 2.46 427 1112 4 70 - 235 - 295 4.46 2 515 6.71 2.57 336 30 4.67 12 S.GS 728 2.92 3.64 3.75 4.67 2 t/Oiti C.Y is de6wd as me fl- iv GIA Wat a ralre Rill rn/ wm a P~ ~0P C.Y7 E F 6 Yalre 2.31 ' 6.14 ll5 57 272 6.33 3.50 103 297 6.33 3.50 143 3.18 6.33 3.50 245 318 633 3.50 183 ol 1-0 Pn wI'm rie nedu it reter at fiQ F. INeigYi 76d 6N Sb - 6.8 - - 8-3 10.7 9.7 117 117 Ba Cq 1 7 7 1 1 M.C. 10 . 8 4 n 4 . FM O • 5 APPROYEU KL505W ~C~ NIBCO INC_ Wodd Head ers n 1516 Middle6~y St o E ~ ~ 4~tait IkLait, IN 46516-4714 U.SA. a www.nibcacom ~ 300 Ib. wwp bronze ball valve Fre Protec8on Valve • UL Listedt • FMRC Approvedt • Conforms to M$S SP-110 ' Two-Piece Body • Chrome Plated Ball • Blowout-Proof Stem • Reinforced TFE Seats 300 PSI NonShock Cold Water MATERIAL LIST PAiff SPECFIGipW i. Handk Nut Znc Plated Steel - 2. Nandle LncpiGiroima(epbted.$hd;pOShSqGpat¢d 3. Packing Nu[-. B'acs /ISTM B-16 - 4. Paclring TFE . . 5. Stem Silicon Bronze ASTM B-371 Alloy 694 B. Thrus[ Washer RTFE---- 1 7. B Ball' Cas[ Red Bmnze, AS7M B-584Alloy 8I4 vriM Hard Chrome Piate 1 8. Seat Ring (2) R7FE 9- BodY Cas[ Red Bronze, ASiM B-584 Alloy 844 70. Body End Piece Cas[ Red Bronze. ASTM 8-584 Allov 844 c--~ 'Bali0ahWalr'/.','fi.:i3'+'s'aa'¢I417M&76AIMy 360 KT.585-70-UE (Full Port) with bwd Pbk_ , KT-580.70-UL (StarMard Port) NP7 x NPT KT 580-70-UL 1'/a' - 3' stand2fd poR threaded DIMENSIONS - WEIGHTS - QUANTITIES ea. A ew. a e:. e wm o raser AqfU. BoI ridW Sis i31S7091. Prt- RelR ft. dtp. 2 73: 5 i5 .5 10 700 'f 2'/w Pk 5Y +/z .6 10 700 3: Z`Y 2Y. 6'/. 3: 1.3 5 50 1 3^fn 2/ 6/w 1 1.8 5 40 Size T-58P70-0. 11/. 3Y~ 2% 6% 1 22 5 20 1'h - 4%. 3 8ZY- i% 3 3 S 90 2 - 4% 3'/. 91/w 1'h 5.1 5 10 2'h Sahx 3^/s 9^/.a 2 82 2 6 3 7Y 41.5: 17^/~ 2'h 157 - t . 4 t0. ti#ed, i76C Ilp'nN la fio ad drm m - s'rta'/.' • 2 56rs 25Y aA 39p~FM a S- 58&75. ~ . APVROVED KT-585-70-UL 'r: - 1 • tull port ~ ~ q ~ ~ idIBCO INC. World Headquazters n 1516 Middlebucy St m Elkhac[, IN 46516-4714 U.S.A. a www Ribca_cnm 250 Ib. wwp iron body check valve Fre Protection Valve - UWLC Listed • FMRC Approved • Grooves Conform to ANSI AWWA C-606 for Steel Pipe • Approved by ihe New York City MEA 258-93-E Drilled R Tapped for Ball Dnp Outlet • EPDM Seal - Bronze Seat • Stainless Steel Disc & Spring Actuated 250 PSI NonShock Cold Water MATERIAL LIST PART SPECIFlCAiION t. Valve Qody' Gray iron. ASTM-A48 Class 30A 2. Seat Bronzc C83600 or C93200, ASTM-B505 3. CWpPer Stainlcss Stee1304, ASTM-A240 4 Facing Seal"` - EPOM flub6er. 5. CWmping Ring Stainless Stee1304, ASiM-A240 6. Gasket" EPDM Rubber - 7. Spring Stainless Steel 302, ASTM-l373 8. Hinge Pin Stainless Steel 303, ASTM-A582 9. Bott Stainless Steel 304, AS7M-F593 10. Lalmu[" Stainless Steel 303, AS1M-F594 11. Plug 1/8' NPT Steel 12 Pluat/2'NPT - Steel . . •M[fiW ~e7lauaMe ••CtplxeYW sd Itit DIMENSIONS - WEJCHTS oueaskc Sunioil AppOL 5vs 11 Met R 2Y, 7.03 9 3 7.62 11 4 8.44 17 6 7025 38 G-917 W groovea FM z$ Cw. O .QQ . . APPPOVED G 91T-W r_. ~1 NIBc 200 ib. wwp bronze check Horizontal Swing • Regrinding Type •,.Aenewabla Disc 200 PSI Non-Shock Cold Water Conforms to MSS SP-80 MATERIAL LIST PpflT SPECIFICATION 1. Bonne[ Bronze ASTM M2 or 8-584 Alloy C84400 p, goAy Bronze ASTM B-62 or B-594 Nloy C84400 3. Hinge Pin Bronze ASTM e740 Ailoy C37400 or 8-734 Ailoy C23000 4, Disc Han9er Bronze ASTM e-62 5. kanger Nut Bronze ASTM 8-97 Alloy C65500 6. Oisc Nolder Bmnze ASTM &62 7. Seat Oisc Rubher (TFE 2112" 8 3') 8. Seat Oiu Nut Bronze ASTM &76, or 8-97 Nlay C65500 9. Hinge Pin Piuq (NOt Snown) Bronze ASTM B-040 AIloy C32000 '70. Seat Oi<c Washer ASTM 13 124 Atlay C655W 'Sizes 3/a". P'. 714° and t+h" only KT-403-W threaded NIBW check valves may be installed in 6oth honzonfal and verGCal lines with up- warC Flow or in any intermeAiate posilion. WARNINCa - Valve must be installeC downstream of receiver tank il u5ad in iine wilh reciprocattng air compressot. DIMENSIONS - WEIGHTS - QUANTITIES Hominal Size Dimenslons . Appmx. Nel WL 6oz ouantlry Mazter Carton iiuanltty Y. 2% 1s/e .5 70 50 vI 2~/,6 )nF6 .6 10 50 3h 215/4 17/e .9 ID 50 1 3%6 TSIf6 1.$ 5 30 11/. 43L.s 211/1s 2.3 5 20 71h 4112 2's/c 3.0 Z 70 2 5'/. 4.9 2 10 2'h - 8 Syb 1t5 1 5 . 3 91/. 6Y. 77.5 1 4 - Sizes 21h" and 3" suppiied as KT-433-Y wi[h TFE seat disc. NIBCO INC., ELKHART, INDIANA KT403-W NPT to NPT p W. RISer Ma111fOld • Commercial m NFPA 13 Systems • Floor Control ' High Rises • Residential m NFPA 13D/13R Systems Manufactured by: Central Sprinkler Company 457 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product The Riser Manifold is approved for installation in either the horizontal or availability of the Riser Manifold in different configurations allows cost- effective riser installation in commercial (NFPA 13) systems, high rises requiring floor control assemblies, and residential systems (NFPA 13R/13D). Description the vertical position. The optional relief valve assembly is The Central Riser Manifoid provides available for the required locations all of the accessory equipment for a such as NFPA 13 Section 3-1.2 which riser in a single assembly. The requires relief vaives on gridded systems. The threaded ends of the 1" and 1 Yi' bodies and the grooved ends of the 2" through 6" bodies allow for an easy transition to either check or control valves. The exclusive and dedicated flow switch designed for the manifolds has been tested and Listed for use in this specific configuration by Underwriters Laboratories. The Manifold bodies are painted fire protection red. Lettering clearly identifies flow direction as well as the test and drain outlet, thus providing the required sign. The Model F202 inspectors' test valve and the Model F101 trim valve are both U.L. Listed and make the best use of special thread combinations, eliminating the use of pipe nipples and the resulting potentialforleakage. Installation is simpiified with one convenient take-out for the threaded versions as well as one take-out for ail grooved sizes, 2" through 6". Technical Data Models: 13 (commercial) 13D (residential) or 13D/13R (residenfial) Styles: Threaded or Grooved Sizes: 1", 1'/z" 2" 2Yz" 3" 4" & 6" Approvals: U.L., U.L.C. Maximum Working Pressure: 175 psi Standard Finish: Fire Protection Red with White Lettering I.P.S. Cut Groove Specs.: AW WA C-606 Take-out Dimensions: See Figures Shipping Weight: See Figures Mfgr. Source: Domestic Optional Accessories: Pressure Relief Valve Kit, see page 5 I 1/_~:5: No. 28-1.0 Figure 1 1" Threaded Residential Trim - Model 13D (FOr optional pressure reliei valve, see Figure 5) 5/8" both ends Figure 1- Bill of Material 1" Threaded Residential Trim Detail No. Description No. Req'd Part # 1 Manifold Body F x F 7 971-064-00 2 Porier Waterfbw Swilch #VSR-SF 7 2448 3 Y<" Gauge, Water 1 2343 4 90° Street Elbow 1 671-800-23 5 x Close Nipple 1 131-50-000 6 Ball Valve 1 41303 Approximate Trimmed Weight - 7.5 Ibs. Figure 2 1 Y2" Threaded Residential Trim - Model 13D/13R (For optional pressure relief valve, see Figure 5) 11 ~ ; ~ ~ , c ~ n m Test antl Drain 00 z~ . ~ `Approximate thread engagement. ♦0 Male x Male Botly Optlon 1a f h 10" m ~ "Entl of pipe to entl of pipe. v 2 '9 10" J ' , Approximate Trimmed Weight - 9.0 Ibs. ~ The width of the Riser Manifold is ; approximately 31/2'. 2 Figure 3 1'/2" Threaded Commercial Trim - Model 13 (For optional pressure relief valve, see Figure 5) Male x Male Botly OPIion ta t .10' ~ 'EM d ppe b eM ol pw- Approximate Trimmed Weight - 11.5 Ibs. Figure 2& 3- Bill of Material :s_IA_ .s..._,...r .............r..~no1 1/2 l1 petail CDIYOIIUP~ 0l-4 No. R'd Part Detail No. Req'tl Part b N No. Description Comm. Res. Number No. Description Comm. Res. er um 1 Manifold Body M x F 1 1 971-075-00 8 Plug 7 0 816-12-00 1a Manifold Body M x M 1 1 971-075-10 9 3-Way Valve 7 0 41320 2 Porier Watefflow 5witch HVSR-SF 1 1 971-096-00 10 y,^ x 2" Nipple 1 0 131-19-000 3 7" Ball Valve F701 0 - 1 41304 11 1• xlh' x P Califomia Tee 0 1 42000 4 7" x%: x P Reducing Tee 1 0 611-822-12 12 Pipe Plug 1 1 801-12-00 5 1" Insp. Test & Drain Valve F202 1 0 971-079-00 13 7' x Close Nipple 0 1 731-65-00 6 Sight 61ass M x F 1 0 2567 1, 14 P Ball Valve F101 1 0 971-082-00 7 Y.' Water Pressure Gauge 1 1 1 2343 i Figure 4 2" Grooved Residential Trim - Model 13D/13R (For optional pressure relie/ valve, see Figure 5) 6 2' Male x Groove eody-Option OW ,13, I 7a ~ 'Entl oi pipe to enE ot pipe. FLOW I Approximate Trimmed Weight - 11.5 Ibs. z,ia° . - -z 'Approximate lhread engagemenl. 3 -Approximate thrcaJ en9agement. Figure 5 2", 2Yz", 3", 4" & 6" Grooved Commercial Trim - Modei 13 (For optional pressure relief valve, see Figure 5) 16 12 t 5/8" ~ D ' Approximate Ihread engagement. " 73' is the take-out for all sizes 2" thmugh 6'. Approximate Weights & Dimensions of Trimmed 2", 2'h", 3", 4" & 6" Grooved Commercial Riser Manifold Size A B C D (Ibs.) 2" 14" 13Yz° 5Yz" 14.0 2Yz" .14Ys" 14'/<" 6%a" 20.0 3" 14Yz" '/e" 15'/z" 6Yz" 23.0 4" tSYz" 4'/a" 18'/z" 8'/a" 39.0 6" 18'/s° 5Ye' . 20'/z' 9'/a" 55.0 Figure 4& 5- Bill of Material Residential and Commercial Riser Manifold (for replacement parts) Detail No. - Description No. Req'd Part Number Detail No. Desaiption No. Req'tl Part Number 1 2" Manifold Body Groove x Gmove 1 971-077-07 5 7' Sight Glass (2° body) 1 2560/2567 1 2%" Manifold Body Groove z Groove 1 971-077-02 5 P/.' Sight Glass (2%' & 3' body) 7 256612568 1 3" Manifold Body Groove x Groove 1 971-077-03 5 2' Sight Glass (4` & 6' body) 1 2569 7 4" Manifold Body Groove x Groove 1 971-077-04 6 Water Gauge 1 2341 7 6' Manifold Body Groove x Groove 1 977-077-05 7 Y4" PlU9 1 676-72-00 ta 2" Manifold Body Male x Groove 7 971-077.06 8 3-Way Globe Valve 1 41320 2 PoHer Watefiow Switch #VSC 1 971-097-00 9 1/4" X 2" NiPPle 1 131-19-000 3 1" Ball Valve (2" 6ody) F101 1 971-082-00 70 1' Piug 1 611-800-60 3 1'/.' 8all Valve (2%z & 3" body) F701 1 971-083-00 ~ 1 1"x %z" x 7' Tee 1 671-822-72 3 2" Ball Valve (4" & 6' body) F701 1 971-08400 1'/.° x%:" x 1%<" Tee 7 611-822-73 4 1" Inspedors Test 8 Drain (2" body) F20 1 977-079-00 2" x F~" x 2" Tee 1 611-822-14 4 tY:' Inspectors Test & Drain 1 971-080-00 ~2 1/2' Pipe Plug 7 801-12-00 (2Ys & 3" body) F202 13 P x%z x 1' Califomia Tee 1 4200 4 2' Inspectors Test & Drain 1 971-081-00 14 1" x Close Nipple 7 131-65-00 (4" & 6' body) F202 15 1' Ball Valve F101 1 41304 Figure 6 Optional Pressure Relief Valve Grooved Commerciai Trim - Model 13 4L Optional Pressure Relief Valve Accessory Kit (This is not a U. L. Listed device.) c n,m`o 00 Detail No. Part No. Description Req'd Number 1 90° Compression Fitting 2 196-068-0 2 W Watts Pressure Relief Vaive 1 198-066-0 3 11" Reinforced'k" Tubing 1 198-1430 4 1 x Y:" Reducing Bushing 1 611-8044 Above kit can be installed on all sizes of grooved bodies. Valve is tactory set at 775 psi (non-adjusiable). ~ Normally Closetl Note: If optional pressure relief is desired for Fgures 2 and 3, outiet on riser must be provided. Figure 7 Potter Watertlow Switch Terminal Connections SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL Caution: An uninsulated section ot a single conductor is nol pertnitletl to be looped ~ amund the terminal antl serves as hvo separate connections. The wire pM~~ must be severetl to serve as hvo separate connections, thereby providing supervision of the conneccion in the event that lhe wire becomes dislodged irom ihe lerminal. v ~p~dG pJS Figure 8 Potter Waterflow Switch Typical Electrical Connections LOCN. BELL SttLE 6/ CLn55 B TRaN5FORIAER OR (END OF LINE RESISTOR) pATTERY POWERED CIQ. (SEE NOTE) END OF OPEN ON PLARM CLOSE ON OPEN ON CLOSE ON LWE ALARM AIARM AlAR1A ftE515TOR SIGNALING DEVICE SUPERV6ED LOOP (SEE NOTE) TO ADD'L iYPICAL SWITCH ACTION FROM OPEN ON CLOSE ON COMROL AIARM ALpRM DEVICES OR RETURN OPEN ON CLOSE ON pMEL ALMM f. ALAftu ~ i0 CONTRCL Nole: Por supervised circuits, see "Switch Temunal Connections" and caulion nole (above). The Model VSR-SF has N+o switches, one wn be used to operate a central station, propnetary or remove signalling unil, while lhe other contact is used to operate a local audible or visual annuncialor. Tesfing: The lrequency of testing ior the Model VSR-SF antl ils associatetl pmteclive monitoring system should be in accordance with applicahle NFPA Standards anNOr the Authonry Having Jurisdiction, but untler no circumstances less than bimonthly. 5 Installation Ordering Information The Riser Manifold is approved for installation in either the horizontal or the vertical position. Installation Sequence When placing an order, indicate the full product name. Please specify the quantity, model, style, and size. Mechanical-grooved couplings must be ordered separately. Step 1. Instali the manifold body with the flow arrow pointing in the downstream position using threaded connections and/or Listed mechanical grooved couplings. Step 2. Connect the drain line. Ensure the Trim Valve is in the closed position and where appropriate, the I nspectors'Test Valve is in the °drain" position. Step 3. Piace the system in service and secure all supply valves open. NOTE: When instatling threaded bodies, use a non-hardening pipe joint compound. Care & Mainienance The Riser Manifold and accessories should be inspected as outlined in NFPA 25 to ensure reliable and trouble-free operation. The owner is responsible for the proper operating condition of all fire protection devices andaccessories. The NFPA Standard 25 entitled, "7nspection, Testing and Maintenance of Water- Based Fire Protection Systems'; contains guidelines and minimum maintenance requirements. Furthermore, the Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. Printed in U.S.A. Part OO 7994 Central Sprinkler Company Size Model Number 1" 13D, F x F 4067 1 Yz" 13, M x F 4055 1 Yz" 13, M x M 4056 1 Yz" 13D/13R M x F 4057 1'/z" 13D/13R, M x M 4058 2" 13D/13R, G x G 4059 2" 13, G x G 4060 2" 13, M x G 4064 2Y~" 73, G x G 4061 3" 13, G x G 4062 4" 13, G x G 4065 6" 13, G x G 4066 For Pressure Relief Accessory Kit Use Part Number 4063. CENTRAL FAX (215) 362-5385 Availability and Service: Central Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 . sprinklers, valves, accessories, and other products are available through- out the U.S., and Canada, and internationally, through a network of Central Sprinkler sales and distribu- tion centers. You may write directly to Centrai Sprinkler Company, or cali (215) 362-0700 for the distributor nearestyou. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current price list for further details of the warranty. Patents: Patents are pending. Conversion table: 1 inch = 25.4mm 1 foot = 0.3040M 1 pound = 0.4536kg 1 foot pound = 1.356Nm 1 p.s.i. = 6.895Kpa = 0.0689bar = 0.0703kg/cm2 1 U.S. gallon = 3.785 dm' = 3.785 liters Conversions are approximate. 13&13D/R.3 (B)o oSYSU-1, _2 POTTER OUTSIDE SCREW AND YOKE VALVE SUPERVtSORY SWffCH ~ PoCter Electric Signal Company Potter Efectric Signal & Mfg., LTD. 2081 Craig Road • St. Louis, MO 631464761 55 Glen Cameron Road (314) 878-4321 -(800) 3253936 Thomhill, Ontario, Canada L3T 1 P2 www_pottersignal.com (905)882-1833 UL and CSFM USTED, FM APPROVED and NYMEA ACCEPTED _ Dimensions: 6_19'L X 2_25'W X 5.88'H 15_7cm L X 5.7cm W X 14.6cm H Weight: 2 ibs (.9 kg) Enclosure: Cover - Die-Cast Finish - Red Spatter Enamel Base - Die Cast Znc AII parts have corrosion resistant finishes l `OSYSU-2 Stock No. 1010206 GENERAL INFORMATION The OSYSU is used to monitor ihe open posiGon of an OS & Y(outside screw and yoke) type gate valve_ This devrice is available in two models; the OSYSU-1,.contaio- ing one set of SPDT (Form C) contacts and ihe OSYSU- 2, containing two sets of SPDT (Form C) contacts. Tfiese switches rriount conveniently to most OS & Y vatves ranging in size from 2' to 12'. They will mount on some vatves as §mal( as 112"_ The cover is hetd in place by two tamper resistant - screws that require a special tool to remove. The tool is tumished with each device and shoutd be left with ihe ~ building owner or responsible party. Replacement or Cover. Tamper Tamper resistant screws, Optional cover tamper kit available. Contact Ratings: OSYSU-1: One set of SPDT (Form C) OSYSU-2 Two sets of SPDT (Form C) 15.00 Amps at 725/250VAC 2.50 Amps at 30VDC resistive Environmental Limitations_ -40°F to 140°F (-40°C to 60°C) NEMA 4 and NEMA 6P Enclosure (IP67) Indoor or outdoor use (Not for use in hazardous Iocations.See Bulletin No_ 5400705 OSYS=U-EX for hazardous locations)_ Conduit Entrances: 2 knockouts for 1/2' conduit provided Service Use: Au[omatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D ResidenUal occupaney up to four stories NFPA-13R National Fire Alarm Code NFPA-72 additional cover screws and hex keys are available. See ordering information on paged. OPT(ONAL COVER TAMPER SW(fGH A field installable cover tamper switch is available as an op6on which may be used Yo indicate removal of the cover. See ordering informafion on page 4. TESTtNG The OSYSU and its associated protectiye monitoring system should be inspected and tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manutacturer recommends quartedy or more frequently)_ PR1HfED IN USA pICT. #8820pp4 c pEy J - PAGE 7 OF 4, . . MFG-f54009T9-7197. P)POTTER oSYSU-,, -2 OUTSIDE SCREW ANQ YOKE VALVE ~ SUPERVISORY SWITCH ~ FlG. 1 SMALL VALVE lNSTALLATION -1/2° THRU 2112" SIZES THESE SWITCHES MOUtJ'f CONVENIENTLY TO MOST 2' TO 12' OS & Y VALVES. THEY WILL MOUM ON SOME VALVES AS SMALL AS 1/2'_ J-HOOKS MAY BE REQUIRED ON VALVES W(fH LIMITED CLEARANCE_ SLOTfED MOUNTING HOIES MAY BE USED FOR FME ADJUSTMENT OF SWI7CH ON BRACKET CLAMP BAR CARRIAGE BC BRACKET DWG $979-3 SMALL VALVE INSTALLATION 1_ Remove and discard'C' washer and roller from the tnp rod: 2. Wilh the valve in the FULL OPEN position, locate the OSYSU across the valve yoke-as far as possble from the valve gland, so that the Uip rod lays against the non- threaded portion of the valve ster¢ 3. Loosen the locking screw that hoids the trip rod in place and adju§t ffie rod length (see Fg_ 4). When adjusted propedy, therod should eztend-paSt the valve screw, but no[ so far ihat it contacts the damp bar. Tighten the locking screw to hold the trip rod in place. . . NOTE: If trip rod length is excessive, loosen the Ixking screw and remove the trip rod from the tnp lever. Using pliers, break off the one (1) inch long notched section (see Fg_ 5). Reinstall trip rod and repeat Step 3 procedure. 4_ Mount the ASYSU loosety with the carriage botts and damp bar supp6ed_ On vaNes with iintited clearance use J-hooks supplied instead of the carnage bolts and clarnp bar to mount the OSYSU. 5. Mark the valve stem at the center of the trip rod. 6. Remove iFie OSYSU: Fle a 1/8' deep groove centered on the mark on the valve stem utilizing a 3116' diameter straigbt file_ Round and smooth the edges of the groove to prevent damage to the valve packing and to aliow the tnp rod to move easily in and out of the groove as the valve is operated. . 7. Mount the OSYSU with the trip rod centered in groove. 8. Fnal adjusiment is made by loasening 2 screws (see Fig. 1) and sliding the OSYSU on the bracket -Adushnent is correct when switches are not activated wRh the trip rod seated in the vaive stem groove and that the switches ae[ivate when the trip rod moves out of the groove. 9. TigMen the adjusfinent screws and all mounting hardware_ Check to insure that the rod moves ou[ of the groove easdy and ihat the switches acfivate wdhin one Nm when the valve is operated from the FULL OPEN towards the CIOSED pasition. NOTE CLOSE THE VALVE FULLY TO DETERMINE TNAT THE STEM THREADS DO tJOT ACTIVATE TFIE SWITCH. TNE SWfTCH BEWG ACTIVATED BY THE STEM THREADS COULD RE$ULT IN A FALSE- VAL VE OPEN INDICATION. ~ PRINiEDINUSA MICT,J9820004-REVJ - - PAGE20F4 . MFG.#SA00979-?/97 E)POTTER OSYSU-1, -2 OIlTSiDE SCREW AND YOKE VALVE ~ SUPERVISORY SWITCH SLOTTED MOUNTING HOLES. MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET. FtG. 2 LARGE VALVE INSTALLATION - 3" THRU 12" SIZES 3" THRU 12" VALVES USE CARRIAGE BRACKET BOLTS_ CARRIAGE BOLTS MOUNT ON INSIDE OF YOKE, IF THERE ~ CtAMP BAR IS SUFFICIENT CLEARANCE TRIP ROD ~ GLAND DWG. //979-4 ~ ~ LARGE VALVE INSTALLATION CARRIAGE BOLTS (2 REQUIRED) ROLLER GROOVE YOf(E m l \ . VALVE STEM 1. Wth the valve in the FULI OPEN positioq Iceate the OSYSU across the valve yoke as far as possible trom the vabe gland, so ffiat the trip rod lays against the non- ihreaded portion of the valve stem. - - 2. Mount the OSYSU loosety with the carriage bolts and ctamp bar suppiied_ . 3. Loosen the locking screw that holds the trip rod in place and aiijus[ the rod lengih (see Fig. 4). When adusted propedy, the rod should sic[end past the vaNe screw, but not so far that it contacts the clamp bar. Tghten the locking screw to hoid the trip rod in place. NOTEc If trip rod Iength is excessive, loosen the locidng screw and remove the trip rod from the tnp lever. Using pliers, break off the one (1) inch iong notched section (see Rg_ 5)_ Reinstall trip rod and repeat Step 3 procedure. 4_ Mark the vatve stem at the center of the Uip rod. 5. Remove the OSYSU_ Fle a 1/8' deep groove centered on the mark of ffie vaive stem utilizing a 3/8' cfiameter straight file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 6_ Mount the OSYSU loosely with the trip rod centered in groove. 7. Fnal adjustment is made by Ioosening 2 screws (see Fg. 2) and siidng the OSYSU on ffie bracket Adjustment is - correct when swilches are not activated with the trip rod seated inihe waive stem groove and thai the switches activate within one tum when the valve is operated from the FULL OPEN towards the CIOSED posi6oa 8. Tighten the adushnent screws and mounting hardware_ Check to insure ihat the rod moves out of the groove easily and that the switches ac5vate wi[fiin one tum when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSETHE VALVE FULLY TO DffERMINE THAT THE STEM THREJIDS DO NOT ACTIVATE THE SWtTCH. THE SWffCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION_ PRINTED IN USA 61KL l8820004 - REV J PAGE 3 OF 4 MFCa. 55400979-?/97 P oSYSU-,, _2 POTTER OUTSIDE SCREW AND YOKE VALVE ~ SUPERVISORY SWRCH FlG_ 3 DIMENSIONS FlG. 4 PARTS lA fOR FlECIA~CCPL 325 CANNECl10N5 -475 3-62-1 O 1 1 O CFIXMD SCftEW TftIP RW , LCCHING SCREW 0 I / TRIP T"IJ 1 1 I I I ~ c OvG. t9)9-b ~ BREAKING EXCESSIVE ROD LENGTH FIG_ 5 O ~ SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL CAUltON: M unirsuWted sec0on of a singte cadudOr shouW not be boped amund the temmal and serve as two sePar'nte connec:lion% The wi2 mat be severea. merebv Providi^9 supe"visiu". d the conn¢ction in the evenllMt the wire becom¢s disbdged fmm under the lemtiral- ORDERMG 1NFORMA710N WODEL DESCMPIION STOCKNO. OSYSLLt Outvde Screw 3 Vdce-Supervisay SwAdi (Sffoe swdcA) 1010106 OSYSLL2 OuLtide Saew & Yoke-Superv!sory Swdch (DaWUe sx+ddh) 7010206 - Covet Sctew 5990293 - Hex Key tw Cnver Screws and InstaDation Adpuhments. s250062 - OptionalCoverTamperSwitch{GI - 0030131 Forpresmre re4r.ertype ralve installation 16ts C~ feqw'ed) contac[ valve manufadurer. TYPICAL ELECTRICAL CONNECTIONS ioar uac~rz xo. COM. H.G w~~E~ TO POWFR fOR ' INOIGIWG OEV~LE I I 1 1 ro suv[uv~soar cw[u~~ 1 rv.0. cem cr OF CONTROL PArvQ ~ ~~y. H C_ R[56102 . OuC- /9J9-~ ConWcts shown in norrnal (valve open) condition_ TYPICAL SWITCH ACTION OPEN VALVE POSITION CLOSED VALVE POSITION COM. . N ~ O COM_ N 0 _ - SW.j7 N.C. I . SW #l ` 1 -N.C. I COM.I ~ I ' COM.I N_0. SW 02 N_C- ' SY J/2 J N.C . G DWG. fj979-2 Pfi1NiED IN USA YKT f8820004 - HEV J PAGE 4 OF 4 . MFG.l5400979-?/97 . ~ PCO E(1EMpFD . LJ j9T1-5 1090 aOORPORATED COBONA, CA- (909) 737-5599 FIG. 200 ADJUSTABLE RING HANGEK Size Range - 1/2 ttw 8 inch pipe. Maleital - Steel, Mil. Galvanized to G90 Specification. PunCtlon - For fire sprinkler and other g¢neral piping puiposes. Knurled swivel nut design persnits hanger adjustrnent after irutallation. Spring tension holds it securely in hanger before installation. Swivel nut is easily removed. Feutlrses - The flared edges of the 1/2 thru 2 inch size will make instatlation of both steel and plastic pipe more efficient and reliable by aIlowing the pipe to slide easily. It will also protect plastic pipe from coming into contad with any rough surfaces. Apprwuls - Undenvriters' Laboratories listed in the U.S. (U.L.) and Canada (cU.L.). Fadory Mutual Engine- eting appcoved. Maxtrnron Tuxperature - 650` F. Pixtsh - Mil. Gahsnized. Olderby - Figure number and pipe size. ~ PIPE ROD MpX REC_ ~ROX SIIE S17E A B LOAD LBS. 100 1/2 3/8 3-1/8 2-5/8 400 11 3/4 3/8 3-1/8 2-1/2 400 ll 1 3/8 3-3/8 2-5/8 400 12 1-1/4 3/8 33/4 2-7/8 400 13 1-1/2 3/8 3-7/8 2-7/8 400 14 2 3/8 41/4 3 400 15 2-1/2 3/8 5-5/8 41/8 600 27 3 3/8 5-7/8 4 600 29 31/2 3/8 7-3/8 5-1/4 600 34 4 3/8 7-3/8 5 1000 35 5 1/2 9-1/8 6-1/4 1250 66 6 1/2 10-1/8 63/4 1250 73 8 1/2 13-1/8 8-3/4 1250 136 B A I z 2 1/2 - 8 inch pipe 1/2 - 2 inch pipe ~ To~cO INCOPVONATEO CONONA, CA . (714) T3T-S599 4 C J FIG. 65 AND FIG. 66 REVERSIBLE C-TYPE BEAM CLAMPS - 314" AND 1-114" THROAT OPENINGS Size Range -(Fig. 65) 3/8 & 1/2 inch rod (I/2 thru g~ 8 inch pipe). Size Range -(Fig. 66) 3/8 & 1/2 inch rod (1/2 thru ~ -~-A 8 inch pipe). ~ p ~ i I Material - Carbon Steel with hardened cup point set screw and jam nuL E Funcrion - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 1-1/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam damps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engage- ment. Applicatiort Nofe - Fig. 65: add 1-1/2" to rod length when clamp is to be used in set screw up position. - Fig. 66: add 2" to rod length when clamp is to be used in set screw up position: Approvals - Underwriters' Laboratories listed and Factory Mutual Engineering approved. Conforms to Federal Specification W W-H-171E, type 23, and Manufacturers Standardization Sxiety SP-69, type 19 and 23. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet #13, 3/8" rod will support 1/2 thru 4` pipe, 1/2"" rod will support 1/2 thru 8" pipe. Finish - Plain, Electro-Galvanized, HDG, and Stainless SteeL Order By - Figure number, rod size, and finish. F L B E C F T_ FIG. 65 FIG. 66 ~c ROD MAX. APPROX. SIZE PIPE REC. WEIGHT A SQE B C D E F LOAD LBS. pER lpp 3/8 1/2-4 1-3/16 3/4 1 7/16 1 1500 28 ROD MAX. APPROX. . . SIZE PtPE REC. WEIGHC A SIZE B C D E F LOAD LBS. PER 100 3/8 1/2-4 1-3/16 1-1/4 1 7/16 1 1500 32 FACTORY MUTUAL APPROVED & FM UNDERWI~ITERS LABORATORIES LISTE RD "SAMMY SUPER SCREWS" SEE INDIVIDUAL LISTINGS BELOW ~SWo 9R21 QUALIFIED FOR USE IN FIRE SPRINKLER SYSTEMS, PHR NFPA #13, 2-6.1, FaoM NFPA #13; 1994 EDITION. DSTR - SHANK SHANK WT✓100 LIST $ELF DNILLING AND MODEL ROD SIZE DIA. LENGTN PIECES PRICE ` TAPPINe IN $TEEL UP TO 1/8" DEPTH REfA1NER NUT INCLUDED FM DSTR 3/e"/16 1/4" 3/4" 4.90# D5TR 516 SDSTR 516 3/8"/16 5/16" 1 1/2" 6.40# SELF DRILLING AND " TAPPING IN STEEL UP TO r t U 3/I6" DEPTN . bJL kG 1 > T E K S TEK50 318"/I6 114" IJ" 5.00# SELF DRILLING AND TAPPING IN STEEL UP TO 1/2^DEPTH mp- DST DST 10 3181/16 '114" i" 4.90# SELP DRILLING RND . TAPPINGINSTEELUPTO DST 15 $/8°/16 1/4° I I/2~~ 5.1 S# T + . ~ f 3/76" DEPTN U~ DST 516 3/8"/16 5/16" 1 1/2" 6.30# i . S t DST20 3/8"/16 1/4" 2" SJS# DST 25 318"/16 1/4" 2 1/2" 6.25ft _DST30 3/8"/16 1/4"3 6.55N -4DST 516 ' SELF DRILLING ANU TAPPING IN STEEL UP TO 3/16" DEPTH , C$T 20 CST 20 3/8"/16 5116" 2" 5.90k ~ ✓ SELF TAPPING FOR OSE IN CONCRETE. PREURILLING REQUIRED. 1 ~ t ~ CST 17 3/8"/16 1/4" 1 3/4" -5.25# CST 17 r SELF TAPPIN6 FOR USF IN .s. ; Xr CONCRETE. PREDRILUNG REqUiREO, i GST 10 3/8"/16 1/4" 1' 4.90# Q GST 20 3/8"/16 I/4" 2" 5J5# . . . Q GST 30 3/8"/16 114" 3" 7_00# ~GST SELF THREADING IN WOOD. z,±NO DRILLING REQUIRED FM SPEEDY PRODUCTS INC. • 2472 7TH AVE. E. • NORTH ST. PAUL, MN 55109 •(672) 773-5435 • FAX: (612) 773-5438 QUALIFIED FOR USE IN FIRE SPRINKLER SYSTEMS, PER NFPA #13, 2-6.1, Faorvt NFPA #13, 1994 EDITION. ~ SWDRJ5 SHANK SHANK WT✓100 LIST ~ MODEL ROD SIZE DIA. LENGTH PIECES PRICE SELF DRILLING AND TAPPING IN LIGHT GAUGE ~ STEEL INCWDES RlTAINER SWDR .75 3/8"/16 1/4" 1 1/2" 6.78# Nur 0L SWDR 516 318"/16 5/16" 1 1/2" 6.90# -4swoR sy s sWO 10 3/8"/16 114" 1" 6.78# ~ UL SWDR 3/8"/16 1/4" 1 1/2" 6.78# $ELG DRILLING AND TAPPING IN STEEL UP TO $WD IS 3/8"/16 1/4° 1 1/2" 6.78# F ~ 3/16" DEVTH SWD 516 3/8"/16 5116" I I/2" 6.80# ..t.: : 4Y ~sho SWD 20 3/8"/I6 1/4" 2" 6.78# _ SWD , SWT IS 3/e"116 114" 1 1/2" 6.78# N SWG 10 3/8"/16 1/4" t" 6.78N ~ d- ~ SEI£ DRRLING AND $WG 20 3/e"/16 1/4" 6.78# TAPPING IN STEEL UP TO ~ e.. _ 3/I6" DEPTH $WC 20 3181/16 5/16" ~i.7$$ . swDR ~ ~ 12 % 24 - WITH RETAINER ` NUT. SELF DRILLING AND a# u~ TAPPING IN STEEL IIP TO 3/16" DEPix /SWD 576 SELF DaLLLING AND TAPPING IN STEEL UP TO 3/16" DEVTH ~SWT SELF DRILLING AND TAPPING IN STEEL UP TO 1/2" DEPTH A swG SELF DRILLING AND TNREADING INiO WOOD NO PREDRILLING REOUIRED ~ SWC SE1.F THREADING INTO CONCRETE. PREDRILLING REQUIRED I SEE LoGAL AUTHORITV FOR USE OF THIS FASTENER. I x ~k ~ ~INSTALLAT►bI~ TOffLS ~ ~z"'~ "~4; „ ` . ' . ' . A. HEX SHANK B. GAR6IOE TIP BIT C. SDS BIT D. SLEEVE TOOL E. NUT DRIVER #14 (76MM) (BLACK) F. NuT DRivER #14 SW (16mM) (RED) wITH 3H6" I.D. HoLE ~SST R TOGGLE FOR w wJ SNEElROCK A B c OR PLYWOOD V4"/20 % 3" WITH 3/8" lIEAO g. ~ S E VSE FOq SpMMY . F USE FOR SIOEWINOER INSTALLATION INSTALLAiION SPEEOY PRODUCTS INC. • 2472 7TH AVE. E. • NORTH ST. PAUL, MN 55109 •(612) 773-5435 • FAX: (612) 773-5438 - D' CLAPI M ~It r rm.='~--'~~rz. , s-q z gi a t y y ~q~`~' ~ `r d 'S Z ? 5 T$ 4. ~ • 6337 HORIZONTAL 6338 VERTICAL sER SNOOT STYLE INLETS An auxiliary inlet connection with 1,000 G.P.M. minimum inlet capacity, clap- per snoot on each inlet. When used on a wet system a separate swing check valve must also be installed. Flush design desirable when appearance is a factor and provides unobstructed passage. S',TpNDARD EQUIPMElR: CaSt bfass fOUr-Way hOflzOntal Or Ver- U/L IIIS tical iniet body, 6" back or angle outlet as selected by figure number; brass plate with branding as selected; clapper snoots (See Page 6-15); with plugs and chains. SPECIFY BRANDING and TMREAD. BRANDINC: "Dry S[andpipe; "Standpipe;" "Auto Spkr:" or "Combi- Size: 6X2v2X2'/2X2'hX2'/2 nation Standpipe and Sprinkler Systems ° FuaiSM: Polished Brass OP*IONAL FINISH: PC - Polished Chrome Plated . SINGLE INLET An auxiliary inlet connection with 250 G.P.M. minimum inlet capacity to supplement the fire protection water supply. Provides unobstructed water way. Flush round or square design enhances appearance and provides unobstructed passage. Figure Number 6340 11/2 x 1112. es- eciallY suited to residential sprinkler systems. P r STnNOar[o EOVIvMEN*: Cast brass round or square plate with double female swivel adapter; plug and chain; branding as selected. sPeCIFY TMrtEao and ertANOIwc. ' BRANDING: "Standpipe", "Auto Spkr` 6340-6343 FiruSM: Polished Brass OPTIONAL FINISM: PC - Polished Chrome Plated „ 6340 PhXt 1h 6350 21/2x2'h 6341 21hX2112 3x21h 6351 6342 3X2'h 6350-6352 - 6343 3x3 6352 3x3 Page 6-8 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11611 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 12/19/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 12200 W 38TH AVE Phone : 598-2227 Contractor License No. : 20396 Company : Jose Garcia Construction, Inc. Phone : 429-3209 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 co s printed on this application, and that I assume full responsibil r corrm nce e Wheat Ridge Building Code (U.B.C.) and all other applicable Wht e orqi nc -,work under this permit. (OWNER)(CONTR4CTOR) Construction Value : $38,800.00 Permit Fee : $533.15 Plan Review Fee : $0.00 Use Tax : $582.00 Total: $1,115.15 Use Description : FIRE.SP~),NKLER PROTECTION OF CHURCH (NEW SYSTEM) Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiretion Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with fhe provisions set fodh in yopur application and is subject to the laws of the State of Colorado antl to the Zoning Regulations and Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 720 days. (3) If this permi[ expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans antl specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment - exceeds one (t) year, full fees shall be paid for a new permit. (4) No work of any manner shall 6e done that will chan9e the natural Flow of water causing a dreinage problem. (5) Contrac[or shall noliry the Building Inspec[ortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before proceetliing with successive phases of thejob. ' (6) The issuance of a permit or the approval of tlrawings and specifcations shall not be construetl to be a permit for, nor an approval of, any violation of the provisions of the byWg codes or any other ordinance, law, rule or regulation. . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Perrnit Number : BUILDING INSPECTION IINE - 303-234-5933 750I WEST 29TH V~ENUE Date ~~:_11p'44D WHEAT RIDGE;CO 80215 - (303-235-2855) Property Owner: Property Address : ~Z~~ ~y- ~y/~ ~ ~~_Z~Z7 Contractor License No. Phone: _ Company: Phone -393 ?78 8/f3- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I herehy certify that the setback distan COf75YrUCtlOf1 V31UB :.~9~~ fJGG ces prooosetl by this pertnit application are accurate antl do not violate applicable ordinances, rules ar regulations of the Ci , eo ty of Wheat Ridge or venants easements or rest i ti Permit Fee : , r c ons of record; that all measurements shown, and allegations maEe are accurate; that I have read and agree to ~ y all conditi pnnted on this applieatian, and that I assume full res h ' U52 TaX : pons~ r comp nce wi e Wheat RiCge Building Code (U.B.C.) and all ather applicable Wh t i e ardina ces, ork unCer this permit. (OWNER)(CONTRACTOR) SIGNED are/~ DO Total : Use: Description ; - - Approvai : Zoning : ~7f ' Approvai : BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : o.. . - ---3=~~ Approval : Occupancy: Walls : Electrical License No : Company: Expiretion Date : Approvai : Roof : Stories : Residential Units : Plumbing License No : Mechanicai License No : Company: ComPan Y: Expi2tion Date : Expi2tion Date : Approval: Approval: (1)- Ris pertnit vrbs issueC in axayan~ w~h the p~yans ~tro~ in ~pw appliraEOn antl is suEject to Na laws ot the State af Colo2CO anC tn Na Zonin egulatlons and BuiIENg CoCe af Whqt qiCye, Cobrzdo or arty oMer applipple ardinances of the Ciry. 9 (Z) h This nCOneE~ foraa pen~oE olA2 days.~ a~~~ is not commeneeE witthin siMy (BO) tlays Gom iuue Eafa or (8) the 6uiltling auNaAZeE is 5uspentle0 or .(9) If Nis permd expires, a new permt may pa aMyirt,y ror a fee of one-halt Ne amount noimary requireC, pipvipey ~o Uy~9~ have heen or will Ce maae in Ne onginal plans anC specflqfions anC any wapenyan or ahanCOnment has not exceeCeC onle (1) year, If Uianges are matle or it suspension or abandanment ezceetls cne (1) year, fWl (eea yiyl tle paid for a new PertniL (4) No work of any mannersMl pe done Nat wip Uange the naWral Ilow ot water fauaing a tl2inage pro6lem. (5) ContraCtof 3tull noE(y yy gWipjN ins~r ANenry{aur (24) houq in atlvance fof all insPeCtipns antl 9ha11 Rttive wntten aPProv01 on insPecdan prd he(are proceeCiing with suocesaivepha~ af the pb, (9) 17ie faauance af a Pemtit er Ihe appmvy af Crawings and spedMptlans shall nat be wnstrueE tp pe a pe(mit lor. nor an aPPmwal o!, a`ry viaia6on ol the pmvisions o! the builtling mtles or amy oNerarcfinance, law. (ule ar regulatlan. - Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number : 11263 Date : 10/3/2000 Properly Owner : Property Address : Contractor License No. : Company : 12200 W. 38th Ave. 20396 Jose Garcia Construction, Inc. Phone: 623-4927x208 Phone: 429-3209 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 1 have read and agree to abide by all conditions printed on this application, and that I assume full respons bility for c mpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W~at id r inances, fo work under this permit. (OWNER)(CONTRACTOR) SIGN " ' <Oi4Z4~Z DATE //-F-4) Description : ADDITION TO BUILDING Construction Value : $626,847.00 Permit Fee : $3,832.25 Plan Review Fee : $2,490.96 Use Tax : $9,402.71 Total: $15,725.91 Use: Electrical License No : Plumbing Licertse No :20381 Mechanical License No : 20783 Company : Company `MARQUEZ Company : Felix Mechanical CONSTRUCTORS, WC, ; Expiration Date : 9/6/2001 piration Date : 11/912001 Expiration Date : ; ' Approval : pK/KS pproval : OKIKS Approaal (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloretlo and to the Zoning Regulations and Builtling Code of Wneai Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work auNorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abantlonetl for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normalty requiretl, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change fhe natural flow of water causing a drainage problem. (5) Con[rector shall notify the Building Inspector hvenry-four (24) hours in advance for all inspections and shall receive wntten approval on inspec[ion card before proceetliing with successive phases of the job. ' (6) Th uance of a ermit or the approval of drawings and specifications shall not becons[ruetl to he a permi[ for, nor an approval of, any violation of the provisions ie uild~g~s or any other ordinance, law, rule or regulatioa . Inspector ' DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11263 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 10/312000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) , Property Owner. Property Address : 12200 W. 38th Ave. Phone : 623-4927x208 Contractor License No. : 20396 Company : Jose Garcia Construction, Inc. Phone : 429-3209 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 the Wheat Ridge Building . Code (U.B.CJ and all other applicable Whea Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED DATE~~ Y Ol1 Description : ADDITION TO BUILDING Construction Value : $626,847.00 Permit Fee : $3,832.25 Plan Review Fee : $2,490.96 Use Tax : $9,402.71 Total: $15,725.91 Use: t,F, 550.00 BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MA MUST WORK W/ CITY FORESTER TO ADDRESS MATURE TREES Zoning : R-1 Approval: DM OK 10/2/00 1013/00 PLEASE SEE REVIEW SHEET FOR COMMENTS Approval : MJG Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No :20381 Mechanical License No : 20783 Company : Company : MARQUEZ Company : Felix Mechanical CONSTRUCTORS, INC. Expiration Date : 9/6/2001 Expiration Date : Expiration Date : 6/24/2000 Approval : OKIKS Approval : Approval : .(1) This permit was issuetl in accordance with fhe provisions set foAh in yopur application and is su6jec[ to the laws of the State of Colorado and to the Zoning Re9ulations and Building Code of Wheat Ridge, Coloredo or any other applicable ortlinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixly (60) days from issue date or (B) the building authorized is suspended or abantlonetl for a period of 720 days. (3) If this permit expires, a new permM1 may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not ezceedetl one (1) year. If changes. are made or iF suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural flow of water causing a drdinage problem. (5) Contrector shall notiry the euilding Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspedion cartl before proceediin9 with successive phases of thejob. (6) The issua f a permit or ihe approval of drawings and specifica6ons shall not be wnstruetl to be a pertnit For, nor an approval of, any violation of the provisions ,s or}* other ordinance, law, rule or regulation. . of [ e b', in cods DE .PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :N-(e3 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE D (~~u~{4~2r~~ 7500 WEST 29TH AVENUE a;e : WHEAT RIDGE, CO 80215 AppLICATIo N Property Owner: G-~~,CZy~ ot= Property Address • 1a 1 ~-W~ ~ uwrvtni-urv i rtAC; i OR SIGNATURE OF UNDeRSTANDING AND AGREEMENT I hereby certify that the setback distanees proposed by this pertnit ap0lication are aecurate, \ and do not violate appiicahle ordinances, rules or requlations of the City of Wheat Ritlge or covenants. easements or restnctions of rceortl: that all measurements shown, and allegations made are accurate; that I have read antl agree to abide by all conditions printeC on this application. and that I assume full responsibiliry for compliance with the Wheat Ridge Builtling Coae (U.B.C.) anC all ather applicable Wheat Ridge ordinances, for wark untler this pertnit (OWNER)(CONTRACTOR) SIGNELI pA~ Description: ~ Construction Use Tax : Total 3D4 1g~~ 383 z. ~s a~Eao, q~ b2, ~ USe - BUILDING DEPARTMENT USE ONLY on~_ o~m~W P~,Osk SIC: Sq. F ~ Approval e . Zoning : w ~ n§ m - -APProval; ~~IcLI~D ~r'~~, nUD! ~Pk stc~ Approval: Occupancy : Walls : Roof : Stories : Re~dential Units d~ r lectrical License No : Piumbing Lics ene Mechanical License Company (Q,~, ~ l~,• n ' Expiretion Date : Expiration Date :~35( 2c~~,3 Expiration Date : Approval : Approval : Approvai : mu aermi[ was usuea in +cmraane. vrim m~ RMWa6ona aM Birileeg CoCe ot Wheu Riy9tLdoraEO e~~ YoPUr ao0liuEm antl n~ tf tne iaws M Ne State of Cobntla ana tn me:.onrq (Z) a0 ntlorN.w tor a perrop ot(72 Orys.~ a~~ o~~ i ~ 0)d3YS m'iasue y te pr (B) ine Euiltling auMOnzetl ie suspenaeC or (3) onqinai plrma ans ~a s""pea ffcabom ~ ~Y ~aian aa tne mwmn nomuih rcw~~etl. ProNacd ro a+anonnm eem or win ee mwe in me a exceaas ane (t) yaar. tux ten ahau Es oia ror a new permit mem nas nat emeeEea me (i) year. tt auiqn are maae w il eus0wsion w ae~~onmmt na .on~ m any ma m B~~ i~ ,y, ,,,w n,e ~wai now a.na a~y a macuye aoa,m, (s) Cantracxor ahan notffy p.MN-iac R4l houn m aevanee tor sN O~etliing wM fu~eea+ive P~+aw U tl~e p6 ~P~ais aM ffNtl ~ateive wriCen a0pipval an in+OeCWn arCOefas (6) Tne issuana ot a xmnt a me apomvat a( rawi~qs anC aoec m ot tl+e Cuibing mEa a my oMer eNman fitlon:snaa mt Eewutruea ro be a pamit tor. ~roran aVO~wal ot, ary vidaeon M me pioviaiais ce. law. Me w ~epuakon. ~ Contrector License No. : CGD Ven~. Phone: eoS-Coa3-4cTc3 ~ y,~ ~ ~a~ ~ Company: Phone: Chief Buiiding Inspector DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ro Z ADDRESS Dear Contractor: z.zmo k). 35'sxr 4& In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Deparfment, and p,rior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2868. Sincerely, >Y ~4- Michael Garcia, Development Review Engineer cc: File Files on Enginent\Development Review/Forms & form letters\Notification of PI Restoration Rev 05100 DEPARTMENT OF PUBLIC WORKS BU/LDING PERMIT APPLICAT/ON REVIEW Date: IG21 l°o Zoo IA 38~ 44n(uE Attention: Building Department I have reviewed the attached materials submitted in application for approval of a at the above referenced address. Please note the summary comments below. 04 w~ T co- o R Pao 1. ~ Boundary Closure: = OK _ Not OK; refer to stipulations. 2. Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot drainage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and are: OK Not OK; refer to stipulations. 3. ✓ NPDES Permit Required: _ Yes = No 4. ✓ Public Ixnprovements: a. street paving needed: Yes No b. curb and gutter needed: Yes ~ No c. sidewalk needed: Yes ✓No d. street lights needed: Yes ✓ No e. storm sewer needed: Yes U No f. letter of credit required: Yes ~ No If a letter of credit is required, for what improvements? _ Amount of letter of credit: ' 5. ✓ Subdivision Agreement required: Yes No 6. r Development Covenant required: _ Yes L--No If Yes, for 7. ✓ Traffic impact analysis and report required: Yes ✓ No 8. l State Highway Access Permit needed: Yes v No 9. ✓ New roadway or alley R.O.W. dedication recommended: _ Yes No If yes, what is recommended? 10. ✓ All existing dedicated roadways/alleys meet the standards of the City: ~ Yes _ No If no, which do not and what is requested: 11. ~ APPROVAL: The Public Works Department has reviewed this request and hereby gives its ato the above and/or attached stipulations. ~ Sign ture ichael Garcia Date 12. _ NO APPROVAL: The Public Works Deparhnent has reviewed this request and does not give its approval for the reasons stated: Signature Michael Garcia Date 13. ✓ Stipulations attached: _ Yes ✓No 14. ✓ .SURllT12T'YCOrillrieritS: /'Z~ (~6.sta6F /o %ffE.EXrln..ih fiuBc,c /wrPeovc.rF.~TS AS ~4 ZGS"'T OF r!J/I C0NSTB1C Ti i✓ /S % o &E ~.Eq~i,g,gp /3 %r(-E ~2(tjwaT /7'~PGG To C~Ty S74yp4.zDS Pz,ue 72J C'0• 13S&A'Vcc. 4 LAivA6E LEr/E~ IS /zC-QVIR$p 19L1n2 TO C.O. lSS✓/aNGE. Files on Enginent\Forms\B1dprtn[3.frm Rev 05100 PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date y 2i o 0 Applicant 3c, s,[ 6~n:^c :n phone # 30 3•'/-74• 3a+0 9 Location of Construction I27- I~• -SF~n( Purpose of Construction 0-1 Building Permit Value Single Family _ Commercial )L Multi-Family _ DEVELOPMENT REVIEW FEES Development Review Processing Fee• 50. g~5" o0 (for document processing) Single Family Residential Review Fee: $25.00 $ (for review of applicable technical documents ) CommerciaUMulti-Fami e: $50.00 fee (for review of existing technicai documents) r review of technical documents for NE construction in right-of-w age report and erosi on control plan). $ Z5~' o0 Subdivision Improvement Agreement Fee: $125.00 $ (for document processing and recording) Develapment Covenant Fee: $125.00 $ (for document processing and recording) CDOT Access Permit Fee: $100.00 $ (for document application and processing) Traffic impact Study Review Fee: $100.00 $ (for document review and processing) Fiood Plain Variance Review Fee: Class I=$100.00 Class II =$150.00 $ (for document review and processing) TOTAL REVIEW FEES: (due at tirrme of building permit issuance) $ t'i- 0 0 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, TFIERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant - Date /a/-;/o rJ . ~6 aD ~t~n:WlaNl ~'7Z~tiJa~ o~c (~~vLctQ~ V) ;wl(~G~.-1 l ( ot WH`qr 1O1.L'G~ - ~ o APPL/CATJON FOR M/NOR DUM~/NG/LANDF/L PERM/T CGC ORP00 APPLICANTS NAME: J0,*~,i GArc.q (r~~lf✓pyVJ~ic~.. Z~L APPLICANT'S ADDRESS: o`Z 96 ;j IEJ, /o,t ~10 ~d ~ 6 a . (lnclude Gty, State, Zip) ADDRESS OF FILL: DATE OF APPLICATION: All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: A// pub/ic impravements, when constructed, sha/l be maintained (by the iespective individua/(s) and/or company responsib/e for the consfrucfion of that pub/ic and/or private improvement in the respecfive deve%pment) on a dai/y basis, oi as needed, such that they are fiee nf mud and other consiruction debris tracking from the site. Fai/ure to comp/y wrth this requiremeni wi// result in the enforcemenf of Artic/e Specified Nuisances, Section 15-21 (3) of the Cify of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. Ail applications are to be submitted on the appropriate compieted application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled andlor excavated indicating original slope, new slope and depth ot fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. . G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on Enginent\FOrm\Fill Permit.wpo l Rev. OJ/OQ 3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: 1. Location an dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. 6. Erosion control plan. 7. Grading plan with existing (dashed lines) and proposed ~solid lines) ground contours with contour intervals of 2 feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. a 9. A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of.intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Excavation and Fill Permits: A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion_and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall noi be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 20- 21." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. Files an Enginent\Form\Fill Permit.wpd 2 Rev. 03/00 C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards 101to 1000 cubic yards for the first 100 cy plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over $10.00 $15.00 $15.00 $5.00 $ 60.00 $4.45 $100.00 TOTAL g *Wheat Ridge Code of Laws Section 5-76. 11 All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Appendix A, Section 24.13. Any fill requested under this permit within the 100 year ffood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE. 1 HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: CITY OF WHEAT RIDGE: :~Applicant's Signature Uwner's Signature (if different than above) Files on Enginent\FOrm\Fill PertniLwpd 3 c:ity Engineer Approval Date Rev. 03100 City of Wheat Ridge Planning and Development Depariment Memorandum TO: Glory of God Lutheran Church FROM: Travis Crane, Planning Assistant SUBJECT: 12200 W. 38`h Ave. DATE: 7 September 2000 The building permit application and site plan has been reviewed for compliance with the City's Code of Laws. Based on that review, I have the following comments: Per case # CUP 98-02, the expansion of the church at 12200 W 38`h Avenue is allowed, however, the applicant must adhere to the following conditions set as precedence on June 18`h, 1998: 1. The applicant will work with the City Forester to move specimen, mature trees. You can contact Bill Cassel in the Pazks and Recreation Department for further coordination. His number is (303) 467-5903 If you have any questions, don't hesitate to give me a call. I can be reached at (303) 235-2849. Thank yo , Travis rane City of WYieat Ridge (303) 235-2849 (voice) (303) 235-2857 (fax) travisc@ci.wheatridge.co.us WHEAT RIDGE#FIRE D15TRICT "Dedicated To Serve Through Excellence° P. O. Box 507 • 3880 Upham St. • Wheat Ridge; CO 80034 • 303-424-7323 • Fax 303-940-0350 August 9, 2000 To: Dazin Morgan Codes Administrator City of Wheat Ridge Wheat Ridge, Go. 80033 Subject: Plan Review: for Glory of God Lutheran Church Building Addition, 12200 W 38 t1ve., Wheat Ridge; Co., 80033 Dear Darin, : After a review of the proposed plans for Glory of God Lutheran Church Building 'Addition, 12200 W 38 Ave, Wheat Ridge, Co.; I am requiring the following items concerning this project: L Provide co mplete plans for the extension of the fire alarm system currently installed; _ mcluding all cut sheets for the addition to the system: System must be approved prior to installation. : 2. Provide complete plans foi the installation of the sprinkler system 4o be installed, including cut sheets. System must be approved prior to installation. 3. Issues and or items not addressed`will be addressed as the need arises. Should the developerJcontractor have any questions regarding the above requirements; they can contact the Fire Mazshal OfT'ice at 303-403<5902, to set an appointment to discuss the issues: Respectfully, aue Roberts F.M:, W.R.F.P.D. cc:file : BER + DARDEN TRANSMITfAL To: Darin Morgan, Codes Administrator City of Wheat Ridge Building Department 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Date: September 27, 2000 Re: Glory of God Lutheran Church CC: 12200 West 38"' Ave Wheat Ridge Colorado We are forwarding to you ❑ Change Order ❑ Plans ❑ Samples ❑ Copy of Letter ❑ Prints ❑ Shop Drawings ❑ Estimates ❑ Proposals ❑ Spec'rfications ❑ Mylars/Originals ❑ Reports ❑ Under Separate Cover via: ❑ No. of Copies Drawing No. Last Dated Description 4 Code review response Please note: By:~d LU~ Scott M Shea, Assoc. AIA 3025 South Parker Road, Suite 941, Denver, Colorado 80014 tel. 303.755.7395 fax 303.755.9313 Code Correction List September 21, 2000 Owner: Builder: Address: Description: Glory of God Lutheran Church Jose Garcia Construction 12200 W. 38`h Avenue Building Addition Female restroom - stall partition is encroaching into the clear floor space of the door. 2. Mens restroom - one urinal needs to be made handicapped accessible. The sidewalk at doors 114A, 114B needs additional walks poured to provide 18 inches on latch sides for maneuvering clearance at the door. Provide a 60"x 66" pad at each door. Haliway E110 will be considered as a rated corridor due to hallway A110 discharging into this area. Change doors, walis and mechanical accordingly to meet rated corridor requirements. 5. Show exterior landing at doors 110C, 110D. 6. The nursery has a calculated occupant load of 12 and will require two exits with proper separation. 7. Provide a 36" x 36" landing at the mechanical room exterior door. 8. Provide a soil report for the site. 9. Provide joist calculations for the roof system under the roof top units to verify point loads are being complied with. 11-7/8" 250 TJI's at 16" o.c. can only span 23'-4" with a 30# live load and 15# dead load, aIl joists appear to be over spanned. 10. Provide an exhaust fan in shower / storage room A104. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morgan Codes Admi trator 7500 West 29'h Avenue Plnnning: Parks & Recrention: Public Works: Fax: DATE Sept. 21, 2000 Name: Organization Fnx: Jose Garcia Construction • Whent Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 303) 429-2103 Phone: Fro m: KRISTY SHUTTO - BUILDING DEPARTMENT -(303) 235-2855 Dept: Planning ❑ Parks & Recreation ❑ Public Works ❑ 5 u bje ct: Correction Notice- Glory of God Lutheran Church # of Pages: (Includina cover pnge) 2 Comments: Originnl to follow in the mail ❑ Yes ❑ No ~SP OfficeJet Personal Printer/Fas/Copier Fax Log Report for DEVREVFAX 303 235 2857 Sep-21-00 02:04 PM Idenrification 93034292103 Result Paees T~Km Date Time Duration Diagnostic OK 02 Sent Sep-21 01:53P 00:00:53 002586030022 >.a.o 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/ 235-2868 FAX 303/235-2857 June 23, 2000 Mr. Jeffery Holley, P.E. Sterling Design Associates, LLC 5430 West Geddes Avenue Littleton, Colorado 80128 The City of Wheat Ridge Re: Glory of God Lutheran Church, mqe ~~,~Approval _ . . . . _ ...a of Final Drainage Report, and Grading/Erosion Control Plan Dear Mr. Holley, This letter is to inform you that the final drainage report, and the grading/erosion control plan for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project: 1. The proposed drainage facilities shall be constructed then approved by the City of Wheat Ridge prior to issuance of the Certificate of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. Al1 drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. Upon completion of the drainage improvements the engineer, Jeffery Holley, P.E. shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. Mr. Jeffery Holley, P.E. Sterling Design Associates, LLC Page 2 5. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements at 12200 W. 38th Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining 12200 W. 38th Avenue on a regular basis such that they are free of construction debris and tracking from construction traffic accessing the site. 6. It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for subgrade compaction and other related material tests for those improvements to be constructed within public right-of-way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) 7. Prior to any construction of the public improvements, the necessary right-of-way construction permit(s) and respective licensing will need to be submitted for processing by the City. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia Development Review Engineer cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Darin Morgan, Codes Administrator Meredith Reckert, Senior Planner John McGuire, City Surveyor James Jacobsen, Eng. Tech II Chuck Braden, Eng. Tech. I File (3) 12200w38th_approval.1tr 2/99 CITY OF WHEAT RIDGE MATERIALS SAMI'LING AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMI'ROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQi7II2EMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and calibrated. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspectar promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures, point of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Deparhnent of Transportation Standard Specifications for Road and Bridge Consiruction. Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 1000 feet of roadway, Surveys for roadway, sidewalk AASHTO M145 sidewalk or pipe french and trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 or T180 1 per import material source by soil or materials type Embankment in-place density, 1 per 300 feet per lane per 8 Minimum density per soil Colorado Procedures inch loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 300 feet per lane Minimum density per soil density, Colorado Procedures classification, Section 203.07 Sidewalk subgrade in-place 1 per 300 feet of sidewalk Minimum density per soil density, Colorado Procedures classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 2 Minimum density per soil Colorado Procedures foot vertical interoal classification, Section 203.07 Aggregate base course in-place 1 per 300 feet per lane Minimum 95% of maximum density, Colorado Procedures density, T180 Lime treated subgrade in-place 1 per 300 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 300 feet per lane Density in accordance with density, Colorado Procedures contract documents, T134 Hot Bituminous Pavement 1 per each HBP grade and Within specifications of asphalt content and gradation Marshall blow specified approved mix design Hot Bituminous Pavement in- 1 per 300 feet per lane per lift 92-96% of max. density except place density, Colo. Procedures Grade F to be 90-95%, T209 Concrete compressive strength 1 per 100 cubic yards PCC pavement, structural AASHTO Procedures concrete, sidewalks and curbing Concrete air content and slump 1 per 50 cubic yards PCC pavement, structural AASHTO Procedures concrete, sidewalks and curbing DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3034 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 5/7/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 12200 38TH AV Contractor License No. : 18812 Company : B B Electric OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, 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 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED / DATE Description : WIRE COOLER Phone: Phone: 422 5403 Construction Value : $250.00 Permit Fee : $25.00 Plan Review Fee : $0.00 Use Tax : $3.00 Total: $28.00 Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: my "E (1) This permit was issued in accordance with the provisions set foAh in yopur application and is subjeci to the laws oF ihe State of Cotoredo and to ihe Zoning Regulatlons and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorizetl is not commenced within sizry (60) days from issue date or (B) the building aufhorized is suspended or abandoned for a period of 120 days. (3) IFfhis permit expires, a new pertnit may be acquired fora fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abantlonment exceetls one (1) year, full fees shall 6e paid for a new permit . (4) No work of any manner shall be done thatwill change the natural flow of water causing a dreinage problem. (5) ConVactor shall notiry the Building Inspector twenty-four (24) hours in atlvance for all inspections and shall receive written approval on inspeciion cartl 6efore proceediing with successive phases of the job. (6) TJ e issuance of a permit or the approval oF drawin9s and specifications shall not be construetl to be a permit for, nor an approval of, any violation of the provisions ihe bilding w or any q ieror ance, law, rule or regulalion. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION m DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner :.'sv7',/ ,u i7, Property Address : / 2 Z o o w3 r Phone : Contractor License No. : y„4 Company : 913 Phone : 1/-2- _.S-y a3 OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work untler this pertnit. (OWNER)(CONTRACTOR) SIGNED~~ &wvy,t¢.V DATES_~- 7 - Description : . ~ nvtiw .~.a-o'2rn/ BUILDING DEPARTMENT USE ONLY Elm= Approval : Zoning : 8~Iltdin` ~:'o~*+ e~lts~ Approval : tqblic:;Wi~licS_Caniipleli#s;r Approval : Occupancy : Walls : Roof : Stories : Residential Units : ConstructionValue: 2-.S-6, Permit Fee : Use Tax : Total : Electrical License No : Company :GJ,j?°~,P~ Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval : .J Pfans Requiied , ;`J M . Plkns' Required (1) This permR was issuetl in accartlance with the provisions set forih in yopur application antl is subject to the laws of the State o! Coloratlo antl to the Zoning Regulalions and Building Cotle of VJheat Ritl9e, Coloratlo or any other applicable ortlinances of the Ciry. (2) This permit shall ezpire if (A) the work authonzed is not commenced within sixry (60) days fmm issue tlate or (8) the building authonzetl is suspentletl or abandoned tor a period of 120 days. (3) If this pertnit enpires, a new pertnit may be acquired for a(ee of one-halt the amount nortnally required, provitletl no changes have been or will Ge matle in the original plans and specifications and any suspension or abantlonment has not exceetled one (1) year. If changes are matle or if suspension or abantlonmenl exceetls one (i) year, full (ees shall be paid for a new permil. (4) Nb work of any manner shall be tlone Nat will change the naturel ilow ot water causing a tlrainage pwhlem. (5) Contractor shall notify the Buiiding Inspecror twenry-/our (24) hours in advance for all inspecaons and shall receive written approval on inspection cartl before . proceetliing with successive phases of the Iob. (6) The issuance of a permit or the approval o/ tlrawings antl specifcations shall not be construetl to be a permit for, nor an approval o( any violation of the provisions ot the builtling codes or any other ortlinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEFARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 2980 Date : 4/26/96 Property Owner : Property Address : Contractor License No. : Company : 12200 38TH AV 18342 Fritz Bros. Fire & Ice Phone : 431-6407 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : EVAPORATIVE COOLER ON ROOF Phone: 422 7797 Construction Value : $3,500.00 Permit Fee : $63.00 Plan Review Fee : $0.00 Use Tax : $52.50 Total: $115.50 Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : _ m (1) This permit was issuetl in accortlance with the provisions se[ forth in yopur appliration antl is sub1~ect to the laws of the State of Coloredo and to [he Zoning Regula[ions and Building Code of Wheat Rid9e, Colorado or any other applicable ortlinances of the Ciry. (2) This permit shall expire if (A) the woric authorized is no[ commenced within sbcty (60) days from issue date or (B) ihe buildin9 authorized is suspended or a6antlonetl for a period of 120 days. (3) If this permit expires, a new permit may be arquired for a fee of one-half the amount normally requiretl, provided no changes have been or will be matle in the . original plans and specifications and any suspension orabandonment has not exceeded one (1) year. If changes are made or iF suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water wusing a dreinage problem. (5) Contractor s II no[ify the Builtling Inspedortwenty-four (24) hours in advance for all inspections antl shall receive written approval on inspedion cartl before pmceediip ith successive pha5es of thejob. (6) The issu3nP of a permit or the appmval of d2wings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the uil mg cod or any other ordinance, law, rule or regulation. C ef uilding inspecto THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date ~ Property Owner : CLp'-_'Y Q~ C-'-? pD Property Address : 102_00 u7 Contractor License No. : 48 :3+z~ Company : 15(z ~1 f5r~!~> Phone :43/ &t'0-1 Phone : 42-Z7Z17 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceRify 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 1 have read and agree to abide by all conditions printed on this application, and that I assume full resporfibitily,[or compliance with tbe Wheat Ridge Building Code (U.B.C J and all other applicable Aeat Rid e ordin f(w under this p rtnit. (OWNER)(CONTRACTOR SIGN Construction Value : 55& ~ Permit Fee : Use Tax: Total : ) DATE Description: C~jS~~~D~ pA) BUILDING DEPARTMENT USE ONLY ~ ME= Approval: Zoning : B~ill(~In'n~~'oFnFnmell~ Approval: tOb1ic;W~S3-~C-3~lmept Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Expiration Date : Approval : A7 ; P.lans Required,7 R~ Company: Expiration Date : Approval : Pl~ns`Required Company: Expiration Date : Approval: -4 W~uireZl~ (1) 7hi5 permil was issued in accortlance with the provisions set forth in yopur apptication antl is subject ro the laws of ihe Slale of Colorado antl lo ihe Zoning Regulations antl 8uilding Cotle of UMeat Ritlge, Coloratlo or any other applicable ortlinances of the City. (2) This permit shall ezpire it (A) ihe work auNOnzed is not commenced wi;hin sizry (60) tlays Gom issue tlate or (8) lhe building authonied is suspended or abandonetl for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a(ee of one-haif the amount normaliy requiretl, provitled no changes have been orwill be matle in the original plans and specifications and any suspension or ahandonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceeds one (i) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contwctor shall notify the Building Inspector hvenry-four (24) hours in atlvance lor all inspecuons antl shall receive wntten approval on inspection cara Oefore . proceediing wiN successive phases of the job. (6) The issuance o( a permit or the approval o( tlrewings antl speci(cations shall not be construed to be a permit for, nor an approval of. any violation of Ihe provisions of the buiiding cotles or any other ordinance, law, mle or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION - DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Date :11/24/95 Property Owner : Property Address : 12200 38TH AV Contractor License No. : 18367 Company : Duro Electric Building Permit Number : 95-2287 Phone: 421-2721 Phone:9343303 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value I hereby certify that the setback distances proposed by this permit application are accurate, Peffl'lit F88 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 Plan Review Fee made are accurate; that I have read and agr to abide by all conditions printed on this application, and that I assume full responsib ity for compliance with the Wheat Ridge Building Use Tax Code (U.B.C.) and all other applicable \Al t ftioge ordinageesJhwork under this perfnit., (OWNER)(CONTRACTOR) Description : 5'X8' SIGN Total $500.00 $15.00 $0.00 $7.50 $22.50 Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : , to;' x , m.... (1) This permi[ was issuetl in accordance with the provisions set forth in yopur appliwtion antl is sub1'ect lo the laws of the State of Colorado and to the Zoning Re9ulations and Builtling Code of Wheat Ridge, Colorado or any otherapplicable ortlinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (80) days from issue tlate or (B) the building authorized is suspended or abantlonetl for a penod of 120 days. (3) If lhis permi[ ezpires, a new permit may be acquiretl for a fee of one-half ihe amount normally requiretl, provided no changes have been or will be matle in the original plans and specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (t) year, full fees shall be paitl for a new pertnit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) ConVactor shall notiy the Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetliing wifh successive phases of the job. (6) The ~suance of a permit or the approval of drawin95 and specificalions shall not be construed to be a permit for, nor an approval of, any violation of the provisions of ~ builQ,ing codes g~,any other q(dinancp, law, rule or regulahon. Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 7 ~S--1 " DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :6;~ BUILDiNG INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ~ j,G~{/ O~t,,~ Properry Address : ~ 3,3m x{/f,- Phone Contractor License No. : Company : G.AIu/d,-- N syie,&11.6Z 4S Phone OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certrfy that the setback distances proposed by this permit application are accurete, and do not vwlate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrietions of record; that all measurements shown. and allegations made are accurate; that 1 have read and agree to aby'd¢ by all condRions pnnted on this application, and that I assume full responsibility for,~pfrfgljance with the Wheat Ridge Building Code (UB.C.) and all other applicable Wp~Ridge ord(npnces-Fecwork under this oertnrt. / (OWNER)(CONTR4CTOR) Description : / ~ ~rGT/?rC~ - ,5l ~ g Construction Value Permit Fee Use Tax Totat v`foD ~•5~ a a- S~ BUILDING DEPARTMENT USE ONLY Approval: HtU4 4.l(,rsl ~g Zoning : QL• I wFUnn-"Y6¢,(o ~rrNSAC(L mcmawiiRaimm cw~ awTts,"aw- ov-- Approval: Approvat: Occupancy : Wails : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Expiration Date : Approval : j Pfans Reqpf[ed,."_"] Company : Expiration Date : Approval: J, Pt~ns Reguired Company: Expiration Date : Approval: (1) This permrt was issuetl in accortlance wiN the provisions set forth in yopur appiication antl is subject to the laws of the State of Coloretlo antl lo the Zoning Regulations and Builtling Code of Wheat Ridge, Coloratlo or any other applicaole ortlinances of the City. (2) This permd shall expire rf(A) the work authonzed is not wmmencetl wiNin sixty (60) tlays frcm issue tlale or (B) the 6uilding authonzed is suspended or abantlone0 Mr a penod ot 720 days. (3) If ihis pertnit expires, a new permit may be acquiretl for a fee of one-half ihe amount normally required, provided no changes have been orwill be maCe in the anginal plans antl specificalions antl any suspension or abantlonment has not exceetletl one (1) year. If changes are matle or if suspension or abantlonment ezceeds one (i) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the naNrel flow of water causing a tlrainage problem. (5) ConVactor shall notify the Builtling Inspec[or hvenry-four (24) hours in atlvance for all inspecuons antl shall receive written approval on inspec[ion cartl before . pmceediing with successrve phases o/ the jo6. (6) The issuance of a permit or the approval o/ drawings antl specifications snall not be consVUea to be a permit for, nor an approval of, any violation of the provisions ot the building cotles or any other ortlinance, law, mle or regulation. Chief Buiiding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION E~-r~ ~ 17 _ i 5 ~;~~j~ tG~ ►-l~ ~ Ga,/GR(o~/ ~ ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1752 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :8/31/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address: 12200 38TH AV Contractor License No. : 17912 Company : Roe Fire & Safety 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 rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all wnditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable VVheat,R~dge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~-DATE g3 ~'eIS Description : INSTALLATION OF WET CHEMICAL KITCHEN HOOD FIRE SUPPRESSION SYSTEM Phone: 421-2721 Phone: 433 8901 Construction Value : $1,000.00 Permit Fee : $25.00 Plan Review Fee : $0.00 Use Tax : $15.00 Total: $40.00 Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Approval : Expiration Date : Approval: Expiration Date : Approval: 11 (7) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zonin9 Re9ulations and Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixty (60) days from issue tlate or (e) the builtling authorized is suspended or abantloned for a period of 120 days. (3) If this pertnit expires, a new pertnit may be acquired for a fee of one-half the amount normalty required, provided no chanqes have been or will be made in the onginal plans and specificalions and any suspension or abantlonment has not exceeded one (i) year. If changes are made or if suspension or abantlonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a tlrainage problem. (5) Contrector shall notify the Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of theob. (6) The issuance of a permit orthe approval o '~drawings and specifiwtions shall not be construed to be a pertni[ for, nor an approval of, any viola[ion of the provisions of e b ilding codes or any other ordinance, law, rule or regulation. hief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: GLORY OF GOD CHURCH Property Address: 12200 W. 38TH AVE. Phone:421-2721 Contractor License No. : 17912 CLASS XII Expires 12/20/95 Company: ROE FIRE & SAFETY, INC. Phone:433-$901 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit 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 accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh at Ridge ordinan for woric under this permit. (OWNER)(CONTRACTOR)SIGNE :)/,(/d~i2- .DATE 08/17/95 Construction Value : 1, 000. 00 Permit Fee : Use Tax : Total : Description: Installation of Wet Chemical Kitchen Hood Fire Suppression System Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: ~ OW Wi (7) This permit was issuetl in accordance with the provisions se[ (orth in yopur applicaUOn and is subjec[ to the laws of the Sta[e of Colorado antl lo the Zoning Regulations and Building Code of Wheat Ridge, Coloratlo or any other applicable ordinances o( the City. (2) This permit shall expire if (A) the work authorizetl is not commenced wi[hin sixty (60) tlays from issue date or (B) the building authonzed is suspended or abantlonetl tor a penod of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normally requireq provided no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) Nb work of any manner shall he done that will change the naturel flow of water causing a drainage problem. (5) Contrector shall notify ihe Building Inspector lwenry-four (24) hours in advance for all inspeclions and shall receive wnflen approval on inspec6on cartl before proceetliing with successive phases of [he job. (fi) The issuaroe of a p mit or ihe approval of drawings and specifcalions shall not be wnstrued to be a permit for, nor an approval oF, any violation of the provisions of ihe i ing cod or any other,ordin ce, law, rule or regula6on. C'Z C' f Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION REcEIVED AUR 2 1 tgg5 J W.RF.D. ~ . O I---4AUTOMATfC DETECTION LfNE GO iAGENT SUPPLY LINE 24" 136' GAS GAS RANGE RIDDL ELEVATION OF EXHAUST HOOD t/4" = 1' SHALL SHUT-OFF C0mments.y1,) 014. VOW_ V4.15 L Z L 'l~ 1'Sao~t i5 a@P°~~ ~y Blds.`p.yi, ~$x, ~~1 ro.~~b2e o'1.`~~+r Q.ra~r~E-~~^~'~•v• C-~r 1.a,s\s. ? o•,~c ~lzy-~323. ~ UPON ACTIVATI:QN OF THE ANSUL SYSTEM THE FOLLOWING OCCUR: -ALL ELECTRIC POWER UNDER THE EXHAUST HOOD SHALL (HOOD LIGHTS, CONVENtENCE OUTLETS, ETC.) -MAKE-UP AIR OR SUPPLY AIR SHALL SHUT-OFF -FtRE ALARM SHALL SOUND -GAS SHALL SHUT-OFF TO COOKING APPLIANCES Wheat Ridge Fire Protection District Plans RevieW Date: Fl-zz-45~_ _'111 ~ Revie~ved b~~ Qavid M. Rubprts~y~uL Ur.iform Fire Code Cereifieaiicn #53275 ' Colorar.'r~ State Pire Suppression System' Inspector Certificauon #82-173 ' ' - } ~1 t' otD NOTES+ ALt, PIPiNG SHALL BE SCHEDUL= 40 BLSCX IRON UNL=55 OTHEA'MISE NOTED. INSTALLATION OF GAS SMUT-OPF 4ALYE5 9 ELECTAICAI WIRING BY OTtiE+75. ELECTAIGaL CONTRaI PowER TO BE IIO VOLT- 1 PXASE - 60 GYCLE UNlE55 OTHEiWISE INOIC.ITEO. ~ PLENUfI SIZE 6' x 20" 12" x 16" DUCT N0. 8 31ZE ITEM OUANTITY PART NO. DESCRIPTION 7 1 79290 I GALLON MECHANICAI AUTOMAN Z 1 I 79372 3 GALLON ANSULEX 3 I 1 17492 101-20 E%PELLANT GAS CAftTRIDGE 4 1 I 32220 MILAO-SWITCH 5 1 4835 MANUAL PULL STATION 6 1 55601 1" MECHANICAL GAS VALVE 7 1 56930 PLENUM NOZZLE iN 8 1 56928 OULT NOZZLE 2W 9 1 569 0 APPLIANCE NOZZLE iN 10 2 418118 APPLIANCE NOZZLE 245 11 . 1 56814 360~ FUSIBLE LINK DETECTOR ~ - - i GLORY OF GOD LUTNEAAN LHURCH 12200 W. 38th Ave., blheat ftidge ' ]CJLL -NT$ APPq0V6D. 011.)T oAte 08/t7/95 ^~9 ANSUL R- 102 UL300 3 GALLON LIOUID CHEMICAL FiRE SUPPRESSION SYSTEM ROE F1RE AND SAFcTY EOUIPMENT CO., INC. 4253 JASON - DEYVER,COIORADO J0~ NO' 95128 SECTION IV - SYSTEM DESIGN UL EX. 3470 3-75-95 Paae 4-24 REV. 1 NOZZLE PLACEMENT REOUIREMENTS (Continued) Noule Application Chart The following chart has been developed to assist in calcutating the quantity and type of nozzie required to protect each duct, plenum, or appliance. NOTICE This chart is for general reference only. See complete details for each type of hazard. Hazard Maximum Hazard Dimensions Nozzle Nozzle Quantity Heights 1 - 1 - 2 - 1 - 1 - 1 - GLORY OF GOD CHURCH 3 GALLON UL300 SYSTEM Noule Part No. 56927/415567 56928178078' 56928/78078' 56929 56930l415566/417332 Nozzle Tip Stamping - Flow No. Duct or Transition length - Unlimited (Single Noule) Perimeter - 27 in. (67 cm) Diameter - 8.5 in. (22 cm) Duct or Transition Length - Unlimited (Single Nozzle) Perimeter - 75 in. (190.5 cm) Diameter - 24 in. (61 cm) Duct or Transition Length - Unlimited (Dual Noule) Perimeter - 150 in. (381 cm) Diameter - 48 in. (122 cm) Electrostatic Precipitator Individual Cell (At Base of Duct) Plenum Length - 8 ft. (2.4 m) (Horizontai Protection) Filter Height - 20 in. (51 cm) Pienum Length - 4 ft. (1.2 m) (Verticai Protection) Width - 4 ft. (1.2 m) Fryer/Split Vat Fryer Longest Side (without drip board) 15 in. (38 cm) • Area - 210 sq. in. (1355 sq. cm) High Proximity Low Proximiry Longest Side (with drip board) 21 in. (53 cm) Area - 294 sq. in. (1897 sq. cm) (Fry Pot must not exceed 15in.x14in. (38 cm x 36 cm)) High Proximity Low Proximiry Fryer Longest Side (without drip board) 19 1/2 in. (49.5 cm) Area - 370 1/2 sq. in. (2390 sq. cm) High Proximity Low Proximity Longest Side (with drip board) 25 112 in. (64.5 cm) Area - 495 sq. in. (3194 sq. cm) (Fry pot longest side must not exceed 19 1/2 in. and maximum area of 370 112 sq. in.) High Proximity Low Proximity use 2WN nossie on 1.5 9allon. 6 Ilow . aucc ane pienum omtecuon oniy. 1 W/1 WS 2W/2WH' 2W/2WH' 1l2N c o W n ! m r z ~ i z o z ' N C N 3 r ca m m ' N 7 2 1Nl1NS/1NSS 1 1 56927l415567/417333 1 W/1 WS/1 WSS 1 27 - 47 in. 418117 230 1 20 - 27 in. 418118 245 1 27 - 47 in. 418177 230 1 20 - 27 in. 418118 245 1 21 - 34 in. 76782 3N 1 13 - 16 in. 418120 290 - 1 21 - 34 in. 76782 3N 1 13 - 76in. 418120 290 CONTINUED ON PAGE 2 PAGE 1 of 2 GLORY OF GOD CHURCH UL30.0 SYS.TEM - 3 GALLON PAGE 2 of 2 NOZZLE PLACEMENT REQUIREMENTS (Continued) Nozzle Application Chart (Continued) Maximum Hazard Hazard Dimensions Range Longest Side (High Proximity) 26 in. (77 cm) Area - 672 sq. in. (4335 sq. cm) Longest Side (Medium Proximity) 28 in. (71 cm) Area - 672 sq.in. (4335 sq. cm) Longest Side (Low Proximity) 36 in. (91 cm) Area - 1008 sq. in. (6503 sq. cm) Griddle Longest Side (High Proximiry) 48 in. (122 cm) , Area - 1440 sq. in. (9290 sq. cm) Longesi Side (High Proximity) 30 in. (76 cm) Area - 720 sq.in. (1829 sq. cm) Longest Side (High Proximity) , . 36 in. (91 cm) Area - 1080 sq. in. (2743 sq. cm) Longest Side : (Medium Proximity) . . ' 48 in. (122 cm) Area - 1440 sq. in. (9190 sq. cm) Longest Side (Low Proximiry) 48 in. (122 cm) Area - 1440 sq. in. (9290 sq. cm) Chain. BroileP Longest Side - 34 in. (86 cm) ;Overhead Protection) Area - 1088 sq.in. - - (7019 sq. cm) --hain Brailer Length - 43 in. (109 cm) rHorizontal Protection) Width - 31 in. (79 cm) 3as-Radiant Char-Broiler Longest Side - 24 in. (61 cm) Area - 528 sq. in. (3406 sq. cm) 'ciectric Char-Broiler Longest Side - 34 in. (86 cm) Area - 680 sq.in. (4388 sq. cm) '_ava•Rock Broiler Longest Side - 24 in. (61 cm) Area - 312 sq. in. (2013 sq. cm) SECTION IV - SYSTEM DESIGN UL EX. 3470 3-15•95 Page 425 REV. 1 Noule Nozzle Noute Quantity Heights Part No. 1 40 - 50in. 418118 (102 - 127 cm) 1 30 - 40 in. 418119 (76 - 102 cm) Noule Tip Stamping - Flow No. z ~ 3 W m z 0 T Z 0 N N r m N --f 0 --i n r T r 0 ~ z c 3 m m z N 245 2 4 260 2 15 - 20in. 418120 290 (38 - 51 cm) 1 30 - 50 in. 418119 260 (76 - 127 cm) (perimeter located) 1 30 - 50 in. 418120 290 (76 - 127 cm) (center located) 1 35 - 40in. 56930/415566/417332 1N/1NS/1NSS (89 - 102 cm) (perimeter located) 1 20 - 30in. 418120 290 (51 - 76 cm) (perimeter • located) 1 10 - 20in. 418121 2120 (25 - 51 cm) (perimeter located) 2 10 - 26 in. 5692714155671417333 1 W/1 WS/1 WSS (25 - 66 cm) 2 1- 3 in. 56930/415566l417332 1N/1NS/1NSS (3 - 8 cm) 1 18 - 40in. 418118 245 (a6 - 102 cm) 1 20 - 50 in. 56930/415566/417332 1N/1NSl1NSS (51 - 127 cm) 1 18 - 35in. 56930/415566/417332 1N/1NS11NSS (46 - 89 cm) TOTAL FLOW NUMBERS THIS SYSTEM MAXIMUM ALLOWABLE 'Minimum ehain bmibr ezhausl apening - 12 in. a 12 .a (31 cm x 31 Cm), antl no[ isea Nen W% of intamal Droiler srze. 8 11 { f ~ i DE ARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-1663 Date :8/16/95 Property Owner : Properly Address : 12200 38TH AV Phone : 421-2721 Contractor License No. : 18453 Company : Sierra Electric Enterprises, Inc. Phone : 9809262 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $750.00 1 hereby certiTy that the setback distances proposed by this permit application are accurate, Pefmif F22 : $21.00 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or - covenants, easements or restridions of record; that all measurements shown, and allegations Plan Review Fee : $0.00 made are accurate; that I have read and agree to abide by all wnditions printed on this application, and that I assume full responsibility for compliance with,the Wheat Ridge Building Use Tax : $11.25 Code (U.B.CJ and all other applicable W at RLdge ordi nc 5 for work under this permit. (OWNER)(CONTRACTOR) SIGNED ` q7SF- 6_v Total : $32.25 . Description : INSTALL 2 CIRCUITS FOR NEW EXHAUST AND MAKE U P AIR FANS AND HOOD LIGHTS Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ommannom IN IN mumpmeggmm (1) This permit was issued in acwrtlance with the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo and to the Zoning Regula[ions antl Builtling Cotle of Wheat Ridge, Coloredo or any oiher applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced wi[hin sixty (60) tlays from issue date or (B) the building authorized is suspendetl or abandoned for a penod of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-halfthe amount normally required, provided no changes have been orwill be made in the original plans and specifcations antl any suspension or abandonment has no[ exceeded one (7) year. If chan9es are made or if suspension or abandonment ezceetls one (i) year, full fees shall be paid for a new permi[. (4) No woric of any manner shall 6e done ihat will change the natural flow of water causing a drainage problem. (5) Contractor shall notiry the Builtling Inspectortwenry-four (24) hours in advance for all inspec[ions antl shall receive written approval on inspedion cartl before proce nng with successive phases of the J~ob. (6) The ~ s ance of a permit or the approval of drawings and specifcations shall not be construed to be a permi[ for, nor an approval of, any violation of the provisions of t e bqildiqg codes or n*j other ordiAnce, IElw, rule or regulation. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ="t_z DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Gl06'4 d~) ~fl ~ ~~~Y ` PropertyAddress: ~aaBQ lJ, ~~'~~J~~ g0~33 Phone: -7 Contractor License No. : Company eCY'R ~~,~G~i G~w~eapr~ 5e s ~ I y~ Phone : gZ Z- a3 ~G OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity 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 accurete; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe~ Ridge ordinance~feryvork under this permit. (OWNER)(CONTRACTOR) SIGNED Description : I h~~.,, i~ ~ • r v..lr I wI r~~ J Q I rtu..., cy,vtiveY+aV d-r•inl_c, BUILDING DEPARTMENT USE ONLY kY/I J rovt J d'RA)+ I Approval : Zoning : ~1'".~[~ a"~it"~nA►°~i~~ Approval : WEEKWARINIMM Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company :S IEfpYr ~tpdrIC Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This pertnit was issuetl in accortlance with the provisions set forth in yopur applica6on and is subjecl to the laws of the State of Colorado and ro the Zoning Regulations antl Builtlin9 Cotle of Wheat Ridge, Coloratlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is no[ commenced within sixty (60) days from issue date or (B) the builtling authorized is suspentletl or abantlonetl for a penod of 120 tlays. (3) IF this permi[ expires, a new pertnit may be acquiretl for a/ee of one-haif the amount normally required, providedno changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceedetl one (1) year. If changes are made or if suspension or abandonmeni exceeds one (1) year, full tees shall 6e paid for a new permit. (4) Nb work of any manner shall be done lhat will change the natural Flow of waler causing a tlrainage problem. (5) Conlrector shall notify the Builtling Inspector hventy-four (24) hours in advance for all inspections antl shall receive wntten approval on inspection cartl before proceetliing with successive phases of the job. (6) The issuance of a permi[ or the approval of drawings antl specihcations shall not be wnstruetl to be a permit for, nor an approval of, any violatioq of the provisions of ihe builtling codes or any o[her ordinance. law, rule or regulation. Construction Value : 7~ p c Permit Fee : Use Tax : Total : Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION CERTIFICATE OF OCCUPANCY CITY OF WHEAT RIDGE : i Z i a W 6 Iasued Without Fee 7500 W. 29th Avenue Date Ju1Y 17, 1995 Wheat Ridge, Colorado 80034 This certificate verifies that the bullding constructed andlor the use proposed of the buliding andlor , premises, under the above permit number and on property described below, does comply with the Wheat Ridge Bullding Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupled forthe use speclfied. oWNER Glory of God Lutheran Church ADORESS 12200 W. 38th Avenue CONTRACTOR Precise Construction Service 1982 S. Macon Way. Aurora G0 80014 PROPERTYADDRESS 12200 W. 38th Avenue LEGAI DESCRIPTION: ~ M 0) ~ ~ v rn ~ FORTHEFOLLOWINO PURPOSE Colwnbariwn I No chanpe ahall be made In the use of this bullding witAout prior notice and a new I Certlficate of Occupancy from the City of Wheat Ridga~ J / ^ Chief Bullding W.R. Form &8 C. ^ ~ W t Ca co co ,4..- J ~ Z Z ~ Q W J ~ m 'W J= ~H . +J r Z , O i ~ co ~ ZN _x 1-- V/ Z O W N Z W cr. ~ W/~ LV LLI U I ~ ~ ~ N 4 lx 0 y ~ J LU o ot V n W z a O ~ W = ~ ~ ~ V W a U Z a 7 U 0 W a ~ ~ ~ ~ 00 00 0 w ~ ~ h w ¢ 0 ~ ~ a M„ ~F a ~ 0 0 00 g ~ 0 a ~ ~ ~ O U- ~ N N W m ~ ~ m 4J ~ U ~ a w x F- 0 N ~ 0 z ~ J L N U , =->'w ~ ~ d a W ~ ~a a y W C ~ O O O ~ ° ~ o V < w ~ Y Q Ln ^ c ~ ~ . o] O U H L~a ¢ m o p W C' ~ Z O ~ ~ z ~ d Cr U) ~ Q. : a U) Z o c O _ : o o o t~ C LL N N U C 2 O ir L CO m ~ ~ c.~ ,M z:E< l1? r( ~ J ~ 0 ~ ~ C ~ ~ o c O tn rii 'y N C d X td a ctl c . ~ N . C ~ C 7 x LL lL ~ > .6 a E C p Co c m m m ~ °6 ~ m af i4 E C . 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Subject By Sheet of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ' 25 26 21 28 29 STRUCTURAL Job Title GO WG Date /z-30 -93 Job no. ~ \ WEST, I'Yy■ Subject By J/.f/ Sheet of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 , ~ V , i . , , o?~..,.; , . . . , , . . . ~ . . ' . . , . . _ . i_. . ~ . 1 . ~ . . . , . . : ~v . _ _ . . 1350 M i , j , , k- o, zla J= 0•927 ; ~ //H6 ~~~z.>Cz> ; , ~ ' a . ~.r.. ~ . . . . a2 3 ~FPsc , z , s r ~ 0:'002 ,~~a = o.ob3 _ k= 0,29~~'= 0.90~ ' ~ e . f . . . . . . . , , : ~ _ 6.~.... 9 ~s(iz)CZ ;/Z~3-8/)` (•2T7)(.4e/~ o Z , a . , . . . . . . : . ~ ~ a . . ~ . . . . i. 5 . . . . . . ~ . ~ . ~ 6 ~ . . . 0 . . ~ . : 3 1REDWINE-REIZIAN RETAINING WALL DESIGN PROGRAM (REV.DATE 1-27-93) JOB NUMBER: 93000 PROJECT TITLE: GLORY OF GOD COLUMBARIUM RETAINING WALL DATE: 11-23-1993 TIME: 18:19:41 INPUT DATA VALUES 1. ANGLE-SLOPING BACKFILL = 30 DEGREES * 10. SOIL ELEV. DIFF. = 2 FEET 2. SOIL WEIGHT = 120 PCF * 11. WALL WIDTH AT TOP = 8 INCHES 3. EQUIV. FLUID PRESSURE = 55 PSF * 12. WALL BATTER = 0 INCHES 4. PASSIVE PRESSURE = 200 PCF * 13. FOOTING THICKNESS = 12 INCHES 5. FRICTION COEFFICIENT = .35 * 14. VERT. SURCHARGE = 0 PSF 6. ALLOWABLE BRG. PRESS. = 2000 PSF * 15. H. CONC. LOAD-TOW = 0 LB/FT 7. CONCRETE STRENGTH = 3 KSI * 16. V. CONC. LOAD-TOW = 70 LB/FT 8. STEEL YIELD STRENGTH = 60 KSI * 17. MOMENT AT T.O.W = 0 FT-LB/FT 9. FROST DEPTH = 3 FEET * 18. SURCHARGE IS NOT ADDED TO THE RESISTING MOMENT * 19. SCOUR DEPTH = 0 FEET PROGRAM DESIGN OUTPUT **(NOTE: DESIGN OUTPUT VALUES ARE GIVEN PER FOOT OF WALL LENGTH.)** TOE PRESS. HEEL PRESS•. FACTOR OF RESISTING OVERTURNING (PSF) (PSF) SAFETY-OVERT. MOM. (K-FT) MOM. (K-FT) 795.34 644.35 3.52 6.52 1.85 NOTE: IF TOE OR HEEL IS NEGATZVE, FOOTING CALCULATIONS ARE INVALID CONSULT SOILS TEXT FOR FOOTINGS ECCENTRICALLY LOADED. THIS PROGRAM WILL NOT HANDLE THIS SPECIAL CASE. HAND CALCS REQ'D. DISTANCE FROM WALL MOMENT (ULTIMATE) AREA OF STEEL TOP OF WALL (FT) (K-FT) (SQ. IN) 0.40 * 0.06 0.14 0.80 * 0.12 0.14 1.20 * 0.20 0.14 1.60 * 0.33 0.14 2.00 * 0.49 0.14 2.40 * 0.70 0.14 2.80 * 0.96 0.14 3.20 * 1.29 0.14 3.60 * 1.68 0.14 4.00 * 2.13 0.14 (NOTE: IF AREA OF STEEL IS 0.00, THEN WALL THICKNESS MUST BE INCREASED! ULTIMATE B.O.W. SHEAR USING #4 REBAR AT 68 ***NOTE: BOTH TOE AND TOE PROJECTION (FT) 1.00 TOE SHEAR = 0.35 KIP = 1.1 KIPS REQ'D SHEAR REINF. AREA = 0.04 SQ.IN. IN. O.C. SATISFIES THIS REQ'MT HEEL WERE HELD TOE MOMENT (FT-KIPS) TOE STEEL (SQ. IN) 0.60 0.26 3 IS LESS THAN ALLOW. SHEAR = 9.50 KIPS - FTG. DEPTH OK! HEEL PROJECTION (FT) HEEL MOMENT (FT-KIPS) HEEL STEEL (SQ. IN) 2.00 0.57 0.26 HEEL SHEAR =-0.07 KIPS IS LESS THAN ALLOW. SHEAR = 10.61 KIPS - FTG. DEPTH OK! KEY DEPTH (FT) FOR F.S.=1.5 AGAINST SLIDING= 0.0 REDWINE-REIZIAN RETAINING WALL DESIGN PROGRAM (REV.DATE 1-27-93) ***************t*************************************************** JOB NUMBER: 93000 PROJECT TITLE: GLORY OF GOD COLUMBARIUM RETAINING WALL DATE: 11-23-1993 TIMFS: 18:22:38 INPUT DATA VALUES 1. ANGLE-SLOPING BACKFILL = 30 DEGREES * 10. SOIL ELEV. DIFF. = 2 FEET 2. SOIL WEIGHT = 120 PCF * 11. WALL WIDTH AT TOP = 8 INCHES 3. EQUIV. FLUID PRESSURE = 55 PSF * 12. WALL BATTER = 0 INCHES 4. PASSIVE PRESSURE = 200 PCF * 13. FOOTING THICKNESS = 10 INCHES 5. FRICTION COEFFICIENT = .35 * 14. VERT. SURCHARGE = 0 PSF 6. ALLOWABLE BRG. PRESS. = 2000 PSF * 15. H. CONC. LOAD-TOW = 0 LB/FT 7. CONCRETE STRENGTH = 3 KSI * 16. V. CONC. LOAD-TOW = 70 LB/FT 8. STEEL YIELD STRENGTH = 60 KSI * 17. MOMENT AT T.O.W = 0 FT-LB/FT 9. FROST DEPTH = 3 FEET * 18. SURCHARGE IS NOT ADDED TO THE RESISTING MOMENT * 19. SCOUR DEPTI-I = 0 FEET PROGRAM DESIGN OUTPUT **(NOTE: DESIGN OUTPUT VALUES ARE GIVEN PER FOOT OF WALL LENGTH.)** TOE PRESS. HEEL PRESS. FACTOR OF RESISTING OVERTURNING (PSF) (PSF) SAFETY-OVERT. MOM. (K-FT) MOM. (K-FT) 1396.49 194.32 2.32 3.72 1.60 NOTE: IF TOE OR HEEL IS NEGATIVE, FOOTING CALCULATIONS ARE INVALID CONSULT SOILS TEXT FOR FOOTINGS ECCENTRICALLY LOADED. THIS PROGRAM WILL NOT HANDLE THIS SPECIAL CASE. HAND CALCS REQ'D. DI$TANCE FROM WALL MOMENT (ULTIMATE) AREA OF STEEL TOP OF WALL (FT) (K-FT) (SQ. IN) 0.42 * 0.03 0.14 0.83 * 0.08 0.14 1.25 * 0.15 0.14 1.67 * 0.25 0.14 2.08 * 0.40 0.14 2.50 * 0.59 0.14 2.92 * 0.84 0.14 3.33 * 1.15 0.14 3.75 * 1.53 0.14 ¢,17 * 1.99 0.14 (NOTE: IF AREA OF STEEL IS 0.00, THEN WALL THICKNESS MUST BE INCREASED! ULTIMATE B.O.W. SHEAR = 1.0 KIPS REQ'D SHEAR REINF. AREA = 0.03 SQ.IN. USING #4 REBAR AT 72 IN. O.C. SATISFIES THIS REQ'MT ***NOTE: BOTH TOE AND HEEL WERE HELD TOE PROJECTION (FT) TOE MOMENT (FT-KIPS) TOE STEEL (SQ. IN) 0.50 0.27 0.22 TOE SHEAR =-0.09 KIPS IS LESS THAN ALLOW. SHEAR = 7.26 KIPS - FTG. DEPTH OK! HEEL PROJECTION (FT) HEEL MOMENT (FT-KIPS) HEEL STEEL (SQ. IN) 1.50 0.75 0.22 HEEL SHEAR = 0.29 KIPS IS LESS THAN ALLOW. SHEAR = 8.38 KIPS - FTG. DEPTA OK! KEY DEPTH (FT) FOR F.S.=1.5 AGAINST SLIDING= 0.0 REDWINE-REIZIAN RETAINING WALL DESIGN PROGRAM (REV.DATE 1-27-93) JOB NUMBER: 93000 PROJECT TITLE: GLORY OF GOD COLUMBARIUM RETAINING WALL DATE: 11-23-1993 TIME.: 18:29:38 INPUT DATA VALUES 1. ANGLE-SLOPING BACKFILL = 30 DEGREES * 10. SOIL ELEV. DIFF. = 2. 33 FEET 2. SOIL WEIGHT = 120 PCF * 11. WALL WIDTH AT TOP,= 8 INCHES 3. EQUIV. FLUID PRESSURE = 55 PSF * 12. WALL BATTER = 0 INCHES 4. PASSIVE PRESSURE = 200 PCF * 13. FOOTING THICKNESS = 10 INCHES 5. FRICTION COEFFICIENT = .35 * 14. VERT. SURCHARGE = 0 PSF 6. ALLOWABLE BRG. PRESS. = 2000 PSF * 15. H. CONC. LOAD-TOW = 0 LB/FT 7. CONCRETE STRENGTH = 3 KSI * 16. V. CONC. LOAD-TOW = 70 LB/FT 8. STEEL YIELD STRENGTH = 60 KSI * 17. MOMENT AT T.O.W = 0 FT-LB/FT 9. FROST DEPTH = 3 FEET * 18. SURCHARGE IS NOT ADDED TO THE RESISTING MOMENT * 19. SCOUR DEPTH = 0 FEET PROGRAM DESIGN OUTPUT **(NOTE: DESIGN OUTPUT VALUES ARE GIVEN PER FOOT OF WALL LENGTH.)** TOE PRESS. HEEL PRESS. FACTOR OF RESISTING OVERTURNING (PSF) (PSF) SAFETY-OVERT. MOM. (K-FT) MOM. (K-FT) 1360.92 253.27 2.33 4.39 1.89 NOTE: IF TOE OR HEEL IS NEGATIVE, FOOTING CALCULATIONS ARE INVALID CONSULT SOILS TEXT FOR FOOTINGS ECCENTRICALLY LOADED. THIS PROGRAM WILL NOT HANDLE THIS SPECIAL CASE. HAND CALCS REQ'D. DISTANCE FROM WALL MOMENT (ULTIMATE) AREA OF STEEL TOP OF WALL (FT) (K-FT) (SQ. IN) 0.45 * 0.04 0.14 0.90 * 0.09 0.14 1.35 * 0.17 0.14 1.80 * 0.29 0.14 2.25 0.47 0.14 2.70 * 0.71 0.14 3.15 * 1.01 0.14 3.60 * 1.39 0.14 4.05 * 1.85 0.14 4.50 * 2.40 0.14 (NOTE: IF AREA OF STEEL IS 0.00, THEN WALL THICKNESS MUST BE INCREASED! ULTIMATE B.O.W. SHEAR = 1.2 KIPS REQ'D SHEAR REINF. AREA = 0.04 SQ.IN. USING #4 REBAR AT 63 IN. O.C. SATISFIES THIS REQ'MT ***NOTE: BOTH TOE AND HEEL WERE HELD TOE PROJECTION (FT) TOE MOMENT (FT-KIPS) TOE STEEL (SQ. IN) 0.67 0.46 0•22 TOE SHEAR = 0.28 KIPS IS LESS THAN ALLOW. SHEAR = 7.26 KIPS - FTG. DEPTH OK! HEEL PROJECTION (FT) HEEL MOMENT (FT-KIPS) HEEL STEEL (SQ. IN) 1.50 0.79 0•22 HEEL SHEAR = 0.29 KIPS IS LESS THAN ALLOW. SHEAR = 8.38 KIPS - FTG: DEPTH OK! KEY DEPTH (FT) FOR F.S.=1.5 AGAINST SLIDING= 0.0 tt£REDWINE-REIZIAN RETAINING WALL DESIGN PROGRAM (REV.DATE 1-27-93) JOB NUMBER: 93000 PROJECT TITLE: GLORY OF GOD COLUMBARIUM RETAINING WALL DATE: 11-23-1993 TIME: 18:51:53 INPUT DATA VALUES 1. ANGLE-SLOPING BACKFILL = 30 DEGREES * 10. SOIL ELEV. DIFF. = 2.33 FEET 2. SOIL WEIGHT = 120 PCF * 11. WALL WIDTH AT TOP = 8 INCHES 3. EQUIV. FLUID PRESSURE = 55 PSF * 12. WALL BATTER = 0 INCHES 4. PASSIVE PRESSURE = 200 PCF * 13. FOOTING THICKNESS = 10 INCHES 5. FRICTION COEFFICIENT = .35 * 14. VERT. SURCHARGE = 0 PSF 6. ALLOWABLE BRG. PRESS. = 2000 PSF * 15. H. CONC. LOAD-TOW = 140 LB/FT 7. CONCRETE STRENGTT-I = 3 KSI * 16. V. CONC. LOAD-TOW = 240 LB/FT 8. STEEL YIELD STRENGTH = 60 KSI * 17. MOMENT AT T.O.W = 840 FT-LB/FT 9. FROST DEPTH = 3 FEET * 18. SURCHARGE IS NOT ADDED TO THE RESISTING MOMENT * 19. SCOUR DEPTH = 0 FEET PROGRAM DESIGN OUTPUT **(NOTE: DESIGN OUTPUT VALUES ARE GIVEN PER FOOT OF WALL LENGTH.)** TOE PRESS. HEEL PRESS. FACTOR OF RESISTING OVERTURNING (PSF) (PSF) SAFETY-OVERT. MOM. (K-FT) MOM. (K-FT) 1562.15 58.08 2.10 8.19 3.90 NOTE: IF TOE OR HEEL IS NEGATIVE, FOOTING CALCULATIONS ARE INVALID CONSULT SOILS TEXT FOR FOOTINGS ECCENTRICALLY LOADED. THIS PROGRAM WILL NOT HANDLE THIS SPECIAL CASE. HAND CALCS REQ'D. DISTANCE FROM WALL MOMENT (ULTIMATE) AREA OF STEEL TOP OF WALL (FT) (K-FT) (SQ. IN) 0.45 * 0.90 * 1.35 * 1.80 2.25 2.70 3.15 3.60 4.05 4.50 (NOTE: IF AREA OF STEEL IS 0.00, 1.62 0.14 1.81 0.14 2.04 0.14 * 2.32 0.14 * 2.66 0.14 * 3.07 0.14 * 3.55 0.15 * 4.11 0.17 * 4.77 0.20 * 5.53 0.23 THEN WALL THICKNESS MUST BE INCREASED! ULTIMATE B.O.W. SHEAR = 1.6 KIPS REQfD SHEAR REINF. AREA = 0.05 SQ.IN. USING #4 REBAR AT 46 IN. O.C. SATISFIES THIS REQ'MT ***NOTE: BOTH TOE AND HEEL WERE HELD TOE PROJECTION (FT) TOE MOMENT (FT-KIPS) TOE STEEL (SQ. IN) 1.00 1.16 0.22 TOE SHEAR = 1.10 KIPS IS LESS THAN ALLOW. SHEAR = 7.26 KIPS - FTG. DEPTH OK! HEEL PROJECTION (FT) HEEL MOMENT (FT-KIPS) HEEL STEEL (SQ. IN) 2.25 2.01 0.22 HEEL SHEAR = 0.67 KIPS IS LESS THAN ALLOW. SHEAR = 8.35 KIPS - FTG. DEPTH OK! KEY DEPTH (FT) FOR F.S.=1.5 AGAINST SLIDING= 0.0 REDWINE-REIZIAN RETAINING WALL DESIGN PROGRAM (REU.DATE 1-27-93) JOB NUMBER: 93000 PROJECT TITLE: GLORY OF GOD COLUMBARIUM RETAINING WALL DATE: 11-23-1993 TIME: 18:30:38 INPUT DATA VALUES 1. ANGLE-SLOPING BACKFILL = 30 DEGREES * 10. SOIL ELEV. DIFF. = 2.33 FEET 2. SOIL WEIGHT = 120 PCF * 11. WALL WIDTH AT TOP = 8 INCHES 3. EQUIV. FLUID PRESSURE = 55 PSF * 12. WALL BATTER = 0 INCHES 4. PASSIVE PRESSURE = 200 PCF * 13. FOOTING THICKNESS = 10 INCHES 5. FRICTION COEFFICIENT = .35 * 14. VERT. SURCHARGE = 0 PSF 6. ALLOWABLE BRG. PRESS. = 2000 PSF * 15. H. CONC. LOAD-TOW = 0 LB/FT 7. CONCRETE STRENGTH = 3 KSI * 16. V. CONC. LOAD-TOW = 0 LB/FT 8. STEEL YIELD STRENGTH = 60 KSI * 17. MOMENT AT T.O.W = 0 FT-LB/FT 9. FROST DEPTH = 3 FEET * 18. SURCHARGE IS NOT ADDED TO THE RESISTING MOMENT * 19. SCOUR DEPTH = 0 FEET PROGRAM DESIGN OUTPUT **(NOTE: DESIGN OUTPUT VALUES ARE GIVEN PER FOOT OF WALL LENGTH.)** TOE PRESS. HEEL PRESS. FACTOR OF RESISTING OVERTURNING (PSF) (PSF) SAFETY-OVERT. MOM. (K-FT) MOM. (K-FT) 1314.59 250.25 2.29 4.32 1.89 NOTE: IF TOE OR HEEL IS NEGATIVE, FOOTING CALCULATIONS ARE INVALID CONSULT SOILS TEXT FOR FOOTINGS ECCENTRICALLY LOADED. THIS PROGRAM WILL NOT HANDLE THIS SPECIAL CASE. HAND CALCS REQfD. DISTANCE FROM WALL MOMENT (ULTIMATE) AREA OF STEEL TOP OF WALL (FT) (K-FT) (SQ. IN) 0.45 * 0.04 0.14 0.90 * 0.09 0.14 1.35 * 0.17 0.14 1.80 * 0.29 0.14 2.25 * 0.47 0.14 2.70 * 0.71 0.14 3.15 * 1.01 0.14 3.60 * 1.39 0.14 4.05 * 1.85 0.14 4.50 * 2.40 0.14 (NOTE: IF AREA OF STEEL IS 0.00, THEN WALL THICKNESS MUST BE INCREASED! ULTIMATE B.O.W. SHEAR = 1.2 KIPS REQ'D SHEAR REINF. AREA = 0.04 SQ.IN. USING #4 REBAR AT 63 IN. O.C. SATISFIES THIS REQ'MT ***NOTE: BOTH TOE AND HEEL WERE HELD TOE PROJECTION (FT) TOE MOMENT (FT-KIPS) TOE STEEL (SQ. IN) 0.67 0.44 0.22 TOE SHEAR = 0.27 KIPS IS LESS THAN ALLOW. SHEAR =7.26 KIPS - FTG. DEPTH OK! HEEL PROJECTION (FT) HEEL MOMENT (FT-KIPS) HEEL STEEL (SQ. IN) 1.50 0.80 0.22 HEEL SHEAR = 0.31 KIPS IS LESS THAN ALLOW. SHEAR = 8.38 KIPS - FTG. DEPTH OK! 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M `C (n y"! tL rt rh O'd Oz rn 7' W.o _ 9~ m y - ' samb~C rt'~-n`r,om`ama.~n ~y~ n' v ~G y M O fD N O C (D A~ (G y N, W G H~ fT V~ O fD i-h 0 rt H 7 N H m~. O ro 7 m ee~ cr IAA~ 8- I-h H rt rt O N P1 O ix] V ~ y^~ v. r~0 (~D 9cWn~rt i0-n ~'r° ~ m m C ~ ~ rn m e i ^ iI m r° o w O ov C rt w'~' w~C o~•.. o c,y •r ~ _ C r~ m.w w m a' wm m ~D ~ a'g H9 m n cD m p, A n' ~ c ~ m m n cr < co : -n ~mo ~rtrt ~`°~5~~~4 " o~~`~ to ~ ; -~s c~ . ~ b ° ~ ~ ~ K rn 0 ar ~ g y a DEPARTiMENT DF PLANNING AND DEVELOPMENT BUILaIf4G INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address : 12200 38TH AV Contractor License No. : 17935 Company : Action Air, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that :h= semack distances proposed by this permit application are accurate, and do not violate applizable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements o: restrictions of record; that all measurements shown, and allegations made are acwrate, tha, nave read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and ali o;rar applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGN Description : KITCHEN HOOD EXHAUST AND SUPPLY FANS BUILDING DEPARTMENT USE ONLY 'Comments: APprova Zoning : IgWg Comments: Approva YVorks Commen, s* Approval Occupancy Walls : Roof : Stories : Residential Units : Building Permit Number : 95-1038 Date :5/19/95 Phone: 421-2721 Phone: 934 2295 Construction Value : $7,000.00 Permit Fee : $90.00 Use Tax : $105.00 Total: $195.00 Electrical License Nn : Plumbing License No : Mechanical License No : Company : Company: Company: Expiration 'Jate : Approval : rs Required: ~ Expiration Date : Approval: Expiration Date : Approval: (1) This permit wzs is~-.ied in accordance with the provisions set forth in yopur application and is subject to the laws of fhe State of Coloretlo and to ihe Zoning Regulations zna e,,:ilaing Code of Wheat Ritlge, Colorado or any other applicable ordinances of the City. (2) This F'rmit shau cxpre it (A) the work authorized is not commenced within sinty (60) days from issue date or (B) the building authorized is suspended or aba..a~neC icr t%e~iod of 120 days- (3) If this oermii expr -s. a new permit may be acquired for a fee of one-half the amount normally requiretl, provided no changes have been orwill be made in the oriyinal plaos and specitications and any suspension or abantlonmenl has not exceeded one (t) yeac If changes are made or if suspension or abandonmen[ exce~ds one year, "rull fees shall be paltl for a new permit. (4) Ne ..~k of a =~aer shall be done that will change the naturel Flow of water causing a dreina9e pmblem. (5) Co...,ctor ii !he euilding Inspector hventy-four (24) hours in atlvance for all inspec[ions and shall receive wriften approval on inspeclion card before pros~edlino ~ n ccessive phases of thejob. (6) The issuan e a' z?er it or the approvai of drawings antl specifications shall not be cons[rued to be a pertnit for, nor an approval of, any violation of the provisions of the buil ir, ;cc^e.or zny Plastics, law, rule or re9ulatioa . Ch;'l uhoing Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ 3 `o ~s o 0 0' A O O - O~ 9 u a y o,o o~ o o a o~ a -.ai m 21 ~a '0 x q', m.~ a n e. w o ~ C O E ol o Q tn a ~ e a m ? o o a _ o n ~ y o ~ N m °o n m o 3~ a w ~ .a Snv o _ D o~ E o o a n o J o ~ C)O C - - 0 x Z;) o cn m tD m DD ~ D m X 3 N vv r- ~ D --j m C pp m X ~ I m m m n ° ~ N ~ ~ 61). > D T = ~ 00 N Z a V y y O1 RIZ a ~om < X D N 0 N T N A D ~ O r ; D ; OD y~ <n f ~I c V m r 2 Z ~ 0 2 > z ~ ~ ~ f n = n F 3 y O ~ 0 p 0 y r n ~I 0 m N < 21 ~ 0 Z ~ tn N m ~ m 2 C) O ~ O z m m < m ~ z m~ 0 , 2 0 Z 2 ~ y ~ m n m ~ -m1 ~ ~ 0 n n ~ ~ i m N r o ~ 0 8 ~ N D D ~ N A m N u~i m ~ m ° ~ F 3 N N m m D ti O N C ~I O D f ~ N N m f f T~ f ~ D A p D ~ 0 D ~ ~ -Ni A ~ m 0 ~ y m m ~ 5 ~ C Z m A = ~l ~ o t/i T = m m ~ z C N N Z m ~ N ~ z 0 ~ w 0 A ~ x 2 O ~ c 8 e m 0 n 1 ~ o ~ < m a n 0 ~ ~ ~ o a ° m ~ O ; n o ~ 0 b D ~ ~ s ~ Z = ~ Gf Z ~ p Z a N Z ~ D p y m ~ m C m C m C ~ 'D m N ; v~ 3 3 ; S. 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(9 qemoTr Trt~ica.~o~- e s~em G~or tJt- ~x1 l~Yt rNITEDpystems 1957 West 14th Avenue Denver, CO 80204 - -79-+000 ~ ~ ~ ~ I ~ l nlN~~~ M1 tl ~ \ ~ V ~ ~ ~ V w ~ ~ 1 ~ ~ V ` V y g,'u'€g3Mr+pparr "Ots anb~,~"t'aw4m' v2:xi~:; n } < il~J~ i..s` ssh'b:,1S~sL,i3~'§~k3i~ tt,`d3r..;~2~:'.. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 7002 5/6/98 Property Owner : Property Address: 12200 W 38th Avenue Contractor License No. : 19966 Company : Recycled Rain Irrigation Phone : Phone: 893-0975 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $1,975.00 Permit Fee : $60.50 Plan Review Fee : $0.00 Use Tax : $29.63 Total: $90.13 Use: Description : Replacing old sprinkler system with new pipe up to backflow Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (7) This pertnitwas issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colo2do antl to the Zonin9 Regulations and Building Code of Wheat Ridge, Colorado or any other applirable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced wilhin sir1y (60) days from issue date or (B) the building authorized is suspendetl or abandonetl for a period of 120 days (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permit (4) Noworkofanymannershalibedoneihatwillchangefhenaturelflowofwatercausin9adrainageproblem. (5) Contractor shall notify the Building Inspec[or Ftienty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of ihejob. (6) The issuance of a permit or ihe approval of drewings and specifcatlons shall not be construetl to be a pertnit for, nor an approval of, any violation of the provisions of the buildin9 codes or any other ortlinance, law, rule or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ~,~.[ORY C)I= C'soD Lc.rn-leeflM C=t-fvEc+f Property Owner : C"'. 3S°'i't !'ieJ`'L2a'~rK!✓" Phone: Property Address : Contractor License No. : I Company : ~~cLiclQ~/ OWNER/CONTRACTOR SIGNATURE OF AND AGREEMENT 1 hereby ceAify that the setback distances proposed by this permit application are accu2te, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenanls, easements or restrictions of record; that all measurements shown, and allegations made are aaurate; that 1 have read and a4ree to abide bY all eonditions printed on this application, and that I assume full responsibil"ty for compiiance wdh the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinance ,for work under this pertmt. (OWNER)(CONTR4CTOR) SIGNEDeL~ DATE Description: %'A.~5-~~ 0 Approval : Zoning : gm~~ Approval : I APProval: Occupancy: Eiectrical License No : Company : Expiration Date : Approval : Phone : S7~'.3-0975- Construction Value : Permit Fee : Use Tax : Total: $0.00. Use: ak~ BUILDING DEPARTMENT USE ONLY Walis : Roof Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (t) This pefm%was lssued In aaordance wRh the provisions sel forth In yopur appliratlon and is sub1'ecl to the laws of Ihe Slate of Cobrado aiW W the Zoniny RegulaUOns and Builtling Code of Wheat RWge, Colo2EO w any other applicable adinances of Ne Ciy. (2) This permil shall expire A(A) the vrork aWwnzed Ls rwl commenced witlun s&ry (60) days from Issua date or (8) tlre builEinp auNOrized is suspenCed u aba~oneE la a period of 720 days. (7) If Nis pemN expires, a new petmrt maY hc atqutred far a tee ot one-haN tne amounl mm+aly required, provided rw changes have baen awill be matle in the ...,,a-i.a.n. n„n .~;firations and am suscension w abanCOnment has not exceedetl we (7) year. If chaiges are made or H suspension ot aDandonmanl . (4) No work of any manner shall ba done that vrill Uiange the natural fiovr o1 waler causing a d2inage problem. (5) Contracta shall rwtiy the Bvilding InspeUor twenrydour (24) hours in advance tor all inspections anC shall receive writlen approral an Inspection pN before proceediing wiN suaessive Ghases of MeIob. (6) The issuance o1 a permit or the approval o(drawings and specifiations shall nol be consWed lo be a pemut fu, nor an approval ol, afry vlolaUon of Ne provlslona . of lhe buildinp codes a any othet MEinance. Ww, nAe or regulafian. . Chief Building Inspector For Mayor SIC : Sq. Ft : Stories : Residential Units : THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~~uF WHE4T,D0 ~c ~ m C~~ORA00 City of Wheat Ridge Commercial Plumbing PERMIT - 080228 PERMIT N0: 080228 ISSUED: 03/13/2008 JOB ADDRESS: 12200 W 38TH AVE EXPIRES: 09/09/2008 DESCRIPTION: bypass U.G. gas leak; lateral serv. req. (elev pres); W.Heat CONTACTS owner 303/421-2721 Glory of God Lutherna Church gc 303/916-3917 Steve McLinden 07-0204 D& D Plumbing & Heating PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 3,800.00 FEES Permit Fee 126.50 Total Valuation .00 Use Tax . 68.40 TOTAL** 194.90 Comments: . Subject to field inspection. i hereby certify that the setback distances proposed by this pesmit 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 the Wheat Ridge Building Code (I.H.C) and all other appl le wheat Ridge Ordinances, for woek under this permit. Plans subject to field inspection. ica ,'0' 0-31/3/Q 2 Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set £orth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If triis permit expires, a new permit may be acquired for a Eee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. n. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Huilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card be£ore proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any i lation of the provisions of the building codes or any other ordinance, 1aw, rule or regulation. Al1 plan ?ree s je ct to field inspections. Signature of ildin9 Official date ' INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PMANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oe'""E?r~ City of Wheat Ridge Building Division Date: 7500 W. 29'h Ave., Wheat Ridge, CO 80033 OffiCe: 303-235-2855 * Fax: 303-235-2857 Plan oRPO~ Inspection Line: 303-234-5933 permit#: Building Permit Application Property Address: Oc) t,~ 3 AT--~/~~y L/ Property Owner (please print): 6i,~ p'F CT°j L v'~A2~ri1 Phone: ~SU3 ) t4 --27a1 MailingAddress:(ifdifferentfhanpropertyaddress) ~hV✓z-~"1 Address: t oo City State Zip tt/&Cq(/- Contractor: ~ ¢ Contractor License Sub Contractors: Electrical City License Company: Exp. Date: 6)4 J Phone: (3J ~ Plumbing City License Company Exp. Date: Mechanical City License Company: Exp. Date: Use of space (description): Construction Value: $ ' J; g (as calculated per the Building Valuation Data sheet) DeSCription of woFk: GYPaJJ vn~reijl~,~rn' ~JaJ I4+K 5a5 (~`vr,G~ G1- ~F r 1 L Plan Review (due at time ofsubmittal): $ ~J I 7~ I e~ ~c,J7 vr' Arg~svr~ Re,n/4« 5<,S ~'r~ ~-u~{c~'- Sq. Ft./L.Ft added: Squares 8TU's Gallons Amps 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 covenanls, easements or restridions of record; that all measuremenis shown, and allegations made are acarate; that I have read and agree to abide by all conditions printed on this application and that I assume fuli responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Pians subject t ' pection. CIRLCEONE:: (O~W1NER) CONTRACTOR or PERSONALREPRESENTATIVEof(OWNER) (CON RATOR) PRINTNAME: ST~~L/2 L,n [SiONATURE: " Date: ,9 / V DEPARTMENT USE ONLY ZONING COMMEMS: Zoning: Reviewec PUBLIC WORKS COMMENTS: . Reviewer: BUILDING DEPARTMENT COMMENTS: OCCUPANCY: _ Reviewec - FlRE DePnRiMENT:: 0 appmved w/ comments ❑ disapproved 0 no review required Bldg ValUation: $ Xce/ EnergysM METERING PRESSURE RELEASE FORM ~ ~ ~ Date ^Od All gas service lateral requests for elevated pressure will require that this form is signed with an authorized signature as acknowledgement of understanding all Federal and Local Municipality codes as well Xcel Energy's codes and standards and our requirements for adequate control devices. Service Addi Customer 303-9/6 -3q1 ~vf~ercr~ Ghv ~'G ~ MEfER SIZE MAKE COMPANY NUMBER INDEX MTR PRESSURE z O ~ OLD NEW O a } tl N F / h W J C ~ 0 J J MI ~ ~ ~ ~ . W W J W U X MULTIPLIER FUEL LINE PRE55. EFFECTIVE IXECUTED BY DATE INDICATE WORK PERFORMED ~ ~ ~ ~ f' V -,IVOTIGE: By authorizing the above specified gas meter or fuel line pressures, I understand that it is AGREED TO•AND AUTHORIZED-BY DATE / - - - ~ fJ3l~v7 Q S PRINT STGNA7URE and TITLE'PleaSe