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4655 Harlan Street
i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t Job Address: Permit Number: - 00 A.r _ _ r f,_ sem• i P k ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: 4-'5' 2`9 � � ' Inspector: <% DO NOT REMOVE THIS NOTICE T U ° r City of Wheat Ridge Commercial Exterior Remodel PERMIT - 202000748 PERMIT NO: 202000748 ISSUED: 05/22/2020 JOB ADDRESS: 4655 Harlan St EXPIRES: 05/22/2021 JOB DESCRIPTION: New sculpture garden, with sidewalk, pedestal. platform for sculpture, low retaining wall, rock mulch, and plant materials *** CONTACTS *** OWNER (303)341-0382 QUEEN OF VIETNAMESE MARTYRS CA SUB (303)343-4100 MIKE LEMAN 202093 SINGING HILLS LANDSCAPE *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 501 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 526.53 Use Tax 1,260.00 Permit Fee 810.05 ** TOTAL ** 2,596.58 *** COMMENTS *** USE: UA / Unassigned BLOCK/LOT#: 0 / PROJECT VALUATION: 60,000.00 *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to final inspection. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. a City of Wheat Ridge a Commercial Exterior Remodel PERMIT - 202000748 PERMIT NO: 202000748 ISSUED: 05/22/2020 JOB ADDRESS: 4655 Harlan St EXPIRES: 05/22/2021 JOB DESCRIPTION: New sculpture garden, with sidewalk, pedestal platform for sculpture, low retaining wall, rock mulch, and plant materials 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 legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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, anviolation of any provision of any applicable code or anyy4inance or reg4lation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Permit Application (For permits which do not have a form already) Date: Thursday, April 23, 2020 1:51:18 PM Permit Application (For permits which do not have a form already) This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 4655 Harlan St Property Owner Name Queen of Vietnamese Martyrs Catholic Parish Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number (enter WITH dashes, eg 303-123- 4567) 303-431-0382 Field not completed. Singing Hills Landscape 202093 303-343-4100 Contact Email Address aaron.fehr@singinghillsinc.com Retype Contact Email aaron.fehr@singinghillsinc.com Address 01:K161CiI91 ffl0N]ayOLib]S:/ Detailed Scope of New sculpture garden, with sidewalk, pedastal platform for Work - Provide a sculpture, low retaining wall, rock mulch, and plant materials detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Location of work yard near parking lot (backyard, on roof, etc) Project Value (contract 60000 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x QVMC- PLANS 022820.Ddf 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. Yes I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Aaron Fehr Permit Email not displaying correctly? View it in your browser. ARCHDIOCESE OF DENVER E DENVER, COLORADO QUEEN OF VIETNAMESE MARTYRS- SCULPTURE GARDEN 4660 INGALLS STREET WHEAT RIDGE, COLORADO 80033 JEFFERSON COUNTY DATE; May 15, 2020 00MMENh Md Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to final inspection. sustainable architecture ISSUE DATE: 02.28.2020 REVISED: 05.06.2020 CITY COMMENTS ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections ♦tri Clty Of heat Ridge COMMVNI�nt IY DEVELOPMENT APPROVED Reviewed fq Qode Compliance Randy Slusser 5/15/2020 Plans Examiner Date YMKI of oermN: rhr issuanu of o pxmr Of WPMN r of prim specgicaf ft and compurotions shop not De o pdrrat for, or m opprwor of, any wofobon ro any of me pro✓7saar 4 Me bnkpeg rade or of aw pry ordas y. permits psrsuming to gree outrfonry to Warr Of mncrl rhr prwtsrags of rhr su tlnp roller a oMrr ardUeuea of the UW ow rot be wrhd cn=Jack R Brinkley 2020, o=the abo group, ou, email=jbrinkley@the abogroup.com, c=US 09:03:12 2020.05.08 '00'06- LOCATION $ x J G15 • 1p -W Uth Ave a � -n,aNnfr ,E s. -n £ 9 - Y $ .S M W4uh Are PROJECT INFORMATION: OWNER: QUEEN OF VIETNAMESE MARTYRS 4655 HARLAN STREET WHEAT RIDGE, CO. 80033 303.431.0382 VI PHAM vivi207@gmaii.com CIVIL: CORE CONSULTANTS 1950 WEST LITTLETON BLVD. SUITE 109 LITTLETON, CO. 80120 303.730.5990 ANDREW KIDDER, PE kidder@corecivilom ARCHITECT: THE ABO GROUP, INC. 12600 WEST COLFAX AVENUE SUITE C-201 LAKEWOOD, CO. 80215 DIRECT 720.214.7806 MAIN 303.531.4990 JACK BRINKLEY, NCARB jbrinkley@theabogroup.com LANDSCAPE ARCHITECT: IVY STREET DESIGN 1529 NORTH YORK STREET SUITE -300 DENVER, CO. 80206 303.320.0362 WENDY BOOTH wnb@ivystreetdesign.com STRUCTURAL ENGINEER: MARTIN/MARTIN 12499 W COLFAX AVE LAKEWOOD, CO. 80215 303.431.6100 EXT.460 ELIZABETH A. JONES PE, SE EJONES@MA RTI NMARTIN.COM GEOTECHNICAL ENGINEER: KUMARBASSOCIATES, INC 2390 SOUTH LIPAN STREET DENVER, CO. 80223 303.742.9700 WADE GILBERT, PE KADENVER@KUMARUSA.COM DRAWING GENERAL G 000 COVER SHEET G 001 PROJECT INFORMATION / SHEET INDEX GEOTECHNICAL B 100 GEOTECHNICAL REPORT CIVIL C 100 CIVIL DEMOLITION PLAN C 101 HORIZONTAL CONTROL PLAN C 102 GRADING PLAN STRUCTU RA L S 100 NOTES, ELEVATION, PLAN LANDSCAPE ARCHITECTURE L 100 LANDSCAPE PLAN ARCHITECTURE DEMO AD 100 DEMOLITION - SITE PLAN ARCHITECTURE A0.0 SITE PLAN A 0.1 PARTIAL SITE PLAN A 200 WALL SECTION & ELEVATION A 501 SCULPTURE DETAIL SCOPE OF WORK: • REFURNISHMENT OF GARDEN AREA • RAISING SITE GRADES • INSTALLATION OF 8'-2" HIGH SCULPTURE • NEW VEGETATION c�Nm0 CNN0O, mUm�P W mW OM0 u W 000 U m m C 3 ofa o Mov suamai bie achitactu N Q Wry 1.t !bogroup.com �pG'Cot .. amit a *air mo,lo� .: � b f -Nre w -DDD IwyDc .; ®.. Y i `Q W i -fT+nedetFS,AnI ;wMuy„�. Lu Z W Q M M 4 W eelh Ave ®, W Oft Aw WQ 00 o �.! Lu 0 C O GNU Z ~Nw J 11F -' MOUNTAIN VIEW-'. Waj� ::D-7 1- U Lu ,0 p+fr cn�Or3 r a •F�Up ar,. x -W Uth Ave a � -n,aNnfr ,E s. -n £ 9 - Y $ .S M W4uh Are PROJECT INFORMATION: OWNER: QUEEN OF VIETNAMESE MARTYRS 4655 HARLAN STREET WHEAT RIDGE, CO. 80033 303.431.0382 VI PHAM vivi207@gmaii.com CIVIL: CORE CONSULTANTS 1950 WEST LITTLETON BLVD. SUITE 109 LITTLETON, CO. 80120 303.730.5990 ANDREW KIDDER, PE kidder@corecivilom ARCHITECT: THE ABO GROUP, INC. 12600 WEST COLFAX AVENUE SUITE C-201 LAKEWOOD, CO. 80215 DIRECT 720.214.7806 MAIN 303.531.4990 JACK BRINKLEY, NCARB jbrinkley@theabogroup.com LANDSCAPE ARCHITECT: IVY STREET DESIGN 1529 NORTH YORK STREET SUITE -300 DENVER, CO. 80206 303.320.0362 WENDY BOOTH wnb@ivystreetdesign.com STRUCTURAL ENGINEER: MARTIN/MARTIN 12499 W COLFAX AVE LAKEWOOD, CO. 80215 303.431.6100 EXT.460 ELIZABETH A. JONES PE, SE EJONES@MA RTI NMARTIN.COM GEOTECHNICAL ENGINEER: KUMARBASSOCIATES, INC 2390 SOUTH LIPAN STREET DENVER, CO. 80223 303.742.9700 WADE GILBERT, PE KADENVER@KUMARUSA.COM DRAWING GENERAL G 000 COVER SHEET G 001 PROJECT INFORMATION / SHEET INDEX GEOTECHNICAL B 100 GEOTECHNICAL REPORT CIVIL C 100 CIVIL DEMOLITION PLAN C 101 HORIZONTAL CONTROL PLAN C 102 GRADING PLAN STRUCTU RA L S 100 NOTES, ELEVATION, PLAN LANDSCAPE ARCHITECTURE L 100 LANDSCAPE PLAN ARCHITECTURE DEMO AD 100 DEMOLITION - SITE PLAN ARCHITECTURE A0.0 SITE PLAN A 0.1 PARTIAL SITE PLAN A 200 WALL SECTION & ELEVATION A 501 SCULPTURE DETAIL SCOPE OF WORK: • REFURNISHMENT OF GARDEN AREA • RAISING SITE GRADES • INSTALLATION OF 8'-2" HIGH SCULPTURE • NEW VEGETATION c�Nm0 CNN0O, mUm�P W mW OM0 u W 000 U m m C 3 ofa o Mov suamai bie achitactu N Q Wry 1.t !bogroup.com �pG'Cot .. amit a *air mo,lo� .: 01.15.= 15 -n FOR REVIEW 02%x= 1=ED FOR CONSTRUCTION DRAWN TAO CHECKEDJRB DATE 0228.10211 PROJECT 181&0 PROJECT INFORMATION /SHEET INDEX C" a Wheat Ridge BRlldi,g Dlvbb�.>�n / _ 001 O1 I— `Q W V) Lu Z W Q M M Z tY o WQ 00 o �.! Lu 0 OLuu O GNU Z ~Nw J 11F W,<0 Waj� ::D-7 1- U Lu ,0 cn�Or3 01.15.= 15 -n FOR REVIEW 02%x= 1=ED FOR CONSTRUCTION DRAWN TAO CHECKEDJRB DATE 0228.10211 PROJECT 181&0 PROJECT INFORMATION /SHEET INDEX C" a Wheat Ridge BRlldi,g Dlvbb�.>�n / _ 001 O1 Nu &hmoid ,lso.e K aw.*".nd Wadi n F IP 2390 South Lean Street srdEsrrmlarWsoaert: Danes, Co 80223 phone: (303) 742-9700 _1 t— (303) 742 -MM emaa: leader—okhmawe.cam An dnpbyee Owned Canporry 12mksemaa.c9m oamr.ac". 0a1x004Cq. 1`01.10**. o ard+pc Fa tCAn Olay—ad sprkpr, and summa cau, Co-* V) September 3, 2019 Mr. Jack Brinkley _ O The Abo Group Z 12800 West Colfax Avenue, 6210 w Lakewood, CO 80215 M Subject Geoliedrnical Engineering Services, Queen of Vietnamese Martyrs Sculpture Garden, 4650 Ingalls Street, Wheat Ridge, Colorado Project No: 19-1-578 Dear Mr. Brinkley: This letter provides geotechnical engineering recommendations for foundation support and earthwodk for the proposed Queen of Vietnamese Martyrs Sculpture Garden to be constructed at 4660 Ingalls Street in Wheat Ridge, Colorado. The recommendations provided herein are based on our experience with subsurface conditions in the immediate site vicinity. We understand the project consists tithe installation of an approximately 8.5 -foot -high sculpture in a sculpture garden constructed just south of the rid Rectory House. Construction will include raising site grades slightly at the sculpture location, With the adjacent area grading gradually down to existing grades along the rrmrgms of the sculpture garden. The weight of the sculphae is approximately 1 ton. Based on our experience in the site vicinity, we anticipate the site to be underlain by some fill overlying medium dense, gravely clayey sand soils overlying in tum clayey sandstone bedrock or daystone bedrock The natural soils and bedrock are anticipated to possess a relatively low swell potential. Based on the weight of the sculpture, we believe a shallow spread footing foundation should be feasible with appropriate subgrade preparation. The presence of zones of poor fill and/or loose or soft natural sats may be present and should be expected. Since those conditions will only be exposed at the time of excavation, measures to improve subgrade conditions may be required, inducting over -excavation and replacement of unsuitable subgrade materials with structural 511. Spread Footino Foundation: We have developed the following recommendations for a shallow spread footing foundation. The design and construction criteria presented below should be observed for a spread footing foundation. The construction details should be considered when preparing project documents. 1. The spread footing should be placed on undisturbed natural sons or strucluraltgl extending to firm undisturbed natural soils, which would require removal and replacement of existing fill, 'd encourdered. In addition, loose or soft natural soils and organic or other deleterious material encountered within the foundation excavation should be removed and replaced with structural fill. The Abo Group September 3, 2019 Page 3 Ideally, existing fig materials should be completely removed and replaced with structural fill. Where complete removal of existing fig materials Is not considered feasible or Is Impractical due to the thickness of tho fill, partial removal and replacement of the 61 may be considered, provided the owner accepts the risk of poterhgaly excessive movement due to post -construction waiting of the remaining fill. If partial removal and replacement Is considered, we recommend removing existing fills to a minimum depth of 2 feet below slab subgrade, studying, moisture conditioning, and compacting the exposed subgrade soils to a depth of 12 Inches, and backfilling to planned subgrade with structural fill. Where fialwork is underlain immediately by natural soils or bedrock, we recommend removing the top 12 inches of the subgrade materials and seafiying, moisture conditioning, and compacting the next 12 Indies before baeldggng to planned subgrade with structural 110. Structural fig materials beneath the flatwork should meetthe material requirements and placement and compaction criteria presented above in the 'Spread Footing Fourdatiore section of this War. Moisture conditioning and compaction of scarirred materials should most the criteria for structural NI. Surface Dratnaae: Proper surface drainage Is very Important for acceptable performance of the foundation and surrounding flatwork during construction and offer the construction has been completed. Drainage recommendations provided by local, state and national entities should be followed based on the intended use of the structure. The following recommendations should be used as guidelines and changes should be made only after consultation with the geotechnical engineer. 1. Excessive wetting or drying of fine foundation excavation and flatwork subgrade areas should be avoided during construction. 2. The ground surface adjacent to the foundation and exterior Network should be sloped to drain away in all directions. We recommend a minimum slope of 12 Inches in the first 10 feet In pervious areas and a minimum slope of 3 inches in the first 10 feet in impervious flatwork areas. Site drainage beyond the 10 -foot zone should be designed to promote runoff and reduce infiltration. These slopes may be changed as required to satisfy buiding code and ADA requirements. 3. To promote runoff in pervious areas, the upper 1 to 2 feet of the backfill adjacent to the foundation and flatwork should be a role" impervious granular material with more than 30% passing the No. 200 sieve and compacted as recommended inthe'Exterior Flatwork' section of this report 4. Ponding of water should not be allowed within 10 feet of the stature and associated flatwork. 5. Concentrated drainage should be rotted away from the statue and associated fialwork The Abo Group September 3, 2019 Page 2 2. Structural fill placed beneaththefooting andagainstthe sides ofthe footing to resist lateral bads should consist of moisture -conditioned on-site predominantly granular segs or a predominantly granular lmportad material with a maximum particle size of 3 inches, a maximum liquid fsntl of 30, and maximum plasticity Index of 10. On-site or imported structural fill materials should be free of elaystone, organic material, trash, debris, or other deleterious materials. 3. Stnxdural fill should be compacted to at least 95% of the standard Proctor (ASTM D698) maximum dry density at moisture contents within 2 percentage points of the optimum moisture content Strrrcbaal 811 should extend down from the edges of the footings at a 1 horizontal to 1 vertical projection. 4. The spread footing should have a minimum footing width of 24 Inches and a minimum bearing of 36 inches below lowest adjacent grade for frost protection. 5. The spread footing should be designed for a maximum allowable bearing pressure of 2,500 psf. The allowable soil bearing pressure may be iioreased by one-third for transient loads. Since the natural soils and bedrock are anticipated to be expansive, we recommend the spread footing be designed for a minimum bearing pressure of 600 oaf, H feasible, or for the highest practical dead bad pressure. 6. Based on experience and empirical correlations between soil relative density, compressibigy and settlement potential, we estimate total settlement for a spored footing designed and constructed as discussed in this section will be Was than 1 inch. Due to iho predominantly granular naboe of the subsoils, most of the settlement will tend to occur during initial loading of the foundation. 7. The lateral resistance of the spread footing will be a combination of the slidng naslsfance of the footing on the foundation materials and passive earth pressure against the side of the looting. Resistance to siding at the bottom of the footing can be calculated based on a coelfident of friction of 0.35. Passive pressure against the shies of the footing can be calculated using an equivalom fiuld un@welght of 225 pd. These lateral resistance values are working values. 8. Granular foundation soils should be densnied with a smooth vibratory compactor prior to placementof concrete. 9. A representative of the geolachnical engineer should observe the footing excavation prior to placement of structural iI and concrete to confirm subgrade support conditions are consistent with the assumptions described herein. Based on those observations, over - excavation and backf l ig with structural fig may be recommended. Exterior Fletwork Structaal fill extending to undisturbed natural soils or to minimum depth of 3 feet where underlain by existing fill should provide suitable support for stab -on -grade exterior flatwork. Slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing is dependent on slab thickness, concrete aggregate size, and slump, and should be consistent with recognized guldefines such as those of the Portland Cement Association (PCA) and American Concrete Institute (ACI). The joint spacing and slab reinforcement should be established by the designer based on experience and the Intended slab use. K—ALAomhW, Iss.e The Abo Group September 3, 2019 Page 4 Water -Soluble Suffates: Based on Information Nan nearby projects, sons in the immediate site vicinity generally exhibit concentrations of water-soiuble sulfates representing a Cities SO seventy of exposcae to sulfate attack on concrete. The degree of attack is based on a range of Claes SO (not applicable), Class S1 (moderate). Class S2 (severe), and Class S3 (cosy severe) severity of exposure as presented in ACI 201.2R-18. This would indicate special sulfate resistant cement should not be required for concrete exposed to the on-sHe edits. If you have any questions with rasped to our assumptions and recommendations, pkeass call. Sincerely, KUMAR & ASSOCIATES, INC. Wade Gilbert P.E. !OIYAII:� JWG/JS cc: book, file KpNaralssodatss,lsa.s Kum SAtaaatsm,h .- ,I�!Vmrn the CNNAOT >Um�� 10 m X'=av�vT bo or`000 U plhM group U m9 C w 3 00 0 0 3 0 sustainable architecture a www.lheabogroup.com © 2014 The Abo Group, Inc. 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CML 1Al01NEERING brAnd"OR COIMYL11NO BIAtUR& OIOURCff lusow.LldW sw b 109 uew.%QQ sono o�p00 REG/s��, �,r WH.K '•.9 96465 } �ssIGNALE�G� vgnto:6 I.IS.ZO �O I DRAWN BY: 1BB CHECKED BY: AHK DATE: OI.I S.aIA PROJECT ND: 2-0I1 cRt vl CIVIL DEMOLITION PLAN Wheat Ridge Building OW14- C 1 o O I DUSTING bIDEW TQ 1 1 EL REMNN 4 I REMOVE FXISTPoG WAU( _00— woos., the yCyN{{N001 >VO�O VR W m O t7 dl NMI b X000 l3 H $ smSi 0 3n sustaiiable architecture N x m www.theabogroup.com ® 2014 The Abo Group, Inc. CML 1Al01NEERING brAnd"OR COIMYL11NO BIAtUR& OIOURCff lusow.LldW sw b 109 uew.%QQ sono o�p00 REG/s��, �,r WH.K '•.9 96465 } �ssIGNALE�G� vgnto:6 I.IS.ZO �O I DRAWN BY: 1BB CHECKED BY: AHK DATE: OI.I S.aIA PROJECT ND: 2-0I1 cRt vl CIVIL DEMOLITION PLAN Wheat Ridge Building OW14- C 1 o O I � � I I _00— woos., the yCyN{{N001 >VO�O VR W m O t7 dl NMI b X000 l3 H $ smSi 0 3n sustaiiable architecture N x m www.theabogroup.com ® 2014 The Abo Group, Inc. CML 1Al01NEERING brAnd"OR COIMYL11NO BIAtUR& OIOURCff lusow.LldW sw b 109 uew.%QQ sono o�p00 REG/s��, �,r WH.K '•.9 96465 } �ssIGNALE�G� vgnto:6 I.IS.ZO �O I DRAWN BY: 1BB CHECKED BY: AHK DATE: OI.I S.aIA PROJECT ND: 2-0I1 cRt vl CIVIL DEMOLITION PLAN Wheat Ridge Building OW14- C 1 o O C y I Curve Table Line # Curve# Length RatliuB De9a C1 4.448 2.991 085.1741 C2 4.113 80.497 0029278 C3 10.518 63.814 009.7129 C4 11.692 35.435 018.9053 C5 7.137 17.887 023.1189 C6 5.955 11.756 029.0254 C7 6.015 11.599 029.71 D7 C8 7.084 17.882 022.6985 Co 11.741 34.214 019.6614 CIO 10.804 63.248 OD9.7872 C11 10.660 79.615 007.6714 C12 10.657 80.071 007.6326 C13 10.814 65.OD2 OD9.5319 C14 11.649 35.680 018.7068 C15 7.216 16.657 024.8219 C16 5.963 11.583 029.4963 C17 5.929 11.756 028.8943 C18 7.196 17.025 0242168 CIO 11.663 35.678 018.7296 C20 10.817 64.00D 009.8835 C21 3.706 75.445 002.8142 C y I L15 OItEENOF VIETN SENA Wn WAL"K ff MEEOUTFF 5919.35 L14 L13 L12 L _ 1-11 r T` w:nm 4- �i z�w - E:31Z 1 I L4 L3 � f Y L5 �-L49.� L8 / 310 R+60.000 s. 1 � 585' 23' 4B•E 22aC -, ":170! / 132Y.eea3-> E:312 14 - PROPMML 11 o-1• 00 1 2.aBB7Cii C12 11 14i I c+D c � I ssw i \ rC14 10.00 / I 1 O� I E:3122824.8486 ,1 1 l 1 C3z L C34 1 I; PAT t.42' _ _ _ 24N \ 0 I: a I 10.Ds O' I � I I � I C21 C, 1 1 C.- Table Line # Curve# Length R. Delfa C22 4.474 3.000 085.4560 C23 2136 18.971 006.4517 C24 2279 16.172 008-0762 C25 2.597 10.362 014.3613 C26 1.700 4.944 019.6969 C27 1.452 2.233 037.2479 C28 1.246 1.959 036.4452 C29 1 1.671 3.977 024.0768 C30 1 2.722 1 9.321 016.7303 C31 2382 15.643 008.7251 C32 2366 18.822 007.2009 C33 2137 18.924 006.4686 C34 2276 16.193 008.0520 C35 2590 10.391 014.2807 C36 1.717 4.943 019.8987 C37 1A45 2223 037.2435 C38 1234 1.950 036.2758 C39 1.696 3.982 024.4008 040 2705 9.346 01&5808 C41 2.385 15.638 008.7397 C42 2368 1&783 OD72181 L15 OItEENOF VIETN SENA Wn WAL"K ff MEEOUTFF 5919.35 L14 L13 L12 L _ 1-11 r T` w:nm 4- �i z�w - E:31Z 1 I L4 L3 � f Y L5 �-L49.� L8 / 310 R+60.000 s. 1 � 585' 23' 4B•E 22aC -, ":170! / 132Y.eea3-> E:312 14 - PROPMML 11 o-1• 00 1 2.aBB7Cii C12 11 14i I c+D c � I ssw i \ rC14 10.00 / I 1 O� I E:3122824.8486 ,1 1 l 1 C3z L C34 1 I; PAT t.42' _ _ _ 24N \ 0 I: a I 10.Ds O' I � I I � I C21 C, 1 1 I Lvh-5R Line Table Line # Length Direcfi' L1 4.307 NOV 19'57.81"W L2 4.302 S01" 19' 23.99'E L3 6.368 S84°39'22.1 ME L4 19.263 N89` OT 00.79"E L5 1.000 600` DO' DOAM L6 29.655 $89. 34'36.21"W L7 2.594 500° 25'23.79"E Le 8.469 S89° 33' 06.31"W L9 9.518 S01° 25' 04.92"E L10 3.262 N74" 18' 54.49"E 1.11 22.416 N89. OT 02.17'E L12 2600 NOW 34' 35-21'E L13 28.030 NOW 34' 36.21"E L14 2.600 NOW 34' 36.21"E LIS 5.001 NOW 34' 36,21"E I Lvh-5R oQp,00 REGIA j 98465 j o�`csflONAI 212712020 1.15.2020 I / DRAWN BY: JBB CHECKED BY: AHK DATE 01.15.20'.'0 PROJWTNO: 1"16 cht of HORIZONTAL CONTROL PLAN Wheat Ridge Building Dlvbbn C101 CN-``NOI i O> V ro V 0 bo �fe `000 a Irroll oahM g8 3 00 o t O D 3 C wstainable architecture 0 x m www.theabogmup.com 0 2014 The Abo Group, Inc. CF.. vlapmrxa DIVmI1,1YRcDN6VLTme MOULA FAMMaces 1a30 W. Ll6labn Bhd. Sta 10➢ LltrJamn m ea1g0 I..L I..L 5� ,W v I W Z L W Eh CO Z w 0 ui d /LL 1- 0 -LU 0 -,u Z Kn La h EL� LU Z vC)10w 10 oQp,00 REGIA j 98465 j o�`csflONAI 212712020 1.15.2020 I / DRAWN BY: JBB CHECKED BY: AHK DATE 01.15.20'.'0 PROJWTNO: 1"16 cht of HORIZONTAL CONTROL PLAN Wheat Ridge Building Dlvbbn C101 EX LAWN OR LANDSCAPING d � i . MATERIAL. ioT "'I TI 4 ty III'=III III LIMIT OF EXCAVATION _� i, w OUEENOFVIETKASE6EMARTYRS III III II EX. LANDSCAPING REMOVED AS REQUIRED. MEETM HAIL NEW 3" COMPACTED CLASS 6 BASE WALKOUTFF.5313.% LAWN REPLACEDVNTN SEED OR SODAS '-INDICATED ON THE DRAWINGS ON LOOSELY NEW CONCRETE SIDEWALK COMPACTED TOPSOIL LANDSCAPE MATERIAL SUBGRADE COMPACTED TO MINIMUM DENSITY PER OR CONCRETE SID RAMP REPLACED ON COMPACTED FILL. SOIL CLASSIFICATION, COOT SECTION 203.07 STABILIZATION MATERIAL 1 - AS SPECIFIED IN SECTION 304 OF THE SPECIA! PROVISIONS- FGrros:9u.9B � ✓ I FGIB0.9: 5.114.87 FGR06: 53/818 ME:5347.68 .- PGT03: 5815.51 FG4805: 5311.16 � ME: 594152 FGIBOS: 531558 FGR05: 5347.75,, Me 5918.m , MEIaDW:944.59-..-FTilR38: 534518 + FGIBOW: 681855 FCJBG5:534715� - a FGR05:534T14 -FGnT5: 534411 FG0305:5346.74 ME: 531875 - PROP HANDRAIL �W /C w X ' x:591&28 '! FG: 5348.18 ME:534T.31 _ I FG830W:53N.25 -� MEROW: 5358.09 FGBOW: 94759 8 9 QQ R G:O- 'm ' .11 $ //-NE: 5311,13 1 hKA-SR -''aa% FGIBOW: §945.45 py% ME:534T.N G'A30N! 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FF = FINISHED FLOOR o I I� LP = LOW POINT 0�.mm MO. sustainable architecture w n www.theabogroup.com 02014 The Abo Group, Inc. 451r1� or1KKEouaa oarauo44m4y 4wlnuLn6o NATURAL F MOU NATURAL R60UpCFf looW.0 d 1950W La6N5n Blvd•Sla V. u11l.mn. cro eouo ' I v / 5Q W W C Z W QM Z Q� Do o `W / 1\ o / V I W �0 0�O ,-U I- h ui W �Qo W � vow 10 ��3 ' FG, 5317.32 I I FG: 5%752 GM 534752 o I �/ I I �o�p,00REG/sr,T� I1' FG:591].BT i98465 i I I FG: 5847 FG: 534730 $- s��f'•.....••NGp I _ S/ONAIE L27I2020 I `o FG: 694113 7M � r 1� I 1.15.2D20 D I W � yIIX 5317 Im - \ 1 'IE FG:534B9 ` F45746A1 ; / j B•G r __ . - _ ME: 5318.55 � ME: 94a49 -O- 1 ME: 5348.55 ME: 534].48 - ME:5368.72 1 DRAWN BY: JBB Cay of CHECKED BY: AHK / Wheat Ridge DATE 01.15.2020 / PROJECT NO: 19-016 BMIItlInS d9kbn / I- PAN 1- - - -1 , ! �'��-j I_ -I GRADING PLAN B19N 0102 V -PAN SECTION Z O ZN 6 H h M NW LL oz c S26a it uS yMja m U W LL 4'ZKC: F2 8 6 DESIGN CRITERIA CONCRETE NOTES 11 CODES AND STAN DARDS: 71 GENERAL: " GENERAL DESIGN IA)ALL WORK SHALL CONFORM WITH AC1301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. w0I UN 14 1i D 00 - International Building Code 2018 o M 2 U x 1B)DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, PROJECT SPECIFICATIONS, AND ACI PUBLICATION SP -66 (2004):'ACI DETAILING _ 1B) LOADS MANUAL' sustainaNe ardTitecture - ASCE/SEI 7-10'MINIMUM DESIGN LOAD FOR BUILDINGS AND OTHER STRUCTURES" WHERE INDICATED ON DRAWINGS INDIVIDUAL www.theabogroup.com UNFACTORED LOAD COMPONENTS ARE AS DEFINED AND DETERMINED BY THE BUILDING CODES AND STANDARDS INDICATED. LOAD 2) REINFORCING MATERIALS: COMPONENTS SHALL BE COMBINED USING THE LOAD COMBINATIONS OF THE BUILDING CODE FOR SPECIALTY DESIGN BY OTHERS. - TYPICAL REINFORCING: ASTM A615, Fy=60 ksi, Fu = 90 kai 21 SEISMIC LOADS 31—FEINFORCINO FABRICATION_ - SEISMIC DESIGN CATEGORY =B 3A)SPLICES: - RISK CATEGORY = II NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. - EARTHQUAKE IMPORTANCE FACTOR, Is=1.00 - MAPPED SPECTRAL RESPONSE ACCELERATION, Ss=18,7 %g 41 STRUCTURAL CONCRi MIX REQUIREMENTS: STATUE BY OTHERS �- - MAPPED SPECTRAL RESPONSE ACCELERATION, St =5.9 %g 4A) MIX DESIGN - DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs=0.199 -28-DAY STRENGTH, Pc: 3000 PSI - DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.095 - CONCRETE WEIGHT: NORMAL WEIGHT - SOIL SITE CLASS = D - MAX AGGREGATE SIZE:1 IN (1157 AGGREGATE) 31 WINDLOADS 51 PLACING REINFORCEMENT: - RISK CATEGORY =11 5A) REINFORCEMENT PROTECTION: - BASIC ULTIMATE WIND SPEED, Vult =130 mph - CONCRETE PLACED AGAINST EARTH: 3IN - EXPOSURE CATEGORY = C - CONCRETE PLACED INFORMS, EXPOSEDTO WEATHER OR EARTH: 21N CORE DRILL INTO STATUE - SEE ACI 117-10 FOR REINFORCEMENT PLACING TOLERANCES AND INSERT 2' STD 41 GRAVITY LOADS STAINLESS STEEL PIPE, USE 4A)APPROXIMATE WEIGHT OF STATUE: 5,000 LBS 5B) PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT AT POSITIONS HILTI HIT -RE SOD ADHESIVE SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE TO ADHERE PIN INTO CONCRETE IS POURED. 'STABBING INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. DRILLED HOLE• GENERAL NOTES 61 SLEEVES, OPeNINGS AND EMBEDED PIEFJCONDIIRS: 6A)REINFORCING - DO NOT CUT REINFORCING WHICH MAY CONFLICT 11 GENERAL: 1A) ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO'ENGINEER' MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER •SHRINK GROUT: I1 NON -SWI 3' PVC SLEEVE CART g4 -- ENTITIES ARE SPECIFICALLY NOTED AS'CONTRACTOR'S ENGINEER, 'MECHANICAL ENGINEER', ETC. 71CONFORM TO ASTM C1107 CONCRETE 1B) UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ARCHITECT OF EXISTING UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK. 7B)ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 5 stow 2' DRY PACK 21 COORDINATION: GROUT 2A) STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. STEEL NOTES CONCRETE STEPS !V BY OTHERS 1) MATERIALS: 31 SUBMITTALS AND SUBSTITUTIONS: -304 OR 316 STAINLESS STEEL PIPE CONCRETE BASE EXTENSION W/ 3A)SUBMI TALS: CHAMFERED CORNERS TO --- - - CONCRETE MIX DESIGN MATCH STONE BASE, SEE ARCH, _ - REFINFORCING -E. - MISC. STEEL (4) #4 EACH WAY - SPECIAL INSPECTION NOTES - IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. (8) WI HOOKEDBARS 11 SPECIAL INSPECTION: CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE. AROUND PERIMETER - CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS 1A)SPECIAL INSPECTION SHALL BE PROVIDED PER IBC 2018 SECTION 110 AND CHAPTER 17. THE LIST BELOW IS A SUMMARY OF REQUIRED 3'-Vx3'-Wx2'-V FOOTING 9 - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL TESTS 313) SUBSTITUTIONS: ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 2) CONCRETE: (6)#4 EACH WAY, 2A) STRUCTURAL CONCRETE TOP AND BOTTOM 3C) NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO REINFORCING STEEL PLACEMENT PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL - CAST•IN-PLACE CONCRETE CLEAR COVER, SEE COMPENSATE MARTIIIIMARTIN, INC. FOR DESIGNING THE REPAIR. GENERAL NOTES 3D)ALL SHOP DRAWINGS SHALL BE SUBMITTED IN ELECTRONIC FORMAT ONLY. 41 TEMPORARY CONDITIONS, CONSTRUCTION ENGINEERING. AND OSHA STANDARDS: 4A) THE STRUCTURE IS DESIGNED TO FUNCTION ASA UNIT UPON COMPLETION AND ONLY FOR LOADS ANTICIPATED DURING THE STRUCTURE'S SERVICE LIFE. FOUNDATION INSPCTION REQUIRED PRIOR TO PLACEMENT OF 4B) THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. CONTRACTOR SHALL PROVIDE ALL REQUIRED CONCRETE ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK WHICH MAY INCLUDE, BUT IS NOT LIMITED TO: LAYOUT - DESIGN FOR FORMWORK 1 NO SCALE STATUE ELEVATION DESIGN OF CONCRETE MIXES - ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE STATUE DURING CONSTRUCTION - DESIGN OF TEMPORARY BRACING FOR WIND OR SEISMIC - STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS COVE BEAD OF SILICONE 4C)NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO JOINT SEALANT, USE 2' TYP COMPLY WITH ALL OSHA REQUIREMENTS. PECORA 89OFFS-TXTR OR APPROVED EQUAL FOUNDATION NOTES 172' PREFORMED JOINT FILLER, FULL DEPTH OF 11 DESIGN CRITERIA: SLAB, FILLER SHALL NOT THE GEOTECHNICAL REPORT PREPARED BY Kumar & Associates, NUMBER 19-1-5578, DATED 9/J2019 PROVIDED CRITERIA FOR THE PROTRUDE ABOVE SLAB It FOUNDATION DESIGN FOR THE PROJECT. � •� 2) FOOTINGS: 2A) FOOTING DESIGN CRITERIA: - CENTER SLEEVE IN FOUNDATION - MAXIMUM TOTAL LOAD BEARING PRESSURE =2500 PSF - MINIMUM SPREAD FOOTING WIDTH =2 FT FROST DEPTH TO BOTTOM OF FOUNDATION =36 IN CLEAR COVER SEE 31 COMPACTION: 112" GENERAL NOTES, TYPICAL - FOOTING TO BE PLACED ON UNDISTURBED NATURAL SOILS OR COMPACTED STRUCTURAL FILL EXTENDING TO FIRM UNDISTURBED NATURAL SOILS. FOR ADDITIONAL INFORMATION SEE GEOTECHNICAL REPORT. CNV Of Wheat Ridge eunaraK owhlea REINFORCING NOT SHOWN FOR CLARITY 2 NoscALE FOUNDATION PLAN 3 NOSCALE JOINT DETAIL MARTIN/MARTIN Cval Y�r,aa en , 13999 WE5T COLFAX AVENUE, LAKEWOOD, COLORADO W215 MAIN 303MU.6100MM1nNMNmN.COu S i I Q LU V) LLI wM O Z O LU o 0 LL LLJ w O N J LL z F— LU 0-C LLJ U1w 2 0 �" DRAWN BY: EArA CHECKED BY_ SH DATE: 01/30/2YA 0JECTN0,- 19.1 2125.01 NOTES, ELEVATION, PLAN S-100 W O N O m >tJW Va 0OM 2 1 M02 w0I UN 14 1i D 00 o M 2 U x 0 . 12 0 o gn sustainaNe ardTitecture N www.theabogroup.com ® 2014 The Abo Group, Inc. MARTIN/MARTIN Cval Y�r,aa en , 13999 WE5T COLFAX AVENUE, LAKEWOOD, COLORADO W215 MAIN 303MU.6100MM1nNMNmN.COu S i I Q LU V) LLI wM O Z O LU o 0 LL LLJ w O N J LL z F— LU 0-C LLJ U1w 2 0 �" DRAWN BY: EArA CHECKED BY_ SH DATE: 01/30/2YA 0JECTN0,- 19.1 2125.01 NOTES, ELEVATION, PLAN S-100 Beme,.adtY.zw,seCa,•IAnaM9he .• GI. of Wheat RWR F4M-•DiN#m� SWALE: CONCRETE: U6Nffl% KAY APPROVED RE: CIVIL r PAlliLM " -�t..A40 RETAINING WALL 10' IEIRM I DATE; . May 15, 2020 nail u m COMME.f s: CAL -8 SYM - 10 - + + + + + EUO - 19—� { +` { HYD - 3 ACE - I . ° ° o a '� nn �� '4•nnnn�c °`mac < �' M05 - 3 '. � � > e • r 'D ° w w - w w w w w w w • p ° • � ��gMnnn° VVVVy — '=--{�� --- .J -,CT.l {,�M,.} • r " ", w W w w v w w ° A -1'•a w w w w W - v v - - - w {+ � ° • w w " .. w w a w w .. w p CONCRETE PAD AND BENCH EXTEND FLAGSTONE PATHWAY REMOVE EXISTING CONCRETE PATH AND STAIRCASE: FILL IN WITH RIVER ROCK i. O° " • w w w w" w w w w w ""- w w w TO MATCH EXISTING. 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MATERIALS-KET ® U- . -OF_ 0 an w...wMz.'u..n»MzTRru�...mz9r.. e� a ,z Q CONCRETE F_ CL LuW OIRRIGATED TURF mm m -4 - ROS -8 - CAL -10 - JUN -7- PIN -3-H05 - 3 - HYD I -ACE 3-H05 con W CONCRETE PAD AND BENCH Wheat Ridge CONCRETE PATHWAY BWWb` drib - 9-HEU L -100 CONCRETE STEPS AND STATUE H SEE A501 FOR DETAILS Z cz OPA mm DW DO dWodI oWn RANDOM FLAGSTONE PATHWAY 1jf OFC CQ �NDScIPE _ 9.17M7ISSUED FOR CONSTRUCTION I.3I-MM HUED FOR CONSTRUCTION — 2.28.2O2U ItcUEO FOR CONSTRUCTION 6- SYR < 9 -CRO W 3 -MOS Lu < f W < SMALL FIR FIBER MULCH Q W '' n > -s HYD LuV -7 - PIN U- . -OF_ 0 Z F_ CL LuW 'I - AGE "3 -MOS V V� M 0 00 O 0 to W Q NU �w J () <9 Z IQ OW 2 v� `3 - COR Wheat Ridge '5 - SPI BWWb` drib - 9-HEU L -100 I - MAL�A450U VER `C1LE:1"�5' _ Z OPA mm DW DO dWodI oWn 1jf OFC �NDScIPE _ 9.17M7ISSUED FOR CONSTRUCTION I.3I-MM HUED FOR CONSTRUCTION — 2.28.2O2U ItcUEO FOR CONSTRUCTION CHECKED BY: F DATE 228.2m PROJECT NO: CKV•f Wheat Ridge LANDSCAPE PLAN BWWb` drib - L -100 I r f' EXISTING STRUCTURE TO REMAIN EXISTING CONCRETE DRIVE TO REMAIN EXISTING TREE TO REMAIN — EXISTING CONCRETE WALK TO REMAIN EXISTING TREE TO REMAIN — REMOVE EXISTING STEPS & RETAINING WALL, PROTECT EXISTING DRAIN AND LANDING. EXISTING RETAINING - WALL TO REMAIN CUT EXISTING RETAINING WALL HERE REMOVE EXISTING — RETAINING WALL REMOVE EXISTING — CONCRETE WALK REMOVE EXISTING — CHAIN LINK, COORDINATE EXTENTS WITH OWNER REMOVE EXISTING CONCRETE STEPS & WALK REMOVE EXISTING CHAIN UNK REMOVE EXISTING CONCRETE STEPS EXISTING CONCRETE WALK / CURB & GUTTER TO REMAIN 1 SITE PLAN - DEMOLITION/EXISTING V -la-a' — CONCRETE SIDEWALK TO REMAIN 4660 INGALLS STREET EXISTING PARKING EXISTING CHAIN LINK TO REMAIN EXISTING STORAGE SHED / PAD AND FOOTING TO REMAIN EXISTING TREE TO REMAIN TREES EXISTING CHAIN LINKTOREMAIN. LLLJJJ COORDINATE EXTENTS WITH OWNER. REMOVE EXISTING CONCRETE WALK & STEPS REMOVE EXISTING CHAIN LINK REMOVE EXISTING RETAINING WALL CNpNp O)N >Ci 000Q U y o.. dU d X .6 O C—m 0 t 0 3 � sustainableaTchRecture N www.theabogroup.com ® 2014 The Abo Group, Inc. 20318? 71`' f Al V) 5Q LU V) LL Z Q w M C) ZM wO 00 LU(Do a ry 0 WwO 0 �N� Z~"w LU LU ZD71-- UO w '= C� cn'403 REMOVE EXISTING TREES y REMOVE EXISTING CHAIN LINK yV• i 01.15.7020 ISSUED FOR REVIEW I I 07.25.XY20 ISSUED FOR CONSTRUCTION I DRAWN BY: TAG CHECKED BY: JR5 DATE: 0228.X170 PROJECTNO: 191a0 DEMOLITION - SITE PLAN C" at Wheat Ridge Building DWI,Ion AD 100 BENCH BY OTHERS RANDOM NATURAL STONE ELEVATED SITE CONCRETE FOOTING RE: STRUCTURAL CONCRETE STEPS SEE AS01 FOR DETAILS STATUE ON RAISED BASE SEE A501 FOR DETAILS PLANT SCHEDULE SEELANDSCAPE PLANS 1 4660 INGALLS SITE PLAN T' = ID' -a' See revised sheet A0.0 1 J S - onC::3 n n r a 0 ❑ C-1 BUIL_ItigGMARDSCAPE ® C-1 LANDSC�E R-2 BUILDINI-,"4A F DSCAPE ® R-2 LANDSCAPE, rSITE COVERAGE DIAGRAM V 1"= 160'-0" - - C-1 SITE COVERAGE PORTION AREA COVERAGE C-1 BUILDINGIHARDSCAPE 1171798 SF 73 C-1 LANDSCAPE 63109 SF Z7% C-1 234907 SF R-2 SITE COVERAGE 01.15.ZOX) MUM FOR RPAEW 02.2B.M2p MUDD FOR CONSTRUCTION DRAWN TAO CHECKED 1RB DATE 02.262 PROJECT 1618.0 SITE PLAN A0.0 the N N m M vEjomoq �aomm x-_�aNln abo U O M 0y C i Ota O m d .www.theabogroup.com 1® 2014 The Abo Group, Inc. &#A* R. 7 �0318i � I LU I (n LU 1 Z LLJ M Cl) 1 Z r/ 00 < L1J 0 } Q LU 0 0 W NO Z cn LU ~J(D LU UJ O W '0 ' ^ > V'0 / I i 01.15.ZOX) MUM FOR RPAEW 02.2B.M2p MUDD FOR CONSTRUCTION DRAWN TAO CHECKED 1RB DATE 02.262 PROJECT 1618.0 SITE PLAN A0.0 ReWeweE I. "'Ins Cons— by the .. Ory of Wheat R,IOge Pl—nR Division or APPROVED By ) - - DA,,, May 15, 2020 COMMENTS: EXISTING CONCRETE DRIVE TO REMAIN EXISTING — CONCRETE WALK J TO REMAIN J CONCRETE SWALE RE; CIVIL - STEPS RETAINING WALLTO REMAIN EXISTING RIVER ROCK REWORK GRADES AS NEED TO BLEND TO NEW GRADES LANDSCAPE WALL EXTEND NATURAL STONE WALKTOINGALLS — RIVER ROCK TO MATCH EXISTING RE: CIVIL FOR GRADES EXISTING TREE TO REMAIN 1 4660 INGALLS SITE PLAN r' = 1 ate• N EXISTING PARKING EXISTING BUILDING TO REMAIN molnoro x mm rtoo ano Vy�MM �. r N V —m 3 o a y t.n�a5�a� a::h.lacll,rr N Kwim.theabogroup.com 02014 The Abo Group, Inc. I 5Q LU LU Z Q w M Z 00 Uj Q o Q Omow° GNLU U Z ~JW LU �¢9 O W U' V) Iq wcn=Jack R Brinkley 2020, ��Of coLn o—the abo group, out SEE LANCHEDULE P SEE LANDSCAPE PLANS emai j rin ey@theab JACK R. r —US * BRINIQEV og mc— oup.co, X161` 14:3146 2020.05.11 ❑ C-1 BUILDING/HARDSCAPE aAR" O1.IS202P C-1 LANDSCAPE —mm SSUED FOR CgNSTRUCTION R-2 BUILDING/HARDSCAPE CITY COMMENT -RI 2 05.11.2020 CITY COMMENTS -R2 ®R-2 LANDSCAPE TAG CHECKED JRB OVERAGE DIAGRAM _ � SITEZ 1 PROJECT 18180 C-1 SITE COVERAGE - RETAINING WALLPORTION I AREA I %COVERAGE - SIDEWALK C-1 BUILDING/HARDSCAPE 850 SF 16% C-1 LANDSCAPE 4468 SF 84% - CONCRETE C-1 5318 SF PATHWAY TREES SEE LANDSCAPE R-2 SITE COVERAGE ARCH DWG PORTION AREA I %COVERAGE R-2 ZONING PARCEL LINE_ -ai NINc - R-2 BUILDfHGHARDSCAPE 13641 SF 30% r'� R-2 LANDSCAPE 1809 SF J70% BENCH BY OTHERS R-2 12110 SF RANDOM NATURAL STONE ELEVATED SITE CONCRETE FOOTING RE: STRUCTURAL CONCRETE STEPS SEE A501 FOR DETAILS STATUE ON RAISED BASE SEE A501 FOR DETAILS molnoro x mm rtoo ano Vy�MM �. r N V —m 3 o a y t.n�a5�a� a::h.lacll,rr N Kwim.theabogroup.com 02014 The Abo Group, Inc. I 5Q LU LU Z Q w M Z 00 Uj Q o Q Omow° GNLU U Z ~JW LU �¢9 O W U' V) Iq wcn=Jack R Brinkley 2020, ��Of coLn o—the abo group, out SEE LANCHEDULE P SEE LANDSCAPE PLANS emai j rin ey@theab JACK R. r —US * BRINIQEV og mc— oup.co, X161` 14:3146 2020.05.11 '00'06- aAR" O1.IS202P MUM MR REVIEW —mm SSUED FOR CgNSTRUCTION 1 05.06.2020 CITY COMMENT -RI 2 05.11.2020 CITY COMMENTS -R2 — -- DRAWN TAG CHECKED JRB DATE 02.20.2020 PROJECT 18180 SITE PLAN A0.0 CONCI SWALE RE: CIV STEPS RETAIN WALL T REMAR LANDS, WALL RANDC NATUR, 1 SIDEWALK PLAN 1-5-0, CUT Zo CONCRETE 5.P MAX 3 CONTROL JOINT WELDED WIRE FABRIC !o Wildleg DlvlsI- BROOM FINISH 77 NORMAL WEIGHT PSI MAX AGGREGATE 3/4' MAX 510 NALK DETAIL 2 CONTROL JOINT EVERY 5'-0" MAX RETAINING WALL CONCRETE 'ATH W AY CONTROL JOINT EVERY 6-9' MAX RANDOM NATURAL STONE ELEVATED SITE CONTROL JOINT CONCRETE STEPS SEE A501 FOR DETAILS & SEE CIVIL FOR LOCATION �C m �m CN NOS DI >U o�0 1pmo N = V— N N N U 000 O � � d Y C W 3 o t www.theabogroup.com ® 2014 The Abo Group, Inc. �P q 411011 R. #� ._ BRWfiEY 209157 ll — 1 - ry LIJ Z wM C) C7 Z o W � o TVQ LU LJ_ LU O 0 w GNU Z ~`)w LU LU ZD �ow 01.15.1020 MUM FOR REVIEW CHECKED 1R8 DATE 02.28.20N/ PROJECT 181&0 caves PARTIAL SITE PLAN Wheat Ridge Wildleg DlvlsI- A 0.1 PROVIDE 1-12' OUTSIDE DIAMETER PAINTED STEEL PIPE HANDRAILS ON ONE SIDE OF EACH CONTINUOUS RUN OF TREADS ATA HEIGHT OF 38'(MIN 39' -MAX 38') MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING. HANDRAILSADJACENT TO AWALL SHALL HAVE A SPACE OF NOT LESS THAN I-12' BETWEENTHE WALL AND THE HANDRAIL AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 MIN BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SRALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR 121. EXTENSIONS SHALL RETURN TO A WALL OR THE LANDING SURFACE. EXISTING BUILDING LcR NEW SIDEWALK & STEPS 2 '"WALL ' _ 3 ELEVATION . A200 _ DRAIN EXISTING TO REMAIN EXISTING BRICK WALL REMAIN AND REP INT AS NEEDED. C�4 ENLARGED PLAN 4 , _ �-0„ row:535o.zB _ EXISTING BRICK WALL TO REMAIN. SALVAGE BRICK TO REPOINT @ END OF EXPOSED WALL BOW: 5344.35 3 WALL ELEVATION 12" = 1'-0" CUT WALL HERE. REMOVE REPOINT AND REPLACE UNFINISHED EXISTING END BRICK WITH FINISHED BRICK WALL S. rt WALL SECTION. 1 RETAINING WALL r- �_A 1W -a, n BOW. 5" 5351.56 VI� EXISTING BUILDING ti F• CAPSTONE GRADED SURFACE STACKED WALL BLOCK TYPE TO CONFIRM WITH OWNER. SOIL GRAVEL SOIL GRANULAR BASE LANDSCAPE WALL LANDSCAPE WALL SECTION 1 12" = 1' 0" _ row: s34e_zfi� SIDEWALK 5348. r _ _ _ _ _ TOW: 5398.2& BOW 5346.25 theN O V O 10doMM �waION •• SMS 0 2 O pMM u y X grou m yc` 3 of 0 sustainable anjcture N °' www.theabogroup.com ® 2014 The Abo Group, Inc. AS mmit O D - 5348:61 /,7REPOINT TOW: 5348.26' BOW. 5" 5351.56 VI� EXISTING BUILDING ti F• CAPSTONE GRADED SURFACE STACKED WALL BLOCK TYPE TO CONFIRM WITH OWNER. SOIL GRAVEL SOIL GRANULAR BASE LANDSCAPE WALL LANDSCAPE WALL SECTION 1 12" = 1' 0" _ row: s34e_zfi� SIDEWALK 5348. r _ _ _ _ _ TOW: 5398.2& BOW 5346.25 theN O V O 10doMM �waION •• SMS 0 2 O pMM u y X grou m yc` 3 of 0 sustainable anjcture N °' www.theabogroup.com ® 2014 The Abo Group, Inc. 01.15.2.2. MUM FOR REVIEW 02.882.2. ISSUED FOR CONSTRUCTION DRAWN TAG CHECKED JR8 DATE 02.28.2.2. PROJECT 1818. c1tvOI WALLS ECTION & ELEVATION Wheat Ridge mmit O 2113181*' EbARR" v^,I A I..L ry 5� W LU W Q Cl) C) Cl) Z o 00 W o Q W ru 0 O ��U Z LU J J V CL W J¢� mow 'o v �3� 01.15.2.2. MUM FOR REVIEW 02.882.2. ISSUED FOR CONSTRUCTION DRAWN TAG CHECKED JR8 DATE 02.28.2.2. PROJECT 1818. c1tvOI WALLS ECTION & ELEVATION Wheat Ridge BuIIdMCt*RIA.. A 200 a 1 SITE COVERAGE DIAGRAM I._I, z -x J_ 1- z -r CLOUD BASE OVAL CONCRETE STEPS -- .......... 3 STEPS SECTION CNNOJN v o r 2-5- . cd cl; .Nalnulaoo om1° u u x m o o m 3 00g 0 0 3 D v -ta Dai le i�chrx„a� N www.theabogroup.com ® 2014 The Abo Group, Inc. �OF Epl. 7i' '- BRIMq>:y f 208161 V) ryQ LU V) wZ w Cf) Q 0 M Z w� S / Q LL �w� O �N� LLJ Z~Jc� LU CL _<" LU z� Z I— Q U'= V) vt b 02�.20'dl ISSU®FOR CONBiRUCIION DRAWN TAG a 1 CHECKED JRB DATE 0278.]DXI PROJECT IBIAO Ckyaf SCULPTURE DETAIL Wheat Ridge RNIIdIRa Dlvkbn A 501 ~...... _., ""..'. .1'...... '. ....~,....................."'., .....J',....". ........ .....,..,.,/'...._...."v"_,.~.....J'_...............'v"A/./'V........./ ...v..^..-~,........,..../../V'"V /..........-.'....-................., .,,_..r.r...... ......"."--'_.....,..'~..^_'V"./.-.-_'......."....,,_._ "V"-.......Jv';> " .. Date: lolL-2iD (cl , , ( , ., <- " A Certificate of. Occupancy I Completion has been requested for: , < ~ ADDRESS: J:ib~ \--\M-~0 (~ -.>1 " < :. PURPOSE OF STRUCTURE: < .~ Building Department APprovald # , ~ Remarks: b,.z{; '0' (. , ~ Zoning Approval: AJ/A I '. < Remarks: , " , , . :: Public Works Approyal: > < Remarks: < " < ~ Fire Marshall Approval: ~ . (If Applicable) ., --< < , , " Remarks:. , , :- Sanitation District Approval: ~ (If Applicable) , < ., Remarks: , ~ Water District Approval: ~ (If Applicable) , ~ Remarks: ~ ,~ > ( l .- < ? > <' < > .- / / ; I " ? l I " < I 5 l ,~ , < ~ > .' I , ) ( I ; ,- > , l i. ., < ~ ~ ~ \.. ...-- > , " " < > ( , , < :. , ' ~. .; <, > , .:'"................._....^-""'-"..............-...r..........~.......^......_.......~......................~--..--.........................~..............,......................."'.................. ...........................~.................................................................................."................................................,.~....../'vv'..... ..J UNTIL CERTIFICATE OF .NCY IS ISSUED {O FROM THE WEATHER :INALS lectrical 'Iumbing ~echanical 1 d /. , "inish II' 1S:-/t-t,(j6 r - , ".: ~ /' /)- v /;' / . < . -Il..' , IJMMENTS ON BACK Electrical Service Rough Electric . " Rough Plumbing ^.ir Test Gas Piping <ough Mechanical raming :oofing lsulation Irywall Screw Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE ApPROVAL DISAPPROVAL INSPECTOR COMMENTS: INITIALS c'ootings/Caissons Stem wall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Occupancy Type Date Issued )b Address 'uilding P,ermit No. wner ,ontractor ontractor Address Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections ~l ItCTION RECORD 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 cr InSDection Line (303) 234-5933 .. City of Wheat Ridge Comm. Fire Alarm PERMIT - 060276 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060276 4655 HARLAN ST Fire Alarm @ St, ISSUED: EXPIRES: 04/21/2006 10/21/2007 Joseph I S *** CONTACTS *** owner gc 303/421-4700 Brian Bailia St. Josephs Church 01,81e8 AAA FIRE AND SECURITY INC, ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: BLOCK/LOT#: UA 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 199.30 ~~d~ rr~~~ 7,200.00 ** FEE SUMMARY ** Comments: Subject to field inspection. See fire department comments. 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 allegat~ons made are accurate, that I have read and agree to ablde by all condltlons prlnted on thlS applica~ th~~_~sume full responslblllty for campI lance wlth the Wheat Rldge BUlldlng Code (I B C) and all other app~ble Whe~ ldge Ordlnances, for work under thlS permlt plans SUbJect to fleld lnspectlon o " 0 -c2 ~ 1. This permit was issued in accordance with 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 (60) 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 or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (I) 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 shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall recelve 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 permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review i ject ections. Signature date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE, (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY, COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE. 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235.2855) APPUCATION LA' ~~u:;.cph C'.~,( G, 4Vy:, Haj ~u\, Sf Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Phone: Phone{~) 3 )Lf :Z-f- '-/ 7 6~ Company: AAA. C ,,& '1 co + r )eLu_n.'0 OWNER/CONTRACTOR SIGNATURE 'OF UNDERSTANDING AND AGREEMENT BuildinclDept. Valuation Figure: $ 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 Ridgeor covenants. ea!;lements 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 responsibility for compliance with the Wheat Ridge Building Code (l.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Value:$ r2<--'O Permit Fee:$ I qq 3 Plan Review Fee:$ Use Tax:$ 12'1, L..D Total:$ ::;.Z t '1 c DAl'E (OWNER){CONTRACTOR): SIGNED (OWNER)(CONTRACTOR):PRINTEO DATE Use of Space (description): Description of work: Sq, Ft, added -(I re. )1....\ OJ tv"- BUILDING DEPARTMENT USE ONLY SIC: Sq.FI.: !zONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: )RE DEPARTMENT COMMENTS: Approval: ' Occupancy: Walis: Roof: Stories: Residentiai Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with 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. . 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. 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 (i) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid fora new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card b,efore proceeding with successive phases of the job. 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 violation of the provisions of the bUilding ,codes or any other ordinance, law, rule or regulation. All plan review is subject to field Inspections; (2) (3) (4) (5) (6) Chief Buiiding Official , WHEAT RIDGE FIRE PROTECTION DISTRICT PO Box 507 . 3880 UPHAM STREET' WHEAT RIDGE, COLORADO 80034-0507 303-403-5900' FAX 303-940-0350 . WWW.WRFIRE.ORG I AAA Fire and Security Brian Bailia 4935 Allison Street #1 Arvada, Colorado 80002 August 25,2005 Re: 4655 Harlan Street, Fire Alarm. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge fire Protection District and the City Council of the City of Wheat Ridge, Colorado. 1. The installed system shall have complete coverage of this building. 2. The detection and notification devices shall be addressed and correspond to the areas of coverage. 3. The system shall be tested prior to scheduling for a fmal inspection. A copy of the said test shall be given to the Fire Marshal for District files. 4. The circuit breaker in the electrical panel shall be clearly marked for the power to the alarm. 5. The graphic map shall be mounted at the main entry to the front doors and be upgraded with the changes addressed in this letter. 6. Coverage with smoke detection shall be added to the areas of the attic and the plenum areas. 7. The hood system activation shall immediately supply an alarm to the panel. (Testing will be required at the final.) 8. Plans submitted state there is a Fire Sprinkler system. (To date no . plans have been submitted to the Fire District office for a sprinkler.) Any Questions contact me at the Fire District. " ~~~2Y' ? / ~.f.,,(.,. Doug as J. Saba Fire Marshal .'.:4: J'""'!'\<. .... Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Permit Number 19562 12/6/2005 Inspection Line 3D3-234-5933 Commercial Fire Sprinkler PROPERTY 4655 Harlan St OWNER: Sf. Joesephs Hall Unit: (303) 423-2845 Description Fire sprinkler system IFEES IFees IUse Tax Permit Fee ITotal Fees iCONTRACTORS IName ICleary Fire Protection, Inc, ! !Oue 1$268.34 $326,70 1$595.04 : ILicense # 117893 1 IPaid 1$268.34 $326.70 1$595,04 ~p~~~ IPhone 1000 425-6678 1 ~ I I Units: Occupancy: Walls: Roof: Stories: Sq Feel: o I hereby tertify that the setback distances proposed by this permit applicationare accurate, anddonot violate applicable ordinances, rules orreguiation.s ofthe'Clty of Wheat Ridge or covenants, easements orrestrictioDS of record; that all measurements shown, and aUegatiolL'l made are accurate; that I have read and agree to abide by aU conditions printedon this II plication, and that Iassume full responsibility for compliance with the Wheat Ridge Building Code (LB.C.) and allotherapplicable Wheat Ridge dinances, ~ wor ~under this penn it. (0 R)(CONTRACTOR) 12 7-0 SIGNED DATE 2 This permit was issued in accordimce with the provisions set forth in your application and is subJect to the laws of the State of Colorado and to the Zoning Regulatiol1.'l and Building Code of Wheat Ridge, Colorndo or any other applicable ordinances of the City. Every permit issued sball becomeinvalid unless the workonthe site authorized by suchpennlt is commenced within 180daysaRerits issuance,or if the work authorized on the site by such permit Is suspended or abandoned far a periodof180 days aRer the time of work ill commenced. If this pennltexpires;anew permitmily be acquired for a fee of one:-hiIlfthe amount normally required, provided no changes have beeoor wiD be made in the original plans and spedflcations and any susp~lon or abandonment has not exceeded one (1) year. If changes are made or ifsw;pcnsion.orabandonmcnt exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner sbJIU be donethat win change the natural flow of water causing a drainage problem. Contraclor shall notify the Building Inspcdor tweuty-four(24) hours in advance Corall inspectlol1.'l and shall reeeiv~Written approval on inspection card before proceeding with successive.phases ofthejob. 3 4 5 6 SIGNED DATE Chie Tuesday, December 06, 2005 Page I of 1 Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Permit Number .~. ~..",..~..'i\.. . ......); '.. -' ,....... C;",ot.",,,..IIid.. \ I 19562 12/6/2005 Inspection Line 303-234-5933 Commercial Fire Sprinkler PROPERTY 4655 Harlan 8t Unit: (303) 423-2845 OWNER: 81. Joesephs Hall Description Fire sprinkler system Authorized By Building Approval Zoning Authorized On 12/112005 Approved By CR Authorized By Fire Department Approval Zoning Authorized On 11/30/2005 Approved By DS See comments Tuesday, December 06, 2005 Page 1 of 1 ~' .Hr'r .. .:.- ~ -0 , " u ~ C'OI.OR,tl.QO COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDG E 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLlCA nON OF I::E N Ve:1"l.. Building Permit Number: Date: Property Owner: ^rz G l-j D IOCl;.S ~ Property Address: Lft.:>..t;S fj-,4.,rZLA,N Contractor License No,: I ~2f7 3 Company: c.- I.- eJ't~ i 5tnEe-r Phone: ~~ / "/l3 - Z6'i-&" Frr<:-E:' j=POTE;;c..-,rOf'....) Phone: go::f '-I? S -&(p -ri3 OW:\'ERlCO:'\TRACTOR SIGNA Tl'RE OF l':"iDERST A:"iDl:'\G AI"D AGREEME!'T Construction Value:S 11..(10'0. (Dc) Permit Fee:S Plan Review Fee:S Use Tax:S Total:$ 1 hereby certify that the setback distances proposed by this permit application arc accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or CQ\"enanlS,easements or restrictions of record; that all measurements sho\\'n, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance \\'lth the' Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this penni\ (O\~ "SER}(COSTRACTOR): SIGNED DATE (O\\.NER){COSTRACTOR): PRINTED DATE DESCRIPTION: 1.~.-s.TAL'l..- I'tTlOtw OF ;Or.:::Z0 ~.ve:r' PIPE S,-=rz ( tV I~ L e f2. .> y ..s re M BUILDING DEPARTMENT USE Ol"L Y SIC: Sq,h: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential U ni IS: Electrical License No: Company: Plwnbing License No: Company: Mechanical License No: Company: Expiration Date: Appro\'al: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued. in accordance with the provisions set fonh in your application and is subj<<t to the laws of !he State of Colorado and 10 the Zoning Regulations and Building Codes of Wheal Ridge, Colorado or an). o!her applicable ordinances of the City (n This permit shall expire if(A) the: work authorized is not comrmnccd within sixt)' (60)<13ys from issue dale or (B) the: building authorized is suspended or abandoned for.a period of 120 days. (3) If !his pennil expires. a new permit may be acquired for I fee of one-half the amount nomlally required, provtded no changes have: oeen or will be: made in the original plans and specifications and any suspms~n or abandonmenl has not exceeded one (I) year. If changes ha\'e been or if suspension or abandonmc:nl exceeds OM (1) year. full fees shall be paid for a new permiL (4) No work of any manner shall be done that Wlll change the natural flow of ""attr causing a ~inagc problem. (5) Contnctor shall notify the Budding InspeclOr twenty-four (24) hours in advance for all inspections and shall recei,'e wrinen approval on inspection card before procccdinS with succcssi\'C phases of the job, (6) The issuance of. permit or the approval of drawings and spccific.ations shall not be construed to be a permit for, nor an appro\..l of. any violation of the pro\isions orthe bui\d.ins codes Of any other ordinance, law, rule or regulation. Chief Building Inspector WHEAT RIDGE FIRE PROTECTION DISTRICT PO Box 507 . 3880 UPHAM STREET. WHEAT RIDGE, COLORADO 80034-0507 303-403-5900 . FAX 303-94().()350 . WWW.WRFIRE.ORG Cleary Fire Protection November 30, 2005 Edward Kolecke 11919 West 1-70 Frontage Road #1l6A Wheat Ridge, Colorado 80033 Re: 4655 Harlan Street, St. Joseph Hall, Sprinkler system. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. 1. Sprinkler heads shall be greater than 10 feet from the Ansul Hood System. This will require several heads to be deleted from the plans submitted. 2. Noted plans show sprinklers along the South wall ofthe kitchen. These heads and the piping for them shall be properly insulated and protected against freezing. 3. The plans also denote heads within the entry door vestibule. These also shall be protected form freezing. 4. Plans show in both the bathrooms that the sprinkler heads are on the east wall. They need to be moved to the center of the room for full coverage. 5. A rough in inspection shall be scheduled with the City of Wheat Ridge Building Department and the Fire Marshal. 6. An inspectors flow test valve shall be placed at the far end of the system for testing and shall be clearly identified. 7. The hydraulic information shall be clearly posted on the riser system. 8. All risers shall be securely attached to the structure according to standards, 9. All Fire lanes shall remain clear of all construction vehicles at all times. 10.Permits shall be obtained from the Wheat Ridge Water District. 11.All permits shall be posted at the site of construction. The stamped set of approved plans shall be at the site at all times. 12. The Fire District shall be called to witness and sign off for a pipe installation and flow test for the main fire-water line. 13. The Plans submitted do not show the varying elevations in the attic space . Other requirements toward positioning may be made at time of inspection. Any questions please contact me at the Fire District. ROedb~~ Doug~~ Fire Marshal Wheat Ridge Building Department . APA d ~ - lZ~1 ~OS ~.~ 1>J\1lB DING . 8ll\lfllWIaI pans spec:ificaIIOnl v2IiditY of . The lIIUIIIC8 of a '*': c:.. an l!lll"l'Ial 01, ;..., ylolation 10, and ionS ~ not be a permit c:.ixle or 01 any City ordinances, any of the ~- of ~ ~a1e or cancel the \lfO'IIsloI:'1 of'" PelmiII ~ to g\Ye ordi--- 01 the CIty shall not be Y81id. bulIdIngcodesOlo\he( ,...- Cleary Fire Protection, Inc. 11919 W 1-70 Frontage Road North, Unit #116A Wheat Ridge, Colorado 80033 (303) 425-6678 Fax: (303) 403-8163 Email clearydesign@aol.com Colorado State Registration # 061 Fire Sprinkler System Hvdraulic Calculations and Equipment Submittals ST. JOSEPH HALL RENOVATIONS 4655 HARLAN STREET WHEAT RIDGE, CO 80033 24 HOUR EMERGENCY SERVICE: (303) 425-6678 N.iC4f:l1t .UP .i.i~'UJnC4AlIt.i.N. tf~WL j.i<lNEJ:~ ~ JNJf.:.l.it~_ ! Cleary Fire Protection, Inc. 11919 W 1-70 Frontage Road North, Unit #116A Wheat Ridge, Colorado 80033 Phone (303) 425-6678 Fax (303) 403-8173 HYDRAULIC CALCULATIONS INDEX For ST. JOSEPH HALL RENOVATIONS 4655 Harlan Street Wheat Ridge, CO 80033 Calculation #1 - Meeting Hall Area Calculation #2 - Upper Level Area Calculation #3 - Kitchen Area " f ST. JOSEPH HALL RENOVATION Drawing Date:ll/28/2005 11/28/05 8:36 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ST. JOSEPH HALL RENOVATION Location: 4655 HARLAN STREET WHEAT RIDGE, CO 80033 Drawing Date: 11/28/2005 Contractor: CLEARY FIRE PROTECTION INC. 11919 W 1-70 FRONTAGE ROAD, #116A WHEATRIDGE, CO 80033 COLORADO STATE #061 Designer: EDWARD J. KOLECKE NICET LEVEL III #94588 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: IV - HEAVY TIMBER Reviewing Authorities:WHEAT RIDGE FIRE DEPT Remote Area Number: 1 Telephone: (303)425-6678 Occupancy:A-2 SYSTEM DESIGN Code:NFPA #13 02 Hazard: LIGHT System Type:WET Area of Sprinkler Operation 1092 Density (gpm/sq ft) 0.100 Area per Sprinkler 225 Hose Allowance Inside 0 Hose Allowance Outside 100 sq ftl I sq ftl gpm I gpm I Sprinkler or Nozzle Make: TYCO Model: TY-FRB K-Factor: 5.60 Temperature Rating: 155 7 Flowing Outlets psi Required: 80.4 @ Source CALCULATION SUMMARY gpm Required: 288.3 WATER SUPPLY Test 04/19/05 100.8 psi 86.4 psi 1810 gpm 0" Pump Data Rated Capacity 0 Rated Pressure 0.0 Elevation 0 Make: Model: gpm psi Tank or Reservoir Capacity 0 gal Elevation 0 Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Well Proof Flow o gpm Location: 46th AND HARLAN STREET Source of Information: WHEAT RIDGE WATER DEPARTMENT SYSTEM VOLUME 91 Gallons Notes: JOB# 05-399 FLOW TEST REDUCED 10% I ST. JOSEPH HALL RENOVATION Drawing Date,ll/28/2005 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID 11/28/05 a,36 FLOW gpm LOSS psi TOTALS Hydr Ref W Required at Hyd Area 1 188 71.9 psi 1 4" Grvd 90 Ell Short 7' 120 4.026 188 0.1 1 Pipe 4" MFx25 WHEAT LA 6' 120 4.316 188 0.1 1 4" Grvd Back Flow Valve AMES "200" CHART LOSS 1aa 3.a 1 Pipe 4" G4x25 ALLIED GALV 1 ' 120 4,026 1a8 0.0 Elevation Change 10'0" 4.3 for BASE OF RISER 90' 140 6.215 42' 120 6.065 5' 140 6.065 45' 120 6.065 Fixed Flow Outside Hose Allow. Total Loss 1 Pipe 6" DIx18 DUCTILE IRON PIPE 2 6" MJ 90 El1 MECH JOINT 1 6"Gate Valve KENNEDY "NRS" UNDERGRO 1 6" MJ Tee MECH JOINT Hydr Ref R1 Required at Source Water Source100.8 psi static, 86.4 psi residual @ 1810 gpm SAFETY PRESSURE 188 0.1 188 0.1 188 0.0 188 0.1 100 gpm 288 288 gpm Available Pressure of 100.3 psi Exceeds Required Pressure of 80.4 psi This is a safety margin of 19.9 psi or 20 % of Supply Maximum Water Velocity is 20.8 fps ,. ; 8.3 psi 80.4 psi 100.3 psi 19.9 psi 11/28/05 8:36 ST. JOSEPH HALL RENOVATION Drawing Date:ll/28/2005 HYD REF K FACTOR SIZE ID C TYPE # FITS pt Pf Pe pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/p- Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where pv = 0.001123 x Q^2/ID^4 Normal pressure (psi) where pn = pt - pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths . , ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 a:36 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTM ELEVATION Pe pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 22.5 1" 0 0 4'0" 7.9 fps 16.3 16.3 -4" 0.10 gpm/sq ft 1.087" 0 0 0" 0.136 0.5 0.2 4" K= 5.60 22.5 120 MT 0 4'0" 0" 0.0 16.1 24" HEAD 5 22.6 1" 0 0 14'0" 15.7 fps 16.8 16.8 -4" 0.10 gpm/sq ft 1. 087" 0 0 0" 0.492 6.9 0.6 4" K= 5.60 45.1 120 MT 0 14'011 0" 0.0 16.3 60" HEAD 6 26.8 1-1/4" 0 0 14'0" 14.8 fps 23.7 23.7 -4" 0.12 gpm/sq ft 1. 416" 0 0 0" 0.322 4.5 o.a 4" K= 5.60 71.9 120 MT 0 14'0" 0" 0.0 22.9 60" HEAD 7 29.2 1-1/4" 0 0 49'2" 20.8 fps 28.2 28.2 -4" 0.13 gpm/sq ft 1.416" 1 0 6'0" 0.605 33.4 1.0 4" K= 5.60 101.1 120 MT 0 55'2" 0" 0.0 27.2 60" REFA2 87.2 2" 1 0 17'10" 15.8 fps 61. 6 PATH 2 2.215" 1 0 15'0" 0.216 7.1 K= 11.11 188.3 120 MF 0 32'10" 0" 0.0 REF A3 2-1/2" 0 0 7'0" 10.6 fps 68.7 2.707" 0 0 0" 0.081 0.6 188.3 120 MF 0 7'0" 0" 0.0 REFA4 2-1/2" 0 0 1'6" 10.6 fps 69.3 2.707" 0 0 0" 0.081 0.1 188.3 120 MF 0 1'6" 0" 0.0 REF AS 2-1/2" 0 0 6'0" 10.6 fps 69.4 2.707" 0 0 0" 0.081 0.5 188.3 120 MF 0 6'0" 0" 0.0 REF A6 2-1/2" 0 0 3'9" 10.6 fps 69.9 2.707" 0 0 0" 0.081 0.3 188.3 120 MF 0 3'9" 0" 0.0 CONTINUED 70.2 psi ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 8:36 REMOTE AREA # 1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt Pn ELEV ID T LT FITTINGS LOSS PSI!FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) CONTINUED REF A7 2-1/2" 0 0 2'3" 10.6 fps 70.2 2.707" 0 0 0" 0.081 0.2 188.3 120 MF 0 2'3" 0" 0.0 REF A8 2-1/2" 2 0 11'6" 10.6 fps 70.4 2.70711 0 0 8'0" 0.081 1.6 18a.3 120 MF 0 19'6" 0" 0.0 REFW 188.3 gpm PATH 1 K= 22.20 71.9 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO A2 HEAD 1 26.5 I" 0 0 14'0" 9.2 fps 23.2 23.2 -4" 0.12 gpm/sq ft 1. 087" 0 0 0" 0.184 2.6 0.8 4" K= 5.60 26.5 120 MT 0 14'0" 0" 0.0 22.4 60" HEAD 2 27.9 I" 0 0 14'0" 19.0 fps 25.8 25.8 -4" 0.12 gpm/sq ft 1.087" 0 0 0" 0.697 9.8 0.9 4" K= 5.60 54.4 120 MT 0 14'0" 0" 0.0 24.8 60" HEAD 3 32.8 1-1/4" 0 0 49' 2" 17.9 fps 35.5 35.5 -4" 0.15 gpm/sq it 1.416" 1 0 6'0" 0.460 25.3 1.3 4" K= 5.60 87.2 120 MT 0 55'2" 0" 0.0 34.2 60" REF Al 2" 0 0 14'0" 7 . 3 fps 60.9 2.215" 0 0 0" 0.052 0.7 87.2 120 MF 0 14'0" 0" 0.0 REFA2 87.2 gpm PATH 2 K= 11.11 61. 6 psi . , ST. JOSEPH HALL RENOVATION Drawing Date:ll/28/2005 11/28/05 8:36 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ST. JOSEPH HALL RENOVATION Location: 4655 HARLAN STREET WHEAT RIDGE, CO 80033 Drawing Date: 11/28/2005 Contractor: CLEARY FIRE PROTECTION INC. 11919 W 1-70 FRONTAGE ROAD, #116A WHEATRIDGE, CO 80033 COLORADO STATE #061 Designer: EDWARD J. KOLECKE NICET LEVEL III #9458a Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: IV - HEAVY TIMBER Reviewing Authorities:WHEAT RIDGE FIRE DEPT Remote Area Number: 2 Telephone: (303)425-6678 Occupancy:A-2 SYSTEM DESIGN Hazard:O. H. #1 System Type:WET Code:NFPA #13 02 996 0.150 63 o 250 sq ftl I sq ftl gpm I gpm I Sprinkler or Nozzle Make: TYCO Model: TY-FRB K-Factor: 5.60 Temperature Rating: 200 Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside CALCULATION SUMMARY gpm Required: 686.0 21 Flowing Outlets psi Required: 83.3 @ Source WATER SUPPLY Test 04/19/05 100.8 psi 86.4 psi 1810 gpm 0" Pump Data Rated Capacity 0 Rated Pressure 0.0 Elevation 0 Make: Model: gpm psi Tank or Reservoir Capacity 0 gal Elevation 0 Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Well Proof Flow o gpm Location: 46th AND HARLAN STREET Source of Information: WHEAT RIDGE WATER DEPARTMENT SYSTEM VOLUME 91 Gallons Notes: JOB# 05-399 FLOW TEST REDUCED 10% I ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Hydr Ref W Required at Hyd Area 2 1 4" Grvd 90 Ell Short 7' 120 4.026 1 Pipe 4" MFx25 WHEAT LA 6' 120 4.316 1 4" Grvd Back Flow Valve AMES "200" CHART LOSS 1 Pipe 4" G4x25 ALLIED GALV 1'120 4.026 Elevation Change 10'0" for BASE OF RISER 90' 140 6.215 42' 120 6.065 5' 140 6.065 45' 120 6.065 Fixed Flow Outside Hose Allow. Total Loss 1 Pipe 6" DIx18 DUCTILE IRON PIPE 2 6" MJ 90 Ell MECH JOINT 1 6"Gate Valve KENNEDY "NRS" UNDERGRO 1 6" MJ Tee MECH JOINT Hydr Ref R1 Required at Source Water Source100.8 psi static, 86.4 psi residual @ 1810 gpm SAFETY PRESSURE 11/28/05 FLOW gpm 436 436 436 436 436 8:36 LOSS psi TOTALS 0.4 0.2 8.0 0.1 4.3 436 0.5 436 0.3 436 0.0 436 0.4 250 gpm 686 686 gpm Available Pressure of 98.4 psi Exceeds Required Pressure of 83.3 psi This is a safety margin of 15.1 psi or 15 % of Supply Maximum Water Velocity is 24.5 fps 69.2 psi 13.0 psi 83.3 psi 9a.4 psi ------- ------- 15.1 psi 11/28/05 8:36 ST. JOSEPH HALL RENOVATION Drawing Date:ll/28/2005 HYD REF K FACTOR SIZE ID C TYPE # FITS pt Pf Pe pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/p Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where pv = 0.001123 x Q^2/ID^4 Normal pressure (psi) where Pn = pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths . I ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 8:36 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 11 TO W (PRIMARY PATH) HEAD 11 14.8 1" 0 0 6'0" 5.2 fps 7.0 7.0 0.24 gprn/sq ft 1.087" 0 0 0" 0.063 0.4 0.0 K= 5.60 14.8 120 MT 0 6'0" 0" 0.0 7,0 HEAD 12 15.2 1" 0 0 7'0" 10.5 fps 7.4 7.4 0.24 gprn/sq ft 1.087" 0 0 0" 0.232 1.6 0.0 K= 5.60 30.0 120 MT 0 7'0" 0" 0.0 7.4 HEAD 13 16.8 1-1/4" 0 0 7'0" 9.6 fps 9.0 9.0 0.27 gprn/sq ft 1.416" 0 0 0" 0.146 1.0 0.0 K= 5.60 46.8 120 MT 0 7'0" 0" 0.0 9.0 HEAD 14 17.7 1-1/4" 3 0 15' 11" 13 . 3 fps 10.0 10.0 0.28 gprn/sq ft 1.416" 0 0 9'0" 0.264 6.6 0.0 K= 5.60 64.6 120 MT 0 24'11" 0" 0.0 10.0 REF 60 22.1 1-1/4" 0 0 5'8" 17 . 8 fps 16.6 PATH 4 1.416" 1 0 6'0" 0.455 5.3 K= 5.43 86.7 120 MT 0 11'8" 0" 0.0 HEAD 16 26.2 1-1/2" 2 0 9'5" 17.1 fps 21.9 21.9 0.42 gpm/sq ft 1.650" 0 0 8'0" 0.352 6.1 0.0 K= 5.60 112.9 120 MT 0 17'5" 1'6" 0.7 21.9 HEAD 17 30.0 1-1/2" 0 0 39'7" 21. 6 fps 28.7 28.7 0.48 gpm/sq ft 1. 650" 1 0 8'0" 0.545 25.9 0.0 K= 5.60 142.9 120 MT 0 47'7" 0" 0.0 28.7 REF 61 2" 0 0 7'0" 13.1 fps 54.5 2.117" 1 0 10'0" 0.162 2.8 142.9 120 MT 0 17'0" 7'0" 3.0 REF AS 2-1/2" 0 0 6'0" 8.0 fps 60.3 2.707" 0 0 0" 0.049 0.3 142.9 120 MF 0 6'0" 0" 0.0 CONTINUED 60.6 psi f ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 8:36 REMOTE AREA #2 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 11 TO W (PRIMARY PATH) CONTINUED REF A6 144.2 2-1/2" 0 0 3'9" 16.2 fps 60.6 PATH 3 2.707" 0 0 0" O.17a 0.7 K= 18.52 2a7.1 120 MF 0 3'9" 0" 0.0 REF A7 2-1/2" 0 0 2'3" 16.2 fps 61.3 2.707" 0 0 0" 0.178 0.4 287.1 120 MF 0 2'3" 0" 0.0 REF A8 148.9 2-1/2" 2 0 11'6" 24.5 fps 61.7 PATH 2 2.707" 0 0 8'0" 0.385 7.5 K= 18.96 436.0 120 MF 0 19'6" 0" 0.0 REFW 436.0 gpm PATH 1 K= 52.42 69.2 psi PATH 2 FROM HYDRAULIC REFERENCE 25 TO AS HEAD 25 16.7 1" 0 0 6'0" 5. 8 fps 8.9 a.9 0.26 gpm/sq ft 1. 087" 0 0 0" 0.078 0.5 0.0 K= 5.60 16.7 120 MT 0 6'0" 0" 0.0 8.9 HEAD 26 17.1 1" 0 0 7'0" 11. 8 fps 9.4 9.4 0.27 gpm/sq ft 1.087" 0 0 0" 0.289 2.0 0.0 K= 5.60 33.8 120 MT 0 7'0" 0" 0.0 9.4 HEAD 27 18.9 1-1/4" 0 0 7'0" 10.8 fps 11. 4 11.4 0.30 gpm/sq ft 1.416" 0 0 0" 0.181 1.3 0.0 K= 5.60 52.7 120 MT 0 7'0" 0" 0.0 11.4 HEAD 28 19.9 1-1/4" 0 0 7'0" 14.9 fps 12.6 12.6 0.32 gpm/sq ft 1.416" 0 0 0" 0.328 2.3 0.0 K= 5.60 72.6 120 MT 0 7'0" 0" 0.0 12.6 HEAD 29 21. 6 1-1/4" 0 0 10'0" 19.4 fps 14.9 14.9 0.34 gpm/sq ft 1.416" 0 0 0" 0.531 5.3 0.0 K= 5.60 94.3 120 MT 0 10'0" 0" 0.0 14.9 CONTINUED 20.3 psi . ; ST. JOSEPH HALL RENOVATION Drawing Date:ll/28/2005 11/28/05 8:36 REMOTE AREA #2 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt Pn ELEV ID T LT FITTINGS LOSS PSI!FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 25 TO A8 CONTINUED HEAD 30 25.2 1-1/2" 2 0 9'5" 18.1 fps 20.3 20.3 0.40 gpm/sq ft 1.650" 0 0 8'0" 0.391 6.8 0.0 K= 5.60 119.5 120 MT 0 17'5" 1'6" 0.7 20.3 HEAD 31 29.5 1-1/2" 0 0 39'7" 22.6 fps 27.7 27.7 0.47 gpm/sq ft 1.650" 1 0 8'0" 0.588 28.0 0.0 K= 5.60 148.9 120 MT 0 47'7" 0" 0.0 27.7 REF 63 2" 0 0 7'0" 13 . 7 fps 55.7 2.117" 1 0 10'0" 0.175 3.0 148.9 120 MT 0 17'0" 7'0" 3.0 REF AS 148.9 gpm PATH 2 K= 18.96 61. 7 psi PATH 3 FROM HYDRAULIC REFERENCE 18 TO A6 HEAD 18 16.4 1" 0 0 6'0" 5.7 fps 8.6 8.6 0.26 gpm/sq ft 1.087" 0 0 0" 0.076 0.5 0.0 K= 5.60 16.4 120 MT 0 6'0" 0" 0.0 8.6 HEAD 19 16.9 1" 0 0 7'0" 11 . 6 fps 9.1 9.1 0.27 gpm/sq ft 1.0a7" 0 0 0" 0.281 2.0 0.0 K= 5.60 33.3 120 MT 0 7'0" 0" 0.0 9.1 HEAD 20 18.6 1-1/4" 0 0 7'0" 10.7 fps 11.0 11.0 0.30 gpm/sq ft 1. 416" 0 0 0" 0.176 1.2 0.0 K= 5.60 51.9 120 MT 0 7'0" 0" 0.0 11.0 HEAD 21 19.6 1-1/4" 0 0 7'0" 14.7 fps 12.3 12.3 0.31 gpm/sq ft 1.416" 0 0 0" 0.319 2.2 0.0 K= 5.60 71.5 120 MT 0 7'0" 0" 0.0 12.3 HEAD 22 21.3 1-1/4" 0 0 10'0" 19.1 fps 14.5 14.5 0.34 gpm/sq ft 1.416" 0 0 0" 0.517 5.2 0.0 K= 5.60 92.9 120 MT 0 10'0" 0" 0.0 14.5 CONTINUED 19.7 psi ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 8:36 REMOTE AREA #2 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION pe pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 18 TO A6 CONTINUED HEAD 23 24.8 1-1/2" 0 0 7'4" 17.8 fps 19.7 19.7 0.39 gpm/sq ft 1.650" 0 0 0" 0.381 2.8 0.0 K= 5.60 117.7 120 MT 0 7'4" A" 0.0 19.7 HEAD 24 26.5 1-1/2" 0 0 39'7" 21. 9 fps 22.5 22.5 0.42 gpm/sq ft 1.650" 1 0 8'0" 0.554 26.4 0.0 K= 5.60 144.2 120 MT 0 47'7" A" 0.0 22.5 REF 62 2" 0 0 17'0" 13 . 3 fps 48.8 2.117" 1 0 10'0" 0.165 4.4 144.2 120 MT 0 27'0" 17'0" 7.4 REF A6 144.2 gpm PATH 3 K= 18.52 60.6 psi PATH 4 FROM HYDRAULIC REFERENCE 15 TO 60 HEAD 15 22.1 I" 0 0 2'5" 7 . 7 fps 15.6 15.6 0.35 gpm/sq ft 1.087" 1 0 5'0" 0.132 1.0 0.0 K= 5.60 22.1 120 MT 0 7'5" 0" 0.0 15.6 REF 60 22.1 gpm PATH 4 K= 5.43 16.6 psi . ! ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 8:36 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ST. JOSEPH HALL RENOVATION Location: 4655 HARLAN STREET WHEAT RIDGE, CO 80033 Drawing Date: 11/28/2005 Contractor: CLEARY FIRE PROTECTION INC. 11919 W 1-70 FRONTAGE ROAD, #116A WHEATRIDGE, CO 80033 COLORADO STATE #061 Designer: EDWARD J. KOLECKE NICET LEVEL III #94588 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: IV - HEAVY TIMBER Reviewing Authorities:WHEAT RIDGE FIRE DEPT Remote Area Number: 3 Telephone: (303)425-6678 Occupancy:A-2 SYSTEM DESIGN Code:NFPA #13 02 Hazard:O. H. #1 System Type:WET 956 0.150 70 o 250 sq ftl I sq ftl gpm I gpm I Sprinkler or Nozzle Make: TYCO Model: TY-FRB K-Factor: 5.60 Temperature Rating: 286 Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 17 Flowing Outlets psi Required: 70.6 @ Source CALCULATION SUMMARY gprn Required: 610.9 WATER SUPPLY Test 04/19/05 100.8 psi 86.4 psi 1810 gpm 0" Pump Data Rated Capacity 0 Rated Pressure 0.0 Elevation 0 Make: Model: gpm psi Tank or Reservoir Capacity 0 gal Elevation 0 Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Well Proof Flow o gpm Location: 46th AND HARLAN STREET Source of Information: WHEAT RIDGE WATER DEPARTMENT SYSTEM VOLUME 91 Gallons Notes: JOB# 05-399 FLOW TEST REDUCED 10% " ! ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 8:36 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C 10 FLOW gpm LOSS psi TOTALS Hydr Ref W Required at Hyd Area 3 361 58.4 psi 1 4" Grvd 90 Ell Short 7 ' 120 4.026 361 0.3 1 Pipe 4" MFx25 WHEAT LA 6' 120 4.316 361 0.2 1 4" Grvd Back Flow Valve AMES "200" CHART LOSS 361 6.6 1 Pipe 4" G4x25 ALLIED GALV l' 120 4.026 361 0.0 Elevation Change 10'0" 4.3 11.4 psi Total LOSS for BASE OF RISER 1 Pipe 6" DIx18 DUCTILE IRON PIPE 90' 140 6.215 2 6" MJ 90 Ell MECH JOINT 42' 120 6.065 1 6"Gate Valve KENNEDY "NRS" UNDERGRO 5' 140 6.065 1 6" MJ Tee MECH JOINT 45 . 120 6.065 Fixed Flow outside Hose Allow. 361 0.3 361 0.2 361 0.0 361 0.3 250 gpm 70.6 psi 98.9 psi Hydr Ref R1 Required at Source Water Source100.8 psi static, 86.4 psi residual @ 1810 gpm 611 611 gpm ------- ------- SAFETY PRESSURE 28.3 psi Available Pressure of 98.9 psi Exceeds Required Pressure of 70.6 psi This is a safety margin of 28.3 psi or 29 % of Supply Maximum Water Velocity is 29.5 fps 11/28/05 8:36 ST. JOSEPH HALL RENOVATION Drawing Date:ll/28/2005 HYD REF K FACTOR SIZE ID C TYPE # FITS pt Pf pe pv pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/p- Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where pv = 0.001123 x Q^2/ID^4 Normal pressure (psi) where pn = pt - pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths I ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 8:36 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 41 TO W (PRIMARY PATH) HEAD 41 14.8 1-1/4" 0 0 10'0" 3 . 0 fps 7.0 7.0 0.21 gpm/sq ft 1. 416" 0 0 0" 0.017 0.2 0.0 K= 5.60 14.8 120 MT 0 10'0" 0" 0.0 7.0 HEAD 42 15.0 1-1/4" 0 0 10'0" 6.1 fps 7.2 7.2 0.21 gpm/sq ft 1.416" 0 0 0" 0.063 0.6 0.0 K= 5.60 29.8 120 MT 0 10'0" 0" 0.0 7.2 HEAD 43 15.6 1-1/2" 2 0 9' 10" 6.9 fps 7.8 7.8 0.22 gpm/sq ft 1.650" 0 0 8'0" 0.065 1.2 0.0 K= 5.60 45.5 120 MT 0 17'10" 0" 0.0 7.8 REF 70 16.4 1-1/2" 0 0 1'5" 9.4 fps 9.0 PATH 2 1. 650" 0 0 0" 0.116 0.2 K= 5.46 61.8 120 MT 0 1'5" 0" 0.0 HEAD 45 16.9 1-1/2" 0 0 7'7" 11. 9 fps 9.1 9.1 0.24 gpm/sq ft 1. 650" 0 0 0" 0.181 1.4 0.0 K= 5.60 78.7 120 MT 0 7'7" 0" 0.0 9.1 HEAD 46 18.2 1-1/2" 0 0 1'0" 14.7 fps 10.5 10.5 0.26 gpm/sq ft 1.650" 0 0 0" 0.266 0.3 0.0 K= 5.60 96.9 120 MT 0 1'0" 0" 0.0 10.5 REF 71 17.9 1-1/2" 3 0 13'9" 17 . 4 fps 10.8 PATH 3 1.650" 0 0 12'0" 0.364 9.3 K= 5.47 114.8 120 MT 0 25'9" -2'4" -1. 0 REF 72 23.9 1-1/2" 0 0 10'0" 21.0 fps 19.1 PATH 5 1. 650" 0 0 0" 0.516 5.2 K= 5.47 138.7 120 MT 0 10'0" 0" 0.0 REF 73 26.9 1-1/2" 0 0 6'6" 25.1 fps 24.3 PATH 6 1.650" 0 0 0" 0.716 4.6 K= 5.46 165.6 120 MT 0 6'6" 0" 0.0 CONTINUED 28.9 psi ,. f ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 8:36 REMOTE AREA #3 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION pe pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 41 TO W (PRIMARY PATH) CONTINUED REF 74 29.1 1-1/2" 0 0 15'5" 29.5 fps 28.9 PATH 7 1.650" 1 0 8'0" 0.966 22.6 K= 5.41 194.7 120 MT 0 23'5" 0" 0.0 REF A4 2-1/2" 0 0 1'6" 11 . 0 fps 51.5 2.707" 0 0 0" 0.087 0.1 194.7 120 MF 0 1'6" 0" 0.0 REF A5 2-1/2" 0 0 6'0" 11. 0 fps 51. 6 2.707" 0 0 0" 0.087 0.5 194.7 120 MF 0 6'0" 0" 0.0 REF A6 2-1/2" 0 0 3'9" 11. 0 fps 52.2 2.707" 0 0 0" 0.087 0.3 194.7 120 MF 0 3'9" 0" 0.0 REF A7 166.2 2-1/2" 0 0 2'3" 20.3 fps 52.5 PATH 4 2.707" 0 0 0" 0.271 0.6 K= 22.94 360.9 120 MF 0 2'3" 0" 0.0 REF A8 2-1/2" 2 0 11'6" 20.3 fps 53.1 2.707" 0 0 8'0" 0.271 5.3 360.9 120 MF 0 19'6" 0" 0.0 REFW 360.9 gpm PATH 1 K= 47.24 58.4 psi PATH 2 FROM HYDRAULIC REFERENCE 44 TO 70 HEAD 44 16.4 1" 0 0 9" 5.7 fps 8.5 8.5 0.23 gpm/sq ft 1. 087" 1 0 5'0" 0.075 0.4 0.0 K= 5.60 16.4 120 MT 0 5'9" 0" 0.0 8.5 REF 70 16.4 gpm PATH 2 K= 5.46 9.0 psi .' f ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 8:36 REMOTE AREA #3 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 47 TO 71 HEAD 47 17.9 1" 0 0 9" 6. 3 fps 10.3 10.3 0.26 gpm/sq ft 1. 087" 1 0 5'0" 0.089 0.5 0.0 K= 5.60 17.9 120 MT 0 5'9" 0" 0.0 10.3 REF 71 17.9 gpm PATH 3 K= 5.47 10.8 psi PATH 4 FROM HYDRAULIC REFERENCE 51 TO A7 HEAD 51 18.4 I" 0 0 10'0" 6.4 fps 10.8 10.8 0.26 gpm/sq ft 1.087" 0 0 0" 0.094 0.9 0.0 K= 5.60 18.4 120 MT 0 10'0" 0" 0.0 10.8 HEAD 52 19.2 1-1/4" 0 0 10'0" 7 . 7 fps 11.7 11.7 0.27 gpm/sq ft 1. 416" 0 0 0" 0.097 1.0 0.0 K= 5.60 37.6 120 MT 0 10'0" 0" 0.0 11.7 HEAD 53 20.0 1-1/4" 0 0 10'0" 11 . 8 fps 12.7 12.7 0.29 gpm/sq ft 1.416" 0 0 0" 0.214 2.1 0.0 K= 5.60 57.6 120 MT 0 10'0" 0" 0.0 12.7 HEAD 54 21.6 1-1/2" 7 0 23'1" 12.0 fps 14.9 14.9 0.31 gpm/sq ft 1. 650" 0 0 28'0" 0.183 9.3 0.0 K= 5.60 79.2 120 MT 0 51'1" -2'4" -1.0 14.9 HEAD 55 26.5 1-1/2" 0 0 g'O" 16.0 fps 23.2 23.2 -8" 0.38 gpm/sq ft 1.650" 0 0 0" 0.312 2.8 0.8 8" K= 5.60 105.7 120 MT 0 9'0" 0" 0.0 22.4 60" HEAD 56 28.1 1-1/2" 2 0 12'0" 20.3 fps 26.0 26.0 _8" 0.40 gpm/sq ft 1. 650" 0 0 8'0" 0.482 9.6 0.9 8" K= 5.60 133.7 120 MT 0 20'0" 0" 0.0 25.1 60" REF 75 32.5 1-1/2" 0 0 15'5" 25.2 fps 35.6 PATH 8 1. 650" 1 0 8'0" 0.720 16.9 K= 5.44 166.2 120 MT 0 23'S" 0" 0.0 REF A7 166.2 gpm PATH 4 K= 22.94 52.5 psi .' f ST. JOSEPH HALL RENOVATION Drawing Date:11/28/2005 11/28/05 8:36 REMOTE AREA # 3 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 48 TO 72 HEAD 48 23.9 I" 0 0 6" 8.3 fps 18.3 18.3 -10" 0.34 gpm/sq ft 1.087" 1 0 5'0" 0.152 0.8 0.1 10" K= 5.60 23.9 120 MT 0 5'6" 0" 0.0 18.2 24" REF 72 23.9 gpm PATH 5 K= 5.47 19.1 psi PATH 6 FROM HYDRAULIC REFERENCE 49 TO 73 HEAD 49 26.9 1" 0 0 6" 9.4 fps 23.2 23.2 -10" 0.38 gpm/sq ft 1.087" 1 0 5'0" 0.189 1.0 0.2 10" K= 5.60 26.9 120 MT 0 5'6" 0" 0.0 23.1 24" REF 73 26.9 gpm PATH 6 K= 5.46 24.3 psi PATH 7 FROM HYDRAULIC REFERENCE 50 TO 74 HEAD 50 29.1 1" 0 0 2'3" 10.2 fps 27.3 27.3 -8" 0.42 gpm/sq ft 1.087" 1 0 5'0" 0.219 1.6 0.3 8" K= 5.60 29.1 120 MT 0 713" 0" 0.0 27.0 24" REF 74 29.1 gpm PATH 7 K= 5.41 28.9 psi PATH 8 FROM HYDRAULIC REFERENCE 57 TO 75 HEAD 57 32.5 1" 0 0 1'0" 11. 3 fps 34.0 34.0 -8" 0.46 gpm/sq ft 1. 087" 1 0 5'0" 0.268 1.6 0.4 8" K= 5.60 32.5 120 MT 0 6'0" 0" 0.0 33.6 24" REF 75 32.5 gpm PATH 8 K= 5.44 35.6 psi : 1. Sprinkler heads: Tyco Tyco 2. Pipe: Cleary Fire Protection, Inc. 11919 W 1-70 Frontage Road North, Unit #116A Wheat Ridge, Colorado 80033 Phone (303) 425-6678 Fax (303) 403-8173 Fire Sprinkler System Product Submittal For ST. JOSEPH HALL RENOVATIONS 4655 Harlan Street Wheat Ridge, CO 80033 Model TY-FRB (Upright and Pendent) Model TY-FRB (Sidewall) Wheatland Tube Wheatland Tube Schedule MT (Threaded Pipe) Schedule MF (Grooved Pipe) 3. Fittings: Star Victaulic Victaulic 4. Valves: Ames Central Central Croker 5. Electrical: Potter 6. Hangers: PHD PHD PHD Algeo Cast Iron Threaded Fittings FireLock Fittings FireLock Couplings Model C200 Double Check Assembly Riser Manifold Model 590F Check Valve Fire Department Connection SASH Series Horn/Strobe Hanger Rings All Thread Rod Top Beam Clamps Sammy Screws (Wood/Metal) . f tqc:olFire & Building / Products Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500 - Customer ServtcelSa/es: Tel: (215) 362-0700 I (800) 523-6512 Fax: (215) 362-5385 Series TY-FRB - 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor. Upright and Pendent SprInklers described In this data sheet are quick response - standard cover- age, decorative 3 mm glass bulb type spray aprlnklers designed for use In light or ordinary hazard, commercial occupancles such as banks, hotels, shopping malls, etc. The reCessed version of the Series TY-FRB Pendant Sprinkler, where ap- plicable, Is Intended for use In areas wIlI1 a finished ceilIng. It uses eI1her a two-pl_ Sty/e 10 (112 Inch NPT) or Style 40(314 Inch NPT) R_ssed es- cutcheon with 112 Inch (12,7 mrn) of recessed adjustment or up to 3/4 Inch (19,1 mm) 01 total adjustment from the /lush pendant position, or a lwo-pl_ Sty/e20 (112 Inch N~ (3/4 Inch NPT) Recessed wIlI1 1/4 Inch (6,4 mm) of recessed adjust- ment or up to 112 Inch (12,7 mm) of total adJustmant from the ftush pen- dent position. TheadJustment provided by the R_ssed EscutcheOn reduces the accurecy to which the foxed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- IMPORTANT Always refer to TechnIcal Data Sheet TFP700 for the "INSTALLER WARNING" that provides, cautions with respect to handling and Instal- lation of sprfnkler systems and com- ponents. Impr0p6r handling and In- stal/ation can permanenlly damage a sprinkler system or Its compo- nents and cause the sprfnkler /0 fal/ /0 Op8ll1te In a tire situation orcause It to Op8ll1te prematurely. Palle 1 of 8 mospheres. Although corrosion resis- tant coated sprinklers heve raSSed the standerd corrosion tests 0 the appli- cable approval agencies, the testing Is not representative of ail possible cor- rosive atmospheres. Consequently, " Is recommended that the end user be consulted with respeclto the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature. concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers wtil be exposed. An intermediate level verslons of the Series TY-FRB Pendent Sprinklers are detailed In Technical Data Sheet TFP356, and Sprlnkler Guards are de- tailed In Technical Data Sheet TFP780 WARNINGS The Serfes TY-FRS Sprfnklers de- scrfbed herein must be tnsts/Jed and maln/ainad In complfanc8 with this document, as wen as wtth the applica- ble standatdS of the NetJonal Firs Pro- tection AssocIation. In addition /0 the standatdS of any other authorItieS hev- Ing jurfsdlcl/on. Fllllure to do 80 /MY fmp8lr the performance of theae de- vices. Tha owner Is IlIsponslble for maintain- Ing their tirs protection system and de- vlcas In proper opelllting condlt1on. The Installing contrllctor or sprfnkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY1131 - TY1231 - TY2131 - TY2231 . TY3131 . Upright 2.8K, 112"NPT Pendent 2.8K, 112"NPT Upright 4.2K, 112"NPT Pendent 4.2K, 112"NPT Upright 5.8K, 112"NPT '\ .lULY, 2004 .' J TY3231 . TY4131 - TY 4231 - Pendant 5.6K, 112"NPT iC" Upright 8.0K, 314"NPT Pendent 8.0K,3I4"NPT T'echnical Data Approvals UL and C-UL Usted. FM, LPCB, and NYC Approved. (Refer to Table A for complete approval Information Including corrosion resls- tantstatus.) Maximum Working pressure 175 psi (12,1 bar) Dlscharga Coefficient K = 2.8 GPMlpsl112l4O,3 LPMlbar112) K = 4.2 GPM/psl'l2 60,5 LPMlbar'12) K = 5.6 GPM/psl'l2 (80,6 LPMlbar112) <E-- K = 8.0 GPMlpsl'l2 (115,2 LPMlbar'l2) Temp_ure Ratings Refer to Table A and B TFP171 Page 2 of 8 ESCUTCHEON PLATE SEATING SURFACE STYLE 10 or 20 RECESSED ESCUTCHEON 2-1/4' (57.2mm) SSP DEFLECTOR' PENDENT L WRENCH FLATS 2-718" (73.0 mm) DIA -J RECESSED PENDENT 1-Frame 2 - Button 3 - Sealng .........bly 6-Oeftector 7 - Bushing .-BuIb 5 - Cornpr"~ - ESCUTCHEON PLATE SEATING SURFACE 7/10'(11,1mm) 112' .. NOMINAL NPT MAKE~N ~ ---r STYLE 10 or 20 RECESSED ESCUTCHEON 2-3110' (5MI~1_]~_. IT L WRENCH FlATS 2-7/ff' (73,0 mm) DIA. -J RECESSED PENDENT SSP DEFLECTOR' PENDENT 1..Frwne 2-_ 3 - Sealing Assembly 6 .. Def\ecIOr 4-BuIb 6-Compleaion - SSU' DEFLECTOR TFP171 7/10' (11.1mm) NOMINAL MAKE~N I I 2-3110' ---1 (55.6 mm) 1I2'NP~ 6 5 4 2 3 UPRIGHT ssu' DEFLECTOR 7 CROSS SECTION 7/16' (11,1 mm) NOMINAL MAKE~N I I 2-3116' ---1 (55,6 mm) 112'NP~ 6' UPRIGHT Anlsltes Sprinkler: Refer to Table A a)'ld B Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Bulb .. . . .. .. .. .... Glass Compression Screw ..... Bronze Denector. . . . . . . CopperlBronze Bushing (K=2.8) ....... Bronze * Temperature rating Is indicated on deflector or adjacent 10 orlflce seat on frame. "Pipe Ihread connections per ISO 7/1 can be provided 00 spec:IaIAlquest. FIGURE 1 QUICK RESPONSE SERIES TY-FRS UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT . TemperalUr8 raUng Is indicated 00 defleclor or edjacant k> or1flce seat on frame. "PIpe _ COl._IS per ISO 7/1 can be provlded 00 speclal request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT Physical Characteristics Frame. . . _ . . . . . . . . . Bronze ButlDn. . . . . . . . . Brass/Copper Sealing Assembly . . . . . . . . . . . . . . _ Beryllium Nickel wlTenont .' f 5 4 2 3 CROSS SECTION Operation The glass Bulb contains a nuid which expands when exposed to heat. When the rated temperature Is reached. the fluid expands sufficiently to shaller the glass Bulb, allowing the sprinkler to activate and water to now. '" lB E ~ l- i ~ g> a: ! c5 +- 7118'(11,1 mm) V,Z- ** NOMINAL NPT --.::r~N ---r L WRENbH FLATS 2-718' (73,0 mm) DIA. ---1 RECESSED PENDENT TFPf71 ESCUTCHEON PlATE SEATING SURFACE 2-ailS' (55,8 mm) SSP DEFLECTOR' PENDENT 1 - Frame 2 . 8utton 3 - Sealing Assemllly STYLE 10'" 20 RECESSED ESCUTCHEON "-Bulb 5. eompr_ Screw 6 - Deflector Palle 3 of 8 ssu' DEFLECTOR S' 5 7/1S' (11,lmm) NOMINAL MAKE.IN I I 2-ailS' -.-i (55,S mm) 1I2"NP~ 4 2 3 UPRIGHT CROSS SECTION . Temperature rating is indicated on deflector or adjacent to ortflce seat on frame. "Pipe lhread oomeclioos per ISO 7/1 can be provided on special request. FIGURES QUICK RESPONSE SERIES TY-FRB UPRIGHT (7Y3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTDR, 1/2 INCH NPT ESCUTCHEON PlATE SEATING SURFACE 112"(12,701111) 314- ** NOMINAL NPT MAKE.IN ---1 STYLE 30 '" 40 RECESSED ESCUTCHEON 2-&'1e- (58,7 01111) SSP DEFLECTOR' PENDENT -, ssu' DEFLECTOR 8' 5 4 2 3 L I WRENCH FLATS 2-718' (73,0 01111) OIA. --1 RECESSED PENDENT CROSS SECTION , T_18Iure rating Is indicated on delleclor '" adjacent 10 or1lIca _ on trame. "Pipe 1hraIld ClOI.18C\Ions per ISO 7/1 can be provIdad on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY42S1) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT 1.Frame 2-_ a-Seeling -Illy Design Criteria The Series TV-FRS Pendent and Up- right Sprinklers are Intended lor fire protection systems designed In ac- cordance with the standard Installation rules recognized by the applicable Ustlng or Approval agency (e,g., UL 4. Bulb s. CompreMlon Screw 6 - Oeftector Ustlng Is based on \he requirements of NFPA 13, and FM Approval Is based on the requirements of FM's Loss Pre- vention Data Sheets ). Only \he Style 10, 20, 50, or 40 Recessed Escu1ch- eon, as applicable, Is to be used for recessed pendent Installations. Installation The Series TV-FRS Sprinklers must be Installed In accordance wllh \he Iollow- Ing Instructions: NDTES Do not InstsJl any bulb type sprinkler II the bulb Is cracked or the/8 Is " loss 01 liquid lrom the bulb. WIIh the sprinkler .' f Page 4 of 8 SPRINKLER RNISH (See -71 K TYPE TEMP. BULB NATURAL I CHROME IF WHITE"*" LIQUID BRASS PLATED POLY 135'FI57"C Orange PENDENT 155'FI68"C Red (TY1231 ) 1,2,3.5 and 17S'F/79"C Yellow UPfUGHT 200"FI93"C G~ (TY1131) 2.8 286'F/141"C Blue 112' NPT 135"FI51"C Orange RECESSED 155"F168"C Red PENDENT (TY1231)' 17S'F/79"C Yellow F'llIureS 2OO'FI93"C G~ 1,2,5 135'FI57"C Orange RECESSED 155"FI86"C Red PENDENT (TY1231)" 17S"F/79"C Yellow fig...., 200"FI93"C G~ 135'FI57"C Orange PENDENT 155'FI68"C Red (TY2231) and 17S"F/79"C Yellow UPRIGHT 2OO"F193"C Green 4.2 (TY2131) 288"F/141"C Blue 1/2" 1,2 NPT 135"F157"C Orange RECESSED 155"F168"C Red PENDI!HT (TY2231)" 17S"F/79"C Yellow FIgure 7 2OO"F193"C Green 135'FI57"C Orange RECESSED 1~ Red PENDENT (TY2231)" 17S"F/79"C Yellow figure 8 2OO"F193"C G~ NOTB: 1.l.Iol8d by Underwriters Labor8Ior1es, Inc. (Ut) as QuIck Response SpffnklelS. 2.l.Iol8d by Underwriters l6bol.'" Ies, lno. lor use In Cenada (c-lJL) as QUck Response Spffnklers. 3. Appn>\Ied by Fec:tory MUlUaJ _"'" Corporation (FM) as Quick Response SprIn- klets. S. Appn>\Ied by Ihe CIty 01 New '\bfI< ....... MEA 354-o1-E. 7. Where Polyester Coated Spffnklers ere nol8d to be UL and C-UL LIsled. Ihe sprin- klers ere UL and c-UL LIsled as Corroslon _ Spffnklers. , Inslalled wIIh SlyIe 10 (1/2" NPT) or SlyIe 40 (314' NPT) 3/4' ToIeI AdJusImenI Recessed Esculcheon, as eppIlcabIe. " Inslalled wIIh SIyIe 20 (1/2" NPT) or SlyIe 30 (3/4' NPT) 112' ToIeI Adjustment Recessed Esculcheon, as eppIlcable. - Frame and 08lIecl0r only. Ustlngs and epprovals apply to color (Speclel Onle<). Nt'" Not Avelleble TABLE A LABORATORY USnNGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS held horizontally, a small air bubbla should be prasent. The disrneterot the Bir bubb/6 Is spproKlmately f/f6 Inch (f,6 mm) for the f35"F/57"C to 3/32 Inch (2,4 mm) for the 286'FI14f'C tempera/urs ratings. A leBk t/ght f/2lnch NPT sprinkler joint should be obtBinod with a torque of 7 to f4 fUbs. (9,5 to f9,O Nm). A maxi- mum of 2f h. /bs. (28,5 Nm) of tCHque may be used to InstBiI sprinklers with f/2 NPT connections. A leak tight 3/4 .' f TFP171 Inch NPT sprinkler joint should be ob- talnod with a torque of fO to 20 ft/bs. (f3,4 to 26,8 Nm). A maximum of 30 h./bs. (40,7Nm) ottorque/s to be used to Install sprtnklers with 3/4 NPT con- nect/ons. Higher Ie",,'s of tCHque may distort the sprinkler Inlet and cause leakage or impslnnent of the sprinkler. Do not attempt to mBka-up for Insuffi- ciant adjustment In tha esoutchaon plate by under- or over.t/ghtenlng the sprinkler. Readjust the position of the sprinkler Btting to suil. The Series TV -FRB Pendent and Up- right Sprinklers must be installed in accordance with the following Instruc. tions. Step 1. Pendent sprinklers are to be installed in the pendent poshian, and l4lrlght sprinklers are to be installed in the upright pashian. Step 2. WIth pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler Into the sprinkler fitting. Step 3. Tighten the sprinkler Into the sprinkler fitting using only the W- Type 6 Sprinkler Wrench (ReI. Figure 13). With reference fa FIg..es 1, 2, 3, and 4, the W-Type 6 Sprinkler Wrench Is to be applied to the sprinkler wrench f1a1s. The SerIes TV-FRB Reoessed Pen- dent Sprlnldera must be InStalled In accordance with the folloWIng lnStruC- tions. Step A. After Ins1aDlng the Style 10. 20, SO, or 40 Mounting Plate, as appli- cable, over the sprinkler threads SlId with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler Into the sprinkler fitting. Step B. Tighten the sprinkler Into the sprinkler fitting using only the W- Type 7 Recessed Sprinkler Wrencll (Ref. Fig..e 14). With reference to FIgure 1, 2, 3, and 4, the W- Type 7 Recessad Sprinkler Wrench Is to be applied to the sprinkler wrench 11a1s. Step C, Alter the ceiling has been In- stalled or the finish coat has been ep- piled, sllda on the Style 10, 20, 30, or 40 Clos..e over the Series TV-FRB Sprinkler and push the Closure over the Mounting Plate until Its flange comes In contact with the ceiling. TFP171 Page S ot8 SPRINKLER RNISH (see _ 8) K TYPE TEMP. BULB NATVRAL I CHROME WHITE""* LEAD LIQUID BRASS PLATa) POL._.~ COATa) 135"FJ57"C Orange PENDENT 1ssoFI6lrC Red (TY3231 ) 1,2,3,4,5.6,7 1,2,3,5 ond 175OF~C Yellow f UPRIGHT 200"F/93"C Green 5.6 (TY'131) 286OFI141"C Blue 112' NPT 135OFJ57OC Orange RECESSED 1ssoFI6lrC Red PENDENT 1,2,4.5 NlA (TY32'1)O 175OFf79"C Yellow Figure 9 2OOoFJ93OC Green 135OFI57"C Orange ~/ RECESSED ISS"F16lrC Red ~ PENDENT 1.2,3,4,5 1,2,4,5 NlA (TY3231l"" 175"Ff7g'C Yellow FIgure 10 200"F/93"C Green 135OFJ57"C Orange PENDENT IssoFI6lrC Red (TY4231) 1,2,5 ond 175"Ff7g'C Yellow 1,2. 3,4. 6,6. 7 UPRIGHT 200"F/93"C Green 8.0 (TY4131) 2ll6"F/141"C Blue 314' NPT 135"FJ57"C Green RECESSED ISS"F16lrC Orange PENDENT 1,2.4,5 NlA (TY4231)" 175"Ff7g'C Red FIgure " 200"FJ93"C Ye_ 135"F/57"C Orange RECESSED 1ss<F16lrC Red PENDENT 1,2,3,4,5 NlA {TY4231l"" 175"Ff79"C Yellow FIg... 12 200"FJ93"C Gnlen II01'ES; 1. LIsI8d by Underwrilers Labore-. lno. (UL) as QuIck FIeoponse SprinIde<8. 2. LIsI8d by U__ Labore-. lno. lor.... In Cenada (c-tJL) 88 QuIck Response Sprinklers. 3. AppnMd by FacIory Mutual Researdt Corporation (FM) as QuIck Response Sprinklenl. 4. AppnMd by the Loss _ Cer1IfIcatlon Iloerd (lPCB Rei. No. 007k/04) as Quick Reoponse Sprinkler8; '-ever, "'e !PCB does not rate the f1ennaI sensltIvlty 01_ oprtnkle... 5. AppnMd by the CIty 01 New Yor1< ..,der MEA 354-01-1:. 6. VdS AppnMd (For detaRs _1yco Rre & Building Pnlducts, Enschede, N-.... Tel. '1~SX '1-63-428-3377). 7. AppnMd by the Loss "-'!ton Cer1IfIcatlon Boanl (lPCB Ref. No. 094aIIl6) as QuIck Response SpffnIdors. 6. Whore Polyester Coaled and Lead Coaled Spr1nklelll'" noted to be UL end c-tJL UsIed,"'e oprtnklelll... UL ond C-UL lJsled sa Corrosion Resistant Spr1nklenl. Whore Load Coaled SpffnIdoIll ... noled to be FM Approved, the oprtnklenl... FM AppIOYed as a Corrosion Raslstant Spr1nklers. o Installed wfth SIyIe 10 (112' NPl) or SlyIe 40 (314' NPl) 314' Total AdJuatmanl Recessed -. as applicable. " Installed wfth Style 20 (112' NPl) or SlyIe 30 (314' NPl) 112' Total AdjUSlmenl Recessed EsaJlcheon, as eppllcable. - F<ame and DelIeclor only. Usllngs and approvals epply to color (Special Order). NlA: Not Available TABLE B LABORATORY USnNGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS f Page 8 of 8 2-718' DlA. ;l (73,0 nwn) 2-1/". DCA. -:1 (57,2nwn) r I ClOSURE SERIES TY-I'RB 314" 18,1mm lW (6.4 nwn) MOUNTING PLATE '18' (3,2mm) =1 ., ,:::J 13116" (20,6 mm) CLOSURE TFP171 2-718' DlA ;l (73,0 nwn) 2-1"'" DCA. (57,2nwn) 11 SERIES lY-FRIl 118' (3,2mm) =1 ~ 1-1116" (V,a mm) FIGURE 5 SERIES TY-FRS RECESSED PENDENT WITH TWo-PlECE S/4INCH TOTAL ADJUSTJIIENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT FIGURE 6 SERIES TY-FRS RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTJIIENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2/NCH NPT &'&.1:1/4" (1'.W,4mm) 2-718' DIA ;l (73.0 mm) 2-114" OIA. ----j (57,2nwn)rl CLOSURE SERIES lY-FRIl 3/4" 181mm 114' (6,4 nwn) MOUNT1N<l PlATE 118' =f -, ::J 1lI4' (18.1 nwn) Q.OSURE 2-718' DlA ;l (73,Onvn) 2-'14' DlA (57,2 nvn) 11 SERIES rHRIl l'(25,4mm) FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE S/4/NCH TOTAL ADJUSTJIIENT STYI..E 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2/NCH NPT FIGURES SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2/NCH TOTAL ADJUSTII/ENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR. 1/2/NCH NPT Care and Maintenance The Series TY-FRB Sprinklers must be maintained and serviced In accord- ance with the follDwlng Instructions: NOTES Belore clOSing a fire prolection syslflm main control valve for mdintenance worlc on the fire proteclion system /hat n controls. pennlsslon to shul down /he affected fire protection system must be obtained from /he proper authorities and all personnet who may be affected by /his action must be notified. Absence of an escutcheon, which Is used to C(JIIer a clearance hote, may delay /he lime to sprInlder operation In a fire situation. SprInklers that are found 10 be leaking or exhibiting visible signs Df corrosion must be replaced. AutDmatlc sprinklers must never be painted, plated. coated Dr Dtherwlse altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not oparated. should be replaced n they cannot be completely cleaned by wiping the sprinkler wtth a cloth or by brushing It with a 80ft brlstie brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, f end after Installallon. Sprinklers dam- aged by dropping, strtklng, wrench twist/slippage, or tha like, must be re- placed. Also, replace any sprinkler !hat has a cracked bulb or !hat has lost liquid from its bulb. (Ref. Installation Section). Frequent visual Inspections are rec- ommended to be Initially performed tor corrosion resistant coated sprinklers. after tha Installation has been com- pleted, to _Ify!he Integrl1y of !he cor- rosion resistant coating. Thereafter, annual Inspections per NFPA 25 should suffice; however, Instead of In- specting from !he floor level, a random sampling of close-up visual Inspac- lions should be mede, 80 as to better determine tha exact sprinkler condl- TFP171 2-718' OIA. ;l (73,omm) 2--1'''. DIA. ----1 (57,2mm) rl CLOSURE 31". 19,1mm ,I<' (6,4 mm) MOUNTING PlATE '18' (3,2mm) =1 ::J 314"(19,1mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TW()..pIECE 3/4 INCH TOTAl. ADJUSTMENT STYI.E fO RECESSED ESCUTCHEON 5.6 K-FACTOR, f/2INCH NPT 2-718' OlA.=;l (73,0 mm) 2-1W DIA. -1 (57,2mm) ...11 ClOSURE SERIES lY-FRIl 2/4" 19,1 mrn '1<'(8,4mm) MOUNTlNG PlATE '3/18' (20.8 mm) FIGURE ff SERIES TY-FRB RECESSED PENDENT WITH JWO..P/ECE 1114/NCH TOTAl. ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT tion and the long term Integrity of the corrosion resistant coating, as It may be affected by the corrosive conditions present. The owner Is responsible for the In- spection, tasting, and malntanance of their fire protactfon systam and de- vices In compliance wflh this docu- ment, as well as wflh the applicable standards of the National Fire Protec- tion AssocIation (e.g., NFPA 25), In eddltlon to the standards of any other authorities having Jurlsdlcti6n. The In. stalling contractor or sprlnklar manu- facturer should be contacted relative to any questions. It Is recommanded that automatic sprinkler systams be Inspacted, tasted. and maintained by a qualified Inspection Service In accordance with WRENCH RECESS (END "B" USED FOR 314" NPTMOOELS) Page 7 of 8 2-718' DtA. ;l (73,0 mm) 2-1/4" CIA. --:i (57,2mm) r I -, '18' (3.2mm) =l ,.'W(3,'.ammJ '" (25,4 mm) CLOSURE SEAlES lY-FRB FIGURE fO SERIES TY-FRB RECESSED PENDENT WITH TW()..pIECE f/2INCH TOTAl. ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, f/2INCH NPT 1J'2 2,7mrn "4' (6,4 mm) MOUNTING PlATE -, ClOSURE SERIES lY-l'RB 1-6'1ff' mm '-'Il" (27.0 mm) FIGURE f2 SERIES TY-FRB RECESSED PENDENT WITH TW()..pIECE f/2/NCH TOTAl. ADJUSTMENT STYI.E lID RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT WRENCH RECESS WRENCH RECESS (END 'A' USED FOR 112' NPT MODELS) ~D PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRIN<LER WRENCHtNGAREA FIGURE f3 W-TYPE 6 SPRINKLER WRENCH FIGURE f4 W-TYPE 7 RECESSED SPRINKLER WRENCH local requirements and/or national codes. .' f Palle 8 of 8 PIN 57-XXX-X-XXX TFP171 TEMPERATURE RA11NG SPRINKlER 135 135"F15rC 1 NATURAL BRASS 155 155OFI68OC WHITE POL VESTER 175 175"FI79"C WHITE (RAL9010)" 200 200"FI93"C CHROME PlATED 2S6 286OFI141OC I I I MOOElJSlN 330 2.8K UPRIGHT (1I2'NPT) TY1131 331 2.8K PENDENT (1I2'NPT) TYI231 340 4.2K UPRIGHT (112"NPT) TY2131 341 4.21< PENDENT (1I2'NPT) TY2231 370 5.6K UPRIGHT (112'NPT) TY3131 371 5.61< PENDENT (112"NPT) TY3231 390 8.01< UPRIGHT (314"NPT) TY4131 391 8.OK PENDENT (314'NPT) TY4231 4 3 9 7 LEAD COATED " Eastem Hemisphere sale. only. TABLEC PART NIJIISER SELECTION SERIES TY-FRS PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire Products are _nanted eolelr bto the original Buyer for ten (10 years agalnst defecls In material and work- manship when paid for and properly Instal1ed and maintained under normal use and servICe. Thls warranty wtll ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty Is given for producta or componenta manufactured by compa- nies not afflUated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, Improper InstaUatlon, corro- sion, or which have not been Installed, maintained, modified or repelred In ac- cordance with applicable Standards of ths Natlonal Fire Protection Assocls- tiOn, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Are Products to be defective shall be either repaired or replaced, at Tyco Are Products' sols option. Tyco Are Products nellher as- sumes, nor authorizes any person to assume for II, any other obligation In connectiOn with the sale of products or perts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or Inaccurate or Incomplete Information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT UABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT UMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHAU. TYCO FIRE PRODUCTS' U- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS IIADE IN UEU OF ANY AND ALL OTHER WARRANTlESEXPRESSOR "'PL'~n IAlI!I "DINt: W~RR~NnES OF IIERCHANTABIUTY AND FIT- NESS FOR A PARnCULAR PUR- l!DJ1E. Ordering Procedure ~ DcaI distributor for avail- ab....lndfoOIethe iii'Poduct name. Refer to lie Prtce UBI for oompl'" Iotlng of Part Numbers. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify ModeVSIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler wllh (specify type of finish or coating), PIN (specify trom Table C), Receued Escutcheon: Specify: Style (specify) Recessed Es- cutcheon with (specify finish), PIN (specify). 11'2 (15 nvn) Styfo 10 OlRJme PIMed ............ PIN 68-1014-010 _ COIled ............. PIN 56-101-4-010 _ AAUlO10"........... PIN 56-101-&010 __.............. PlN56-101~0 11'2 (15 mm) Styfo 20 Ql.....~ ............ PlN56-~O _COIled ............. PIN&6-~O WIlle AAUlO10' . . . . . . . . . .. PIN &6-_0 8raM PII1ed . . . . . . . . . . . . .. PIN 6&-706-2-010 314" (20 nvn) Styfo 30 atrorne Pl8led ............ PIN 68-706+011 _.COIIed ............. PIN&6-~1 While RAI.S01O" .. .. . .. .... PIN &6-_1 BruI ptated.............. PIN 68-~2-011 314' (20 mm) Styfo 40 01..... Pleleel ............ PIN &6-_0 WhIle COIled .. .. .. ....... PIN &6-700-4-010 While AAUlO10". . .... ... .. PIN 56-7IlC>><)10 BraIa Plated . . . . . . .. .. . . .. PIN 66-100-2-010 . E81l8m Hemllphere ... only. Sprinkler Wrench: SpecIfy: W- Type 6 Sprinkler Wrench, PIN 56-000-6-387. Specify: W- Type 7 Sprinkler Wrench, PIN 56-850-4-001. TYCO RRE PRODUCTS, 451 North Connon Avenue.~, PennsylvBnIa 19446 .' I tqca / Fire & Building / Products Technical Services: Tel: (800) 381-93121 Fax: (800) 791.5500 - Customer ServlcelSales: Tel: (215) 362'()7001 (800) 523-6512 Fax: (215) 362.5385 Series TY-FRB - 5.6 K.factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General Description The Series TV-FRB, 5,6 K-Fac1or, Hori- zontal and Vertical Sidewall Sprinklers d8$Cflb8d In this data sheet are quick response - standard coverage, deco- rative 3 mm glass bulb type spray sprinklers designed for use In light and ordinary hazard, oommercial occupan- cies such as banks, hOtels, shOpping malls, etc. They ere designed for instal- lation along a wall orthe side of e beam and Just beneath a smooth ceiling. Sidewall sprinklers are commonly used Instead of pendent or upright sprlnldera due to aesthetics or buildfng construction considerations, where piping across the ceRing Is not desir- able. The recessed version of the Series TV-FRS Hortzontal Sidewall SprInkler Is Intended for use In areas wflh a finished wall. It uses a two-plece Style 10 Recessed Escutcheon with 1/2 Inch (12,7 mm) of recessed edjustment or up to 314 Inch (19,1 mm)oftotal adjust- ment from the flush sidewall poslllon, or a two-pIece Style 20 Recessed Es- cutcheon with 1/4 inch (6,4 mm) of recessed adlustment or up to 1/2 Inch (12,7 mm) 01 total adjustment from the flush sidewall position. The adjustment IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNfNG" /hat provtd6s cautions with respect to handling ahd Instal- lation of sprinkler systems and com- ponents. Improper handling and In- stallation can pennanenlly damage a sprinkler syslem or Its compo- fHln/s and cause the sprinkler 10 fall to operaleln a fire situation orcause It to operale prematurely. Page 1 of 6 provided by the Recessed Escutcheon reduces the eccuracy to which the lixed pipe nipples to the sprinklers must be cuI. Corrosion resistant coatings, where applicable, are utilized to extend the IlIe of <;opper alloy sprinklers beyond that which would otherwise be 0b- tained when exposed to corrosive at- mospheres. Although corrosion resls. tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing Is not representative of all possible cor- rosive atmospheres. Consequently, II Is recommended that the end user be consulted with respeclto the suitability of these coatings for any given c0rro- sive envlrorvnent. The e/lects of ambI- ent temperature, concentration of chemicals, and gas/chemlcal velocity, shOuld be considered, as a minimum, along wflh the corrosive nature of the chemical to which the sprinklers will be exposed. WARNINGS The Series TY-FRB Sprinklers de- scribed herein musl be Installed and maintaIned In compliance wfth this documen~ as we" as wtIh Iha applica- ble standards of Iha National Rre Pro- tection Association, In additiOn to the standarr1s or any olller au/hOrll/es hev- Ing Jurisdiction. Fllllure to dO ISO may Impair the parfonn8nce of u.- de- vices. The owner Is responsible for maintain- Ing /heIr fire prolectlon system and de- vices In proper operaling condl/Jon. The Installing contractor or sprinkler manufacturer should be conlacled with any questions. Model!Sprinkler Identification Numbers TV3331 - Horizontal ~ TY3431 - Vertical JULY, 2004 .' I Technical Data Approvals UL and C-UL Usted. FM, LPCB, and NYC Approved. (Refer to Table A for complete spproval Information including corrosion resis- tant status.) Mulmum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 5.6 GPMlpsII/2 (80,6 LPMA>arl/2) Temperature Ratings Refer to Table A Anlshes Sprinkler: Refer to Table A Recessed Escutcheon: Whfte Coated, Chrome Plated, or Brsss Plated J J 1 ~ .s .. TFP176 Page 2 of 6 TFPt76 SPRINKLER FINISH (_ _11) K TYPE TEMP. BULB NATURAL I CHROME WHITE""" LEAD UQUlD BRASS PLATED POL VESTER COATED 135.FI57"C Orange HORIZ. 1SS.FI68"C Red ~ SIDEWALL 1,2,3,4,9,10 1,2,3,9 1,2,3,9 (TY3331 ) 175.FI79"C Vellow 2OO"F193"C Green ~ 5.6 286OF/141OC Blue 112' NPT RECESSED 135.F/57"C Orange HORlZ. 1SS"F168"C Red SIDEWALL 1,2,4,9,10 1,2,9 NlA (TY3331). 175.Fn9"C Vellow Flgunt3 2OO.FI93"C Green RECESSED 135.F/57"C Orenge HORIZ. ISS.FI68"C Red SIDEWALL 1.2,3,4.9 NlA (TY3331)~ 175"F179"C Vellow figure 4 200"FI93"C Green VER11CAL 135"F157"C Orange SIDEWALL ISS"F168"C Red 5.6 (TY3431) 5.6.7,8,9 5,6, 7,9 112' _led 175"F179"C VeIIow NPT - 2OO"F193"C Green or .~ 286"F/141"C Blue NOTU: 1. Uol8d by U_ l.8bonIIorIe8, Inc. (UL) os QuIck Aesponoe SpmIdeIS lor use In UghI and Onflnary HezeId 0ccupencIes at a 410 121nd1 (100 to 300 mm) kip of _10 coIIlng_. 2. Uol8d by UndelW1'IIara l..aborato<laalnc.lor U881n ~ (C-UL) os QuIck Aesponoe SprinfdeIS lor use In LIght and Onflnary Hazan! Occupenclos at a 410 12 Ind1 (100 10 300 mm) lop of _10 callng___ 3. AppnMod by Fac:lory Mu1U81 _ Cofporallon (FM) os Quick Reapo".. SprInIdera lor use In LJg1t HezeId 00cupencIea at a 410 121nd1 (100 to 300 mm) kip of _10 c:eI1Ing dIsIance. .. AppnMod by the Loas _tion Cer1IlIcalIon Board (l.PCB ReI. No. 007a/04) ata 410 61nd1 (100 10 150 mm) kip of do_to oeIlng d_ The LPC does notlSlI the _ 88I181!v1ly 01 hortzllnlal_1 spmk1er8. 5. Uol8d by UndelW1'IIara l.8bonIIorIe8, Inc. os QuIck Roaponaa SprinfdeIS lor U88 In LIght and Onflnary HezeId 00cupancIas. 6. Uol8d by Undafwrl:ara Laboo_1or use In Canoda (C-tlL) as QuIck Aesponoe SprInIdera lor U881n UghI and Onflnary HezeId 00cupencIea. 7. AppnMod by Facto<y Mu1U81 Researdl Cofporallon (FM) os Quick ReapoII88 SprInkIaralor use In ugrt HezeId Oocupancles. 8. AppnMod by lhe Loas _tion Ca<1Ifk:ation Board (LPCB Rei. No. _ & 0070104) os Quick Roaponaa Spmkl.... 9. AppnMod by1l1e CIty of New 'lbr1< _ MEA ~1-E. 10. AppnMod by the L088 _n Ca<1Ifk:ation Board (lPCB Ref. No. 094aA16) 81 a 410 61nd1 (100 to 150 mm) kip of _10 c:eIIIng dlsl8nce. The LPC doea not ralllhe 1I1ennal88l181!v1ly 01_ 01_1 spmldelS. 11. Whent Polyester Coated and Lead CoeIed SprInkIara .... noted 10 be UL and C-UL LIsted, lhe spmldelS ara UL and C-tlL Uol8d os Comlalon -.ant SprlnldelS. Where Leed CoeIed Spmklara are noI8d 10 be FM AppnMod, 1I1e IprlnldelS are FM AppnMod os ComloIon Resistent SpmIdelS, . InslalIed with Style 10 (112' NPl) 314' Total Adjualmenl Rocesoed Esadcheon. ~ InslalIed with SIyIe 20 (112" NPl) 112. Total Adjualmenl Rocesoed E8aJlcheon. - Frame and delleetor only. listings and epprovals epply 10 lXllor (Special Qnler). TABLE A LABORATORY USnNGS AND APPROVALS Phyalcal Characterlstlca Frame. . . . . . . . . . . . . Bronze Bwmn. . . . . .. . . Br~~ Sealing Assembly . . . . . . . . . . . . . .. Beryllium Nickel w/Teflont Bulb. . . . . . . . . . . . . . . Glass Compression Screw . . . . . Bronze HSW Deflector . . . . . . . . Bronze VSW Deflector , . , . . . . . Copper Pate_ U.S.A. 5,Bl 0,263 Operation The glass Bulb contalns a fluid which expands when exposed to heat. When the rated temperature Is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. .' f TFP176 Design Criteria The Series TV.FRB Horizontal and Vertical Sidewall Sprinklers are in- tended for flre protection systems de. signed in accordance with the stand. ard Installation rules recognized by the applicable Listing or Approval agency (e.g., UL Ustlng Is based on the reo qulrements of NFPA 13, and FM Ap- provalls based on the requiraments of FM's Loss Prevention Data Sheets). Only the Style 10 or 20 Recessed Es- cutcheon, as applicable, Is to be used for recessed horizontal installations. Installation The Series TV-FRB Sprinklers must be Installed In accordance wIIh the follow- ing Instructions: NOTES Do not Install eny bulb type sprinkler If the bulb Is cracked or there Is a lOsS of Hquld from /he bulb. With /he sprinkler held horizontally, a sman air bubble shOUld'" present. The diameter of the air bUbbIa Is approximately 1116 Inch (1,6 mm) for the 135"F/5.,.C to 3/32 Inch (2,4 mm) for the 2/J60F1141OC ISmperefUre ret/ngS. A leak tight 1/2 Inch NPT sprinkler joint should ". obtained with a torque of 7 10 14 ft./bs. (9.5 10 19.0 Nm). A maxi- mum of 21 ft. Ibs. (28.5 Nm) of torque may be used 10 InSIBII sprtnklelS with 1/2 NPT connecIfons. Higher levels of IOrque may tllsloII /he sprinkler end causa /eak8ge or Impairment of the sprinkler. Do not at/empt to make-up for InSuffi- cient adJustment In the escutcheon plate by under- or over-tightenlng the sprinkler. ReadJusl/he post/Ion of the sprinkler lilting 10 suit. The SerIH TV-FRB Horizontal and Vertical Sidewall Sprlnldara must be installed in accordance with the follow- Ing Instl\lCllonS. Step 1. Horizontal sidewall sprinklers are to be Installed In the horizontal position with their centerline of water- way perpendicular to the beck wall and perallel to the ceiling. The word "TOP' on the Deflector Is to lace towards the ceiling. . Vertical sidewall sprinklers are to be installed In the pendent or upright po- sition with the arrow on the Deflector pointing away from the wall. Step 2. With plpe thread sealant ap- plied to the plpe threads, hand tighten the sprinkler Into the sprinkler fitting. DEFLEClOR HAT L,-,~. (46,0 mm) CENTERUNE OF SPRINKLER WATEPrNAV Palle 3 of6 6'* 4 2 3 WRENCH 112" ** FLATS NPT 7/16' ] ~I~~ MAKE~N 1~112. (38,1 mm) 2-3116' (55,6 nm) I~ I" SURFACE STYLE r 10or2O - RECESSED ESCUTCHEON 2-7~DIA. (73,Onm) 1 ~ Fn1m8 2-1lulton 3-_ -Illy 4 - Bull 6 - ConlpAleolon - s - DelIocIor o Ternpemllre reUng Is indicated on dellecIor or adjacent to orIflca _ on framo. "PIpe _ connecllono per ISO 7/1 can be pnMded on spectol request FIGURE 1 5.6 K-FA(ffOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS Step 3. Tighten the sprinkler Into the sprinkler filling using only 1I1e W- Type 6 Sprinkler Wrench (Ref. Figure 5), With reference to Figure 1 or 2, the W- Type 6 Sprinkler Wrench Is to be applied to the wrench flats. The Serlea TV-FRB Recessed Hori- zontal Sidewall Sprlnldars must be Installed In accordance with the follow. Ing Instructions. Step A. Recessed horizontal sidewall sprinklers are to be Installed in the horizontal position wIIh their centerline of waterway perpendicular to 1I1e beck wall and parallel to the ceiling. Tho word "TOP' on the Deflector Is to lace towards the ceiling. Step B. After installing the Style 10 or 20 Mounting Plate over the sprinkler threeds, hand tighten 1I1e sprinkler Into the sprinkler fitting. Step C. Tighten the sprinkler Into 1I1e sprinkler filling using only the W- Type 7 Recessed Sprinkler Wrench (Ref. Figure 6). WIth reference to Figure 1, the W- Type 7 Recessed Sprinkler Wrench Is to be applied to the sprinkler wrench flats. Step D, After the ceiling has been In- stalled or 1I1e finish coat has been ap- .' f Page 4 016 piled, slide on the Style 10 or 20 Clo. sure over the Series TY-FRB Sprinkler end push the Closure over the Mount- Ing Plate until Its flange comes In con. tact with the ceiling Care and Maintenance The Series TY-BFR Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system thet n controls, permission 10 shut down the affected fire protection system must be ObtBined from the proper authorities snd 811 personnel wIIO may be affected by this aellon must be notffled. Absence of an escutcheon, which is used 10 cover a clearance hole, may delay the time 10 sprinkler operation in a fire sltuallon. Sprinklers that are found 10 be leaking or exhibiting visible signs Of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise eltered alter leaving the factory. Modi- fied sprinklers must be replaced. Sprtnklers that have been exposed to corrosllle products Of combustion, but have not operated, should be replaced If they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing It with a soft brIsUe brush. Care must be exercised to avoid dam- age 10 the sprinklers - before, during, end efter Installation. Sprinklers dam- aged by dropping, striking, wrench twlst/allppage, or the nke, must be re- placed. Also, replace eny sprinkler that heS a cracked bulb or that has lost liquid from I1s bulb. (Ref. Installation Section). Frequent vISual Inspeclions are rec- ommended to be Inltialty performed for oorroelon reslstant coated sprinklers, after the Installation has been com- pleted, to verify the Intagrlty Of the cor- rosion resistant coating. Thereafter, annual Inspections per NFPA 25 should suffice; however, Instead of In. specting from the floor level, a random sampling of close-up visual Inspec- tions should be made, so as to better determina the exact sprinkler condi- tion and the long term Integrity of the corrosion resistant coating, as It may be affected by the corrosive conditions present. The owner is responsible for the In- ESCUTCHEON PLATE SEATING SURFACE 7/'6' (1',lmm) 112" ** NOMINAL NPT MAKE.IN ~ ---r 2-3116" (55.6 non) SHOWN PENDENT 1-Frame 2 - Button .-SeaIIng Aa8emb1y TFP176 ARROW MUST POt~ AWAY FROM AND BE PERPENDICULAR TO THE BACK WAll SURFACE 5 4 2 3 SHOWN UPRIGHT CROSS SECTION 4-BuIb 5-Com_ Screw 6-0eIIe0I0l' 7- _ Spring . Temperatunt Rlting Is Indlcatsd on defleclor or adjacent to orIflca seat on frame. .. Pipe thntad oonnec:tlons per ISO 7/1 can be provided on special request FIGURE 2 6.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB VER77CAL SIDEWALL (TY3431) SPRINKLERS apection, testing, and maintenance of their fire protecUon systam and de- vICes In compliance with this docu- man~ as well as with the applicable standards Of the National Are Protec- tion AssocIation (e.g., NFPA 25), In addilion 10 the standards Of any other authorities having jurisdICtIon. The In- stalling contractor or sprinkler manu- facturer should be contacted raiaUve to any questions. It Is recommended that automatic sprinkler systems be Inspected, tested, and malntelned by a qualified Inspection Service In accordance with local requirements andlor national codes. I.imited Warranty Products manufactured by Tyco Fire Products are warranted soleiy to the original Buyar for ten (10) years against defects In material and work. manshlp when paid for end properly Installed and melntelned under normal use and service. This warranty will ex- pire tan (10) years from date of ship, .' I mant by Tyco Fire ProducIs. No war- ranty IS given lor products or compo- nents menufactured by companies not affiliated by ownership with Tyco Fire Products or for producls and compo- nents which have been slbject 10 mis- use, Improper Installation, corrosion, or which have nolbeen Installed, main- Ialned, modified or repaired In accord- ence with applicable Standards of the National Fire Protection Association. andlor the standards of any other Authorities Having Jurlsdicllon. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products'sole option. Tyco Fire Products neither as- sumes, nor authorizes any person 10 assume for II, any other obUgation In connection with the sale of products or parts of products. Tyco Are Products shall not be responsible for sprinkler system design errors or Inaccurate or Incomplete Information supplied by Buyer or Buyer's representatives. IN NO EVENT SHAll TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABIUTY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL TFP176 MOUNTING 1 SURFACE ~ 5(8~1/4' (15,InB,4 mm) FACE OF SPRINKLER FITTING SERIES TV-FRB MOUNTING PLATE l--L- 118' I (3,2 mm) . 314' (19,1 mm) 1/4' (6,4 mm) FIGURE 3 SERIES TY~ RECESSED HORIZONTAl. SIDEWAI.I. SPRINKl.ER WITH TWo-PIECE 314 INCH TOTAL ADJUSTIIENT STYl.E 10 RECESSED ESCUTCHEON SERIES TV-FRB MOUNTING 1 SURFACE ~ 112>t118" (12,703,2 mm) FACE OF SPRINKLER FlTTING ClOSURE MOUNTING PLATE W-- 118' I (3,2 mm) 112" (12,7 mm) 1/4" (6,4 mm) FIGURE of SERIES TY-FRS RECESSED HORIZONTAl. SIDEWAI.I. SPRINKI.ER WITH TWo-PIECE 1/2 INCH TOTAl. ADJUSTIIENT STYI.E 20 RECESSED ESCUTCHEON Page 5 of 6 FIGURE 5 W-TYPE 6 SPRINKl.ER WRENCH WRENCH RECESS ~ PUSH WRENCH IN 10 ENSURE ENGAGEMENT WIlli SPRINKLER WRENCHING AREA FIGURE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH DAMAGES, INCLUDING BUT NOT UMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBIUTV OF SUCH DAMAGES. AND IN NO EVENT SHALL TVCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FnREGOING WARRANTY IS IIAOl' IN UI'U OF ANY AND ALL nmERWARRANnESEXPRI'SSOR IIIPUED INCLUDINGWARRANnES lJF III;R~H~NT41J'LITV AND FIT. NESS FOR A PARTICULAR PUR- l!DSE. f Page 6 of 6 TFPt76 PIN 57 - XXX - X - XXX 378 HORIZONTAL SIDEWALL 375 VERllCAL SIDEWALL MODEIJSlN T't'3331 TY343' SPRINKLER TEMPERATURE RATING NATURAL BRASS 135 135OFI57"C WHITE POL VESTER 155 155OFl6SoC WHITE RAUlO10)" '75 17soF/79"C CHROME PLATED 200 200"FI93OC LEAD COATED 286 286"F/141"C 4 3 9 7 TABLE B . Easlem Hemisphere sales <Xl!y. PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Ordering Procedure When p1aclng an order, Indlcata the full product name. Refer to the Price Ust for complete listing of ParI Numbers. Contact your local distributor for avail- ability. Sprinlder Assemblies with NPT Th.-cl Connections: Specify: (Speclfy ModeVSIN), Quick Response. (specify K-factor), (specify temperature rating), Series TV-FRB (specify Horizontal SIdewall or Vertical SIdewaH) Sprinkler with lspecify type of finish or coating), PIN specify from Table B). Reee.l.d Escutcheon: Specify: Style (specify) Recessed Es- cutcheon with (specify finish), PIN (specify). 112" (1S"') StyIo 10 QlI'ome _......... PIN 5&-7014-010 '12" (,s...) StyIo '0 _ Color Cooled............... PIN 5&-70'~0 112" (1Smm) StyIo 10 _ RAUI010' ....... PIN 5&-701-3-010 ,12" (,s...) StyIo 10 _ PIoted........... PIN 5&-701-.2-010 '12" ('5"') StyIo 20 QlI'ome _eel.. .. .. ... PIN 5&-705-8-010 112" (15mn1) StyIo 20 _Color Cooled.......,....... PIN 5&-705-4-010 112" (1Smm) StyIo 20 WhIte RAUIO'O' ....... PIN 5&-7~'0 '12" ('5"') StyIo 20 Bru8 Piated........... PIN 66-7()5-.2~O . Eastem HemIIphere..... only. Sprinkler Wrench: Specify: W- Type 6 Sprinkler Wrench, PIN 56-000-6-387. Specify: W- Type 7 Sprinkler Wrench, PIN 56-850-4-001. TYCO RRE PRODUCTS, 451 NOl1h Cennoo A_ lJI!1od8le, PennsyIvanIe ,_ , f WheaUand's _Mega- Thread The High Quality Alternative to Schedule 40 Sprinkler Pipe Schedule 40 strength and dependability. Better hydraulics and value. Engineered to provide greater value and reduced costs in threadable applications. Features and Benefits . Wheatland's Mega-Thread otters an inside diameter which is 3.6% larger than Schedule 40. This results in improved hydraulics, and opens the door for down-sizing when used in conjunction with Wheatland's Mega-Flow Sprinkler Pipe. . Safer to weld than many zinc-<:oated lightwall threadable products. . Wheat1and's Mega-Thread threads smoothly and easily, and requires no thread warning, . The proprietary mill coating on Wheatland's Mega-Thread extends shelf-life and eases paint application. . Offering increased strength and light weight, Wheatland's Mega-Thread helps reduce installation fatigue. . Approved for standard hanger spacing, Wheatland's Mega-Thread can be used as earthquake sway bracing and is safe to use as drops. . More widely accepted than Iightwall threadable where Schedule 40 is specified. Specifications and Approvals Wheatland's Mega-Thread is quality manufactured to meet or exceed the following standards: . ASlM A135, Grade A . ASlM A 795 . NFPA-13 . UL Listed for wet, dry and pre-action sprinkler systems. . FM Approved for use in wet systems. . Hot-dip galvanized Mega- Thread meets FM requirements for dry systems. . Rated 300 psi worlcing pressure Approved for aU 1hreaded ooupIings and welded outlets and is suilable for aU roU- grooved, and pIain-aJd fittings. Specifications and descriplions are 1ICCI1- rare as known at time of publicalion and are subject to change without notice. Specifications - \;;""~ ",. ..,.,...,.., ;;J;' ',' \,..:.... . v' ' ;$'.. ~ " " . 0'.' ' " ~ -'" - '" .''':--''~ t-~'~ .' .. 1" 1.087 1.049 1.02 1.00 .27 1.462 70 1 1/4" 1.416 1.380 1.03 1.00 .17 1.989 51 1 112" 1.650 1.610 1.02 1.00 .18 2.370 44 2" 2.117 2.067 1.02 1.00 .21 3.094 30 ~ ~ 'Calculated using StandaId UL CAR _ UL F... p_ Dil9dory. Calegory VIZY Call today for more Information, or for the name of your nearest distributor 800-257-8182, ~ Wheatland Tube Company 900 Haddon Ave.. Collingswood. NJ 08108 Tel (800) 257-8182 Fax (856) 854-0616 www.wheallaod.com , f Wheatland's _Mega-FlolM High Strength Lightwall Sprinkler Pipe Better hydraulics. Lower job costs. Wheatland's Mega-How High Strength Sprinkler Pipe features an inside diameter that's up to II % larger than Schedule 40 pipe and as much as 7% larger than Schedule 10. With the improved hydraulics of Wheatland's Mega-How, you can actually down-size the entire sprinkler system, substantially lowering your job costs without compromising quality or safety. Features and Benefits . Lightwall means lighter weight to save freight costs. . Wheatland's Mega-How is easier to fabricate. Therefore, labor and installation costs are substantially lower. . Provides the strength to comply with standard hanger spacing of 15 ft. a.c. per NFPA . Readily available in standard lengths; or it may be ordered in custom lengths. . Roll groove available from mill inventory to reduce your fabrication costs. . Durable, high quality mill coating provides a superior "primer" surface for custom paint applications. Specifications and Approvals Wheatland's Mega-How High Strength Lightwall Sprinkler Pipe meets or exceeds the following: . ASTM A 135, Grade A . ASTM A 7951Ype E. Grade A . NFPA-13 . NFPA-14 . UL Listed for use with roll grooved, plain- ended couplings, and welded joints for wet, dry preaction and deluge systems. . PM Approved for roll grooved, p1ain-ended, and welded joints for wet systems. Please refer to appropriate documentation for up-to-daIe listing and approval infonnalion. spocitic:alions and descriptions are acamIIe as known at time of publication and are subject to change without notice. The chart below compares the LV.. of Mega-Aow versus Schedu1c 10 and Schedu1c 40 sprinkler pipe: Specifications ". , ',' " , . ...- ., ,". . . " - . ~-;~ I; 1 1/4" 1.660 1.530 1.442 1.380 1.80 I 1.00 1.1 08 61 1 112" 1.900 1.740 1.682 1.610 2.64 1.00 1.556 61 2" 2.375 2.215 2.157 2.067 2.14 1.00 1.961 37 2112" 2.875 2.707 2.635 2.469 1.43 1.00 2.504 30 3" 3.500 3.316 3.260 3.068 1.34 1.00 3.349 19 4" 4.500 4.316 4.260 4.026 .82 1.00 4.331 19 ~ ~ ~ 'CaJculated using Standard UL CRA formula, UL Fire Protection Directory. Category VI"Z:( Call today for more infonnation, or for the name of your nearest distributor 800-257-8182. ~ Wheatland Tube Company 900 Haddon Ave.. Collingswood. NI08I08 Tel (800) 257-8182 Fa.. (856) 854-0616 www.wheatland.com , f . Col. THREADED FITTINGS ~@~ LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 CAST IRON THREADED FITTINGS ARE UL, ULC LISTED ANO FACTORY MUTUAL APPROVED FOR 300 PSI SERVICE. GRAY IRON PERASTMA126 CLASS B. DIMEN- SIONS CONFORM TO ANSI B16.4 ClASS 125 EXCEPT PLUGS CONFORM TO ASME B 16.14. THREADS ARE NPT PER ANSI/ASME B 1.20.1. r-e-1 T A L CAST IRON 90 DEGREE ELBOW - - - - -- ---~-~--- NOMINAL ITBII MAlt DIM ENSIONS WBGHT SIZE COllE WORKING EACH (INCH) , P.s.I. A B PIB:E 1 CB90033 300 1.50 1.50 0.95 11/4 CB90044 300 1.75 1.75 1.34 11/2 CB9OO55 300 1.94 1.94 1.80 2 CB90066 300 2.25 2.25 2.90 . II] CAST IRON RED. COUPLING - - --- -- - - -- -- -- -- - NOMINAL 'ITBII MAX. DlMa<<IION WBGIfT SIZE CODE WORKING EACH (INCH) , P.s.L A P1B:E 1X1/2 CRC031 300 1,70 0.62 1X314 CRC032 300 1.70 0.80 . NOMINAL ITBII MAX. DlMB'lSlONS WBGIfT SIZE COllE WORKING EACH (INCH) , P.s.I. A B P1B:E 1X1/2 CB90031 300 1.26 1.36 0.64 1X314 CB90032 .300 1.37 1A5 0.87 1 1/4X1/2 CB90041 300 1.34 1.53 0.96 1 1/4X314 CB90042 300 1A5 1.62 1,13 1 1/4X1 CB90043 300 1.58 1.67 1.16 1 112X1 CB90053 300 1.65 1.80 1.51 1112X1 1/4 CB90054 300 1.82 1.88 1.62 . 2X1/2 CB90061 300 1A9 1.88 2.00 2X3I4 CB90062 300 1.50 1.97 2.os 2X1 CB90063 300 1.73 2.02 2.10 2X1 1/4 CB90064 300 1.90 2.10 2.30 2X11/2 CB90065 300 2.02 2.16 2.60 CAST IRON STRAIGHT TEE -~ --- NOMINAL ITBII MAX. DIM B'lSlONS WBGHT SIZE COllE WORKING EACH (INCH) # P.s.l. A B P1B:E 1 CT333 300 1.50 1.50 1.21 11/4 CT444 300 1.75 1,75 1.87 11/2 CT655 300 1.94 1.94 2.51 2 CT666 300 2.25 2.25 3.96 CAST IRON 45 DEGREE ELBOW - -- -- - -- - -- - -- - - NOMINAL ITBII MAX. DIMENSIONS WBGHT SIZE CODE WORKING EACH (INCH) , P.sJ. A B P1B:E 1 CB45033 300 1.12 1,12 0.84 11/4 CB45044 300 1.29 1.29 1.40 11/2 CB45055 300 1A3 1A3 1.80 2 CB45066 300 1.68 1.68 2.79 II] CAST IRON PLUGS -~---- -_.- -- --- - --- NOMINAL ITBII MAX. DIM B'lSlON WBGKT SIZE COllE WORKING EACH (INCH) , P.s.L A P1B:E 1/2 CPLOO1 300 0.94 0.10 3/4 CPLOO2 300 1.07 0.17 1 CPL003 300 1.25 0.28 11/4 CPLOO4 300 1.36 OM 11/2 CPLOO5 300 1A5 0.62 , 2 CPLOO6 300 1.68 0.91 .I... Page 27 t), Page 28 C.I.THREADED FITTINGS ~@<8> LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 .' CAST IRON CROSS ~ NOMINAL ITEM MAX. DIM ENSIONS WBGHT SIZE CODE WORKING EACH (INCH) . P.S.I. A B PIECE 1 CX033 300 1.50 1.50 1.54 11/4 CX044 300 1.75 1.75 2.40 11/2 CX055 300 1.94 1.94 3.10 2 CX066 300 2.25 2.25 4.00 11/4X1 CX043 300 1.58 1.67 2.05 11/2X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 2.02 2.75 CAST IRON REDUCING TEE -- --- - ~--- ----- --- ------- NOMINAL ITEM MAX. DIM ENSIONS WBGHT SIZE CODE WORI<ING EACH Jfi= - P.s.L A ~ ~ PIECE ~ 1.2" :ii: l.ll ;... ~ . 1.52 :T335 ,... .....- . .300 :... ;-- . 1 ;... j-- t- ,....- ij- r- -' ;...f- ~ 1 ,....- 1/4 . ~ === 1.112 ~ - I- ;-- ....- - -300 - I- ;-- ;.-f- - - 1 ,..... * - 1 - 4 l.1i" - l- I- . - l:T I- ;...- - 1-' ,...- t- - 1 i-- -' f- - 1 ~_. ;... -' ....., - 1 l.l'2 .....,. - 1 ~ ....., - -1/4X2 2.' - /2 :T551 . 1.~ - '5n- ~ 1 ~ :... . ~- ~. ,... .....,' - 1 1/2X1 2: :... --: - --: - 2X1X2 I ~1' ~ . i2 . 2.10 i:i ! ~ -,; ..., ~ To ...,' - - 1.80 - 2X2X1 . .' 2. . . ~t.aUIiC. IPS CARBON STEEL PIPE FIRE PROTECTION PRODUCTS 1 0.03 PRODUCT DESCRIPTION -- r' UlJ~~~:~ DIMENSIONS " No.oot c<. No. 003 c WJ No. 002 . No. 006 FireLock™ products com- prise a unique system spe- cifically designed for fire protection services. Fire- Lock full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to msintain similar flow characteristics as standard full flow fit- tings. FireLock™ Fittings FireLock fittings are designed for use exclu- sively with Style 005 Fire- Lock couplings. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic Fire- Lock Style 005 couplings. No.oot No. 003 No. 002 No. 006 90' Elbow 45- Elbow SlralghtTee Cap SIZE Aprx. Aprx. Aprx. Thlcknes8 Aprx. Nomlrull CtoE Weight CIoE Weight CIoE Welght "T" Weight Inches Inches Eech Inches Eech Inches Eech Inches Eech Actualmm mm Lb.J~y mm LbsJkg 111m LbsJkg mm Lb.J"", lVi - - - - - - 0.82 0.3 1'h - - - - 0.82 0.4 , 2 2.75 1.7 2.00 t.8 2.75 2.4 0.88 0.6 . . 2Y.I 3.00 3.1 2.25 2.2 300 3.6 0.88 1.0 . 76.1mm 3.00 3.30 2.25 2.4 - - - - ,3 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 '. . 4 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 - 5 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 .. '.q '. 6 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 8 6.81 25.5 4.25 20.4 6.94 38.7 1.13 t2.7 .. . . ;/ K t/ Victaulic Company of America Phone: t-lllXH'ICK-V1C (1-800-7~2-5842) Fax: 610-250-6817 e-maII:plclMcOvlclautic.com Patented e ~<&>@l SeeVic1auIiC pubIicatlon10.01 for detaIls. Vlclaulic Asia Pacific Phone: 65-235-3035 Fax: 65-~ e-mail: vicapClYldaUlic.com Vietaulle Company of Canada Phone: ~16-1>75-5575 Fax: ~16-1>75-5565 e-mail: vicx:cr.IadaCvlulic.com Vietaulie Europe Phone:32-9-381-1500 Fax:32-9-~ e-mail:_lic.be Victaulic America latina Phone: 610-559-3300 Fax: 610-559-3608 e-mail: vicatOYidaulic.com eAeQiSCeredTrltdefn&l1l;ofVlCtlIuIic OCopyright 1999 VclaUtic VICTAUUC" IS AN ISO 900t CERTIFIED COMPANY 1539 ReY.c ,,,,, PrinIeclinU.S.A FLOW DATA !",'~~':~i':~!~.~~rz':::l'~.[~'-i Frictional neslolllnce SIZE Equivalent FeetlmetNs of Straight Pipe Nominal Strslght Tee Inches go. Elbow 45. Elbow No. 002 Aclll;llllllll No. 001 No. 003 Branch Run 2 3.5 1.8 8.5 3.5 2V, 4.3 2.2 10.8 4.3 76,1 mm 4.5 2.3 11.0 4.5 3 5.0 2.6 130 5.0 4 6.8 3.4 16.0 6.8 5 8.5 4.2 210 8.5 6 10.0 5.0 25.0 10.0 8 13.0 5.0 33.0 130 . t The flow data Ilsted IS based upon the pressure drop of Schedule 40 pipe MATERIAL SPECIFICATIONS Fitting: Ductile iron conform- ing to ASTM A-395, grade 65- 45-15, and ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel Q Optional: Hot dipped galvanized ThIs product shall be manufactured by VictauIiC Company. All products Shall be installed in accordance with curt8flt VlCtaulic installation/assembly instructions. VlC1aulic reserves the right to change product specifiCations. designs and standard eQUipment without notice and without incurring obligations 10.03-2 .' f ~taulid IPS CARBON STEEL PIPE ion FIRE PROTECTION PRODUCTS .O~ @~ Style 005 FireLock ™ Rigid Coupling with Vie-Plus'" Gasket System PRODUCT DESCRIPTION FireLock ™ Style 005 rigid coupling has a unique, pat- ented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Sprinkler Systems. Angle- pad design permits assem- bly by removing one nut! bolt and swinging the housing over the gasket. This reduces components to handle during assembly; speeds and eases installa- tion on pipe grooved to Victaulic specifications. ONLY on fire protection systems, Vie-Plus Gasket System: Victaulictl now offers a gas- ket system which requires no field lubrication. The Vic-Plus™ System (patent pending) is dry, clean, and non-toxic. It reduces assembly tline substantially and eliminates the mess and chance of over-lubrication. Patented Exaggerated for Clarity DIMENSIONS rMYMl j.:;z;::,1 ~m Rated for wet and dry sprinkler systems at 350 psi (2413 kPa) for 114 - 4" (32 -100 mml sizes and 300 psi (2068 kPa) for 414 - S" (106 - 200 mml sizes; Schedule 10 roD grooved or Schedule 40 cut or roD grooved stee1 pipe. Style 005 is I1gId and does not accommodate expansion, con- traction or angular deflection. Vlctaullc COl11fl'lny 01 AmerIca 1'hlxIe:1-8OO-f'lC1(-YIC (1-1100-742-5842) Fax:61C1-~17 ~~.com 1538 Aev.E 1QOO The FireLock couplings provide rigidity for valve Style 005 FireLock eou- oonnections, fire mains and plings with the Vie- long straight runs. Support PlusTK Gasket System and hanging requirements are designed and roc- oorrespond to NFPA 13 ommended for use @_~-.u~ [~] (VdS) ~~::~~. publication 10.01 tor detalls. Olmenalon. Pipe Size . Incheslmm Noml.... AcIuaI Mox. Mox. Allow.. Outside OutsIde Work. End PIpe End o BoIlINut Aprx. IlIll.-r IlIll.-r ........5 Load Sep.t No. - SIze WgI. Ea. lnche8lmm IncheaImm PSllII/kPa Lbo. .IN InJmm IncheaImm X V Z I..boJka 114 1.660 350 .755 0.05 2-~X2 2.75 4.50 1.88 12 32- 42.4 2413 3370 12 70 114 148 0.5 1\10 1.900 350 990 0.05 2-~X2 3.00 4.75 1.88 1.2 .4Q 48.3 2413 4415 12 76 121 148 0.5 2 2.375 350 1550 0.07 2.~X2'h 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1.7 89 133 148 0.7 2\10 2.875 350 2270 0.07 2-~X2\1o 4.00 5.75 1.88 1.9 65 73.0 2413 10110 1,7 102 148 148 0.. 76.1mm 3.000 350 2475 0.07 2-~X2\1o 4.13 5.75 1.88 1.9 76,1 2413 11010 1.7 105 148 148 0.. 3 3.500 350 3365 0.07 2-~X2\1o 4.63 6.13 1.88 2.1 60 88,. 2413 14985 1,7 118 156 148 1.0 4 4.500 350 5565 0.16 2-~X2'h 5.75 7.25 2.13 3.1 100 114,3 2413 24770 4,1 148 184 54 1,4 108,0 mm 4.250 300 4255 0.16 2-~X2\1o 5.63 7.25 2.13 3.1 108,0 2068 18940 4.1 143 184 54 1,4 5 5.563 :JOO 7290 0.16 2.~x2t4 6.88 9.00 2.13 4.5 125 141,3 2068 32445 4.1 175 229 54 2.0 133,0 mm 5.250 :JOO 6495 0.16 2-~X~ 6.63 9.00 2.13 4.5 133,0 2068 26900 4.1 168 229 54 2,0 139,7 mm 5.500 :JOO 7125 0.16 2-Y.r: X 20/.. 6.88 9.00 2.13 4.8 139,7 2068 31715 4.1 175 229 54 2.2 6 6.625 :JOO 10340 0.16 2.Y.zXa4 8.00 10.00 2.13 5.0 150 168,3 2068 46020 4.1 203 254 54 2.3 159,0 mm 6.250 :JOO 9200 0.16 2-%X4V.. 7.63 10.00 2.13 5.5 159,0 2068 40955 4.1 194 254 54 2.5 165,1 mm 6.500 :JOO 9955 0.16 2. Y.r: X 20/.. 8.15 10.00 2.13 5.5 165,1 2068 44295 4.1 207 >54 54 2.5 8 8.625 :JOO 17525 0.19 2-%X41A 10.50 13.13 2.63 11.3 200 219,1 2068 78000 4.8 2f37 334 67 5.1 ~ ~ .0 f t Refer to notes.on page 2. VlCTAlJUce IS AN ISO 9001 CERTIFIED COMPANY Vlctaullo Europe V1ctaullo Ame~ca latina Phone:32-9-381-1500 Phone: 61C1-559-3300 Fax; 32-9-380-4438i Fax; 610-559-3608 e-mail: Yk:eor_I~.be e-mail: _Iic.com OCopyrighl:199S1V1ctaullc Vlct8ullc Asia Pacific Phone: 65-235-3035 Fax:65-~ e-mail: vicapCYIclaUlic.com Prlr'IIedInU.s.A. Vlctaullc Company of Canada Phone: 416-675-5575 Fax; 416-67H565 e-mail: vio:anadaCvicla~.com . RegIstered TradernMt of Ylctaullc MATERIAL SPECIFICATIONS HouslDg: Ductile iron conform- ing to ASTM A-395. grade 65- 45-15, and ASTM A-536, grade 65-45-12. Housing Coating: Orange enamel o Optional: Hot dipped galva- nized Gasket: o Grade "E" EPDM - Type A Vie-Plus Gasket System t (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler ser- vices up to the rated working pre8Swe using the Grade ME" Type A Vic~Plus Gasket System, requiring no field lubrication. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal- Vie-Plus Gasket System. Contact Victaulic for details. Bolts/Nuts: Heat treated car- bon steel. zinc electroplated to ASTM B-633; Track head bolt conforming to ASTM A-183 minimum tensile 110,000 psi (758340 kPa); Flanged hex nut conforming to ASTM A-563, Grade A t Standard gasket and FlushSeal gasket approved for dry pipe systems to --40oF (_400C), Supplemental lubricant is rec- ommended lor services installed at Of continuously operating below OOF (-laoC). Victaulic continues to recom- mend the use of FlushSeal gaskets for dry services. The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals Rated Working Pressure Rated Working Pressure PSI PSI Pipe Size Pipe Size Schedule Inches UL ULC FM Schedule Inches UL ULC FM 5 1V.-3 175 175 175 4 300 300 300 EZ 1V.-4 350 350 350 6 175 175 175 10,40 5-8 300 300 300 SF 1V.-4 300 300 300 BLT 11/.4.2 300 300 300 SUper 40 1V..2 300 300 300 1V.-4 300 300 300 TL 1V..2 300 300 300 OF 6 175 175 175 WLS 1V.-2 300 300 300 OT lV.-2 300 300 300 XUXL-II lV.-3 300 300 300 EL lV.-2 300 300 300 NOTES: 5 refers to Listed/Approved Schedule 5 steel sprinkler pipe. 10 refers to ListedlApproved. Schedule 10 steel sprinkler pipe. 40 refers to ListedlApproved Schedule 40 steel sprinkler pipe. BLT refers to ListedlApproved steel sprinkler pipe manufactured by American Tube Company. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. DTrefers to ListedlApproved Dyna Thread steel sprinkler pipe manufactured by American Tube Company. EL refers to ListedlApproved Eddytita steel sprinkler pipe manufactured by BuD Moose Tube Co. EZ refers to ListadlApproved EZ-FIow steel sprinkler pipe manufactured by Northwest Pipe & Casing Co. SF refers to ListedlApproved. Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. SL refers to ListadlApproved stael sprinkler pipe manufactured hy Western Tube and Conduit Corporation. Super 40IXL refers to Listed! Approved Super 40 0[ Super XL steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. WLS refers to ListedlApproved steel sprinlder pipe manufactured by WheatIand Tube Company. XUXL-n refers to ListadlApproved XL or XL-n steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. NOTES .. Worktng Pressure and End load are total, from all internal and extemalloads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accor~ dance with VlCtaulic specifications. Contact Victaullc for performance on other pipe. WARNING; FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1lh times the figures shown. t For fteld installation only. FireLock Style 005 cooplingS are essentially rigid and do not accommodate expansion/contraction. . Nunber of bolts required equals number of housing segments. Metric ttvead size botts are available (color coded gold) for all coupling sizes upon request. Contact VlCta~ic for details. S Slyle 005 couplings ore VdS and LPC Approved to 12 Bar (175 psi). WARNING; PipIng systems must always be depressurized and dratned before attempting disassembly and removal of any VlCtaulic piping products. ThIs producI shal be manuftlCtl.l"ed by VICtaUIic Company. All products shall be installed in.::cord8noe with c:unwnt VlctauIiC lnstallatiorVassembIy instruCtiOnS. VictauIIc re$el'VOS the right to change product specificationS. design& and standard ~ wIIhol.<< notice and wtchOut Incurring obligations. 10.02 - 2 , Coltnl SerieSr.C2QrJJC2c10N Double Check VaIveAssem:blies Sizes: 2'h" - 10. (65 - 250mm) Features . Extremely Compact DesIgn . 70% lighter than Tradttional DesIgns . 304 (Schedule 40) Stainless Steel Housing & Sleeve . Groove FIltlngs Allow Integral PIpeline Adjustment . Patented Tri-Unk Check ProvIdes Lowest Pressure Loss . Unmatched Ease of SeMceablllty . Available wtth Grooved Butterfly Valve Shutoffs . Available for Horizontal, VertIcal or N Pattern Installations . Replaceable Check Disc Rubber C200 OSY ES-A-c2OO1C200N .A AMES I"IREaWATERWORO- C200N JlFG The Colt C200/C200N Double Check Valve Assemblies are used to prevent backflow of pollutants. that are objectionable but not toxic. from entering the potable water supply systern. The Colt C2OO1C200N rnay be installed under continuous pressure service and rnay be subjected to backpressure. The Colt C2001C200N consists of two independently operating check valves, two shutoff valves, and four test cocks. For use in non-health hazard applications. Specifications The Colt C200/C200N Double Check Valve Assembly shall consist of two independent Tri-Unk Check rnodules within a single housing, sleeve access port, four test cocks and two drip tight shutoff valves. Tri-Unk Checks shall be removable and serviceable. without the use of special tools. The housing shall be constructed of 304 (Schedule 40) stainless steel pipe with groove end connections. Tri-Unk checks shall have reversible elastomer discs and in operation shall produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. Assembly shall be a Colt C200/C200N as manufactured by the Ames Company. Job Name Job location Engineer Approval .. Contractor Approval Contracto~s P.O. No. Representative Ames product sptJCificalions In U.S. customal)' units and metrk; arellpplllJt/male and are provided for referenctJ only. For precise mBilSurements, pi.... contact Ames Technical SlJrvIaI. Ames reserves /he right to change or modify product desi{Jn, constructiDn, sptJCificalions. or materials without prior notk;e and wfthout Incurrina any obligation to make such changes and mod_ions on Ames products previously or subsequent/ysold. " f www.amesfirewater.com Materials o Housing & Sleeve: 304 (Schedule 40) Stainless Steel o Elastomers: EPDM, Silicone and Buns 'N' o Tri-Unk Cheeks: Noryi4', Stainless Steel o Check Discs: Reversible Silicone or EPDM o Test Cocks: Bronze Body Nickel Plated o Pins & Fasteners: 300 Series Stainless Steel o Springs: Stainless Steel Available Models Suffix: NRS - non-rising stem resilient seated gate valves OSY - ULlFM outside stem and yoke, resilient seated gate valves BFG - ULlFM grooved gear operated butterfly valves with tamper switch Configurations o Horizontal o Vertical up o oN" pattem horizontal Pressure - Temperature Temperature Range: 33.F - 140.F (S.C - eo.C) Maximum WorkIng Pressure: 17Sps! (12 bars) Dimensions - Weights r I -.l C2/1/1,aOON~ A il_ 10 250 80/" 208 170/,,440 20 508 nl 327 781 354 891 404 951 1 H l!~ , G A C 0 G H J P C2DDBFG C200NBFG III. """ il """ III. mm III. mm In. mm In. mm In. mm III. nun il nun I/J$. /t(Js. I/J$. /t(Js. ~ \- 8 200 43 1092 12~ 311 6i1 165 51'11, 1297 ~ 1032 230/" 5,92 151Y" 399 140/" 361 261 118 337 153 , I NoryI" Is a registered trademark of General EJectrIc Company. Approvals ---.." Q Iii:'\ .I ~ C~US 1015 LIsted 28S6 For addlllonal approval Infonnatlon please contacllhe factOfy or vlslt our webslte at www.emesflrewater.com ~e~ 16U Capacity ULJFM Certlfled Aow Characteristics Aow characteristics collected using butterfly shutoff valves. See Itteratue S-GoIl-20OI300 for gate valve flow characteristics . = Rated Flow .. = UL Tested - Horizontal Vertical u_un N - Pattern 2'h" kPapsl 96 14 83 12 69 10 55 8 41 8 28 4 14 2 o 00 o * ** ..- .- . --' . 50 100 150 200 250 300 350 gpm 190 380 570 760 950 1141) 1330lpm 15 Ips 4.6 mps 3" * ** kPapsl 83 12 69 10 55 8 41 8 28 4 14 2 o 0 o o -'" - S ~.... . .-' 100 380 200 760 300 400 1141) 1520 15 4.6 500gpm 1900 Ipm Ips mps 4" * kPapsl 165 24 138 2Il 110 '2Il 83 12 55 8 28 4 o 0 o . 0 ** ~ ~ .... ~ 100 200 300 400 500 600 380 760 1140 1521l 1900 2280 15 4.6 6" N H V kPa psi 83 12 69 10 55 8 41 6 28 4 14 2 o 0 o o * ** N H V -- -'~ .- . '- ....... 300 1140 600 2280 900 3421l 1200 1500 gpm 4560 5700 !pm 15 Ips 4.6 mps B" H N V kPa psi 83 12 69 10 55 8 41 6 28 4 14 2 o 0 o o * ** ....~ .-....:,,;. - '\ .. N H V 500 1900 1000 3800 1500 5700 2000 2500 gpm 7600 9500 Ipm 15 Ips 4.6 mps 10" N V H psl 12 10 8 6 4 2 o o o * ** -, ...: ~ '--- "' """ I , i I N V H 500 1000 1500 2000 2500 3000 3500 gpm 1900 3800 5700 7600 9500 11400 13300 Ipm Ips mps IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES : FOR LOCAL INSTALLAnON REQUIREMENTS A AMES For Technical Assistance Call Your Authorized Ames Agent. Telephone' Fu' _: Ames Are and watelWOlls 1427 North MarMI8lYd., SuIte 19, Sacramento. CA 95834 916 928-0123 916 928-9333 Edwards, Platt & Deely, Inc. 271 AoyaI Ave., Hawthorne, NJ 07506 973 427-2898 973 427-4246 EdwanIs, Platt & Deely, Inc. 368 Wyandanch Ave.. North Ilabyloo, NY 11703 631~ 631 253-0303 W, P. Haney Co.. Ioc. 51 _ Ave., South Easton, MA 02375 508 238-2030 508 238-8353 RMI Glenfield Bus. Ctr., 2535 Mechanlcsvll~ Tpk.. Richmond, VA 23223 804 643-7355 804 643-7380 The Joyca Agency, Inc. 8442 Alban Rd., Springfield, VA 22150 703 866-3111 703 866-2332 Vernon Bitzer Associates, Inc. 980 TI10mas Drive, Warmloster, PA 18974 215443-7500 215443-7573 WMS Sales, Inc. (Main oftice) 9580 County Rd., Clarence Center, NY 14032 716741-9575 716741-4810 BlDlf1Ilsley & Associates, Inc. 2728 Crestview Ave., Kenner, LA 70062-4829 804 602-8100 504 602-8106 Billingsley & Associates, Inc. 478 Cheyenne Une, Madison, MS 39110 601 B56-7565 601856-8390 Mkl-America Marl<etif1ll, inc. 203 Industrial Dr., Blnninoham. Al35211 205 879-3469 205 8m-5027 Mkl-America Macketif1ll, Inc. 1364 Foster Avenue, NashvIlle. TN 37210 615259-9944 615259-5111 Mid-America Mariultino, Inc. 5466 Did Hwy. 78, Memphis, TN 3811B 901~5 901 7~94 Sml1h & Stevenson Co., Inc. 4935 Chastain Ave.. Chariotte, NG 28217 704 525-3388 704 52H749 Wager Company 702-B Industry Ad.. longwood, fl32750 407 834-4667 407 831-11091 Walts 2861-8 Bankers Industrial Drive, AIlanIa, GA 30380 no 209-3310 no 447-4583 HydroSoun:e 8182 Chagrin Rd.. Chagrin Falls, DH 44023 440 247-9150 440 24H719 MllH:ontinenl Macketif1ll Services lid. 1724 AnnIIage Ct.. AddIson, Il60101 630 953-1211 630 953-1067 _m & Associates, Inc. 7150 143nl Ave. N.W.. Anoka. MN 55303 783 427.9635 783 427-5665 Sllc:lder & AssocIaIes 333 Norih 121 St., M'oIwaukee, WI 53226 414 nl-ll4oo 414 nl-3607 HuGh M. CUnnIngham, Inc. 137551lenchmari<, Dallas, 1)( 75234 972 1188-3806 972 Il88-3838 Mack _ & Associates 11132 South Towne Square, SuIte 202, St. louis, MO 63123 314894-8188 314894-B388 Mack McClaIn & Associates, Inc. 1450 NE 69th Place, Sle. 56 Ankeny, IA 50021 515288-0184 515288-804 Mack McClaIn & Associates. Inc. 15090 w.st 118111 Sl., llIalhe, KS 66062 913 33H6n 91333lH1518 OKI Sales, Inc. 2200 Blue Creek Dr., Nonnan, OK 73026 405 360-6161 405 360-0092 _ Macketif1ll, Ltd. 2416 Cardelaria N.E.. Albtlquerque, NM 87107 505 883-7100 505 883-7101 asco 1738 .Nevlne Street, Onnge, CA 92865 714 921-9228 714921-0442 Deleo Sales, Inc. 111 Sand IsIancI kct;ss Ad.. UnIt ~10, Honolulu, HI 96819 808 842.7900 llO8842-ll625 Hollabaugh Brolhers & Associates 6915 South 194th Sl., Kent, WA 9B032 253 867-5040 253 867-5055 Hollabaugh Bmthers & Associates 3028 S.E. 171h Ave.. PurUand, OR 97202 so;l'238-0313 503 235-2824 PIRSaIes,Inc. 3050 North San Man:os Place, Chandler,1J. 85225 480 892-6000 480 892-6096 PreIerrecI Sales 311n Wiegman _, Haywanl, CA 94544 5104BH755 510476-1595 Rep Masters, Inc. 6255 OelcIer St., Commen:e CIty, CO 80022 3O:i 238-7575 303 238-7576 Walts industries (Canadaol:" r: RegufatorCo. on) 5435 North Service _, Burtlnghln, 0nIarI0 1715H7 905 332-4090 905 332-7068 o Sales, Ltd. 10-6130 4th St. S.e.. CaIaary, Alberta T2H 2M 403 25U808 403 259-8331 D.c. Sales, Ltd. 11420 142 Street, EdmonIon, AIberla 15M lVl 780 49H495 780 496-9621 ~Sales,Ltd. 3700 Joseph HowIllI'.. SII. 1 HaIIIIx, Nova ScolIa B3l. 4H7 902 443-2274 902 443-2275 Ilydru-Mechlolical Sales,lId. 297 CoIIishaw Sl., SII. 7 ~ MonI:Ioo, New Srunswtck E1G 9R2 506 859-1107 506 859-2424 Hydra-MechanIca Sales, Ltd. 85 Toll Rd. St. Pl1IIIps, A1B 3M7 709 895-0090 709 895-0091 le Groupe S.G.T.. Inc. 23 du Buisson, Pont Rouge, Quebec G3H lX9 41B 832.2800 41S 873-2505 le Groupe B.6.T. Inc. 86 des Enterprises 1208, _, Quebec J7G 2T3 450 434-9010 450 434-9848- Mar-WIn Agencles, Ltd. 1333 C111ton St., Wmpeg, ManItoba R3E 2Vl 204 775-8194 204 786-8016 Not1hem MechanIcaJ Sales P.O. Box 280 (maIIlf1Il) 163 Pine St. (shipping), Garson, Ontario P3l1S6 705 693-2715 705 693-4394 PaIser Enterprises, lid. 1885 Blue Heron Dr., #-4,london, Ontario N6H 519 519471-9382 519471-1049 RAM Mechanical Macketing 1301 Winnipeg St., =-katchewan S4R lK2 306 525-1986 306 5~ RAM MechanIcaJ Mariulting 510 Ave. M Soulh, Sasl<atchewan S7K 21<9 306 244-6622 306 2#0007 WoImar Mechanical Sales 24 Gunlwara Rd., Nepean, Ontario K2E BB5 613 225-9n4 613 225-()673 ~ ......_....._.... A Division of Watts Regulator Company www.amesflrewaler.com 1427 North Market Blvd. . Suite '9 . Sacramento, CA 95834 . Phone: 916-928-0123 . Fax: 916-.928-9333 " ES-A-c2OOIC2OON 0308 CArnes Co. 2003 Printed In U.SA , I CENTRAL 513, 513D/513R 4-01 Riser Manifold Figure 513, 513D/513R Commercial - NFPA 13 Systems Floor Control . High Rises Residential · NFPA 13D/13R Systems Tyco Fire Products - www.tyco-grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ..- USA Customer Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 [ENTRAL Grooved Piping Products General Description YuL IiI,C\ See fire Protection \!Y ~~ Submittal Sheet for ~ pressure rating and Listing and Approval Information The Figure 513, 513D/513R Riser Manifold provides all of the accessory equipment for a riser in a single assembly. The 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 13D/13R). The threaded ends of the l' and 1 'h' bodies, the threaded by grooved ends of the 2' bodies, and the grooved ends of the 1 'h' - 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 Usted for use in this specific configuration by Underwriters Laboratories, Underwriters Laboratories of Canada and Factory Mutual. Installation Is simplified with one convenient take-out for the l' and 1 '''' threaded and 1 .,,' grooved versions, as well as one take-out for the 2' threaded by grooved and the grooved sizes 2".6". The Riser Manifold Is approved for installation in either the horizontal or the vertical posllion. The optional relief valve assembly is available for locations which require relief valves on gridded systems. Riser Manifolds for use in Canada only are provided with a Water Flow Switch . that has a Tamper Swllch mounted inside for cover removal detection. .' f ~ Technical ~1IIl1 Data Figure: 513 (commercial) 5130 (residential) 51301513R (residential) Styles: Threaded or Groo~ Sizes: 1', l'h', 2', 2'h', 3'Vnd 6' Approvals: UL, FM, and ULC Maximum Working Pressure: 175 psi Standard Finish: Painted Optional Accessories: Pressure Relief Valve Kit (see page 7) No. 28-1.0 c . 5.501138.7) - I ul A ~~ "13.00 h. (330.2) . ~ . "-ow ~ -; ~~ Figure 6 2', 2'h', 3', 4', and 6' Grooved Commercial Riser Manifold - Rgure 513 For optional pressure relief valve, see Figure 10 (page 7) Approximate Weights and Dimensions of Trimmed 2',2'12 3',4', and 6' Grooved Commercial Riser Manifolds ~ Size A B C 0 Appx. Width Weight Inches Inches Inches Inches Inches Inches Lbs. mm mm mm mm mm Kg. 2 17.13 0.88 12.88 5.25 3.50 13.5 135.0 22.2 327.0 139.7 88.9 6.1 2'h 18.13 1.88 13.75 6.38 3.50 16.8 460.4 47.6 349.3 155.6 88.9 7.6 3 18.13 1.88 14.38 6.25 3.50 18.7 460.4 47.6 365.1 158.8 88.9 8.5 4 20.00 3.75 17.38 8.38 4.50 32.7 508.0 95.3 441.3 212.7 114.3 14.8 6 20.00 3.75 19.25 9.25 6.63 41.6 508.0 95.3 489.0 235.0 182.3 18.9' . .63 [16J o , Approximate thread engagement. " 13' is the take-out for all sizes 2' through 6' Note: Values shown In parenthesis are in millimeters Figure 5 and 6 - Bill of Material 2' Grooved, 2' Threaded x Grooved and 2' 2'h',3' 4' and 6' Commercial Riser Manifold , , , Detail Description No. Part No. Req'd Number 2' Mannold Body Groove x Groove 1 976-254-01 2\0\' Manllold Body Groove x Groove 1 976-254-02 1 3' Manifold Body Groove x Groove 1 976-254-03 4' Manllold Body Groove x Groove 1 976-254-04 6' Manllold Bodv Groove x Groove 1 976-254-05 1a 2' Manifold Body Male x Groove 1 976-411-01 . poller Waterflow Swllch # VSR-SF wI 2' Paddle 1 976-357-01 Potter Waterflow Swllch # VSR-SF wI 2\0\' Paddle 1 976-357-02 2 Poller Waterflow Swllch # VSR-SF wI 3' Paddle 1 976-357-03 Potter Waterflow Switch # VSR-SF wI 4' Paddle 1 976-357-04 Potter watenlow swllcf# VSR-SF wI 6' Paodle 1 976-357-05 l' Ball Valve F101 (2') 1 971-121-01 3 1 W Ball Valve F101 (2111' and 3') 1 971-121-02 2' Ball Valve Fl01 (4' and 6') 1 971-121-03 1'lnsp. Test & Drain Valve F20212') wI \0\' Test Orifice 1 971-122-04 4 1 W Insp. Test & Drain Valve F202 (2111' and 3') wI 'h' Test Orifice 1 971-122-05 2'lnsp. Test & Drain Valve F202 (4' and 6') wI 'h' Test Orifice 1 971-122-06 l'Slght GlaSS (2') 1 H-418-1 00 5 1 W Sight Glass (2'h' and 3') 1 H-418-125 2' Sight Glass (4' and 6') 1 H-418-2oo 6 W Water I'ressure Gauge 1 971-118-01 7 W Pipe Plug 1 H-45D-025-OOO 8 W 3-Way Globe Valve 1 971-119-01 9 W x 3' Nipple 1 H-459-o25-30 10 l' Pipe Plug 1 H-450-1oo-ooo l' x 'h' x l' Reducing 1 ei12') 1 H-469-1oo-o50-1oo 11 1 W x 111' x 1 W Reducinn Tee 12'h' and 3') 1 H-469-125-o50-125 2' x 'h' x 2' Reducing Tee (4' and 6') 1 H-469-20Q-05o-200 12 \0\' Pipe Plug 1 H-450-o50-OOO 13 l' x \0\' x l' California Tee 1 976-385-01 14 l' Close Nipple 1 H-474-16 15 1'8all valve F101 1 971-116-03 16 Tamper swllch (ULC only) 1 H-419-o1 17 label (ULC onlv) 1 976-343-01 Note: Items 16 & 17 are used on Manifolds for use in Canada Only. f 5 Figure 7 Potter Waterflow Switch Terminal Connections ,,,,6 cP~ /'''' ~ / ,,,,6 ",60 0'0 Caution: An uninsulated section of a single conductor is not permitted to be looped around the terminal and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. Figure 8 Potter Waterflow Switch Typical Electrical Connections Local Bell Transformer or Battery Powered Open on Alarm / Close on ~Alarm Signaling Device Styie B I Class B End of Line Resistor CKT.(see note) Open on Alarm Close on Alarm End of Line Resistor Typical Switch Action Y' ~ . Open on '- - - Close on Alarm . Alarm Supervised Loop (see note) From Control Panel Open on Alarm Close on ^Alarm To Additional Devices or Return to Control . Note: For supervised circuits. see .Switch Terminal Connections. and caution note (above). The Model VSC and Model VSR-SF have two switches. one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operatea local audible or visual annunciator. Testing: The frequency of testing for the Model VSC and Model VSR-SF and their associated protective monitoring system should be in accordance with applicable NFPA Standards and/or the Authority Having Jurisdiction, but under no circumstances less than bimonthly. Figure 9 Potter Tamper Switch Typical Electrical Connection Contacts S.P.D.T. (form C) N.C. T Jc-o Com. N.D. Contacts shown with Cover in Place Contact Rating: 5A@125V At; 2.5A@30V DC Installation for Models VSC and VSR-SF: Remove the one retard assembly mounting screw. Place the switch assembly over the retard mounting tab. Replace the screw. '-' ., / 6 Figure 10 Optional Pressure Relief Valve Grooved Commercial Trim - Agure 513 Relief Valve is factory set at 175psi (nonadjustable). ~ Note: If the optional pressure relief kit is desired for Figures 3 and 4, an outlet on the riser must be provided, and the connection and material between the riser and the manifold will need to be supplied and fabricated by the installer. u~ aO a~ i~; . FlOW ~ """"""-, -0 t ~"""" ""'""'" ~@ Figure 10 - Bill of Material Optional Pressure Relief Valve Kit Detail No. Part No. Req'd Number 1 90" Compression Fitting 2 H-475-05Q-038 2 W Watts Pressure Relief Valve Model FP53L (UL, FM) 1 H-476-01 Tubing (2') 1 976-419.0t 3 Tubing (2W and 3') 1 976-419-02 Tubing (4' and 6') 1 976-419-03 4 I' x W Reducing Bushing 1 H-477-o1 M = Male N.P.T. F = Female N.P.T. G = Grooved Connection Optional Figure 513 Pressure Relief Valve Kit Size Part Number 2' 4063 2W and 3' 4072 4' and 6' 4073 Size Figure Part Size Figure Part Number Number l' 5130, F x F (UL, FM) 4067 2' 5t3D/513R, M x G (ULC) 4094 l' 5130, Fx F (ULC) 4085 2' 5t3D/513R, G x G (UL, FM) 4059 1'11' 513D/513R, F x M (UL, FM) 4057 2' 513D/5t3R, G x G (ULC) 4093 1\Ii' 513D/513R. M x M (UL, FM) 4058 2' 513, G x G, W Test Orifice (UL, FM) 4060 1'11' 513D/513R, F x M (ULC) 4088 2' 513, G x G, W Test Orifice (ULC) 4090 t'll' 513D/513R, Mx M (ULC) 4089 2W 5t3, G x G. W Test Orifice (UL, FM) 4061 t'h' 513, F x M 'h' Test Orifice (UL, FM) 4055 2W 5t3, G x G, 'h' Test Orifice (ULC) 4091 1'h' 5t3, M x M 'II' Test Orifice (UL, FM) 4056 3' 513, G x G, W Test Orifice (UL, FM) 4062 1'11' 513, F x M W Test Orifice (ULC) 4086 3' 513, G x G, 'h' Test Orifice (ULC) 4092 1'h' 513, M x M 'll'Test Orifice (ULC) 4087 4' 513, G x G, 'h' Test Orifice (UL, FM) 4065 tW 513, G x G 'II' Test Orifice (UL, FM) 4056G 4' 513, G x G, W Test Orifice (ULC) 4095 lW 513, G x G W Test Orifice (ULC) 4087G 6' 513, G x G, 'h' Test Orifice (UL, FM) 4066 2' 513D/513R, M x G (UL, FM) 4064 6' 513, G x G. 'h' Test Orifice (ULC) 4096 7 n Ordering I:t:11 Procedure Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, figure number, style, and size. (see page 7 for figure and part numbers) Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network distribution centers. You may wrile directly or call 215-362-0700 for the distributor nearest you. ITTTI Care and U Maintenance The owner Is responsible for the Inspection. testing, and maintenance of their fire protection system and devices In accordance with the applicable standards olthe National Fire Protection Association (e.g., NFPA 25), In addilion to the standards of any authority having jurisdiction. The Installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be Immediately corrected. It Is recommended that automatic sprinkler systems be Inspected, tested, and maintained by a qualified Inspection Service. ~ Limited ~ Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products, No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, impropar installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), andlor the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Are General Notes: Ills the Oeslgner's responsibility to select products suitable for the intended service and to ensure that pressure ratings and pertormanCe data is not exceeded. Always read and undel$la/1d the Installation Instructions (IH-1000). Never remove any piping component nor correct or modify any piping deficiencies without lirst depressurizing and draining the system. Material and gasket selection should be verllled to be compatible lor the speclllc application. 'tl/eD/Row conrroll Tyco Fir. I Products .' f 8 Products neither assumes, nor authorizes any parson to assume for iI. any other obligation In connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or Incomplete information supplied by Buyer or Buye~s representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN UEU OF ANY AND ALL OTHER WARRANTIES I"YDI>~ OR IMPUED. INCLUDING WARRANTJES OF MERCHANTABII../TY AND RrN~~C:: FOR A PAR11CULAR PURPOSE. Certllled Company Printed In U.S.A. 4-01 Central Grooved Piping Products Fire Protection Check Valve Figure 590F Grooved End Swing Check Valve Manufactured by: Central Grooved Piping Products a Subsidiary of Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Phone (215) 362-0700 Fax (215) 362-5385 c ~ Product ~~ Description Central Figure 590F Fire Protection Check Valves are compact and rugged swing-type units that allow water flow in one direction and prevent flow in the opposRe direction. They are manufactured with a ductile iron body, nickel seat and a stainless steel clapper assembly for sizes 2'/2'-S' (60.3- 219.1mm), and a ductile iron clapper assembly for sizes 10'-12' (273.0- 323.9mm). A resilient elastomer seal facing on the spring loaded clapper ensures a leak tight seal and a non- sticking operation. All Central Check Valves are designed to minimize water hammer caused by flow reversal. The valves are fumished with grooved ends and can be installed using Central grooved couplings. The Figure 590F can be Installed with ANSI class 150 Flanges utilizing our FlQure 71 flange adapters and also ANSI clasS 300 Flange Adapters. All FlQUre 590F Check Valves have been designed with a removable cover for ease of field maintenance. They may be Installed In eRher horizontal or vertical piping systems with flow in either the upward or downward direction. Applications: Figure 590F Check Valves are general purpose valves Intended for use In fire protection systems as follows: 1. From public water supplies to automatic sprinkler or standpipe systems. 2, From fire department pumper connections to automatic sprinkler or standpipe systems. 3. In fire pump discharge or bypass piping. 4. From gravity, suction, or pressure tanks to automatic sprinkler systems. R Technical ~ M Data Figure No,: 590F Sizes: @ 2'12",3" II ",6",8",10. & 1211 Approva . UL, FM & ULC (See Fire Protection Submittal Sheet for exact Listing/Approval Information.) Manufacture Source: Domestic Body/Cap: Ductile Iron, ASTM A-536, Grade 65-45-12 Clapper: Sizes 2'/2'- S': 304 Stainless Steel Sizes 10'-12':Ductlle Iron Seal: Grade 'E' EPDM or "T" Nitrile seat: Nickel Protective Coatings: Valve Assembly.- Non-lead Orange Paint Maximum Working Pressure: 300 PSIG (2068 Kpa) Factory Hydro Test: 100% at 600 PSIG (4137 kPa) (Seat and Shell). Complies with test requirements of MSS SP-71-1997 ~ Installation The Figure 590F Check Valve is UL & ULC listed and FM Approved for Installation in either the horizontal or vertical position. When installed in the horizontal position, the removable cover must be on the top side of the. valve. The arrow cast into the valve bixly must point in the direction of the flow. IMPORTANT: All replacement parts must be obtained from the manufacturer to assure proper operation of the valve. Note: Never remove any piping components without verifying the system Is depressurized and drained. Should the Figure 590F Clapper Sub- Assembly need to be replaced, the following procedure is to be followed: 1. Order a clapper sub-assembly replacement kit from Central. 2. The kit includes a seaVclapper/cap assembly with a new cap gasket and cap bolts. 3. Depressurize and drain system. 4. Remove the old cap assembly along with the gaskets and bolts. Discard these parts. 5. Install the new seal kit per instructions supplied and torque bolts as requIred. n Ordering I:t::iIlnformation Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, figure number, type of seal, 'E' EPDM or 'T' Nitrile, and size. Availability and Service: Central Grooved Piping Products, valves, accessories and other products are avallable throughout the U.S., Canada, and intemationally, through a networK of Central distribution centers. You may write directly to Central or call 215-362-0700 for the distributor nearest you. Warranty: Central 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. central No, 14-2.0 112" NPT A B C D E F Cover Weight Size Inches Inches Inches Inches Inches Inches BoItTorq, 100. mm mm mm mm mm mm Lb.-ft. Nm ~. 2t/2- aoo 5.42 3.41 3.09 3.88 2.29 30 10 203.2 136.7 86.6 78.5 98.6 58.2 41 4.5 8,38 5.76 3.60 3.31 3.88 2.56 30 11 t No. Material Q 3' 212.9 146.3 91.4 84.1 98.6 65.0 41 5.0 1 Ductile I IOn 1 9.63 6.74 4.61 3.63 4.53 2.69 32 25 2 Ductile Iron 1 4" 245.6 171.2 117.1 922 115.4 68.3. 43 11.3 3 thetie Fiber 1 10.50 7.5fJ 5.29 4.13 4.90 3.20 32 .29 4 Steel, Zinc Plated AR so 268.7 190.5 134.4 104.9 124.5 81.3 43 13.2 Stainless Steel or 4.50 5.00 3.62 54 47 5 Clapper 1 11.50 8.05 5,75 Ductile Iron 6"' 204.4 146.1 114.3 127.0 91.9 73 21.3 EPDM - Grade E or 292.1 5.62 5.45 4.74 56 68 6 Seal Fating Nitrile - Grade T 1 14.00 10.25 7.75 8' 260.4 196.5 142.7 138.4 120.4 74 30.0 Stainless Steel 1 355.6 7 18.00 12.00 10.50 7.05 8.25 6.00 63 11 8 Stainless Steel 1 10" 304.8 268.7 177.8 209.6 152.4 113 49.6 Stainless Steel AR 457.0 9 19.50 14.00 11.50 8.75 9.00 7.50 85 150 10 Teflon 2 12" 495.3 355.6 292.1 222.2 228.6 190.5 115 68.0 11 Stainless Steel 1 12 Nee rene 1 13 Stainless Steel 1 14 Stainless Steel 1 15 Cast Iron 2 16 Thread Sealer AR 17 Aluminum 1 18 Steel 2 FLOW RATE (LPM) . " . . ~ ; a i1 . E o 1ft.... ~ ~ ~ Ii i i Hi - - - - - - - -. - -. .- - -, =--- - . ~ . --- --- - -- ---- "7 7 / '/ / Ih , /-/ /- !-- .. 17 .------ 1/ / / -- / 7' _L Vi C>- ~ C>- o a: 0 UJ a: " => </) ,.. </) UJ " a: C>- " " g g ~ III ~ ~ ~ H ~ ~ ~ n FLOW RATE IN G.P.M. B A . - 01998 Central Grooved Piping Products Prinled In U.S.A. i ~ ~ ~ 2 590F.09.98 ~---====- ~ FIRE DEPT. INLET CONNECTIONS EXPOSED TYPE '-::-=-'- ,/'""--'---. SINGLE CLAPPER TWO-WAY INLETS An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Dept. inlet requirements. S'l'ANDARD EOUIPMENT: Cast brass two-way inlet body only with single swing clapper and pin lug swivel; back or angle outlet connection as selected by figure number. SPECIFY TNREAD. BRANDING: "Auto Spkr." FINISN: ~ast Brass OPTIONAL FINISNES: PB - Polished Brass RC - Rough Chrome Plated PC - Polished Chrome Plated -, \~,y '\. '\: ! , )~ - ,( 6405 6407 6410-6415 DOUBLE CLAPPER TWO-WAY INLETS An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Dept. inlet requirements. STANDARD EOUIPMENT: Cast brass two-way inlet bod with double drop clappers and pin lug swivels; bac r ang utlet connection as selected by figure number. B ding as sele d. SPECIFY .....READ and BRA lNG, BRANDIN '.Standpipe," .Auto Spkr," .Sta FINISN: Cast B ., 6420-6425 6410 6411 6412 6413 6414 6415 6425 6427 (45. Angle) 4X2'1.X2112 5X2112X2112 6X2112X2112 4X3X3 5X3X3 6X3X3 4X2112X2112 7112 10 10'1. 10 12112 12112 10'la 12112 12V. 10% 12'12 12V. 8 12112 8'14 ~~ (' ..--------- I 1640~i '----------------------- 6405 Back Outlet ~J 6407 Angle Outlet Back Outlet r-- . I I I 'I I 90. Angle Outlet 1 45. Angle Outlet Page 6-9 ~) PQ1J!Jiuon SASH SERIES SPRINKLER ALARM STROBE HORN/SIGN COMBINATION SASH-24 SASH-120 SPRINKLER FIRE-ALARM r ':1, : ~ :; , 'I WHEN ALARI~ SOUNDS CALL FIRE DEPARTMENT POLICE OR 911 <el.POrrUl s P R I N K L E R UL Listed Strobe Horn Dimensions: 9-114" h x 10" w x 4" d Voltages Available: SASH-24 (24VDC) SASH-120 (120VAC) Environment: Indoor or Outdoor use. Weatherproof backbox is included with both models. Tennination: Separatetenninalsforhom and strobe, Finish: Red with white lettering. SASH-24 Stock No. 1000555 SASH-120 Stock No. 1000560 A l A R M The SASH series is a multilone ham/strobe combination designed for use as an audio visual indication for automatic sprinkler systems. It can be installed in conjunction with or in place of water motor gongs. Strobe Intensity, dBA and CUlT8nt Ratings Model SASH-24 SASH-120 Typical Anechoic Input CUlT8nt Input CUlT8f1t dBAat 10 It. Amps at 24VDC Amps at 115VAC At Nominal Tone Input Voltage HI STD HI STD HI STD Horn 0.040 0.023 0.050 0.040 99 93 Bell 0.014 0.012 0.040 0.038 92 87 March Time Horn 0.040 0.023 0.050 0.040 99 93 Code-3 Horn 0.040 0.023 0.050 0.040 99 93 Code-3 Tone 0.028 0.017 0.042 0.038 95 90 Slow Whoop 0.048 0.026 0.050 0.040 99 94 Siren 0.036 0.023 0.045 0.040 98 93 HlILo 0.020 0.014 0.041 0.039 93 88 Strobe Candella 117 15 Strobe CUlTlInt 0.088 0.060 (I the strobe and audible operate on the same clrait, add the strobe current 10 the lone currert) Potter EIeclric Signal Company' 2081 Craig Road. st Louis, MO, 63146-1161 . Phone: 800-325-39361Canada 668-682-1833 .www.pottersigna1.com PRIN'TED IN USA MKT.1885OOO4 - REV 0 MFG.1I5<<l101ll-8I03 PAGE 1 OF2 f @pqumtion SASH SERIES SPRINKLER ALARM STROBE HORN/SIGN COMBINATION SASH-24 SASH-120 WIRING INFORMATION SASH-24 STROBE AND HORN POWERED BY THE SAME CIRCUIT + ~ + STB - o + AUD - + STB - + AUD - + ~/ SASH-24 STROBE AND HORN POWERED FROM SEPARATE CIRCUIT + CONTACTS CLOSE ON ALARM SASH-120 OPERATED BY WATERFLOW SWITCH H-J ~ fl 0 LAUD N WATERFLOW SWITCH ASTB ~ N N DWG. #1076-1 MKU8850004. REV D MFG. tS<<l107ll.l/m PAGE2OF2 PRINTED IN USA .' / I ADJUSTABLE SWIVEL RING HANGERS' . APPROVALS: Unde 'ters' Laboratories listed and Factory Mutual approved Fig, 151 %"t08"s' n1y. Complies with Federal Specification A-A-1192A (Iype 10), and Man rs' Standardization Society SP-69 (Iype 10). ORDERING: Specify pipe size and PRE-GAL V ANIZED WITH FELT LINING Pipe Rod Size Adj. Size A B C 0 'h % 1% 1~6 31;16 .09 % % 1'1j,e 1Vll 31116 .10 H 1 % 1% 1 30/16 .10 1% % 11511e 11;16 30/.6 300 .10 111< % 21fe 1Y16 3~ 300 1 2 % 27116 11> Yo 300 .12 " 0 211< 11< 2% 1% 5% 600 .32 :E 3 11< 3% 11fe 5% 600 .35 , , 311< 11< 3% 1% 6% 600 .39 4 % 3% 711& 1000 .43 . 5 % 4% 8% 1000 .65 6 % 5' 101> 1250 1.09 8 % 6'~6 12% 1250 1.24 FUNCTION: Designed for the suspension of non-insulated stationary pipe lines. The knurled insert nut that allows a vertical adjustment after installation, is tapped to NFPA reduced rod size standards. Fig. 141F has a layer of f~lt which separates the pipe from the hanger to reduce vibration and sound. APPROVALS: Underwriters' Laboratories listed and Factory Mutual approved Fig. 141 y~" to 8" sizes only. Complies with Federal Specification A-A-1192A (Type 10), Manufacturers' Standardization Society SP-69 (Type 10) and NFPA standards for red uced rod sizes. ORDERING: Specify pipe size and figure number. . Pipe Rod Material Mal(. Rec. Wt. Each Size Adj. Size A B C 0 E Size Loadlibs. (In Ibs.) % 'Ie 1% 17/i6 2% 31,116 18ga.X% 300 .09 % % 111j,e 1lfe 2112 3Y16 18ga.X% 300 .10 1 % 1% 1 2112 33116 18aa.X% 300 .10 11f4 % 115116 1Y16 213/16 39116 18ga.X% 300 .10 111< % 2% 11,/16 3% 3% 18ga.X% 300 .11 2 % 2'l'16 1% 30/16 4% 18ga.X% 300 .12 211< % 2% 11f4 31Y16 5 16ga. X'Y. 525 .25 3 % 2% 11> 33,4 59/16 16ga. X 0/. 525 .30 3% % 3% 1% 40/16 60/16 16ga.X% 525 .33 4 % 3% I'll 4112 7 16ga. X';' 650 .41 5 11< 4% 1% 5% 8% 14ga.X% 1000 .58 6 Y, 5% 21f4 6% 913116 14 ga. X'Y. 1000 .92 8 11< 613116 2~(I 710/.6 12Y. 12ga.X% 1000 1.16 Note: If ordering Fig. 141F felt lined lumgers for pipe sizes of 3 'I! or under, order the next largest size to allow for the thickness of the felt lining. Designed for the suspension of non-insulated stationary pipe lines. The knurled insert nut, allows for vertical adjustment after installation. Fig. 151F has a layer of felt which separates the pipe from the hanger to uce vibration and sound. ordering Fig. 151F felt fined Irangers for pipe sizes of 3Y,- or linder, order the next argest size to allow for the thickness of the felt fining. '., PHD Manufacturing, Inc. Fig, 141 & 141F NFPA SWIVEL RING HANGER Fig. 141 Fig. 141F PRE-GALVANIZED PRE-GALVANIZED WITH FELT LINING i~; ~A ~~~....- }';:::; <8>@ MATERIAL: Low carbon steel MATERIAL: Low carbon steel 25 THREADED ACCESSORIES ~ . Fig. 10 FULLY THREADED STUDS Fig. 15 & 15L MACHINE THREAD HANGER ROD Fig. 15 Fig. 15L RIGHT-HAND THREADS RIGHT- AND LEFl-HAND THREADS FUNCTION: Designed for use in pipe hanger assembly. MATERIAL: Low carbon steel FINISH: Plain ORDERING: Specify rod size, length (B) and figure number. Max. Rec. Rod Loadllbs. Wt. Per Size 7500F inchllbs. 6500F %xB 610 540 .02 Y2X B 1130 1010 .04 %xB 1810 1610 .07 %xB 2710 2420 .11 %xB 3770 3360 .14 FUNCTION: Designed for use in pipe hanger assembly. MATERIAL: Low carbon steel FINISH: Plain ORDERING: Specify rod size, length (B) and figure number. Rod Max, Rec. Thread Loadllbs, Wt Per Size Length inchllbs. C 6500F 7500F %xB 2" 610 540 .03 Y2xB 2Y2 1130 1010 .06 %xB 2Y2 1810 1610 .09 %xB 3 2710 2420 .13 %xB 3" 3770 3360 .17 lxB 4 4960 4420 .22 . Fig. 20 & 21 CONTINUOUS THREADED ROD Fig, 20 PLAIN Fig,21' ELECTRO-GALVANIZED ~'}.,,"$. ..,,\'$$.~..''.;;.'''.*~ 1''':-'\'\'\'\ ' .' >"::-,".\,*\\'f;0,, ';~~:'M'\; ~, \--,':,: ,,,\",:,~'j},,,',:'\'.'')\\''~ ~\~, ,:,p' ,~>\:;"'\'\ ,\"i\\i'\<V" "'~""'1,\\,'.\>.'\~"'1:,,/\'\\\'1 \ ""<>,,,,',\" <::."".','),,\ . _\.:>0\ '.' .. \ '::', \ .<:,,\~\" ~..~ ' ......'. ~~', \\\\\,,,-:,<\0\ ' ~~,~,\\~\ . ~ FUNCTION: Useful in applications where stud lengths cannot be predetermined. MATERIAL: Low carbon steel ORDERING: Specify rod size, length and figure number. Packaging Max. Rec. Rod Feet Per Bundle Loadllbs. Wt. Per Size 6 ft. 10 ft. 12 ft. 6500F Footllbs. 7500F Y.-20 300 500 600 240 210 .12 %-16 150 200 240 610 540 .29 ".13 72 120 144 1130 1010 .54 %-11 48 80 96 1810 1610 .83 '1._10 30 50 60 2710 2420 1.25 %-9 24 40 48 3770 3360 1.65 1-8 12 20 , 24 4960 2.25 I 4420 . 12 PHD Manufacturing, Inc, BEAM CLAMPS ~ MATERIAL: FINISH: ORDERING: FUNCTION: Designed for attaching hanger rod to the top flange of a beam or bar joist, where the flange thickness does not exceed Y. inch. The open U design permits rod adjustment. The universal design of the % Fig. 350 allows it to be used in an inverted position on the bottom flange of a beam as well. APPROVALS: Underwriters' Laboratories listed and Factory Mutual approved. Complies with Federal Specification A-A-1192A (Type 19) and Manufacturers' Standardization Society SP-69 (Type 19). When used in an inverted position on the bottom of a beam flange the % Fig. 350 also complies with Federal Specification A-A-1192A (Type 23) and Manufacturers' Standardization Society SP-69 (Type 23) (Only for Fig. 350 with locknut). Malleable iron with hardened steel cup point set screw Plain or electro-galvanized Specify rod size, finish and figure number. ~ Fig. 350 & 350-1 MALLEABLE IRON BEAM CLAMP Fig, 350 Fig. 350-1 WITH LOCKNUT WITHOUT LOCKNUT A Rod Max. Wt. Each In Ibs.l Size Pipe Max. Rec. A B C 0 E Size Load/lbs, w/o nut wIth nut ...% 1 1'h 1% 'h 4 400 .32 .33 'h 1 1'h 11Yt6 'h 8 500 .33 .34 % 1 \1,. 1'h 1% % 8 600 .38 .39 0/. 15116 1% 2% % 8 800 .59 .63 % 1'1\. 1% 2% % 8 1200 .56 .60 ~<8> Note: See MSS SP-69 specs for proper set screw torque values. '" Reversible design approved for bottom beam use. 1 FUNCTION: Designed for attaching hanger rod to the top flange of a be or bar joist, where the flange thickness does not exceed 1 y.' ches. The open U design permits rod adjustment. APPROVALS: Underwriters' Laboratories listed and Fact Mutual approved (% & 14 size only). Complies with Fede pecification A-A-1192A (Type 19) and Manufa rers'Standardization Society SP-69 (Type 19) (On! Fig. 360 with locknut). Max. Pipe Max. Rec Wt. Each In Ibs, C 0 Size Loadllbs. w/o nut with nut % 11,1,6 1% 1% 'h 4 400 .37 'h 11,1,6 1% 1% 'h 500 .35 % 1% 2'1\. 2Y. 0/. 5 850 .49 % 1% 2% 2% % 6 9 .87 U See MSS SP-69 specs for proper set screw torque values. 34 PHD Manufacturing, Ine, S-A For concrete @<S> 3/8" In" 5/8" 3/4" S-C HAMMER BITS ''---1 I"",'''~ 1/2" x 6". 112" x 12" 5/8" x 6" 5/8" x 9" "---' I" ", ",-,-'~'- ""'"'-~ S-E SPEEDY FASTENERS FOR WOOD GST MODEL Self-tapping for use in wood with or without sheetrock. ~ 1111111111111> ~ ~ IJlllUllJlJU~ Power Loads - 27 Caliber Iii:'\ 27CSS Red Strip ~ <3> 27CS6 Purple Strip r~ Single Cartridges - 27 caliber 27CLS Red Single 27CL6 Purple Single 27 cal. S-D THREADED STUDS For concrete @<3> (Hilti 9190) ~_1-1W 3/8" ROD SIZE SHANK OIA. SHANK LENGTH @<3> GST 20 3/S"-16 1/4- 2" @<3> GST 30 3/S"-16 1/4- 3" GST 200 1/4"-20 114- 2" @ GST25-3S0 3/S"-16 3/S" 2-112" SWG MODEL ROO SIZE SHANK DIA. SHANK lENGTH SWG10 3/S"-16 1/4" 1" Self drilling and threading into wood. @ SWG 20 3/8"-16 1/4- 2- No predrilling required vi m 1111111111111> SWG 30 3/8"-16 1/4" 3" @ SWG25-3S0 3/S--16 318" 2-112" ~llllllIIJIIJ~ SST MODEL ROD SIZE SHANK 0lA. SHANK LENGTH Toggle for sheetrock or plywood. SST 30 3/S"-16 1/4" 3" 1/4" - 20 x 3" with 3/8" head SST 300 1/4"-20 1/4" 3" '<0. BOO-B54-'10'l5 ,^,ww.argca.cam I 5 FAX 760-727-3270 SPEEDY FA5'f'ENERS FOil etJNCIlETE SWC MODEL Self threading into concrete with standard 114" drill bit. IDH"'tI"~ ROO SIZE .ISWC 20 I 318"-16 SHANK DIA. SHANK LENGTH 5116" I 1.1/2" I , CST MODEL Self-tapping for use in concrete. ~"""". ROO SIZE ICST20 I 318"-16 SHANK D1A. SHANK LENGTH 5116" I 1-1/2" I 6-B SPEEDY FASTENEIlS FOil STEEL DST MODEL Use #14 Nu' Driver ROD SIZE SHANK CIA. SHANK LENGTH Self drilling and tapping in steel through 3116" thick DST10 318--16 114" 1" DST 15 318"-16 114" 1-112" Also used in wood. DST 20 3IS"-16 1/4" 2" DST 25 318"-16 114" 2-112- ~(IIIIIIIIIIIIe>-> ~IIII1I11IA DST 30 3IS"-16 114" 3" DST 100 318"-16 114" 1" DST 200 318"-16 1/4" 2" @ DST 516 3IS"-16 5116" 1-112" TEK MODEL Self drilling and tapping in steel. .TEK 50: up through 112" thick ~"III'"""C::>) ROD SIZE SHANK OIA. SHANK LENGTH <S> ITEK 50 [318--16 I 12-24 I 1-314" I DSTIl MODEL SWD MODEL Self drilling and tapping in steel up to 3116" thick ~{IIIIIIIIIIIC:>> ROO SIZE SHANK DIA. SHANK LENGTH @<8> DSTR 1 318"-16 114" 1- <8> DSTR1-112 3IS"-16 12-24 1-112- @ DSTR 516 318-.16 5/16" 1-112- ROO SIZE SHAN!< DIA. SHANK LENGTH @ SWDR1 318"-16 114" 1" @ SWDR 516 318".16 5116" 1-112" @ SWDR 1-112 318"-16 12-24 1-112" ROO SIZE SHANK OIA. SHANK LENGTH SWD10 3/8"-16 114" 1" SWD15 318"-16 114" 1-1/2" SWD 20 318"-16 .114" 2" Self drilling and t3J>plng in steel through 3116" thick. Retainer nut Induded. .DSTR 1-112: Same screw as TEK SO with retaining nut. .DSTR 5165116" shank diameter for use in steel up through 3116" thick. ID""1l1A ~ SWDIl MODEL I / Installs into the side of steel members. fI/ ~~ m"IllIllA~ .- 600-654-'10'15 www.argca.cam' 6 FAX 760_72'7-3270 GIAo Xlr NO' VU'O'NG TO' D~O VieT NAM Queen of Vietnamese Martyrs Parish 4655 Harlan Street Wheat Ridge, Colorado 80033 (303) 431-0382 May 2nd, 2005 Chad Root Code Administrator 7500 West 29th Avenue Wheat Ridge, CO 80033 Dear Chad, I, Fr. Hilary Hai Khanh Nguyen, CMC Pastor of the Queen of Vietnamese Martyrs to cetify that we will use the insurance from the church to cover the insurance for all volunteer works at the Queen of Vietnamese Martyrs Church. Attach here is the copy of the Ceritficate of Insurance from our church. If you have any questions please contact me at the address above. Thank you with all your help. God bless you. Sincerely yours, 1i~( CUr.c. Rev. Hilary Hai Khanh Nguyen Pastor (e) RAt1M('; (I) j 11II ,-- ---- ., I,Q <I 14 WALK AND RAMP N fOP -44. I 4' I I I I I I I I I I I 9 (e) 1 2 44. REMOVE PAVEMENT 44. WALK TE PLAN N~\) ~O , ~~~ -. 1.~\\'L ~ . .. ~\~~ . <ri, \ ~ '\: oiol." ~~",.,.~ ,. ~\,O~:., ~ ~<(\~. ccv- \) c~o\ (e) PAVlNNG ID (!) Z ... Q ..I - :) III RAA.ING (e) WALK T AND B 14 AT 1 ...... '4 DOWEL 1 DRill AND CURB (e) PAVEMENT AND REMOVE PIPE RAil VEMT. BlDG.B TYPICAL, CURB ECTION ECTION ~~ 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 BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEA T RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 12203 Chapel OWNER: Queen of Vietnamese Martyr ADDRESS: 4695 Harlan Street 5.5 ~ PROPERTY ADDRESS: 469'5' Harlan S1.. Wheat Ridge, CO 80033 DATE 2/5/02 CIDEF BUILDING OFFICIAL ZONING ADMINISTRATOR Jun 05 02 11:54a Peak to Peak Encineerin~ 303-928-2362 1".1 PEAK TO PEAK ENGINEERING, INC. Structural Engineers June 4, 2002 Robert Wojtki.wicz RA. W. Builders 1990 Eaton Street ~r,C080214 Re: G3rage Roof Framing Review 7877 W. 46'" Wheatriclge. CO Prqject #002076 Dear Bob, At your request. Peak To Peak Engineering, Inc. has perl'ormed a visual sit. review of the detached page at the above noted residence on J1me 4, 2002. The JlII1'PClOe of our visit _ to evaluate the coffered ceiling who's conslIUdion intenupll!d standaId ceiling c:oIIar ties. The following is a list r1 our recommendations. We recommend the addition of the following; I) Add Simpson 1212L "L" <traps to each of the four exterior corners and fully nail 10 lb. exisling2xl0 top wall p1ate wh.... it overhangs Ibe 2x4 wall framing. Provide a Simpson Sf18 strap at any break in the 2xl0 top plate along the walls. 2) Add (3) - 318" diameter x 4" ~ screws up Ibrough lb. 2x10 top plat into the '2x8 corner hip raft.... Locate them through Ibe 45 degree ends of the 2xl0 topplales at each affour come... 3) Add a Si_ Sfl8 strap across the ends clthe 2x8 hips and 2x8 rafters that intersect at the ridge of the hip roof: Fully nail each strap to the ends of the rafte... Please I.t me know if you have any ques!ioos or if I can be affurther assistance. Sincerely, ., \\~\~;;~~: I ' :! :_! f.'.,,, I', ~1~.':S\'- "Ll' -'~"'''' $t5~~:;'-~.:-:.~.:. .. .<:t ~~."cS-"~ ..~~.... - ~ ~ :~ ..c.~ ;;;. == .4(' .. .=; ~t %7202;~ a,~ :"'=Jg .~~ ~ ....~~ ~~~.Jr;'~\\\~~ '~'i\\l\~ , ...'/ ct, el 2-2-0?J 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 '55 JOB ADDRESS ~ t+1'1-!c.-UL y, .SC-. BUILDING PERMIT NO. 122-D~ DATE ISSUED ~ I TYPE I OCCUPANCY I OWNER G\ \ N n (~' 'Ii e+~RnLi Se__ lv\/ll h ^' 5 CONTRACTOR (' I (,- II <; \v I L( ~ '( , ) '\ ',j SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation (above must be signed prior to framing inspection) Framing Insulation Drywall nailing Roofing Refrigeration Electrical underground .r;. Fin I Electrical Plumbin Heatin & Ventilation Frame R.OW. & Drainage Fire Department Parking & Landscaping ,& OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Date: :-1H\D; , A Certificate of Occupancy or Completion has been requested for: ADDRI:88: 4rv C'J~! +~ c'l0 L:L,'1-+' PURP081: Of STRUCTURI:: (l()(\,clYt ClX~4 A C (! (L:k( 4(J Building Department Approval: JJt- ? Remarks: Zoning Approval: Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water'District Approval: (If Applicable) Remarks: >' . . WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234.5933 INSPECTION RECORD /1 n r II7A./ 7 TYPE OCCUPANCY /)).... JOB ADDRESS OWNER \t i €; CONTRACTOR fYf1f/1 ~ 11 11i1fmiJA/l { SETBACKS FROM PROPERTY LINES: NORTH L&rSfYlJ..rp6V1 (6., t I'lt!.-. SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAiNING TO THIS JOB INSPECTION DATE INSPECTOR FOI. Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED .1 Concrete Slab 'FI~6;: ,( '-<. t i\ 1 ",,," Electrical (Ground Work) _ . v . I '~111 j Ij' . Plumbing (Ground Work)'1 I;. Ii.' Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED " 1'-' . . . I . . . l~ Rough Electrical Rough Plumbing Air Test Gas Piping I Rough Heating & Ventiiation ~l ~. ';, <, K.;f,J1> f%e8 6 ~tl".... " 1.."-- , . " f" 1<:: P 1'_' ~ Framing Insulation Drywall nailing ";; Roofing Refrigeration Electrical underground ,~. ) ,. ,.,. ", ""';" . cl/I >/&<,"",;' Fin;!1 ~. iI, / / Electrical J: .,.. ,.' ~ I 1/ ,1"\ . "., ,. . PlumbinQ , I h'l. , Heating & Ventilation I .' /; / /, . Frame . , R.OW. & Drainage Fire Department cfJf? ~ I-~'l/ ~ A'? Parking & Landscaping CfY. o./r J!~ ~/ O?- 15, C OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER P SPRINKLER SYSTEM PRESSURE TEST o FIRE MAIN PRESSURE TEST o HOOD & DUCT SUPPRESSION SYSTEM TEST \It FIRE ALARM SYSTEM ACCEPTANCE TEST o OTHER LOCATI, &/{'M<IL"t:r;,::;;qr~ 8&'----'1..- l/~~rl.f.-l,.,., DATE: ,-t!6-t}?- CONDUCTED ::: ~=~~ SYSTEM PASSED)q FAILED 0 REQUESTED C~~2i!EfFf!:t;Z~?;/2?;.r!?-';j;f::~/' SIGNED:~.JAe(u.:t _ydt-u.J/ZriJi) i--h2~nA-rti~i~.N~~b~~--mn.._nmnu__--__m_.+m----_'__h---m- x (;{'C-'(LtU~ L DAgent o Addressee DYes ON. 7l.ll1o ~575 J.i!'" ~'l3'1 ~'II'1 3. Service Type CERTIFIED MAIL 4. Restricted Delivery? (Extra Fee) 0 Yes 1. Article Addressed to: D. Is delivery a dress different from Ilem 11 If YES, enter delivery address below: Queen of Vietnamese Martyrs Parish C/o Rev. Bartholomew Do Thai Hoa, CMC, Pastor 4655 Harl an St. Wheat Ridge, CO 80033 PS Form 3811, June 2000 RE: Elevator Insp. l, Corr(:ction SENDER: ~heat Ridge Bldg Dept. Domestic Return Receipt The City of 7500 WEST 29TH AVENUE . WHEAT RIDGE, COLORADO 80215 CWheat 'Ridge December 7, 2001 Queen Of Vietnamese Martyrs Parish C/o Rev. Bartholomew Do Thai Hoa, CMC, Pastor 4655 Harlan Street Wheat Ridge, CO 80033 RE: Elevator Inspection and Corrections Dear Sir, This is to inform you that the elevator at 4655 Harlan Street has been reported to be inoperable for an extended period of time. The elevator inspector has re-inspected the elevator on two occasions and found the violations have still not been corrected. This is to inform you that the elevator violations will be required to be abated and reinspected no later than Januarv 14. 2001. Failure to correct these violations and have inspected and approved by this date will result in the building use being discontinued until corrected. The outstanding violations are considered life safety issues and must be corrected by the above date without exception. Should you have any questions or comments please contact me at 303-235-2853. ~ l/ 0~ \1J1J~ ff0I Cc address file Dave Roberts, Wheat Ridge Fire District Bill Gardner, DRCOG Elevator Inspector Alan White, Planning and Development Director (303) 234-5900 . ADMINISTRATION FAX: (303) 234-5924 . POLICE DEPARTMENT FAX: (303) 235-2949 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/ 235-2868 FAX 303/235-2857 The City of Wheat Ridge September 27, 2001 Mr. Michael Hicks, P.E. Mountain States Engineering 12860 W. Cedar Drive, Suite 102 Lakewood, Colorado 80228 Re: Queen of Vietnamese Martyrs -Second Review Comments of Final Drainage calculations and Construction Plans Dear Mr. Hicks, I have completed the second review of the above referenced documents for the technical documents received on September 20, 2001, and have the following comments: According to our information, the latest submittal has not addressed any comments from the City's review letter dated July 6, 2001 and remain the same. Drainage Study (Discussion) 1. Approvable 2. Please provide P.E. seal and signature on the final approved report. Drainage Study (Appendix) 1. Approvable Drainage Plan(s) 1. Approvable 2. Please provide (when appropriate) P.E. stamp and signature. Please provide 2 signed and stamped sets of the drainage report and plan with the third submittal, Construction Plans 1. Please provide top of new wall elevations. 2. Please provide 2 stamped copies of the construction set of plans and calculations for review. 3. Please enclose cover letter describing scope of work. 4. Please discuss the following concerns in the cover letter: . will the new addition to the wall allow for pedestrian access the entrance on the west side of the building? . if water does get onto the walkway around the building, how will it release from on the north side of the building? Will there be some form of weep holes or other engineered release? Application for Minor Dumping/Landfill Permit Prior to the commencement of any onsite grading, an Application for Dumping/Landfill Permit, along with fees due will need to be submitted for review and approval. Traffic Engineering A copy of the construction plans has been forwarded to the City's Traffic Engineer, Mr. Steve Nguyen, P.E., 303-235-2862 for review. Please return all red-lined prints with the third submittal. Building Department Requirements 1. Please provide access information (ingress and egress from the building) with the new curb in place. 2. please provide ramp and handrail/ guardrail details. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia Development Review Engineer cc: Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Dave Brossman, City Surveyor Meredith Reckert, Sr. Planner Darin Morgan, Chief Building Official Tom Reck, Architect (Reck and Associates) John McGuire, Denver Archdiocese File (3) queenvietnamese Jeview3.ltr 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/235-2868 FAX 303/235-2857 The City of Wheat Ridge July 6, 2001 ~ u 17? ItIi-/" ~tJ! fI( Mr. Michael Hicks, P.E. Mountain States Engineering 12860 W. Cedar Drive, Suite 102 Lakewood, Colorado 80228 Re: Queen of Vietnamese Martyrs -First Review Comments of Final Drainage calculations and Construction Plans Dear Mr. Hicks, I have completed the second review of the above referenced documents for the technical documents received on June 29, 2001, and have the following comments: Drainage Study (Discussion) 1. Approvable 2. Please provide P.E. seal and signature on the final approved report. Drainage Study (Appendix) 1. Approvable Drainage Plan(s) 1. Approvable 2. Please provide (when appropriate) P.E. stamp and signature. Please provide 2 signed and stamped sets of the drainage report and plan with the third submittal. Construction Plans 1. Please provide top of new wall elevations. 2. Please provide 2 stamped copies of the construction set of plans and calculations for review. 3. Please enclose cover letter describing scope of work. 4. Please discuss the following concerns in the cover letter: . will the new addition to the wall allow for pedestrian access the entrance on the west side of the building? . if water does get onto the walkway around the building, how will it release from on the north side of the building? Will there be some form of weep holes or other engineered release? Application for Minor Dumping/Landfill Permit Prior to the commencement of any onsite grading, an Application for Dumping/Landfill Permit, along with fees due will need to be submitted for review and approval. For your information and submittal in the second review package, a copy of this permit is provided. Traffic Engineering A copy of the construction plans has been forwarded to the City's Traffic Engineer, Mr. Steve Nguyen, P.E., 303-235-2862 for review. Please return all red-lined prints with the third submittal, Building Department Requirements 1. Please provide access information (ingress and egress from the building) with the new curb in place. 2. Please provide ramp and handrail/ guardrail details. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia Development Review Engineer cc: Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Dave Brossman, City Surveyor Meredith Reckert, Sr. Planner Darin Morgan, Chief Building Official Tom Reck, Architect (Reck and Associates) File (3) queenvietnamese Jeview2.1tr City of Wheat I!idge Building Department 7500 w. 29th Ave, Wheat Ridge, CO 8021 5 (303) 235-2855 Bob- (303) 235-2850 Darin- (303) 235-2853 It has been brought to our attention that the property at ~\ \-kU~tL:\c Dx-- may be in need of the following: o fence or wall permit o Iloofing or Siding permit o Deck permit o Sprinkler permit o Shed permit o Sign permit o Driveway or walk- way permit o ncavation permit o Demolition permit o Interior/rxterior Ilemodel permit o Detached/4ttached (iarage permit o 4ddition to residence permit 'l2i 8'c-bc~ G~'() o Please call or stop by City Nail within 7 days for information. Thank you. roG City of Wheat Ridge Building Inspector lal~lCJ \ Date BILL GARDNER 303-888-7693 Wheat Ridge Elevator Inspector - ASME A17.1 May 30, 2001 Wheat Ridge Building Department Re: Elevator Queen Of Vietnam Parish C4li55 HarlanM ~ Wheat Ridge, CO This elevator was initially inspected by Randy Pabst 4-5-2000. The elevator failed due to life safety issues (smoke detectors). The elevator was to be reinspected in April 2001 and the same violations existed. The building is occupied, however the elevator appears to be shutdown. My concern is that the fire department needs to know that the elevator does not operate. My recomendation is to get the elevator turned over and released to the owner for public use as soon as possible. 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: 12203 Date: 5/24/2001 Property Owner: M.d Property Address : ~ HARLAN ST Contractor License No.: 19911 Company: C. T. Construction OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 437-0382 Phone: 469-7466 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 com~ with the Wheat Ridge Building Code (U.B.C.) and all other apPlicable.w. heat Ridge oralnan,9'S, for work under ~U j. erm~ (OWNER)(CONTRACTOR) SIGNED " DATE ." Description : TE~V. MENT (CHAPEL) Total: $30,000.00 $23.50 $188.00 $0.00 $211.50 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: BUILDING DEPARTMENT USE ONLY 1II1]1II11I1iIF"... Approval: Zoning: SIC: Sq. Ft.. ~ Approval: DM OK 5/24/01 'OUTSTANDING ELEVATOR INSPECTION ISSUES TO BE COMPLETED BEFORE USE OF TEMPLE AND C/O ON TEMPLE. Approval: Occupancy: Wails: Roof: Stories: Residential Units: Electrical License No: 19930 Company: KVP Electric Expiration Date: 12/4/2001 Approval: OK/KS Plumbing License No : Company: Mechanical License No : 20244 Company: Environmental Control Systems Expiration Date: 2/8/2000 Approval: 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 the State of Colorado and to the Zoning Regulations and Building Code 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 (60) days from issue date or (B) the building authorized is suspended or abandoned 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 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 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 that will change the natural flow of water causing 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 proceediing with successive phases of the job. (6) The' uance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions i 0 e m or any other ordinance, law. rule 0' 'e9"'alion. Chief Buildi Inspector Di;:PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number [lLO; BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE C WHEAT RIDGE, CO 80215 - (303-235-2855) t:'~p ~ Ub'/~~c!?i& ~1r A'C;~~L qL I,q / I (7 T c?4:? )~,LV //M 7Y~ '?<I'h~Z'1'1 Phone(Jv>>) fZ;-;7- 0502- Phone(3vY S1".p-/77~ Property Owner: Property Address: Contractor L;cense 1\10. Company: OWNEF<lCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are aCC:.Jrate. and do not '/iolate applicable ordinances, rules or regulations of the City cf Wheat ,~idc;e 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 ail conditions :Jrinted en this application, ar.a chat! assume full ,-esoonslbility for.:;;;e~. With the Wheat Ridge Building Cede (U.8.C.) and all other applicaOle Whea;; . ^ e ordi~_~s, for work under thiS permit. . < (OWNER)(CONTRACTOR) SIG~' .,-..-.--. DATE Description. Te-,V4,d/- /#/'/-<:?I/e/C'C~- c:'#A1-/?C-. BUILDING DEPARTMENT USE ONLY ?,q011J_omrrr~~ {)(J~~,'~/. C/eyad-w .1'/2>1' b:;v?:.'-". Approval: .,l" k u."Pr,kld ~("'(. <..),k "'/ Zoning : T~1c ~ C/O ...., ~k, B.i'llll1l1l.EIWto.nmr~.u d--:k- 12 i{)/ Approval: !im1/1~"JlI!;;;;uo;qm!ll.l!.IJ.~ Approval: Occupancy: Walls: Roar: Stories: Electrical License No : Company: I q(j3 K~ ? [(.dy, (' . Expiration Date: Approval' Expiration Oat Approval: Construction Value: tr'l/n, Permit Fee. '1 lor< - 2 ('(2 F I-'-:se :3X 8&/ tP.e? 0 2.~. 50 I f?8'. <' 6 Total: 2..11. G () Use. Mechanical Licen No; 2C 2-4 4 i::.cJevl rr.r i'\g ..ti (L l (~,.d"t;l ''::7cY1-\<c \"Y> Expiration Date: Approval: This permit was issued :n accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to ihe Zoning Regulallons and BUilding Code of Wheat Ridge, Colorado or any other applicabie ordinances of the City. This permit shall expire If (A) the wor!<. authonzed is not commenced wlthm Sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a penod of '20 days. If lhls permit expires. a.1ew permit may be acquired fer a fee of one-half the amount normally reqUIred, provided no changes have been or Will be made in the anginal 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. fuJl lees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem, Contractor shail notify the Building Inspector t'wenty.faur (24) hours in advance (or all inspections and shall receive written approval on inspection card before proceediing WIth successive s of the .ob. The issuance of a permit the v 0 rawings and specifications shall not be const11Jed to be a permit for, nor an approval of, any violation of the provisions of the bUilding codes 0 ny a . ,law, rule or regulation. 11) (2) (3) (4) (5) (6) . HanLite Bamboo Flooring Bamboo floorings are made of Mao(hairyl bamboo. Mao bamboo will be used to make bamboo fumiture. artifacts and floorings when they have grown for five or six years, the best age for bamboo products manufacturing, Test results from different resources show that bamboo floorings are much harder than red oak. 15% to 50% harder, Hanlite Enterprises provides random size. unfinished or preflnlshed bamboo floorings. between 73- end 19- In lengths. 3-5/8- in width and 5/8- In thickness. both natural and carbonized color. a-ply or sideways, Base shoes. nosing, reducer. floor register. etc. are also lIV8i1able. Test Result Specifications: Three layers, all bamboo, tongue and groove plank 36 inches long by 3-5/8. inches wide by 5/8. thick. factory pre- finished with a coats of 100% solid UV cured Acrylic Urethane. under 8% - 10% 0.68 grams per cubic centimeter When contact with the burning cigarette on the surface for 30 seconds, no obvious change occurred, Tensile strength: 11.8 Mpa Shear strength: 5.6 Mpa Variation of size under -4 degree Fahrenheit for 4 hours and moisture for 24 hours: 0,1 % vertically, 0,2% cross Abrasion Resistance: (2,000 cycles) weight loss = 0.01 grams per square centimeter Moisture: Density: Flammabliity: Installadon In fact. there is not much difference in installing between bamboo flooring and other hardwood floorings, Our Hllnlite bamboo floorings can be installed with glue/adhesives on various surfaces. e,g, concrete slabs, Area to be instal1ed, temperature and humidity are to be brought to normal usage levels the ~e as for oak-wood floorings for about 48 hours before installation and maintained at those levels after installation. Allow to acclimate on site for as long as possible before instaJIation, Clean the sub-: floor thoroughly. Keep it dry, smooth and free of dirt, 'Wax, oil, paint, curing agents and other contAminants that would affect the adhesive bond. Wood sub- floors must be sanded level prior to new instal1ation and must be 2 layers of 5/8" plywood. Put spacers along the walls to maintain 1/4" or 5/8" expansion zone. Make sure starter rows are firmly in place by wedging or face nailing. When first rows are secured, second and further rows sha1l be blind nailed directly above tongue at a 45 degree angle to the face. Fasteners shall be spaced at 12-inch intervals. Where possible moisture conditions may exist now or in the future, use a moisture barrier wood-flooring adhesive. Where moisture conditions are of no concern, any high-grade wood adhesive may be used. Although bamboo flooring is much more stable than all wood v0th the exception of mesquite, direct contact with a constantly wet slab is not recommended. Reverse vinyl or sleeper sub floor should be used to isolate the bamboo. Expansion & Shrinkage Because of its high density, the way they are laminated, bamboo floors do not expand or shrink as easy as other wood floors, ideal for kitchen and laundry places. Maintenance Daily clean with wet cloth. Avoid water leaking from veranda, bathroom or kitchen to the floor. Do not clean the floor with water. Wet cloth is recommended. Refinish When it is time to do refinishing, just sand the floor and put new finish. No need to retain .' because the floor is stained all way through. Warranty Each plank for color, finish and quality should be inspected before installation. If not ."n.:lled, rerum the uncut board to your cieaier and HanUte will replace it without further charge. If any defects attributing to the manufacturing like delamination, milling, we will replace materials at no cost to you as long as you are the original purchaser. We are not responsible for any accidental moisture problems caused by dishwasher, toilet, and tub overflows, or any other incident beyond human control. Scope of Applications Bamboo flooring can be applied to residential houses, commercial real estates such as offices, gyms, exhibition halls, restaurants and other recreational places, ete. Contact: Hanlite . Enterpr1SeS 8344 Char.lnttP Woy 'Denver, CO. 80221 Tel: 303-428-8889 Fax: 303-428-8886 Email: maliam0708@aol.com - ~............. 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/ 235-2868 FAX 303/235-2857 The City of Wheat Ridge May 24, 2001 Mr. Michael Hicks, P.E. Mountain States Engineering 12860 W. Cedar Drive, Suite 102 Lakewood, Colorado 80228 Re: Queen of the Vietnamese Martyrs - Review Comments of Amended Drainage Study, Grading & Erosion Control Plan, and Construction Plans Dear Mr. Hicks, I have completed the review of the above referenced documents for the amended drainage report and plan received on May 16, 2001, and have the following comments: Drainage Study (Appendix) 1. Please change the allowable release rate from the 10-year to the 5-year rate. 2. Please provide P.E. seal and signature on the final approved report. Drainage Plan(s) 1. Please label and show the limits of the new drainage basin B- 3 . 2. Please label pond A and pond B on the plan. 3. Please provide (when appropriate) P.E. stamp and signature. Please provide 2 signed and stamped sets of the drainage report and plan with the next submittal. Grading & Erosion Control Plan 1. Please include an erosion control plan for the site. Application for Minor Dumping/Landfill Permit Prior to the commencement of any onsite grading, an Application for Dumping/Landfill Permit, along with fees due will need to be submitted for review and approval. For your information and submittal in the next review package, a copy of this permit is provided. Right-of-Way Construction Permit(s}/Licensing 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. Please return all red-lined prints with the second submittal. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia Development Review Engineer cc: Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Dave Brossman, City Surveyor Meredith Reckert, Sr. planner ~'-"--'~--~-,- ~ '~_._--'-'-'~-"~~.--:'7'-~'--" "..--,...,--.-_.,......-~.....,..~"- ~.,-_..__.....--_I 'i I BUILDING DEPARTMENT f (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice l , i I I r I f , f i , Job Located at 1-1 h 5 <) )!-4 r I,,,,, ;; I' 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: I) J~> ;yoo-",j hr C '{,j';/C / , .< I ;;./J ~:;;"'/~Aln/J<d' I^jl/k.>rl flOt -I/n! ;~~/ I;~~ 1,::r,,,,; . 3) -~---'- ' /)__.'>_~ _7'" ,__ j,1 /;/p/,/,J,1 I'> (l I, / ,;J '11~.J / f I I I , f I I f f ! You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. s;/ S/O I .. l~ (/~ Inepector lor -. Dept. Date DO NOT REMOVE THIS TAG FORM WR6.22 -~:"'----- ,~.,__..__..-.._~.__...",--,-,-c. _"'~'~~"~~~"''':''_~~-'-_''_' ~-,<.-----,--,-:..=---.:..,_.._.u,~.o__..,_.~,~,_,. .,_,-.~ ~_~_._ _'-'.-.._ 1 I 1 'j j I I 1 I ~ , i j ; 1 1 I 1 I I 1 , 1 1 I I i 1 I I ! , 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/235-2868 FAX 303/235-2857 The City of Wheat Ridge March 23, 2001 Reck and Associates Mr. Thomas Reck 9605 W. 49"' Avenue Suite 300 Wheat Ridge, Colorado 80033 Certified Mail #P 963 361 083 Re: Queen of Vietnamese Martyrs Community Center, 4655 Harlan Street, Wheat Ridge, Colorado Dear Mr. Reck, The Public Works Department would like an updated status report and schedule for resolving the drainage issues at the address listed above. Please submit this information in written form so that the status and progress of this site may be updated. The Public Works Department was told on February 15,2001 that an updated schedule would be issued. No scheduled has been received as of the date of this letter. The City of Wheat Ridge has been patient with the tenant in order to bring resolution to this issue. Please submit the written document to the Public Works Department no later than April 6, 2001, so this project file may be updated and to avoid further actions being taken by the City. Please call me at 303-235-2868 if you have.any questions. Sincerely, ~6~' Michael Garcia Development Review Engineer cc: Bob Goebel, Public Works Director Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Alan White, Director of Planning and Development Darin Morgan, Chief Building Official Meredith Reckert, Senior Planner John McGuire, Archdiocese of Denver Rev. Bartholomew M. Thai Hoa, Queen of Vietnamese Martyrs Kurt Lang, P.E., P.B.S.& J. Engineering File (3) Certified !-hil # P 963 361 080 # p 963 361 081 # P 963 361 082 4655harlan _ draincert3.1tr 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/ 235-2868 FAX 303/235-2857 The City of Wheat Ridge February 7, 2001 Post Buckley Schuh & Jerigan, Inc. 5300 DTC Parkway Suite 150 Englewood, Colorado 80111 Re: Queen of Vietnamese Martyrs Community Center, 4655 Harlan Street, Wheat Ridge, Colorado Dear Mr. Quinney, The Public Works Department would like an updated status report and schedule for resolving the drainage issues at the address listed above. Please submit this information in written form so that the status and progress ofthis site may be updated. The City of Wheat Ridge has been patient with the tenant in order to bring resolution to this issue. Please submit the written document to the Public Works Department no later than February 16, 2001, so this project file may be updated. Please call me at 303-235-2868 if you have any questions. Sincerely, Michael Garcia Development Review Engineer cc: Bob Goebel, Public Works Director Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Alan White, Director of Planning and Development Darin Morgan, Chief Building Official Meredith Reckert, Senior Planner Thomas E. Reck, Reck & Associates John McGuire, Archdiocese of Denver Rev. Bartholomew M. Thai Hoa, Queen of Vietnamese Martyrs File (3) 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/ 235-2868 F A...X 303/235-2857 The Ciry of Wheat Ridge February 7, 2001 Post Buckley Schuh & Jerigan, Inc. 5300 DIC Parkway Suite 150 Englewood, Colorado 80 III Certified M3.il #P 954 157 059 ~u &' (,L Re: Queen of Vietnamese Martyrs Communiry Center, 4655 Harlan Street, Wheat Ridge, Colorado Dear Mr. Quinney, The Public Works Department would like an updated status report and schedule for resolving the drainage issues at the address listed above. Please submit this information in written form so that the status and progress of this site may be updated. The City of Wheat Ridge has been patient with the tenant in order to bring resolution to this issue. Please submit the written document to the Public Works Department no later than February 16,2001, so this project file may be updated. Please call me at 303-235-2868 if you have any questions. Sincerely, ~~, Michael Garcia Development Review Engineer cc: Bob Goebel, Public Works Director Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Alan White, Director of Planning and Development Darin Morgan, Chief Building Official Meredith Recker!, Senior Planner Thomas E. Reck, Reck & Associates John McGuire, Archdiocese of Denver Rev. Bartholomew M. Thai Hoa, Queen of Vietnamese Martyrs File (3) 4655harlan _ draincert.Jrr The City of LI~'? ~ fl,z, { {/fYJ GWheat GRidge P.O. BOX 638 WHEAT RIDGE. COLORADO 80033 MEMORANDUM TO FILE . PAGE OF I FlU NO.: h-~,I. P- ~ of y.le,. c:.....T7-W'-..1 '-- Cl-f~e.u-f SUBJEC't....... ~" e- U"'TlFIL~O,J LeTrET- ATTENOANCEIWITH {L.....t...s L",,,, e. of" PB> 4.J e/Y'G/N'fr6'~N'~ /^'C. Q MElTING 11 TELePHONE NOTES FOLLOW UP A ION I ' Zc, M - lL,,~-r ~"e. I f'ofU11C'l> E fHA./ '!;iff e/'lG/"';eE~ -t:F<-o,<<p J . ic:-J",; JJ ,T,;. W*5 ~ L?u/Z.ve. ",,/ZO.S ",..,- ~TU?f) rl-tt>T If; L.-oul.-,) ~ A ~1Z.A ( t....L.~ 'Ti> PEl <;. o. es vV t!JUl.- 4ri?iI' rJ <?1U.- ~ I -0 Sf!- H:;rt.. f I 5 SITE ~ I,,4Lfi If.. 61Z4vNV F=r-LGMS ;;f.ll'r l1%f'r SffE. r!:) ;..Je. c..u 0 '-' '-l> We. L< Eo C,1-\, I< .rJ'4tt:rz.y~'ft.4) C.A (;.C> Tffe ~(I!"re. ~ 5er.rr /!> 7ire 1. U.Ei' ...,A 5 -rc; T i-J.-A.'T 'IH7J rz.>Jeci 'ilu-eN/U) '(;e >1f"1€- ~ 7500 West 29th Avenue . Wheat Ridge, Colorado 80215 Telephone 303/235-2868 FAX 303/235-2857 The City of Wheat Ridge December 14, 2000 Post Buckley Schuh & Jerigan, Inc. 5300 DTC Parkway Suite 150 Englewood, Colorado 8011l ~' Re: Queen of Vietnamese Martyrs Community Center, 4655 Harlan Street, Wheat Ridge, Colorado Dear Mr. Quinney, The Public Works Department is requesting that the required Drainage Certification Letter for the address listed above be submitted to finalize the Certificate of Occupancy. The Approval Letter for the construction at 4655 Harlan Street requires the Engineer-of-Record to submit this letter certifying the site. The Approval Letter that is referenced is dated December 15, 1997. Item number 6 states the following: Upon completion of the drainage improvements the engineer, Mr. Patrick Quinney, 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 is in accordance with these documents. The certification letter shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. The City of Wheat Ridge has been patient with the tenant in order to bring resolution to this issue. Please submit this certification letter to the Public Works Department no later than January 14,2001, so this project file may be properly finalized. Please call me at 303-235-2868 if you have any questions. Sincerely, Michael Garcia Development Review Engineer Post Buckley Schuh & Jerigan, Inc. 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I ; l:: I ! _ I · I Jetl ql~ t C I ~~- J i j:.:H 1. l~ lL ~--L...l I -------~- -.----.. (.I) , t ~ 2Jf.' ~-:) -- 'i' .I, all, 't' I Q -~ 1~1 ~--L tli~ ~-~- - ~ ,it, ~ x p V? ~ S ....... n ...... ......... .... - 1 r- ~ ~i ~ t::l fA I 1-11I n ~ ....... C1 -0 M 1> it) n cfT1 " < r1 fT1 Z -f M A) ("") o 3 CJC: =r ~ 3 0 ~ m ~) ~ C\ .~~~~ I ~~~~ I \~ '-- en ..... ~ .. -n r ~ ~ I """'---I.' ~ ~ ~ ! ~ ~~ ;: ~ ___ ~ "0.V ~ a~1r~-<~ s ;- L ~ ~ ~ ~. en ~ ~. ~ g. ~ \ P .,~. !::to c: ;:l S. \ ~ ~l Cl -0 -. c.. ~ ~" \\~' ~ ~( :ij: ~ [~~ en, ",..t. \:;,r ~ '"" cc ~. o' :c g. :!\ ~'r ~ Yt Y ~ ~ * [ ~ Y" ~ ~ ft .. ~ ~ CAJ ~ ~~J ~ ~ ~ S ~ ~ t 3 ~~ ~ ~ ~CV t ~~\ \'1 ~ ~":\ ~ ~ ,ft,,~. ~~~ tJ ~. \\ -, ~ ~ ~ ~ ~ . ~ ~ "~' ~ ~ ~ ~~~ r ~ ~ ~ u t ~ " t ~ ~' ~ ,,' t ~ ~.- " ~ ~ ~ ~ ~ ~. t ~ ~ J\. _I ~ \J ~ ~ ~ 1 t ~ ~ t:1 AJ J> ZE:: 3: -0 M ;t) '" <: ......., --I n "t,../ ~ ~ ~ "" -~ t v l " , ',~,~_'L ... i' , ..... --~ .----- ~ --I. '. h'", ': - . .", ;: ~ , 'f': " .' ...': , ", .~: J,,':;' ':'::" . ~,:':' . : , Xi ::. -.''c''-; - . .' ~" . . -' --' : - - .... -- , "':'" ":: ;;: .1 Cft D SPRINKLER SYSTEM PRESSURE TEST tJ FIRE MAIN PRESSURE TEST o HOOD & DUCT SUPPRESSION SYSTEM TEST ~ FIRE ALARM SYSTEM ACCEPTANCE TEST [J OTHER LOCATION: t}l.Lt-~j.)~ V(€-+"...~ - DATE: ~-{b-OO REQUESTED BY: 19-1" ~.,eJI CONDUCTED BY:~j~.f:s SYSTEM PASSED 9r .:p",V+:"0,,-? - ~(h5 ~/J"'-r.Pi!t.U FAILED 0 Ie ,) e-I... ~ I/d".po{ SIGNED:~ IUd -';;L<- UJJer-f>)>. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 'I' ~ 55 J-/l1tU ()..r>-. 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: I.) {) b&' e'b.,drJLu-i ./ J. .:>),v7-o-J."r~' ,,- <> J J eo-..b", o/~,.. p7o.-c;),l..-. 'k/M/iJJ'" af<!iA'.r>.,Ic, If) M,,:<;h .sf<>;nkft,j j~,./ JJ.!k."} fj I-Iood. w~re' T- . fh.€..f'.)s ("{t .' /, '-"'/I; . ~ r:r-€ Cr.wJ/G Cpt/:....? ._.~/n..i ),c<>'S I." J'TW.d,. 120D~ rI be;)< &!:rJ/....c ce;J:....? 0-1 oo.f. You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date S/,t/"", cO ~- , 1 I s or lor Building Dept. DO NOT REMOVE THIS TAG FORM WR6-22 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: APPL\C.~TION Property Owner: QUe e V\ Cl f. v let VI '^ WI .{. .s ~ M '^- VI'1 f2 s (' k v "e \..t. PropertyAddressJI65 S /!.uc/lcx-V' -:;..."., WIMa..+i/~c:. Phone: Contractor License No. : Company: 6- C I VI \It -e \ \ { \ '(2..-c... OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone if '35 - '8' 1'0 I Construction Value: /130 c? Permit Fee: Use Tax: 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 ~<~fr?-c..-- DATE J. -I-oc Total: Use: Description: .T 14:7 ! <</) I ~ If 115 vi rifZe 7'7 51r: WI I v, lI-ooJ-s 'f 'h~ Ie: i *,!A-~ BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: ~,~,Q'J)J!I!I!..ts:j Approval: Zoning: ~.!!m~ Approval: ~~Pu.~YJ~~~~.I~IJ~I:JP~ Approval: Occupancy: Walls: Roof: Stories : Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) 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 Zoning Regulations and Building Code of V\lheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the wor1( authonzed is not commenced within Sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. 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 or wilt 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 No wor1( of any manner shalt be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive wrttten approval on inspection card before proceediing with successive phases of the job. 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 violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector - J L/ i'. " . . ("-~;'I"'" .'. "~i~'1PA1 _,:-:~': _"',-~: ,,,:cr :,::.}:_~':--' :"",.::-,~'.<.,.:.:~:- .'":. ...,-i:-.''c-'};\.'.' _ _'~ ,';;,.,,::,,~,_~-,,-:c C:.: ~~ c' .'.... _':'" . . @@~@)~~~;:(2) ~,:<<;:';;::;(,,-;:',:,.;-~,,:;~_:~- .;_:';--;-~:t.~--;;t;~_,._-"__~ _~_- - -;.~ - -, . - ->:.~;,'.;,: ,', - .. "c II .~ RANGE HOOD }d I -,', ,..... .. . 2~8 ~K...2. ~4~X2N24X2~ ' 'bTt'.'.- "ANGE GRrL~ ~ANGES . ,HANGEljOOO ELEVATION NOTE: ALL APPLIANCES ARE GAS. EXHAUST HOODS ARE WATERWASH L/ I [ '~~7 >- I~ '- I I '-1 I I I I I I I . ....~. I I ,~.DOO Opo ~-7:----'-J--'------- ---- ,.LFRY HOOD - -~e;.:~f?;', I II LO 3X5 G 1'25)~<~ ;-'~N-J:'l ' .PI AN . ,,' , "f~' ." . QJ , _, " ~:' 1': ~ '.,,',,'7. .~. ',' ," ~@ <tD @ . P^QT'^I~ . . .J;' 'I '," [L'"i '{- """,, . .', ,,', ~ r~~ '~S'(O), 21><25I€X'24 \J.57 .,~ ~g~iW@ FRYER S PO CHI NESE WOK R NGES R~~NG FRY HOOO FLEV.o. T 100 DUCT AND PLENUM PROTECTION NOT REOUr REO. - i Wheat Ridge Fire Protection District Plans Review Date: \- 3A-f'JD --.... . . j} Reviewed by David M. Robert~"..., Uniform Fire Code Certification #53275 Colorado State Fire Suppression System Inspector Certification #92-173 . Comments: Q 6>\.L. ~ '><.-s~~I-~~,""" (\'. ~~, @ \..)A."" ;:1:>. :1-'\ \o{" J"dILU-;~e- ~1"i&1\l-e 3tJ}- '-lo~.5~oz:,. !Q J) h\...-- . \ 1\ ~~ ..; .LI.\...-,;;,D. .-, '2/ .).-$:5"'e.s '" oY' r~(''-'& "- ",-5 "e~ ,..<~ r~Mi-f?j) NOTES: ALL PIPING SHALL BE SCHEDULE 40 BLACK IRON UNLESS OTHERWISE NOTED. (CHROME SLEEVED WHERE EXPOSED IN i'HE EXHAUST HOODS) INSTALLATION OF GAS SHUT-OFF VALVE BY OTHERS. ELECTRICAL WIRING BY OTHERS. ELECTRICAL CONTROL POWER TO BE IIO VOLT - I PHASE - 60 CYCLE UNLESS OTHERWISE INDICATED. INSTALLER SHALL FIELD VERIFY ALL HAZARD DIMENSIONS FOR PROPER NOZZLE TYPE & POSITIONING PER ANSUL R-I02 MANUAL (STANDARD FOR UL 300). LOCATIONS OF SYSTEMS AI'.D PULL STATIONS SHALL BE VERI:'IED WITH JOB SUPERINTENDENT. ..... PLENUM SIZE: W ATERW ASH HOODS - DUCT & PLENUM PROTECTION NOT REQ'D. : DUCT NO. & SIZE: '" " " " "" .: ui;ON ACnv ATION OF THE ANSUL SYSTEM(S), THE W A TERWASH CYCLE SHALL ..; START. . . . ITEM OUANTITY I 2 2 . I . 3 . 3 . 4 I . 5 I 6 2 7 2 8 5 9 2 10 I II 4 12 S 13 6 PART NO. 79290 78929 79372 17492 73022 32220 4835 418118 56930 76782 418II9 56814 56816 25937 DESCRIPTION 3 GALLON REGULATED RELEASE 3 GALLON EXTRA TANK. . 3 GALLON ANSULEX EXTINGUISHING AGENT ..' 101-20 EXPELLANT GAS CARTRIDGE.' . DUAL TANK EXPELLANT GAS CARTRIDGE DOUBLE-DUAL MICRO-SWITCH MANUAL PULL STATION APPLIANCE NOZZLE 245 APPLIANCE NOZZLE IN APPLIANCE NOZZLE 3N APPLIANCE NOZZLE 260 360 DEGREE FUSIBLE LINK DETECTOR . 500 DEGREE FUSIBLE LINK DETECTOR 2 112" MECHANICAL GAS SHUT-OFF VALVE - - i , .... ~ QUEEN OF VIETNAMESE MARTYRS CHURCH 4655 HAnLAN ST., WHEAT RIDGE. CO 80033 I I SCALE: NTS DATE: 01131100 I APPROVED: I I DR. BY: SLP I REV. - I ANSUL R,I023 GALLON AND 6 GALLON UL 300 LIOUID CHEMICAL FIRE SUPPRESSION SYSTEMS I GRINNELL FIRE PROTECTION SYSTEMS JOB NUMBER: 000013 I CO. 433-8901 ~ 4255 JASON ST. - DENVER COLORADO - -I BUILDING DEPARTMENT l [ , r ~ , r .. ~ r ~ I. t ~. f , (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at /.-Ib 5 S- 1-!,.,;-)HI1 5,.... ~ 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: , /1:" I .10101:"s, rJl/",,[,prs I ~ [ f i f f '.,! ' '-' ~, ..-l;, <-, "; r I' 5('/'</ [:,(j e1'.U" 1101(''', /;C'/F'" ;J/<' ,,,A II dlt',/' )<r;t>IV r: I. . -- . '- I' I ;;- f'1 J- 'r!? 1-., x ")/5 v' '-;AC;~ 5i:::.f A'e}"~11411IJ}'<j~ ,J//;h/h'JI/ J--";',.-lL-/I'~:r . / !\Ie /w f II' ,'I j Ev'- I 1 I / r J1/0l.Q I.U,. 1(',- /-'!/i~(71 '" /.~ F/r,;,;,~ 1//' (?;iIC,'S, /!I/ /),rtlr-Jrl / ~ _5/1 ;jjO,e , , .. l ~ i , I r I ! Dale J!,,~ ~ , , , FORM WR6-22 f.,._~~~...._.,",~._,...__ c,._....... .."~..~~~."_____ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. r< ,/'l /! InspeCtor lor Building Dept. DO NOT REMOVE THIS TAG .. _, 'h-'_~.,":':"""-.,", _;"_-'A'~_':"':'~---'-'-";~"-'--.~" c_...","_._ i '1 , 1 I l J 1 1 .1 1 I I 1 I .} j { ,4 ~ j ~ j , :,~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 9695 10/27/99 Property Owner: 'hP5S Property Address :~5 HARLAN CT Contractor License No. : 19911 Company: C. T. Construction OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 469-7466 Phone: 469-7466 Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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 Total: DATE Use: Description: Church Sign $2,000.00 $69.25 $0.00 $30.00 $99.25 .. LJ .~. Approval: Zoning: SIC: BUILDING DEPARTMENT USE ONLY Sq. Ft.: -- Approval: .~,~~ . 'llI..ll~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: 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 Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit 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 120 days. 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 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases ofthe/'ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the buildin codes or an other ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) Chi 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: Properly Owner: Properly Address: Contractor License No. : Company: APPL\Cp\,IDN tf.a.~c- ~ t/~~ ~6G7.<;/ 46 f':J ~dau..-. e/- Phone: ~5' - ~6'P-- 77"~ ~.T c?~z~ Phone: :Yo5 .07./7 0/ >"..2 ~ .7' - ~ CI~ ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: L-Oc?t9 /f' Permit Fee: Use Tax: 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 89ree 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 Total: Use: Description: d()7.-L'd 1''7: j~ . 1-!) ~ 1 '; ~ Approval: ffilQ... Zoning: R - 6-- 1f~f1 .-.J 1/ "110' .'1,,--1 e-",R. BUILDING DEPARTMENT USE ONLY 0.(:)f\\~\l~':':, wfs\Cp. (cl\J SIC: Sq. Ft.: ..~l tP . rot tllC\ : ~IH!.uQ!l~~~U)..lllwlil: Approval: &l::.- ~ ~ i:.t:l:.t'~!J.:MuJ.J.w;,;o Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval : Expiration Date: Approval: Expiration Date : Approval: (1) (2) (3) 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 Zoning Regulations and Building Code of Wleat Rid~e. Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authonzed is not commenced within sixty (80) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new pennit 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 speci1ications and any suspension or abandonment has not exceeded one (1) year. tf changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shlllI be done that will change'the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours In advance for all inspections and shall receive written approval on inspection card before proeeediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions .~~-~....- Chief uild' Inspector .. (4) (5) (6) / \0 - 2 ~<( 0l--1 On.. -ill ~W \0 ..........", CG OR CS TYPE A B C D SC 1411 lOll 2411 3/511 SC2 2611 2211 3611 1/211 SEE DETAIL IIAII 1- LLLL LLLL LLLL LLLL LLLL LLLL LLLL LLLL LLLL LLLL LLLL LLLL LLLL LLLL LLLL LLLL JOINT SCALE: 1/2- =: II C .. k PAY ITEM LIMITS FROM I GUTTER LIP TO BACk: OF lr-JALk: SCALE: 1/2- =: II I 2'-0"" 4' OR 6' , .. ~ ~ ",. (SEE PLANS) I 1/211 ~I 4 I /211 ___1/4"/FT Ll 2'-611 ~I m m m ..,,-; Brick Sign Base \ L.D (\j r-. (l) CD ..,,-; CD o ::J -:J ::J .L:: f- C ..--i Cl QJ o 611 SCALE: 1/2- =: II It SEE DETAIL "A" AND SECTION A-A FOR LOCATIONS OF DIMENSIONS A, B, C, ~ D. GALVANIZED STEEL TREAD PLATE 211 X 211 X 1/411 GALVANIZED ANGLE IRON 1/211 X 1/4" COUNTERSINK SCRE~S 3 DRILLED AND TAPPED PER SIDE I 1/211 X 411 ANCHOR BOLT lAJELDED TO ANGLE IRON @ 2'-0" O.C. Sign Face 9' " r6 3/4- Dia. Past tr ~ 3' 1 t . . : '.' :<f'" '.~.. .... . . .' <f .'.A' :.4 'A~' PROPOSED SIGN FENCE PLAIN 1-- r- ~ C I ~~ ~ r- ~ r- ~ C I ~~ ~--- ~..-- ..--.. I I I I I I I I I I I I I I I I ) / I t \ : ~ j---------------.. ~..~ ~ l-- ( I I I t------------- I I I I : : ___ I I ---------..----.., ~iapproved plan and required development standards. I: The City is not responsible for inaccurate information submitted within the plan set and any construction I: errors resulting from inaccurate information.. I ,: : I l : \ I \ ) '"'\ RIGHT-OF WAY c::J 6. ~ ( I~ 0- -~ - - - - - - ) : _ Ll_______ . I -----=-l I . : I I I I I I I I I I I I ~: I ~I I I I : I I I I I : I I I I I I ~ 6. 6. !~~------_.!.-:. ~ ~ ~ 6. ~ 'if ~ i ~ ~ PROPOSED SIDEWALK CHASE PROPOSED SIDEWALK CHASE r The City of 7500 WEST 29TH AVENUE . WHEAT RIDGE, COLORADO 80215 CWheat GRidge July 30, 1999 Queen of Vietnamese Martyrs Parish clo Rev. Bartholomew Do Thai Hoa, CMC, Pastor 4655 Harlan Street Wheat Ridge, CO 80033 Re: Continued buildinl! use before Certificate of Occuoancv. Dear Sir, This is in response to your letter dated July, 27, 1999, requesting permission to use your new building for a wedding on July 31, 1999. Per a phone conversation with your secretary, you were given permission to use the building as long as all safety measures required as part of your grand opening request to use the building were in place. Please be aware that the City of Wheat Ridge Building Department and Fire District will not allow any further use of the building until all final inspections are complete and a Certificate of Occupancy is issued. Please adjust any future plans for the use of the new building, and make other arrangements to accommodate your patrons and any planned activities until your new building can be used. Should you have any further questions or comments regarding this issue please feel free to contact me at 303-235-2853. Sincerely t? Darin Morg Codes Administrator cc address files Alan White, Planning and Development Director ~ Dave Roberts, Wheat Ridge Fire District ~)<:.ecl (303) 234-5900 . ADMINISTRATION FAX: 234-5924 . POLICE DEPARTMENT FAX: 235-2949 - ~ GIAo xU Nfr VUONG TIl' D~O VItT NAM Queen of Vietnamese Martyrs Parish 4655 Harlan Slreet Wheal Ridge, Colorado X()()::;::; (,il,j 4, 1-\nXZ July 27,1999 Mr. Alan White Director Planning & Development 7500 W. 29th Avenue Wheat Ridge, CO 80215 Dear Mr. White, On behalf of all the people of Queen of Vietnamese Martyrs Parish, as the pastor, I want to express our sincere gratitude for your continuing support. You have, kindly, allowed us to use our Parish Center, even though it has not yet been finished according to our original schedule. As you already know, we planned to complete the Parish Center in May 1999. However, many unexpected situations occurred, forcing us to delay, despite our best efforts to resolve them. There are wedding receptions that we have scheduled well over twelve months in advance. Those unwanted delays have caused us tremendous difficulties. Our old reception hall can hold one hundred (100) guests at the maximum. Weddings, which have more guests, the facility will be unable to accommodate. On Saturday, July 31,1999, we have a wedding reception for nearly two hundreds (200) guests. We do not know how to resolve the problem due to such unexpected short notice. We cannot find for them any other facility. Therefore, we can only ask for your permission, to once again, use our facility. We are fully aware that this may cause you additional burden. But due to the emergency of the situation, it is our sincere hope that you will take another look at the matter, and please grant us our request to use the parish center, as you have done so twice in the past. We promise to keep all the required conditions, as before, to ensure the safety of our wedding guests. Your understanding and support at this time will be greatly appreciated by all of us here at the Queen of Vietnamese Martyrs Parish. Sincerely Yours, 'IJ~ Rev. Bartholomew Do Thai Hoa, CMC Pastor ~ GIAo xu NU VHONG TlJ D3.0 VIeT NAM Queen of Vietnaluese Martyrs Parish 4655 Harlan Street \\>'hCilt Ridge, (:olorado H()().U (3()3) 431-03R2 July 27, 1999 Mr. Darin Morgan Wheat Ridge Building Department 7500W.29thAvenue Wheat Ridge, CO 80215 Dear Mr. White, On behalf of all the people of Queen of Vietnamese Martyrs Parish, as the pastor, I want to express our sincere gratitude for your continuing support. You have, kindly, allowed us to use our Parish Center, even though it has not yet been finished according to our original schedule. As you already know, we planned to complete the Parish Center in May 1999. However, many unexpected situations occurred, forcing us to delay, despite our best efforts to resolve them. There are wedding receptions that we have scheduled well over twelve months in advance. Those unwanted delays have caused us tremendous difficulties. Our old reception hall can hold one hundred (100) guests at the maximum. Weddings, which have more guests, the facility will be unable to accommodate. On Saturday, July 31,1999, we have a wedding reception for nearly two hundreds (200) guests. We do not know how to resolve the problem due to such unexpected short notice. We cannot find for them any other facility. Therefore, we can only ask for your permission, to once again, use our facility. We are fully aware that this may cause you additional burden. But due to the emergency of the situation, it is our sincere hope that you will take another look at the matter, and please grant us our request to use the parish center, as you have done so twice in the past. We promise to keep all the required conditions, as before, to ensure the safety of our wedding guests. Your understanding and support at this time will be greatly appreciated by all of us here at the Queen of Vietnamese Martyrs Parish. Sincerely Yours, -L~ Rev. Bartholomew Do Thai Hoa, CMC Pastor The City of 7500 WEST 29TH AVENUE . WHEAT RIDGE, COLORADO 80215 GWheat <Ridge July 30, 1999 Queen of Vietnamese Martyrs Parish c/o Rev. Bartholomew Do Thai Hoa, CMC, Pastor 4655 Harlan Street Wheat Ridge, CO 80033 Re: Continued buildinl! use before Certificate of Occupancy. Dear Sir, This is in response to your letter dated July, 27, 1999, requesting permission to use your new building for a wedding on July 31,1999. Per a phone conversation with your secretary, you were given permission to use the building as long as all safety measures required as part of your grand opening request to use the building were in place. Please be aware that the City of Wheat Ridge Building Department and Fire District will not allow any further use of the building until all final inspections are complete and a Certificate of Occupancy is issued. Please adjust any future plans for the use of the new building, and make other arrangements to accommodate your patrons and any planned activities until your new building can be used. Should you have any further questions or comments regarding this issue please feel free to contact me at 303-235-2853. Sincerely il Darin Morg Codes Administrator cc address files Alan White, Planning and Development Director Dave Roberts, Wheat Ridge Fire District (303) 234-S900 . ADMINISTRATION FAX: 234-5924 . POLICE DEPARTMENT FAX: 235-2949 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 4 (; .5',5 //u/ / aft-.. 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: 1/) 2Pn) all r::/ocr-t2PnPf;rc<...J,c,.,...., t<'~'.Jj, ~ f~:~;Z :f::~u,o //~v ~,~ _, ,..,dh/,.r a,-e (-J.., k rzrJ--dJ 7/ cd S 0./re.l4>> J 0.). b>"e,- ~i)."-- 11 Wi' ( You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date fv-z.;- 7 Inspector lor Building Dept. DO NOT REMO THIS TAG FORM WR6~22 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: '?4D1 APPUC.f\,ID N Property Owner: Property Address: Contractor License No. : Company: u.u.f'eYI of v,'d'namesc Mo.r,,&rs, du.t1f.AJ l(-6S5" Ht1do..v, U. Phone: Iqqll C. T (2,DIlS ~e_l.w~ Phone: tf31-03fd-. tf61-71/-6b OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Valu Permit Fee: Use Tax: I hereby certify that the setback distances proposed by this pannit 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 a9ree to abide by all conditions printed on this application, and that I assume full responslbili,ty for com anc. Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridg ces or!< under this permit. DATE3~ It) Description: K I + Total: (OWNER)(CONTRACTOR) SIGNED Ar\clY - c.. T Use: fiL Approval: Occupancy: Walls: Roof: Stories : . I Units: S,-{ ~-kV'Y\. BUILDING DEPARTMENT USE ONLY . - !t~lIlil1r..- Approval: Zon ing : mLl!1~ Ok:. f)..",... Approval: .3'2- 't . 't 't ~I, ,,~ Electrical License No : Company: Plumbing License No : Company: Mechanical License No: I q Cj I l Company: c..T e.OI7S~'I-(.t4n} Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval : (4) (5) (6) 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 Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. 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 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem, Contractor shall notify the Building lnsfector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive hases 0 the/'Ob. The issuance 0 it or approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the buildin e 0 er ordinance, law, rule or regulation. (1) (2) (3) WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box 507 . 3880 Upham SI. . wheat Ridge, co 80034 . 303-424-7323 . Fax 303-940-0350 March 29, 1999 To: Darin Morgan Codes Administrator City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Plan Review for Queen of Vietnamese Martyrs Church, 4695 Harlan St., Wheat Ridge, Co., Tenant Interior Hood & Ducts (3) Dear Darin, After a review of the proposed plans for the tenant interior kitchen hood and duct systems to be installed, I am requiring the following items: 1. Plans for the required fire suppression system must be submitted for approval prior to installation. 2. The hood control panel will be required to be tied with the fire suppression system. 3. The entire installation must be operational, tied into the alarm system for the building, and acceptance tested prior to use and issuance of TCO for Grand Opening. 4. Issues or items not addressed at this time will be addressed as the need arises. Should there be any questions or concerns, I can be contacted at (303) 424-7323. Respectfully, ~~ PM, WRPPD cc:file Kln\ (xk~ \\\11\ ~. ~C\[\\i*= d1. ~qt q (\5--1Je (~. C Cl\i((JL~ i ( I ':' , i I , DIRECTOR DIVlSJON OF REGISTRATIONS SIGNATURE , I , , I , I j I I d BRUCE M. DOUGLAS' WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box 507 . 3880 Upham 51. . wheat Ridge, CO 80034 . 303-424-7323 . Fax 303-940-0350 March 8, 1999 To: Darin Morgan Codes Administrator City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Review of letter of request fromQllen ofViet-~e"" .I (,,- .."...€hOIL .....'Harlan St., Wheat Ridge, Co., regarding Grand Opening of the Parish Hall. Dear Darin, After a review of the letter of request regarding use for the Grand Opening ofthe Parish scheduled for May 8, 1999, I am requiring the following items to be in place prior to allowing use of the facility as requested: 1. The fire alarm detection system must be installed, tested, and monitored by an outside agency at the time of test. This will include the entire first floor and basement area. It is recommended that core detection be in place and active on the second floor. 2. The fire suppression sprinkler system must be tested and tied into the fire alarm system prior to use of the facility. 3. The entire kitchen will need to be completed with required testing of each of the hood and duct suppression systems. Each of the hood and duct system must be tied into the fire alarm system and active prior to use. 4. The second floor access and chapel area will need to be blocked off to prevent entry onto the second from any point with the building or into the chapel. NO OCCUPANCY OF THE SECOND FLOOR AND THE CHAPEL WILL BE ALLOWED BY ANYONE AT THIS TIME. 5. Occupancy of the basement area is strictly prohibited. NO OCCUPANCY OF THE BASEMENT WILL BE ALLOWED 6. Complete access around the building will be required at all times. Driveways and fire lanes will not be obstructed in any manner. 7. Exits will be required to be fully operational with no obstructions of exiting in any manner. 8. Any items or issues not addressed at this time will be addressed as the need arises. Should there be any questions regarding the above requirements, I can be contacted at 303-424-7323 to discuss the issues as necessary. Respectfully, ~/~ Dave Roberts FM, W.R.F.P.D. cc:file Reck and Associates Architecture, Planning Interior Design 9605 W. 49th Avenue Suite 300 Wheat Ridge. Colorado 80033 (303}43 1 -8600 Fax (303}422-6341 ~~ ~~ 1J01J~IJ01J~M[i'!][Ql1JdJ1J01J DATE: TO: LOCATION: PROJECT: PROJECT NO.: FROM: March 08, 1999 Fr. Bartholomew, Pastor Queen of Vietnamese Martyrs Parish Building Committee Darin Morgan, Building Inspector Dave Roberts Fire Marshall Queen of Vietnamese Martyrs Parish Community Center 9626 Tom Reck Conditional Use Permit Several members of the Committee met with members of the Wheat Ridge staff on February 26 to explore the possibility of gainin(l a permit for using the new facility before total completion of the work. The staff gave permission for use of the building prior to their issuing a Certificate of Occupancy with the following conditions: 1. The stairs to the basement and to the second floor will need to be blocked adequately so that these areas can not be used during these days. A detail of this barricade must be submitted to and approved by Darin Morgan. 2. All first floor exits will be operational. 3. The fire sprinkler system must be operational and tested by the Fire Department. 4. The fire detection system must be connected to all ducts, air handlers, kitchen hoods, etc, and pull boxes In place at all doors. 5. Exit lights must be installed and operational. 6. Kitchen walls and doors will be in place. All kitchen equipment will be installed including hoods over the cooking and dishwashing areas. 7. Fire suppression system connected to all kitchen hoods. 8. First floor toilets will be operational and all finishes completed. 9. All first floor lighting and convenience outlets will be installed. Switches to the second floor lighting and power will be turned off. 10. All first floor air handling systems will be operational with outside fresh air ducts in place. The building and fire departments will inspect the premise prior to the Grand Opening and sign off on the condition of the above items. Other use of the building beyond the three days of the Grand Opening will not be allowed. This memo is in agreement with the items discussed at the 2/ 26/99 meeting in the Wheat Ridge City Hall and is a list of items necessary for the permitting of temporary use for the weekend of May 7, 8 and 9, 1999. _6?~P!:~____~_m_ Darin gan ~~--- Dave Roberts 2 ~ GIAo xu NU VUONG TV 0.:\0 VItT NAM Queen of Vietnamese Martyrs Parish 4655 Harlan Street Wheal Rid!,:c. (~()lorado KOOl:1 (303) 431-()3R2 February 18, 1999 Mr. Alan White Director of Planning and Development City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80033 RE Grand Opening of the Parish Hall 1~!}C" ~Att:/ Dear Mr. White, The Queen of Vietnamese Martyrs Parish is planning a Grand Opening of the new parish hall and has set a date for May 8, 1999. The parish is currently working on the building with full force to complete the construction and carefully plan to ensure that all constructions would be completed before this date to obtain a Certificate of Occupancy. Although the parish desire for a Certificate of Occupancy to use the facility by this date, it is possible that the construction may not be completed by this date due to unforseen matters that could occur during this stage. This is a serious concern for the parish because it is very difficult to change the Grand Opening date. It is not the desire of the parish, however if it happens, the parish hopes to have an alternative plan to proceed on the Grand Opening as scheduled. The parish has to plan and arrange far ahead of time for the Grand Opening of the new parish hall so that our guests, ranging from friends to people holding important/higher office from Denver and around the country could set the date to attend the ceremony. As a results, changing the Grand Opening date closer to the event would be very difficult. If constrcution is delayed and we have not completed the entire construction before the Grand Opening, we request that the City will permit us to use the ground floor Auditorium and Kitchen for short period of 3 days. The planned activities for this building would include dining, entertaining on the stage, a Mass for the congregation and guests. We proposed that to ensure the safety and protection of the people and the building itself that the minimal construction be completed. I. The sprinkler system and fire alarm system will be operational in the basement, and the first floor. 2. All exits on the first floor will be fully operational. 3. All stairs to the second floor and doors to the chapel will be adequately blocked off so that nobody will be able to go to that floor or the chapel itself 4. The toilets on the first floor will be fully operational. 5. All kitchen equipment will be in place including the fire supression system. 6. All Electrical lighting and outlets will be in place and connected to the switchgear. Switches to the upper floor will be switched off. The use of this space will be for only three days and will not be used after the Grand Opening until a Certificate of Occupancy is issued by the City. \Ve vvculd like to set up a meeting \vith you, your sta...+f and other essential agencies to discuss this matter to determine if a temporary use of the new building would be feasible for the Grand Opening day. Please keep in mind that, the parish is working on this project at a full scale construction to meet the the Grand Opening date. However, because the parish is concerned, the parish would like to prepare for the "worse case scenarios" ifit arises. I would like to thank you in advance for your understanding. I'll be contacting you in the next few days to set up a meeting on this matter. Sincerely, Fr. Bartholomew Do Thai Hoa cc: Daren Morgan, Code Administrator Dave Roberts, Wheat Ridge Fire Department Tom Reck, Reck and Associates DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 8409 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 1/18/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4655 HARLAN ST Contractor License No.: 19911 Company: C. 1. Construction OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 431-0382 Phone: 469-7466 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $587,600.00 $3,261.25 $2,119.82 $8,814.00 $14,195.07 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 aQree to abide by aft 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 Total: Use: Description: Tenant Improvement for Queen of Vietnamese Martyrs Church BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Okay 1/11/99 Approval: GK Occupancy: Drainage Certification letter needs to be submitted prior to TCO or CO Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the taws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit 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 120 days. 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 orwifl be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or jf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. 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 violation of the provisions of the i1ding codes or any other ordinance, law, rule or regulation. (4) (5) (6) 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 LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 8409 1/18/99 Property Owner: Property Address: 4655 HARLAN ST Contractor License No. : 19911 Company: C. T. Construction OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 431-0382 Phone: 469-7466 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $587,600.00 $3,261.25 $2,119.82 $8,814.00 $14,195.07 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 1 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. Total: (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: Tenant Improvement for Queen of Vietnamese Martyrs Church BUILDING DEPARTMENT USE ONLY ........ Approval: SM Zoning: R-2 SIC: Sq. Ft. : Fire alarm system approved by Dave Roberts on 4/7/99. Issued to KVP Electric on 4/7/99 --- Approval: DM Okay 1/11/99, Kitchen Hood System approved 3/30/99. See attached comments from Wheat Ridge Fire District, Fire Marshall Dave Roberts . ,. Drainage Certification letter needs to be submitted prior to TCO or CO Approval: GK Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 19930 Company: KVP Electric Expiration Date: 4/13/99 Approval: Plumbing License No : Company: Mechanical License No : 20244 Company: Environmental Control Systems Expiration Date: 2/8/2000 Approval: Expiration Date: Approval: (4) (5) (6) 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 Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (Al the work authorized is not commenced within sixty (60) days from Issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. 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 or will be made in the onglnal 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the appro....al of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief BUil"'~J - DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEA.T RIDGE, CO 80215 A PPU Cl\, ION Property Owner: o/~\.-ee-Y'\ of i/"tf..~.14M'Uc.. Property Address: if- ~ s:- if {-!.4 YL- C. ~ '1 Y ~ Contractor License No.: 4- (, 1'7 Company: KIIF> c~ L Ii- C. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT M.4.~r'7'~S' Phone: ? J] - '1 2 ~ -9 j'i\ Phone (~ .7, .J- 47 rJ - 6 ? 7 '6 Construction Value: 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. Permit Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNED..e V'V' (AA.. Total: ,,y(/ DATE/a 17/ f 9 Use '. f ( / Description: BUILDING DEPARTMENT USE ONLY ~<!!Ii,!llfi~.!!!Il.~ SIC: Sq. Ft.: Approval: Zoning: !3UiJ.a!!.ilf'&.(UTf!\OO1~ Approval: ~mle!W:lW<,!n!>!.~!IJ.!I!!ID.Yl:;) Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date : Approval: Expiration Date: Approval: (4) (5) (6) This pennit 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 Zoning Regulations and Buildin9. Code of \Nheat Ridge, Colorado or any other applicable ordinances of the City. This pennit shall expire If (A) the work authonzed is not commenced Within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this pennit expires, a new pennlt 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 (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid tor a new pennil No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building 'nsfector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card betore proceediing with successive phases 0 thel.Ob. The issuance of a pennit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of th~ building codes or any other ordinance, law, rule or regulation. '. (1) (2) (3) 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: Date: 8409 1/18/99 Property Owner: ~ -'T::>lOL'c.')J; Property Address: 4655 HARLAN ST Contractor License No.: 19911 Company: C. T. Construction OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone : 431-0382 Phone: 469-7466 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: $587,600.00 $3,261.25 $2,119.82 $8,814.00 $14,195.07 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 89ree to abide by all conditions printed on this application, and that I assume full res compliance with the Wheat Ridge Building Code (U.B.C.) and all other ap . eat . e archn 5, for work under this permit. D E Use: Description: Tenant Improvement for Queen of Vietnamese Martyrs Church BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Okay 1/11/99, Kitchen Hood System approved 3/30/99. See attached comments from Wheat Ridge Fire District, Fire Marshall Dave Roberts Approval: GK Occupancy: Drainage Certification letter needs to be submitted prior to TCO or CO Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No: 18 S' z,J I Company :M~L /N.~,,",~ ,....c.. Mechanical License No : 20244 Company: Environmental Control Systems Expiration Date: 2/8/2000 Approval: Expiration Date: Approval: Expiration Date: 6-~ l.s:'j~ Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yapur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin~ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This pennit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned, for a 'period of 120 dar.s. . . . .' 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 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. No work of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Insoector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. 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 violation of the provisions of the b . ding codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building'lnspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 8409 1/18/99 Property Owner: Property Address: 4655 HARLAN ST Contractor License No.: 19911 Company: C. T. Construction OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 431-0382 Phone: 469-7466 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $587,600.00 $3,261.25 $2,119.82 $8,814.00 $14,195.07 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 Total: Use: Description: Tenant Improvement for Queen of Vietnamese Martyrs Church BUILDING DEPARTMENT USE ONLY II! II SIC: Sq. Ft.: Okay 1/11/99, Kitchen Hood System approved 3/30/99. See attached comments from Wheat Ridge Fire District, Fire Marshall Dave Roberts Approval: GK Occupancy: Walls: Drainage Certification letter needs to be submitted prior to TCO or CO Roof: Stories: Residential Units: Electrical License No: 1((130 Company: K\J \) Expiration Date: Approval: Expiration Date: Approval: Mechanical License No : 20244 Company: Environmental Controi Systems Expiration Date: 2/8/2000 Approval: Plumbing License No : Company: (4) (5) (6) 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 Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. 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 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with su cessive phases of the job. Th~ is ce rmit or the ap r al of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of th d r Inance, law, rule or regulation. . .. (1) (2) (3) Chief Building Inspector FRANSEN,2 PITTMAN G ENE R ALe 0 N T RAe TOR S January 4, 1999 4091 South Eliot Street. Englewood, Colorado 80110 Telephone 303/783-3900 Fax 303/783-39~ \-~ 5(jlJ s~ A\J N~\) ~O ~~~ ~ \~~~ ..I. ~ ~O'( ~~\' 1.'i>\'(~ d~~ ....~~ _~O'(" ~\> .~ ~'cI>e~ \)~'(\'()\C C~ 8fY Mr. Darin Morgan City of Wheat Ridge 7500 W. 29th St. Wheat Ridge, CO 80215 Re: Queen of Vietnamese Martyrs Community Center Project Permit No. 6374 Mr. Morgan, Please find enclosed, for your files, the signed, original, final structural inspection letter as issued by Maxim Technologies. Please do not hesitate to contact me should you have any questions or require additional information. G\B:c~\~ Don Chambliss Project Manager cc: Tom Reck; Reck and Associates MAXIM~ ID -~-_._.- =~..",.~, 0 lE:c]~~~aM~N FRAN5i:NIt"I'T f'\ BOLT ~t-WEilli~SERVATION REPORT Job Number: 9748893 Project: Oueen of Vietnamese Martvrs Client: Catholic Archdiocese of Denver Date: Report No.: Technician: 10-12-98 40567 Darrell Huss TYPE OF MEMBER: IXI Beams IXI Columns o Bar Joists o Shear Studs IXI Fluted Deck o Others, Specify: LOCATION OF OBSERVATION o Shop IXI Field Standard or Code: AWS D1.1 Electrodes: E7017 Weather Conditions: N/A Weld or Bolt Size: 3/16", 1/4" & 3/4" IXIVT OMT OUT Type of Weld or Bolt: Fillet and A325 LOCATION AND DESCRIPTION OF MEMBER: First. second and roof level framinl!. REMARKS: The bolts and screws that were noted in our reoor!. on 8-28-98 and 10-6-98. as beinl! missing or loose have been corrected. Many welded connections were observed on all three levels and were determined to be acceotable. This concludes our bolt and welding observation. Welds and/or bolts in the above listed item were determined to be in general accordance with project specifications, standards and codes unless othexwise noted. Reviewed By: ~fl{:.fn ft~b2 John . Mont mery/kib (1) Catholic Archdiocese of Denver (1) Reck and Associates (1) Fransen-Pittman Construction (1) Newkirk Engineering " Grinnell FIRE PROfECTION SYSTEMS COMPANY 7192 NEWTON ST. WESTMINSTER, CO. 80030 303-426-5300 FAX 303-427-9628 SUBMITTAL DATA NOTIFIER FIRE ALARM SYSTEM QUEEN OF VIETNAMESE MARTYRS SUBMITTED TO: KVP ELECTRIC 61 S, DEPEW DR. LAKEWOOD, CO. 80226 303-667-7850 CONTACT PERSON: KHAI VAN PRAM QUEEN OF VIETNAMESE MARTYRS FIRE DETECTION SYSTEM: AFP-400 FIRE CONTROL PANEL VCC-l VOICE COMMAND CENTER AA120 AMPLIFIER VRAM-l VOICE MESSAGE FIELD RECORDED VCM-4 VOICE CONTROL MODULE FCPS-24 POWER SUPPLY A77-7l6B END OF LINE RELAY PS-1270 BATTERY PS-12l20 BATTERY BM-l BLANK MODULE DP-l DRESS PANEL VP-2 VENT PANEL CAB-C3 CABINET SDX-55l PHOTO DETECTOR FDX-551R HEAT DETECTOR BX-50l DETECTOR BASE NBG-10 MANUAL PULL STATION MMX-l MONITOR MODULE MMX-10l MINI MONITOR MODULE CMX-2 CONTROL MODULE HD400ACDCP PHOT DUCT DETECTOR ST-5 SAMPLING TUBE RTS-45l REMOTE TEST SWITCH HD-603, HD-604 HEAT DETECTOR 6424 BEAM DETECTOR RSS-24l5W-FR STROBE DSM-12/24-R SYNC MODULE E70-24l5W-FRf E70-2475W-FRf E70-24ll0W-FR SPEAKER/STROBE WALL RED E90-2475C-FW SPEAKER/STROBE CEILING WHITE MT-24-WM-VFR EXTERIOR HORN/STROBE lOB WEATHER PROOF BACK BOX FM998-120 DOOR HOLDER CUSTOM GRAPHIC MAP 5104 COMMUNICATOR A:\16-0l68 ~ ~N~!~y~~n~R$ July 13, 1998 A.103 AFP-400 Analog Fire Panel Section: Intelligent Fire Alarm Control Panels GENERAL The AFP-400 is a compact, cost-effective, intelligent fire alarm control with a capacity of 563 points and an extensive list of powerful features. The AFP-400 integrates conven- tional output circuits, such as notification, telephone, and speakers, with the intelligent features of two signaling line circuits (SLC) and 396 intelligenUaddressable points. FEATURES The Fire VIEWT" System: V Revolutionary new spot laser detection. V Advanced A WACSTM algorithms differentiate between smoke and non-smoke signals. V Addressable operation pinpoints the fire location. V No moving parts to fail or filters to change. V Eafly warning performance comparable to the best aspiration systems at a fraction of the lifetime cost. Low pressure CO, support: V Expanded soak timer - 0 to 9999 seconds. V Manual release delay (10 seconds) type /D. V .Second shot" monitor module type /D. V Triple-coded notification circuit type /D. Combo zone. Connect tamper and waterflow detectors to a common monitor module. Modified California Code, pulsed on time. Telephone control module type ID. Simplified UDACT point reporting and programming. Veri Fire T" 400 report option. Sort Maintenance Reports by dirty detector, peak value, or alarm level. Two intelligent Signaling Line Circuits (SLC) Style 4, 6 or 7. 396 intelligent device capacity (198 intelligent detectors and 198 monitorlcontrol modules). Up to 68 internal circuitslrelays, plus 99 programmable zone output relays for a total capacity of 563 points. Peer-to-peer network-ready (refer to NOTI'FIRE'NET and NAM-232 catalog sheets for further information). Intelligent features: V Manual sensitivity adjustment - 9 levels. V Pre-alarm A WACST" 9 levels. I>'" Day/Night automatic sensitivity adjustment. V Sensitivity windows: ION - 0.5 to 2.5%1foot obscuration. PHOTO - 0.5 to 2.35%/foot obscuration. LASER - 0.03 to 1.0o/oIfoot obscuration. MUL TI-SENSOR - 0.71 to 4.0o/oIfoot obscuration. V Drift compensation (U.S. Patent Pending). @@b9 S635 CS 118/733 I California ~ State Fire ,~ Marshal '... 7170-0028:182 7165-0028:181 City of Chicago CLASS 1: 1291E CLASS 2: 1729E <8> OB1AO.AY MEA 17 -96-E V Multi-detector algorithm Involves nearby detectors in alarm decision (patent pending). V Auto detector test (meets NFPA 72). V Maintenance alert (two levels). V Self-optimizing pre-alarm adjusts pre-alarm level to environment automatically. V Activate local sounder base on pre-alarm. V LED blink control for sleeping areas. V Automatic device type check. Verification Trouble counter. Trouble indication after a detector verifies 20 times. Releasing features: V Ten independent hazards. V Sophisticated cross-zone (three options). V Delay timer and Discharge timers (adjustable). V Abort (four options). This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484.7161 FAX: (203) 484.7118 ~ NOT. FI E R- 12 Clintonville Road. Northford. Connecticut 06472 150-9001 Engineering and Manufacturing Quality System Certified to International Standard ISO.9001 ~ Made in the U.S.A. DN-5262 - Page 1 of 10 FEATURES, continued Voice and telephone features: Y' Solid state message generation. Y' Hard-wired voice control module options (System 5000 class modules). Y' Distributed voice options (XP transponders). Y' Firefighter telephone option. Y' 30- to 120-watt high-efficiency amplifier. Y' Backup tone generator and amplifier option. Y' Dual channel option. Optional universal 396 channel DACT, with AC fail de- lay. UL-iisted modem interface allows remote/off-site sys- tem integration. LCD-BO remote BO-character displays (up to 32). ACS annunciators (EIA-4B5), including LDM custom. Printer interface (80-coiumn and 40-column printers). 6.0 A usable reguiated output power, pius 6.0 A ex- panders. BO-character LCD display, backiit (2 lines x 40 charac- ters). History file with 800-event capacity in non-volatile memory, plus separate 200-event alarm-only file. VGAS graphic monitor system supports up to 8 AFP- 400's. Waterflow or supervisory selection per point. Alarm Verification selection per point, with tally. Autoprograming and Walk Test reports 2 devices set to same address. Positive Alarm Sequence (PAS) Presignal per NFPA 72. Silence inhibit and Auto Silence timer options. March time/temporal/California/two-step code for bell cir- cuits. Field-programmable on panel or on PC, with Veri Fire T" program check, compare, simulate. Full QWERTY keypad behind flip-down door. MMX-2 two-wire detector interface provides compatibil- ity with many non-NOTIFIER detectors for retrofit appli- cations. Dual rate charger for up to 90 hours of standby power. Tornado Warning activates different Notification Circuit code. Non-alarm points for lower priority functions. Remote ACK/Silence/Reset/Drill via MMX modules. Automatic time control functions, with holiday excep- tions. Rapid poll algorithm for manual stations. Responds in < 3 seconds. Operates with untwisted, unshielded wire (up to 1,000 feet) for retrofit applications (U.S. Patent 5,210,523). Surface Mount Technology (SMT) Electronics. High-speed RISC 16-bit Microprocessor. Extensive, built-in transient protection. Page 2 of 10 - DN-5262 t ~~ u I ~ II ~ . u ~ ~ " x 0 !j' " 0.. o. E ~ 0 Q )( , () )( , () l:j x_< x_< '" . 0 ~ Z ~ Z 0 0 ~,g -' ~s 0'" 0_ ,gg c.o )( ~~ 0 ;:;..--U iI( ~ () mQ 0 . 0 .(- Q B oll . - . .~ . u 0 ~~ 0 0 0 " " . < ;; ;; c .~ 0 ;; ;; '8- w ill ill -' e ~~ ~ I ~ c 'E 8 .~ '" ~ '" '" ! II w '" c. ~ '" 8 '" . ~~ >" (l) (l) '0 II: -' 0 Q Q 0 5:1 Q c 'S; c 'S; 0 .~ . 0 g' (l) 0 (l) . ~ 'C ~ 'C ]; 0; 0 E OJ E OJ ;l; Cl Cl ::> ~ ~ Q ~ 0; -' .... ~rog '" '" 0 0 .... ::!dit: ~ Qa:O u m $ < Q 0 :g !i 0 '0 '" ,!! .. ~ m '" z " 0 a: 0 '" 0 'D '" .. " c. ,;, e a: Ii ~ ~ l:j x " '" l'l ~ ,;, u a: . ~ , ~ '" 0 ~ . ~ ~ E .. . .... ",- "i:! 'i~ (!) g III ~ 'r i3~ 0 <( .. 3 II: .sea '" ~B m - .. CC 0 C "r ~~ 0 '" 'D II: .~ c. 0- e ~ 02 'i Ec 0 ~8 ~ 0 ills olil ...I go CO .. ~ 1iJ" :&n W Sl!oO ~ c.~"5 :Jc.~ en 2'0 .. :a Q >- 11: en ~ ~ 0 {> DN.5262 - Page 3 of 10 --------- The CPU.400 EIA-232 T enninal Port SLC Loop #1 (Style 4,6, or 7) SLC Loop #2 (Style 4.6, or 7) Form.C Alarm, Trouble, Supervisory, and Security contacts. (3 amps @ 30 VDC) (Note: Supervisory and Security contacts can be converted to alarm contacts.) EIA-485 "Terminal Mode" Port EIA-485 Port II Slide-in Label EPROM I___~] ~ ~ I'Yf1E"~1 ~ llT'lP.""" ~ ~ Run......-o ~ ,11(----..-----..----11(----..-: 1______________________________ : Iii-iiliiiiiiilii-'-aa -- - - - - mil ~.: : III1DllaDaa1l1l E!J] rnt]. ~.' : aallaalllaaD a ITill.["g].: :_~~~~~~_~~~__~~~_~~~_~J The MPS-400 Main Power Supply 2 non-resettable 24 VDC circuits rated 1.25 amps each. Resettable 24 VDC @ 1.25 amps. AC Power 120/240 V AC (Field Seiectable) ... .. !~~~ ~~~~ ""'='-"0 """"'.....0 il~~~~ ...., Battery (12-60 A.H.) I~~':,~.I ~L ~-- " The MPS-400 is a 6 amp power supply. Total power, including internal modules, cannot exceed 6 amps. ~- o o UZC Coder Input Door Tamper Switch (STS-200) Meter Module Option (MPM-2) Page 4 of 10 - DN-5262 80-Character (2 X 40) Back-Lit LCD Display Status LED's Control Switches Programming Keypad .......-- Flip-Down Door (covers the programming keypad) NAC or Releasing circuits 1 & 2. Class A or Class 8, 24 VDC @ 2.5 amps each.- NAC or Releasing Circuits 3 & 4. Class A or B, 24 VDC @ 2.5 amps each,- StatuslTrouble LEDs Optional Transmitter module (4XTM connector). o . AWACSTM Advanced Warning Addressable Combustion Sensing AWACSTM is a set of software algorithms that provide the AFP-400 with industry-leading smoke detection capabil- ity. The development of these sophisticated algorithms are made possible by the close cooperation between Notifier and System Sensor, the world leaders in fire detection and alarm technology. These complex algorithms require many calculations on each reading of each detector, and are made possible by the very high speed microcomputer used by the AFP-400 (16-bit RISC Reduced Instruction Set Computer). o Drift Compensation and Smoothing. These algorithms (U.S. patent pending) identify and compensate for long-term changes in the analog readings from each smoke sensor. Long-term changes are usually caused by dust accumulation inside the smoke cham- Analog ber. Drift compensation allows the detector to retain its original Reading abiiity to detect actual smoke, and resist false alarms, even as dirt accumulates. It reduces maintenance requirements by allowing the system to automatically perform the periodic sensitivity measure- ments required by NFPA Standard 72. Smoothing filters are also provided by software to remove transient noise signals, usually caused by electrical interference. Different smoothing algorithms are used, depending on the sensitivity selection of each detector. E} Maintenance Warnings. When the drift compensation performed for a detector reaches a certain level, the performance of the detector may be compromised, and special warnings are given. There are three warning levels; (1) Low Chamber value, usually indicative of a hardware problem in the detector; (2) Maintenance Alert, indicative of dust accu- mulation that is near but below the allowed limit; (3) Maintenance Urgent, indicative of dust accumulation above the allowed limit. The Mainte- nance Alert level allows maintenance before the performance of the device is compromised. ~ ~ 8 u. '" W 0. ~ 1.1% 1.0% 0.9% 0.8% 0.7% @) Sensitivity Adjust, Nine sensitivity levels are provided for alarm detection. These levels can be set manually, or can change automatically between day and night. Nine levels of pre-alarm sensitivity can also be selected, based on predetermined levels of alarm. Pre-alarm operation can be latching or self- restoring, and can be used to activate special control functions that are a subset of the alarm control SAMPLE program. SENSITIVITY WINDOW (LPX-751) z o ~ OJ t) UJ en o 0.6% 0.5% 0.4% 0.3% 0.2% 0.1% o Self-Optimizing Pre-Alarm. Each detector may be selfor"Self- Optimizing" pre-alarm. In this special mode, the detector "learns" its normal environment, measuring the peak analog readings over a long period of time, and setting the pre-alarm level just above these normal peaks. This allows extremely sensitive pre-alarm capability with rea- sonable protection against non-fire signals. €) Cooperating Multi-Detector Sensing. A unique feature of AWACS is the ability of a smoke sensor to consider readings from nearby sensors in making alarm or pre-alarm decisions. Using logic algorithms, each sensor can include up to two other sensors in its decision. Without statistical sacrifice in the ability to resist false alarms, it allows a sensor to increase its sensitivity to actual smoke by a factor of almost 2 to 1. Multi-detector sensing also allows the combination of ionization with photoelectric technology in reaching an alarm decision. wIIl\oUI compen..~on Alarm Level -------------------- wlItlCOll'lptll'lMtion Indlmoothlng Time (days) --+ _ 1.0% Alarm Selection 9 _ 0.8% Alarm Selection B __ 0.7% Alarm Selection 7 __ 0.5% Alarm Selection 6 __ 0.3% Alann Selection 5 __ 0.2% Alarm Selection 4 __ 0.1 % Alarm Selection 3 __ 0.05% Alarm Selection 2 _ 0.03% Alarm Selection 1 Maintenance Urgent- Maintenance /" Alert Acceptable Range Low Chamber Reading - _ 0.5% Pre-Alarm 9 ___ 0.4% Pre-Alarm 8 ___ 0.3% Pre-Alarm 7 __ 0.2% Pre-Alarm 6 _ 0.1 % Pre-Alarm 5 _ 0.05% Pre-A1alTl'1 4 __ 0.03% pre-A1slTl'1 3 __ 0.02% Pre.AlslTl'1 2 __ Self A(fust 1 --- Prealarm Threshold ---- --- Normal Threshold Time (days) . Alarm 3 Sensors -------... - - - - --...-...:.-- ---- --- -- Time (minutes) DN.5262 - Page 5 of 10 FIELD PROGRAMMING OPTIONS AUTOPROGRAM Autoprogram is a timesaving feature of the AFP-400. It is a special software routine that allows the AFP-400 to "leam" what devices are physically connected and automatically load them in the program with default values for all param- eters. Requiring less than 30 seconds to run, this routine allows the user to have almost immediate fire protection in a new installation, even if only a portion of the detectors are installed. The routine will find all intelligent detectors and modules, and present them to the installer for edit of the default option selections, if desired. If a device is found that already exists in memory, autoprogram skips over that device (only new devices or missing devices are presented to the installer). Often the installer will perform autoprogram as a first step in a new installation, then upload the program into Veri Fire to add all custom labels and other information, then download from VerlFire to the AFP-400. KEYPAD PROGRAM EDIT The AFP-400, like all NOTIFIER intelligent panels, has the exclusive feature of full program creation and edit capabil- ity from the front panel keypad, while continuing to pro- vide fire protection. The architecture of the AFP-400 software is such that each point entry carries its own pro- gram, including control-by-event links to other points. This allows the program to be entered with independent per- point segments, while the AFP-400 simultaneously moni- tors other (already installed) points for alarm conditions. in addition to avoiding system shutdown, program edit from the panel keypad has the advantage of not requiring an on-site PC. This can save significant installation time for minor program changes. The AFP-400 site-specific program is password protected, and all information is stored in non-volatile memory. Menu "trees" are provided to lead the trained installer through the program steps without the necessity to refer to the programming manual. Veri Fire ™ VeriFlre is an off-line programing and test utility that can greatly reduce installation programming time, and increase confidence in the Site-specific software. It is Windows@ based and provides technologically advanced capabili- ties to aid the installer. The installer may create the entire program for the AFP-400 in the comfort of the of- fice, test it, store a backup file, then bring it to the site and download from a laptop into the pane1. The program includes error checks for common program- ming mistakes, such as an input point that does not acti- vate any outputs, or an output point that is not linked to any inputs. It also includes a simulation routine that will list all of the output points that are activated by a particu- lar input point (alternatively, it will list all the input points that are linked to a particular output). Although this does not eliminate on-site testing, it greatly increases confi- dence in the final installation. For example, a 200-input and 1 OO-output point system, without using Veri Fire, could require 20,000 test observations to verify all possible liO links. VeriFire includes a compare routine, pictured at right, that can also greatly help the installer. When a new program is created, it may be compared with a previous version and differences are highlighted. If the program is modified from the panel keypad, it may be uploaded into Veri Fire, and compared with the previous version stored on disk. The identification of program differences greatly helps the installer in testing the Installation. NFPA 72 requires that reacceptance test of a fire alarm system be performed on 100% of all points that are "known" to be modified. Veri Fire allows the installer to determine the exact points that are changed. Page 6 of 10 - ON-5262 BASIC EQUIPMENT PACKAGES There are two packages available to configure an AFP- 400 system. The standard model, BE-400, is designed to mount in a NOTIFIER full-sized cabinet in the CAB- X3 Series. The BE-400AA is a miniature package de- signed for a smaller cabinet, the CAB-400AA. Order one of the following: BE-400: Base Equipment includes the CPU module (CPU-400), an 80-character display, progfamming keypad, MPS-400 main power supply, installation instructions, chassis and required hardware. Order CAB-X3 cabinet separately. BE-400AA: Base Equipment for use with CAB-AA mini cabinet. It is similar to BE-400 but for use in CAB- AA. Includes MPS-400RB and transformers. Sup- ports one output option module. Order CAB-400AA cabinet separately. SYSTEM MODULES The AFP-400 includes the ability to communicate with up to 8 conventional modules each with up to 8 circuits. Any mix of notification, relay, speaker, or telephone may be used. Choose any combination of up to eight output modules: ICM/ICE, CRM/CRE, DCM-4 or VCMNCE. ICM-4: Notification Appliance Circuit Module, provides four Style Y or Style Z alarm Notification Appliance Circuits. Maximum signaling current is 3.0 amps per circuit or 6.0 amps per module, subject to power supply limitations (includes auxiliary power harness, ELRs and slide-in labels). Includes ON/OFF controls and ON/OFF LEDs. ICE-4: Notification Appliance Circuit Ex- pander, expands ICM-4 to provide a total of eight (8) Style Y or Style Z alarm Notifica- tion Appliance Circuits. Circuit ratings are same as ICM-4. (Maximum of one per ICM-4.) May also be used to add four Notification Appliance Circuits to VCM-4. CRM-4: Control Relay Module, four (4) Form- C relay contacts, rated at 5.0 A, 120 VAC or 28 VDC (resistive) per circuit. Includes manual ON/OFF controls and LEDs. CRE-4: Control Relay Expander, expands CRM-4 to provide a total of eight (8) Form- C felay contacts. (Maximum of one per CRM-4.) May also be connected to add four relays to ICM-4, TCM-2, TCM-4, or VCM-4. VCM-4: Voice Control Module provides four Style Y or Style Z speaker circuits, eight manual select switches and indicators slide-in labels, and plug-in terminal bl~cks. Move jumper to convert to telephone circuits with remote ring signal and local call-in flash. May be expanded to 8 circuits with VCE-4, ICE-4, or CRE-4. m . . ITIJITJ, ,I;[] I;[] II;[]~ I;[] I;[] 1;;111;;1 I l'ii'll'lI'i !ii_if' - -- ,- ,-" , ~~ ~I;;II ~I;;II ~I;[] ~I;[] ....Ii 1111= il ...... r.:Tii1 .=.~~! .='~' ;;='~~I! ..== .-'I!!!I=:J "- .- .. . - . VCE-4: Voice Control Expander adds four circuits to VCM-4. (Note: VCM-4/ VCE-4 combination must be 8 speaker or 8 phone Cifcuits.) 1'11'11'11'1 'iiiif === I'~'I ITIJ ITIJ I I;[] I;[] I;[] I;[] I;[] I;[] 1;;111;;1 I ': .-. , ffi , DCM-4: Dual Channel Module provides four Style Y or Style Z speaker CifCUitS plus four channel AlB select relays. Not expandable. OTHER OPTION MODULES ARM-4: Auxiliary Relay Module, four (4) Form-C relays control/ed by a relay module (CRM-4 or CRE-4). N. O. contacts rated 20 amps, N.C. contacts rated 10 amps at 125 VAC and 30 VDC. (Maximum of one for each CRM-4 or CRE-4.) .:...:. ~'~'~I ,.-- L-~ VCC-1: Voice Control Center. Provides a variety of user selectable tones on a single channel. Up to two different tones or messages may be selected on a single channel. Also provides optional digital voice message capability and !ll1=Sitfl programmable voice messages. Includes Audio Message Generator (AMG-1) microphone, cables, dress panels, and instructions. VCC-2: Voice Control Center. Single or dual channel Audio Tone Generator (A TG-2). Provides a slow whoop, Hi/La or steady tone on the primary channel and for dual channel applications, provides a chime or 20 pulse-per-minute tone on the secondary channel. Includes cables, microphone, dfess panel, and instructions. VTCC-1: VoicefTelephone Control Center. pfovides all that the VCC-1 provides plus two-way Fire Fighter's Telephone (FFT-7) capability. VTCC-2: VoicefTelephone Control Center. Provides aI/ that the VCC-2 provides plus two-way Fire Fighter's Telephone (FFT-7) capability. TCC-1: Telephone Control Center. Provides a stand- alone two-way Fire Fighter's telephone (FFT-7S). Includes cables, dress panel and instructions. AMG-E: Audio Message Generator . ..... ...... . ... (without microphone). Order in 101' 10. I. ., addition to VCC-1 or VTCC-1 if I : 81!l 0 . .' two-channel system is required. = I II I.. _I~ : :lj]II:11111 FFT-7/FFT-7S: Fire Fighter's Telephone control with master handset. AA.30: Audio Amplifier - 30 watts. Switch-mode power. Includes amplifier and audio input supervision, back-up input, and automatic switchover, power supply, cables. DN-5262 - Page 7 of 10 AA-120IAA-100: Audio Amplifier provides up to 120 watts of 25 VRMS audio power fOf the AFP-400. The amplifier contains an integral chassis for mounting to a CAB-B3, -C3, or -03 backbox (consumes one (ow). Switch- mode power. Includes audio input and amplified output supervision, backup input, and automatic switchover to backup tone. Order the AA-l00 for 70.7 VRMS systems and 100 watts of power. VROM-(n): Factory-programmed . message for installation in AMG-l. Provides up to 24 seconds of evacuation message on non~vofatile memory chip. Choose one of many standard messages available. Up to two of these messages may be installed in one AMG. Includes VROM, instructions for installation and operation, and written text of message. VRAM.1: Field-pfogrammed memory to be installed in AMG-l. Provides up to 24 seconds of field-programmable evacuation message on non-volatile memory chip. Message is pro- grammed from microphone or cassette tape. Up to two of these non-volatile memory chips may be installed in one AMG. Includes VRAM and instruc- tions for installation and operation. APS-6R: Auxiliary Power Supply (expander). Provides up to 6.0 amperes of regulated power for compatible Notification appliance circuits. Includes battery input and transfer relay, and overcurrent protection. Mounts on one of four positions on a CHS-4L or CHS-4 chassis. FCPS-24: The FCPS-24 is a remote 6-amp (4-amp continuous) repeaterlpower supply. UZC-256: Programmable Universal Zone Coder provides positive non-interfering successive zone coding. Micfoprocessor-controlled, field-programma- ble from IBM-compatible PCs (requires optional programming kit). (See UZC-256 catalog sheet.) LCD-BOILCD-BOTM: BO-character, backlit LCD display. Mounts up to 6,000 ft. from panel. Up to 32 per AFP- 400. (See LCD-BO, LCD-BOTM catalog sheets.) ACS: Annunciator Contfol Modules ACM-16AT, AEM- 16A T, ACM-32A, and AEM-32A. (See ACS catalog sheet.) AFM: Annunciator Fixed Modules AFM-16A, AFM- 16A T, and AFM-32A. (See AFM catalog sheet.) Page 8 of 10 - DN-5262 LDM: Lamp Driver Modules LDM-32, LDM-E32, and LDM-R32. (See LDM catalog sheet.) ACM-BR: Remote Relay Module with eight Form-C contacts. Can be located up to 6,000 ft. from panel on four wires. RPT-4B5: Repeats EIA-4B5 over twisted pair or con- verts to fiber-optic medium. (See RPT catatog shee!.) XP: The XP Series Transponder provides conventional monitor and control. points. (See XP catatog sheet.) CHS-4: Chassis for mounting up to four APS-6R. " ..r- 'C' "-" .., , , , .. , , , , = = = = CHS-4L: Low-profile four-position Chassis. Mounts two AA-30 amplifiers or one AMG-E and one AA- 30. ., " "1 "I " " .., , . CHS-4M: Expansion Chassis. Mounts up to four modules. Includes CHS-4, MP-l (Module Dress Panel), and Expander Ribbon Cable. DP-1: Blank Dress panel. Provides dead-front panel for unused tiers or to cover AA- 30, AA-120, or AMG-E. CAB-X3 Series: The CAB-X3 Series cabinets are fabricated from 16-gauge ~ steel with unique full-front LEXAN@. reverse silk-screened for durability. The cabinet assembly consists of two basic parts: a Backbox (SBB-X3), and a Locking Door (DR-X3) that may hinge right or left. Cabinets are arranged in four (4) sizes, A through D. A trim ring option is available for semi-flush mounting. CAB-400AA: Provides small cabinet for CPU-400 and MPS-400RB. Use with BE-400AA only. Space for one (only) output CifCUit module plus expander. MPS-400: Power Supply module. The MPS-400 includes 4 Notification Appliance Circuits (NAC) that can connect four Class A (Style Z) or Class B (Style Y) circuits. The NAC also can be used for Releasing applications. Includes four built-in system relays (alarm, trouble, security, and supervisory). For BE- 400 replacement only. The MPS-400 is included in the BE kits. MPS-400RB: MPS-400 PC board only. Less trans- formers and mounting chassis. LEXAN@ is a registered trademark ot GE Piastics, a subsidiary ot General Electric Company. AGENCY LISTINGS AND APPROVALS See the first page 01 this catalog sheet lor listing agencies and file numbers. These listings and approvals apply to the basic AFP-400 control panel. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult lactory lor latest listing status. The AFP-400 is UL listed, per Standards 864 (Fire) and 1076 (Burglary). It meets NFPA 72 Local, Auxiliary, Remote Station, Proprietary, and Emergency Voice/Alarm Fire Sys- tem Requirements. SPECIFICATIONS Primary input power, 120 V AC, 50/60 Hz, 3.0 Amps. IolaLoutput 24 V power - 6.0 A: Standard Beil circuits (4) per MPS-400 - 2.5 A each. Four-wire detector power - 1.25 A. Two non-reset reguiated power outputs - 1.25 A each. Battery charger range: 12 AH - 60 AH. (Use separate BB-55 cabinet lor 60 AH batteries.) Charge high rate: 29.1 V. Fioat Rate: 27.6 V. .. Note: The MP$-400 has a total of 6.0 Amps of available power. This is shared by aU internal modules and each MPS-400 circuit. SYSTEM CAPACITY Intelligent Signaling Line Circuits ................................2 Intelligent Detectors .................................................198 Addressable monitor/control modules..................... 198 Programmable internal hardware and output circuits (4 standard) ................................. 68 Programmable software zones .................................. 99 Special Programming zones .....................................14 Programmable remote relay/annunciator points ....... 99 LCD-80 annunciators per system (observe power) .. 32 ACS annunciators per system...1 0 Address x 64 points CONTROLS AND INDICATORS Program Keypad: QWERTY type (keyboard layout). 8 LED indicators, AC Power; Fire Alarm; Pre-Alarm; Security Alarm; Supervisory Signal; System Trouble, Dis- abled points, Alarm Silenced. Membrane Switch Controls, Acknowledge/Step; Silence; Evacuate: System Reset; Lamp Test. LCD Display: 80 characters (2 x 40) with long-lile LED back-light. COMPATIBLE DEVICES, EIA-232 Port Model Description PRN-4 80 column printer. VS4095/S2 Printer, 40 column, 24 V. Mounted in exter- nal backbox (Order from Keltron, /nc.). Video display terminal. Wire peer-to-peer NOTI.FIRE.NET network interface module (see separate catalog sheet). Fiber peer-to-peer NOTI.FIRE.NET network interface module (see separate catalog sheet). CRT-2 NAM-232W NAM-232F .VGAS Video Graphic Annunciator System (see separate catalog sheet). Note: . Not UL 864 listed (ancillary device only). COMPATIBLE INTELLIGENT DEVICES Modet CPX-551 SDX-551 SDX-551TH FDX-551 FDX-551 R BX-501 B501BH B524RB B524BI DHX-501 DHX-502 MMX-1 MMX-2 MMX-101 CMX-2 BGX-1 01 L ISO-X XP Series Description Ionization smoke detector. Photoelectric smoke detector. Photoelectric with thermal element. Fixed thermal (heat) sensor. Fixed and rate-aI-rise thermal sensor. Standard U.S. detector base. Sounder base. Relay base. Isolator base. Duct housing with alarm relay. Duct housing without alarm relay. Monitor module. Two-wire detector monitor module. Miniature Monitor Module. Control Module. Manual Fire Alarm Station, addressable. Isolator Module. Transponder. COMPATIBLE "LOW PROFILE" DEVICES CPX.751 Low-profile ionization detector. SDX-751 Low-profile photoelectric detector. LPX.751 Low-profile laser photo detector. IPX-751 Low-profile Advanced Multi-Sensor detector. B224RB Low-profile relay base. B224BI Isolator base lor low-profile detectors. B710LP Low Profile base. Standard U.S. Style. COMPATIBLE DEVICES, RS-485 Port Modef ACS Series LCD-80 LDM Series ACM.8R NIB.96 RPT -485 Series UDACT UZC.256 Descrfptfon (see catafog sheets) Remote Serial Annunciator/Control sys- tems. Remote LCD display. Remote custom graphic driver modules. Remote relay module. 8 Form-C relays. Network Interface Board. Repeater, isolator and/or fiber optic mo- dem. Universal Digital Alarm Communicator Transmitter. Zone Coder. Up to 256 programmable codes. DN-5262 - Page 9 of 10 PRODUCT LINE INFORMATION Model BE-400 BE-400AA CAB-X3 Series CAB-400AA 4XTM Description Basic Equipment package for an AFP-400 in a CAB-3 cabinet. Includes: CPU-400 with keypad, BO-character display, MPS-4OO power supply, and all necessary cables and documentation. Basic Equipment package for an AFP-400 when mounted in a CAB-AA (cabinet ordered separately). Includes CPU- 400 and an MPS-4OORB power supply. The AFP-400 utilizes NOTIFIER CAB-X3 Series cabinets (see separate catalog sheet). Mini cabinet for AFP-4OO. Supports one option card. Plug-in Transmitter Module. Provides municipal box & re- mote station connection. Battery, 12 volt, 12.0 AH (two required). Battery, 12 voit, 25.0 AH (two required). Battery 12 volt, 60 AH (use 2 with BB-55). Battery Box (required for 60 AH). Programming kit for PC. Includes diskette, cable, and instructions. Other options as listed in previous sections. PS-12120 PS-12250 PS-12600 88-55 VeriFire-400 Page 10 of 10 - DN-5262 ~ N ~~~Y!:~an~ R@ July 14, 1998 E.130 FCPS-24(E) 24 Volt, 6 Amp Remote Power Supply Section: Power Supplies/Accessories GENERAL The NOTIFIER FCP5-24 (120 VAC model) and FCP5-24E (220/240 VAC model) are compact, cost-effective, 6-amp remote power supplies with built-in battery charger. The FCPS-24(E} may be connected to any 12- or 24-volt Fire Alarm Control Panel (FACP) or may stand alone. Primary applications include Notification Appliance (bell) Circuit (NAC) expansion (to support ADA requirements) or auxil- iary power to support 24-volt system accessories. The FCPS provides regulated and filtered 24 VDC power to four Notification Appliance Circuits (two Class A [Style Z] and two Class B [Style Y] or four Class B only). Alternately, the four outputs may be configured as any combination of re- settable/non-resettable power outputs (optimai for power- ing 4-wire smoke detectors). The FCPS-24(E) also con- tains a battery charger capable of charging up to 7.0 Amp Hour batteries. FEATURES Requires input trigger voltage of 9.0 - 32 VDC. Contains two, fully-isolated input/control circuits (trig- gered from FACP Notification Appliance Circuit [NAC expander mode] or jumpered permanently on [stand- alone mode]). Two Ciass A (Style Z) or Class B (Style Y) Notification Appliance Circuits (circuits 1 & 3). Two additional NACs that may be individually configured for Class B (Style Y) operation only (circuits 2 & 4). 6 Amp full load output (3 amps max.lckt.) in NAC ex- pander mode (UL 864). 4 Amp continuous output in stand-alone mode (UL 1481). In stand-alone mode, output power circuits may be con- figured as resettable (reset line from FACP required) or non-resettable. Fully regulated and filtered power output (optimal for powering four-wire smoke detectors, annunciators and other system peripherals requiring regulated/filtered power). Fuseless, power-limited technology meets new UL power- limiting requirements, effective May 1, 1995. Normally closed trouble contact. Fully supervised power supply, battery and Notification Appliance Circuits. Selectable earth fault detection. AC trouble report selectable for immediate, 8- or 16- hour delay. Optional ammeter/voltmeter. Works with virtually any UL 864 fire alarm control which utilizes an industry-standard reverse-polarity notification circuit. @ @ I California U ULC ~ ~~~;h~\re '" L 7315-0028:178 S635 CS869 (FCPS-24 only) (FCPS-24 only) <8> OY3AO.AY (FCPS-24(E)) MEA 387 -94-E (FCPS-24 only) Self-contained in compact, lockable cabinet (15" [381 mmJ high x 14.5" [368 mm] wide x 2.75" [70 mm] deep). Includes integral battery charger capable of charging up to 7.0 AH batteries. Fixed, clamp-type terminal blocks accommodate up to 12 AWG (3.25 mm') wire. STANDARDS and CODES The FCPS-24 complies with the following standards: NFPA 72-1996 National Fire Alarm Code. UL 864 Standard for Control Units for Fire Alann Systems (NAC expander mode). UL 1481 Power Supplies for Fire Alarm Systems (stand-alone mode). This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 @l NOT. FI ER' 12 Clintonville Road, Northford, Connecticut 06472 150-9001 Engineering and Manufacturing Quality System Certified to International Standard 150-9001 ~ Made in the U.S.A. DN-5132 - Page 1 of3 SPECIFICATIONS Primary (AC) Power FCPS-24: 120 V AC 50/60 Hz, 2.0 A max. . FCPS-24E: 220/240 VAC 50/60 Hz, 1.0 A max. . Wire size: minimum #14 AWG with 600V insulation. Control Input Circuit Trigger Input Voltage: 9.0 to 32 VDC. . Trigger Current: 2.0 mA (16 - 32 V). (per input) 1.0 mA (9 - 16 V). Trouble Contact Rating . 5 amps at 24 VDC. Auxiliary Power Output . Specific Application Power - 45 mA Short Circuit. Output Circuits +24 VDC (19.1 - 26.4) filtered, regulated. 3.0 amps maximum for anyone circuit. 4.0 amps maximum total continuous current for all out- puts (Stand-alone mode). 6.0 amps maximum total short-term current for all outputs (NAC Expander mode). Secondary Power (Battery) Charging CircuIt Supports lead-acid batteries only. Float Charge Voltage: 27.6V. Maximum Charge Current: 250 mA. Maximum Battery Capacity: 7.0 AH. TERMINAL DESIGNATIONS TO TRANSFORMER #2 TO TRANSFORMER #1 jj ~ "0 € z " . " " w'" '" IIImTB1 P1.. ~ .. lW. . ~ .. 18 I ~. 0" o ~[b(]o ~ )JP1 l:g~ Battery fuse 10A 3AG slow blow TB2. I R270000QQO :t: zg .. ..> 1l1l1ii . . . '" "'" ;:!: 63~=X~~~ uaf~::J::::I::J::I <.r=~~~~~ " . ~L....-N M..,. '" - - - - 0:: :;:I::l::l::::l ~ ~ ~Jg~ ~ =t:lOOOO .f~ ~~ '" ORDERING INFORMATION FCPS-24(E) FCP5-24 Remote charger power supply (120 VAC). Includes main printed circuit board, transformers, surface-mount backbox, and installation instructions. FCP5-24E Remote charger power supply (220/240 VAC). Includes main printed circuit board, transformers, surface-mount backbox, and installation instructions. Page2of3 - DN-5132 TB4 + + 1 2 3 4 5 6 7 8 9 10 11 12 f? ElF::n::r>>@EfNN>> ~,. :BB.~" H.B. b1.~~~~.a-~~~~fQ ~~+I+I~~+I+I + 1__""'(\1+ 1 <")M...,...,. __",",'S",MM'5;;'S'5 :;:;.e..e..a-.e.:;:;.9-.g.a-s ~aooooaaOOOO 'iiii 'iiii 'iiii 'iiii - R175 R76 ! JP2(ID31 1 I: 4 - R176 - R63 - - R134 A77-716B P5-1270 MPM-4 Notes: 1) Cut JP1 to use a UL listed external battery charger. 2) Cut R134 to delay AC loss report- ing for 8 hours (24-hour standby), or cut R134 and R76 to delay AC loss reporting 16 hours (60-hour standby). 3) Cut R175 to make output #2 non- resettable in stand-alone mode. 4) Cut R176to make output #4 non- resettable in stand-alone mode. IN. I (Control Input #1 from FACP) N. OUT + I Trouble Contact OUT. Trouble Contact IN. I (Contro/lnput #2 (rom FACP) N- Auxiliary Output (+24 VDC. 10 mA max.) Common TB3 MPM-4 12/24 VDC end-of-Iine relay for monitoring four-wire smoke detector power. Battery, 12 volt, 7.0 AH (two required). Optional ammeter/voltmeter. Mounts in FCPS backbox. APPLICATION EXAMPLES Example 1.0: Expand notification appliance power an additional 6.0 amps. Use up to 4 Class 8 (Style Y) outputs or 2 Class A (Style Z) and 2 Class 8 (Style Y) outputs. NAC # 1 (Silenceable) Input 1 Silenceable Horns NAC # 2 (Non-Silenceable) Input 2 Non.Silenceable Strobes HOST FACP FCPS In this example, the FACP notification appliance circuits will activate the FCPS when reverse polarity activation occurs. Trouble conditions on the FCPS are sensed by the FACP through Notification Appliance Circuit #1. Example 2.0: Use the FCPS to expand auxiliary regulated 24-volt system power up to 4 amps. 80th non- resettable and resettable power options are available. + 24V Resellable Power Inpul2 Shown triggered from Input 1 All Outputs Regulated +24 VDC Output 1 RESETTABLE - POWER Output 2 _ NON.RESETTABLE POWER Output 3 _ RESETTABLE POWER Output 4 . NON.RESETTABLE POWER SLC Loop HOST FACP Addressable FCPS Resettable outputs are created by connecting the resettable outputfrom the FACP to one or both ofthe FCPS inputs. Non-resettable outputs are created simply by cutting on board resistors. For addressable panel applications, use a monitor module to sense the trouble status of the FCPS via the trouble relay contacts. Example 3.0: Use addressable control modules to activate the FCPS versus the FACP Notification Appliance Circuits. This typically allows for mounting the FCPS at greater distances away from the FACP while expanding system architecture in various applications. Class BlOC ELR Up to 4 HACs or 2 HACs and 2 Regulated Power Outputs Output 1 Output 2 Output 3 Output 4 HOST FACP Addressable In this example, an addressable control module is used to activate the FCPS and an addressable monitor module is used to sense FCPS trouble conditions. Local auxiliary power output from the FCPS provides power to the addressable control module. DN-5132 - Page 3 0(3 May 14. 1998 E.200 ~ N ~!w~y~m~an~ R@ PS Series Batteries Section: Power Supplies GENERAL Power-Sonic PS Series batteries provide secondary power for the whole series of NOTIFIER fire alarm control panels. FEATURES Provide secondary power for control panels. Geiled electrolyte. Sealed and maintenance-free. Overcharge protected. Extended shelf life. Easy handling with leakproof construction. Ruggedly constructed, high-impact ABS plastic case. Long service life. Compact design. CAPACITY Battery capacity, expressed in ampere-hours (AH), is the product of a discharge current and the length of time that the current is dis- charged. Batteries are rated according to their performance during 20 hours of discharge at a constant current. The rated capacity of a battery is determined by subjecting it to a constant discharge current for 20 hours at 68'F (20'C). After 20 hours the voltage across the terminals is measured. The discharge current which causes a reading of 1.72 volts per ceil (5.16 V on a 6 V battery and 10.32 V on a 12 V battery) is called the rated current. This current multiplied by 20 is the rated capacity of the battery. APPLICATIONS Use the PS Series batteries to provide backup power for control paneis. Select batteries based on current requirements for your system and the capacity of its charger. These batteries can be used over a temperature range of -76'F to +140'F (-60'C to +60'C). CONSTRUCTION The sealed construction of the Power-Sonic battery ailows trouble- free, safe operation in any position. There is no need to add elec- trolyte, as gases generated during overcharge are recombined in a unique "Oxygen Cycle." The battery is seaied, ieakproof, and main- tenance-free. The case is made of ABS, a high-impact plastic resin (acrylonitrile butadiene styrene copolymer) with high resistance to chemicals and flammability. INSTALLATION All panels have space reserved for batteries. See the appropriate panel instailation manual for battery size restrictions. Typical inter- connection diagrams are shown in the literature accompanying each control panel. @ MH14328 (S) ----lIlt SEALED RECHARGEABLE BATTERY PDIUER~ siN'c Model PS-695 6 Volt 9 5 AH Power. Sonic Corporation .... The PS-695 Battery .... The PS-1242 Battery This document is not intended 10 be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 @) N OTI FI E RIt 12 Clintonville Road, Northford, Connecticut 06472 150-9001 Engineering and Manufacturing Quality System Certified to International Standard ISO-9001 DN-1109 - Page 1 of 3 TOP VIEW HEIGHT 1 BELOW 3.70:1: 0.08 inches (94 f 2 mm) HEIGHT 2 BELOW 3.86:1: 0.08 inches (96 f 2 mm) 00000000000000000000000000000000000000000000000000 00000000000000000000000000000000000000000000000000 COCCOOOODODOOOOOOOCCCODDDDaDOOCOOOOOCOCOODDOCDDDOO 00000000000000000000000000000000000000000000000000 SEALED RECHARGEABLE BATTERY TI mmmmmmmmmmmuml .- ^ MODEL PS-1270 SIDE VIEW BB-17: Optional Battery Backbox ..... 14-1/2" W x 8-1/4" H x 4-3/4" D 2 (mm: 368.3 W x 209.55 H x 120.65 D) For remote mounting of two 12-volt PS-12180 batteries. I- 5.94:i: 0.04 inches -l I (151.1 mm) I 2.56 :i; 0.04 inches (65.1 mm) 12 VOLT 7.0 AMP. HOUR BB-55: Optional Battery Backbox Ill.. See CHG-120 catal09 sheet for details. ,... ENGINEERING SPECIFICATIONS The fire control panel shall be equipped with secondary power provided by gelled-electrolyte batteries. The batteries shall be maintenance-free and shall be capable of powering the system in a manner and for a length of time determined by the governing regulations and the authority having jurisdiction. Nominal Discharge DIMENSIONS Capacity Current Height over Nominal @ @ Width Depth Height terminal Weight Voltage 20 hr. rate 20 hr. rate MODEL V A.H. mA in. mm. in. mm. in. mm. in. mm. Ibs. kg. PS~95 6 9.5 475 4.26 108 2.75 70 5.54 141 5.54 141 4.9 2.2 PS-1242 12 4.0 200 3.54 90 2.76 70 3.98 101 4.13 105 3.8 1.7 PS-1270 12 7.0 325 5.94 151 2.56 65 3.70 94 3.86 98 5.7 2.6 PS-12120 12 12 600 5.94 151 3.86 98 3.70 94 3.86 98 8.8 4.0 PS-12180 12 18 875 7.13 181 2.99 76 6.57 167 6.57 167 12.8 5.8 PS-12250 12 25 1300 6.89 175 6.54 166 4.92 125 4.92 125 18.7 8.5 PS-12600 12 60 3000 10.25 260 6.60 168 8.20 208 9.45 240 39.7 18.0 PS-121000 12 100 5000 12.00 305 6.60 168 8.20 208 9.45 240 65.7 29.8 Characteristic Discharge Curves 120% Effect of Temperature on Capacity 65 13 ~ 6.0 12 ~ 0> .. 5.5 11 :g 2:- 5.0 10 ~ " , , ~ '" 45 9 Q.Be , , I 4.0 8 3C 2C 1C 100% moo -0.5C ----- -0.1 C _ !_Q.C ... D.175e D.se O.25C ~ 80% " a:: ,,#' ~ 60% " a 40% ,.... __n_ _ 0.25 C moo -0.6C moo -1 C moo - 2 C .-' 20% .... ... o 2 3 5 10 2030 60 2 3 5 minutes I hours 10 20 30 I 0% -20' -10' O' 10' 20' 30' 40' 50' Temperature (Degrees C.) 60' Discharge Time @ 20.e (68"F) Page 2 of3 - DN-1109 PS-121000 RECHARGEABLE BATTERY: APPLICATIONS AND CHARGING CYCLE APPLICATIONS: Limit initial currentto 20A. Charge until battery voltage (under charge) reaches 14.40 to 14.70 volts at 680F (20'C). Hold at 14.40 to 14.70 volts until current drops to approximately 1000 mA. Battery is fully charged under these conditions, and charger should either be disconnected or switched to "float" voltage. "FLOAT" OR "STAND-BY" SERVICE: Hold battery across constant voltage source or 13.50 to 13.80 volts continu- ously. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged position. NOTE: Due to the self-discharge characteristics of this type of battery, it is imperative that the battery be chafged aftef six to nine months of storage, otherwise permanent loss of capacity might result from sulfation. 100% 90% 0 ~ 80% 0:: c:: 0 70% '" c:: Q) Q) 0:: 60% ~ 'u '" 50% Q. '" u 40% 0% 0 2 - 14.0V 13.0V Q)' 12.0V C> '" - ~ 11.0V rn c:: 'E 10.0V ~ ~ g.ov 8.0V 50C (410F) 4 6 8 10 12 14 16 18 20 Standing Period (Months) I I I I i I II. .1 Ambient Temperature 200C (68OF) I...... ........ ......-- ..--- ..... ...--- ---- --...... -...... ....... '\ \ \ - "'" \ ---- '\ -' ....-1---' 10A 5.0A V 20A -" 50A Final V/' 100A Voltage I I 2~OA 1.2 24 6 12 MINUTES 24 36481 2 x Discharge Time 4 6 8 10 HOURS 20 40 Charging is NOT necessary unless 100% of capacity is required. Charging before use is necessary to help recover full capacity. Charge may fail to restore full capacity. DO NOT let batteries reach this state. ~ PS-121000 Shelf-Life and Storage ~ PS-121000 Discharge Characteristics DN-1109 - Page3of3 . I ~NOTIFIER. A Division 01 Pillway Corporation OPTIONAL COMPONENTS 8M-I: Blank Module, cover plate for one unused Module space. o o. ! , I I DP-l: Dress Panel, cover for unused rows in cabinet. . BP-J: Battery Dress Panel, covers the Main Power Supply &. the batteries in the cabinet. :::::::::::::::::::::::0 :.:.:.:.:.:.:.,.:.,.:.: Ilk~=: - E&~~ VP-2: Vented Dress Panel, covers top row in the cabil\el.l~ 0 OOOOUUPOOOOOOOOOOOOOOOOOOOOOOOo ~ @) N OA!.~y~~a~ R$ A-181 December 8, 1997 CAB-A3, B3, C3 & 03 Cabinets, and CAB-M Marine Enclosures Section: Intelligent Fire Alarm Control Panels LISTINGS FOR THE CAB-3 SERIES: @ @ MEA I California . State Fire : ~ Marshal ~L ULC 289-91-E '7165-0028:141 290-91-E 7165-0028:144 S635 CS68 7170-0028:153 7170-0028:154 GENERAL All cabinets for the AM2020, AFP1010, AFP-400, AFP- 300, and System 5000 are fabricated from 16-gauge steel. The cabinet assembly consists of two basic parts: a backbox and a locking door. All cabinet parts are NOTIFIER gray (red color is optional) with navy blue LEXAN@ windows. This produces a taste- ful combination to accent the decor of the finest lobby setting. The key-locked door is provided with a pin-type hinge, a LEXAN@ window, two keys and the necessary hardware to mount the door to the backbox. The backbox has been engineered to provide ease-of- entry for the installer. Knockouts are positioned at numer- ous points to aid the installer in bringing a conduit into the enclosure with a minimum of hardship. Right- or lelt-hand hinges, selectabie in the field. Door opens 180'. Cabinets are arranged in four (4) sizes, A through D. A trim ring option is available for semi-flush mounting. Chassis bridge available for assembling multiple CHS-4 chassis external to the backbox. CAB-M MARINE CABINETS NOTIFIER marine cabinets are designed to house the AFP-200, AFP1010, or AM2020 in marine shipboard envi- ronments where dirt, dust, oil, water, or other contami- nants are present. Smooth, blended surfaces and an attractive finish compliment the NOTIFIER fire alarm contol panel. CAB-3 TRIM RINGS Trim rings are available for semi-flush mounting the cabi- net. An adhesive tape is used to attach this trim to the wall beside the cabinet. The trim is gray and is 15/16" thick. Red trim rings are 1.25" painted metal and screwed in place. Add an "R" in piace of the "N" in the trim for red models. LEXAN@ is a registered trademark of GE Plastics, a subsidiary of General Electric Company. ;1 24" 16"~ ~ :. 24-118' ;'-4" .i- r 20-1/8' mt Il 511S"dla. 0'/ .' 19-112" , 2-1I4'-----t. , 'J~<>..~,~~ CAB-3 PRODUCT LINE Each cabinet is available as a separate backbox and door assembly. Use the following model numbers to order each backbox and door assembiy: Mode/* Description CAB-A3 Cabinet and door assembly, 1 mounting tier. CAB-B3 Cabinet and door assembly, 2 mounting tiers. CAB-C3 Cabinet and door assembly, 3 mounting tiers. CAB-D3 Cabinet and door assembly, 4 mounting tiers. CAB-D3B Cabinet and solid door assembly, 4 mounting tiers. 11 Add "R" to end of model number to order a red cabinet or door. Accessories... DR-A3 5BB-A3 TR-A3N DR-B3 5BB.B3 TR-B3N DR-C3 5BB-C3 TR-C3N DR-03 DR-D3B 5BB-D3 TR-03N WC-2 CB-1 5/16'dia. "0. Ii ! , ri ! Door only, A Style. Backbox only, A Style, 1 tier. Trim ring for use with gray A Style. Door only, B Style, 2 tiers. Backbox only, B Style, 2 tiers. Trim ring for use with gray B Styie. Door only, C Style, 3 tiers. Backbox only, C Style, 3 tiers. Trim ring for use with gray C Style. Door oniy, D Style, 4 tiers. Solid door only, 0 Style, 4 tiers. Backbox only, 0 Style, 4 tiers. Trim ring for use with gray 0 Style. Wire Channel. Provides a pair of wire trays to neatly route wiring between CHS chassis. Chassis Bridge. Provides a bridge between CHS Series Chassis. i 5-5132" i ~ ;:t;.: ....r... __..:t:... 11-9/32" ..J_ r 20' .t -.! i 1-- 2-9/16' ---.---- 2-1/16" a..t 6-518' -0....1.. See other side for other CAB-3 Series diagrams and additional information on CAB-M marine enclosures. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 @).OTIFIER" 12 Clintonville Road, Northford, Connecticut 06472 150-9001 Engineering and Manufacturing Quality System Certified to International Standard 150-9001 ~ Made in the U.S.A. DN-3549 - Page 1 of 2 CAB-M PRODUCT LINE INFORMATION Model Number CAB-AM CAB-BM PL-AM Mounting Plate PL-BM Mounting Plate Door & Backbox Gauge Enclosure Size 14 door. 16 backbox 24" x30" x 8" 14 door, 16 backbox 36" x 30" x 8" Required for SBB-A3 or AFP-200 (order separately). Reqlired for SBB-B3 (order separately). 24-118' CAB-B3 26-51S" 2-1I4"+i 24-118" CAB-C3 37-1/4' 24.1/8" CAB-D3 45.7/8' Page 2 of 2 - DN.3549 i ~..: i 'I 2" 16' ------+i ,:~; m1. -j.... 19-25/32' .mmmJ () -+- 5/16'dla. 0'- i----- 19-112" I I ! 5116'dla. ~0 , 2-1f4' I, I 24' 16' -----1 + , !--4":. i ---.,-.. 1-518' -,,-- () 28-3132' 5f16'dla. 0/ ~19-112' 2-1/4' S116'dla. ~0'- 2-1/4' i '. 24" ~4' : 16'-----1 {)Ij>-. .--- 1-518' _'i.__ 37-1132' SItS' dill. 0'- I ~19-112' 2-114' 5116'dla. "'! . --- 2-1/4' Panel Mounting Plate 27" x21" 33" x 27" :5-5132"1 .----. ------------- --- ----.--- 2-1/16' e 1- ~.8r 28-112' 8-518' ~_L -i ~2-9116' 15-5132'; ~ --.-" 2.1/16" e--l- B-51S" -e- +- 8-5/8' --e- --1m 37-1/8" 8-518" O_L 15-5132": .----. .~- ~2-1/16" -QJ1- 8-5/8" -e- +- -o-'f --e-'f 8-518" OL 45-314" FOR THE CAB-M SER/ES: 161.002/23/1 (AFP-200 - CAB-AM) 161.002/27/1 (AM2020/AFP1010 - CAB.AM, CAB-BM) 93/00140 _ (AM2020/AFP10l0- CAB-AM, CAB-BM) 94/00004 (AFP200 - CAB-AM) ABOUT CAB-M U.s. Coast Guard 16-gauge steel backbox with integral trough offset. 14.gauge steel door, all welds ground smooth. 900 opening door with zero clearance; 1600 opening with full clearance. Compression stops maintain optimum gasket performance. Removable doors with zinc diecast hinges. Backbox and door ground studs pro- vide positive ground. Slotted quarter.turn oil.tight latch and key lock. Includes LEXAN@windowallowingfull view of control panel display with door closed. Includes panel mounting plate pre- drilled for NOTIFIER control panel mounting. Backbox and door to be painted gray polyester powder inside and out over phosphatized surfaces. NEMA Type 4; UL 508 Type 4: E.I.A. RS.310.C; CSA Type 4; TUV.IEC529, IP55. ~ N ~!~y~~an~ R@ June 18. 1998 H-105 SDX-551 and SDX-551TH Intelligent Photoelectric Detectors Section: IntelligenUAddressable Devices GENERAL The SDX-551 and SDX.551TH Analog Photoelectric Detec- tors are used with the NOTIFIER AM2020, AFPl 01 0, AFP- 400, AFP-300, AFP-200, and System 5000 (when equipped with AIM-200 module) Advanced Multiplex Systems to mea- sure the analog level of smoke and report this analog level to the control panel. The use of analog data provides signifi- cant benefits to the end user, installer, and service personnel in ways not possible with a conventional-type system. Since this detector is also addressable, it will help firefighters to more quickly locate a fire during its early stages. The SDX-551TH offers the same features as the SDX-551 with the addition of a 1350F (57'C) internal thermal element. FEATURES Unique optical sensing chamber. Optional integral 1350F (57'C) fixed-temperature element. Superior signal-to-noise ratio (2.0). Stable photoelectric operation. 1.6% nominal sensitivity for panel alarm threshold level. Fully coated circuit boards and superior RF/translent pro- tection. Addressable by device. Rotary DECADE 01-99 address switches. Two-wire loop connection. Visible LEOs "blink" every time the unit is addressed, and illuminate steadily on alarm (this feature may be deselected on the AM2020, AFP1010, AFP-400, AFP-300, and AFP- 200). 360o-field viewing angle of visual alarm indicators (2 LEOs). Integral communications, built-in device type identification. Compact, stylish design. Remote test feature from the panel. Built-in functional test switch activated by external magnet. Low standby current. Listed to UL-268. Built-in tamper-resistant feature. Designed for direct-surface or electrical-box mounting. Sealed against back pressure. Optional sounder, relay or isolator bases. Plugs into separate base for ease of installation and main- tenance. Separate base allows interchange of photoelectric, ioniza- tion and thermal elements. 94-VO plastic flammability rating. Removable cover and insect screen for field cleaning. Remote LED annunciator output connection. @ @ I California UL U Ie ti1 ~t:i;h~\re @ U ;;. 7272-0028:148 S1115 CS308 <8> CS118/CS733 FM ~ (SOX-551A) ~ US Coast Guard OQ4AO.AY 161'002/27/1 MEA 161'002/23/1 (SOX-551) 460-92-E 290-91-E 93/00141 (SOX-551) BASES LISTED SEPARA TEL Y. CONTACT FACTORY. BSA 578-81-SA (SOX-551 ) " Cover Screen Detector Base (order separately) This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information. contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 @) NOT. FI ERe 12 Clintonville Road, Northford, Connecticut 06472 150-9001 Engineering and Manufacturing Quality System Certified to International Standard 150-9001 ~ Made in the U.S.A. DN-1884 - Page 1 of2 APPLICATIONS Photoelectric detectors are often faster than ionization de- tectors in sensing smoke from slow, smoldering fires. Ion- ization detectors are often better than photoelectric detec- tors at sensing fast, flaming fires. CONSTRUCTION These detectors are constructed of LEXAN@in an off-white color. The SDX-551 plug-in series of smoke detectors is designed to commercial standards and offers an attractive appearance. LEXAN@ is a registered trademark of GE Plastics, a subsidiary of General Electric Company. INSTALLATION The SDX Series Plug-In Detectors use a separate base to simplify installation, service and maintenance. A specially designed tool allows maintenance personnel to plug-in and remove the sensors without using a ladder. Mount base (all base types) on a box which is at least 1.5 inches deep. Suitable boxes include: 4" (101.6 mm) square box with, or without, piaster ring. 3-1/2" (88.9 mm) or 4" (101.6 mm) octagonal box. Single-gang box. For the B524RB orB524BI base: use a 3-1/2" (88.9 mm) or4" (101.6 mm) octagonal box; or4" (101.6 mm) square box. When using the SOX with the B501BH sounder base: use a 4" square box (1.5" [38.1 mm] deep). NOTE: Because of the inhefent supervision provided by the SLC loop, end-of-Iine resistors are no/ required. Wir- ing "T-taps" or branches are permitted for Style 4 (Class "B') circuits. OPERATION Each SDX-551/SDX-551TH uses one of 99 possible ad- dresses on a SLC loop. It responds to reguiar polls from the control panel and reports its type and status, including the analog level of its smoke-sensing chamber. If it re- ceives a TEST command from the panel (or a local magnet test), it stimulates its chamber electronics and reports an alarm analog level. It blinks its LEDs when polled, and turns the LEDs on when commanded by the panel. The SDX detector uses the tight-scattering principle, rep- resenting the latest in smoke-sensing technology. ARCHITECTURAL/ENGINEERING SPECIFICATIONS For specifications request a copy of the ArchitecVEngineer Specification Disk, available from NOTIFIER Literature Ser- vices, on IBM format 3.5" 1.44 Mbyte magnetic disk. This disk includes files in both ASCII and WordPerfect@ 5.1 formats. WordPerfect@) is a registered trademark of the WordPerfect Corporation. Page2of2 - DN-1884 COMMON SPECIFICATIONS Operating voltage: 15 - 28 V (peak DC). Current range: 6.5 mA current for visible LEDs latched "ON". Detector standby current: 230 ~A maximum (no com- munication); 330 ~A maximum (with LED blink). Standby current for B524RB or B524BI: < 700 ~A @ 24 VDC (includes detector). Sensitivity: 1.6% nominal. Sensor: Photoelectric (light-scattering principle). Ambient temperature: SDX-551: O'C to 49'C (32'F to 120'F). SDX-551TH: O'C to 38'C (32'F to 100'F). Relative humidity: 10% to 93%. Air velocity: 3,000 feeVminute maximum. Weight: 6 oz. (170 gm.). BX.501 Base diameter: 6.2" (15.8 cm). B524RB Relay Base: SCfew terminals: Up to 14 AWG (2.0 mm'). Relay type: Form-C. Con/act rating: 2.0 A @ 30 VDC resistive. 0.3 A @ 120 VDC inductive. 1.0 A @ 30 VDC inductive. Dimensions: 6.2" (157 mm) x 1.4" (36 mm). B524BI: Dimensions: 6.2" (157 mm) x 1.4" (36 mm). Maximum: 25 devices between isolator bases. SDX-551TH SPECIFICATIONS Includes 135'F (57'C) fixed-temperature thermal element. PRODUCT LINE INFORMATION Model SDX-551* Description Intelligent Photoelectric Sensor (base ordered separately). Intelligent Photoelectric Sensor with built-in 135'F (57'C) fixed-temperature thermal element (base ordered separately). .. Order suffix HA H for Canadian (ULC) approved devices. Bases... SDX-551TH* Standard U.S. 6.2" diameter mounting base. European style 4" diameter mounting base (without flange). B501 BH Sounder base assembly (includes B501 base). B524RB Intelligent relay base. B524BI Intelligent isolator base. Optional Accessories... RA400Z** Remote LED. Mounts to a single-gang box. XR5 Removal Tool. XP-4 Extension Pole for Removal Tool. ** Supported by 8X-501 and 8501 bases only. BX-501 B501 ~ @) N~!~y!:p!n~R$ H-110 FDX-551 Series Intelligent Thermal Detectors Catalog Section: Intelligent / Addressable Devices April 12, 1995 GENERAL The FDX.551 Series intelligent thermal detector is used with the AM2020, AFP1010, AFP-200, and AIM-200 ad- vanced multiplex systems to measure thermal levels caused by a fire and report the analog level of the thermal mea- surement to the control panel. The use of analog Informa- tion provides significant benefits to the end user, installer and serviceman in ways which are not possible with a con- ventiona/type system. Since this detector is also addres- sable, it will help firemen to more quickly locate a fire dur- ing its early stages. .- FEATURES . Dual Thermistors. . Rate-of-Rise model (FDX-551 R), 15'F (9.4'C) per minute . Factory preset at 135' F (58'C). . Addressable by device. . Direct DECADE 01-99 entry of address. . 2-Wire loop connection. . Visible LEDs "blink" every time the unit is addressed: -Optional with AM2020 software revision 5 or higher. - Optional with AFP1 01 O. - Optional with AFP-200. . 360' field viewing angle of the visual alarm indicators (Two LEDs). LEDs illuminate steady during alarm. . Integral Communications and Built-in Device Type Iden- tification. . Compact, Stylish Design. . Remote test feature from the panel. . Built-in functional test switch activated by external mag- net. . Low standby current. . Listed to UL-521. . Built-in tamper-resistant feature. . Designed for Direct Surface or Electrical Box Mounting. . Sealed against back pressure. . Plugs into separate base for ease of installation and main- tenance. o f' 0; '" '" @ ~ I California ~ State Fire Marshal 7270.028: 150 8747 CS630 (FDX.5S1) FDX.551A 7270-028: 167 U (FDX.551 R) , . MEA ...[~ 004AO.AY 460-92-E ~ (FDX.551) 104-93-E 004A7.AY 290.91-E (FDX.551 R) 93/00141 US Coast Guard 161'002127/0 161'002/23/0 BASES SEPARATELY LISTED. CONTACT FACTORY. . Separate base allows interchange of Photoelectric, Ion- ization and Thermal sensors. . SEMS screws for wiring of the separate base. . 94-5V plastic flammability rating. . Remote LED output connection to optional RA400Z re- mote LED annunciator. . Optional sounder, relay and isolator bases. . Optional recessed base mounting kit (RMK400). This document Is not intended to be used for installation purposes. We try to keep our product information up to date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications afe subject to change without notice. For more information, contact NOTIRER. Phone: (203) 484-7161 FAX: (203) 484-7118 ~ III QTI FI E R. 12 Cllntonvllle Road, Northford. Connecticut 06472 180-9001 Engineering and Manufacturing Quality System Certified to International Standard ISO-9oo I ~ Made in the U.S.A. Page' of2 APPLICATIONS Use thermal detectors for protection of property. For further information call Notifier for manual 156-407- 00, Applications Manual for System Smoke Detectors", which provides detailed information on detector spacing, placement, zoning, wiring, and special applications. CONSTRUCTION These detectors are constructed of Lexan'" in an off-white color. The FDX-551 Series plug-in intelligent thermal detector is designed to commercial standards and offers an at- tractive appearance. INSTALLATION The FDX-551 Series plug-in intelligent thermal detector uses a separate base to simplify installation, service and maintenance. Installation instructions are shipped with each detector. A specially designed tool allows maintenance personnel to plug-in and remove the sensors without using a lad- der. Mount base (all base types) on box which is at least 1.5" deep. Suitable boxes include: . 4" square box . 3-1/2" or 4" octagon box. . Single gang electrical box (except relay isolator base) . Use a 4" square with B501 BH base. . Use a 3-1/2" or 4" octagon or 4" square box for the B524RB or B524BI base. NOTE: Because of the inherent supervision provided by the SLC loop, end-of-line resistors are not required. Wir- ing "Haps" or branches are permitted for Style 4 (Class "B") wiring. OPERATION Each FDX-551 Series uses one of 99 possible addresses on a control panel SLC loop. It responds to regular polls from the control panel and it reports its type and status, including the analog level of its heat sensing elements. If it receives a test command from the panel (or a local magnet test), it stimulates its electronics and reports an alarm analog level. It blinks its LEDs when polled and turns the LEDs on when commanded by the panel (de- tector blink is optional on the AM2020, AFP10l0, and AFP-200). The FDX-551 Series offers features and per- formance that represent the latest in thermal detector technology. Page2of2 .' SPECIFICATIONS Operating Temperature ... 320-1200F Operating Voltage/ Current Range ................. 15-28 V (Peak DC), 5 mA current for visible LEDs latched on. Detector Standby Current: 150 ~A maximum. B524RB or B524 BI: ... < 700 uA @ 24 VDC (includes detector) Sensor ............................. Electronic, Dual Thermistors. Fixed temperature alarm.. 5r C. (1350 F.) Rate of Rise Option ......... 150F (9.40C) per minute. Relative Humidity............. 10% to 93%. Weight ............................. 6 oz. (170 gm.) BX-501 Base Dia. ............6.2 inches (15.8 cm). B501 Base Dia. ................ 4.0 inches (10.3 cm). B524RB Relay Base: ....... Screw terminals: Up to 14 AWG Relay type: Form-C Rating: 2 A @ 30 VDC resistive .3 A @ 110 VDC inductive 1.0 A @ 30 VDC inductive B524Bllsolator base: ..... Dimensions: 6.2 in. (157 mm) x 1.4 in. (36 mm). Maximum: 25 devices between isolator bases. PRODUCT LINE INFORMATION Model Description FDX-551 Intelligent Thermal Sensor FDX-551 R IntelligentThermal Sensor. with Rate-of-Rise feature. FDX-551A Intelligent Thermal Sensor. ULC Version FDX-551 RA IntelligentThermal Sensor with Rate of Rise. ULC Version Bases (order separately) 8X-501 Standard U.S. 8ase. B501 8ase, flangeless (European style). 85018H Flangeless base (8501) with 24 VDC, 85 dBA internal horn. Relay base. Isolator base. Isolates SLC Loop against Loop short. Other Accessories XR5 Removal Tool. XP-4 Extension Pole for Removal Tool. RMK400 Recessed mounting kit for 500 series detec- tors (requires 8501 base). Surface Mounting Kit for 500 series detec- tors. Provides for entry of surface wiring conduit. A 8501 base is required. RA400Z' Remote LED. Mounts to single gang box. . Supported by BX-501 and B501 bases only. 8524R8 852481 SMK400 0> '" "' z o Architectural/Engineering Specifications Specifications are available from Notifier for the AM2020, AFP10l 0, AFP-200, or System 5000 AIM-200 module on an IBM compatible 3.5" disk in Wordperfect" 5.1 and ASCII for- mats. &:::" \~_7 ~. NOTI Fi E R4D A Pittway Company March 30, 1998 1420 NBG-10 Series '-Nol1:'Coded Manual Fire Alarm Station Section: Conventional Initiating Devices GENERAL The NOTIFIER model NBG-10 is a non-coded, dual action, manual alarm station. .J. . FEATURES Within ADA 5 lb. pull force when used without break-tube (models manufactured after 10-1-96, identified by an @ under station spring). Highly visible (red color with white lettering). Easily operated. Attractive shape and textured finish. Semi-flush mounting on a standard single-gang electrical box. Operates with or without a break tube. Handle latches in down position to clearly indicate that the station has been operated. Optionai lock with key. Optional N.O. contact for auxiliary functions. Optional pre-signal circuit may be used for pre-signal or Institutional Applications. Spanish (FUEGO) version. Meets UL 38, Standard for Manually Activated Signaling Boxes. APPLICATIONS Use to provide a convenient means to manually initiate a fire alarm. ~... .40:..:r.~-i .. "l...~. ~'!11:'!' CONSTRUCTION Shell, door, and handle are molded of red colored LEXAN@ (or pOlycarbonate equivalent) with a textured finish and white lettering. Back plate made of 16 gauge steel. Switch contacts are normally open. INSTALLATION For semi-flush mounting, attach directly to a standard single- gang electrical box. Terminal block with screws allows quick installation. OPERATION Pulling the handle down causes it to latch in the down posi- tion and to close the normally-open switch. The handle is restored manually by unscrewing the allen-head screw so the top of the case can pivot forward, allowing the spring- loaded handle to return to its normal position. The case can then be pivoted back to its normal position and secured with the allen-head screw. The NBG-10L utilizes a mechanical key Instead of the allen- head screw. The NBG-10 PIT has a normally-open auxiliary switch which is closed by rotating a key clockwise (the key is non-remov- able in this position). @<8>1 S635 1 ROAO.AY (except NBG-l0SP) California State Fire Marshal 7150-0028:139 ADA SPECIFICATIONS Physical: Height: Width: Depth: NBG-10 5.50" 4.13" 1.38" l/\le=1Jl 6.00" 4.69" 2.00" ~ 5.50" 4.13" 1.38" Electrical, Current Capacity: 3 Amps @ 125 VAC. LEXAN@ is a registered trademark of GE Plastics, a subsidiary of General Electric Company. This document is not intended to be used for installation purposes. We by to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone; (203) 484.7161 FAX; (203) 484-7118 @>> III OTI FI E RO 12 Clintonvlile Road. Northfonl. Connecticut 06472 150-9001 Engineering and Manufacturing Quality System Certified to International Standard ISO.900l ~ Made In the U.S.A. DN-1668 - Page 1 of2 WIRING OF STANDARD UNIT: NBG-10 TO CONTROL PANEL DETECTOR LOOP OUTPUT Additional Switch Included With Models: NBG-10A NBG-10T ---,- f 1 <C~ TO NEXT DEVICE OR E.L.R. TO TERMINAL BLOCK FOR N.O. CONTACT FOR AUXILIARY FUNCTIONS ---,- 1 1 , , Additional Switch (Key Operated) Included With Model: NBG-10P TO TERMINAL BLOCK FOR TEST, OR TO PRESIGNAL CIRCUIT (KEY OPERATED) I 1 ., Page 2 of2 - DN-1668 .-----. PRODUCT LINE INFORMATION Model NBG.l0 NBG.10A DescrIption Standard unit Dual actiOii. 'vVOiKS with, or without, a crush tube. Includes a terminal block with screws for fast and easy wiring. Standard unit plus an auxiliary N.O. switch to pro- vide annunciator contacts. Standard unit (NBG-l0) with key test features. Standard unit plus N.O. switch for pre-signal opera- tion. .: . Standard unit plus key-locking feature. Standard unit plus weatherproofing. Includes sur- face weatherproof box (NWP-l0). Spanish version of standard unit. Dual action. Works with or without crush tube. Includes terminal block. Weatherproof surface backbox for NBG-l0WP. Surface backbox for all NBG.l0 models. Optional trim ring. - ViI NBG.l0T NBG-l0P NBG.l0L NBG.l0WP NBG-l05P WP-l0 5B-l0 BG-TR ARCHITECTURAL/ ENGINEERING SPECIFICATIONS Manual Fire Alarm Stations shall be non-code, break-tube (or non- crush tube) type, with a key-operated test-reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key. An operated station shall automatically condition itself so as to be visually detected, as operated, at a minimum distance of one hundred feet, front or side. Manual stations shall be con- structed of red colored LEXAN@ with clearly visible operating in- structions provided on the cover. The word FIRE shall appear on the front of the stations in raised white letters, 1.75 inches or larger. Stations shall be suitable for surface mounting on matching backbox, or semi-flush mounting on a standard single-gang box, and shall be installed within the limits defined by the Americans with Disabilities Act (ADA) dependent on manual station accessi- bility or per local requirements. Manual Stations shall be Under- writers Laboratories listed. o -0000000---001" 4-118" ,(104.8 mm) View from , .___mJm___L TOP ;c1_31S"s: 1-1/8. r- (34.9) : (28.6) Optional : 1-318-: Surface : (34.9) :.! Backbox -1 5-112" View from (139.7 mm) SIDE , J !.- 2-3/4" -----..1 : (69.9 mm) : @'.. r.... . ..- o FIRE = I PUSH I'J I I t TIIU) . PUll Y OO/.'J NOT'...cn ~ N~!!Y!:!n~R~ August 27, 1 997 H-140 MMX-l Monitor Module Section: Intelligent/Addressable Devices GENERAL The NOTIFIER MMX-1 Monitor Module is used with the AM2020, AFP1010, AFP-400, AFP-300, AFP-200 or Sys- tem 5000 (equipped with an AIM-200 module) to monitor a single Initiating Device Circuit (IDC) 01 normally-open con- tact devices. FEATURES Built-in type identification automatically identifies this de- vice as an MMX-1 to the control panel. Powered directly by 2-wire AM2020, AFP1010, or AIM- 200 SLC loop. No additional power required. High noise (EMF/RFI) immunity. SEMS screws with clamping piates lor ease 01 wiring. Direct dial entry 01 DECADE address (01-99). Built-in magnetic alarm test switch. LED flashes during normal operation (this is optional on the AM2020, AFP1010, AFP-400, AFP-300, and AFP- 200). LED latches steady to indicate alarm on command Irom control panel. APPLICATIONS Use to monitor a zone of 4-wire smoke detectors, manual fire alarm pull stations, waterflow devices, or other normally open dry-contact alarm activation devices. May also be used to monitor normally open supervisory devices with special supervisory indication at the control panel. Moni- tored circuit may be wired as an NFPA Style B (Class B) or Style D (Class D) Initiating Device Circuit. A 47 K ohm End-ol-Line Resistor (provided) terminates the Style B cir- cuit. No resistor is required for supervision of the Style D circuit. Maximum IDC loop length is 2,500 feet (20 ohms maximum). CONSTRUCTION Controls Include two rotary switches for direct dial entry 01 DECADE address (01-99). A label is provided to mark the loop number, address, and device type. OPERATION Each MMX-1 uses one of 99 available module addresses on an SLC loop. It responds to regular polls from the con- trot panel and reports its type and the status (open/normal/ short) of its Initiating Device Circuit (IDC). A flashing LED indicates that the module is in communication with the con- trol panel. The LED latches steady on alarm (subject to current limitations on the loop). @ S635 (@ MEA 290-91-E, Vol. 5 (S-5000) 104-93-E (AFP-200) 17-96-E (AFP-400) ML 160 CS669 (MMX-1A) I California State Fire Marshal ~ 7165-0028:141 (AM2020IAFP1010) ~ 7165-0028:144 (System 5000) ~ 7170-0028:153 (AM2020/AFP1010 High Rise) 7170-0028:154 (System 5000 High Rise) 7165-0028:181 (AFP-400) BSA 7165.0028:164 (AFP-200) 578-81-SA (AM2020, AFP1010) This document is not intended to be used for installation purposes. We try to keep our product information up-ta-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484.7161 FAX: (203) 484-7118 (Gj) III OTI FI E R- 12 Clintonville Road, Northford, Connecticut 06472 <8> OV2A3.AY OQ1A8.AY - 93/00140 (AM2020, AFP1 01 0) The Face Plate o C0 o --.. I Q..+ 0_11'011 \::!:) DIION..... OCDCIlEL..I.Y CAU'!lOtl:DE-I!NEIIOIZE UNITPlllORlU&E1IIIICWO o @ o o TheMMX-1 150-9001 Engineering and Manufacturing Quality System Certified to International Standard 150-9001 ~ Made in the U.S.A. DN.2306 - Page 1 of 2 INSTALLATION The MMX-1 mounts to a standard 4" square, 2-1/8" deep, junction box. In addition, the MMX-1 may be mounted to the 8MB-500 surface mount box. Mounting hardware and installation instructions are provided with each module. I 1i Field Wiring Connections 8LC Loop (-) 8LC Loop (+) Mounting the MMX-1 to a 4" square, 2-1/8" deep junction box. SPECIFICATIONS Operating voltage: 15 - 28 VDC (peak). Standby current: 200 ~A maximum plus supervisory current. Temperature range: QOC to +490C (+320F to +1200F). Humidity range: 10% to 95%, relative. Weight: 150 grams (5 ounces). PRODUCT LINE INFORMATION Model MMX-1 MMX-1A Description Monitor Module. Monitor Module, ULC listed. ARCHITECTURAL/ENGINEERING SPECIFICATIONS Contact NOTIFIER. Page 2 of 2 - DN-2306 @) N~!!y~~n~R~ June 9,1997 H-160 MMX-101 Monitor Module Section: IntelligenUAddressable Devices GENERAL The NOTlFIERMMX-101 (or Canadian MMX-101A) Moni- tor Module provides an interface between the AM2020, AFP1 010, AFP-400, AFP-300, AFP-200, or System 5000 (equipped with an AIM-200 module) and normally-open contact alarm initiating devices. Though the MMX-101 can be used to monitor an entire Style B (Class B) initiating circuit, it is ideally suited for monitoring single devices. The MMX-101 is small enough to fit inside a single-gang junc- tion box behind the device being monitored. The small size and light weight allow it to be installed without the need to be rigidly mounted. FEATURES Built-in type identification automatically identifies this device as a monitor module to the control panel. Powered directly by two-wire FACP. No additional power required. High noise (EMF/RFI) immunity. Tinned, stripped leads ease of wiring. Direct dial entry of DECADE address (01-99). APPLICATIONS Use to monitor a single device or a zone of 4~wire smoke detectors, manual fire alarm pull stations, waterflow de- vices, or other normally open dry-contact devices. May also be used to monitor normally open supervisory devices with special supervisory indication at the control panel. Monitored circuit/device is wired as an NFPA Style B (Class B) Initiating Device Circuil. A47 K ohm End-of-Line Resis- tor (provided) terminates the circuil. CONSTRUCTION Controls include two rotary switches for direct dial entry of DECADE address (01-99). OPERATION Each MMX-1 01 uses one of 99 available module addresses on an SLC loop. It responds to regular polls from the con- trol panel and reports its type and the status (open/normal! short) of its Initiating Device Circuit (IDC). @ @ I California U """ State Fire L 1lIlll Marshal .. ULe 7165-0028:141 S635 CS118 7165-0028:144 7170-0028:153 CS733 7170-0028:154 (MMX-101A) 7165-0028:164 BSA <8>- 578-81-SA OYOA6.AY, OV4A5.AY (AFP-200) OW6A2AY (AM2020/AFP1010) MMX-101 (shown actual size) - - DD ADDRESS Q + + To Initiating Devices To UL Listed Control Panel and to next device (SLC Loop) This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NonFIER. Phone: (203) 484.7161 FAX: (203) 48+7118 ~ NOTI FIERO 1Z ClintonllHle Road. NorthfOrd. Connecticut 06472 ISO-9001 Engineering and Manufacturing Quality System Certified to International Standard lSD-9001 ~ Made In the U.S.A. ON.2315 - Page 1 of 2 SPECIFICATIONS Operating voltage: 15 - 28 VDC (peak). Standby current: 230 ~A max. plus supervisory current. Temperature range: 320F - 1200F (OOC _ 490C). Humidity range' 10% - 95%, relative. Weight: 90 grams (3 ounces). PRODUCT LINE INFORMATION Model MMX.101 MMX.101A 5MB.SOO Description Monitor Module Monitor Module, ULC Listed Surface Mount Box INSTALLATION The MMX-101 Monitor Module mounts inside a single gang junction box behind the device being monitored. The small size and lightweight allow it to be installed without the need to be rigidly mounted. Altemately, the MMX-101 Monitor Module may be mounted in the 5MB-500 surface mount box. Mounting hardware and installation instructions are provided with each module. Minimum wire length 6.0 inches (15 cm) Page2of2 - DN-2315 ARCHITECTURAL! ENGINEERING SPECIFICATIONS Monitor modules shall be provided to connect one super- vised Initiating Device Circuit (IDC) zone of conventional alarm in~iating devices (any N.O. dry-contact device, in- cluding 4-wire smoke detectors), to one of the Fire Alarm Control Panel Signaling Line Circuit (SLC) Loops. The monitor module shall be small enough to fit inside a single- gang junction box behind the device being monitored or directly into the Fire Alarm Control Panel. The monitor module shall be small enough in size and light enough in weight to allow it to be installed without the need to be .rigidly mounted. The IDC zone may be wired for Style B operation. The monitor module shall provide address-set- ting means using rotary decimal switches and shall also store an internal identifying code which the Fire Alarm Con- trol Panel shall use to identify the type of device. /- H-146 @}) N~!!Y!:!n~ROO August 27, 1997 CMX-2 Control Module Section: Intelligent/Addressable Devices GENERAL The NOTIFIER CMX-2 Control Module is used with the AM2020, AFP1 01 0, AFP-400, AFP-300, AFP-200, and Sys- tem 5000 (equipped with an AIM-200 Module) to provide a single Notification Appliance Circuit (NAC) or Form-C re- lay. FEATURES Bulit-in type identification automatically identifies this de- vice as a CMX-2 to the control panel. internal circuitry and relay powered directly by two-wire SLC loop. NAC configuration uses second loop for No- tification appliance power. Integral LED "blinks" each time a communication is re- ceived from the control panel. (This optional feature is available on the AFP1010/AM2020/AFP-200 equipped with Revision 5 or higher software,) LED blink may be deselected globally (affects all devices) on the AFP1 01 0 and AM2020 equipped with Revision 5 or higher software. Standard on the AFP-400 and AFP- 300. High noise immunity (EMF/RFI). May be used to switch 24 volt NAC power, Audio (up to 70.7 VRMS) or telephone. Wide viewing angle of LED. SEMS screws with clamping plates for wiring ease. Direct dial entry of DECADE address (01-99). Built-in magnetic test switch. Speaker, audible/visual, and telephone applications may use wire Style Y or Z. APPLICATIONS The CMX-2 is used to switch 24 VDC audible/visual power, high level audio (speakers), or telephone devices. It may be programmed to operate dry contacts for door holders, Air Handling Unit shutdown, etc., and to reset four-wire smoke detector power. CONSTRUCTION The face plate is made of LEXAN@ in off-white. Controls include two rotary switches for direct dial entry of DECADE address (01-99). As shipped, configured for a single Style Y (Class B) or Style Z (Class A) Notification Appliance Circuit. May be modified in the field to provide a single Form-C (SPDT) dry contact. LEXAN@isa registered trademark of GE Plastics, a subsidiary of General Electric Company. @ @ I California ~ State Fire ~ Marshal "'-.. 7300-0028:166 S635 ML160 ~ CS669 (CMX-2A) ~ ~ OXOA3.AY 93/00140 (AM2020. AFP1 01 0) MEA 427-91-E o o om:e-I o CAUTION: DE.ENERGIZEUNIT PRIOR TO SERVICING @ o <0 The CMX-2 The Face Plate This document is not intended to be used for installation purposes. We try to keep our product information up-ta-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484.7161 FAX: (203) 484.7118 ~ II OTI FI EA.- 12 Clintonville Road, Northford. Connecticut 06472 ISO-9001 Engineering and Manufacturing Quality System Certified to International Standard ISO.9001 ~ Made in the U.S.A. DN-4551 - Page 1 of 2 I I I I I OPERATION Each CMX-2 uses one of 99 possible module addresses on a SLC loop. It responds to regular poils from the ad- dresses on a control panel and reports its type and status, including the open/normal/short status of its Notification Appiiance Circuit (NAC). The LED biinks with each poil received. On command, the CMX-2 activates its internal relay. The CMX-2 supervises Style "Y" (Class B), or Style "Z" (Class A), Notification or control circuits. Upon code command from the panel, the CMX-2 will dis- connect the supervision and connect the external power supply in the proper polarity across the load device. The disconnection of the supervision provides a positive indi- cation to the panel that the control relay actuaily turned ON. The external power supply is always relay isolated from the communication loop so that a trouble condition on the external power supply will never interfere with the rest of the system. Relay control with Form C contacts is obtained by break- ing off J1/J2 tab. Rotary switches set a unique address for each module. The address may be set before or after mounting. The built-in TYPE CODE (not sellable) will identify the module to the control panel, so as to differentiate between a mod- ule and a sensor address. A built-in magnetic test switch is provided to simulate a short circuit on the NAC to test the CMX-2. Page 2 of 2 - DN.4551 SPECIFICATIONS Operating voltage, 15-28 VDC (peak). Current range: 5 mA for LED latched in Alarm. Standby current: 300 ~A maximum plus supervision. Pulsing current, 30 mA for 15 mS. Supervision current: 0 ~A OPEN. 100 ~A NORMAL. 200 ~A SHORT. Contact rating: 2.0 Amp @ 30 VDC (resistive). 1.0 Amp & 30 VDC (inductive, 0.6 PF). 0.3 Amp@ 110 VAC. 0.6 Amp@ 30 VDC (pilot duty, 0.35 PF). Temperature range: OOC to +490C (+320F to +1200F). Humidity range: 10% to 95% relative. Weight: 150 grams (5 oz.). RELAY CONTACT RATINGS 2 Amp @ 30 VDC. 1 Amp @ 30 VDC (0.6 PF). 0.6 Amp @ 30 VDC (0.35 PF). 0.3 Amp @ 110 VDC (0.35 PF). 0.3 Amp @ 120 VAC (0.35 PF). Resistive: Inductive: Pilot Duty: PRODUCT LINE INFORMATION CMX-2" A2143.20 Analog, Inteiligent Control Module. Capacitor. Required for Style Z operation of speakers (check with factory for listing status). Optional Surface Mount Backbox. Control Module Barrier - required by UL for separating power-limited and non-power iim- ited wiring in the same junction box as CMX-2. Order suffix "A" for Canadian (ULC) approved 5MB500 CB 500 "NOTE: devices. o Break off Tabs J1 and J2 to convert from a supervised indicating circuit to a Form-C dry contact option. - ~ N ~!~y~~a~ R@ June 18, 1998 1.352 DH400ACDC Series 4-Wire Duct Detector Housings for Ionization and Photoelectric Sensors Section: Conventional Initiating Devices GENERAL The System Sensor DH400ACDC samples air currents passing through a duct. Il gives dependable performance for management of fans, blowers and air conditioning sys- tems, preventing the spread of toxic smoke and fire gases through the protected area. System Sensor's DH400ACDC 4-wire duct detector hous- ing will accommodate either the 1451DH ionization sensor or the 2451 photoelectric sensor. The twist-in, twist-out detector heads allow easy removal for quick cleaning and maintenance, or a change in application without removing the duct housing. NOTE: The System Sensor DH400ACDC Duct Detector Housing is supplied with either the 1451DH Sensor (order DH400ACDCI) or the 2451 Photoelectric Sensor (order DH400ACDCP). FEATURES 24 VDC operation. Accommodates ionization or photoelectric heads. Simple change-out of detector heads: twist in, twist out. Easy to maintain. Powered outputs for remote lED and Sounder/Strobe. Air velocity rating from 500 to 4,000 feet per minute (3.175 to 25.4 m./sec.). Ul 268A listed. Reset time: 0.3 seconds (maximum). Clear polycarbonate cover for convenient visual inspec- tion of sampling tube filters. Rugged plastic housing (mounting portion). Remote test station option. Easy and quick mounting to round or rectangular ducts from l' to 12' (0.305 to 3.66 m) wide. Three-year limited warranty. APPLICATIONS DH400ACDC detectors are designed to operate on 24 VDC, 24 VAC, 120 VAC, or 240 VAC. Alarm and supervisory relay contacts are available for control panel interface (alarm initiation), HVAC control, and other auxiliary func- tions. These detectors are NOT designed for 2-wire appli- cations. Duct detectors are: NOT a substitute for open area smoke detectors. NOT a substitute for early warning detection. NOT a replacement for a building's regular fire detection system. Refer to NFPA 90A for additional duct detector application information. @@ I California ~ State Fire ,~ Marshal .;;. 3240-1209:155 S911 CS308 <8> OV3AO.AY MEA 427-91-E DH400ACDCP Duct Detector Housing with 2451 Photoelectric Sensor CONSTRUCTION AND INSTALLATION The twist-in, twist-out detector and base allow the removal of detectors easily and quickly for cleaning and mainte- nance. In addition, detector heads can be changed to fit the application without removing the duct housing. The DH400ACDC comes with built-in exhaust tube. Sampling tubes are available to fit ducts from 1 to 12 feet (0.305 to 3.66 meters) wide. ENVIRONMENTAL LIMITS Temperature: 32.F to 120.F (O.C to 49.C). DO NOT INSTALL where normal ambient temperatures exceed 120.F (50.C). Relative humidity: 10% to 93%. Air velocity: 500 to 4,000 ft./min. (3.175 to 25.4 m./sec.). MECHANICAL SPECIFICATIONS Width: 14.5 inches (36.83 em). Height: 5 inches (12.70 em). Depth (Installed): 4 inches (10.16 em). Weight' 4.5 pounds (2.041 kg). This documenl is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications Bre subject to change without nolice. For more information. contact NOTIFIER. Phone: (203) 484.7161 FAX: (203) 484-7118 ~ N OTI FI E R. 12 Clintonvil1e Road. Northford, Connecticut 06472 150-9001 Engineering and Manufacturing Quality System Certified to Intemational Standard 150.9001 ~ Made in the U.S.A. DN-3251 - Page 1 of 2 ELECTRICAL CHARACTERISTICS Power supply vollage, 20 - 29 VDC 24 VAC, 50-S0 Hz 120 VAC, 50-S0 Hz 220/240 VAC, 50-s0 Hz Ripple voltage, 4 Vpp NJA NJA. NJA Input capacitance: 270 ~F max. 270 ~F max, NJA N/A Reset voltage: 3 VDC min. 2 VAC min. 10 VAC min. 20 VAC min. Reset time with RTS451), 0.03 to 0.30 sec. 0.03 to 0.30 sec. 0.03 to 0.30 sec. 0.03 to 0.30 sec. Reset time (by power down): 0.6 sec. max. 0.6 sec. max. 0.6 sec. max. 0.6 sec. max. Power up time: 34 sec. max. 34 sec. max. 34 sec. max. 34 sec. max. Alarm response time: 2to17sec. 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. CURRENT & POWER REQUIREMENTS (using no accessories) Maximum standby current: 25mA 35 mA RMS 20 mA RMS 20 mA RMS Maximum standby power: 1 Watt 1 Watt avg. 3 Walts avg. 3 Walts avg. Maximum alarm current: 95mA 55 mA RMS 55 mA RMS 30 mA RMS Maximum alarm power: 4 Walts 4 Walls avg. 4 Walts avg. 4 Walts avg. CONTACT RATINGS Alarm initiation contacts (SPST): 2.0 A@ 30 VAC/DC (0.6 power factor). Alarm auxiliary contacts (DPDT), 10A@30VDC. 10 A@ 277 VAC (0.75 power factor). 240 VA @ 240 VAC (0.4 power factor). 1/8 HP @ 120 VAC. 1/4 HP @ 240 VAC. Trouble contacts (SPST): 0.3 A@ 32 VDC (resistive). PRODUCT LINE INFORMATION Model No. Description DH400ACDCI DH400ACDC duct detector housing with 1451DH ionization sensor. DH400ACDCP DH400ACDC duct detector housing with 2451 photoelectric sensor. 1451 DH Replacement ionization smoke detector head. 2451 Repiacement photoelectric smoke detector head. ST-1.5 Metal sampling tube, duct widths l' (0.3048 m) to 2' (0.6096 m). ST -3 Metal sampling tube, duct widths 2' (0.6096 m) to 4 (1.2192 m). . ST-5 Metal sampling tube, duct widths 4' (1.2192 m) to 8' (2.4384 m). Any combination of accessories may be used such that the given current loads total: . 100 mA or less in the Standby state. . 15 mA or less in the Alarm state. .Note: When initiating an afarm using the test magnet. The RTS451 requires 71 mA maximum In pre-alarm and 78 mA in alarm. Normal standby current Is 0 mA. The alarm current drops to 7 mA when the test magnet Is removed from the RTS451. Page 2 of 2 - DN-3251 ST-10 APM51 RMOOZ P MOO M02-04.00 RTS451 MOD400R CRT -400 Metal sampling tube, duct widths 8' (1.2192 m) to 12' to (3.6576 m). Annunciator with piezo, alarm, and power LEDs. Remote annunciator alarm LED. Piezo alert sounder (offered in red [R], white [W], or beige [8]). Test magnet. Remote test station. Sensitivity test kit. Ionization cover removal too!. ACCESSORY CURRENT LOADS AT 24 VDC DEVICE STANDBY ALARM APA451 12 mA max. 30 mA max. PA400 OmA 15 mA max. RA400Z OmA 7 mA max. RTS451 OmA* 7 mA max.* ~ N~!~Y!:!n~R~ "- K-220 Detector Accessories used with System Sensor/Notifier products Catalog Section: Miscellaneous June 4, 1996 GENERAL System Sensor/NOTIFIER offer a number of accessory items and replacement parts to enhance the use, maintenance and testing of the smoke detectors. PRODUCT LINE INFORMATION ~ Remote LED Annunciator The RA400Z Remote LED is an optional visual annunciator de- signed to provide remote status indication for all of our system smoke detectors, duct detectors and beam detectors. It uses an active current regulator to main- tain 7 mA of current within the specified 3.1 to 32 VDC operat- ing range. The 2" x 4" beige an- nunciator mounts in a standard, single-gang backbox. Remote Test Station The 400/500 Series Duct Detec- tors and 6424 Beam Detectors can be tested using the RTS451 Remote Test Station. A magnet is used to activate the test. The RTS451 KEY model, for testing 2-wire or 4-wire detectors, in- cludes a key reset switch in- stead of the magnet tool. The RTS-451 KEY(A) is an automatic remote test station. Remote Sounder/ LED Annunciator For stand-alone conventional duct detector applications, the Model APA451 Annunciator con- sists of a piezo sounder along with alarm and power LEOs to signal trouble in compliance with NFPA 90A. The device fits con- veniently in a single-gang box. RA400Z CSFM 7300-1209:130 MEA 427-91-E Vol. 2 FM OV8A5.AY UL = S2522 ULC = CS308 RTS451 CSFM 7300-1209: 129 MEA 427-91-E FM OV3AO.AY UL = S2522 ULC = CS308 APA451 CSFM 7135-1209:143 MEA 427-91-E FM OV3AO.AY UL = S4011 Relay Modules End-of-line supervisory applica- tions in 12- or 24-volt systems can be handled with the An- 716B Relay Module. It is spe- cifically designed for use in 4- wire systems. A 77-716B Removal Tools The CRT400 Cover Removal Tool simplifies removal of the tamper-proof covers on 4001 551 Series Ionization Detectors. It simulta- neously depresses the three lock prongs on the top of the unit so the cover can be ro- tated counterclockwise and removed. It can also remove the cover of photo units. CRT400 The XR5 and XR2 Detector Removal Tools can be used with any 400/551 Series Plug- In Detector. The XR5 is used with the Sys- tem Sensor 400 Series and the NOTIFIER CPX-551, SDX-551 and FOX- 551. The XR2 is used with the NOTIFIER SD-651, CP-651, SDX-751, and CPX-751. When used with the XP-4 Ex- tension Poles, detectors can be installed and removed up to 18 feet overhead without ladders or scaffolding. XR5 XP-4 This document Is not Intended to be used for installation purposes. We try to keep our product 150-9001 ~ Information up-te-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, Engineering and Manufacturing contact NOTlFIER. Phone: (203) 484-7161 FAX: (203) 464-7116 Quality System Certified to @jNOTIFIERo 12 Clintonville Road, Northford. Connecticut 06472 International Standard rSO~9001 Made In the U.S.A. DN-4653 - Page 1 of 2 Mounting Kits Four different mounting kits are available. The SMK400 Surface Mounting Kit and RMK400 Recess Mounting Kit are designed to work with 400/551/751 Series plug-in 4" mounting bases B401, B401 Rand B501. SMK400 accommodates a surface wiring conduit. RMK400 is suitable for suspended and drywall ceilings. 5MB600 Surface Mount- ing Kit is designed for 400/551/751 Series plug-in detectors using a 6" diameter base, direct wire detectors and the B601 BH Sounder Base. If a more finished look is desired for the intelligent 500 Series (MMX-1, MMX-2, CMX-2, ISO.X) panel mod- ules, the 5MB500 Surface Mounted Box provides a 4" square enclosure of beige plastic. Replacement Screens After several cleanings, abuse, or use in particularly dirty areas, de- tector screens must be replaced to assure continued performance at the specified levels. System Sen- sor screens are made with a spe- cial screening that has 0.020" (0.5 mm) openings for greater insect re- sistance. RS14 is the replacement screen for 400/551 Series ionization detectors. RS23 fits the 2300T and 2312/24T detectors. RS24 is for all 400/551 Series photoelectronic de- tectors, except those with thermal units. Photo/thermal units require a RS24T replacement screen. Page 2 of 2 - DN-4653 SMK400 RMK400 o RS14 . RS23 . RS24 -- RS24T Calibrated Test Card An R59-18-00 Test Card can be used to simulate smoke conditions on 400 Series photoelectronic smoke detectors. The two-sided card provides for 1 % and 4% smoke limits. Test Magnet The M02-04 Test Magnet is used to activate the internal reed switch on 400 Series System Sensor con- ventional and NOTIFIER intelligent plug-in and duct detectors. Accom- plishing a thorough functional test will cause the LEOs to indicate alarm. The same test magnet can be used to successfully test the Model RTS451 remote test station. Dust Cover During light construction and re- modeling, the fluorescent orange DUST45 and DUST 12 Dust Cov- ers provide limited protection for 400/551/751 Series detectors. Dur- ing heavy construction, however, the detectors should be removed. -. R59-18-00 . M02-04-00 DUST45 r~ N~!w~yE~an~R@ April 2. 1998 1-304 HD-600 Heat Detectors Section: Conventional Initiating Devices GENERAL The HD-600 Heat Detector is attractive, durable, and fea- tures combination rate-of-rise and fixed-temperature de- tectors. Heat detectors are available in 135'F (5TC) and 200'F (94 'C) temperature ratings. Rate-of-rise elements detect heat by quickly responding to rapid temperature increase. HD-600 detectors use the same reliable pneumatic rate-of-rise element used in former models, but offer added aesthetic appeal. The pneumatic rate-of-rise element responds to a rapid rise in tempera- ture, approximately 15'F (8'C) per minute, by expansion of air within the sealed chamber faster than it can escape through a calibrated vent. The resuitant increase in pres- sure depresses the diaphragm, causing the electrical con- tact to close the circuit. HD-600 rate-of-rise units have a wide spacing allowance of 50-foot (15.24-meter) centers. See Specifications table (page 2) for details. Fixed-temperature elements react to heat by responding to a specific temperature setting. The fixed-temperature element uses a fusible alloy. When activated, the external heat collector drops away to provide quick visual confirma- tion that the element has operated. The units protrude only 1-3/8" (34.925 mm) from the ceil- ing surface with a junction box mounting. They have pieas- ing contours and an all-white finish that conforms to ceiling aesthetics. FEATURES Rate-of-rise and fixed-temperature. One- or two-circuit, normally open. Easy installation. Low-profile design. Visual indication. Operation testing. INSTALLATION Each detector includes a patented reversible mounting plate. In one position, it easily attaches to a 3-1/4" (82.55 mm) octagonal box or 4" (101.60 mm) junction box. In reverse, the plate can be used for open wiring without a junction box. A 1/4" (6.35 mm) space between detector and mounting surface allows for wire connections. All mounting screws are concealed. The detector attaches simply to the mounting plate with a push and twist motion. No special tools are required. The mounting plate is molded of white self-extinguishing thermoplastic rated at 105'C. The plate is extremely strong, yet adapts to uneven mounting surfaces. @@I California State Fire Marshal 7270-0028:170 ML361 (except HD622) <8> S747 MEA 250-94-E ON3A8.AY (HD621, HD601, HD602) OF4A3.A Y (HD603, HD604) OF4A3.A Y (HD622, HD623) OF4A3.A Y (HD624) "c JJ~J\r ~ 1'--""'-- \........-/ - 4-9116" 1-3J8" 2-118" ~ 3.114" OR 4" OUTLET BOX \OR 4" SQUARE BOX o Cutror surface mounting. HD-600 MOUNTING 8.32" ~ round head SCREWS Q8101" JUNCTION BOX MOUNTING ~ 8.32" c~r- \MXJD SCREWS o CEILING SURFACE MOUNTING This document is not intended to be used for installation purposes. We try to keep our product information up-ta-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 ~ N OTI FI E II" 12 ClintonviJle Road, Northford. Connecticut 06472 150-9001 Engineering and Manufacturing Quality System Certified to International Standard ISO-9001 ~ Made in the U.S.A. DN-5075 - Page 1 of 2 HD-600 SERIES TESTING METHODS Models HD-601/HD-621 and HD-602/HD.622 can be tested by the application of quick heat from any convenient source. A portable hair dryer is recommended. However, do not apply heat that exceeds the fixed-temperature rating of the detector. Models HD-603/HD-623 and HD-604/HD-624 cannot be tested. However, the fusible alloy element is generally con- sidered so reliable that testing is not necessary. SPECIFICATIONS HD.601 & HD-621 HD-602 & HD-622 HD-603 & HD-623 HD-604 & HD-624 No marking. 0 Gray ring. (Q) Gray spot. 0) Black dot on white. ~ Model HD-601 (one circuit) Model HD-602 (one circuit) Model HD-603 (one circuit) Model HD-604 (one circuit) Modei HD-621 (dual circuit) Model HD-622 (dual circuit) Model HD-623 (dual circuit) Model HD-624 (dual circuit) Rate-of -rise and Rate-of -rise and Fixed-temperature only Fixed-temperature only fixed-temperature fixed-temperature 1350F (57 'C). 2000F (94OC). 1350F (5rC). 200'F (94OC). Application: normal Application: normal Application: unusually violent Application: unusually violent temperature fluctuations and temperature fluctuations and temperature fluctuations and temperature fluctuations and ceiling temperatures not ceiling temperatures ceiling temperatures not ceiling temperatures exceeding 100'F (38OC). exceeding 1000F (380C) but exceeding 100'F (38OC). exceeding 1000F (380C) but not 1500F (66'C). not 1500F (66OC). Maximum spacing allowance* Maximum spacing allowance* Maximum spacing allowance* Maximum spacing allowance* UL: 50 ft. x 50 ft. UL: 50 ft. x 50 ft. UL: 25 ft. x 25 ft. UL&FM: 15ft.x15ft. (15.24 x 15.24 meters). (15.24 x 15.24 meters). (7.62 x 7.62 meters). (4.572 x 4.572 meters). FM: 30 ft. x30 ft. FM: 30 ft. x 30 ft. FM: 20 ft. x 20 ft. (9.144 x 9.144 meters). (9.144 x9.144 meters). (6.096 x 6.096 meters). *Refer to NFPA for application requirements. SCREW TERMINALS Standard Single-Circuit Detector Dual-Circuit Detector Used to send two independent signals. Wire from alarm panel or previous detector. \~ Wire connected to next detector or end-of-line resistor. / . . Wire from alarm panel or previous detector. \.. . 1/ Wire connected to next detector or end-of-line resistor. Wire connected to next detector or end-of-Iine resistor. NOTE: All single-circuit models come with one (1) normally open dry contact. NOTE: All dual-circuit models come with two (2) normally open dry contacts. Page 2 of 2 - DN-5075 NOTES Application: Heat detectors should be used for property protection. Reliance should not be placed solely on heat de- tectors for life safety. When life safety is involved, smoke detectors MUST also be used. Detectors must NOT be painted. Battery backup: Heat detectors should be electronically supervised with battery backup at the panel. Rate-of-rise mechanism: The rate-of- rise mechanism may be subject to re- duced sensitivity over time. Annual test- ing of the rate-of-rise operation is recom- mended. ELECTRICAL RATINGS 6-125 Volts AC, 3.0 Amp. 6-28 Volts DC, 1.0 Amp. 125 Volts DC, 0.3 Amp. 250 Volts DC, 0.1 Amp. @}) N~!~y~!n~R@ June 4, 1997 1-400 6424 Projected Beam Smoke Detector Section: Conventional Initiating Devices GENERAL The System Sensor Model 6424 Beam Detector is ideal to meet the unique fire protection challenge of atriums and other open areas with high ceilings. The System Sensor Modei 6424 Beam Detector is de- signed for four-wire, 24 VDC applications. This stylish, two-component infrared detector consists of a separate transmitter and receiver. Together they can protect a linear distance from 30' to 330'. Multiple units spaced between 30 and 60 feet apart can be used to cover larger areas. if 95% or more of the beam is biocked, a trouble condition is signaled. This biockage must be removed before the unit can reset itself and return to normal. FEATURES Unique LED aiignment technique makes setup fast and easy. Four LEDs on the front of the receiver provide positive visual indication of maximum signal strength. No special meters or alignment tools are necessary. Receiver and transmitter can be powered separately or together. Detects a broad range of fires. Ceiling and wall mount brackets included. Calibrated test filters included. Form A (Alarm) and B (Trouble) contacts. Remote test station option. Made in USA. Three-year warranty. APPLICATIONS The System Sensor Model 6424 Beam Detector is par- ticularly well suited for use in atriums, ballrooms, churches, warehouses, museums, factories, and other large or high-ceiling areas where conventional smoke detectors cannot be easily installed. CONSTRUCTION & OPERATION The two-component System Sensor Model 6424 detector consists of a separate infrared transmitter and receiver. The units mount on opposite walls or on the ceiling across from each other and are designed to detect any smoke in a linear distance from 30' to 330'. Since both absorption and scattering of the beam's Infrared light is detected as a reduction in signal, the System Sensor Model 6424 works well on both smoldering and fast-flaming fires. @ @ I; California ~ State Fire ,~ Marshal " 7260-1209:141 S911 CS308 <8> OV6A1.AY MEA 427 -91-E The 6424 Projected Beam Smoke Detector System Sensor's unique LED alignment technique as- sures the fast and easy setup. No special meters or alignment tools are necessary. Four LEDs on the front of the receiver provide all the help needed to lock transmitter and receiver together for maximum signal strength and protection. A built-in automatic gain control compensates for the gradual deterioration of signal strength from dust accu- mulation, component aging and temperature fluctuations. The receiver and transmitter can be powered separately or together for maximum flexibility in installation. Sensitiv- ity selectable at 30% or 55% Total Obscuration. There is also a choice of test filters to allow convenient checking of detector sensitivity under varying conditions. Operating temperature range is -22'F to 131'F (-30'C to 55'C). For further information, see "Guide for Proper Use of Beam Smoke Detectors," document 156-506-00. PRODUCT LINE INFORMATION Model 6424 RT5451 RA400Z A77-716B Description PrOjected Beam Smoke Detector. Remote Test Station. Remote Annunciator. End-of-Line Relay, 24 VDC. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 ~ III OT. FI E R.. 12 Clintonville Road, Northford, Connecticut 06472 150-9001 ~ Engineering and Manufacturing Quality System Certified to International Standard 150-9001 Made in the U.S.A. DN.3314 - Page 1 of 4 SPECIFICATIONS Operational Range: 30' to 330' (length). Smoke detector spacing: On smooth ceilings, 60' be- tween projected beams and not more than one-half that spacing between a projected beam and a sidewall. Other spacing may be used depending on ceiling height, airflow characteristics, and response requirements. See NFPA 72 A-5-3.5.5.2. Sensitivity: 30%:t 5% total obscuration OR 55% :t 5% total obscuration. Fault condition (Trouble), 95% or more obscuration; automatic gain control limit; improper initial alignment. Test/Reset features: Obscuration filter; local reset switch; remote test and reset switch capability (compatible with RTS451 test station). Indicators: ALARM - Local red LED TROUBLE - Local amber LED NORMAL - Local flashing green LED Alignment aid: Integral signal strength indication (4 red LEOs). Relays: Alarm, Trouble. EOL relay is required to super- vise power. Environmental Temperature, -30'C to 55'C (-22'F to 131'F). Humidity: 95% RH non-condensing. Mechanical Dimensions: With no bracket, 2.5"H x 8.5"W x 7"D. With ceiling mount bracket, 5.5"H x 8.5"W x 7"0. With wall mount bracket, 5.5"H x 8.5"W x 10"0. Weight: Receiver, 1.5 lb. (663 g). Transmitter, 1.3 lb. (598 g). Mounting: Separate ceiling and wall brackets. Wiring, Plug with attached cable. Electrical (Receiver) Voltage, 20 to 32 VOC. Maximum ripple voltage' 30% of nominai (peak to peak). Current (24 VDC), Standby: 10.0 mA maximum. Alarm: 28.4 mA maximum. Trouble: 27.1 mA maximum. Start-up surge: 19.0 mA maximum. Relay contacts, 0.5 A at 30 V AC/DC. Reset lime: 0.6 seconds maximum. Start-up time: 1 minute maximum (after 5 minute reset). Power loss: Retain memory for 5 minute minimum. Electrical (Transmitter) Voltage: 18.8 to 32.0 VOC. Maximum ripple voltage: 30% of nominal (peak to peak). Current (24 VDC), 10.0 mA maximum. Page 2 of 4 - DN.3314 ENGINEERING SPECIFICATIONS The projected beam type smoke detector shall be a 4- wire 24 VOC device to be used with UL listed separately supplied four-wire control panels only. Unit shall be listed to UL 268 and shall consist of a separate transmit. tar and receiver capable of being powered separately or together. The detector shall operate in either a short range (30' - 100') or long range (100' - 330') mode. The temperature range of the beam shall be -22'F to 131 'F. The detector shall feature a bank of four alignment LEOs on both the receiver and transmitter that are used to ensure proper alignment of unit without special tools. Beam detector shall feature automatic gain control which will compensate for gradual signal deterioration from dirt accumulation on lenses. Unit shall include both ceiling and wall mounting brackets. Testing shall be carried out using calibrated test filters or magnet activated remote test station. WIRING DIAGRAMS POWER (+) WHITE.BROWN STRIPE ALARM SIGNAL TROUBLE SIGNAL WHITE.GREEN STRIPE I I ~N N I , POWER (.) AUX (.) ORANGE .J 6424 Remote Outputs ........ 6424 Remote Outputs ALARM WHlTE.BROWN STRIPE SIGNAL ORANGE 2 AUX(.) 4 YELLOW 3 RESET BLUE ~ TEST 6424 RTS451 REMOTE TEST STATION ........ Remote Test Station Connection WIRING DIAGRAMS, continued Class A Return Loop Initiating Loop Power to + Detectors U L Listed Panel WHITE- WHITE. WHITE. YEI.LOW RED YELLOW STRIPE SrRlPE STRIPE WHITE-BLACK WHITE.BLACK STRIPE GRAY STRIPE WHITE VIOLET WHITE RED-WHITE WHITE-VIOLET RED-WHIT STRIPE STRIPE STRIPE WHITE. RED STRIPE GRAY VIOLET WHITE-VIOLET STRIPE EOL Power Supervision Relay Module (shown enefgized) EOL Resistor Transmitter & Receiver Powered Together Class A Return Loop BLACK Receiver BROWN ORANGE GREEN 8LACK BROWN WHITE. WHITE. WHITE- WHITE. YELLOW RED VELLOW RED STRIPE SrRlPE STRIPE STRIPE WHITE.BLACK WHITE-BLACK STRIPE GRAV STRIPE OGRAY .. Initiating Loop WHITE VIOLEr WHITE VIOLET RED.WHITE WHlrE.VIOLET RED. WHIT WHITE.VIOLET + SrRIPE SrRlPE STRIP STRIPE Power to Detectors BLACK Receiver BROWN BLACK ReceIver BROWN ORANGE GREEN ORANGE GREEN UL Listed Panel Remote Power Source Receiver ORANGE GREEN BLUE GREEN BLUE GREEN Transmitter Transmitter --------, EOL Power Supervision Relay Module (shown enefgized) RED Optional Temporary Wiring tor Transmitter Alignment Aid RED BLACK BLACK GREEN WHITE GREEN BLUE BROWN BLUE Transmitter Transmitter Power Inputs 10 Transmitter are Nonpolar Transmitter & Receiver Powered Separately DN-3314 - Page 3 of 4 MOUNTING DIAGRAMS HORIZONTAL ADJUSTMENT SCREW (#10-24 x 1-3/8") METAL WASHER ~ / PLASTIC WASHER "'-@d't MOUNTING HOLE HORIZONTAL ADJUSTMENT SCREW (#10-24 x 2.1/4") METAL WASHER ~~ PLASTIC WASHER ~ CEILING MOUNTING -~a" BRACKET ,.., VERTICAL ADJUSTMENT SCREWS (2) MOUNTING HOLES MOUNTING HUB WALL MOUNTING BRACKET ftU" BRACKET 'U" BRACKET o , CABLE EGRESS HOLE PLUG Used to plug unused hole. '" BEAM LENS , , , HOLE PLUG ) VERTICAL ADJUSTMENT SCREWS (2) CABLE EGRESS HOLE PLUG Used 10 plug unused hole. ALIGNMENT ADJUST POTENTIOMETER (RECEIVER ONLY) '" BEAM LENS , , , )- ALIGNMENT ADJUST POTENTIOMETER (RECEIVER QNL Y) HOLE PLUG ....... Wall Mounting ....... Ceiling Mounting REAR VIEWS SHOWING SWITCHES AND CABLES ACCESS DOOR Q[il! ALIGNMENT MODE SWITCH Shown in Normal Mode position. ~ Rear View, Receiver HOLE PLUG SENSITIVITY SELECT SWITCH Shown in 35% position. 16 CONDUCTOR CABLE Can egress either side. CONNECTOR Q[il! Rear View, Transmitter ~ ALIGNMENT MODE SWITCH Shown in Align Mode position. CONNECTOR RANGE SELECT SWITCH Shown in Long Range position. 6 CONDUCTOR CABLE CABLE EXIT PLUG Page 4 of 4 - DN-3314 UJheelock ....,.11111111 II I @ INC. FIRE AL.a.RM SYSTEMS SERIES RS STROBES AND'SERIES ~~.~~No.$YNClSYNC'STR08ES -'\ ! Description Wheelock's petented Series RS Strobes and Series RSS Non- Sync/Sync Strobes have Lower Current Draw and the Series RSS has ZERO Inruah while maintaining their outstanding performance, reliability and cost-effectiveness in meeting or exceeding the latest requirements of NFPA 72 (National Fire Alarm COde-1996), ANSI 117.1 (American National Standard for Accessible and Usable Building and Facilities), and UL Standard 1971 (Signaling devices for the Hearing Impaired). RS/RSS Strobe Appliances, when property specified and Installed In accordance with NFPAlANSI Standards, can provide the Equivalent Facilitation allowed under ADA Accessibility Guidelines (ADAAG General Section 2.2) by meeting or exceeding the illumination which results from ADA's strobe intensity guidelines, of 75 candela at 50 feel This is an illumination of 0.030 lumens per square foot. Wheelock's Sertes RS Strobes are available with 15 and 15n5 candela intensities for Wall mount only and non-sync applications. The Series RSS Strobes Include Non-Sync and Sync in ONE appilance. The SM or DSM. Sync M.odule must be used to achieve Sychronization of the strobe. Synchronized strobes can eliminate pOSSible restrtctlons on the number of strobes in the field of view. Wheelock's synchronized strobes offer an eaay way to comply with ADA recommendation a concerning photosensitive epilepsy. The strobe options for the Series RSS are 15, 15n5, 30, 75 and 110 candala intensities for Wall mount and 15, 30, 75 and 100 candela intensities for Ceiling mount applications. All strobes use a Xenon flashtube enclosed in a rugged Lexa~ lens to provide maximum reliability for effective visual signaling. Wheelock's Series RSIRSS Strobes employ an integral Strobe IIounting Plate (patent pending) that makes it easy to mount to a vartety of beckboxes. The strobes can be mounted to single- gang. double-gang. 4' square, 100 mm curopean backboxes or the SHBB surface backbox.1f lhe.f1uah beckbox has side or top space between It and the finished wall, the NEW NATP (Nollftcatlon Appliance TrIm Plate) may be used. It provides an additional .65" of trim for the appilance. An attractive cover plate is provided for a clean, finished appearance on all models. () WM3T Since the inceptlon of UL 1971 __ cannot be Usted for outdoor use, Wheelock offers WM3T strobes for outdoor Installations requiring weatherproof appilances and private mode operation where UL 1971 strobes are not required. They are UL 1638 Listed at 11700 and are designed for surface mounting Indoors or outdoors. 'NOT TO BE USED AS AN INOOOR VISUAL EVACUATION SIGNAL OR FOR THE HEARING IMPAIRED.' ONLY 88 MILLIAMPS 20-31 VDC WM3T - Ul1131 USTBI Copyright 1998 Wheelock, Inc. All rights reserved. ~ ~ A Series RSIRSS SlraIIe Moslliag PlaIt Serin RS/RSS Wa.. eo..r Plats FIR c: ~ _ _~t'" ." L:..' .?-= .,,,-~ f' I !-It:. MATP wall Strobe Features Series RSlRSS Strobes: . Approvals Include: Underwriters Laboratories UL 1971, FCC Part 15, European Community (CE), New York City (MEA), California State Fire Marshal (CSFM), and Factory Mutual (FM). Pending: Chicago (BFP). . ADAlNFPAlANSI compliant. Meels OSHA 29, Part 1910.165. , LOW CURRENT. . Strobe Mounting Plate (patent pending) for single gang, double gang, 4' square, or 100 mm European backboxes. Wheelock's SHBB shallow backbox Is used for surface mounting. , Low current draw with temperature compensation to reduce power consumption and wiring costs. , Polartzed 12 and 24 VDC models with wide listed voltage ranges using filtered DC or unfiltered VRMS input voltage. . Fast Installation with IN/OUT screw terminals using #12 to #18 AWG wires. Series RS: . 24 Volt only. . Wall mount only. . Available only in 15 and 15175 candela Intensity. , Non-Sync application only. Series RSS Strobes: . Both Non-Sync and Synchronized in ONE appliance. To achieve Synchronization a SM or DSM Sync Module must be used. , ZERO INRUSH. , 12 or 24 volt models. . Wall mount (RSS) available in 15, 15n5, 30, 75 and 110 candela Intensity. . 15175 candela low current draw wall mounted strobes are listed at 15 candela under UL 1971 and meet 75 candela Intensity on axis for ADA guidelines. . Ceiling mount (RSS) available in 15, 30, 75 and 100 candela Intensity. . Refer to Spec Sh.'!et#S1100 for Series RSSP relroflt plates. ._ .... . : '. -"' .>. .".. ,_'irI'.'~'" .........._tJoof'~~ '~.__",:,,:,~~,~~_:,,~".:;"'_ .......-,.-....."~ ....._--.r:....~'''"'7_~....: __ n - iiOTE; AU W\UiiGii; iiiiii-~--'" ~..;;y Q,;...."E...... ~:.:~w;.-=:;;= ~"1:.=-;:;'1:::==- :, "-'''I;<f1' ... wARlIlIlG: PWSE IlEAD THESE SPECIFICA1IOIIS AIID ASSOCIATEIlIllmLLA1lOllIllS1llllClllll CAIlEfUUY BEFORE USl/l8. SI'ECIF'IIllB OR M'l'LY1Il8 THIS PROIIIICT. FALORE TO COMPLY WITH AllY Of THESE INSTRutTlONS. CAlITIOIlS A/lO WAlUllllllS COULD RESUU IN IIIPllOPEII APPUCATlON. INSTALlAlION AllDIOR OPERAnoN Of THESE PROOUCTS IN All EMERGENCY SlTUAnoN. WIIICK COUlD RESULT IN PROPERTY 1lAIIAGE. AIIO SERIOUlIIUUIIY llll DfAl!! TO YOU A.!IDIOR !JTI!E!IS. I , General Notes: . Strobes ani designed to flash at 1 flash per second minimum from 20-31 VDC (for 24 VDC models) or 10.5-15.6 VDC (for 12 VDC models). Note that NFPA-72 (1996) specifies a flash rate of 1 to 2 flashes per second and ADA Guidelines specify a flash rate of 1 to 3 flashes per second. . All candela ratings represent minimum effective Strobe Intensity based on UL 1971. . . Serles ASlRSS Strobe products are Usted under UL 1971 for indoor use with a temperature range of 32. F to 120. F (0. C to 49" C) and maximum humidItY of 8S%. . TheWM3Tstrobe Is Usted under UL 1638 for outdoor use with a temperature range of -31.F to lS0.F (-3S.C to 66.C) maximum humidity of 95%. Spedfications...ancLOrdering Infnrnmtion ~ SMSjIIo_Is'_ lor 3.O_a1 12 or 24 V1lC: OSM Sync _Is_fur 3.O_por_11Iomulmumnllll1berofhll\n_._0SM_1s~ (20). <_ to DIIla SheoI 53000 or insl3I1atIon 1_" (P83123 fur 8M and P83177 for OSM).) Use wiIh SIrles RSS "",_ for synchro- . 0 SorIos RS-W;II. RSS-WaII and RSS-CetIlntIart available In _ Red or _. - ...- CUIblmIr _ furonllr.- (n not_ abcMl) and doIMry- Model cocIosullllcW owal orC.CIiItno; F.lIrIlolterIna oreal CUslDmIrSoMoonofhorlolterlna Is roquIred (E><: ~~ Ralend.redpiatl;Walond._pIa1o; EJcamplr. RS&-2415W-FR _ RSS-2415W-FW_ W..# ~ w..# ....,.. .. . AnngI" IIpIl CamaI 0nIIr Vollage StroIII (AMPS) .-... -,........ eo.. lVDC) CamIlli @ 24 vue OpIIDIII... WALL MOllllT STROBES - SERIES RS/RSS RS-2415W-fR 7465 24 15 .050 B,D,E.F.G.H,J.N.D,R,x R5-241575W-fR 7466 24 15175 .065 B.D.E,F,G,H,J,N,O.R,X R5S-2415WfR 7470 24 15 .050 B.D.E.F.G,H,J.N.D,R,X RSS-2415J'5WfR 7471 24 15175 .065 B,D,E.F.G,H,J.N.O,R,x Rss.243OW-fR . 7472 24 30 .081 B.D.E.F.G.H,J,N,D,R,x R5S-2415W-FR 7473 24 75 .133 B,D,E.F.G,H,J,N.O.R,x R5S-24110W.fR . 7474 24 110 .161 B'o.E.F.G.H,J,N.D,R,X RS8-2415W-fW . 77U 24 15 .050 B.D,E,f,G,H,J,N.D.R,x R5S-241575WfW 77118 24 15175 .065 B'o.E.F.G,H,J.N.O,R,X R5S-243OW-fW n89 24 30 .081 B.D,E.F,G.H,J.N.D.R,x RSS-2475W-fW 77!lO 24 75 .133 B.o.EF.G.H,J,N.O,R,X R5S-2411DW-fW 7791 24 110 .161 B.D.EF,G.H,J,N.O.R,X RS&-1215WfR 7475 12 15 .126 . B,D,E.F.G,H,J.N,O.R,X R5S-1215J'5WfR 7476 12 15/75 .161 B.D,E.F.G,H,J,N.D.R,X R5S-1215W-fW 74fi1 12 15 .126 B,D.E.F.G,H,J,N,O,R,X R5S-121575WfW 7468 12 15/75 .161 B,D.E.F.G,H,J,N.D.R,x CEJIJIl8 MOUIIT STROBES - sauES RSS RSS-2415C-fW 7482 24 15 .067 B.D.E.F.G,H,J,N,x R5S-243l1C-FW 7413 24 30 .102 B.D,E,f,G,H,J,N,x R5S-2475C-FW 7414 24 75 .204 B,O,E.F.G,H,J,N,x R5S-241011C-FW 7415 24 100 238 B,D.E.F.G,H,J N,x Anrop. IIIpIl CUnonl - VollllItI SlnIH (AMPS) MlIIlIIing Modolllumlllr' ClHII (VUC) Co_ . 24 VDC o,uonsu. SYNC MODULE SM-l2124-R 6369 12 .014 E.N 24 - .025 E,N DSM-l2124-R 6374 12 - .020 W 24 .031 W .OAiEiWlE CTlRREllT SBUES RSS WoW. _ NPI.IAIICEi (24V) VoIloQl RSs-2415W RS5-241575W RSs-243OW RSS-2475W 1lSS-2411OW 20VDC 0.060 0.0111 0.1195 0.157 0.199 24VDC 0.050 0.065 0.061 0.133 0.161 31VDC 0.043 0.062 0.1166 0.106 0.131 "A_E ClIIIREIfI" HIS WoW. _ M'I'IJAI4CB (12V) VoIIIge RSS-l215W RS5-121575W 10.5VOl 0.148 0.189 12VDC 0.126 0.161 15.6VOl 0.102 0.130 "A_ CURREIlTHIS __(2rI) VoIIogI RSS-2415C RS5-2~ RSs-2475C RSS-2410llC 20VDC 0.Q78 0.120 0.247 0.21l5 24VOC 0.067 0.102 D.204 0.238 31VDC 0.055 0.085 0.157 0.190 ) SPECIAL II01E: 12 VOLT WALL IIOOELS 1JlSS.1215W A/lO 1lSS-121575Wl Wft.L BE AVAIlAIILE JAIllIAIlY. 1-' FOR APPLlCA110NS REOUIRIllG THESE API'LIAIICES PRIOR TO 1lIlS DAlE. R&ER TO DATA SHEET IS040I OR CALL CUSTOMER SERVICE FOR ASSISTA/ICE. RSS2~___ CoiInI ~ .. Avoraaocumntpor___Tos1Ing01D.S, 12, 15.1l. 20, 24 and 31 VDC.For__andpooll_......thoULUstlCholllgl_lorbolll_OCand .......... _ (fWR~ III tho __.... (P83500 for wall mount and P83501 for ceiling mount). ... _to__S78IIlI..-........ 117 cd mOlE INOOOR OR OUTDOOR (must un WBS baIlor outdoor) IlIput Strobe Awnge Order v=e Current Modelllamber Cade Candela (AMPS) MountIng Options WM3T-24-VFR 4911 24 117 .088 J,K -= WIISr-24-'IFR - UL 1638 only. ReforlO -.. _no (P82037). ('J '-- 5!.~!ES RS ::::! ~.:~ :iSS u:.m;:; Hf~tMf:lCE CU:;::E .Modll' ooModl1 . Wall Cllllng Non- ~'nf Strobl Color Color Modll Number Moulll MoUllt Sync S or OSM Caftdlla 24 VDC 12 VDC RED WHITE R5-2415W-FR X X 15 X X R5-241575W,fR X X 15/75 X X RSS-2415W-fR X . - X X 15 X X R5S-241575W-FR X X X 15/75 X X R5S-243llW-fR X X X 30 X X R5S-2475W-FR X X X 75 X X R5S-2411OW-fR X X X 110 X. X RSS-1215W-FR X X X 15 X X RS5-121575W-fR X X X 15/75 X X RSS-2415C-FW X X X 15 X X R5S-243OC-FW X X X 30 X X RSS-2475C-FW X X X 75 X X RSS-241 DO-fW X X X 100 X X --', I . Model' Color Is Rod, can be..-In _. see ~s & Onlering 1_ forwhitl onler cods. .. _, Color is WI1i11, can be ._In Red, call Customer SerIice for onlIr cocIt & 0eIIvsry. A WARNING: CONrACT WllEELOClt FOR THE CURRENT "INSTAllATION INSTRUCTIONS" (PI35IO FOR WALL MOUNT AND PI3501 FOR CEILING MOUNT) AND "GEIlEIIAI.lNFOllMAnON" SHEET 1P823801 ON THESE PRDDUCTS. THESf DOClIMEIfTS 00 UUIIBIGO PERIDDIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT 1NF01IIUl10N ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORTANT INFORMATION THAT SHOUlD BE READ PRIOR TO SPECIfYING OR 1NSTAWN8 THESE PRODUCTS, INClUDING: . TDTAI. CURRENT REQUIRED BY ALL APPUAIICES CONllECTED TO SYSTEM SECONDARY POWER SOURCES. . FUSE RAnllGS ON NOTIFlCAnON APPlIANCE CIRCUITS TO HANDLE PEAl CURRENTS FROM AU APPUANCES ON THOSE CIRCUITS. . COMPOSITE FlASH RATE FROM MULnPLE STROBES WITHIN A PERSON'S FIElD OF VIEW. . THE VOlTAGE APPUED TO THESE PRODUCTS MUST BE WITIIIN THBR RATED INPUT VOLTAGE RANGE. . lNSTAUAllON Of 110 CAIIDEIA STROBE PRODUCTS III st.EEP1llG AREAS. . INSTALlATlON IN OfFICE AREAS AND OTHER SPECIFlCAnON AND INSTAllAnON ISSUES. . USE STROBES OILY ON CIRCUITS WITH CONTIIIUlJUSlY APPliED OPERATING VOLTAGE. 00 NOT USE STROBE ON COOED OR INTERRUPTED CIRCUITS IN WHICH THE APPUED VOI.TAGE IS CYClED ON AND Off AS na: STROBE MAY NOT FLASH. . FAILURE TO COMPLY WITH THE INSTALLAnON INSTRUCTIONS OR GEIIERAL INFORMATIOII SHEETS COULD RESULT IN IMPROPER INSTAllATION, APPLICAnON, ANO/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS IIUURY OR DEATH TO YOU AIIlliOR OT1IERS. 'j . CONDUCTOR SIZE (AWGI, LEHGTH AND CAPACITY SHOULD BE TAKEN INTO CONSlllERAT10N PRIOR TO DESIGN ANO INSTALLAnON OF THESE PRODUCTS, PAllTlC\JLARLY IN RETROFIT INSTALLAnONS. (j Wiring Diagrams (For All Models) RSS APPLIANCE NOIl-SYNCHRONIZED RSS AI'PUAIlCE SYNCHRONIZED WITH 8M MOOUlE SINGlE CLASS -8- MAC CIRCUIT WITH AUDIlIU SIlEIlCE FEA11JlIE FROM PRECEDING Al'I'I.lANCE DR FACP { h } 11lNEXfAl'l'l.lAllCE 00_ RESISIOR (EllUl) RSS APPLIANCES SYIlCHRONIZED WITH OSM MODULE DUAL CLASS "A" NAC CIRCUIT WI1H NO AUDIBLE SILENCE FEATURE OSM ...... . ......- RSSAPPUANCE SYIlCHROIUZEII WITH MlII.TIPlE DSM MODUlE F A C P - - ...-. --. .w. ==- .our2 - _________1Ilt For detail uslng 8M 01 OSM Sync Module relorlo 0aIa Shoot S3000 Dr inslaIlaIIon insIructIons (P83123 for SM and P83177for DSM). . VaIuo_ illFACP NACCln:llit(s). Wheelock producls must be usod within their published speclfk:ations and must be PRDPERLY spociIIod, "IlIlllod, inslaIlod, operated, maInlalned and ooomlonally toslod In accordance with their InstaJIalIon instructions allbe time oIlnsta1laUon and alloasl twfco a year or more oIl8n and In accordanco with local, stale antllodoraJ codes, reguJaUons and laws. SpecllicaUon, application, Installation, operation. malntonanco and tosUng must be porfonntd by quallflod personnel for _ oporaUon In acconlanco with all of 1IIelatost National Fire Protection Association (NFPAI, Undorwrilllrs' LaboIalofies (UL), Nallonal EIoWlcaI Code (NECI, OCQJpallonal SaIoIy and Health AdminlslraUon (OSHA), local. stale, county, province, district, lodoral and Dlhor appUcabIo bulldlllQ. ana and n fire SIandards, guldoUnes, regulations. laws and codes including, but nolllmllod 10, all appendices and amendments and 1IIe requirements oIlho local authority havIlIg jurisdlclion (AHJ). Architects and Engineers Specifications . _. .0 '.' .... l"tle visual notification appliances shall be Wheelock Series RSor RSS Strobe Appliances, or approved 'equals_ Series RSIRSS sh8l1'meei and be Usied under UL Standard 1971 (Emergency Devices for the Hearing impaired for indoor fire protectlon sentee). The strobes shall be listed for Indoor usa only. All strobes shall be cartifled to meet FCC Part 15 Class B. The strobe appliances .~) shall produce a flash rate of one (1) flash per second minimum over the Usted Voltage range of 20 to 31 VDC for 24 volt models and 10.5 to 15.6 VDC for 12 volt models. All Inputs shall be polarized for compatibility with standard reverse polarity supenlslon of circuit wiring by a Are Alarm Control Panel (FACP). All visual appliances shall Incorporate a Xenon f1ashtube enclosed In a rugged Lexan lens. The Series RS and RSS Strobes shall be the Low Current Design and the RSS shall have Zero Inrush. The strobe intensity shall be rated per UL 1971 for 15, 15/75, 30, 75, and 110 candela for wall mount and 15, 3D, 75 and 100 cendela for ceiling mount applications for the Series RSS and 15 and 15/75 candela wall mount for Series RS public mode installations. The 15/75 candela strobe shall be specified when 15 candllla UL 1971.llstlng with 75 candela Intensity on-axis Is required (lI.g., ADA compllanclI). Series RSS appliances shall Incorporate c1n:uitry for synchronized strobe "ash and shall be designed for compatibility with Wheelock Series SM and DSM Sync Modules. The strobes shall not drift out of synchronization at any Ume during operaUon. If the sync module falls to operate (i.II., contacts remain closed), the strobes shall revert to a non-synchronized flash rate. The visual appliances shall be designed for indoor surface or flush mounting. Series RS and RSS modals shall employ a patllnt pending Strobe Mounting Plata that shall allow mounting to single-gang, double-gang, 4 inch square, 100mm European type backboxes, or the SHBB Surface Backbox. If required an NATP (Notification Appliance Trim Plate) shall be provided. An attaching cover plate shall be provided to give the appliance an attractive appearance. The aesthetic appearance shall not have any mounting holes or screw heads visible when the installation is completed. For outdoor InstallaUons, the strobe appliance shall be the Wheelock WM3T. The WM3T shall meet and be Usted under UL1638 (Private Mode Emergency and Utility Signaling). .NOT TO BE USED AS AN INDOOR VISUAL EVACUATION SIGNAL OR FOR THE HEARING IMPAIRED." The WM3T shall be mounted to a weather resistant backbox: either the Wheelock WBB box or approved equal when mounted outdoors. The WM3T strobes shall produce a flash rate of one (1) flash per second minimum over the Usted Voltage range of 20-31 VDC for 24 volt models. The strobe Intensity shall be rated at 117 candela. Duo to contlnuous development of our produds, specifications and offerings are subject to cI1ango wl1hout notk:o In accordance _ Wheelock, Inc. standanllBrms and condlllons. \ ) 3 YEAR WARRANTY Distributed By: NATIONAL SAI ES OFFICE 1-800-831.2148 c.nacla ~7.s777 E1ftIIIh h~_locldnc.com ... ..",.,. ~ .,'.' ...http://www.wheelocklnc.com ..;'_.-:,..'l... ( t81A) MEMBER f:.:<\ ... ) .,.-, '. . WHEELOCK, INC.. 173 BRANCHPORT AVENUE. LONG BRANCH, N.J. 07740.732.222-6880. FAX: 732.222-8707 S0410 REV. 3198 wheeJock .....11111111 II ~ (i) INC. FIRE ALARM SYSTEMS Description Wheelock has enhanced the Series E Low Profile Speakers and Speaker Strobes designed for high efficiency sound output, dual voltage (25/70 volt) capability, with field selectable taps from 1/8 to 2 walls. In addition to the low profile design which results in more space in standard electrical backboxes, the Series E Speakers and Speaker Strobes now incorporate a new speaker mounting plate for faster and easier installation with a built-In level adjustment feature along with the new aesthetic two (2) screw grille cover. The Series E Speaker Strobe models now incorporate the New Low Current, Zero Inrush, Series RSS Non-Sync/Sync Strobes (synchronization of the strobe flash is achieved when used with Wheelock's SM or DSM Module). The strobe is part of the speaker mounting plafe and the grille cover mounts easily and securely around the strobe with just two (2) screws. Series E Speakers provide high audio output with clear audibility and are designed to meet the critical needs of the life safety industry for effective emergency voice communications, tone signaling and visible signaling to alert the hearing impaired. All inputs (audio and strobe) are supervised, and they employ IN/OUT wiring terminals for fast installation using #12 to #18 AWG wiring. Series E Speakers and Speaker Strobes maximize wire size and number of conductor capacity In standard electrical backboxes. Series E Speaker Strobes are designed for maximum performance, reliability and cost-effectiveness while meeting or exceeding the latest requirements of NFPA 72 (National Fire Alarm Code), ANSI 117.1 (American National Standard of Accessible and Usable Buildings and Facilities) and UL Standard 1971 (Standard for Signaling Devices for the Hearing Impaired). Series E Speaker Strobes, when properly specified and installed in accordance with NFPA/ANSI Standards, can provide the Equivalent Facilitation allowed under ADA Accessibility Guidelines (ADAAG General Section 2.2) by meeting or exceeding the illumination which results from the ADA specified strobe intensity of 75 candela at 50 feet. This is an illumination of 0.030 lumens per square foot. Series E Speaker Strobes are UL Listed for indoor use. ceiling and wall mount, under Standard 1971 (Signaling Devices for the Hearing Impaired) and Standard 1480 (Speaker Appliances), and use a Xenon f1ashtube with solid state circuitry enclosed in a rugged Lexan" lens to provide maximum reliability for eflective visual signaling. Features . Approvals include: Underwriters Laboratories UL Standard 1971 and UL Standard 1480, FCC Part 15; Pending: European Community (CE), California State Fire Marshal (CSFM), New York City (MEA) and Chicago (BFP) on all models. . Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. Meets OSHA 29 Part 1910.165. Copyright 1997 Wheelock, Inc. All rights reserved. 00 S S SERIES E SPEAKERS & SPEAKER STROBES SERIES E70 speaker strobe SERIES EgO speaker strobe SERIES E70 speaker strobe mounting plate SERIES EgO speaker strobe mounting plate SERIES E70 speaker strobe cover plate SERIES Ego speaker strobe cove' plate SERIES E70 speaker SERIES EgO speaker . Low Profile Speaker. . NEW Speaker Mounting Plate. . All strobe inputs may be supervised with standard reverse polarity supervision from a Fire Alarm Control Panel. . High efficiency design for maximum output at minimum wallage across a frequency range of 400 to 4000 HZ. . Field Selectable taps for 25 or 70 VRMS operation from 1/8 wall up to 2 walls. . Choice of wall (E70) or ceiling (E90) mountings in both Speaker and Speaker Strobe models. . Series E Speaker Strobe models are available with the NEW Series RSS Non-Sync/Sync Strobes in 15, 15/75, 30, 75 and 110 candela for wall mount and 15, 30, 75 and 100 candela for ceiling mount. When used in conjunction with Wheelock's SM or DSM Sync Modules, these strobes produce a synchronized flash for compliance with ADA guidelines concerning photosensitive epilepsy. . The 15/75 candela wall mounted strobes are listed at 15 candela under UL Standard 1971 and meet 75 candela intensity on axis for ADA guidelines, with low current draw. . The NEW Speaker Mounting Plate provides faster, easier installation with special slots for ease in Leveling Speaker and Speaker Strobe Models. NOTE: All CAUTIONS and WARNINGS arl idlnlllild by Ihl symbol A. All warnings arl prinlld In bold capltall.Ulrs. A WARNING: PLEASE READ THESE SPECIFICATIONS AND THE MOST CURRENT INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING. SPECIFYING OR APPLYING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF TltESE INSTRUCTIONS. CAUTIONS AND WARNINGS COULD RESULT IN IMPROPER APPLICATION. INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION. WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJU~Y OR DEATH TO YOU AND/OR OTHERS. General Notes: o Strobes are designed to flash at 1 flash per second minimum from 20-31VDC. Note that NFPA-72 (1996) specifies a flash rate of 1 to 2 flashes per second and ADA guidelines specify a flash rate of 1 to 3 flashes per second. o All candeia ratings represent minimum effective strobe intensity based on UL 1971. o Series E Speakers and Speaker Strobes are Listed for indoor use with a temperature range of 320 F to 1200 F (00 C to 490 C) and maximum humidity of 85%. Specifications and Ordering Information WALL OR CEILING MOUNT SPEAKERS Strobe Speaker dBA Average at 10 Feet Order Strobe Current @ (Rated Watts)' Mounting Model Number Code Candela 24 VOco 118 1/4 112 1 2 Options" E E70.R 7866 - - 78.1 80.8 83.8 86.0 88.8 E,L,O,P,O,V,Y,Z Speakers E90-W 7869 - - 78.1 80.8 83.8 86.0 88.8 E.L,O.p.a.v.y.z E70-2415W-FR 7870 . 15 .050 77.5 80.4 83.2 85.7 87.8 E.L.o.p.a.v.y,Z E E70-241575W-FR 7871 15/75 .065 77.5 80.4 83.2 85.7 87.8 E.L,O.p.a.v.y.z Wall E70-2430W-FR 7872 30 .081 77.5 80.4 83.2 85.7 87.8 E.L.O,p,a.v.y,Z Strobe Speaker E70-2475W-FR 7873 75 .133 77.5 80.4 83.2 85.7 87.8 E.L.O.p.a.v.y,Z E70-24110W-FR 7874 110 .161 77.5 80.4 83.2 85.7 87.8 E.L,O.p,a.v,Y.z WALL MOUNT STROBE SPEAKERS E E90-2415C-FW 7884 15 .067 77.5 80.4 83.2 85.7 87.8 E,L,N,a.V.Y Ceiling E90-2430C-FW 7885 30 .102 77.5 80.4 83.2 85.7 87.8 E.L.N,a,V,Y Strobe E90-2475C-FW 7886 75 .204 77.5 80.4 83.2 85.7 87.8 E,L,N.a.V.Y Speaker E90-24100C-FW 7887 100 .238 77.5 80.4 83.2 85.7 87.8 E.L.N.a.V,Y CEILING MOUNT STROBE SPEAKERS Input Voltage Average Mounting (VOC) Current Options" SYNC MODULES..' . Average current per actual Wheelock Production Testing @24 VOC nominal. For rated average, peak and inrush current across the listed voltage range for both filtered DC and unfiltered VRMS, see the installation instructions P83567 .... Reier 10 Data Sheet '87100 tor mounting options or cutrent catalog tor more Information. ......... 8M Sync Module is rated for 3.0 amperes at 12/24 VDC; DSM Sync Module is rated for 3.0 amperes per circuit. The maximum number of intereonnected DSM modules is twenty. Refer to Installation Instruction (P83123 for SM or P83177 for OSM). # dBA ratings are based on Ul testing under Standard Ul1480. NOTES 1. E70 Speakers and Speaker Strobes can be ordered in White. EgO Speakers and Speaker Strobes can be ordered in REd. Please contact customer service for order code and availability. 2. All Series E models have field selectable taps for 1/8, 1/4, 112, 1 or 2 watt operation. 3. Model Code suffix: W = Wall or C = Ceiling, F = Fire lettering or call customer service if other lettering IS required (Ex: Feugo). R at end = red. W at end = white, Example: E70-, E70'2415/-r\ E90-2415r-~ Red Wall ed Ce~ng Fire White Fire Series E Quick Reference Guide Strobe 'Model t "Model * Wall Ceiling Non- Strobe Strobe Color Color Model No. Mount Mount Sync Sync Candela RED WHITE E70-R X X - - - X E90-W X X - - - X E70-2415W-FR X - X X 15 X E70-241575W-FR X - X X 15/75 X E70-2430W-FR X - X X 30 X E70-2475W-FR X - X X 75 X E70-24110W-FR X - X X 110 X ET90-2415C-FW X X X 115 X ET90-2430C-FW - X X X 30 X ET90-2475C-FW - X X X 75 X ET90-24100C-FW - X X X 100 X * Model # Color is Red, can be ordered in White. Call Customer Service for order code & delivery. ** Model # Color is White, can be ordered in Red. Call Customer Service for order code & delivery. A WARNING: CONTACT WHEELOCK FOR THE CURRENT "INSTALLATION INSTRUCTIONS" AND "GENERAL INFORMATION" SHEET (P823eDI ON THESE PRODUCTS. THESE DOCUMENTS DO UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING DR INSTALLING THESE PRODUCTS. INCLUDING: . TOTAL CURRENT REOUIRED BY ALL APPLIANCES CONNECTED TO SYSTEMS PRIMARY AND SECONDARY POWER SOURCES. . FUSE RATINGS ON NAC CIRCUITS TO HANDLE MAXIMUM INRUSH OR PEAK CURRENTS FROM ALL APPLIANCES ON THOSE CIRCUITS. . COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. . THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR RATED INPUT VOLTAGE RANGE. . INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS. . INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES. . USE STROBES ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE. DO NOT USE STROBE ON CODED DR INTERRUPTED CIRCUITS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF AS THE STROBE MAY NOT FLASH. . FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS DR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION. APPLICATION, AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. . CONDUCTOR SIZE (AWGI. LENGTH AND CAPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS. Wiring Diagrams (For All Models) E SPEAKER AND STROBE OPERATE INDEPENDENTLY (NON SYNC OR SYNC) ~rc'EDING ( $PEAKEROR FIRE ALARM CONTflOl PANEL (fACP) j TO NEXT SPEAKHl OR END-OF-LINERESISTOR (EOLR) "OM PIlEC'tDING STROlIt:,S'fflC MODULfOR FACP {~~~~=== II II rrrn~ STROBE (OPTIONAL) - OJ TONEXTSTROIli _ OREOLR E STROBE APPLIANCES SYNCHRONIZED WITH DSM MODULE DUAL CLASS "A" CIRCUIT WITH NO AUDIBLE SILENCE FEATURE DSM e SYNC + QSYNC- F A C P _NJDU9LE MINUS 2 +IN2 AliDIBl.ENN.: +OUT2 CIRCUlTFlETURN E STROBE APPLIANCE SYNCHRONIZED WITH MULTIPLE OSM MODULES "" DSMI1 AUDIBLE. NAC CIA. ~ ~ - 'lY = = STROBE NAC CIR. - ~: SYNC ~ UDlBLENJ t1S1ol12 = = ClR = VY STROBE N~ CIA. ~: SYNC ,..n = -@ fil\ UDlBLENI CIR. 'lY = STROBE NA CIA. L- ~: SYNC <Xl = Series E Speaker Strobes INTERCONNECTING WIRING SHOWN. MAXIMUM OF TWENTY (20) <Xl = Series E Speaker Strobes For detail using SM or OSM Sync Module refer to Data Sheet S3000 or installation instructions (P83123 for SM and P83177 for OSM). WheBlock products must be used within their published specifications and must be PROPERLY spBcified. applied. installed, operated, maintained and operationally tested in accordance with their installation instructions at the time of installation and at least twice a year or more often and in accordance with local, state and federal codes, regulations and laws. Specification, applicatiOn, installation, operation, maintenance and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association (NFPA), Underwriters. Laboratories (UL). National Eiectrical Code (NEC), Occupational Safety and Health Administration (OSHA), local, state, county, province, district, federal and other applicable building and fire standards, guidelines, regulations, laws and codes including, but not limited to, all appendices and amendments and the requirements of the local authority having jurisdication (AHJ). . Architects and Engineers Specifications The speaker appliances shall be Wheelock Series E Speakers and Speaker Strobes or equivalent. The speakers shall be UL Listed under Standard 1480 for Fire Protective Service; speaker appliances equipped with strobes shall additionally be listed under UL Standard 1971, Signaling Devices for the Hearing Impaired. All speakers shall be designed for a field selectable input of either 25 or 70 VRMS, with selectable power taps from 1/8 watt to 2 watts. All models shall have a listed sound output of up to 88.8 dBA at 10 feet, and a listed frequency response of 400 to 4000 Hz. The speaker shall Incorporate sealed back construction. Strobe inputs shall be polarized for compatibility with standard reverse polarity supervision of circuit wiring from a Fire Alarm Control Panel (FACP). All inputs shall employ terminals that accept #12 to #18 AWG wire size. Combination speaker strobe appliances shall incorporate the Wheelock Series RSS Non-Sync/Sync circuitry and shall be designed for compatibility with Wheelock's SM and DSM Sync Modules for synchronized strobe flash. Wheelock Sync Modules and Synchronized Strobes shall be designated as a system for continuous activation of the strobes. The strobe intensity shall be rated per UL 1971 for 15, 15n5, 30, 75 or 110 candela for wall mounting and 15, 30, 75 or 100 candela for ceiling mount applications. The 15/75 candela wall strobe shall be specified when 15 candela UL 1971 Listing with 75 candela intensity on-axis is required. The strobes shall not drift out of synchronization at any time during operation. If the control module fails to operate (i.e., contacts remain closed), the strobes shall revert to a non-synchronized default flash rate of 1 flash per second. All UL 1971 Listed strobes shall be certified to meet FCC Part 15, Class B and shall incorporate low temperature compensation to insure the lowest possible current consumption. The speaker and speaker strobe appliances shall be designed for indoor surface or flush mounting. The speaker and speaker strobes shall incorporate a speaker mounting plate with a grille cover which is secured with two screws for a level esthetic finish. They shall mount to standard electrical hardware requiring no additional trimplate or adapter. The appliance shall be finished in a textured red or white color. Due to continuous development of our products. sp8C1fications and offerings are subject to change without notice in accordance with Wheelock, Inc. standard terms and conditions. 3 YEAR WARRANTY Distributed By: NATIONAL SALES OFFICE 1.800.631.2148 Canada 800.397.5777 E.mall: InfoOwheelockinc.com http://www.wheelocklnc.com (NMA) MEMBER WHEELOCK, INC.. 273 BRANCH PORT AVENUE. LONG BRANCH, N.J. on40. 732-222-6880. FAX: 732-222-8707 NEWS16108I97 'wheelock .....11111111 II \I @ INC. FIRE ALARM SYSTEMS ~ CSFM: 7125-0785:122 SERIES MT and MT STROBE and SYNCHRONIZED MULTITONE ELECTRONIC APPLIANCES Description Wheelock's Series MT and MT Strobe Multitane electronic signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time Horn, Code~3 Tone. Cocfe..3 Horn, Slow Whoop, Siren or HilLa Tone. The Code-3 horn and tone patterns are engineered to comply with NFPNANSt Temporal Pattern specifications without requiring additional equipment. With MT and MT Strobe appliances, one alarm appliance meets most of your signaling needs. Synchronized strobe versions are available. The MT Strobes are designed for ADA applications with maximum performance. reliability and cost-effectiveness while meeting or exceeding the latest requirements of NFPA 72 (the National Fire Alarm Code), ANSI 117.1 (the American National Standard For Accessible and Usable Buildings and Facilities) and UL Standard 1971 (Standard for Signaling Devices for the Hearing Impaired). MT strobes, when properly specified and installed in accordance with NFPAlANSI Standards, can provide the Equivalent Facililation allowed under ADA Accessibility Guidelines (ADMG General Section 2.2) by meeting or exceeding the illumination which results from the ADA specified strobe intensity of 75 candela at 50 feet. This is an illumination of 0.030 lumens per square foot. Each MT and MT Strobe appliance has two user selective sound output levels: STANDARD dBA and HIGH dBA. Non-strobe versions provide selectable voltage capability in one unit, 12VDC or 24VDC, filtered or FWR. Strobe versions are specific for either 12VDC or 24VDC and may be used with filtered or unfiltered (full-wave-rectified) input voltages. Separate input terminals are available, shunt wires are provided to enable both tone and strobe to operate simultaneously from a single input. The Multitone Strobe appliances are UL Listed for indoor use, ceiling and wall mount, under Standard 1971 (Signaling Devices for the Hearing Impaired) and Standard 464 (Audible Signal Appliances), and use a Xenon flash tube with solid state circuitry enclosed in a rugged Lexan@ lens to provide maximum reliability for effective visible signaling. Options include LS, MS and IS Series which are Listed at 15, 30 and 75 candela intensity to cover 20' X 20', 30' X 30' and 40' X 40' rooms, respectively. THE LSM SERIES 15n5 CANDELA WALL MOUNTED STROBES WERE TESTED AT UL FOR 75CD ON AXIS, AND ARE LISTED AT 15 CANDELA UNDER UL 1971 AND MEET 75 CANDELA INTENSITY ON AXIS FOR ADA GUIDELINES WITH LOW CURRENT DRAW. SERIES MT WITHOUT STROBE SERIES MT WITH lOB Copyright 1996 Wheelock. Inc. All rights reserved. FW"" I " R '.' \,E i' 4 \ ! SERIES MT WITH STROBE Features . Approvals include: Underwriters laboratories UL 1971 and UL 464 Listings, FCC Part 15, Factory Mutual (FM), California State Fire Marshal (CSFM), New York City (MEA) and Chicago (BFP), European Community (CE), approvals on all models. . Designed to meet or exceed NFPAlANSI Standards and ADA Accessibility Guidelines. Meet OSHA 29 Part 1910.165. . MT & MT-WM Strobe model available for outdoor Installation requiring weatherproof devices. In private mode location where UL 1971 strobes are not required the MT-WM strobe model Is UL 1638 Listed at 117 cd and Is designed for mounting Indoors or outdoors. . Series MT appliances have IN and OUT wiring terminations that accept two #12 to #18 American Wire Gauge (AWG) wires at each tenninal. Inputs are polarized for compatibility with standard reverse polarity type supervision. . One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient and wall conditions with two field selectable sound output levels. . Code-3 Horn and Tone meet ANSI/NFPA temporal pattern for standard emergency evacuation signaling. . Audible and strobe can operate from a single NAC circuit with any of the (8) eight audible sounds. . Low current draw with low temperature compensation to reduce power consumption and wiring costs. . MT Strobe models available with 15, 1 5n5, 30 and 75 candela ratings for independent or single input activations and synchronized strobe design. . Wheelock's patented Series LS, LSM, MS, IS and synchronized SL, SLM offer fire alarm system designers, specifiers and installers the industry's widest selection of UL 1971 Listed strobe products. . Series MT Strobe multitone electronic appliances equipped with SUSLM synchronized strobes, when used in conjunction with Wheelock SM/DSM sync modules, produce a synchronized strobe flash for compliance with ADA guidelines concerning photosensitive epilepsy. . Selectable input voltage on non-strobe versions. Strobe versions are factory set for either 12 or 24VDC, with wide-Listed voltage range, filtered (DC) and FWR. . Mounts to either 4" square or double gang boxes (important for retrofit installations). Attractive flush or surface mounting. . No additional trimplate required for flush mounting. NOTE: All CAUTIONS and WARNINGS are idlnlilild by the symbol A. All warnings arl prinlld in bold capitalle61". A WARNING: PLEASE READ THESE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS. CAUTIONS AND WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION ANO/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. Alarm Tones ALARM TONES TONE PATTERN DESCRIPTION HORN BROADBAND HORN (Continuous) BEll 1560 Hz MODULATED (0.07 sec. ON/Repeat) MARCH TIME HORN HORN (0.25 sec. ON/0.25 sec. OFF/Repeat) CODE-3 HORN HORN (ANSI S3.41 Temporal Pattern) CODE-3 TONE 500 Hz (ANSI S3.41 Temporal Pattern) SLOW WHOOP 500-1200 Hz SWEEP (4.0 sec. ON/0.5 sec. OFF/Repeat SIREN 600-1200 Hz SWEEP (1.0 see.ON/Repeat) HI/lO 1000/800 Hz (0.25 sec. ON/Alternatel General Notes: . Strobes are designed to flash at 1 flash per second minimum from 20-31VOC (for 24VOC models) or 12-15.6VDC (for 12VDC models). Note that ADA guidelines presently specify a flash rate of lto 3 flashes per second and NFPA.72 (1996) specify a flash rate of lto 2 flashes per second. . All candela ratings represent minimum effective Multitone Strobe intensity based on UL 1971. . MT Strobe models are UL 1971 Listed for indoor use with a temperafure range of 320F to 1200F (OOC to 490C) and maximum humidity of 85%. All MT and MT4 with WM or WH strobe models for outdoor use are Listed for -310F to 1500F (-350C to 660C) and maximum humidity of 95%. Specifications Table 1: dBA and Current Ratings lor Multilane Signals Without Strobes Typical Anechoic' Rated Reverberant dBA' In~ut Current In~ut Current dBA at 10 Feet at 10 Feet Per UL 464 Tone AM S @ 24VDC AM S @ 12VDC At Nominal At Minimum At Nominal Input Voltage Inpul Voltage Input Voltage HI STO HI STD HI STD HI STD HI STD Horn 0.040 0.023 0.100 0.020 101 95 88 82 91 85 Bell 0.014 0.012 0.031 0.010 94 89 82 75 85 79 March Time Horn 0.040 0.023 0.100 0.020 101 95 85 79 88 82 Code-3 Horn 0.040 0.023 0.100 0.020 101 95 85 75 85 79 Code-3 Tone 0.028 0.017 0.060 0.015 97 92 79 75 82 75 Slow Whoop 0.048 0.026 0.100 0.025 101 96 88 82 88 82 Siren 0.036 0.023 0.082 0.020 100 95 85 82 88 82 HlIlO 0.020 0.014 0.044 0.012 95 90 82 79 85 79 Table 2: dBA and Current Ratings lor Audible Portion 01 Multitone Signals With Strobes Typical Anechoic' Rated Reverberant dBA' Input Current Input Current dBA at1D Feet atlD Feet Per UL 464 Tone AMPS @ 24VDC AMPS @ 12VDC At Nominal At Minimum At Nominal Input Voltage Input Voltage Input Voltage HI STO HI STD HI STD HI STD HI STD Horn 0.040 0.023 0.100 0.020 99 93 85 79 88 82 Selt 0.014 0.012 0.031 0.010 92 87 79 75 82 75 March Time Horn 0.040 0.023 0.100 0.020 99 93 82 75 85 79 Code-3 Horn 0.040 0.023 0.100 0.020 99 93 79 75 82 75 Code-3 Tone 0.028 0.017 0.060 0.015 95 90 75 70. 79 73. Slow Whoop 0.048 0.026 0.100 0.025 99 94 82 75 85 79 Siren 0.036 0.023 0.082 0.020 98 93 82 75 85 79 HlIlO 0.020 0.014 0.044 0.012 93 88 79 75 82 75 1. Anechoic dBA is measured on axis in a non-reflective (free field) test room using fast meter response. For peak dBA (measured with peak meter response), add 5 dBA to typical anechoic values shown in Table 1 and 2. 2. Reverberant dBA is a minimum UL rating based on sound power measurements in a reverberant test room. *.... CAUTION: This setting is acceptable only for general signaling (non-fire alarm) use. Use the "high" dBA setting with this tone or use a different tone for public mode fire alarm service. Wiring Diagrams (for all models) MT Signal Audible signal and strobe operate independently Audible signal and strobe operate in unison. Red and black shunt-wires are supplied. ~"T' · FROM PRECEDING + + TONEXT PR~~1~NG + ~ + TONEXT AUDIBLE OR AlJDIBLEOR SIGNAL OR _ - NEXT SIGNAL FA" - EOlA SIGNAL OR RED SIGNAL OR ~ ~~ FACP - aLA - EOlR FROM PRECEDING + + TONiXT t - . t - + - SIROBEOR - STROBE OR FACP ii! . - EOLA STROBE AUDIBLE SIGNAL STROBE AUDIBLE Ordering Information MODEL ORDER INPUT RATED AVERAGE' MOUNTING" NUMBER CODE VOLTAGE CANDELA STROBE CURRENT (AMPS) OPTIONS MT-12/24-R 5023 12/24 --- n__ E,F,L,M,O,T,U MT4-12/24-R' 5308 12/24 --- ---- D,J,K,O,R,T,U,Z MT4-115-R 6223 115VAC n_ ---- D,J,K.O,R,T,U,Z MT-24-LS-VFR 5183 24 15 .074 E,F,L,M,O,P MT-24-SL-VFR 6306 24 15 .096 E,F,L,M,O,P MT-24-LSM-VFR 5182 24 15n5 .100 E,F,L,M,O,P MT-24-SLM-VFR 6307 24 15n5 .138 E,F,L,M,O,P MT-24-MS-VFR 5321 24 30 .124 E,F,L,M,O,P MT-24-IS-VFR 5355 24 75 .200 E,F,L,M,O,P MT4-115.WH-VFR ,.. 6224 115VAC 15 .060 D,J,K,O.R,T,U,Z MT-24-WM-VFR ... 5025 24 117 .088 E,F,L,M,O,P MT-12-LS-VFR 5383 12 15 .155 E,F,L,M,O,P MT-12-MS-VFR 5384 12 30 .227 E,F,L,M,O,P MT-12-LSM-VFR 5683 12 15n5 .210 E,F,L,M,O,P SM SYNC MODULE.... SM-12/24-R I 6369 1 12 or 24 I I .014/.025 I E,N I I I I DSM SYNC MODULE.... DSM-12/24.R I 6374 I 12 or 24 I I .020/.038 1 W NOTE: If the strobe and audible operate on the same circuit, add the strobe current from above The letters Sl and SlM denote synchronized models. lathe proper current from Table 2. ,. Average current per actual Wheelock Production testing at 12 & 24VDC nominal voltage. For rated average, peak and inrush currents across the listed voltage ranges for both filtered DC and full waved rectified (FWR), see the Installation Instruction for this product series or Wheelock's current catalog. * * For additionallnlonnalion, please reter to Data Sheet *S7000 lor mounting options. .** Usted for UL 1638 only. HH SM Sync Modules are rated for 3.0 amperes at 12/24 VDC; DSM Dual Circuit Modules are rated for 3.0 amperes per circuit. The maximum number of interconnected DSM modules is twenty (20). Refer to Data Sheet #S3000. # Note MT4.12124.R will not be available after 12/30/97. See replacement list at back of catalog and/or NH-12124-R. MT & MT4 models can be used wth Wheelock's model RSSP-24110-W-FR strobe/plate assembly for 110 candela strobe appliances. Suffix: V '" vertical lens; H '" horizontal lens; F '" fire lettering; R '" red plate. A WARNING: CONTACT WHEELOCK FOR THE CURRENT "INSTALLATION INSTRUCTIONS" ANO "GENERAL INFORMATION" SHEET ON THESE PROOUCTS. THESE OOCUMENTATIONS DO UNOERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PROOUCTS. THESE MATERIALS CONTAiN IMPORTANT INFORMATION THAT SHOULO BE REAO PRIOR TO SPECIFYING OR INSTALLING THESE PROOUCTS, INCLUOING: . TOTAL CURRENT REQUlREO BY ALL APPLIANCES CONNECTEO TO SYSTEM PRIMARY ANO SECONOARY POWER SOURCES. . FUSE RATINGS ON SIGNALING CIRCUITS TO HANOLE MAXIMUM INRUSH OR PEAK CURRENTS FROM ALL APPLIANCES ON THOSE CIRCUITS. THE TIME OURATION OF THE MAXIMUM STROBE INRUSH OR PEAK CURRENT IS 2 MILLlSECONOS FOR LSILSM/MS MODELS ANO 4 MILLlSECONOS FOR is MOOELS. . COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. . THE VOLTAGE APPLIED TO THESE PROOUCTS MUST BE WITHIN THEIR RATEO INPUT VOLTAGE RANGE. , INSTALLATION OF 110 CANOELA STROBE PROOUCTS IN SLEEPING AREAS. , INSTALLATION IN OFFICE AREAS ANO OTHER SPECIFICATION ANO INSTALLATION ISSUES. , USE STR08ES ONLY ON CIRCUITS WITH CONTINUOUSLY APPLlEO OPERATING VOLTAGE. 00 NOT USE STROBE ON COOED OR INTERRUPTED CIRCUITS IN WHICH THE APPLIEO VOLTAGE IS CYCLEO ON ANO OFF AS THE STROBE MAY NOT FLASH. , FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULO RESULT IN IMPROPER INSTALLATION, APPLICATION, ANO/OR OPERATION OF THESE PROOUCTS IN AN EMERGENCY SITUATION, WHICH COULO RESULT IN PROPERTY OAMAGE ANO SERIOUS INJURY OR OEATH TO YOU ANO/OR OTHERS. Wheelock products must be used within their published specifications and must be PROPERLY specified, applied, installed, operated, maintained and operationally tested in accordance with their installation instructions at the time of installation and at least twice a year or more often and in accordance with local, state and federal codes, regulations and laws. Specification, application, installation, operation, maintenance and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association (NFPA), Underwriters' laboratories (Ul), National Electrical Code (NEe), Occupational Safety and Health Administration (OSHA), local, state, county, province, district, federal and other applicable building and fire standards, guidelines, regulations, laws and codes including, but not limited to, all appendices and amendments and the requirements of the local authOrity having jurisdiction (AHJ). Architects and Engineers Specifications The notification appliance shall be a Wheelock Series MT audiblelvisual appliance or equivalent. Notification appliance shall be electronic and use solid state components. Electromechanical alternatives are not approved. Each electronic appliance shall provide eight (8) field selectable alarm tones. The tones shall consist of: TONE, HORN, MARCH TIME HORN, CODE-3 HORN, CODE-3 TONE, SLOW WHOOP, SIREN and HI/LO. Tone selection shall be by durable dip switch assembly and not clips or jumpers. The audible and the strobe shall be able to operate from a single NAC circuit while producing any of these tones. The appliance shall provide two output sound levels: STANDARD and HIGH dBA. The HIGH dBA selling shall provide a minimum 5 dBA increase in sound output at nominal voltage. The HIGH anechoic dBA measurement at 1 0 feet at the alarm HORN SETTING shall be 101 dBA minimum for MT and 99 dBA minimum for MT Strobes, at nominal voltage. Operating voltages shall be either 12VDC or 24VDC using filtered power or unfiltered power supply (full-wave-rectified). All models shall have provisions for standard reverse polarity type supervision and IN/OUT field wiring using terminals that accept #12 to #18 AWG wiring. Combination audible/visual appliances shall incorporate a Xenon flashtube enclosed in a rugged Lexano lens or equivalent with s<llid state circuitry. Strobe shall meet UL 1971 and produce a flash rate of one (1) fiash per second minimum over the Listed input vollage (20VDC-31VDC) range. The strobe intensity shall be rated per UL 1971 for 15, 30, 75 or 110 Candela. The LSM 15/75 candela strobe shall be specified when 15 candela UL 1971 Listing with 75 candela intensity near-axis is required (e.g., ADA compliance). Series SUSLM Models shall incorporate circuitry for synchronized strobe flash and shall be designed for compatibility with Wheelock: 8M andlor DSM Sync Modules. The strobes shall not drill out of synchronization at any time during operation. If the module falls to operate (i.e., contacts remain closed), the strobes shall revert to a non-synchronized default flash rate. The Sync Module shalt be designed and available in two versions; the SM 12/24 for control of a Class B circuit; and a dual output version, the DSM.I2/24 for control of either Class A or multiple Class B circuits. Rated average current requirement for the SM 12/24 shall be .014/.025 amperes; the DSM 12/24 shall be .020/.038 amperes. A single circuit SM Sync Module shall be capable of handling a 3 ampere load @ 12 or 24 VDC; dual circuit DSM Sync Modules shall be capable of handling a load of 3 amperes per circuit @ 12 or 24 VDC. All UL 1971 Listed strobe appliances shall be verified to meet FCC Part 15, Class B and incorporate low temperature compensation to insure the lowest possible current consumption. Strobe activation shall be via independent input or from the same input circuit as the audible. The combination audible/visual appliances may be installed indoors and surface or fiush mounted. They shall mount to standard eiectrical hardware requiring no additional trimplate or adapter. The aesthetic appearance shall not have any mounting holes or screw heads visible when the installation is completed. The appliance shall be finished in a textured red color. The audible device may be installed indoor or outdoor with the proper backbox. The WM and WH Strobes are UL 1638 Listed and are for outdoor use. Due to continuous development of our products, specifications and offerings are subject to change without notice in accordance with Wheelock, Inc. Standard Terms and Conditions. 3 YEAR WARRANTY Distributed By: NATIONAL SALES OFFICE 1-800-631.2148 Canada 800-397-5777 E-mail: Info@wheelockinc.com htt~lIwww.wheelockinc.com (NMA) MEMBER WHEELOCK, INC.. 273 BRANCH PORT AVENUE. LONG BRANCH, N.J. On40 . 732-222-6880. FAX: 732-222-8707 52000 Rev. 9197 ~ ! ~NO_TIEIER4D ~ A Pittway Company Wheelock Products .J-120A I . . U-U-"I~- "'pt'o-n'- " .. -------,-- ...."" I""~ '"" . '.oJ a 1"l......IC':.o:J"'II~~ Section: AudloNlsual Appliances September 3, 1997 This document contains descriptions . for the lettered mounting options on irecent Wheelock product information. . The source of information is Wheelock document #57000, rev. 9/96. MOUNTING OPTION "A" Universal Mounting Plate (Wheelock product), for mounting Wheelock AS products. MOUNTING OPTION lIB" Single-Gang Flush Backbox, 2" deep. Typical of a Steel City LXM-WOW box or equal. A 3.5" deep backbox should be used for conduit installations, typical of a Steel C;ty CY-1/2 box or equal. Usa a 3.5ft deep backbox on all Wheelock MIZ products when EMT conduit is used. Maxi- mum number of conductors: AWG #18, #16, #14, #12 = 4. Mounting Option "S" applies to the following Wheelock prod- ucts: AS: RS or SR sync strobe flush/surface, WM3T: MIZ products with or without strobe. MOUNTING OPTION lie" Single-Gang Surface Backbox, 1.75" deep. Typi- cal of a Wiremold 5748 box or equal, 4-5/8" high x 2-7/8" wide. Maximum number of conductors: AWG #18, #16, #14, #12 = 4. Mounting Option "C" applies to the following Wheelock products: MIZ products with or without strobe. MOUNTING OPTION ""IY" . 4" Square Flush Backbox, 1.5" deep. Typical of a Steel City 52151 box or equal. Maximum number of con- ductors: AWG #18, #16, #14, #12 = 4. Mounting Option "D" applies to the following Whee/ock products: AS; RS or SR sync strobe flush/surface, WM3T; AC hams (31T); MB bells: 43T bells. MOUNTING OPTION lIE" 4".Square Flush Backbox, 2.125" deep. Typical of a Steel City 52171 box or equal. Maximum number of con- ductors: AWG#18,#16,#14=8;AWG#12=4. Mounting Option "E" applies to the following Whee/ock products: ret- rofit plate strobes flush/surface; RS or SR sync strobe flush/ surface, WM3T; Multilane products (MT, AMTwith and with- out strobe); MT4, MT4-115-WH-VFR,AH; CH, ETwith and without strobe; MB bells: surface speaker (ET-10~O). (....[8)....:.. ....:' ""'.:: MOUNTING OPTION ""F"" Double-Gang Flush Backbox, 3.5" deep. Typical of two Steel City LXM-WOW boxes or equal. Use a 3.5" deep backbox on all MIZ 'products when EMT conduit is used. Maximum number of conductors: AWG #18, #16, #14, #12 = 4. Mounting Option OF" applies to the following Wheelock products: AS: RS or SR sync strobe flush/sur- face, WM3T: Multitone products (MT, AMT with and with- out strobe): MIZ products with and without strobe. MOUNTING OPTION "G" Double-Gang Surface Backbox, 1.75" deep. Typi- cal of a Wiremold 5748-2 box or equal. 4-3/4" high x 4-3/ 40 wide. Use a 3.5" deep backbox on all MIZ products when EMT conduit is used. Maximum number of conduc- tors: AWG #18, #16, #14, #12 = 4. Mounting Option "G" applies to the following Wheelock products: AS: RS or SR sync strobe flush/surface, WM3T: MIZ products with or with- ot.!t 5trobe. MOUNTING OPTION IIJ" Order SS-R from NOTIFIERo BB Surface Backbox. Standard steel backbox with knockouts for interior surface mounting, concealed con- duit mounting or semi-flush applications. Painted to match the signal. 4" square, 1-9/160 deep, with two #8-32 tap holes. Provided with knockouts for 1/2" and 3/4" conduit. Maximum number of conductors: AWG #18, #16, #14, #12 = 4. When used with AC ham, "BB" backbox must be used for surface mounting. When used with ET-1 01 0, "DBB" backbox must be used for surface mounting. Mounting Option oJ" applies to the following Wheelock products: RS or SR sync strobe flush/surface, WM3T: AC hams (31T); MB bells: 43T bells; UL 1638 strobe weatherproof (WM3T). MOUNTING OPTION IlK" Order WSB-R from NOTIFIERo WBB Weather-Resistant Backbox. Sturdy die-cast housing, threaded conduit hole and knockout for outdoor applications. 2" deep with 112" knockout and two holes on side tabs 5" apart. Painted to match the signal. Maximum number of conductors: AWG #18, #16, #14, #12 =4. Only MT or MT with WM (117 cd) strobe models are for outdoor mounting. Mounting Option "K" applies to the following Whee/ock products: RS or SR sync strobe flush/surface, WM3T; MT4, MT4-115-WH-VFR, AH; CH, ET with and without strobe; AC horns (31 T); MB bells; 43T bells; sur- face speaker (ET-1010); UL 1638 strobe weatherproof (WM3T). This document is not intended to be used for Installation purposes. We by to keep our product information up..to-date and acaJrate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more infonnatlon, contact NOTlFlER. Phone: (203) 484-7161 FAX: (203) 484-7118 @lNOTIFIERo 12 Cllntonville Road. Northford. Connecticut 06472 150-9001 Engineering and Manufacturing Quality Syslem Certified to Inlemational Standard 150-9001 ~ Made In the U.S.A. ON-6111 MOUNTING OPTION IlL" Order ISP-R from NOTIFIER. !s!' ~t!rl3ea .qdapt.er" For squzre prcducts,lndccr use. 5-1/4" square (inner opening for basic unit 4-5132" sq., front lip overiaps unit with opening 3-45164" sq.) x 25132" deep. Mounting Option 'L' applies to the following Wheetock prod- ucts: Multitone products (MT, AMTwith and without strobe); CH, ET (exciuding ET-1010) with and without strobe; E Series low-profile speakers with and without strobe; SA-S self-amplified speakers with and without strobe. MOUNTING OPTION "M" Order IOB-R from NOTIFIER. lOB Surface & Weather-Proof Backbox. For sur- face-mounting MT products. Knockouts for 1/2" conduit (top, bottom and back). 2-5/8" deep and 5-1/4" square excluding two side tabs with holes. Only MT or MT with WM (117 cd) strobe are for outdoor mounting. Maximum number of conductors: AWG #18. #16, #14, #12 = 8. Mounting Option "M" applies to the following Wheelock products: Multitone products (MT, AMT with and without strobe). MOUNTING OPTION "N" Order OBB-R from NOTIFIER. CBB Surface 8al;kbo~, St2!1derd deep stee! backbox provided with knockouts for interior surface mounting, con. cealed conduit mounting or semi-flush applications. Painted to match signal. 4" square x 2-3/16" deep, with two #8-32 tap holes and knockouts for 1/2" and 3/4" conduits. When used with AC horn, "BB" backbox must be used for surface mounting. When used with ET-1010, "DBB" backbox must be used for surface mounting. Maximum number of con- ductors: AWG #18, #16, #14, #12 = 8. Mounting Option "N" applies to the following Wheelock products: RS or SR sync strobe flush/surface, WM3T; MT4, MT4-115-WH-VFR. AH; CH. ET with and without strobe; surface speaker (ET- 1010); SM sync moduie. MOUNTING OPTION "0" Order RP-R from NOTIFIER" RP-R Retrofit Plate. 8" high x 5-7/8" wide x 13132" deep. Mounting Option "a" applies to the following Wheelock products: AS; Multitone (MT, AMT with and with- out strobe); MT4, MT4-115-WH-VFR, AH; CH, ET (exclud- ing ET-1010) with and without strobe; AC horns (31T); E Series low-profile speakers with and without strobe; SA-S self-amplified speakers with and without strobe. MOUNTING OPTION "IV' Order SBB.R from NOTIFIER. SBB Surface Backbox. For surface-mounting speak- ers, chimes and electronic signals. 5-112" high x 5-9/16" wide x 3-9/16" deep, with two #8-32 taps and a 1/2" knock- out on sides and back. Maximum number of conductors: AWG #18, #16, #14, #12 = 8. Only E-70, ET-1070, ET- 1080 and CH-C products will mount to the SBB backbox. This product can be used with MT, MT4, E, ET and CH products without strobes. Mounting Option "P' applies to the fotlowing Wheelockproducts: Multitone (MT, AMTwith and without strobe); CH, ET (excluding ET-1010) with and without strobe; E Series iow-profile speakers with and with- - DN-6111 out strobe; SA-S self-amplified speakers with and without strobe. M~Oii'iiiNG ~r'n~i'i .:.:...:: 4" x 4" x 2.125" Flush Backbox with 1.5" Exten" sion Ring. Typical of a Steel City 52171 box with a Steel City 53151 extension ring, or equal. Maximum number of conductors with extension ring depth of 1-112": AWG #18. #16, #14 = 8; AWG #12 = 4. Maximum number of conduc- tors with extension ring depth of 2-1/8': AWG #18, #16, #14, #12 = 8. Mounfing Option 'Q" applies to the following Wheelock products: retrofit plate strobes flush/surface; CH, ET (excluding ET-1010) with and without strobe. .- 1"'1 ':..J MOUNTING OPTION "R" Order SFP-R from NOTIFIER. SFP Semi-Flush Plate. Stamped aiuminum surface wall plate which mounts behind the basic unit and serves to cover recessed backboxes in semi-flush mounting ap- plications. Painted to match the signal. 6" square x 5/16" deep with #8-32 tap holes. Mounting Option "R" applies to the following Wheelock products: AS; MT4, MT4-115-WH- VFR, AH; AC horns (31T); MB bells; 43T bells; surface speaker (ET-1010). MOUNTING OPTION "S" Order AP-il ;rom NOT/FiER" AP Adapter Plate. Stamped aluminum adapter plate designed for applications where semi-flush installations cannot be used. The plate can be mounted to standard octagonal or round backboxes, single- or double-gang boxes or plaster rings. The backbox and basic unit are then fastened to the plate. This type of mounting is re- ferred to as a concealed conduit installation. The plate is painted to match the signal. 6" square x 5/16" deep with four #8-32 tap holes. When used with AC horn, "BB" backbox must be used for surface mounting. When used with ET-1010, "DBB" backbox must be used for surface mounting. Mounting Option "SO applies to the following Wheeiock products: AC horns (31T); MB bells; 43T bells; surface speaker (ET-1010). 'J MOUNTING OPTION "T" SP Single Projector. 6" deep projection, 4" square at mounting area and at end of projection. Mounting area has four 3/8" dia. holes for mounting to basic horn unit, spaced squareiy 3-3/8" apart. This product can be used with MT, MT4, E, ET and CH products without strobes. Do not use this product with E-90 and ET-1090 (round) prod- ucts. Mounting Option 'T' applies to the following Wheelock products: . Muititone (MT, AMT with and without strobe); MT4, MT4-115-WH-VFR, AH; CH, ET with and without strobe; AC horns (31T); surface speaker (ET-1010). MOUNTING OPTION'IIU" TP Twin Projector. Extends 11" wide, projections are 4" high at projected ends, and connect to a mounting area 4" square with four 3/16" dia. holes for mounting to basic horn unit, spaced squarely 3-3/8" apart. This product can be used with MT, MT4, E, ET and CH products without strobes. Do not use this product with E-90 and ET-1090 (round) products. Mounting Option 'U' applies to the fol- lowing Wheelock products: Multitone (MT, AMT with and j ~ N~!!Y!:!n~R@ June 18. 1998 K.225 FM Series Electromagnetic Door Holders Section: Miscellaneous GENERAL NOTIFIER FM Series electromagnets are designed for virtually any remote door release application. They are primarily used to hoid fire and smoke barrier doors open until released by a remote smoke detector or other switch- ing device. The complete assembly consists of: an ar- mature contact plate with adjustable pivot mounting for installation in the door; and a heavy-duty electromagnet, in a durable plastic enclosure, mounted on the wall or floor behind the door. FEATURES 120 VAC and 24 VAC/DC models. 35 to 40 pounds (16 kg) holding power. Magnet protected against transients and surges up to 600 volts (AC models). Magnetic field intensity of 5.6 oersteds @ 1 meter. Fail-safe operation; power failure releases door to close. Positive release button initiates closing motion. Two-yearwarranty. Floor- and wall-mount models. Sturdy plastic design. INSTALLATION Used in hospitals, schools, offices, nursing homes, and public buildings. Install where required by code, where doors may be used to confine smoke or fire, or wherever remote con- trol or automatic closing doors are required. Ensure that door hardware and trim projections are com- patible with total projection of door release. Anchor the electromagnet firmly, as the wall portion will function as a doorstop. Locate magnet approximately 6" (15.24 cm) in from the lock stile at the door. Wall magnets should be mounted approximately two to four feet (0.6096 to 1.2192 meters) above the floor for optimum performance. Door-mounted contact plate includes hardware for thrubolting or concealed mounting. Spotting template included with unit assures correct alignment. @ @he) I; California UL Ul!C ~ State Fire .~ Marshal @ "" 3550-0028: 177 R11746 ML245 BSA 750-76-SA (FM980 & FM998 Series) ORDERING INFORMATION FM980-24 24-Volt AC/DC Single Door Floor-Mount FM980-120 FM996.24 FM996-120 FM998-24 FM998-120 120-Volt AC Single Door Floor-Mount 24-Volt AC/DC Surface Wall-Mount 120-Volt AC Surface Wall-Mount 24-Volt AC/DC Flush Wall-Mount 120-Volt AC Flush Wall-Mount This document is not intended to be used for installation purposes. We try to keep our product information up-Ie-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 ~ N OTI FI E R. 12 Clintonville Road, Northford, Connecticut 06472 150-9001 Engineering and Manufacturing Quality System Certified to International Standard ISO-9001 ~ MadeintheU.S.A. ON-528B - Page 1 of 2 4-3/4" (120.65 mm) ~ MODEL 980 Floor-Mount Single Door 11-5/8"~ ~ (41275m:I_J nn ~ ----= 2-17/32" (64.294) t 5" (127.00 mm) . t 3.1/8" (79.375) Concealed wiring. Total projection: 6" (152.4 mm). Mounting requirements: Conduit connects directly to floor plate. 1-3/4" (44.45) Voltage/current: 120 VAC, 60 Hz, 0.017 amp 24 VAC, 60 Hz, 0.080 amp 24 VDC, 0.068 amp. Shipping weight: 4 Ibs. (1.8 kg). 2-1/2" (63.5 mm) 2.3/4" (69.85 mm) @ -.- 2-17/32" (24.294) t ! 4.5/8" (117.475 mm) (41.275) ~-5/8: I ~ MODEL 996 Wall-Mount Surface Wiring 1-3/4" (44.45) I @ " Voltage/current: 120 VAC, 60 Hz, 0.017 amp 24 VAC, 60 Hz, 0.080 amp 24 VDC, 0.068 amp " Shipping weight: 3 lbs. (1.4 kg). Total projection: 4-1/8" (104.775 mm). Mounting requirements: 1" x 1-1/2" (25.4 x 38.1 mm) deep adapter housing. 2-3/4" 1" (25.40 mm) (69.85 mm) . '\ r 2-5/8" 1.3/4" (66.675) (44.45) ~ - -......., -- 4.5/8" (117.475 mm) + --- ~ MODEL 998 Wall-Mount Standard Doors Concealed Wiring Page 2 of 2 - ON-S28B " Totai projection: 3-5/8" (92.075 mm). . Mounting requirements: 2" (50.8 mm) x 4" (101.6) x 1-314" (44.45) outlet box. " Voltage/current: 120 VAC, 60 Hz, 0.017 amp 24 VAC, 60 Hz, 0.080 amp 24 VDC, 0.068 amp . Shipping weight: 2 Ibs. (0.9 kg). ~"- l~'~ . :l_~_...__ , I' -~. ...,.......,.. ..:;8M'~':h<~'.~.., .' .' ,_. ..~. -.....---._. 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':~..~r ...... .f ... . --~<_..--.-.... ~ ,~~-r _ ;:'lLtl'\ll KNIGHT FIRE SYSTEMSN Cuiviiiiii(CiAl FIRE ALARA'S I Model 5104 Fire Control Communicator FEATURES UL 864 Listed for NFPA 71 Can be Used Stand Alone or as a Slave Communicator Four Fully Supervised Inputs Downloadable for Remote Programming, Control and Monitoring Fuseless Overload Protection with Automatic Reset Circuitry and Fault Indicators Dual Phone Line Interface Automatic 24 Hour Test Reports in SIA and Most Major Communications Formats DESCRIPTION The Silent Knighr Model 5104 is an 4-zone fire control communicator. It is designed specifically ro offer digital fire reporting over ordinary telephone lines rather than costly leased lines. The Model 5104 is approved for use in applications required to meet UL 864 and NFPA 71 requirements. These requirements include the monitoring of local evacuation controls. The 5104 will monitor dry contact alarm and trouble outputs and transmit a separate code for each. The Model 5104 can be used stand alone to monitor sprinkler systems for waterilow, supervisory, and gate valve tamper conditions. It can also be used stand alone for automatic fire detection system for structures that are not required to have a fire alarm system but want property protection (to call the fire department after hours). The Model51 04 is fully supervised. Its microprocessor constantly runs programs to monitor AC, standby battery, zone inputs, and the telephone line connections. If a fault condition is detected, it sounds a local trouble audible and reports the condition to the central station. If one of the telephone lines faults. for more than 45 seconds, it will automatically switch to the other to report the failure. 5104 The Model 5104 conducts an automatic self-test 'every 24 hours-at a time you select-and sends a report to the central station. It uses the industry standard SIA reporting format as well as other major formats to transmit to most central station receivers. The communicator will signal activation and restoration and trouble conditions on any of the four inputs. There is one Style o (Class A) input, and three Style A (Class 8) inputs. If an application requires a different input configuration, the individual input styles may be changed by using a Model 7181 Fire Zone Converter Module. The 7181 also allows use of two-wire type smoke detectors, instead of the normal four-wire contact type, for automatic fire detection applications. A single, programmable output is provided for alarm or dialer failed conditions. This output cannot be used for evacuation purposes. Fuseless electronics provide built~jn overload protection with automatic reset that eliminates the cause of most field service calls. r nvl:lHAivlr.liNG The 5104 can be programmed through the use of the optional Model 5230 remote alphanumeric annunciator. Programming options Include: telephone numbers, reporting iormat, account number, loop response times (electronic retard), test time, output activation, user and installer codes. System programming is stored in a non-volatiie EEPROM chip which is reprogrammable hundreds oltimes. The 51 04 accommodates up to three remote annunciators via a four-wire connection. A quick-connect plug allows temporary connection olthe annunciator for programming. POWER ~[1=MHL FIRE ALARM ANNUNQATOA OI'l)(IU12:lO [....... ~ I....... .=,~~, 5230 Programming can also be accomplished through the use of the Silent Knight Model 5521 desktop programmer. The 5521 also programs other Silent Knight products and can be used to copy EEPROM chips on. 5521 DOWNLOADING Downloading can be used to both remotely program the 5104 and to check system status. Remote programming allows the installing company to view the existing program, modify it, and if necessary, troubleshoot the system. _i 5530 Downloading software, Model 5541, includes both 3'12' & 5'1." ljisk.s and is designed to be used on an !8M or compatible PC. It also requires use or a Silent Krtlgnt Model 5530 modem. fhe downloading software also contains programs for other Silent Knight downloadable products. SPECIFICATIONS ELECTRICAL SPECIFICATIONS: Slave Applications Input: 24 volts DC from a UL Listed Fire Control Panel Totai DC ioad: 75ma minimum @ 24 volts DC 600ma maximum @ 24 volts DC Stand Alone Applications Input: 120 V AC 60 Hz. 40 watts Standby: 12 volt 6.5 amp hour rechargeable battery (supplied) 5230 Remote Annunciator (three maximum per system) Load: 60ma standby 120ma alarm INDICATOR LIGHTS (LED'S): Power On (Green) Trouble Siienced (Yellow) Untii Trouble is Cleared Dialer Failure (Yellow) Telephone Line Fault (2 Red) Inside Cabinet at L 1 and L2 Inputs TELEPHONE REQUIREMENTS, FCC Registration #: AC698R-17462-AL.E Ringer Equivalence O.OB Type of Jack: RJ31 X (2 required) MECHANICAL SPECIFICATIONS: Dimensions: 12'1<" W x 15'1." H x 3" 0 (31.1cm W x 38.7cm H x 7.6cm D) Weight: 15 Ibs. (6.75 kg.) Color: red OPTIONAL ACCESSORIES: 5230 Remote Annunciator/Programmer 5521 Desktop Programmer 5530 Modem 5541 Download Software 7181 Fire Zone Converter Module 7860 Telephone Connecting Cord for RJ31 X Jack (2 required) APPROVALS: UL Listed - UL864/NFPA 71 FM Approved CSFM Approved BSA - New York City UL LISTED LOCAL FIRE CONTROL SILENT KNIGHT MODEL 51 04 4 CHANNEL COMMUNICATOR SILENT KNIGHT MODEL 5230 + (OPTIONAL) 24 VDC POWER REMOTE ANNUNC1AT (3 MAX PEA SYSTE ALARM CONTACT (N.C. TYPCIAL} TEL. LINE #1 TR'" 'BL" C"NTACT TO RJ31X (N.C. TYPICAL) TEL. LINE #2 OR M) MODEL 5104 BLOCK DIAGRAM Slave Communicator Application 120 VAC 60 Hz SILENT KNIGHT MODEL 5104 4 CHANNEL COMMUNICATOR SILENT KNIGHT MODEL 5230 (OPTIONAL) STYLE D INPUT (SUPERVISED) MAX 5 WATEAFLOW DEVICES AS PER NFPA 71 REMOTE ANNUNCIATOR (3 MAX PEA SYSTEM) o STYLE A INPUTS (SUPERVISED) GATE VALVE TAMPER OR PIV SUPERVISOR. MUST CONNECT NORMALLY OPEN TEL. LINE #1 WHEELOCK 46T-G1Q-12-A-SELL (OPTIONAL) TO RJ31X TEL. LINE #2 MODEL 5104 BLOCK DIAGRAM Stand-alone Waterflow Application 011 r::"l, ''''''11('''''.1, V,.......,,,, ',\l"IUIII 120 VAC 60 Hz MODEL5104 4 CHANNEL COMMUNICATOR STYLE D INPUT (SUPERVISED) STYLE A INPUTS (SUPERVISED) HEAT DETECTORS, MANUAL PULL STATIONS AND CONTACT TYPE PRODUCTS OF COMBUSTION DETECTORS SILENT KNIGHT MODEL 5230 (OPTIONAL) REMOTE ANNUNCIATOR (3 MAX PER SYSTEM) o TEL. LINE #1 WHEELOCK 46T-G10-12-R.SELL (OPTIONAL) TO RJ31X TEL. LINE #2 MODEL 5104 BLOCK DIAGRAM Stand-alone Automatic Fire Detection Application ARCHITECT/ENGINEER SPECIFICATIONS The contractor shall provide an approved digital communicator to transmit the fire alarm and supervisory signals to a central station. The digital communicator shall be UL or FM listed tor fire reporting to a central station and shall conform to the requirements of NFPA 71. The digital communicator shall provide power and necessary components for four supervised detection circuits. One shall be Style 0 and three shall be Style A. The detection circuits shall accommodate sprinkler flow switches, gate valve supervisory switches, thermal detectors and contact-type products of combustion detectors intermixed as desired and permitted by NFPA 71. The control/communicator shall have the capability to supervise two telephone lines, seize the phone line and send the alarm signal on one or both iines without the addition of any more equipment. It shall sound a local troubie signal if the telephone service is interrupted for longer that 45 seconds and it shall transmit a signal indicating the loss of phone line service to the central station over the remaining phone line. A signal shall also be transmitted indicating the restoral of phone service. The control/communicator shall be able to report the loss of either phone line without regard to which phone line failed first. If both lines fail. a local signal shall sound. The control/communicator shall have the ability to send a test signal to the central station every 24 hours. The test signal shall be able to be transmitted at a specific time of day or night by setting a program within the panel. The communicator shall be able to transmit all signals in the Standard SIA format (Security Industry Association). The alarm signals transmitted to the central station shall indicate which of the four zones is in alarm and which zones are in trouble. Restoral from alarm or trouble shall also be transmitted by zone. The communicator shall be capable of communicating to Silent Knight, Radionics or Ademeo central station receivers. LIGHTNING PROTECTION: Silent Knight guarantees this product against lightning strikes! We will repair or replace the Silent Knight equipment, if necessary, should lightning disable it during the one-year warranty period. 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J, B'~ ~I ~ I- LaJ~ (\J ~ ~~ I. · · · · · .11 0 I ;: ACCESSORIES AFP-400 CONNECTOR J J ~ ~ m I ; fA S :) t{J ~ Ii ~ o % 8 I ~~ ~e ~ o Z o i= t) W J- W Cl a.. - Ct: J- ~ Z ::> ::r: Ul et:: o J- <C> >~ W6 .....J~ WI >- -.-J D- o... ::> (f) . 0::: 3: ~ >- et: <( - -.J - X => <( ~ C'-J I (/) Q.. U LL BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * II /1 Notice Job Located at I/:; >5 i/4d A r7 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: {fJ/t..eJ L70.nJ~ LPI3 c.:I 2.rJ.Ji Rorx- c;yr.--J fP A In !I b,v,. n->e",,1 t"/k ,,};....,- ( L;..,j />) ;,)ole:. .t2"15..t>/reF'f h",fcJlqnnd I;'clre.,d if: GCd1 iP,/1 r>o~ be ~/;Je4 ",d, h {'j,a,..,n~j ,c, b!'~ jo"~'} I LJr>~ /')),/'<1 f' .--/ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date j{)-Zl-'t!f ~'Zfor Building DepL DO NOT REMOVE THIS TAG FORM WR6.22 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BtllLDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 9/16/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: QUEEN OF VIETNAMESE MARTYRS CHURCH AND THE ARCHD 1 OCESE OF DENVER PropertyAddress: 46t\..J:1ARLAN ST, WHEAT RIDGE,80033 Phone: 303431-0382 Contractor License No.: 199 l'l~ ~~ Company: C. T. CONSTRUCT 1 ON - Pm'{lrc...n OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 303 469-7466 I hereby certify that the setback distances proposed by this pennit 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 ab~e 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. Construction Value :5 ti7, UXJ Permit Fee: 3, ;;J & I.;:r:) t'L.., c../I<::,:/C re~ '~I J/q, ~.J-' use Tax. '?r, J11. 00 Total: 1, .00 (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: f) (,cCi.q ['.f ,2 j, '-, Iv;' C hCll c},-- le.n u...{i -\-1.(Y\ P (OV...QJiluA"T BUILDING DEPARTMENT USE 0 SIC' 'A RECBVED OCT e 1 1998 ~OmnglUOmme.nJ~.3 Iol/t/~ Approval : ~ Zoning: Jt-z.. PJ1]iUilly1.GiJiiiffil:"iii5:.1 C')::::... 19m) -1/--17 Approval: l1I5I \)~,tJp.,\X ~t2\ . L.fhlC.-e. 10- I ';7o.J'9"",,"1'B'O 'yv.O[l.. '\'" 'ICD v~. \2 hoICl~. . ,- ( . Wa'n's : Roof: - Stories: Approval Occupancy: Electrical i ir:pnse No : Company: Plumbing License No : Company: Mechanical License No : - - - Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was Issued in acc:orrlance with the provisions set forth in yopur application and is subject to the laws of the Stale of~do and 10 the Zoning Regulations and Buildi~ Code of Wheat Rid'ge. Colorado or any other applicable ordinances of the City. (2) This pennit shall expire If (Al the work authonzed is not commenced within sixty (60) days from issue dale Of' (B) the building authorized is suspended Of abandoned for a period of 120 days. . (3) It this permit expires. a new pennlt 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 (1) year. If changes are made or if suspension Of abandonment exceeds one (1) year, full fees shall be paid (or a new pennfl (4) No wor1: of any manner shall be done that will change the natural flow of water causing 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 proceediing with successive phases ot the lob. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, IlO( an approval of, any violation of the provisions d~lnan<:e'IaW' rule or regulation. Chief Sui ng Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Rock and Associates ~~ ~~ lfM~~[RVA]~TI ffi\l l~IIT~~ Architecture, Planning Interior Design 9605 W 49th Avonu(~ Suite 300 Wheat Ridge. Colorado 80033 (303)431-8600 Fax (303)422.6341 PROJECT G U..eeYl '\l1e+n~al(!..vvY. ARCHITECT'S n r. '7 r ~ PROJECT NO: -\U; '-'f-' DA TbOec. q , rqq ~ TO: !2J\d~ ~.. ~~\o~rz-I~ If enclosures are not as noted. please Inform us immediately ATTN: If checked below, please: \ ) Acknowledge receipt of enclosures ( ) Return enclosures to us. WE TRANSMIT: (Xl herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: ( ) approval ( ) review and comment (X) use ( ) distribution to parties ~record () ( l information THE FOLLOWING: XDrawings ( ) Specifications ( ) Change Order ( ) Shop Drawing Prints ( ) Shop Drawing Reproducibles (I Misc. I J Samples ( 1 Product Literature COPIES 'd-~ DATE c !V)}q'l REV. NO. t 1Ylc<a::te,;l. 'M-j'Oilo. 'if % De?t. DESCRIPTION ACTION CODE 1-0nevJ-t(n1~ f}YcX\\J-.J N\~0JlN~ mJ2ej(yl~ ) ACTION CODE A. Action indicated on item transmitted B. No action required C. For signature and return to this office D. For signature and forwarding as noted below under REMARKS E. See REMARKS below REMARKS Thomas E. Reck I~L- COPIES TO: Code Correction List December 2,1998 Owner: Queen of Vietnamese Church ",rtfi ~ 1\ [1' ,\\,.- \ Builder: C.T. Construction Address: 4655 Harlan Street Description: Tenant Finish '" 1. -n-" / L- 2. fltDD otJ "TI;?;+ Correct changes to cover page. TI-& 7. 11 1M" Tl--~ i1-~ 1'1-1 9. One"hour qCc;l,Jpanc:)' seperation is required between A2.1 and B Occupancies, pfollide detail for wall.~V Need two exit signs in classroom area 219-226 for when partitions are not used to . 'de rooms. Shee E -2 is unreadable please provide another copy. aust C from hoods compared to supply CFM, there does not appear to be eno h make- air to meet the UMC requirements. Sheet -1-3 a not stamped by a mechanical engineer or architect. ne urin~'il\ each ens restroom is required to be handicap accessible. Ha dicap toil~,t stalls ~uire a 59x60 t18'ar floor space that the door cannot swing into, hange d,?or to ~;il;g out. Door 40 is no~ shown ori door schedule. "'" 1~ Provide penin~\schl:ldule or interior glazing. ""7 'T{-& 11. Per Fire 0 artm~nt show roposed hood over oven in kitchen. Please make these dditiops or cor ections to the submittal and resubmit for review, if you have any questions con\ments lease feel free to contact me at 235-2853. Sincerely, ;/lr~ Darin Morgan Codes Administrator 11~ JC> PR-IIVT' "Z"'o s:~ C,,'{<;T ~irfr'mf e:D BL1 10 IV! 1)~I.5 1-l1J fJJ Mv.D ~1Z>'1Vf" i: tJ~& t? --re . "Z. ^ S T l\:'I'Wi> If"O P..'1 J..!ow/t1lD l1f\::..t::: OiA~i~~L S!;T t ~IS 10 <;;:f A'tvl f tf S H;rJ ~Pt..llVT f '3TJotih P f SI6tJ Reck and Associates ~~ ~~ 'lrM~~[R.;\]~Tnr&Uo n ,,=Cjr-I-O~fD) U-_--,L~) L j Ir-=~!I""\ Architecture, Planning Interior Design 9605 W. 49th Avenue Suite 300 Wheat Ridge, Colorado 80033 1303)431-8600 Fax (303l422-6341 PROJECT: QUEEN OF VIETNAMESE MARTYRS PARISH ARCHITECT'S PROJECT NO: 9525 DATE: NOV 13 TO: BUILDING DEPARTMENT CITY OF WHEAT RIDGE, COLORADO ATTN: WE TRANSMIT: (X) herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: (>I approval ( ) review and comment (XI use ( ) distribution to parties () record () ( J information THE FOLLOWING: J4 I Drawings ( ) Specifications ( I Change Order ( ) Shop Drawing Prints II Shop Drawing Reproducibles I) Misc. I I Samples ( ) Product Literature # OF COPIES DATE DESCRIPTION I lETTER TO T. RECK FROM lEE BAGBY RE: MAKE-UP AIR/EXHAUST AIR I REVISED SET WICH WAS RETURNED TO RECK AND ASSOCIATES I PARTIAL SET FOR INCLUSION INTO 2ND SET YOU KEPT. REMARKS THESE ARE CORRECTIONS REQUESTED FOR T.I. PERMIT. CI WIll COME BY TO SIGN DRAWINGS THAT HAVE NOT BEEN SIGN. I DID WANT TO GET THESE TO YOU A.S.A.P.) FROM: THOMAS E. RECK COPIES TO: 2/98 10:30 DEN I S /11 LLER ENGt'EUL ~ I HG , I t-lC. .. 31334226341 NO. 6'36 [;102 /JHi$ Mm., (tHUflhi", 1.,__,,1, hie. Memo " To: Tom Reck From: Lee Bagby Dale; November 12, 1998 Re: Queen Vietnamese Martyr Church Tom' While reviewng the drawings for the kitchen, I found that the make-up air matches the exhaust air for the l<itcIlen exactly The total exhaust and maKe-up air is 8000 CFM. Tnere may hilVe been a litue confusion because the minimum scheduled outside air is 5000 CFM This is an 9lTllf on the plans. The minimum is actually 0 CFM. When the exhaust fans are not operating at night and there is a cell for heal, the outside air dampers wil close completely When the exhaust fans are operating, the return air dampers will close completely and !he full 8000 CFM will be outside air. Tnank you. If you have any questions, please do not hesitate ceiling ~ ~f\ -- Lee Bagby, , DMIl>w16116-02.doc Reck and Associates Architecture, Planning Interior Design ~~ ~~ uM~~[R.;\]~TI &[L [L~TI~[f2 9605 W. 49th Avenue Suite 300 Wheat Ridge, Colorado 80033 (303)431-8600 Fax (303)422-6341 PROJECT: OL,\SG;N Of YI5INA'\'Ylg'>G: tYllr,:e:r--res ARCHITECT'S PROJECT NO: DATE: I /6 ,199Q TO: W, 12, I3LDoZi, ~T. ATTN: V~I N WE TRANSMIT: (X) herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: ( I approval ( I review and comment (X) use ( ) distribution to parties ,( ~ecord ^ \1512-1 ~~GI4-T(1JlV ( ) information THE FOLLOWING: ( I Drawings ( I Specifications ( I Change Order ( ) Shop Drawing Prints ( I Shop Drawing Reproducibles (I Misc. ( ) Samples ~roduct literature # OF COPIES I DATE DESCRIPTION t;. t H fW'VUG7S fb(2..PL..f\'~ RD'3{p3 ) FI L(v'\ PI.Ar0i.:'>O oN FI\GI2, OF- 'f11$(2E6Gf\'S F3kTT ItJ%lL UJI-rH-11'-.1 pU~;fJU/Yl cL6. (f.-lev REMARKS /)JIU THIS YnIYTt;1UkL f3'b A'PP~tJi3P UH T f-fl ~ A G L-6(fjL(;lJU rYi 1;\. ~ RJl2.- jZJ6TU ~tJ AI e.. ? PLOMr AWI<;6, . 'k:,~ - &t- er-r-, c 16YYl I2eVIL 303- 4~1-8'05o 1-1i-'t9 x>:; - 4 -z, '2. (p ~f-J fAt<, FROM: COPIES TO: J~n-04-99 01:01P v...,..,...",,').),> "U._'''' --'()~...0~J...;.O l:,.J-\ULl::_ I"'::Ul...r ~Jr""'''''L \..:U P.Ol .....'i4l..).t. lJ.::. I / E {/ H PRODUCTS, INe - (In. P",..r IlIv.n", - F.irt;,I<l. NJ 07004 . Q7~-n7.'4'4 . F.y Q7l-777.R1R4 DESCRIPTION: FORPLAX AD363 Vapor Retarder Film · TYPICAL PHYSICAL PROPERTYVALl'ES PROPERTIES VALlJES TEST METHOD ThICkness. Inches .0034 +/. 10% ASTM D-l 191 Yield, ,q ft./lb. 43 sq fr./Ib .../- 5% Determined by weight Brirrlen",,, T~mp~ratl)re, OF .. 50F .ASn-1 D. 1 790 Tem.!e Strength, PSI MD 2400-2800 ASn,1 D-!:id2 CD-1900- 2400 Elvngativn, % MD 150 ASTM D-882 CD 140 Tear Srrength. Grams/mil MD 55.75 /\.STM 0-689 (ElmenJvrO CD 100-120 Light Reflecnviry 100%, ... 0% ASTM C523 .10% Wave Length 440-700 Perme~nce of Film, US Perms 10 ASTM E.96 (Method A) · V.L. FIRE HAZARD CLASSIFICATIONS Official UL. bum of AD363 hIm: Flame Spread I 5 Smoke Developed 90 ASTM E-84 or UL-723 OffICIal U.L.compo5ite bum Flame Spread 25 Smoke Developed 50 ASTM E-84 or UL- 723 li~rrED WARRAN1Y A.U Nan-Y,a P/uG{ Corp.lFolpLu E..uIlU", I,a,. ("St;"II~., pft!.dllac..tl: prodlolad uncia canuolkd .quaJil)' S~4a"h .nd .l:'e....Uflt'lted (0 be frtt F,om d~(u:tt .... ,"1l1"',o..) ;1t't,j _Ol'"J..&-"'Iff,'p. 5dks will <luly rcpfllt 01 ",rl,~ ;~plu: Ai,)j'~ litm .....i.icb j, .b"""".,, oW' Jo&tuh,CClon ". be <ik~_. 5.:.111' win n(lt No '~~r,r.r,!jbk fe., dlloifl'l..l 0~Y-jtd (o(-J>.oh.". ""rl.oc:._nr -:of -I,.. fotpl"", AO~63 rUm ~\l14. . Sin~ l;Q"d..iUCIlU C, "'lllU bc).~ft,d dw etll'luol of .dl~t,.u risQ: r>f ~ ~t :USlUMd by dlt 1oLWl'. Spt,jfiaJJy, do ft,O( oo:pose Farplu ^036~ co o'olfdc>>t' ICtIvjtanmaus or hit" LN rm.nin.!: !~hri,,~ q."l. e<<n6 wlrholl{ I). V lensn Of fJftlJ IHtsdl.,u. Do "'Of: ;nrarU in .lrn.pe.r"f"Il<<$ bel"", "'}OCl F. The: fOlqc:ing tC<ComtntftthtiCl.l\r arc "or to hoe eon1lIlJ~ a.l "".:u:t~HQ' of ~y iUn.d. ~ ~~c:lrn.t..r1. rep:c)ClJtuj,l:. or ....en' of .sdlu U ..l.umMiud to g;.... '''r &lolUU>(<=l;; Qt ....u.""l)' <><her ~ 1I set Fonll ~CI'o'(" f.~.i...Nhr.,;bl;.11)'3 moli-tron 0, Item No. Series HSA-1 HIGH CANOPY STYLE WATER & DETERGENT SCRUBBING VENTILATOR, WITH INTEGRAL MAKE-UP AIR FOR USE OVER HEAVY DUTY GREASE PRODUCING COOKING EQUIPMENT. SPECIFICATIONS Cooking exhaust ventilator shall be comprised of an exterior welded hood with a full width scrubbing chamber designed to provide continuous water and detergent scrubbing of the exhaust air to remove the maximum percentage of grease vapors, heat and particulate matter. The scrubbing chamber interior shall be fully accessible and provide full access to nozzled manifolds and duct collar. Construction shall be 18 gauge stainless steel, Type 304, #4 finish, welded grease and water tight. Ventilators shall be UL Listed in accordance with Underwriters Laboratories Inc., Standard of Safety, UL 710, and fabricated in accordance with NSF Standard No.2. J The conveying air stream flowing through the scrubbing chamber shall create and pass through a turbulent water/detergent filter, which shall extinguish flame immediately upon entry, reduce air temperatures, and remove grease vapors. The cooled and cleaned air shall then be centrifugally dried before entering the connecting duct system. Grease accumulation. not drained away during normal operation, shall be flushed out by an automatic hot water rinse cycle when exhaust fan shuts down. In case of fire or excessive temperatures, heat sensors within the scrubbing chamber shall actuate a fire quenching water spray within scrubbing chamber. Optional Item At No Additional Cost Seven Day, Twenty Four Hour Time Clock Control Of The Exhaust Fan And Cleaning Cycle. The Continuous Water Filter Grease and Heat Extractor Ventilator shall be Moll-tron Series HSA-1 furnished with (fluorescent) (incandescent) light fixtures as marketed by the MOll- TRON COMPANY, INC., LAKEWOOD, CO., 80228. ~2~ moli-tron@ company inc. .85 South Union Boulevard. Suite 202, Lakewood, CO.. 80228 . (303) 969.6666 (600) 525-9494 FAX: (303) 969.6110 W//////////////////////////////////; o MODEL HSA.1 II - " ("A" DIM) ("B" DIM) EXHAUST AIR VOLUME See chart below for minimum and maxlmlm air volumes. STATIC PRESSURE 1.5" WGSP standard air at minimum air volume, 2.0" WGSP at maximum air volume as measured at duct collar. Add calculated static pressure for the ex- haust duct system. EXHAUST DUCT SYSTEM Ductwork must be liquid tight, fur- nished and installed by others in ac- cordance with applicable codes and requirements of authority having jur- isdiction. Air velocity in exhaust duct system must be a minimum of 1500 F.P.M. PLUMBING - See Typical Plan View ELECTRICAL - See Master Control Enclosure Data Sheet LIGHTS UL classified two tube Fluorescent. or recessed or pendent Incandescent. Venlllator Mln Air Max Air Hot Water Continuous Scrubbing length Volume Volume Rinse Cyde Of Exhaust Air Is In Inches (CFM) (CFM) Gat I Min. Accomplished By 36 750 975 1.53 Periodic Injection Of 42 875 1135 Cold Water And 48 1000 1300 2.55 Detergent. 54 1125 1462 Water Is Introduced 60 1250 1625 2.55 Through Two N02Z~ 66 1375 1788 72 1500 1950 3.57 Manifolds. 78 1625 2112 Detergent Is 84 1750 2275 3.57 90 1875 2437 Introduced Directly 96 2000 2600 4.59 Into Scrubbing Chamber. 102 2125 2762 108 2250 2925 4.59 When Exhaust Fan Is 114 2375 3087 Turned Off. Ventilator 120 2500 3250 5.61 Interior Is RInsed 126 2625 3412 With Hot Water At Full 132 2750 3575 5.61 Building Pressure. 138 2875 3737 144 3000 3900 6.63 ~ 114~ H.W.CONN. '~- ---I.... 114M C.W. CONN. ------w--------h-~~;.--~~:.::..--,-- -- HOiSECONN.j 1.lIr FPTDRAlN z Q .. z '" '" Q i> ~~ VA.... "A" DIMENSION - SPECIFY IN INCHES TYPICAL PLAN VIEW MAKE-UP AIR Shall be distributed vertically downward at low velocity through two perforated stainless steel panels within the air plenum. Supply duct collar size to be based on approximately 900 FPM velocity. See Make-Up Air Plenum Data Sheet for sizing Information. 54, 60 INCHES) VARIES IVARlES I ---w~i ww:11 ceLINa HOT r. 0" OR VEIllFlEOAS 20. SUPPLY AJR PlENUM FOR LOW VELOCITY DISCHARGE VERTlCAl..L Y OQWNVVARD Of TEMPEREOSUPPl. Y AJR PREPlPING FOR ARE SLFPRESSlON SYSTEM. EXPOSEDPlPlNG, NOmES AND ~STEt.t (OPTIONAL) 79~ (A) INCANDESCENT LIGHTS (8) ACCESS PANEL TO NOZZLES & SCRUBBING CHAMBER ,-, " " ----------------- , , , : COCJ(HGEl1.IA.EHT , , , (C) CLEANING NOZZLES (0) SCRUBBING CHAMBER (E) EXHAUST AIR INLET '10' " " Specifications subject to change without notice. MolI.tron Products produced under U.S. and Foreign Patents TYPICAL SECTION VIEW I HSA-1-0997 I prtnted in USA moli-tron@ company inc. .85 Soutll UnIOn Boul8v8rd, Suite 202. lIIkewoocl, CO.. 80228 . "'~ ",...,\ '~L. ~ . (303) 969-8888 (800) 525-9494 FAX: (303) 969-8110 Reck and Associates ~~ ~~ Architecture, Planning Interior Design 9605 W. 49th Avenuo Suite 300 Wheat Ridge. Colorado 80033 (303)431-8600 Fax (303)42"'6341 '1IU~^\~I~Ii011nnll~[1 , ~ 1~;'lr'I.I'y;rr'] 1 ...' I ,r .0,)\\ PROJECT:~ J ad/JlUWlese. nt"SA 9~~ c, TO: /l.Jkt:d .lYre 6(~/clMj ~I ATTN: ;j~ WE TRANSMIT: (X) herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: ( I approval ( ) review and comment (XI use ( ) distribution to parties ( ) record II THE FOLLOWING: ( I Drawings ( ) Specifications ( I Change Order I I Shop Drawing Prints ( ) Shop Drawing ReproducibJes II Misc. # OF COPIES DATE DESCRIPTION REMARKS ~ ~",,',.. ~$'I ~ ~~ D~'c-~/~ /~~~/- 91" ;&t lrl~ 9 -<:29- ~tI' FROM: -;Inn- A3d COPIES TO: ARCHITECT'S PROJECT NO: DA TE: ~". ,/13 . , 998 ( } information ( I Samples ( ) Product Literature Code Correction List October 21, 1998 Owner: Queen of Vietnamese Church Builder: C.T. Construction Address: 4655 Harlan Street Description: Tenant Finish 1. Second floor has a proposed occupant load per sheet TI-C of 1186 and only two exits. 500 is the maximum occupant load allowed for only 2 exits off of a second floor. 2. Second floor calls for "all others" (0 have an occupancy classification of A-3 with an occupant load of 658. A-3 occupancy is limited to less than 300. 3. Need two exit signs in classroom area 219-226 for when partitions are not used to divide rooms. 4. Sheet TE -2 is unreadable please provide another copy. 5. Exhaust CFM from hoods compared to supply CFM, there does not appear to be enough make-up air to meet the UMC requirements. 6. Sheet TM-1-3 are not stamped by a mechanical engineer or architect. 7. One urinal in each mens restroom is required to be handicap accessible. 8. Handicap toilet stalls require a 59x60 clear floor space that the door cannot swing into, change door to swing out. 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, !f}tJA Darin MOrg~ Codes Administrator WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box 507 . 3880 Uphom SI. . Wheot Ridge, CO 80034 . 303-424-7323 . Fox 303-940-0350 January 8, 1999 To: Darin Morgan Codes Administrator City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Plan Review for Queen of Vietnamese Martyrs Church,''''. . . .llllt"Wheat Ridge, Co., Tenant Interior Kitchen Mechanical Plans, Hood & Ducts (3) Dear Darin, After a review of the proposed plans for the tenant interior kitchen mechanical plans for the three hood and duct systems to be installed, it appears that the intake makeup air for the three hoods equals 3,000 CFM, while the exhaust for the three hoods equal 7,400 CFM. It appears that there may be a slight negative pressure involved if these figures are correct. I spoke to Tom Reck about the issue and he stated that the engineer had given him a letter stating that the difference is apparently not a problem. It may be that air is being pulled from the main building to make up the difference, I could not tell if that is true or not. If this is in fact the case, additional makeup air will be needed. The plans for the fire extinguisher locations are as I had discussed with the staff for the church. The issue of the negative pressure will need to be resolved. The issue of fire protection for the hoods is spoken to on the plans and will be done by a separate contractor. I believe you can release my hold on the permit pending your satisfaction of the air issue. If there are any questions, please call me at (303)424-7323 ~~ Dave Roberts F.M., W.R.F.P.D. cc:file WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence" P O. Box 507 . 3880 Upham St. . wheat Ridge, co 80034 . 303-424-7323 . Fax 303-940-0350 September 29, 1998 ),- To: Darin Morgan Codes Administrator City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Plan Review for Queen of Vietnamese Martyrs Churc~.I1'!l1' '. .. . ~- , Wheat Ridge, Co., Tenant Interior Finish. 4GC/S Dear Darin, After a review of the proposed plans for the tenant interior finish of the Queen of Vietnamese Martyrs Church located at 47 and Harlan, I am submitting the following information /requirements concerning this project: 1. The walk-in coolers and freezer shown for the kitchen will need to have fire sprinkler heads installed in the units. This will require a modification of the sprinkler system and must be done by a fire sprinkler company. 2. Complete information regarding the fire alarm system must be provided for approval prior to installation. 3. Provide plans for the hood and duct systems to be installed including the fire suppression systems for each hood. Plans must be approved prior to installation and the systems must be connected to the fire alarm system at time of final test and approval for hoods and suppression systems. 4. Security gates shown on the second floor must be openable under fire alarm conditions. 5. Fire shutters shown on the plans for the kitchen will need to be activated by the fire detection system. 6. Provide complete infonnation on curtains for stage area. Curtains must be flame retardant and have documentation as to flammability rating. 7. Provide complete information regarding flammability rating on carpet to be installed. 8. All air handling equipment must shut down upon fire alann activation. Resetting of the fire alarm system shall automatically restart air-handling equipment. 9. Provide plan for location offire extinguishers through out building. Kitchen will require three (3) 40 BC extinguishers. Five (5) pound ABC Extinguishers will be needed through out the remaining building. 10. Issues and or items not addressed at this time will be addressed as the need arises. Should there be any questions, the contractor can contact me at (303) 424-7323 to set an appointment to address the concerns. Respectfully, ~~~ F.M., W.RF.PD. cc:file 01/15/1999 17:22 3034226341 PAGE e1 ,. Reck: and A5.50cietes Architecture. Planf'llog Interior Design 9605 W. 49th "-"."""0 Sui(1I 300 Wh..t Rkiu.. Coloredo 80033 (303)431-8800 FIX (3031422.6341 ~~ ~~ fF~ 'irM~~~On t%[b DATE: JM-J IS', '\1 TO: r2A.J?d r.J litJl29tN FAX NO.: ~ Z'?S -(857 LOCATION: WIH:.xr ~'D'f;. ~l.O~, TELEPHONE NO.: i:;,~ ~;-s. -zg5, PROJECT: ~L1tu.J Of v'/~1J1lltflnl.. M 2-T<I'-S ARCHITECT'S PROJECT NO.: MATERIAL BEING SENT: Pe;l..W\ rr -r~ IJ If IJ-r E;\lM.. ~/f)tJ IJll1ZI V t; trT't. CJ~ T Number of pages, includinf this one: "'2... If you do not :receive all of the described material, please telephone immediately to: Senders Name; -rom p..eql- COMMENTS: (;o;-r I... CL-14 OCS o Itft~1.. 1==-11.) /Ci,-HE;.S. , ' 2C: 01/15/1999 17:22 3034226341 PAGE 02 ~~ ~~ ....... .-.cI AaocI... Arollltec:tuN, Plennina Intenor OuIgn _ W. 4"" A_ ..... 100 -1Udoo. CoIorodo _II 1301141'-1100 ""_1422-134' ~1E~@~~lQ)lUl~ DATE: TO: LOCAnON: PROJECT: PROJECT NO.: FROM: January 15. 1999 Darin Morgan City of Wheat RldlJtl Building Dept. Queen of Vietnamese Martyrs Community Center 9626 Tom Reck Construction Cost Evaluation I have reviewed the material costs and subcontractor bids for the interior finishes on this proJect With Cuong Tran. The material costs are $452.000. The church has sul)contracted With several parties for a total of material and labor of '135,600. All othe labor I. being completed on a volunteer basis. Please let me know if this Is sufficient Informetion for permit evaluation. Sincerely. Tom Reck BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * N t- II o lee Job Located at 115..5 /1-1r.zJ Pr> 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: /,) !<Ct':k:. <or frlp-f> u rol/ he! GJed",'cc..J /,.., e:lR.lk......h~ --- l2..s, V III? -I IF/''' .../- ~ . 11"..., Ch')r.;J, ~r:{J~ '<"0 <<....-.'/~ ()nJ/ /0 F/oq,r- You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date f-ze - 75 c&~ In or lor Building Dept. DO NOT REMOVE THIS TAG FORM WR6-22 ~.. DEPARTMENT OF PLANNI BUILDING INSPECTION .. ""' CITY OF WHE 7500 WEST 29 WHEAT RIDGE AND DEVELOPMENT IVISION - 235-2855 RIDGE AVENUE o 80215 Building Permit Number: Date: 7476 7/20/98 Property Owner: Property Address: 4655 rlan Street Contractor License No. : 1732 Company: Dover levator Co. OWNER/CONTRACTOR SIGNATURE OF U ERSTANDING AND AGREEMENT Phone : 790-8566 Phone: 790-8566 I hereby certify thet the. $8\ba'* dl~ll,"ces propos Y this permtt application sre sccurate, and do not violate spplleable ordinancas, rules or ulations of the City of Wheat Ridge or covenants, easemenIB or restrictions of record; th I measurements. shown, and allegations made are accurate; that I have ~ and agree to b e by all conditions printed on this application, and that I assume full responS\bl11lY fo mpliance wtth the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat I'lldg rd,nancas, for work under this permtt. Construction Value : Permit Fee : Plan Review Fee: Use Tax : Total: $32,170.00 $415.00 $0.00 $482.55 $897.55 (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: Install elevator at Qun of Viet church 'UILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Occupancy : Walls: Roof: Stories : Residential Units : Electrical License No : Company: umbing License No : ompany : Mechanical License No : Company: Expiration Date : Approval : , piration Date: pproval : Expiration Date : Approval: (1) ThIs pennit was _ In accordanoe WIth the set 10M in yopur application and is subled to the IawI 01 the Slate 01 COlorado and to the Zoning Regulations and Building COde 01 Whsat R do or any other _lcable onlInanceo 0I1he City. .(2) This permit shan axp/re II (Al Ihe wort< autho ,s not commenced Wlthln sixty (60) days from lSSUa date or (B) tha building auIhorIza<I is suspended or abandoned lor a pei10d of 120 days. i (3) If this permO expires, a new pennit may be acq i for a fee 01 one-naD the amount nonnaAy rvquired. provlded no changsa have been or witI ba made In the original plans and speciflcatklns and any n or 8~ndonment has not exceeded one (1) year. If changes aremlide or if suspension or abendonment axceeds one (1) year. full_ &hall be paid a permo. (45) No wort< 01 any manner shall be done IhaI win the natural_ 01..- causing a drainage problem. () Contractor shall notify the BuHding tnspector -four {24} hours In advance for aH inspections and shall receive written approval on inspection card before oroosad/lng with succe_ _ 01 the lob. (e) 'rhe Issuance of a pemdt or the approval of dn s and specIftcatIons shall not be construed to be a permit fOr, nor an approval of. any violation of the provisions 01 the building oodes or any oIhar onllnance. I i rule or fll9u1allon. Chief Building In ector THIS PERMIT VALID ONLY CALL: J;.~N_ SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR "....,933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th A VENUE BUILDING INSPECTION DIVISION PERMIT NO, 237-ll944 EXT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. \ \, APPLICATION FOR MISCELLANEOUS PE~IT 41~ ~ 11 T~ JOB ADDRESS -c l(,-V1 OWNER 'ft:l.vl')~(\ , rVlCl V\ CONTRACTOR \).AJe.'i ("_\-e.vc4=v') ADDRESS ~v?1 \ <; r'\llo+ (i/t'JJ ~ I,,",)rl (,;.> ADDRESS (0"'>14 <':, -e..----:.. CI y\.L ( 'w' \:0 'th -=jl ~t'~ PHONE ., -() ~ , 'lie:: ZIP CODE ':';:.:,. I \ Co CITY ~~~y\ ZIP CODE 0-'\'?c::> ONTRACT PRICE $ 32. /lc, ~ PHONE f " - - c V .- 't3c;~....,.. LICENSE NO, I. TYPE Ground 0 WollD Proi.ctinoD DlMr SorD Fac, 2, MATERIAL Totol $quore FHl SIGNS 3. ILLlJMlNATION Y..O NoD 1)pt Eloct, Permil Ho. 4, SET BACK FROM PROPERTY LINE N_S_E_W Zono_ ApprOYld.Z_Inl....lor (Soocil. wIlich it Ironl l D D 0 D DiIopprovtd I. TYPE 5011..0 More TIlon 80% OPlnD LIII Thon BO% Optn FENCES 7, MATERIAL HliQIlI 3, SET BACK FROM PROPERTY LIfE N_ s---'- E_ W Z__ A~,Zo", InIPIC'" (SpICily wIllch ;1 lronl) 0 0 0 0 DitapproVld I. (. \ {v1^\-<>'/ OTHER 2, 3. ORAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUOEDl REAR PROPERTY LINE ~ ~ + ..J ..J > > ~ I ffi ~'" ~ ~ SPEcn NORTH :!j ill IX ~~ FIlONT PROPERTY LINE STREET NAME SHOW DISTANCES FROM THE MAIN 8UILDING TOAO.JDlNING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGUlAR LOTS. SHOW ~ DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLU'v1B1NG, ELECTRICAL, MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON \.tlLIOATION 8Y THE BULDlNG INSPECTlON DMSION. PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE IF WORK IS NOT STARTED WITH" THAT TIME. ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE NO, STATE LICENSE NO, AWMINUM WIRE UNDER SIZE B ILLEGAL FLOOR BSM 1ST 2ND 3RD 4TH NO. FL€L,Cln:ItOlltIGoiIOlI EIteIS"'" NO. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - 8TU NEW SERVICE - AMPS BATH TUB STEAM - 8TU CHANGE SERVICE -AMPS SHOWER AIR CONOITIONING -8TU LIGHTING SINK OTHER HEATING GARBAGE DlSP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER "I"i...,onl Grouo UTILITY (RANGE, DISPOSER, ETC) AUTO, WASHER Poundl Choral FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS lli CONTROLS FLOOR DRAIN I ELEVATOR SIGNS URINAL TRANSFORMERS lli RECTFIERS SEWERS ADDITION TO OLD WORK OTHER , MOTORS OVER I HP TOTAL FIXTURES REMARKS (\. \ .\f n' vi \J ,L -\ V\(.A.IYU '-L cS oual. f-.\!.ld'II" 'Pc'M,'h I hereby acknowltdOI thot this applica- tion II correct and understand thot I cannot ..ort this project until this appli- cation i. approved. I shall comply W1ith the 10wI of 'hi S.al. of Colorado and to the Zoning ReQulationl and Building Code of the City of Wheat RidO" Any violation 0' the above term. will COUll immldi,',' revocation of this permit 'I . (! ,I /F{'J /( , ,../(, ~, ~ ofll. S fila , PERMIT FEE USE TAX TOTAL FEE NOT VALID UNLESS RECEIPTED ~}J. :55 $ -o.M" APPROVED DISAPPROVED CHIEF BUILDING INSPECTOR,Cityof Wheol Ridge Date Issued CALL 237-ll944 EXT.255 24 HOURS IN ADVANCE FOR INSPECTIONS r~l l1, ~ )\~:: -.' "~:l..~ ... . - ... ..........- -......., \: CQNC. ANCHOR AT PIT LEVEL ! : '22 - BRACKET O'A'l -1l ~. YP ,JJ -- . A MEANS TO AUTO"A TICALL Y DISCONNECT THE MAIN LINE POWER SUPPLY TO THE ELEVATOR PRIOR TO THE APPLICA TION Of' WATER IN THE I!LEV. MACHINa! ROOM OR H01STWA Y WILL lIE ~~rsNl~Bl~HE ~'CJ:Iil:FC~~~W~. TYPICAL BRACKET MOUNTING ALL FLOORS ABOVE PIT A "IN OF 3....'.. (OR ..-0- WHEN "ACING EACH OTHER) REO'O IN fI"RONT Of ALL ELECTRICAL PANELS. FINISHED FLOOR 2 IPRIMARY ,.. SERVICE I LOCATED AT flit t "/ALl AT rut 2 f'INISHEO f'LOOR I -- ~ IL . I!j , ; i ~ ~ -- + /TOP GUIDE RAIL 8R~CKET TO BE INSTALLED 1oe....3 ABOVE FINISHED FLOOR IN OVl!AHEAD. STRUCTURAL SUPPORT TO IE PROVIDED BY QEH- CONTRACTOR.. ~-I'" r OIL LINE FROM TAN< TO r SHUTOf'F VALYE. \ r OL LINE (..1M WALL) fl'AOM SHUTOP'f "ALVE TO .JACK I \ 11'11 U!U \n I / I - T i . 0 . :. I ~ ~UJ M :)~ r- 8L Q. I W(f) ;-,1% SEE NOTE L.J, I 12 DISCONtECT SW..7 SEE NOTES 5 &, " "",- 6~ i I ~ I ~ (.) m.J~ cwu O>...J :t:C~ .....CX - ...... .. II :a ffibJ. ~ m>>~ _ COO_ e) U Q.. ...J :r I ,,0<"" Co . ..... J o ...... IL.j~t- 0:> :t ~ IL~S! [FIN. .....~:I! T II ~~ 2'-1) 31~ ~~ 11%1 ~.. 2 ~ fL EPH ONE , CONNECTION ~ "SEE NOTE 1 I __= CJ Z Z '" ~ ~ . UJ "e9~ ~i ~~ . ....J i (J FLA. L . . I ~ ..- 6'-5- MIN. "F- fliGHT, SWITCH ANO CONY. OUTL.!T BY GEN. CONTR. I h:tL 6_ ......".,. Zi i~ )(~ ;>8 M r; I j HEA T LOAD IN MACHINE ROOM DUE TO ELEV. EQUIP~NT - 10135 BTU.lHR MACHINE ROOM PLAN LOCATION: AO,,",ACENT AT LEVEL 1 .....4-- I IMPORT ANT I PER ANSI RULE 101.2~ ONL Y MACHINERY AND EQUIPMENT USED IN CONJUNCTION WITH THE prUCTION OR USE Of THE ELEVATOR SHALL BE PERMITTED IN THE ELEVATOR MACHINE ROOk ALSO REfER TO ANSI RUlE 102.2: INST ALLA TION OF PIPES OR DUCTS CONVEYING OASES. VAPORS. OR LIQUIDS IN HOISTWA YS.l MACHINE ROOMS. OR MACHINERY S,.. ACE S.. i i " LU Z ~ Z .. lLI ~:I:II~ ~~ ~ ex (IS r-- c: Ie UJ z d i === ----,--, IB\ 3' 8" === '01 _ SUMP PIT W/GRAT BY G.C. "" "'" " <a> 3'-8" - r -- -, ~rt-t-+-- " L...........J LO /- - . ~- o I M ELEV. 1 ~ ~~ ~ I 'f ~ k (.) N ~ -- I PIT DETAIL f"NHD ~ \ r TOP at' I"N!!lH!:D fII..()M f:TCP OJW CXHI1ETe '-, I ~ \.. .1 FN5tED Sl.M ~~ -. fI'L.OOA CDOErE K fT 1:lI!CI<ItG.. .' .... K ......-r N<<::ttM -........ .......- I TOP " ;~.: .'"'. =-.:J T ~ TC>>' Off IDEtFy \.~ axEat' ~- \.<1: .....-nM.. .....-nMV IV DOVER -- t..l.. /,1 I'" REQUIRED ~ CYLINDER COuPL~ I 0.0.- 1 1/2" 1 --L. f 1:1 -:! Cf2 f'Aa1A I FASCIA ALL fL0C8 MOVE PIT RAIL FORCES AT PIT LEVEL SECTION VIEW NOT TO SCALE SILL SUPPORT DET AIL Fl · 275 LIS. "2 - 185 LBS. t' =;= ~ ~..--- ~ === >- ~ .113 w~ ,= Ie ~ ~~w i )([~ r.~t=~ XCC% u~(,) . . 0 C .to..J J: FRONT WALL THICKNESS AND TYPE AT EACH LANDING FLR THKNESS WALL TYPE 2 7 t/4"fm DRYWALL 1 7 1/4"~DRYWALL r--c TO C OF TARGET t HOLES - 61-6 5/8A (~ TARGET HOLE .& (f) ...J < a: I.U c 5 I ~~i1 ~I ", I r~ .. ... , t 1/2-" r--EDGE OF PLATfORM I 13/16"--4 ---FACE OF RAIL FORMED GUIDE RAIL INST ALLA TION .. - RAJl. BRACkET ~Tt<<l SURFACE i If-SEE NOTE I n~ - - .... I <a> · 1/2:" l-= FACE OF RAIL 3' _OA CLEAR OPNG. U" <& AT t & 2 ~.-O. ROUGH OPNG..,: T <a> 7'-." CLEAR HOISTWAY {8.l 3'-8- 3'-8- (B) -(A) s'-r BET_N OUlDl!S r,.....1 1/2" t.JACK HOLE 1 1/2.:.-1 e:t ~ s'-o" PLA TII'ORM t;; . (8l 5'-1- MIN. CLEAR INSIDE I ~ I SUMP PIT W/GRAT BY G.e. ~ ~.'1.1 SEE HOTE73 :.' r f BtJII'FER f BU~.~~ .., !"1 r----- , ~ ~ I I I I I Q I I ,Jt.J1 -+-:-+I-~t- ~~ I :'-6" 't.... I'-a! ,'t; I I- .J. -t 1&1 I l_ ..... ..... ..... ..... ..... ..... J CRl--'" f)" t' ~ CAR STATION -' ELEV. 1 I ~.. I 't I I I,q, L!:J ~ ~ I I i I I MAXIMUM UNSUPPORTED RAIL BRACKET FlOOA-fl'LOOR TRAVEL .-J I SPACING - t9'-8'" tE~ -":Ava ::=: :~~: ~ , I. TOP O.T. + ,- ~I BOTTOM O. T. + 10. TOTA&,. TRAVEL 20'-8 112-181 ' HOlE: r [EfAHCE .,..... > I I'LOCJII LEVELS EXCIEDI --Jill - ,....-. ~~u:t~ [ ~~I i l~':oJ.J~J'. J~. IIIL80i (~ TE.) PIT STOP SW. BY DOVER r ! : >~~'-6- AttV. fFlNJSHEO fFLOOA. I ~~~/t \ -+- (j) 9 .ZS I . ~ ~ I :..-- ~ MOUNT J'A1L fJRACKETS ILL AT 1'-0 BELOW EACH _ ...... r I FINISHED. P'LOOA LEVEL, , ~ PIT LIGHT AND r +. 1 OUTLET BY G.C. ...... ...- _ _ ... ---1 (SEE NOTE . ) ~ t OL LI4E '/*' SUMP PIT W/GAA T I · v BY G.C. ~ ~ \1 ~(l i ~ \- f6 )( 5'-0- :ONG ~ ~ ~ PIT CHANNELS ~a 1ft ! AXTERNAL CASING t 5 ~,/' TYPE: pvc ~ ~ ~ 3.-6- <a> 2'- U" <a> HOISTWA Y PLAN -. ~ " .., -6 I ~ en &II ....I W Q >- a::c i en ~)ow a: ...cC..J XU12..J ~~ ~ ~ 0 !i ~ :;) ILl u.. % 0 ~r~ 5 ~ i ~ za.cnQJ ci I~z c c .,;: 2 ..J 1D .... an ... t: ~... ~'r~ a. · · · -9.J in It) an . '" f') -!.. -- ==- .. --...I .. . " - - . ... ... NOTE A: OL PIPE LINES AN) FITTINGS SHAlL BE PROPERLY SUPPORTED TO RELIEVE STRAIN. NOTE 8: ALL REACTIONS INCLUDE ALLOWANCE FOR IMPACT. NOTE C: DOYER ELEVATOR SYSTEMS, INC. TO BE NOTrlED OF ANY CHANGE TO ELEVATOR HOISTwAY OR MAtHIE ROOM DESIGN.. NOTE D: ELEVATOR DESIGN , FABRICATION BAseD ON ESTIMATED CAB WEIGHT SHOWN. LAYOUT APPROVAL "ILL BE CONSTRUED AS FINAL CAB \lEIGHT. UNLESS OTHERUISE NOTIFIED. OILD.RAULIC ELEVATOR CONTRACT OAT A TYPE: rrLEETWOOD 21-H (JIJ I ELEV . 1 SPEED: 125 FPM UP 150 FPM DOWN MAX. I CAPACrrv: 2100 tA) OPERATION: MICROPROCESSOR DMC-t CAR ENCLOSURE: DOVER CAB - MODEL DLP DOOR TYPE: ONE SPEED - RIGHT HAND PLATFORM THI<: 3 3/8- FINISHED FLOOR: BY OTHERS TELEPHONE: BY DOVER I PIT LAOOER: BY DOVER POWER UNIT: EP-95 25 HP POWER SUPPLY: 208V 3PH 60CY 161 STARTING: ACROSS THE LI.e: GLOPU: .796 I GLO.J: .550 JACK MODEL: '-S STD OVERTRAVEL: 9- TOP to- BOTTOM PLUNGER 0.0.: ..375. I WALL THK: .2I7S- CYLINDER 0.0.: 6.625A I WALL THK: .219. NET AREA 15.03 sa IN BOTTOM CAR RUNBY: 6" I CAR BUFFER STROKE: 2 1/2- BETWEEN PIT FLR. .. CAR BOLSTER ON COMPRESSED BUFf"ER: 2'-. 1/8- BUFFER REACTION (TYP. AT EACH SurFER) - 1670 LetS. EST. WORI<INO PRESS. 351 PSI CAR 19-2.02 f"ORtED L..-.J IS-'..' f"OAMED L..-.J 1 S-t.'3 f'ORMED L..-.J FRAME 1...01 ~AD 1-17... BOLSTER 1-1,,68 ITLI A-tiS ltOAx6 x2 1\-2.03 701\)(8-)(2- r- 1.03 t-tO GA. THE FOLLOWING CONDITIONS MUST BE MET BEFORE INSTALLATION (S STARTED, AND ARE NOT INCLUDeD IN THE ELEVATOR CONTRACT: 1. A PltHJ. PROPERlY VENTUTED HOJSTWAY tACCCRllNG TO CODE All) SIZES SHOWN)' 2. ADEQUATE SlJPP(RT FOR JACK. 8UIE RAIl MACKEl!. AND .....OS .. AEACT10NS SHOWN ). 3. HOISTWAY BARRICADES AN) ALL CUTTING AND PATCHING TO INSTALL HOIITWAY ENTRANCES. SLL5. HALL FIXTlRE5. OIL Aft) ELECTRIC LINES. t PIT LDfTS IN) gnat CXJNENEN:E 001lETS WITH C7a fW)lEC~ PER fEe. PIT L..AIJER PEA CAR (ACCOADING TO CODEJ. NOTE: tlJST IE CLEM rI AU. B...EVATOA EGlIPMENT. 5. t'.EIEATED Ja) va... T.IS II'P. !ERVIE. IUNi "'" TB..fPtDE CR1IT \It!N IIIIRD. TO TEJHW...S ~ EACH AEWRBl comn.LER (AS ux:ATBl CII PlAN YEW) P'CI1 THE ALUIINt - CAR LIGHT AND ALARM CIRCUIT UlTH Oftl PROTECTION PER NEe - GROUP CONTROl WtEN REGlIAEO t<<JTE: f' STANIff P<IIER IS SlFPLED TO ELEVAT~ CM lDfT N() AUIIt CIlQIT AN) GROUP CONTRa... SERVICE MUST E STNI1IY POWER BACKED. 6. POWER feEDERS (COPPER WIRES. TYPE RH AND nil) TO TERMINALS Of EAaf POWER CONTRC1LER SHAll BE SIZED ,~ : 1Ml-N-PS STARTING ClIIENT WITH A MAX. ALLOWAlI..E VOLTAGE I.'RJP t:I U& lIL-AfIPS I"U..L LOAD CUR!NT WITH A MAX. AU.OWMILE VOLTAGE DAClP 01' IlL 1.I....-...AMPS RATED aRENT WITH A MAX. ALLOWABLE VOLTAGE DAClP cr IX. IBRANCH CIRCUIT DISCONNECT SWITCH .w.L IE SIZED fOR: itil...-Nt=t t04TIE DELAY FUSE OR awL- AMP TtEfIlW... CR:UT fI'EN<EA CA WL-AtP a.w... EL.BeIT l!f! IJ!.AY fIII..lIE. BASED ON 208 v. 25 tF L OEM. CONTAACTM MUST FClNAAD POWER REQUIREMENTS TO ELEC. C(JtTRACTOR.. 7. AN ENCLOSED MACtINE AREA ( ACCORDING TO CODE ). WITH ADEQUATE UGHT, HEAT. AND YENlU nON ( MIN. SG-F. MAX. too-F). NOTE: MUST PROVIDE ADEQUATE DOOR sIZe TO AlLOW INSTALLATIC* f6 EQUIPMENT. OR LEAVE WALL OUT UNTIl EGUPMENT IS IN PlACE. e. ~R:CCJ:-~"~N~~ ~~ ~::l~~F= ME OPENING. FB..L IN AROUNl fANES AfTER TtE FRAMES ARE 9ET. 9. POCKETS IN CORRIDOR WALL ( PER fIXTURE DRAWINGS ) fOR HALL fiXTURES. NOTE: KtST BE LOCATED AS DlECTED BY ELEVATOR CONTRACTOR to, SMt~E Sf;NS(I'S ( AS. REWIRED l- It cotQJIT AN) WIRING fROM HOISTWA Y TO ELEVATOR tOffTORIf<<1 PANELS ( fOR SECURITY. LIfE. SAfETY. OR FIRE REQUIREMENTS ). 12. PIPE SLEEVES. TRENCHING. AN) BACK FlLUNG FOR 01.. AND/OR CONDUIT LINES AS ~ eM LOCATED BY ELEVATOR CONTRACTOR. 13. A 2. -(j SQUARE HOLE IN PIT FLOOR F~ SETTING Of JACK AND FILL WITH CONCRETE AFTER JACK IS SET. CAR STATION: IMPULSE FIXTURES. PUSHBUTTONS MARKED 1.2 DOOR OPEN AND CLOSE BUTTONS. EMERGENCY STOP SWITCH. ALARM BUTTON. FAN/LIGHT SWITCH. EMERGENCY LIGHT. TELEPHONE BOX. PI. FIRE SERVICE INST. SWITCH. BUZZER.JEWEL.CALL CANCEL CAR RIDING LANTERN: STRIKE HALL fiXTURES ~()(R) REAR WIDTH HS-BUTTONS-DWN 2 2 7/8- HS-FIRE-INS-UP t 2 7/8- POCKET HEIGHT 8 t/8- U 1/8- ~ABOVE DEPTH FIN. FL THRU .t 3/1- THAU ~I 3/.- ,..- i; ,. -.11 - 3/tOJ I rBl f~ MR 1/21; ~ (A) i~' JON A - ITTE A 000 21 MA DA TE SYH. REVISION BY DESIGNED PER ASHE At7J 100 NOT SCALE THIS DRAWING FOR: QUEEN OF VIETNAMESE MARTYRS PARISH I ELEV . I ADDRESS: ..7TH.. HARLAN ST. CITY: WHEATRIDOE. CO ARCHITECT: RECI< & ASSOCIATES GENERAL CONTRACTOR: FRANSEN PITTMAN ELEVATOR CONTRACTOR: DOVER ELEVATOR COMPANY DENVER. CO THIS DRAWING AND ALL .....ORMATION THI!N!ON IS THI! ..~II!TNtY PROfll!l'tTV Of' DOVER I!LI!VATOR SVSTEMS. INC. Ate) MUST NOT _ MADe PUBLIC OR COPIED. THIS DRAWING IS LOANED SUfJ-JI!CT TO RETURN ON DEMAND AND 18 NOT TO BIE USED DIRECTL V OR INDJAIiCTL Y IN ANY ~ DETRIMENTAL TO THE INTEREST 01' DOVER ELEVATOR SYSTEMS, INC.. I 11'.: :t.ELEVATORS DOVIIILIVATOI SYSTI.S 00lN-OtA ~"-H 0" TE BRN<<:)i Ja3 N.IIER MR 12/2/97 034 EJ-0602 lJWIN) t<<l REV. SlEET NO.. OLOt94 ~ t f7 2 . . ~ "" ..... :B . . ~ 1 T I RAISED DOOR ~ A'O IVNSOLI ." , WALL LINE · + 3 1/2. ILL !Il..fIP01T rt_ SECTION NOTES THIS fRNE HAS A 1 1/2 HOUR -UL - LABEL.. ,..OR DRVWALL DETAILS. SEE DRAWING -147585. ALUMINUM SLL TO BE .......0. MAXIMUM WHEEL LOAD fl'0R ALUMINUM SILL IS 900 LBS. i I ; ~ , ~ Ii! I I ~ ! I ~ ~ ~ i ~ fIl..IXI1 fIID4T ..". 2 I ~ 4'.q ROOOH OPENHG WIDTH ROUGH OPENING"," ~ OPENS LALOCI< KEYHOLE ENTRANCE ELEVATION ONE SPEED RIGHT HAND DOOR & ELEV A TOR 1 (FRONT) WMJ. nPE PIDIT REM DRYWALL DRYWALL WIU.. SIZE (FFDrr) MIN. MAX. ~ ~I ...... ~ 2- FACE -, <a) FACE -, 11 r 3'-0- CLEAR OPENING A-11 r 3/4- f ~ ( T ~=; 3 V~ SILL LINE 5- MIN. 2 RIGHT HAND REQUIRED A T FLOOR 1.2 (FRONT) r-, I I I I I L_J AC1'lML DRYWALL TYPE FRAME HNJ.. MATION ./27/1 X 8Vr AT fLOOA 2 ., vr "" HNJ.. IT ATION 2 7/r )( It vr AT~l .s 31. N'fI U1 I ~ tn I WIU.. SIZE (REM) MIN. tWC. ft FAME FINISH PIDIT REM .. STLS .. STLS [)(XR FINISH PIDIT A!M ... STLS .4 STLS MR SYM. REVISION IY DESIGNED PER ASHE At7.1 00 NOT SCALE THIS DRAWING FOR: QUEEN 0,. VIETNAMESE MARTYRS PARISH ELEV . I ADDRESS: .7TH It HARLAN ST. CITY: WHEATRIDGE. CO ARCHITECT: RECI< , ASSOCIATES GENERAL CONTRACTOR: fl'RANSEN PITTMAN ELEVATOR CONTRACTOR: DOVER ELEVATOR COMPANY DENVER. CO THIS DRAWING AND ALL 1Nf'0000TION T.... .S THe .........T PROPERTY OF DOVER ELEVATOR SVSTEMS, INC. AN) MUST NOT _ MA" PUBLIC ()lilt CO....D. THIS DlltAWINO .8 LO~ ....CT TO "'TURN ON DEMAND AND .. NOT TO .. uao DIRECTLY OR IND..CTL V IN ANY ........ DETRIMENTAL TO THE INTEREST 011' DOYER ELEYATOR . V.,...... INC. OOIM-IIA .ELEVATDRS DOVII ELIVAT.. .V8TI.. DRA~ DATE SRANCH JC8 tUIEA MR 12/2/91 034 E J-0602 IJWaG N). FEY. 9&T NO. ENOl94 Ii 2 (J' 2 '.:,....~' ..., Ne~ u->c,~ In.$('edor Cen-:;f,GD-+rc'ro ~ <4-n-fOrrn a....1-,On tfi>rn ~~24- is NEWKIRK ENGINEERING Consulting Structure! Englneerlng eoe DIttmer Avenue Pueblo, Coror.do 81005 719-56e-7755 July 24. 1998 Mr Tom Reck Reck &. Aa800iatCls 9605 W. 4!fb Ave, Suite 300 Wheat Ridge, CO 80033 Re Queen ofVj~name8e Mlutyn Church JurfIllltlrlMI1ll<<;,i Wheat Ridge, Colorado Dear Tom: During the oourse of construction I observed the foundation fonnwork and reinforciD8 steel for this project and found them to be in oonformance with the drawings and specifications, A number of steel beam connections were field welded In lieu of the bolted connections indicated on the contract doouments, I have ob&erved these CODnllCtlons and found them to be acceptable, The roof beam and column COIIIIIlClIOllll made on column line 3 between linea F and M were ob5Cl'Ved and found to be adequate, Tbe balance of the $l1'Uctural steel framing for the project appears to be in eonformanc;e with the contract ~5, Please contact me If you have any questions or In may be offutther asslstal1\:e, Sincerely: ~\\\"\II"""""",, NEWKIRK ENGlNEERIN ,..t..~p"E~fe/.r>~ .:;.o~.1 R ..c?~ A!:2 /A .>C"" ~.f.!:.1 P' - V'W- :: !~ 23835 iir" i Paul H, Newkirk, PE \l~ 7/. 2$J Principal '~cl'~~~i~#'" ~O"A\.. \:111"" Mr. Don Chambliss I Fran~IfWtman Mr, Tim Campbell I Fransen &; Pittman co: .- ... ..., . ... PLASTIC SHEETING FOt< OOND ~AKEI< OFT .1. ~. ff ",;1<'1 :/f C . '{II; VI N: \ORAWINGS\OETAILS\ISLAN02 Tue Dee 24 10: 53: 11 1996 ef DAVIS Tll.e !<ED FJ~ MesH CONCReTe i' (3'(3'1 .i -S '. 5'1 - 2L .... 4. .d' ." .- - '. <I! .<1:_.". 8' OUTFALl. CURe t GUTTEl2 J T 5UI3GRADE COMPACTED TO Q5'1 OF MAXIMUM DENSITY IN ACCOI<DANce ~ITH AA5HTO T.qQ CONCRETE ISLAND SECTION A-A IClT 10 ...... .i 4' T CONCI<ETe I I. b' CONe. CURe (8 Y OTHEI<Slf--Ll . ..13' . T ",." e/ ..L CONCRETE ISLAND SECTION B-B NOT TO ~ ..-- = = = = = = = =i (r.:=-------- II '-========= '---------- B 18' A R.I.5' I R.2' . B R.I.5' A SAWCUT CONC i PeR CONCRETE ISLAND DETAIL IClT 10...... ISLAND2.DWG Cc{ s?:;r:::::N~ ,.7?k S-':ST~.M :?:?':::SS:';.:-2 ?3S~ II .:;" i.='-=": u~_=::::N P?2SSD"?2 :::3E:r= ! I =:00;) & D"CCT S~::?2SS::C:~i S~S=:::2-:. :z=:=:S~ I I :?I?2 ~7.~-==.1:! 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""'P</I'C<fI_ol R""~tiot>NIJ.890"0267o',J.,(ft:n""C<>u<llyR~~SOO"8'4S"E: Q/oJ!9t".,"'"llin..o'~dPorcdl"tIl.PN.t'~'R_........CQ'!ttrMl"'9 242.JoU} sqlJ<>"a I".., ",5.S6J" <;<;rQm."."'~.. tl (,t:;5' N vtr/vtJl1 Ol.LNER.'~ CERTIFlCATICf\!. CdcIar.lIC>t\ or f'lamed eurldlng ~ """~. ARCIoIDlOCaE Of' DENYEIlt . COl'll"Ofi!ATIClN.!Cl..E h5veeuColllt1.<<:l a Flamed eurlding ~ Plan rOl' _ CIty or ~L ~4'. appreoval ~~1!1 :::T~:;~._r_2&. C). for ths '-d llJ.lE1:EA!J,t.lwCltyor~~,""..~..ldpl... NCW. t.heroSl"Cll"oS,l.pclfIl'IMl aF'F"'O"al Dr _ PltlnMd Elr.llldrng ~ bl:J ::~~~~~~r.:~r:~~nDttha~ ~,-F~-==Df" ::.=::t~~/ir~~~~~.=~~~ ",14M tJ'w: plan r. ~rodDned...--..:t.d 01' .,lthr;ra"", ltl vrtll'oS and dul!:l ~~ ~=~~~=::I~~,:~nd';r::~~;:' -'-~......~"~~ ey, "?t. ~:J/ CNam.or RA l't.JG:NES .. IN FACT FOR CI-I~J.Cl-l.At"UT.~I&I-lOP A"T'TEetT, .dt~ 6TATe OF CO\...ORAOO ) 'SO CITY . COI.NT'T' 0" DENVEIi! ) ... ""' "l'~"""'~'", t.J ~. UJ4/k.J Nt:7t.a'1;lP\.lbllc ~ ~c.:.m.rlMte>n~1lw6, DlFOECTOR OF.FLANNING AND DEVELOPMENT ~i~E:!!!JfI!::_ - ~ FlANNING COMMI:S:SION CE~TIFICA TE n.I.I6t.D<:e'trl'!::lt.lw..rthl"pl.t....~.~bl:JtI-. I"larwllng CDnnrIMtDn cr v.. crt!! Dr lI.heat I'O:lclg.. Cc>lDl'ado. "'.~ ~.~~ c~ t ~dg. . O'IIIrrmMI cr .mr"!3 CDmllulDn MAYOR'~ CER.TIFICATE 1W. r. t.D C8'1.r~ u..t u.. Clt!L'!!..u..at 1i!I~" OI'''do, ~ l!ICtle>n Dr !I.6Clt.yCD\.flclldrd.,.,tJ'w:~!:IQr _ . ;;.,~= u.:I.pprc~ve tJ'w:rl:L ftl, _dedlC4~!_ M,", ~ ATTE6T, '..- CLEFO!K AND FeCORDER'~ CERTIFICATE .sTATE OF COLORAOO ) 'SO CO!.HrY"Of'.lEA'ER$CtoI) r "-q~t1l'!::1tNtthl. Pllltr' n~ rn!1'lCJfTI....tf~ dclc:>cl<.f!lII. DI'lttw..!ll&!:Ic' ^f.' .~..!.8 ,.rdl.dul!:lr_~ln PI""FIleo..*f:Dst,W""ld1 $//-- ..' ~~:}~. &-.0.;2. ~~~" ,. . o'.~.."?,~::i'~ 'is'';., -"'j_PA_:_ .L.:..-J"~;~g~I^A.. D.puty :~{: :,~~ l.'\ ':.,J" \:-f.sv'~>i.! ~W~%~.'O-' "~;:-~i~~r" ."~7'_ ';---'~'--':- ~- ~~ l"lEeeNT PROP. 1..~ D16T.~ ~T__ "-'~"'" - '-..",:-;' N!I2'.0Il'Y1Zl&'W 00_ n'~ ~ FROFOSED W~ W~ ~ LOT 2 , 2 ~TORY SlD'G. . . 0- W ~ '" D -' -' <( 'll ~ ~ ......' ( I .. ~t- ~~:''''- elD'G:..A ~ W ~ Iii ~ Ii <( (' . d .1 " . i -& . ~ " w ~ ~ l BLD'G. . e EXI&T. <? o€> ~ ~ L L . L 2 ",..-.allP'C'e. &~.-.a1ll"'C6. -& .J ~ 1 '1J> . ...... $TAl...5k3H aLD'a,. ADDITION EX1~T o€> o€> eL.D'G. . C EXIST ~1ElD:I8T.~"'" -~- -.. o SITE PLAN """'~ - o ...... ..-J: ...... ,-S -~.... == CONDITlCiHA1.. UM: P'S811T NOTE&. .(i) @ @ ext&TNS FENCE TO lee lIl2PAll'ED \lIoERE I'&CED. t-6Al.1..& &1JEET MAT NOT I8E 0PeEt> FOR WI-lIt::Ul.AR mu:FIC ~5& a= ~ ACaI.II&lTIQN CP eFlTE &TRIP. ~TGRr:;II.NOTOeeOf'eolf'GllltNeI;';lre~'~X" uee. --- ~~ ~~ Reck and Associates Architecturel Planning Intenor Design 9605 W. 49th Avenue Suite 300 Wheat Ridge. Colorado 80033 (303)431-8600 Fax (303)422-6341 !Mil ~!Mil(Q) MIN][Q) Q)J!Mil DATE: TO: LOCATION: PROJECT: PROJECT NO.: FROM: June 8. 1998 Merideth Reckert City of Wheat Ridge Planning Dept. Queen of Vietnamese Martyrs Community Center 9626 Tom Reck We are requesting permission to modify the location of the trash enclosure and the mechanical equipment pad located on the north side of the building along 47th Avenue. Enclosed is a drawing of the changes. The service drive and parkinll remain in the same location. The trash enclosure has moved to the east side of the servIce parking and the mechanical equipment enclosure has moved eastward closer to the service parking. The buried ice storage tanks have shifted to the west along the 47th entry drive. These changes are necessary to accomadate the relocation of the fire hydrant to the east side of the entry drive and the modification of the water service to the building. Please contact me as soon as possible as we are close to installing the tanks. ~~~ ~ ~:~k .:.. I ~~ .:.. ~ ~ c:"J b~ ~~ 1351=0" =0" & ~ I - ll) ONe ------ URB CUT EXIST. E GE ------- - ----- ASPH L -----~ - - -=- - - ---=- - - -=-~ M PI ONe PAVING ER ICE ( Ie) TRAS~ (FUT. ~ \ / - ~-'- / "'- / "'- ~ \ \ / \ / ---...-/' ---' ~E ~ -1( *"""x~->*-- -- --. I I I I I A ~~ ~~ Reck and Associates Architecture} Planning Inte"or Design 9605 W. 49th Avenue Suite 300 Wheat Ridge, Colorado 80033 (303)431-8600 Fax (303)422-6341 [RJjJ~[RJjJ~~[N][Q)UJJ[RJjJ DATE: TO: LOCATION: PROJECT: PROJECT NO.: FROM: June 8. 1998 Merideth Reckert City of Wheat Ridge Planning Dept. Queen of Vietnamese Martyrs Community Center 9626 Tom Reck We are requesting permission to modify the location of the trash enclosure and the mechanical equipment pad located on the north side of the building along 47th Avenue. Enclosed is a drawing of the changes. The service drive and parkinQ remain in the same location. The trash enclosure has moved to the east side of the service parking and the mechanical equipment enclosure has moved eastward closer to the service parking. The buried ice storage tanks have shifted to the west along the 47th entry drive. These changes are necessary to accomadate the relocation of the fire hydrant to the east side of the entry drive and the modification of the water service to the building. Please contact me as soon as possible as we are close to installing the tanks. ~~~ ~ ~:~k ~011 ,E ~ '::'::J ~ iC/ .::.~ ~o ONC ------ URB CUT (Fur. LlJ \ ) /-~/-" I ~ \ \ ) \ ) --- ~ -- ..-/ .bQ!'2l2: L I =~ 13:;'1_011 E:XIST, E GE ---~----- - ---- ASPH L & ~ u - U) -----~ - _ -=- - - --=- - - -=-.f) ONC PAVING ER ICE ( IC) TRASH A -K :*-X--->(---:l'l-- - --aJ I I I I I 2617 West Holden Place, Denver, Colorado. 80204 BONTJ:EB FJ:BE PROTECTJ:ON XNC. FIRE PROTECTION ENGINEERS AND CONTRACTORS TELEPHONE: 629-0221 AUTOMATIC FIRE SPRINKLER SYSTEM HYDRAULIC CALCULATIONS FOR QUEEN OF VIETNAMESE MARTYRS ~ HARLAN ,/r,~ WHEAT RIDGE, COLORADO II . . . Fire Protection by Computer Design Frontier Fire Protection 2617 West Holden Place Denver Colorado 80204 303-629-0221 Job Name Building Location System Contract Data File QUEEN OF VIETNAMESE MARTYRS BASEMENT 47TH STREET & HARLAN #1 97-2713 2713-P.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection QUEEN OF VIETNAMESE MARTYRS Page 1 Date 120197 Hydraulic Design Information Sheet Date - 2-18-98 Name - QUEEN OF VIETNAMESE MARTYRS BASEMENT Location - 47TH STREET & HARLAN Building - BASEMENT Contractor - FRONTIER FIRE PROTECTION Calculated By - STEVE MARTIN Construction, ( ) combustible (X) Non-Combustible Occupancy ~ BASEMENT GENERAL STORAGE System No. - #1 Contract No. - 97-2713 Drawing No. - 1 OF 3J Ceiling Height - VARIES Ord. Haz. Gp. (X) 1 ( ) 2 ( ) 3 () Ex. Haz. ( ) Figure Curve S Y S T E M (X) NFPA 13 Lt. Haz. ( ) NFPA 231 NFPA 231C Other Specific Ruling Made By Date D E S I G N Area of Sprinkler Operation - 1500 Density - .15 Area Per Sprinkler - 400 Elevation at Highest Outlet - 0 Hose Allowance - Inside - 0 Rack Sprinkler Allowance - 0 Hose Allowance - Outside - 250 System Type (X) Wet ( ) Dry ( ) Deluge ( ) preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model ESLO-20 Size .70 K-Factor 14.5 Temp.Rat.165 Note RED. CALC. AREA 40% BY USE OF QUICK RES PONE HEAD PER NFPA-13 5-2.3.2.4 Calculation Summary Flow Required - 637.06 Press Required - 100.02 At Test C-Factor Used, 120 Overhead 140 Underground W A T E R Water Flow Test: Date of Test - 9-27-97 Time of Test Static Press Residual Press Flow Elevation Rated Cap.- @ Press Elev. - 0 Tank or Reservoir: Cap. - Elev.- 0 Well Proof Flow S U P P L Y Location - @ JOBSITE Source of Information - WHEATRIDGE WATER DEPARTMENT C o M M Commodity Storage Ht. Storage Method: Class Location Area Aisle W. % Palletized % Solid Piled Pump Data: - 120 - 57 - 1400 Rack S T o R A G E Single Row Double Row Mul t. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Sol id Shelf ( ) Open Shelf Encap. Non R A C K Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 H HUl Ul"'''' Ul '" '" '" r-C> >< 0"' C [-; N 0 0 '" H ..0 .~ ~ "'" "-' ,- l-l rl U .. " " " OJ >, " OJ "-' Ul M " OJ :< 0 OJ P< OJ " 0 " ~ P< OJ"M '" " ""'''' Z Ul " " [-; "'MM " OJ " '" '" .~ H " U ::> ::> '" :> "-' -r-I '0 '0 '" J,J...-!..-I H '" :>: '" OJ OJ " 0 "-'" " .~ >, Ul"'''' "-' Z "-' , , , C OJ .rl rlNN 0 OJ U UUU H ::0 '" 0 H / Ul H '" Ul O~ p.. / ~~O~~~ CJ 'OOP-.0J 0.. O. I.DO_O Lf) O.-t .. \0 .. >....--.0 r- Q).w ',. Hel l--l...-I 'd r-- !:: / Ul'" ;:j U ~M..-I '" .. 00 ro \0 01 :< W'n E .. ~ .. 0 Q) 'd Q) :3 10 gg~,;(O.3::E ...-1 ____rz.. >... - .wEe .w co Q) Q) OJ Q) rl Q) / :>.w.u 00 00 rcl44 QJOOrllooJJrd tj~~~:r:~Cf.l , , , , rlNN el QQQ Q / - [ / r / - / - / / / - 1 ~ '----.. / --- ---...... ------- - / r----- ~ / ------- r----- "' rl ----- ," .1.. .,. .1. -+, o o ro rl o o '" rl r- '" rl '" N N rl " " 01 "-' '" '" '" Q '" "-' '" Q go ::> '" o "' rl o '" rl o el rl o N rl o rl rl o o rl o '" o <Xl '" r- o '" o "' '" '" o el o N '" rl '" '" OJ Ul Ul ::0 '" OJ Frontier Fire Protection QUEEN OF VIETNAMESE MARTYRS Page 3 Date 120197 Fitting Legend Abbrev. Name A B C D E F G K L M Q S T W Z Generic Alarm Va Generic Butterfly Valve Swing Check Valve Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve Detector Check Valve Long Turn Elbow Medium Turn Elbow Flow Control Valve Flow Switch 90' Flow thru Tee Wafer Check Valve Roll Groove Coupling Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 4 QUEEN OF VIETNAMESE MARTYRS Date 120197 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21. 5 17.0 B 7 10 12 C 4 5 5 7 9 11 14 16 19 22 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 Q 18 29 35 S 2 2 10 10 10 10 10 10 10 10 T 3 4 5 6 8 10 12 15 17 20 W 10 .3 Z 1 1 1 1 1 1 1 1 1 1 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 27 32 45 55 65 76 87 98 109 130 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 Q 33 S 12 14 18 22 27 35 40 45 50 61 T 25 30 35 50 60 71 81 91 101 121 W 13 .1 31. 8 35.8 27.4 Z 1 1 1 1 1 1 1 1 1 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection QUEEN OF VIETNAMESE MARTYRS Page 5 Date 120197 Node No. Elevation K-Fact Press Actual Flow Added Density Req. Area Press Req. 8 9 6 7 1 2 3 4 5 10 BASE BASR U/G TEST o o o o o o o o o o o o o o 14.5 14.5 14.5 14.5 14.5 14.5 17.51 21.44 18.92 23.15 17.12 20.98 30.83 31. 5 33.94 43.97 82.43 92.78 99.45 100.02 60.67 67.15 63.07 69.76 60 66.41 250 .15 .15 .15 .15 .15 .15 400 400 400 400 400 400 The maximum velocity is 22.77 and it occures in the pipe between nodes 5 and 10 Computer Programs by Hydratec Inc. Route III 7 7 7 7 7 7 Windham N.H. USA 03087 Frontier Fire Protection Page 6 QUEEN OF VIETNAMESE MARTYRS Date 120197 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "el! or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 8 60.67 1. 452 18.910 17.509 17.509 K Factor = 14.5 to 120 9 60.67 0.2081 18.910 3.936 Vel = 11.755 9 67.15 1.687 1E 5.022 10.200 21.445 21.445 K Factor = 14.5 to 120 1T 10.044 15.066 4 127.82 0.3979 25.266 10.054 Vel = 18.347 127.82 31. 499 K Factor 22.77 6 63.07 1. 452 18.910 18.917 18.917 K Factor 14.5 to 120 7 63.07 0.2236 18.910 4.229 Vel = 12.220 7 69.75 1.687 1E 5.022 10.200 23.145 23.145 K Factor = 14 .5 to 120 1T 10.044 15.066 5 132.82 0.4272 25.266 10.794 Vel = 19.064 132.82 33.939 K Factor 22.80 1 60.00 1. 452 18.910 17 .122 17.122 K Factor 14.5 to 120 2 60.00 0.2039 18.910 3.856 Vel = 11.625 2 66.41 1.687 1E 5.022 10.200 20.979 20.979 K Factor = 14 .5 to 120 1T 10.044 15.066 3 126.41 0.3899 25.266 9.850 Vel = 18 . 144 3 2.635 15.080 30.829 30.829 to 120 4 126.41 0.0444 15.080 0.670 Vel 7.437 4 127.82 2.635 15.080 31.499 31. 499 to 120 5 254.23 0.1619 15.080 2.441 Vel 14.957 5 132.83 2.635 1T 16.474 12.000 33 . 940 33.940 to 120 16.474 10 387.06 0.3523 28.474 10.030 Vel 22.772 10 2.635 3E 8.237 68.000 43.970 43.970 to 120 1T 16.474 41.185 BASE 387.06 0.3522 109.185 38.460 Vel 22.772 BASE 3.26 2E 9.408 17.000 82.428 82.428 to 120 1S 13.440 65.854 BASR 387.06 0.1249 1B 13 .440 82.854 10.351 Vel 14 . 878 1T 20.159 BASR 4.26 1E 13 .167 6.500 92 .779 92 . 779 to 120 13 . 167 6.000 Fixed loss = 6 U/G 387.06 0.0340 19.667 0.668 Vel = 8.713 U/G 6.16 1G 4.304 88.000 99.447 99.447 to 140 1T 43.037 47.341 TEST 387.06 0.0042 135.341 0.573 Vel = 4.167 250.00 Qa = 250.00 637.06 100.020 K Factor = 63.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection QUEEN OF VIETNAMESE MARTYRS Qa Page 7 Date 120197 Hyd. Ref. Point Dia. IICH Pf/UL Fitting or Eqv. Ln. Qt Computer Programs by Hydratec Inc. Pipe Ftng's Total Route 111 pt Pe Pf Pt Pv Pn ******* Notes ****** Windham N.H. USA 03087 II . . _ Fire Protection by Computer Design Frontier Fire Protection 2617 West Holden Place Denver Colorado 80204 303-629-0221 Job Name Building Location System Contract Data File QOVM 1ST FLR 1ST FLOOR 47TH STREET & HARLAN #1 97-2713 2713-l.WX3 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 Frontier Fire Protection QOVM 1ST FLR Page 1 Date 021798 Hydraulic Design Information Sheet Name - QUEEN OF VIETNAMESE MARTYRS 1ST FLR Location - 47TH STREET & HARLAN Building - 1ST FLOOR Contractor - FRONTIER FIRE PROTECTION Calculated By - STEVE MARTIN Construction, I ) Combustible (X) Non-Combustible Occupancy - OFFICES Date - 2-18-98 System No. - #1 Contract No. - 97-2713 Drawing No. - 2 OF 3 Ceiling Height - VARIES S Y S T E M IX) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 I ) 3 () Ex.Haz. I ) Figure Curve Calculation Summary Made By Date D E S I G N Area of Sprinkler Operation - 1500 Density - .10 Area Per Sprinkler - VARIES Elevation at Highest Outlet - 141 Hose Allowance - Inside - 0 Rack Sprinkler Allowance - 0 Hose Allowance - Outside - 250 Note System Type (X) Wet I ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make GLOBE Model J Size 1/211 K-Factor 5.6 Temp.Rat.155 Flow Required - 548.26 Press Required - 82.18 C-Factor Used, 120 Overhead 140 At Test Underground W A T E R Water Flow Test: Date of Test - 9-27-97 Time of Test Static Press Residual Press Flow Elevation Rated Cap.- @ Press Elev. - 0 Tank or Reservoir: Cap. - Elev.- 0 Well Proof Flow S U P P L Y Location - @ JOBSITE C o M M Commodity Storage Ht. Storage Method, % Class Area Solid Piled S T o R A G E Single Row Double Row Mult. Row Conven. Pallet Slave Pallet Pump Data, - 120 - 57 - 1400 Source of Information - WHEATRIDGE WATER DEPARTMENT R A C K Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Location Aisle W. Palletized % Rack ( ) Auto. Storage ( ) Sol id Shelf I ) Open Shelf Encap. Non Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 H H(fj (fjo,:E 0, 0, "co 0"' ~ '" 0 0 c< ,,0 .co< <lJ<l' .w .. \.-l..--l U .. <lJ " <lJ >, '" Ul .w M " Ul " 0 0. Ul <lJ 0 H 0. Ul,"M 0, " <lJo,,", (fj '" <lJ o,MM H '" H '" '" .co< '"" <lJ U " " '"' '"' .w -..-1"0"0 '" .j..J'rl''''''' H E-< 3: '" Ul Ul <lJ (fj .w<lJ<lJ .co< c< >, (fj"'''' .w .w , , , ~ s; .co< c<"'''' 0 U UUU H 0 '"' a H / (fj H 0, (fj .. ",:E 0, ::Ec:oEj;:E il HP-orl p.,::E~ cnC) 'OCJo..lJ) 0-1 N.. D. I.Dco..--o \0 I.I1N ..1.D("\j \0 . .. >._ N o::t'oo Q).j..J '.. . ~ H.,..j '0 0) c 1/ C")li)::l u!:: <:.t'.f"'i .. (IJ rolI) O'l ~ roT'" E .. lo-l .. 0 llJ '0 Q) 3: rt:l 5~k:":(Cl~::E -M __t:x.! >. +JEE J.J ~ m Q) ill III OJ rl QJ 1/ >-U.j..J{/}Cllro~ CUCOtlloo.wro rl>,>,::C:::C:O{J) Wtr.lCl) f4 , , , , C<"'''' M 000 0 / .. E I If / .. / / .. / 7 / .. 1/ / .. '" / G r----.. ------- .. / ;----..-.. / ;----..-.. ------- .~ ~ c< .1. I I .1. o o CD c< o o '" rl CD '" " rl '" '" 0 <lJ <lJ '" .w '" '" 0, 0 '" .w '" 0 ~ " 0, o "' rl o <l' rl o M c< o '" c< o c< rl o o c< o '" o CD o " o '" o "' o <l' o M o '" o c< '" '" "' (fj (fj ::l '" "' Frontier Fire Protection QOVM 1ST FLR Page 3 Date 021798 Fitting Legend Abbrev. Name A B C D E F G K L M Q S T W Z Generic Alarm Va Generic Butterfly Valve Swing Check Valve Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve Detector Check Valve Long Turn Elbow Medium Turn Elbow Flow Control Valve Flow Switch 90' Flow thru Tee Wafer Check Valve Roll Groove Coupling Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 4 QOVM 1ST FLR Date 021798 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17 .0 B 7 10 12 C 4 5 5 7 9 11 14 16 19 22 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 Q 18 29 35 S 2 2 10 10 10 10 10 10 10 10 T 3 4 5 6 8 10 12 15 17 20 W 10.3 Z 1 1 1 1 1 1 1 1 1 1 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 27 32 45 55 65 76 87 98 109 130 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 Q 33 S 12 14 18 22 27 35 40 45 50 61 T 25 30 35 50 60 71 81 91 101 121 W 13.1 31. 8 35.8 27.4 Z 1 1 1 1 1 1 1 1 1 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 5 QOVM 1ST FLR Date 021798 Node Elevation K-Fact Press Flow Density Area Press No. Actual Added Req. Req. 0001 8 5.6 7.17 15 .1000 150 7.000 DOO2 8 5.6 14.06 21 .1000 210.00 7.000 D003 8 8.1 10.3 26 .1000 260 10.3 D004 8 8.1 16.6 33 .1000 330 16.6 135 8 K K @ EQ01 17.64 23.18 138 8 K K @ EQ01 11.32 18.57 137 8 K K @ EQ03 12.44 27.79 136 8 K K @ EQ01 14.78 21.22 139 8 K K @ EQ04 17.51 33 130 8 K K @ EQ01 22.16 25.98 131 8 K K @ EQOl 16.25 22.25 132 8 K K @ EQ02 17.73 22.92 133 8 19.56 134 8 K K @ EQ02 30.14 29.88 128 8 40.54 100 8 K K @ EQ03 11. 7 26.95 101 8 11.99 102 8 14.01 103 8 15.73 104 8 K K @ EQ02 17.85 23 105 8 K K @ EQ02 18.68 23.53 106 8 21.1 107 8 23.38 108 8 31.64 122 8 39.58 121 8 39.64 120 8 40.32 128 8 40.54 109 8 40.58 110 8 52.81 111 8 52.95 120 8 40.32 121 8 39.64 123 8 40.55 124 8 41.18 126 8 41.95 129 8 45.68 129 8 45.68 122 8 39.58 123 8 40.55 124 8 41.18 125 8 41.32 126 8 41.95 127 8 42.01 119 8 48.25 118 8 48.29 117 8 48.64 116 8 48.94 115 8 49.57 114 8 50.6 113 8 52.19 112 8 54.36 1ST 8 61. 64 BASR 1 74.98 U/G 0 81.83 TEST 0 82.18 250 The maximum velocity is 17.55 and it occures in the pipe between nodes 108 and 122 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 6 QOVM 1ST FLR Date 021798 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. lIC" or Ftng1s Pe pv ******* Notes ****** Point Qt PfjUL Eqv. Ln. Total Pf Pn D001 15.00 1.104 IE 2.565 1.000 7.175 7.175 K Factor = 5.6 to 120 2.565 EQ01 15.00 0.0595 3.565 0.212 Vel = 5.027 15.00 7.387 K Factor 5.52 D002 21.00 1.104 1T 6.413 1.000 14.063 14.063 K Factor 5.6 to 120 6.413 EQ02 21.00 0.1110 7.413 0.823 Vel = 7.038 21. 00 14.886 K Factor 5.44 D003 26.00 1.104 IE 2.565 1.000 10.303 10.303 K Factor 8.1 to 120 2.565 EQ03 26.00 0.1649 3.565 0.588 Vel = 8.714 26.00 10.891 K Factor 7.88 D004 33.00 1.104 1E 2.565 1.000 16.600 16.600 K Factor 8.1 to 120 2.565 EQ04 33.00 0.2561 3.565 0.913 Vel = 11.060 33.00 17.513 K Factor 7.89 135 23.18 1.104 1T 6.413 8.000 17.643 17.643 K Factor @ node EQ01 to 120 6.413 133 23.18 0.1333 14 . 413 1.921 Vel = 7.769 23.18 19.564 K Factor 5.24 138 18.57 1.104 IT 6.413 1.160 11. 317 11.317 K Factor @ node EQ01 to 120 6.413 101 18.57 0.0885 7.573 0.670 Vel = 6.224 18.57 11.987 K Factor 5.36 137 27.79 1.104 IT 6.413 2.000 12.443 12.443 K Factor @ node EQ03 to 120 6.413 102 27.79 0.1865 8.413 1.569 Vel = 9.314 27.79 14.012 K Factor 7.42 136 21.22 1.104 1T 6.413 2.000 14.778 14.778 K Factor @ node EQ01 to 120 6.413 103 21.22 0.1132 8.413 0.952 Vel = 7.112 21.22 15.730 K Factor 5.35 139 33.00 1.104 1T 6.413 7.580 17.514 17.514 K Factor @ node EQ04 to 120 6.413 106 33.00 0.2563 13.993 3.586 Vel = 11 . 060 33.00 21.100 K Factor 7.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection QOVM 1ST FLR Hyd. Ref. Point 130 to 107 131 to 132 132 to 133 133 to 107 134 to 108 128 to 111 100 to 101 101 to 102 102 to 103 103 to 104 104 to 105 105 to 106 106 to 107 Qa Dia. Fitting or Eqv. Ln. IT IT IT 5E 2T IT IT 2E 6.413 7.686 7.686 Pipe Ftng's Total 1.000 6.413 7.413 12.000 12.000 4.000 4.000 pt Pe Pf 22.155 1.220 23.375 16.250 1.483 17 . 733 1. 832 7.000 19.565 7.686 14.686 3.811 19.080 7.686 26.766 23.376 30.140 1.503 31. 643 3.843 114.700 40.543 7.686 34.589 149.289 12.404 7.686 12.224 8.237 Computer Programs by Hydratec Inc. lICII Qt Pf/UL 25.98 1.104 120 0.1646 25.98 25.98 22.25 1. 104 120 0.1236 22.25 22.92 1.104 120 0.4580 45.17 23.18 1.452 120 68.35 0.2595 68.35 29.88 1. 452 120 0.0562 29.88 29.88 36.931.452 120 36.93 0.0831 36.93 26.95 1.452 120 0.0464 26.95 18.57 1.452 120 45.52 0.1223 27.79 1.687 120 73.31 0.1423 21. 21 1. 687 120 94.52 0.2277 23.00 2.154 120 11 7.52 0.1036 23.53 2.154 120 141.05 0.1452 33.00 2.635 120 174.05 0.0803 6.120 6.120 52.947 11 . 702 0.284 8.870 11.986 7.686 16.556 2.025 12.08014.012 12.080 1.719 9.330 15.730 9.330 2.124 8.000 17.855 8.000 0.829 4.410 18.684 12.224 16.634 2.416 11.870 21.100 16.474 28.344 2.276 Route 111 Page 7 Date 021798 pt pv Pn 22.155 16.250 17.733 19.565 30.140 40.543 11.702 11.986 14.012 15.730 ******* Notes ****** K Factor @ node EQOl Vel = 8.707 K Factor 5.37 K Factor @ node EQOl Vel = 7.457 K Factor @ node EQ02 Vel = 15.139 Vel 13.243 K Factor 14 .14 K Factor @ node EQ02 Vel = 5.789 K Factor = 5.31 Vel 7.155 K Factor 5.08 K Factor @ node EQ03 Vel = 5.222 Vel 8.820 Vel 10.523 Vel = 13.567 17.855 K Factor @ node EQ02 Vel = 10.347 18.684 K Factor @ node EQ02 Vel = 12.419 Vel 10.240 21.100 Windham N.H. USA 03087 Frontier Fire Protection Page 8 QOVM 1ST FLR Date 021798 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng1s Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 107 94.33 2.635 3E 8.237 21.500 23.375 23.375 to 120 24.711 108 268.38 0.1789 46.211 8.268 Vel 15.790 108 29.88 2.635 IT 16.474 20.000 31.643 31.643 to 120 16.474 122 298.26 0.2175 36.474 7.933 Vel 17.548 122 -145.05 2.635 1.000 39.576 39.576 to 120 121 153.21 0.0630 1.000 0.063 Vel 9.014 121 -37.70 2.635 18.000 39.639 39.639 to 120 120 115.51 0.0376 18.000 0.677 Vel 6.796 120 -39.34 2.635 13.000 40.316 40.316 to 120 128 76.17 0.0174 13.000 0.226 Vel 4.481 128 -36.93 2.635 8.000 40.543 40.543 to 120 109 39.24 0.0051 8.000 0.041 Vel 2.309 109 1. 452 3E 3.843 112.330 40.584 40.584 to 120 IT 7.686 19.215 110 39.24 0.0930 131.545 12.228 Vel 7.603 110 2.157 10.290 52.809 52.809 to 120 111 39.24 0.0135 10.290 0.139 Vel 3.445 111 36.93 2.157 lE 6.153 12.200 52.948 52. 948 to 120 IT 12.307 18.460 112 76.17 0.0462 30.660 1.415 Vel = 6.688 76.17 54.363 K Factor = 10.33 120 39.34 1.452 2E 3.843 104.000 40.316 40.316 to 120 2T 7.686 23.059 113 39.34 0.0934 127.059 11.867 Vel 7.622 39.34 52.183 K Factor 5.45 121 37.69 1. 452 2E 3.843 104.000 39.639 39.639 to 120 2T 7.686 23.059 114 37.69 0.0863 127.059 10.962 Vel 7.303 37.69 50.601 K Factor 5.30 123 33.92 1. 452 2E 3.843 104.000 40.550 40.550 to 120 2T 7.686 23.059 115 33.92 0.0710 127.059 9.020 Vel = 6.572 33.92 49.570 K Factor = 4.82 124 31. 27 1. 452 2E 3.843 104.000 41.181 41.181 to 120 2T 7.686 23.059 116 31. 27 0.0611 127.059 7.760 Vel 6.059 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 9 QOVM 1ST FLR Date 021798 Hyd. Qa Dia. Fitting Pipe pt pt Ref. lie" or Ftng1s Pe pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 31.27 48.941 K Factor 4.47 126 45.62 1. 452 2T 7.686 15.000 41.950 41.950 to 120 15.373 129 45.62 0.1228 30.373 3.731 Vel 8.839 129 -24.05 1.452 3E 3.843 77 . 000 45.681 45.681 to 120 1T 7.686 19.215 117 21.57 0.0307 96.215 2.956 Vel 4.179 21.57 48.637 K Factor 3.09 129 24.05 1. 452 1E 3.843 58.000 45.681 45.681 to 120 1T 7.686 11.529 118 24.05 0.0376 69.529 2.613 Vel 4.660 24.05 48.294 K Factor 3.46 122 145.05 2.635 17.000 39.576 39.576 to 120 123 145.05 0.0573 17.000 0.974 Vel 8.534 123 -33.92 2.635 18.000 40.550 40.550 to 120 124 111.13 0.0350 18.000 0.630 Vel 6.538 124 -31.27 2.635 7.500 41.181 41.181 to 120 125 79.86 0.0191 7.500 0.143 Vel 4.698 125 2.635 33.000 41.323 41.323 to 120 126 79.86 0.0190 33.000 0.627 Vel 4.698 126 -45.62 2.635 14 . 000 41.950 41.950 to 120 127 34.24 0.0040 14.000 0.056 Vel 2.014 127 1.452 2T 7.686 71.000 42.006 42.006 to 120 15.373 119 34.24 0.0722 86.373 6.239 Vel 6.634 119 2.635 12.000 48.245 48.245 to 120 118 34.24 0.0040 12.000 0.048 Vel 2.014 118 24.05 2.635 2E 8.237 16.000 48.293 48.293 to 120 16.474 117 58.29 0.0106 32.474 0.345 Vel 3.429 117 21.57 2.635 16.000 48.637 48.637 to 120 116 79.86 0.0190 16.000 0.304 Vel 4.698 116 31. 27 2.635 18.000 48. 941 48.941 to 120 115 111.13 0.0350 18.000 0.630 Vel 6.538 115 33.92 2.635 18.000 49.572 49.572 to 120 114 145.05 0.0573 18.000 1.032 Vel 8.534 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 10 QOVM 1ST FLR Date 021798 Hyd. Qa Dia. Fitting Pipe pt pt Ref. 11 ell or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 114 37.70 2.635 18.000 50.603 50.603 to 120 113 182.75 0.0879 18.000 1. 582 Vel 10.752 113 39.34 2.635 IE 8.237 9.040 52.185 52.185 to 120 8.237 112 222.09 0.1261 17.277 2.178 Vel 13 . 066 112 76.17 2.635 2E 8.237 17.000 54.363 54.363 to 120 16.474 1ST 298.26 0.2175 33.474 7.280 Vel 17.548 1ST 2.635 IS 13.729 7.580 61. 643 61.643 to 120 1B 9.610 39.813 3.032 BASR 298.26 0.2175 IT 16.474 47.393 10.308 Vel = 17.548 BASR 4.26 IE 13.167 6.500 74.983 74.983 to 120 13 .167 6.433 Fixed loss = 6 U/G 298.26 0.0209 19.667 0.412 Vel = 6.714 U/G 6.16 1G 4.304 88.000 81.828 81.828 to 140 IT 43.037 47.341 TEST 298.26 0.0026 135.341 0.354 Vel = 3.211 250.00 Qa = 250.00 548.26 82.182 K Factor = 60.48 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 II . _ _ Fire Protection by Computer Design Frontier Fire protection 2617 West Holden Place Denver Colorado 80204 303-629-0221 Job Name Building Location System Contract Data File QOVM "2ND FLR" 2ND FLOOR 47TH STREET & HARLAN #1 97-2713 2713-2.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire protection QOVM "2ND FLRll Page 1. Date 021798 Hydraulic Design Information Sheet Name - QUEEN OF VIETNAMESE MARTYRS 2ND FLR Location - 47TH STREET & HARLAN Building - 2ND FLOOR Contractor - FRONTIER FIRE PROTECTION Calculated By - STEVE MARTIN Construction, ( ) Combustible (X) Non-Combustible Occupancy - OFFICES Date - 2-18-98 System No. - #1 Contract No. - 97-2713 Drawing No. - 3 OF 3 Ceiling Height - VARIES S Y S T E M (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 () Ex.Haz. ( ) Figure Curve Made By Date D E S I G N Area of Sprinkler Operation - 1500 Density - .10 Area Per Sprinkler - VARIES Elevation at Highest Outlet - 14' Hose Allowance - Inside - 0 Rack Sprinkler Allowance - 0 Hose Allowance - Outside - 250 System Type (X) Wet ( ) Dry ( ) Deluge ( ) preaction ( ) Other Sprinkler/Nozzle Make GLOBE Mode 1 J Size 1/2" K-Factor 5.6 Temp.Rat.155 Note Calculation Summary Flow Required - 476.18 Press Required C-Factor Used, 120 OVerhead 54.79 140 At Test underground W A T E R Water Flow Test: Date of Test - 9-27-97 Time of Test Static Press - 120 Residual Press - 57 Flow - 1400 Elevation Pump Data: Tank or Reservoir: Cap. - Elev. - 0 Rated Cap.- @ Press Elev. - 0 Well Proof Flow S U P P L Y Location - @ JOBSITE Source of Information - WHEATRIDGE WATER DEPARTMENT C o M M Commodity Storage Ht. Storage Method, Class Location Area Aisle W. % Palletized % Rack Solid piled S T o R A G E R A C K Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Fl ue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers provided: Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 H HUl Ul",:,: '" '" C-t!J 0", " N 0 0 H ..0 .~ "'''' '-' ..~..... U .. '" " '" ~ H " '-' H ;:l " :. 0 p, " '" 0 " p, "",.., '" " "''''''' 0: Ul " '" "',..,,.., " ,.:l " '" '" .~ '" '" U " " '" '-' ...-1 'd "d 0 '" J,J.r-!'rl " Z 3' "''' " '" N '-''''''' .~ " ~ UlO:O: '-' '-' , , , ~ ~ .~ HNN 6 u uuu H 0 '" a H I Ul H '" Ul "':.: '" :.:ro'" / Ho..C-C>~:E:~ U]C) 'oCJo..\D 0.. .qt.. t? COUl.-O \0 ("'1 r-l .. co \.fl c- . .. >0_.-1 o::r\.O OJ.w '.. . c- ~...-I 'd I.D ~ 1/ N..ql~tJ~C-.rl r-l .. Ul m"" 01 ~ al'nE .. H .. 0 Ql 'Cl OJ ): ct:l g~5:~o.s~ ..-1 __~:>. .wEE .w - ro OJ OJ <l) Q)"--l Q) ,/ :>JJ.\JUlUlrol+-l OJUlUlOOJJcU ..-l >-. >-':r:: :r:: 0 Ul cuoocn E-t , , , , HNN '" 000 0 ,/ - 2 / If 1/ - / 1/ - / / / - T / - I ::j -C / "-- i'--.- / ~ ------ -' H c:O I I I I I I I o o ro H o o '" H o "' H o '" H o '" H o N H o H H o o H o '" o ro o c- o '" o "' o '" o '" o N o H c- oo 0 '" 0 0 0 '" H -: CIl ::0 "' X ro Z H E , '" 0 .c oZ '0 N " H- .~ " " 0 ,.:l '" H H H 0 '" 0 0 '-' H ;:l 0 '" u 0 " H 0 ro U '" '-' '" H '0 0 ~ 0 x '" ;>. .a 0 " 0 E '" '" " 0 tJ\ 0 0 N " 0.. " '" w " P, E 0 U ro '" c- H N N 0 '" '" tJ\ '-' '" '" 0.. 0 '" '-' '" 0 ~ '" 0.. 0: co Ul CIl ::0 0: co Frontier Fire Protection QOVM 112ND FLRII Page 3 Date 021798 Fitting Legend Abbrev. Name A B C D E F G K L M Q S T W Z Generic Alarm Va Generic Butterfly Valve Swing Check Valve Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve Detector Check Valve Long Turn Elbow Medium Turn Elbow Flow Control Valve Flow Switch 90' Flow thru Tee Wafer Check Valve Roll Groove Coupling Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 4 QOVM II 2ND FLRII Date 021798 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21. 5 17.0 B 7 10 12 C 4 5 5 7 9 11 14 16 19 22 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 Q 18 29 35 S 2 2 10 10 10 10 10 10 10 10 T 3 4 5 6 8 10 12 15 17 20 W 10.3 Z 1 1 1 1 1 1 1 1 1 1 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 27 32 45 55 65 76 87 98 109 130 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 2. 28 G 2 3 4 5 6 7 8 10 11 13 K 36 55 45 L 8 9 13 16 18 2. 27 30 34 40 M 10 12 16 19 22 Q 33 S 12 14 18 22 27 35 40 45 50 61 T 25 30 35 50 60 71 81 91 101 121 W 13.1 31. 8 35.8 27.4 Z 1 1 1 1 1 1 1 1 1 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 6 QOVM II 2ND FLRIr Date 021798 Hyd. Qa Dia. Fitting Pipe pt pt Ref. lICn or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn D001 21.00 1.104 1T 6.413 1.000 14.063 14.063 K Factor = 5.6 to 120 6.413 EQ01 21.00 0.1110 7.413 0.823 Vel = 7.038 21.00 14.886 K Factor = 5.44 236 -6.76 1. 452 2T 7.686 120.660 20.049 20.049 to 120 15.373 218 -6.76 -0.0036 136.033 -0.489 Vel -1.310 -6.76 19.560 K Factor -1. 53 200 29.35 1. 452 1T 7.686 24.650 18.184 18.184 to 120 7.686 234 29.35 0.0543 32.336 1.756 Vel = 5.687 234 24.30 1. 452 14.730 19.940 19.940 K Factor @ node EQ01 to 120 6.986 235 53.65 0.1658 14.730 2.442 Vel = 10.395 235 -82.61 1. 452 1T 7.686 54.390 29.369 29.369 K Factor @ node EQ01 to 120 7.686 -6.986 215 -28.96 -0.0530 62.076 -3.289 Vel = -5.611 -28.96 19.094 K Factor -6.63 231 -21.83 1. 4 52 1T 7.686 54.390 18.906 18.906 to 120 7.686 232 -21. 83 -0.0314 62.076 -1. 950 Vel = -4.230 232 22.41 1.452 14.730 16.955 16.955 K Factor @ node EQ01 to 120 233 0.58 0.0001 14.730 0.001 Vel = 0.112 233 22.41 1.452 1T 7.686 24.650 16.956 16.956 K Factor @ node EQ01 to 120 7.686 201 22.99 0.0346 32.336 1.118 Vel = 4.454 22.99 18.074 K Factor 5.41 227 -27.99 1. 452 2E 3.843 51.940 18.861 18.861 to 120 1T 7.686 15.372 228 -27.99 -0.0498 67.312 -3.349 Vel = -5.423 228 21.43 1.452 14.000 15.511 15.511 K Factor @ node EQ01 to 120 229 -6.56 -0.0034 14.000 -0.048 Vel = -1.271 229 21. 41 1. 452 12.000 15.464 15.464 K Factor @ node EQ01 to 120 230 14.85 0.0154 12.000 0.185 Vel = 2.877 230 21.53 1. 452 1T 7.686 22.280 15.648 15.648 K Factor @ node EQ01 to 120 7.686 202 36.38 0.0808 29.966 2.422 Vel = 7.049 36.38 18.070 K Factor 8.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 7 QOVM "2ND FLRII Date 021798 Hyd. Qa Dia. Fitting Pipe Pt pt Ref. lien or Ftngts Pe pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 226 -11.14 1.452 2E 3.843 84.230 19.559 19.559 to 120 4T 7.686 38.431 203 -11.14 -0.0090 122.661 -1.110 Vel -2.158 -11.14 18.449 K Factor -2.59 222 -30.59 1. 452 IE 3.843 47.010 18.870 18.870 to 120 2T 7.686 19.216 223 -30.59 -0.0586 66.226 -3.884 Vel = - 5.927 223 21.07 1. 452 14.910 14.987 14.987 K Factor @ node EQOl to 120 224 -9.52 -0.0068 14.910 -0.101 Vel = -1. 845 224 21.00 1. 452 16.460 14.886 14.886 K Factor @ node EQ01 to 120 225 11.48 0.0095 16.460 0.157 Vel = 2.224 225 21.11 1. 452 IT 7.686 44.230 15.043 15.043 K Factor @ node EQ01 to 120 7.686 204 32.59 0.0659 51.916 3.423 Vel = 6.315 32.59 18.466 K Factor 7.58 221 -4.16 1. 452 IE 3.843 122.980 19.050 19.050 to 120 3T 7.686 26.902 205 -4.16 -0.0015 149.882 -0.219 Vel -0.806 -4.16 18.831 K Factor -0.96 220 -3.77 1. 452 2E 3.843 124.240 19.261 19.261 to 120 2T 7.686 23.059 206 -3.77 -0.0012 147.299 -0.180 Vel -0.730 -3.77 19.081 K Factor -0.86 219 -5.20 1. 452 2E 3.843 124.070 19.582 19.582 to 120 4T 7.686 38.431 207 -5.20 -0.0022 162.501 -0.359 Vel -1.008 -5.20 19.223 K Factor -1.19 213 -13 .46 2.157 8.650 20.065 20.065 to 120 236 -13 .46 -0.0018 8.650 -0.016 Vel -1.182 236 6.76 2.157 12.000 20.049 20.049 to 120 216 -6.70 -0.0005 12.000 -0.006 Vel -0.588 216 1. 452 2T 7.686 120.660 20.043 20.043 to 120 15.373 217 -6.70 -0.0035 136.033 -0.481 Vel -1.298 217 2.157 7.120 19.562 19.562 to 120 226 -6.70 -0.0006 7.120 -0.004 Vel -0.588 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 8 QOVM "2ND FLR" Date 021798 Hyd. Qa Dia. Fitting Pipe Pt pt Ref. "en or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 226 11.14 2.157 4.880 19.559 19.559 to 120 218 4.44 0.0002 4.880 0.001 Vel 0.390 218 -6.77 2.157 IT 12.307 10.680 19.560 19.560 to 120 12.307 208 -2.33 -0.0001 22.987 -0.002 Vel -0.205 -2.33 19.558 K Factor -0.53 212 -23.55 2.157 IT 12.307 2.020 20.140 20.140 to 120 12.307 213 -23.55 -0.0052 14.327 -0.075 Vel -2.068 213 13.47 1.452 1E 3.843 102.150 20.065 20.065 to 120 3T 7.686 26.902 214 -10.08 -0.0075 129.052 -0.971 Vel -1.953 214 2.157 0.500 19.094 19.094 to 120 215 -10.08 -0.0020 0.500 -0.001 Vel -0.885 215 -28.96 2.157 14.000 19.093 19.093 to 120 231 -39.04 -0.0134 14.000 -0.188 Vel -3.428 231 21.83 2.157 15.140 18.906 18.906 to 120 227 -17.21 -0.0030 15.140 -0.045 Vel -1.511 227 28.00 2.157 7.260 18.861 18.861 to 120 222 10.79 0.0012 7.260 0.009 Vel 0.947 222 30.59 2.157 12.030 18.870 18.870 to 120 221 41.38 0.0150 12.030 0.180 Vel 3.633 221 4.15 2.157 11 . 840 19.050 19.050 to 120 220 45.53 0.0178 11.840 0.211 Vel 3.997 220 3.77 2.157 15.600 19.261 19.261 to 120 219 49.30 0.0206 15.600 0.322 Vel 4.328 219 5.20 2.157 1T 12.307 10.150 19.582 19.582 to 120 12.307 212 54.50 0.0248 22.457 0.558 Vel 4.785 212 23.55 2.157 1T 12.307 6.000 20.140 20.140 to 120 12.307 209 78.05 0.0483 18.307 0.884 Vel 6.853 78.05 21.024 K Factor 17.02 200 -29.35 2.157 14.000 18.184 18.184 to 120 201 -29.35 -0.0079 14.000 -0.111 Vel -2.577 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection Page 9 QOVM "2ND FLR" Date 021798 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. IIClI or Ftng1s Pe pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf pn 201 22.99 2.157 8.700 18.074 18.074 to 120 202 -6.36 -0.0005 8.700 -0.004 Vel -0.558 202 36.38 2.157 2E 6.153 33.790 18.069 18.069 to 120 12.307 203 30.02 0.0082 46.097 0.380 Vel 2.636 203 -11.14 2.157 4.820 18.449 18.449 to 120 204 18.88 0.0035 4.820 0.017 Vel 1. 658 204 32.59 2.157 16.320 18.466 18.466 to 120 205 51.47 0.0224 16.320 0.365 Vel 4.519 205 -4.15 2.157 13 . 090 18.831 18.831 to 120 206 47.32 0.0191 13 . 090 0.250 Vel 4.155 206 -3.77 2.157 8.620 19.081 19.081 to 120 207 43.55 0.0164 8.620 0.141 Vel 3.824 207 -5.20 2.157 IT 12.307 13 . 560 19.223 19.223 to 120 12.307 208 38.35 0.0130 25.867 0.335 Vel 3.367 208 -2.33 2.157 IT 12.307 114.660 19.558 19.558 to 120 12.307 209 36.02 0.0115 126.967 1. 466 Vel 3.163 209 78.05 2.635 IE 8.237 4.380 21.024 21.024 to 120 8.237 2ND 114.07 0.0368 12.617 0.464 Vel 6.711 2ND 2.635 IE 8.237 16.130 21.488 21.488 to 120 8.237 6.986 235 114.07 0.0367 24.367 0.895 Vel 6.711 235 112 . 11 2.635 4E 8.237 23.000 29.369 29.369 to 120 32.948 TASR 226.18 O. 13 04 55.948 7.294 Vel 13.307 TASR 2.635 IS 13.729 7.580 36.663 36.663 to 120 1B 9.610 39.813 5.054 BASR 226.18 0.1304 IT 16.474 47.393 6.179 Vel = 13.307 BASR 4.26 IE 13 .167 6.500 47.896 47.896 to 120 13 .167 6.433 Fixed loss = 6 U/G 226.18 0.0126 19.667 0.247 Vel = 5.091 U/G 6.16 1G 4.304 88.000 54.576 54.576 to 140 IT 43.037 47.341 TEST 226.18 0.0016 135.341 0.212 Vel = 2.435 250.00 Qa = 250.00 476.18 54.788 K Factor = 64.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 >',"' ;,,1", ,.'., ",'~ G';~PARTMENT OF PLANNI AND DEVELOPMENT ~s~" BUILOING~~Na~~N, ~Vm~~NE- 235-2855 7500 WEST 29~ AVENUE WHEAT RIDGE1 080215 Building Permit Number: 6893 Date: 4/17/98 Property Owner: , Property Address: 4655 Itf . rlan Street Contractor Ucense No.: 19921! , Company: Mastet rdustries, Inc. ~el'<<l!:ONTRACTORS1GNATURE OF IJ 'ERSTANDING AND AGREEMENT Phone: 751-3251 Phone: 368-9092 bescription : Plumbing for kitchen Construction Value : Permit Fee : Plan Review Fee : UseTax; Total: $500.00 $22.00 $0.00 $7.50 $29.50 ",.:,' "',,,' ' !; I 1l6l.-r j:ertify that tile setback distances propose(! 'y this permij application are accurata, , .ljO! \f(ll\OlvjQlate applicable on:lln&nees, rules or .. lations of tha City of Wheat Rldga or ",~iuilIs;,' "', "',., ail8fl!!lnta or realrtctlona of record; thalt' II measurementa shown, and allegations '.; ."..~; that I have read and 510 II> by all condijlone printed on thls 1!liIi!~ ,: and tlIat I assume full respons 10. Hanee with the Wheat Ridge Building '<:lljl"'(IJ,~.C.) and all _applicable Wheat idgl;, ::Jr.anees. lor work under this permij. (tiWNe"j(CONTRACTOR) SIGNED DATE Use: UILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: ~upancy: ElectriCal Ucense No : Gompany: Walls: Roof: Stories : Residential Units : (1) (2) (3) ;this permi1_lssued In accord8nce with !he 'isioM set lcrth In yepur llppI!catlcn and is sublect to the ,..... 01 the State 01 COlorado and to the Zoning ~latIons and Building Code of Wheal . orad<> or any other appliCable onllnencos of tho City, ,', 'fhls perinIlshoil expire II (Al the work eu not commenced within sIxly (60) days !10m issue date or (8) the building a_is sospendod or Jlban<IonOd lor e period 01120 days. , I : . 'if this perinIl........ e """ perinIl may be acq I lor a roe of one-haWthe amount normally requirad, provldod no chang.. have been or win be mad. in the :,.Originalplllnt and ~and any SUI _ or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment <!JCCOOds one (1) year. run.... _ be paid . new pennlt No work of any manner shell be done that wIH nge the natural flow of water cau~ a drainage problem. . 'P~ '::. ~ng I~ " , -four (24) hours in advance lor all.nspoclions and shall .-.. wl1tlSn approval on Inspection cerd boIore : ::~nce of a permit or ~I ~. . s and s~ shall not be construed to be a pennit for. nor an approYBl of, any violation of the provisionS ofUle building codes or any other ordinance, I,., i rUle or regulation. umbing License No : . ompany : Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: l;':hief BUilding Inspector THIS PERMIT VALID ONLY , EN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: tl4-5933 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 Property Owner: Property Address: Contractor License No. : Company: QUUYI J./~55 Iqq() I (/liaS/if -:Lnr;U,.slt'/~s. ::r:i1e.... of V,t.1t>amese Har 10;1 6f r'Vlad1t'5 Phone: 751-3).5/ Phone: S-~/-09f.?f5 WNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: 500~ hereby certify that the setback distances proposed by this permit application are accurate, Permit Fee: .2::/00 nd do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or venants, easements or restrictions ot record; that all measurements shown, and allegations Use Tax: ~_50 ade are accurate; that I have read and aQ.ree to abide by all conditions printed on this pplication. and that I assume full responslbil~ for compliance with the Wheat Ridge Building ode (U.8.C.) and all other applicable Wheat idge ordinances. for wol1<. under this permit. Total: ~--;c,,:j{) $0.00 WNER)(CONTRACTOR) SIGNED -I~ to" 4.1 DATE tI- /'1-'1 'i Use: Description: ,)0, i-;-I elU--t L CjULf {J v /~~(lCj:.- _,Of BUILDING DEPARTMENT USE ONLY ~gror,rfmo.mmJll~.J SIC: Sq. Fl: Approval: Zoning: l'J!JRll!!~Qmm"8Jl~ Approval : c.mnrCl\'V.o~II~~mlJJ!!n~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: o I a co m a C (0 Electrical License No : Company: Plumbing License No : Mechanical License No : Company: (y/IJ.S Iv rYldu iNto>:lite. Company: / Expiration Date: Approval: Expiration Date: Approval : Expiration Date : Approval: ~;l (6) This permit was Issued In accordance with the provisions set forth In yopur application and is subjed. to the laws of the State of Cobado and to the Zoning Regulations and BUildi"? Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall e.xpire If (A) the work authoftzed Is not commenced within sixty (60) days from luue dale or (8) the building authorized Is suspended or abandoned (0( a per10d of 120 day's. . If this penrit expires, a new pennit may be acquired for a fee of one-half the amount nonnalty required. provided no changes have been or wiD 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. No wor\( of any manner shaD be done that will change the natural now of waler causing a drainage problem. Conttador shall notify the Building Inspector twenty-four (24) hours In advance tor alllnspecUons and shall receive written approval on lnspedion card before proceed;;ng wrth successlve phases of !he lob. The issuance of a permit or the approval o( drawings and specifications shall not be construed to be a permit for. nor an approval of. any YbCation of the provisions 01 the building cocIes or any other ordinance. law. rule or regulation. . (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234.5933 24 HOURS PRIOR TO INSPECTION Reck and Associates Architecture, Planning, Interior Design 9605 w. 49th Avenue Suite 300 Wheat Ridge, Colorado 80033 (303) 431.8600 Fax (303)422.6341 ~~ ~~ January 5, 1998 ------ j()~... -1 ~ 'i,\I.I r~,,,) o..~' . 1(...;"'" Mr. John Eckert, Chief Building Inspector City of Wheat Ridge 7500 West 29th Ave Wheat Ridge, Colorado 80033 L/b(; if' J/'PV GJ,~ Dear John, We are pleased to inform you that the Building Committee has elected to have a automatic sprinkler system installed throughout the entire basement and two stories of their new Community Building. This will be submitted to the City and to the Fire Department for review in the very near future. We un,j?rstand that this will remove the restrictions for having a E-Div 3 Occupancy on the second floor as long as all other provisions of Section 305.2.3 are met. The Parish wishes to withdraw the earlier letter submitted to you in which they stated that they would not have a day care or full school program. Such programs are not anticipated at this time so the A2.1 Occupancy is still valid for the building. Thanks for your assistance to this matter. DEPARTMENT OF PLANNltI AND DEVELOPMENT Building Permit Number: 6374 BUILDING INSPECTIO IVISION - 235-2855 CITY OF WH ,T RIDGE Date: 12/15/97 7500 WEST 29, AVENUE WHEAT RIDG~,!CO 80215 Phone: 751-3251 Property Owner : Property Address: 4655, Contractor License No.: 19520 Company: Fran~ ,/Pittman Construction Co., Inc. OWNER/CONTRACTOR SIGNATURE OF 4DERSTANDING AND AGREEMENT I hereby certlfylhal the setbacl<dlslances pro I iby this permft application are accurate. and do nol violate applicable ordinances, rules or ulations of the City of Wheat RIdge or covenants, easements"o',l8Il_ of, record; thil II measurements shown, and allegalions made are accurate; that.!, have~ and agJell to ~ Ide by all condftlons printed on this application, and thet I assume full Je\lPOI1slbllllv f<li' plia!1ce with the Wheal Ridge Building Code (U.B.C.) and all other appl~1e Wheat l'l1d~1 lordlnances, for work under this permft. Phone: 783 3900 (OWNER)(CONTRACTOR) SIGNED DATE Construction Value: Permit Fee: Plan Review Fee : Use Tax: Total: $2,175,000.00 $8,186.25 $5,321.07 $26,100.00 $39,607.32 Use: Description: COMMUNITY CEN UILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: 21500 COMMENTS ON SITE PLAN FULL PERMIT FEES FOUNDATION ONLY SEE PW REVIEW SHEET Walls: Roof: Stories: Residential Units: lumbing License No : ompany : Mechanical License No : Company: Expiration Date : Approval: (1) ThIs pennit _Issued In _nce with the" set forlh In yopur oppIk:atIon and 10 sublect to the laws o/the State 0/ Colorado and to the Zoning Rea_ and BUIldIng Code 0/_ R . orsdo or any other __ ordinsnces o/the City, (2) ThIS pennit _ expire W lAl the work Is not commenced wlttiki sbdy (60) dS)'$lR>m I..... date or (B) the building authorized 10 su__ or (3) ~~~~.;,.y be i for alae 01 onlH1sK the amount normalty lequlred, orovlded no changes haw been orwlU be made In the O<iglnal pIsns and ~'and lIlY s or abandonment has not excseded one (1) yest, 11 changes are miide or K suapsnslon or abandonment exoseds _ (1) yssr. fuIIlseO _ be paid ,a psrmIt. (45) No wort< 01 lIlY manner _ be done thai wUI <lh nge the nstursl_ 01 water causing a drainage problem. () Contractor _ nolIIY the BuIkItng In_ ,.Iour (24) hou..1n advance lor a1lli1specllons and shall receive wrttten spprovsJ on Ins~ CSItI beIont _wlths_r>hUesolthejoll,' , (5) The Issusrii:e 0/ . pennit or tho approvsI of cIrsioI- and speclflcslions shall not be construed to be a pennit lor, nor an applOYSl 01. lIlY _ 01 ths proYislons 01 the building codes or lIlY other ordinance. '"!" ,rule or rsgulslion. Chief Building Inspector THIS PERMIT VALID ONLY CALL: ' EN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR 933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNII\I AND DEVELOPMENT Building Permit Number: 6374 BUILDING INSPECTIO . , IVISION - 235-2855 CITY OF WH T RIDGE Date: 12/15/97 7500 WEST 29 AVENUE WHEAT RIDGa,'CO 80215 Property OWner: Property Address: 4655. I RLAN ST Contractor Licellse No. : 1952~ Company: Fran: Pittman Construction Co.. Inc. OWNER/CONTRACTOR SIGNATURE OF 4 DERSTANDING AND AGREEMENT . ! I ~y certifyu..tthe~aCk'd~ piOpOs! ibY"t!iIs"peifliilipliciitlon "re~~, and do not violate applic8ble OfdIlU!ncea, rules or ulationa Of the ~ily of Wheat Ridgil or covenants, ea_nts or real!k;lions of record: thllt 1111 measurements .shown, and allegations made are 8CC\11'ate: thai I ha.. read and egree to e by 1111 conditions printed on this application, and that I aaaume full responslbl1llY. Iianee w~h the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rid .ord,nanoes, for _ under this perm~. . ,;, "',' '0- r";.' ] :';, ,t':,l'{D D~'>\tr.,:(.)i'':-;;:<:;': Phone: 751-3251 Phone: 783 3900 (OWNER)(CONTRACTOR) SIGNED . I r", ~.. ,I ON!' Construction Value: Permit Fee : Plan Review Fee : UseTax: Total: $2,175,000.00 $8,186.25 $5,321.07 $26,100.00 $39,607.32 Use: Description: COMMUNITY CEN Electrical License No: 18367 Company: Duro Electric Expiration Date: 2/28/99 Approval: UILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: 21500 COMMENTS ON SITE PLAN Approval: GK Occupancy: Walls: FULLpERMI,.FEES PAID, FOUNDATION FINISHED, CONTINUE ~Ot.l~~l,lpTION PER PLANS. SEE Pw REVIEW SHEET Roof: . . Stories: Residential Units : iumbing License No : ompany : Mechanical License No : Company: Expiration Date : Approval: (1) This pen11It ....1_1n acconfance with the ! ana set forth In yopur sppllcatlon and is subiect to the I.... of the stataor CctoIado and to the Zoning RegUlatlona and IluUding Code 01_ R~, j Iorado or any other applicable ordinances of the City. (2) this permit shall txPlnl n (AI the WOI1< authorlz~ Is not commencad within sixty (60) daya from I.... data or (8) the building aulhorized is suspendad or abandonad lor a :::::e. j , (3) R this permit expiIes, . now may be aCCl\lI for a fee of one-haR the amount normally required, proyIdad no __ hove been or wiD be made In the original Plans and and any or abandonmanl hss not excaaded one (I) year. R changes... made or R _ or abandonment _son. (I) year, 1uII__1 be paid 'a new_ No work of any mannar _ be done that wID dii .nge lhe naturalttow.of wataf causlna a drainage pIObIam. Con_ shill notifY the lluIldIng In_' .four (24) hours.1n advance for alI..specllona and _I racaIve written _I on InspecIIon COld before ~~ :~:-: =:.the ~"' . sP0CiftC8uon.l shall not be conatnIad to be a permit lor, nor an approval of, any vioIatlon of the provisions of the building COdes or any oIhar ordinance. laiN ,ragUlatIon. efv"flC).L- in ,eltJ1q ~)mmo/l-6, t>..4; " For Ma~or (f f THIS PERMIT VALID ONLY 'EN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL:: 4-5933 24 HOURS PRIOR TO INSPECTION ~ ;iJi"-, ,- ,~., - DEPARTMENT OF PLANNI~ AND DEVELOPMENT BUILDING INSPECTION IVISION - 235-2855 CITY OF WH T RIDGE 7500 WEST 29, AVENUE WHEAT RIDG~, CO 80215 .~, Building Permit Number: Date: 6378 12/15/97 Properly Owner: Property Address: 4655: Contractor License No. : 1979(1 Company: FROr,llER FIRE PROTECTION,INC. OWNER/CONTRActOR SIGNATURE OF Ll DERSTANDING AND AGREEMENT I hereby eertify Ihal the setback distances propos' 'by this pannft application are accurate, and do not violata applicabla ordlnancas, rules or ' ulallons of the City of Wheal Ridge or covenants, easements or reslr1ctlons of record; th I ell measurements shown, and allegations mads are accurate; lha!1 have read and agree to, ide by all conditions printed on this applicalion,and that I assume IuD rel\P!lnsibilily for pOanee with the Wheat Ridge Building Code (U.B,C.) and all other applicable Wheat I'lld~ !ordlnences, for'r"rk under, this pennft. Phone: Phone: 629022 (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : Pennit Fee : Plan Review Fee UseTax: Total. Description : , Use: FIRE SPRINKLER 4' TOM ICOR' 2NO FlOOTNO BASEMENT UILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Occupancy : Walls: Roof: Stories: Residential Units : Electrical License No : Company: umbing License No : ompany : Mechanical License No : Company: Expiration Date : Approval: Expiration Date: Approval: (1) This pennIt _ _In lIOCClI'dancil_the" s set rorth In yopur appIicallon and Is sutlloct to the laws 01 the State 01 CoIofado.nd to the ZDnlng RoguI.tlont and _ Code 01_ Ridge: I oI0rad0 or any oihof oppIicable onIln.ncos 01 the City. (2) This pennIt sh811 expire W (A) the_ .uthoriZ<id not commenood ~n sixty (80) days from Issue dole or (8) tile bulldlng.uthorIzod Is suspended or ' _ror.period oI'l20doys. , (3) If Ihls pennil explres, . new pennlI may be ocqljl for. lee 01 one-hoIf Ih. .mount normoIIy required, Il!OVided no changes ho.. -. or wUl be mode In the original pions and spacIftcotions and any suspan or obondonmont h.s not .xceeded on. (1) year. 11 changes are m8de or If SllSpOl1IOO or obendonmont _ one (I) yoor. fuII_ 8hoH be j>oId for., pennIt. (41 No work of any manner shall be done that will e the natural ftOW' of water causing 8 drainage problem. (5 COntractor shalt notify tile Building 1_ , .four (24) hours In odvanco for oIllnspoctlons.nd sh.1I recelvo wrItIen opprovoI on Inspoctlon coni before . _11ng_ _ """sosollh.lob.' , (6) The Issuanco 01. ponnIt or the oppt'OYlll of dnoitl' .nd specillcotlons sholl not be construed to be. pennIt for, nor on.pprovaI 01. .ny _ 01 tile provisions 01 the building codes or any oIher ordInonce. ....t". or regUI., ~ P('I{o~ 'i 'J:,....L Chief BUilding Inspector . . CALL: 12 -5933 24 HOURS PRIOR TO INSPECTION I t DEPARTMENT OF l>LANNIN AND DEVELOPMENT Building Permit Number: 6378 BUILDING INSPECTION' . IVISION - 235-2855 CITY OF WH T RIDGE Date: 12/15/97 7500 WEST 29t AVENUE WHEAT RIDGE, CO 80215 Property OWner: Property Address: 4655 ARLlN ST Contractor License No.: 19790 Company: FRONIER FIRE PROTECTION,INC. Phone: Phone: 6290221 OVIINERlCONTRACTOR SIGNATURE OF U DERSTANDING AND AGREEMENT I hereby certify that tha setback distances ' by this parmn application are accurate, and do not violate appUcable ordinances, rulas or ulations of the City of Wheat Ridge 0' covenants, easements or restrictions of record; th : all measurements shown, and allegations made are accurate; that I have read and a~ to'a ide by all conditions printed on this application, and that I assUll1f!l fun responsibility Ill' mpllance with the Whaat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridg ordonances, for work under this permn. (OWNER)(CONTRACTOR) SIGNED DATE Total: $10,170.00 $175.50 $0.00 $122.04 $297.54 Construction Value: Permit Fee: Plan Review Fee: Use Tax : Description: FIRE SPRINKLER SY TEM IN BASMENT UILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Occupancy : IL~:] Walls: Roof: Stories: Residential Units : ,umbing License No : ompany : Mechanical License No : Company: Electrical License No : Company: Expiration Date : Approval: . ExpiratiOn Date: Approval: . (1) this permit was lssued In accon::tlince with the P iOns set forth in yopur application and Is sublectto the laws of the State of Colorado and to the Zoning RegulatiOns and BU'1dln1l Code of Vltheat RkIae. or any other apptiCable ordinances of the City. (2) This pennllshaU expire (Althe work authoriZljd Is not commel1cad within sixty (60) days from issue date or (B) tho building authorizad Is suspendad or abandonadlol'aperiodol:al20d. .,' (3) If this permit exp1res. 8 new . t '!'BY be &eqlll for a fee of one.nalf the amount normally required. provided no changes have been or will be made in the orIgtnal plans Bild speclft . and any IUS' or abandonment has not exceeded one (1) year. If changes are made or If susp8nalon or abandonment .- ona (1) year. full_ shaH be paid r. fNI pannll (45l No work 0I""Y manner shaH be done that will the natural flow 01_ causing a dralnaga problem. ( Contractor shaH notify the Building In_ two .four (24) hoUIS in advance for an Inspecli<lns and shall racaIva wrtttan approval on Inspecllon card before IlI'ClC8adIIng _ phaSes 01 the Job. (6) The i8Iua a permJt or the approval of drawi. s and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the bul coctes any other ordinance, law, Me or regulation. Chie ding Inspector IS PERMrrVALlD DNLV,..EN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 214-5933 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 Property Owner: Property Address: Contractor License No" : Company: <'Q.v~'" oF VI<"t-lI'MESE M=T-{/z'S '/&>>> tlHiZ~ ST~E.ET Phone: I-l2c,t-<TiEIZ Rill=- FtcI~Ticl--i Phone: (;2 (-O'?' Z j OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: IOil10 / 7r:..l:1 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 (V. B.C.) and all other applicable Wheat A,idge ordinances, for work under this permit. .11 .t- , .A4'l./'V\" DATEiZ-'1-17 Total" (OWNER)(CONTRACTOR) SIGNED ~~" Description: Fi IZ E: 6I"fZ:\\-l\<::L.tll ?)(.STE-"-1 EPSEHi'I-l T BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : ZOl'llmr&9ml)'l!lI!~:j Approval: Zoning: BmlafnMCoU1men~ Approval: p'Olil~\;oml!!!lJl~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval : /I If!I~B!:CI!!lrlRI Expiration Date: Approval: . _1""~i::II:1 .~.:l (4) (5) (6) 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 Zoning Regulations and Buildin~ Code of Wheat Rid$le. Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue dale or (9) the building authorized Is suspended or abandoned for a period of 120 days. If this permit expires. a new pem\lt 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 (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, futl fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in ad....ance for all inspections and shall receive written approval on inspection card before proceediing with ssi e phases of thel"Ob The issuance 0 rmit r the approval 0 d wings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the pro....isions of the building s or ny other d' aw rule or regulation. l. , [ (1) (2) (3) For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION /'fi~~b"'l~~4{~';'~:fu~"~~"~^,'~r,~,','tJ;.')~J!,_,;I":.~':~U:(Jj,~~,~r,~,'I'C-:",.,;,~~~~~,"'$~~'~'!iYf€1\J11~~~.~';l"\;,~n~~",~,~41!t~h",~;,~!fI!~-~~sT~~~~~ ,v DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION OIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: 6313 12/2/97 Property Owner: Property Address: 4655 HARLAN ST Contractor License No. : 19520 Company: Fransen/Pittman Construction Co., Inc. Phone: Phone: 783 3900 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this penon application ere accurate. and do not violate applicable oJdinances, 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 condlUons printed on this application, and that I assume full responsibiHty forcomp"ance with the Wheat Ridge Building Code (U.B.C.) and an other applicable Wheat Ridge ordinahC8$; .for work under this penon. (OWNER)(CONTRACTOR)SIGNEOc...:. x..:r~ATE /-l..-?; Description: CONSTRUCTION AREA FENCE Total: $2,000.00 $0.00 $0.00 $0.00 $0.00 BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : FENCE SHALL BE SET BACK FROM EDGE OF ASPHALT FAR ENOUGH TO ALLOW PARKING. NO SIGHT DISTANCE OBSTRUCTIONS SHALL OCCUR Approval: Occupancy : Walls: Roof: Stories : Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Expiration Date: Approval: . Expiration Date: Approval: . (1) This permit was Issued in aocorclance with the provisions setfOrth.ln yOPtJr application and Is subJect to the laws of the State of COlorado and to the Zoning Regulations arid Building Code of VVheat 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 (60) days from issue date or (B) the building authorized ls suspended or abandoned lot a period of 120 daYs. (3) If tills permit expires. a new permft may be acquired for a fee of one-half the amount normally required. provided no changes have been or wHl be made in the original ptans aOO apeclncatlbns and any suspenSion or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment axcaeda one (1) yaer, lull faea shan ba paid for a new penn". 145l No wcxk of any manner shaH be done that wiD change the natural flew of water causing a drainage problem. Contractor shall notify the BulJdlng Inspector twenty-four (24) hours In advance for all inspections and shall receive written approval on Inspection card before orocaedIing wlth succasslv8 phasas of the Job. (6) '!'he Issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an applOV8l of, any vtoIatlon of the provisions the bulidlng COdes or ;:;It;:. rule or regulation. ief 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 Property Owner: cpi-jct=N 01" v/~rN/)tl'V/~,>E !f1I1teTY,;eS Property Address: tf t 5.5' ff/lA.UN Phone: Contractor License No.: /q 520 .=..IJ ,/, CN 6(ly<fg Company: ;=~ At tJSE f'J j. 1'1T/,.,.4!J Phone: 719 ?..y;oo 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.) a.nd all other applicable Wheat Ridge ordinances. for work under this permit. (OWNER)(CONTRACTOR) SIGNED ,...-:>~ /~ DATE/2-.2..-"17 De~cription: ?,Ct-JCE. IJJ COAJ5r~t/<TrdJlV #...eEA- Construction Value: Zj 000 Permit Fee: Plan Review Fee: Use Tax: Total: BUILDIN~ART. ~TfiUt.~ ZOftmg~~:~ /0 ~r 7 ~ ~JJ5 . Zoning: r~ ,r7 ;VL '7~~ BmICl!n!l"-'ommen~ ~ \\A/' tI '-'~ No ruv. J ~ Approval: y ~ )IV. / /~ ell15I~Sl.\,;!lmmeJl~ iV0 I, ,.1/ Approval: {) f\) ~ - \1/ Occupancy: Walls: 'I Stories: Sq. Ft.: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: iii mJ~!1.~1t<eJllllij!JI Expiration Date: Approval: . Ie.lll1s:~ilflJlm Expiration Date: A~proval : . -j.~. _;,.~.I;.,.~:~~ (1) (2) (3) This permit WIIS lssued in accordance with the provisions set forth in yopur application and Is subject 10 the laws of the Stale of Colorado and to the Zoning Regulations and Building Code of lNheat Ridge. Colorado or any other applicable ordinances of the City. Thi$ permit shall expire if (A) the 'NOl'k authonzed is not commenced witflin sOOy (60) days from Issue dale or (B) the building authorized Is suspended or abandoned for a period of 120 da)'s. If this permit expires. a new permit may be acquired fot a fee of one-half the amount normally required. provided no changes have been or will be made in the anginal ~ns and spedflatlons 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. No worIc. of any IT\Inner shall be done that will change the natural now of water causing a drainage problem. Conlmctor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on Inspection card before proceecIiino WIth successtve pIlase! 0' the/"Ob. 'rhe issuance of. permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance. law. rule or regulation. (41 (5 (6) 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 ("OEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 6292 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 11/26/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4655 HARLAN ST Contractor License No.: 18367 Company: Duro Electric Phone: Phone: 9343303 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 responsibil' for comphance with the Wheat Ridge Building Code (U.B.C.) and all other applicable t dge oRhna r work under this it. Total: $600.00 $45.00 $0.00 $7.20 $52.20 Construction Value: Permit Fee: Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNE Description : 200 AMP TEMPORARY PANEL BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval : Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval : . Expiration Date : Approval : . Expiration Date: Approval: . (1) (2) (3) This pennlt was iSSued in accordance with the provisions set forth in yapur application and Is subject to the laws of the State of Colorado and to the Zoning Regulations and Bunding Code of Wheat Rlclpe, Colorado or any other applicable ordinances of the City. this pennit shall expire if (A) the work authonzed Is not commencecl within sixty (60) days from issue date or {B} the building authorized Is suspended or abandoned for a period of 120 days. 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 or will be made In the original plans and speclfications 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 No work of any manner shall be done that wm change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hOurs in advance for all inspections and shall receive written approval on inspectlon card before proceedilng with successive phases at the Job. 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 violation of the provisions the building es or any other ordina , law, rule or regulation. l~l (6) h ef 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 INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: Property Owner: Property Address: Contractor License No. : Company: cJlA.i!lc'~' c,:f Ci,<!'f",,,<,,,( c' r/r...,'v jjl'~ '-(6 <;s 1-1.,,, I"." ,.r--W:r - 18".5G'~7 , OUIV t~i~,(./r"L Phone : Phone: q"3 l_r' - J }~, 3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: (; 0") ,. Permit Fee: Use Tax: 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 RidVe y(;ifor work under this permit. ~ 'l .<.y~" (OWNER)(CONTRACTOR) SIGNED A..,' -\. U -( l' DATE Total: Description :~ {) 4n ;J;'h/'1'N'Y' A,'?<::'/ BUILDING DEPARTMENT USE ONLY Approval: Zoning: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: III jt~- Expiration Date: Approval: II _JlllR!/'I!JI!ilf';"'1 Expiration Date: Approvai : .II r--- (1) (2) (3) 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 Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other a"plicable ordinances of the City. This permit shall expire If (Al the work. authonzed IS not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days, 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 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. No work. of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. 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 violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (4) (5) (6) 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 The City of I / f, V) '^. \i I 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215-8713 (303) 234-5900 ~heat GRidge City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 December 15, 1997 Mr. Patrick Quinney, Post Buckley Schuh & 5300 DTC Parkway Suite 150 Englewood, Colorado P.E. Jernigan, Inc. 80033 Re: Queen of Vietnamese Martyrs Community Center, West 47'h Avenue & Harlan Street- Approval of Final Drainage Report, Street Construction Drawings and Erosion Control Plan Dear Mr. Quinney, This letter is to inform you that the final drainage report, street construction plans, and the 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 and approved by the City of Wheat Ridge prior to issuance of the Certificate of occupancy. 2. The proposed public improvements on the West 47th Avenue and Harlan Street frontages shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Certificate of Occupancy. 3. 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. 4. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 5. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 47th Avenue and/or Harlan Street as a result of related construction traffic in the area. Also, the contractor will .be responsible for maintaining Wes 47th Avenue and Harlan Street on a regular basis such they are free of construction debris and tracking from construction traffic accessing the site. V1'LC{('U:[)I'Ai'f;; < III " _ Fire Protection by Computer Design Frontier Fire Protection 2617 West Holden Place Denver Colorado 80204 303-629-0221 Job Name Building Location System Contract Data File QUEEN OF VIETNAMESE MARTYRS BASEMENT 47TH STREET & HARLAN U 97-2713 2713-P. WXl Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 '. Frontier Fire Protection QUEEN OF VIETNAMESE MARTYRS Page 1 Date 120197 Hydraulic Design Information Sheet Date - 12-02-97 Name - QUEEN OF VIETNAMESE MARTYRS BASEMENT Location - 47TH STREET & HARLAN Building - BASEMENT Contractor - FRONTIER FIRE PROTECTION Calculated By - DAVE HUNTER Construction: ( ) Combustible (X) Non-Combustible Occupancy - BASEMENT GENERAL STORAGE System No. - #1 Contract No. - 97-2713 Drawing No. - 1 OF 1 Ceiling Height - VARIES S Y S T E M (X) NFPA 13 Lt. Haz. Ord.Haz.Gp. (X) 1 I ) 2 ( ) 3 ( ) Ex.Haz. I ) NFPA 231 NFPA 231C ( ) Figure Curve Other Specific Ruling Made By Date Sprinkler Operation - 1500 - .15 - 400 Area of Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside D E S I G N - -1'-0" - 0 - 0 - 250 System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model ESLO-20 Size .70 K-Factor 14.5 Temp. Rat. 165 Note RED. CALC. AREA 40% BY USE OF QUICK RES PONE HEAD PER NFPA-13 5-2.3.2.4 Calculation Sununary Flow Required - 618.92 Press Required - 90.185 C-Factor Used: 120 Overhead 140 At Test Underground W A T E R Water Flow Test: Date of Test - 9-27-97 Time of Test Static Press Residual Press Flow Elevation Pump Data: Tank or Reservoir: Cap. - Elev.- 0 Well Proof Flow S U P P L Y Location - @ JOBSITE C o M M Cornmodit y Storage Ht. Storage Method: Class Area % ~ 120 - 57 - 1400 Rated Cap.- @ Press Elev. - 0 Source of Information - WHEAT RIDGE WATER DEPARTMENT Solid Piled Location Aisle W. Palletized % Rack Computer Programs by Hydratec Inc. Route III S T o R A G E Single Row Double Row Mul t. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non R A C K Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Windham N.H. USA 03087 H H", "' "''"'" '" '" " r-l9 ~ acO " '" N a 0 " ,.., ..a -~ <t; <ll'" +' '" 14"" U <ll " <ll W ,., 14 '" +' "' ,.., " '" ~ 0 W 0. '" <ll 0 " '" 0. '" 14,.., '" <t; " <ll,"," Z "' 14 <ll '" ,",..,..., " W 14 ro ro -M H <ll U " " '" > +' ...-1 '0 "0 " '" ro +J-rl-rl '" ro '" '" <ll 0 +' <ll <ll -~ ,., "'''''' +' Z +' I I I " W .~ ,..,NN P W u uuu &: ::0 a H ! "' H '" "' cO'" '" :Ecofj;:E / Ho...,......; o...:E~ C/)~ 'Ol9C4CO 0... 0,. 19. NQ'I_o U) \.00\ ., N,......; \.0 ... >._0'\ co co Q) +l '., .r-ll-l.....;,oCOc / O\,O::Iu c,......,...-I I" Ul 1'01..0 tJ'1 3: Ul'nE:" ~ "Oa.l1::lv3:ro g~6::~Cl~::E ...-1 __~ ~ +lee .j...J - ro Q) ill Q) Q)r-l Q) / :>+J+JUlU)rcll.l-l Q)UlUlOO.wro ~c7;c7;~:r:~U) I I I I ...,NN '" 000 0 / - 2 / / / - / / - / / / ~ 1/ / N - 0 . / I----- ---- --- -' / ---- / ---- ---- ..., ---- - I. o o 00 ..., a o CD ,.., r- '" ..., a N N ,.., <ll <ll iO' +' ro ro '" 0 ro +' ro 0 0. E " '" a cO ..., a .,. ..., a '" ..., a N ,.., a ,.., ,.., a a ,.., a '" a 00 a r- a CD a cO a .,. a '" a N a ,.., '" '" w "' "' ::0 " w Frontier Fire Protection QUEEN OF VIETNAMESE MARTYRS Page 3 Date 120197 Fitting Legend Abbrev. Name A B C D E F G K L M Q S T W Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve Detector Check Valve Long Turn Elbow Medium Turn Elbow Flow Control Valve Swing Check Valve 90' Flow thru Tee Wafer Check Valve Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Mr. Patrick Quinney, P.E. PBS & J, Inc. Page 2 6. Upon completion of the drainage improvements the engineer, Mr. Patrick Quinney, 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. If you have any questions, please contact me at 235-2868. GWK cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer John Eckert, Chief Building Inspector Meredith Reckert, Senior Planner John McGuire, City Surveyor Reck & Associates File Frontier Fire Protection Page 4 QUEEN OF VIETNAMESE MARTYRS Date 120197 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 c 1 1 1 1 1 1 1 1 1 1 0 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 W 10.3 Z 2 2 10 10 10 10 10 10 10 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 c 1 1 1 1 1 1 1 1 1 1 0 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 Q 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 W 13 .1 31.8 35.8 27.4 z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Frontier Fire Protection QUEEN OF VIETNAMESE MARTYRS Node Elevation K-Fact Press No. Actual 0001 -2 14.5 19.13 0002 -2 14.5 18.42 0003 -2 14.5 18.07 0004 -2 14.5 17 .4 0005 -2 14.5 17.78 0006 -2 14.5 17.12 8 -1 20.17 9 -1 24.08 6 -1 21.36 7 -1 25.48 1 -1 19.84 2 -1 23.69 3 -1 32.8 4 -2.29 33.88 5 -2.29 35.78 BFl -9.5 83.83 BF2 -9.5 90.74 TEST 0 90.19 Page 5 Date 120197 Flow Density Area Press Added Req. Req. 63.42 .1500 400.00 7.000 62.24 .1500 400.00 7.000 61. 64 .1500 400.00 7.000 60.49 .1500 400.00 7.000 61.14 .1500 400.00 7.000 60 .1500 400.00 7.000 250 The maximum velocity is 21.26 and it occures in the pipe between nodes 0001 and 7 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 Frontier Fire Protection Page 6 QUEEN OF VIETNAMESE MARTYRS Date 120197 Hyd. Qa Dia. Fitting Pipe pt pt Ref. "en or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0001 63.42 1.104 IT 6.413 1.500 19.128 19.128 K Factor = 14.5 to 120 6.413 -0.433 7 63.42 0.8581 7.913 6.790 Vel = 21.256 63.42 25.485 K Factor 12.56 0002 62.24 1.104 IE 2.565 1. 500 18.423 18.423 K Factor 14.5 to 120 2.565 -0.433 6 62.24 0.8288 4.065 3.369 Vel = 20.860 62.24 21. 359 K Factor 13.47 0003 61. 64 1.104 IT 6.413 1.500 18.071 18.071 K Factor 14.5 to 120 6.413 -0.433 9 61.64 0.8140 7.913 6.441 Vel = 20.659 61.64 24.079 K Factor 12.56 0004 60.49 1.104 IE 2.565 1. 500 17.403 17.403 K Factor 14.5 to 120 2.565 -0.433 8 60.49 o . 7862 4.065 3.196 Vel ~ 20.274 60.49 20.166 K Factor 13.47 D005 61.14 1.104 IT 6.413 1. 500 17.781 17.781 K Factor 14 .5 to 120 6.413 -0.433 2 61.14 0.8018 7.913 6.345 Vel = 20.492 61. 14 23.693 K Factor 12.56 0006 60.00 1.104 IE 2.565 1. 500 17 .122 17.122 K Factor 14.5 to 120 2.565 -0.433 1 60.00 0.7744 4.065 3.148 Vel = 20.110 60.00 19.837 K Factor = 13.47 8 60.49 1.452 18.910 20.165 20.165 to 120 9 60.49 0.2070 18.910 3.915 Vel 11.720 9 61. 64 1.687 IE 5.022 10.200 24.080 24.080 to 120 IT 10.044 15.066 0.559 4 122.13 0.3658 25.266 9.242 Vel = 17.530 122.13 33.881 K Factor = 20.98 6 62.24 1.452 18.910 21.358 21.358 to 120 7 62.24 0.2182 18.910 4.127 Vel 12.059 7 63.41 1.687 IE 5.022 10.200 25.484 25.484 to 120 IT 10.044 15.066 0.559 5 125.65 0.3855 25.266 9.741 Vel 18.035 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 '. . Frontier Fire Protection Page 7 QUEEN OF VIETNAMESE MARTYRS Date 120197 Hyd. Qa Dia. Fitting Pipe pt Pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 125.65 35.784 K Factor = 21.00 1 60.00 1.452 18.910 19.837 19.837 to 120 2 60.00 0.2039 18.910 3.856 Vel 11.625 2 61. 14 1.687 1E 5.022 10.200 23.693 23.693 to 120 1T 10.044 15.066 3 121.14 0.3603 25.266 9.104 Vel 17 . 388 3 2.727 15.080 32.798 32.798 to 120 0.559 4 121.14 0.0347 15.080 0.524 Vel 6.654 4 122.13 2.727 15.080 33.880 33.880 to 120 5 243.27 0.1262 15.080 1. 903 Vel 13.363 5 125.65 2.727 3E 9.736 73.870 35.784 35.784 to 120 2T 19.471 90.865 3.123 BFl 368.92 0.2727 1S 22.716 164.735 44.924 Vel ~ 20.265 BF1 0.01 2.727 3.330 83.831 83.831 to 120 6.000 Fixed loss = 6 BF2 368.93 0.2727 3.330 0.908 Vel - 20.266 BF2 -0.01 4.1 1E 14.534 80.000 90.739 90.739 to 140 1G 2.907 46.508 -4.114 TEST 368. 92 0.0281 1T 29.067 126.508 3.560 Vel = 8.965 250.00 Qa = 250.00 618.92 90.185 K Factor = 65.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t'J!}.... ,....'.... \Xf:(~} o . Application The Ames 2000ss provides positive drip-tight closure against the reverse flow of non potable liquids caused by a cross connection. The 2000ss can be used in fire protection systems, irrigation systems and other systems requiring low and intermediate hazard protection. & ~ . Operation In normal flow conditions, the inde- pendently operating check valves re- main closed until there is a demand for water. Each of the check valves in se- ries is designed to open at approxi- mately (1) PSI pressure differential in the direction of flow. At cessation of flow or under a back pressure condi- tion, both check valves will close until the resumption of normal flow. . Installation The 2000ss should be installed with adequate clearance and easy accessi- bility for maintenance and testing. The 2000ss may be installed vertically or horizontally. Refer to local codes for specific installation requirements. . Features · Lowest documented head loss. · Non-corrosive 300 series stainless steel construction. · 50% lighter in weight, reduces in- stallation and handling costs. · Only assembly ASSE 1015 vertically approved. · 40% shorter end to end dimensions for compact, inexpensive installation. · Excellent for retrofit applications. · Single two-bolt grooved style cover for quick and easy access. · Simple service procedures, re- quires no special tools. · Patented' cam-check assembly for long term reliability, low head loss, ease of serviceability. 'Patent # 5.046.525 . National Approvals** Approved by national approval agencies. @ . MODEL 200088 Double Checl'~ u88embli7 ~"'. 0 0 e E c ~ 000 o 0 0 0 0 -rl. I. .1 F A B _ Ames 2000ss - Weights & Dimensions (inches) _ Physical Characteristics Sizes-21/2', 3', 4", 6', B', 10", 12' Rated working pressure -175psi Hydrostatic Pressure - 350 psi Temperature range - 32"F - ttO'F Flange dimension in accordance with AWWA Class D All internal metal parts 300 series stainless steel Construction 300 series stainless steel Assembly shall be ASSE 1015approvedfor vertical installations, AWWA C510-B9 SIZE A B C 0 E(~5J,n\ F N'lJX1.(lb.) N;~~.llb.) wGates woGaes 2112' 22' 38" 10' 3112' 16112' 7' 1401 53# 3' 22' 38' 10' 33/4' 22' 7112' 215# 55# 4' 22' 40' 10' 41'" 23112' 9' 225# 58# 6' 271/?' 481'" 15' 51'" 301'" 11' 375# 105# 8' 29112' 52112' 15" 63/4' 373/4' 13112' 561# 169# 10' 29112' 55112' 15" 8' 48' 16' 763# 179# 12' 29112' 57112' 15" 9112' 54' 19' 1033# 209# .21/2"&'DmI1llllWRtJIICIIIndIttIIG(lncludinoshut-offrtll""s) . rlJlJCllmtlllldFlorrClllntlIriltJu(ltlCludillQshuf-olfl'Ol/ws) U 10 10 i' ~' eo ), ......................... .................. ...L2 . . 200 ... ... _...(G"") 500 600GPM 100 . 4'"DfJCllmIIIIId Roll Ch..1frIIIIcI (lncludlfIQ shut-off VII/res) I. -a' i, I: . . .('. ,/' (\ --- '- ....- ... 500 ....... 100 200 ... ... 1'lIJIJR*{GPII) . rOtlUlllMltd FIIlrtca..:tlrlr1la {1ncludJr/(J shut-off W/I'lS} I. /; ........ It' / ^ ./ .......... - -- ;t, '" I' 1 : . . 500 750 1000 RtwtR".(GPM' '250 1500 QPM ... _ Specifications The double check shall consist of two independently operated spring loaded cam-check valves, required test cocks, and optional inlet and outlet resilient wedge shut off valves. Each cam-check shall be internally loaded and provide a positive drip tight closure against the reverse flow of liquid caused by back siphonage or back pressure. The modular cam-check includes a stainless steel 916.666.2493 1485 Tanforan Avenue P.O. Box 1387 i' u, ~ eo. I, o . , ... eoo 1200 1600 RowR*{GPMj ,<>00 2400 GPM . 1trDO&llmflll.FIow~tIrlstlu (1rn:/lldingsllUl-offl'Jlves) u 10 ;t, '" I' ~ .0 . ), , , ... to" 1000 1500 2000 Row R"'{GPIt} 2500 3000 GPM . trDrH:tllllMI,1Id Row C""'n/Jcs (Including shut-off ~Ives) ... ,. 1;'.. '" j:H , o ... t2" '200 1800 2400 RDwRtlle(GPM) 4000 GPM 3200 For information on the 3/4" -2", see form M82-61, spring and cam-arm, rubber faced disc and a replaceable se~t. The body shall be manufactured from 300 series stainless steel, 100% lead free through the waterway, with a single two-bolt access c9ver. No special tools shall be required for servicing. Double check shall be Ames 2000ss. "'Contact the factDry fDr specific approvals Woodland, CA 95776 H..'....) o FAX 916.666.3914 M82-53 3/96 A UTOMATIC SPRINKLERS MODEL IN BULB SPRAY SERIES UPRIGHT-PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) r LOBE@ FIRE SPRINKLER CORPORATION DESCRIPTION AND OPERATION The Globe Model IN Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to meet varying design requirements. The heart of Globe's Model IN sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid, When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. - (: ..,/ TECHNICAL DATA U.S. Patent No, 5.494,114. See reverse side for Approvals and Specifications, Temperature Ratings - 1350F (570C), 1550F (680C), 1750F (790C), 2000F (930C), 2860F (141 oc), 3600F (18rC). Water Working Pressure Rating - 175 psi (1207 kPa). Factory tested hydrostatically to 500 psi (3448 kPa). Maximum low temperature glass bulb rating is -6rF (-550C). Frame - bronze Deflector - brass Screw - brass Bulb seat - engineered plastic O-ring - silicone elastomer Bulb - glass with glycerin solution, 5mm size, ~'liL , . UPRIGHT PENDENT I~'-' CONVENTIONAL , iii VERTICAL SIDEWALL HORIZONTAL SIDEWALL SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE BULB COLOR N.F.P.A. MAXIMUM SPRINKLER TEMPERATURES CEILING TEMPERATURE ORDINARY 13S"FII SS"F S7"C/6S"C ORANGE/RED IOO"f 3S"C INTERMEDIATE 17S"FI200"F 79"C/93"C YELLOW/GREEN ISO"F 66"C HIGH 2S6"F 141"C BLUE 22S"F lorc EXTRA HIGH 360"F IS2"C MAUVE 300"F 149"C L 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 JUNE 1996 A.12N 517-846-4583 . FAX 517.846-9231 BULLETIN IN-I, REV. #2 A UTOMATIC SPRINKLERS MODEL IN BULB SPRAY SERIES UPRIGHT. PENDENT. VERTICAL SIDEWALL HORIZONTAL SIDEWALL .CONVENTIONAL (OLD STYLE) SPECIFICATIONS ORIFICE SIZE NOMINAL "K" FACTOR THREAD SIZE .LENGTH FINISHES 3/8" (IOmm) 2.8 (39 metric) Ill" NPT **2 1/4" (5.7 em) Factory Bronze ***Satin Chrome 7/16" (12.5mm) 4.2 (59 metric) 1/2" NPT **2 1/4" (5.7 em) Bright Chrome 1/2" (15mm) 5.6 (80 metric) I/l" NPT 2 1/4" (5.7 em) White Polyester ***Black Polyester 17/32" (20mm) 7.8 (III metric) 1/2" NPT **2 1/4" (5.7 em) Wax Coated lead Coated 17/32" (20mm) 8.1 (116 metric) 3/4" NPT 27/16" (6.2 em) ****Wax over Lead STYLE ORIFICE 13SoF ISSoF 17soF 2000F 2S6OF 3600F U,L CANADIAN F,M, N,Y,C,. D.O.B, SIZE S70C 6SoC 790C 93"C 1.floC IS20C U,L. MEA IOI.92-E 3/8" X X X X X X X X -- X 7116" X X X X X X X X - X UPRIGHT 1/2" X X X X X X X X X X 17/32"* X X X X X X X X X X 17/32" X X X X X X X X X X 3/8" X X X X X X X X -- X 7/16" X X X X X X X X -- X PENDENT 1/2" X X X X X X X X X X 17/32"* X X X X X X X X X X 17/32" X X X X X X X X X X 3/8" t X X X X X X X X -- X VERTICAL 7116" X X X X X X X .X X SIDEWAll t -- 1/2" X X X X X X X X X X 3/8" X X X X X X X X --- X HORIZONTAL 7/16" X X X X X X X X X SIDEWAll ~ --- 1/2" X X X X X X X X X X CONVENTIONAL 1/2" X X X X X X X X --- X (OLD STYLE) 17/32" X X X X X X X X --- X ApPROVALS * HORIZONTAl SIDEWAll JS 2 9116". .. EXCLUDING P1NTLE.. - FINISHES AVAIlABlE ON SPEClALORDER. - WAX COATING UL UsrEO UP TO 200.F ONLY. NOTE: METRIC CONVERSIONS ARE APPROXIMATE. ORDERING INFORMATION SPECIFY . Quantity Model Number Style Ormce Thread Sizes Temperature Finishes desired Quantity - Model IN Wrenches - PIN 325390 (Ill"); PIN 312366 (LO.) t HORIZONT At SIDEWAll UL UsrEO FOR DEFLECTOR ..- TO I r BELOW THE CEIUNG. tVERTICALSlDEWAll UlUSTED FOR UGHT HAZARD ONLY. ;]I8M VERTICAL SIDEWALL Ul USTED FOR UPRIGHT INST AUATION ONLY. .11132" X In.'' NPT. GLOB~ PRODUCT WARRANTY LOBE- FIRE SPRINKLER CORPORATION Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship fora period of one year from date of shipment. For specific details of our warranty please refer to PricE List T emu and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 517-846-4583 FAX 517-846-9231 JUNE 1996 PRINTED U.S.A. BUllETIN IN-I, REV. #2 ESLO-20 . Very Extra Large Orifice Extended Coverage Ordinary Ha~rd Recessed Pendent, Pendent and Upright Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 r: ~ Product R Technical ~ Description illllIiI Data . The Central Model ESLO-20 Very Extra Large Orifice Recessed Pen- dent, Pendent and Upright Automatic Sprinkler is a low cost, aesthetically pleasing unit, specifically designed for Extended Coverage/Ordinary Hazard for all Groups as defined by NFPA 13. The ESLO-20 is acceptable for installations in unobstructed con- struction' per NFPA 13,1991. The ESLO-20 is Listed for an 1S" com- modity clearance from the deflector, as standard sprinklers are per NFPA 13. The Model ESLO-20 Sprinkler incorporates a specially designed deflector that provides a much greater area of coverage than most commercial sprinklers. A two (2) piece recessed escutcheon assembly that provides for 3/4" of field adjust- ment is available. The Model ESLO-20 has a K-factor of 14.5. a maximum temperature rating of 2120F/100oC, and a maxi- mum working pressure of 175 psi. The Model ESLO-20 is available in three standard finishes, brass, chrome plated and white painted. Its mating recessed escutcheon plate is available in three standard finishes, brass, chrome plated and white painted with additional special painted finishes available. Now Listed for non-combustible obstructed construction" consisting of solid steel and concrete beams. WEB members of open WEB trusses must not exceed 1" diameter. Maxi- mum ceiling slope of 2" per foot. . Model: ESLO-20 Style: Recessed Pendent, Pendent and Upright Escutcheon: Model ESLO-20 (2-piece) Recessed Note: Only the Model ESLO-20 (2-piece) Recessed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. Wrench: ELO/ESLO/ESFR Combination (pendent and upright) ESLO Offset (recessed pendent) Orifice Size 0.70" (VELO) K-Factor: 14.5 Thread Size: 3/4" NP.T. Temperature Rating: 1650F/740C 2120F/100oC Installation Limitations: . Unobstructed construction' Minimum hydraulic design area of 5 heads or 1500 sq. ft., whichever is greater. . Minimum spacing between pendent sprinklers is 16'. Mini- mum spacing between upright sprinklers is 15'. Approvals: U.L. Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass, chrome plated, white painted Escutcheon: brass. chrome plated. white painted Corrosion-Resistant Coatings: white or black Length: Width: Weight: 31/S" 1 3/4" (frame) 4.S oz. -L ( ----"- - Jl /~- ", -" -. - .' -~ ''''''''..---:;.1 "~y/ i?:< Exterided ;<S~, Coverag' e,.';f:;~: Ordinary'Ha~fd Recessed" h /'~'_';J'~:",::~:W-'I;'~N": ,'-- :' 'i ~'> "", Installation Diagrams ESLO-20 Extended Coverage Ordinary Hazard Pendent Recessed Pendent , \ \ \ ) , , , , ,-- , I 1" x 3/4' / Reducing (...---- Coupling , -t-- , , ~~, 23/8" (Ref.) 31/8' I, 2 3/4" Oia. Min. 3" Dia. Max. 25/16" 35/8" Dia. 'Nominal Wetting Pattern Ordinary Hazard, .15/.16 GPMlft' Upright - ,., :I: 2' 4' 6' 23/8" (Ref.) 8' "Halt' lodi~t" one half 01. symmetric. spray patwm. . This is informational only. Spacing must conform to the Listing requirements contained in this brochure Position of Deflector When Located Above Bottom of Beam Distance Maximum Allowable From Sprinkler Distance Deflector to Near Side of Above Bottom of Beam Beam Less than l' 0" l' to less than 1'-6" 0" l' to less than 2' 1" 2' to less than 2'-6" 1" 2'-6" to less than 3' 1" 3' to less than 3'-6" 3" 3'-6' to less than 4' 3" 4' to less than 4'-6" 5" 4'-6" to less than 5' 7" 5' to less than 5'-6" 7" 5'-6" to less than 6' 7" 6' to less than 6'-6" 9" 6'-6" to less than 7' 11" 7' and greater 14" ,-- , , , , ) , , , , Ceiling / 1"x3l4" 1'.------- Reducing ( Coupling , , , , , 31/8" --, , , __---L-~.__ , ( l' X 3/4" , \---- Reducing \ Coupling Naito Exceed Mulmum Specnied lor type of Construction L- ~ \:l' Beam Maximum Distance Deflector Above Bottom of B9am Distance from Near Side 01 Beam --- For SI Units: 1" = 25.4mm; l' = 0.304Bm 2 . Faeeal Reducing Coupling I I 11/8"Max 318"Min. I Model ESLO-20 (2 piece) Recessed Escutcheon . -=-- ==- ---- --- ~ . Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.15 GPM/tt2 - NFPA 131991 Temperature Rating 1650F1740C & 2120F/100oC Design Data Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 18 x 18 feet (324 sq. tt.) 9 feet 48.6 gpm 11.2 psi 20 x 20 feet (400 sq. tt) 10 feet 60.0 gpm 17.1 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density Q.16 GPMlft2 - NFPA 131989 or earlier Temperature Rating 1650F1740C & 2120F/10QoC Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 18 x 18 feet (324 sq. tt.) 9 feet 51.8 gpm 12.8 psi 20 x 20 feet (400 sq. tt) 10 feet 64.0 gpm 19.5 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.19 GPMlft2 - NFPA 131989 or earlier Temperature Rating 165"Fn4"C & 212"F/100"C . Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 18 x 18 feet (324 sq. tt.) 9 feet 61.6 gpm 18.0 psi 20 x 20 feet (400 sq. tt) 10 feet 76.0 gpm 27.5 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.20 GPMlft2 - NFPA 131991 Temperature Rating 165"Fn4"C & 212"F/l00"C Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 18 x 18 feet (324 sq. tt.) 9 feet 64.8 gpm 20.0 psi 20 x 20 feet (400 sq. tt) 10 feet 80.0 gpm 30.4 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.21 GPM1ft2 - NFPA 131989 or earlier Temperature Rating 1650Ff740C & 2120F/100oC . Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 18 x 18 feet (324 sq. tt.) 9 feet 68 gpm 22.0 psi 20 x 20 feet (400 sq. It) 10 feet 84 gpm 33.6 psi Caution: Spacing less than 18 x 18 feet must not use less than the mini- mum sprinkler design pressure shown for 18 x 18 foot coverage. for the applicable hazard group, Minimum spacing between pendent and recessed pendent sprinklers is 16'. Minimum spacing between upright sprinklers is 15'. 3 ~ Installation All Central Model ESLO-20 Re- cessed Pendent. Pendent and Upright Automatic Sprinklers must be installed according to current NFPA 13 Standards and these installation instructions. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local 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 installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. For Pendent and Recessed Pendent sprinklers, the face of the sprinkler fitting should be installed a nominal 3/4" (:I: 3/8") 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 a Central Sprinkler Wrench, to tighten the unit into the fitting. A leak-tight joint requires only 7 to 14 ft.-Ibs. of torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft.-Ibs. may distort the orifice seal, resulting in leakage. The sprinkler shall be oriented so the frame arms are parallel with the branch line pipe for upright sprinklers, "Teflon is a trademark of the DuPont c~.~. "......>t> ,'., .;,.,. , .ate .... ...,;.9Jl~a,!m .0 . .~~'. i ,.:~~ot~~WI~eJe.us~J1~R e~t!la ;. Mainwon ance operated. Replacelinyprin'kler ..." . .....~""' exhibiting corrosion .ori!~mage; . ...., _~r:ninimun:!,~p",a ';' .i-:llr.,,:,.. " I... ". always use new spnnklers of ~e.' ';':~);;r,m~n~~ and regulation Spnnklers must be handled care- same type and temperature ra~lng as;'~~'~~~;'. .' c.;>.'" .... fully. Theymust not be transported replacements.. '. ..' I:GUhrantee: Central $Pflhkl~fCom- or stored where ambient temperature .~ecause the d~schar~e pattern is ,.j~~~y,Will repair and(6i;r~Plag~.!lny. may, exceed recommended NFPA cnlleal to prot<<:ctlon of hfe and ."'f'prC)d,\.Icts 10und tObe~dfeCti'le1n'~"" limits, For'1~50F/740C sprinklers, this properly, nothing s~ould be. hung or m~~erial or Workman~!i!itYtitfijli:~> temperature IS 1 00~F/380C. For best attached to the spnnkler unrt that pe~lod of one yearfro~he"'lfate'of results, store them In a dry, cool would disrupt the pattern. Such shipment. Please refer ti> the current location in the original shipping obstructions must be removed. In the Price List for further details of the package. event that construction has altered warranty. Do not install sprinklers that have the origi~al co~figuration, the system been dropped or visibly damaged. ~ust be Inve~tlg~ted and the protec. Sprinklers must never be painted, tlon level maintained. . coated, plated, or altered in any other .00 no~ attempt t? replac~ spnnklers way from manufactured condition or ~Ithout first removing .the fire protec- th~Y,JTl~Y not function properly. Any tlon system fro,:" ~ervlce. Be certai~ sprinklers altered in such manner to secure perrmsslon from all authon- must 'be replaced. ties having jurisdiction, and notify all i:iT'1!l ,owner is responsible for the per~onnel who may be affected PrQPe,roperating condition of all fire dunng sYlltems.h.l!!d()\'[n. A fire P.retecuon devices and accessories. watch during maintenance periods is The1llFPAstandard 25 entitled' a wise precaution. 'In;p~ction, Testing and Maint~nance To remove the system lrom service. dr;Water-Based Fire Protection mode, lirst refer to the system sYi#ems', contains guidelines and ope~ating guide and valve instruction. niinimum maintenance requirements . Drain water and relieve pressure in Furthermore, the local Authority . the ~ipes. Remove the existing unit Having Jurisdiction may have addi- and Install the replacement, using tional regulations and requirements only ~he special sprinkler wrench. Be 10cmaintenance, testing, and inspec- certain to match mo?el, style, orifice, tion'.tIlat must be obeyed. and temperature raling. . '. ~~vis8:ble to have sprinkler A fire protection syste~ th~t has ;S~ s inspected regularly by a been shut o~;1ill~r an activation ,...inspection service. !-ength of should be retumed t~ service immedi- ,~f).;yeen such inspections can ately, Inspect the filnbre syst:m for ,~ l!!!}98CCessibility, ambient damage andtep;lace or repair as atrTlosphere, water supply, and site necesflary, Sp[l.n.k1ers that did not .i1ciWfiy. operate but weresubjected to corro- . sive elements of Combustion or i~ CENTRAL ")""'~o;.l~, U';.':'f'~ .; k'" Central Sprinkler Company 451 North Cannon Avenue. Lansdale, PA 19446 Phone: 215.362-0700 FAJ<:' 215-362-5385 , ;e>1l!ll~.Cenlral Splinkler CompanY' 1'>ffl d In U.S.A. . Ordering Information: , placing an order, indieil\e product name. p.lease~ quantity, model, style,c5"',oo ze. ,','.,- ,"-, ' tem~erature rati~g, ~.P2J~I~Ql~D .or coaling, and spnnkler wrencn, . Availability and Service: Central sprinklers, valves, accessories, and other products are availablethrough- oulthe U.S. and Canacla/~rid';;' internationally, throughanetVC~'rk of Central Sprinkler distri~utIo~~ters You may write directlY'ig'cermaJ"'"' . '_ .....'.."... ..:,'(~X~".~"" " ',' Spnnkler Company, orCalI,(~~.?) ;362- 0700 for the distributor nearest you;' , ,.:~L 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/cnl' 1 U.S. gallon = 3.785 dm' = 3.785 liters Conversions are approximate. -- . ENGINEERED LlGHTWALL SPRINKLER PIPE The Most Technologically Advanced Type of Sprinkler Pipe. . (ULC) uL ~ Approved . Super Fie Pipe manufactured by Allied, represents the latest technical advancemenlln light wall sprln,,:er pipe for low cost sprinkler protection Super Flo Pipe is manufactured ',n ,. through 4w sizes to A$TM A 795 Type E, Grade A, lor a maximum working pressure of 300 psi. UL and ULC listed tor use in wet, dry, preaction and deluge systems FM approved lor use in wet systems Allied Super Flo'~ Pipe offers superior features to conventional Schedule 10 Physical features' and . Useable with standard Cost and lime . Standard hanger characteristics: grooved couplings, savings spacings . Superior hydraulics fittings and valves as . Factory roll grooved . St':lndard equipment . Black exterior linlsh well as plain end ends :or welding and . Substantially greater firtings (10 applicable . Available cul.to- ,:;rOllvlng yield strength listed/approved length . Very high tensile working pressures) . Freight savings strength . Available in 1" through . light weight 4~ sizes . Engineered for welding r Super Flo'. Pipe represents the latest technical advancement in light wall sprinkler .piPe. Ideally suited for use in most sprinkler system installations, Super Flo offers advantageous hydraulic design capabilities. Light weight but incredibly strong, the precision- engineered Super Flo light wall sprinkler pipe allows for ease of handling to facilitate installation, at significantly reduced labor costs. Complies with ASTM A 795 Super Flo Pipe is manufactured to ASTM A 795 Type E. Grade A standards. Coatin9 Super Flo products are coated with an environ- mentally approved and specially formulated modified acrylic coating that is palntable. The black coating acts as an excellent primer and is resistant to weathering and UV degradation from outdoor storage. Fabrication Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding, and roll grooving. No special process or equipment are needed for fabrication and installation. Flow Characteristics Larger inside diameters provide Super Flo with superior flow characteristics. Significant improvements over both Schedule 10 and Schedule 40 lend themselves to hydraulically calculated sprinkler systems. The table below shows the differences between Super Flo. Schedule 40 and Schedule 10. Economical Benefits Super Flo is offered in both plain and factory roll grooved ends. Special cut to length orders are also accepted for Super Flo pipe. Physical dimensions allow use with approved/listed standard plain end fittings as well as grooved couplings, fittings, and valves. Standard hanger spacing requirements are permitted for Super Flo pipe. Size range is from 1" through 4". ... UL & ULC L1sted/FM Approved Super Flo is manufactured to ASTM A 795. Type E. Grade A requirements. Listing/ Approval included the following considerations: 1. Flexural strength 2. Fire resistance 3 Sidewall burst strength 4. Vibration resistance 5 Corrosion resistance 6. Joint strength 7. Hydrostatic strength 8. Welded outlet strength Copies of laboratory approval reports are available on request. @@ ~~" , ~ -I:"" Approved FRICTION LOSS SUPER FLO (PSI/FOOT) C=120 PIPE WEIGHTS/FOOT 1.0. 0.0. SUPER SUPER I PCS.! NPS In. In. GPM FLO SCH-40 SCH-10 FLO LIFT SCH-40 SCH-10 1" 1.197 1.315 40 .2467 .4691 .3773 791 I 91 1.68 1.40 1'/l' 1.542 1.660 100 .3915 .6721 .5426 1.008 I 61 2.27 181 11/t." 1.752 1.900 120 .2945 .4445 .3592 1.404 I 61 2.72 2.08 2" 2.227 2375 150 .1384 1989 .1616 1.769 I 37 365 2.64 2%" 2.727 2.875 300 .1860 .3018 .2198 2.211 I 30 5.79 353 3" 3352 3.500 500 1752 .2696 .2006 2.705 I 19 7.58 4.33 4" 4.352 4.500 750 .1040 1520 .1154 3.486 : 19 1079 5.61 . Allied TUBE & CONDUIT 16100 South Lathrop Avenue Harvey. Illinois 60426 (708) 339-1610 1-800-8ALLlED ~ A Grinnell.coMPA"' . l~M 6191SP PRINTED IN U,S.A SALES OFFICES AND WAREHOUSES United States ARIZONA -..~,_ Jlll__Thcwnoo"". _11i02I2n_M3S CAUFORNIA ~'c...,=_'Il5Ga"'''''''''_le'''1''7_1lOOl f.-,.",O'26;I, _ 110' SovIh P<oc_.. _. _ 1710) 17].n. H_C!lo<~~ _ ,~_w.,-("51.,-elOO SA<>-_~"_'J'__.-1~61"''''W1 COLORADO o.n..fI<Y.'02_211,F_S1_IJOJIa25_"B' FLORIDA "- JJfI,g _ ,uo Mu...o _. _ IB'J' U1~76' GeORGIA _3OJ'B_",~_o.-.__I_IS2'-41!01 HAWAII E_a-n1l6101 _ g,.__ St....-A _ [_1682_5600 ILLINOIS """"00126_ '~")OSo<An_S1._I]''''IlH.\_ INOIANA ~4622l!_!MI\~E....l3>'<lSl -13'1jIltS.~~. LOUISIANA .-,.",ro121_JOO_.....,..._"OO-I~11Q1.{l362 ""'RYLANO eoo.- 'I"l>46 _!16M St-. _......,. _13011301'....,., MASSACHUSETTS C-(t!O:lI_':!Os-..Ild._le'1j~ MICHIGAN ~48"'''_>1lI!i5'l.__D<__I:l131:192.JIlOO MINNESOTA ~~3'_"""W_Sl, -le'21_.7\" MISSOURI Sl.l"""",,"O_'6'5S<>o.oh~_r.l"'1"7'''~ N.Kana..uC...64,,6_'1lJO............._I.'GIH.-<l6OO NEW JERSEY (M.tro NYC A.....} lIo<><O<>p.,..01=_W_ll<_FId _12011696-0600 NEW YORK _'_1_'J.lev-..o.,._._I"ft'''~_1'''0 NORTH CAROLINA CI>a<lono2S2OB_''''''__S1._P'l)&'l'S-..J' OHIO ~'='_'02!>Udaw_ _[~']12".o..o c-., "'OJ _ '2'94.516 E.. 551'\ S1. _ll1ftl':!l.4,J" OKLAHOMA ,.....,.,.5_."'S'O">")'he..__I91B'622_6060 OREGON ,.",._t1210_)240__ 29lh_. _1='223.7100 PENNSYLVANIA _.9020_.."F.....Rcl._!2151~ ~'=-\321fl<<1o_ -["21321_ TENNESSEE ~)Il'2- :!l5C....-....c1St. -IWll~-:!lotl _J1710_'''''~''''_P'''_16'5)2''-3G>3 mAS """'II'~ _:>4",e......,...Clrio4_i2'.IUI..... _11Ol>__CO<IC,"-Ild._(":lIG15-GJ'" VIRGINIA _DSOO_'4.JO___Ill(MIOl2'-4IlOO _t3n'_.u2ge'-"Rcl._Ill(MI0'22...o WASHNlTON .:.t1lllCt:J:l_1211So.._St._I<Ol'I2lj'_tsoU ~\IIIIU2-91500u01u-1<Ol'1'~"" W1SCONS.... __=_,.,,_StP"'_._["'I\I3'~ Canada ALBERTA C4i0....-T2C'.e_5!1o<ODt>S1_Sl;BoyJ_I40JI119.~'" e__TSGOW5_I1340'"l\lIhSl._[oIOJ\.51..' BRmSH COLUMBIA ........,\I9TJv._25lIO_1ld.-1_1'*'ss' ~VGV1V7_J900Vil<...,..,.,..,_[_)v"Il" "'ANITOBA W_RlHoo.l2_'1l~S'-_I204I17'.J04I NQVASCOTIA ~8JlI'P~_lOV_0I -(9]1l'..lm ONTARIO Soonoyv...t.aE 2'11_ ~ro-"51, _1"lIle64.r2'JI) _w.zl'C5_'O_au.....S1._1.1lI1~'..'" s.n.NTT2G6_11'c->pooISt_(5'VlJ>>.'PO ~P3E'P'_'275","""LoI<o__[101l16"_"""'" QUEBEC -.........P lV6 _ JlIIIO'-' I_51., _"_I""34~.: SASKATCHEWAN ~S4PYH1___St.-13061~~'UJI$ __SI~S8$_~""'_E_I3061W_61M ~ Grinnell' ~ SUPPLY SALES COMPANY Technic.ISYpportJMatkelIng/Design$erviceS 1341 EIm....oodA............ erans1O<1,RI02910 (~0I19o(',8000 GrinneHCorporalion.Exe<:uIMIOflIee 3lycoP.rl< Edltl<, NH 03633 - (6031 n8-0200 ~ . QUALITY THREADABLE LIGHTWALL SPRINKLER PIPE The Most Technologically Advanced Type of Sprinkler Pipe. Allied XL Pipe is a time tested threadable light wall sprinkler pipe manufactured in 3!~. through 3- sizes and engineered to provide the best in low cost sprinkler protection. Allied XL pipe is suitable lor use in accordance with NFPA 13. 130 and 13R, and it can be used either threaded or unthreaded in wet, dry, preaclion or deluge systems having working pressures of 300 P.SJ or less. Allied XL Pipe offers superior features to conventional Schedule 40 Physical features and Cost and characteristics: time savings: . Superior hydraulics . Used with standard . Lower sprinkler . Galvanized exterior couplings, fittings and system costs . Greater yield strength valves . Freight savings . High tensile strength . Recommended paint . Reduced inventory . Exceptionally high finishes can be costs burst strength applied to Allied XL . Reduced waste . Light weight Pipe . No special processes or thread sealants required for installation . Standard N.P.T. threading equipment Allied XL Pipe successfully met or exceeded all the U,L, requirements and was the first sprinkler pipe to receive unrestricted Underwriters Labora- tories, Inc. listing for approved fire systems having working pres- sures of 300 P,S.I, or less. Tests performed by Underwriters Lab Flexural test: Simulating loading of typical pipe and hanger installations. One inch and larger sizes were tested simulating sprinkler branch lines described in NFPA 13. Hydrostatic leakage & assembly test: Leakage and hydrostatic tests on both contractor threaded pipe and U.L. threaded pipe, gauged and found to conform with ANSI/ASME B1.20.1-1983. Fire test: Simulating wet, deluge and dry pipe fire exposures. Burst test: Hydrostatic burst tests on threaded and unthreaded pipe. Vibration test: Exposure of Allied XL Pipe to vibration in order to simulate seismic conditions. Test performed by Factory Mutual' Allied XL Pipe per ASTM A135 evaluations: Chemical anaiysis Tensile strength Flattenability Hydrostatic performance Quality of welded seams Variations in weight or dimensions Workmanship Finish Marking Joint evaluation tests: Threaded per manufac- turer's recommendation Threaded per observed field practices (Both "drop-head" and "adjustable") Butt welds Flexible pipe couplings on roll-groove-ended pipe Plain-end fittings (locking set-screw engaging pipe to a predetermined dimension) Plain-end fittings (Locking set-screw engaging pipe to a predetermined torque vaiue) Hydrostatic tests per ASTM A 135 on: . Threaded assemblies . Welded assemblies Hydrostatic tests performed at 4 times the pressure ratings: . Plain-end fittings . Roll-groove fittings Bending moment tests: Samples were internally pressurized to their rated working pressure Vibration tests: Threaded joints Plain-end fittings (Locking set-screws engaging pipe to a pre- determined dimension) Plain-end fittings (Locking set-screws engaging pipe to a predetermined torque value) Cycling pressure tests: Three similar assemblies were cycle pressure tested 20.000 times from 0-125 P.S.J. Thread strength tests: Allied Xl Pipe behaves similarly to ASTM A53 material Allied Xl Pipe has a much higher yield strength than Schedule 40 of greater wall thickness Threads are easily cut on Allied XL Pipe No leaking, loosening weakening or other ' evidence of failure was detected in any of the above testing proce- dures, Tested against conventional SK40 product Comparative tests summary - Allied XL Pipe vs, Schedule 40 Construction and instal- lation: U.l. stated Allied Xl Pipe is suitable for fabrication of sprinkler systems. Materials: Allied Xl Pipe has mechanical strength properties equivalent to or greater than required for Schedule 40. Flexural: Allied XL Pipe passed Schedule 40 flexure test requirements without leakage. Hydrostatic: Assembled Allied Xl Pipe, threaded in accordance with ANSI/ASME B1.20.1-1983 can withstand internal pressure without leaks in the same manner as Schedule 40. Vibration: Allied XL Pipe did not leak at or below 600 P.S.J., twice its normal working pres- sure, and did not exhibit any Signs of weakness. deteriora- tion or wear at the threads. Fire resistance: The me- chanical and bending strength of Allied Xl Pipe provides equivalent resistance to the stresses imposed by fire. Burst test: Allied Xl Pipe a tested to 9.000 P.S.I. -. Corrosion resistance: Based on the examination of Sched- ule 40 pipe specimens, the Battelle Columbus Laboratories has estimated that Allied Xl Pipe would last up to and exceeding 100 years in most automatic sprinkler systems. It is expected that particularly corrosive condi- tions will result in a shorter service life. as it will for Schedule 40". @@D Approved .~II...... I -< ~l:" Approved 'Factory Mutual Approved for wet sprinkler systems in '" thru 3" sizes. ~ .. Details available in February 21, 19. . ' report by Underwriters Laboratories Inc. '''ULC - Details available in January 10, 1990 report by Underwriters Laboratories of Canada. ULC approved for wet systems in threaded application. ULC approved for wat-dry-preaction and deluge systems in unthreaded application. Specifications, descriptions, services and illustrative material herein are accurate as known at time of publication and are subject to change without notice. Allied TUBE & CONDUIT 16100 South Lathrop Avenue Harvey, Illinois 60426 (312) 339-1610 1-800.8AllIED @ A Grinnell.COMPANV 15M 5/91SP PRINTED IN U.S.A. SALES OFFICES AND WAREHOUSES United States ARIZONA PI>oen"'6!;Ol7_~1~'_T_Rd. -11lQl;'1272.f1535 CALIFORNIA ~IC.,.,.,92C20_79!iGilble~_11I191441-aoot Fu<lon:>n9283' _801 SoutrlPl~oA... _lnalm.nM foIlI'\'wardg.ls.o~_I950Alp;n.~_laI5)ll8'7.81OO C~=9\.81a-'~1 ,,",no<dOBIv<I, _19I61441~901 o.n_80202_2175 Fi_St_I303)ll25-n81 FLORIDA Tom""JJli19_'U{)-",cBlv<l,_[813l62'l..o761 GEOROIA H~=30J02-605NcrttlS4dODt..NW-I_152a-e:!Ol ILLiNb~~ 9&8\9 - 'l3O MOllUMpurlO _ -lllOB) a:l9.mr2 H""""I_26_ '5HXl_H....,SI. _IJl21901.'SOO INDIANA l"",onoool,.oI5226-91115Eaal:l:ltdSl.-I317J895.242. LOUISIANA M:~:21-JOOJ-""l+<<y.,s...,..t100-I500I831.o:l82 C"'u__ 21048 _ 95&5 S"""""," Aj_ Pl<wy -1301) 381-9100 MASSACHUSETIS CanlM02021_I20Sn...m"'Rd._1617)llZlHIlI5O MICHIGAN ravl"'.81110_2165STrcl.....,oou..n..0I._[313j292.:1800 MINNESOTA Bloom,nglon!>5431_ t2Qt W._St_1612l_713' MISSOURI SI. lOll" 83110 - \e,e ~ ~""l""'9/'W8l' -131al m--<l92.5 H""""""c'...-6011e_'930",""oo_181I1)a74-0500 NEW JEI'ISEY (M-''O NYC A_) N~~r;::0r0J5-99__Rel,-I2\l1)--.or;oo Rocn_"607_'308Un~""'_ln8)442.rooo NORTH CAROLINA O~:OrlCll82ea>8-'<-3'---St-I-)3~ C;nc"",",ia52~7 _ t= L.d......., -le1312024WO C'.....'&>>d..,o:l_t29ol.'ll5E....55II>S1,_12161031--<1311 OKLAlfOMA TuISaT01.S_41l8Sooll1701hEul_._{;1I1)82il.1lO8O OREGON f>c<~0I'I(l9721a _3240 Norll1_2Wl_._1503)223-n01 PENNSYLVANIA Elen.._t902(l_,."F",dRd._I21SIB:l8-0500 P'''''''''''9n,S233- \~2\ Ridyo_, _14121321_ TENNESSEE ....m.... ~8112 _~" Cum_ St, _1901)'52.3108 ,.""t",,1o ~nlO _ ':<17 E'm HOI P'" _ {81512_~ TEXAS '",,"llTSOB'_2.25E..."""-O'..._I21.\-.3lI..o.lI. fiC<rOl"" 77001 _ 699\101d C"","", ReI. _ln3187~..8:m VIRGINIA _nSOol_IOJOEloI.........BIv<I._I_Ie21-6800 ""'~rncn<l2m' _ 432'9 ~u_ Ad. -1_1222.ll$OO WASHINGTON K....9IIO:l2_82'2SO-t_St_I208)2S'.l/585 lot>gYHl,,98632_g,eD<>ugl"_I208I.u>5.4l\U WISCONSIN "".........S32:l3_'e'g_St.I'8uI....._14..1937_8000 Canada ALBERTA ~T2C ,X8_ S~03OlflSl, SEBay~-!4O:l1~_ EcI_T5G OWS_11:l4O 120lh Sl.-I4031 052."" BRITISH COLUMBIA .......moV9T~Y4_2560"_Ad._18OoI175a-'5Il' _V8V'V1_:l9OOVikin\J"*I_18OoI1ttl-lI21' MANITOU w.....l"'lIRJH0I0I2_771C.........S.._I~)71a.,)011 tfOVASCOTlA D8<1mo\MI9381~_2QVIGkl0l._1902I_.m ONTARIO S>i:lne'!'CnIHUlE2VtI_470SM/'t'lallSl_1&161561.m1 _l.IlIZ2C5_'o_o-.-nSl-I"612S,..oln s.r..oNTT2GlI_21'C._Sl,_ISI1ll338-_ SudtluoIP:lESPS_1215l(ojlyLal<oRcad_I708)m.lllIOO QUEBEC _K4P1V6_~ll8OJ_T""",Sl._-15"1342.2100 SASKATCHEWAN FloqoIoS4P~W7_285t.WS,._(306ISo13-5S38 Saoiwoon- S7K5!lS_:\03-4nnSl_E_13OIIJ2'Z.e_ ~ ~~s~~:! TlIC~mcaIS...ppo<tIMarkellngI0e8igns.-.loH 134\ ElmWOl)ljA""nu," C,anslon,RI02910 1401)941.6000 Grlnll<lll Corporalion, ExecUlI"" 0lIIc.. 3Ty<;oParll Exetef.NH03B33-(603I718-92DO DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 6374 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 12/15/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: Contractor License No Company: 4655 HARLAN ST 19520 Fransen/Pillman Construction Co., Inc. Phone: 751-3251 Phone: 783 3900 ., 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: Cli!')!' i i-"T[R BUILDING DEPARTMENT USE ONLY - ill ., HiP1\; COMMENTS ON SITE PLAN... New electrician added for interior electrical: KVP Electric Lic #19930 FULL PERMIT FEES PAID, FOUNDATION FINISHED, CONTINUE CONSTRUCTION PER PLANS. Approval: SM Zoning: R2G1 .'!il!"........:.!.. iiili7IT1L, Approval: JE -wm"nts: ~lif;",,,,,,,,...,<, Approval: GK Occupancy: Walls: SEE PW REVIEW SHEET Roof: Stories: Electrical License No : 18367 Company :Duro Electric Expiration Date: 2/28/99 Approval: Plumbing License No : 19921 Company: Master Industries, Inc. Expiration Date: 4/9/99 Approval: Construction Value: Permit Fee: Plan Review Fee: Use Tax: $2,175,000.00 $8,186.25 $5,321.07 $26,100.00 $39,607.32 Total: Use: SIC: Sq. Ft. : 21500 1.'- ~ \ ~ " i ~~ Residential Units: Mechanical License No : Company: Expiration Date: Approval: This permit was issued in accoreJ,lI1ce with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. 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 or will be made in the original plans and specifications Clnd 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 sllall be paid for a new permit. - No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. 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 violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) Chief Building Inspector THIS PERMIT V AUD ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION i> I I 4 -.-',; ,:':i r 1 ,< ;~ ^ -';,,:,"- < I..D1NG DEPAR'RttENT OSE ONt y Sq. Ft: 21Mo l ~ i " cCOMMeN1'SbJ4'SITE PLAN < SIC: ~' PeRWfHl~ Jrot~nON"SHEo COm1" ..... ;:.o.-z ~:::rl'!""" ., , '< <......'< ~;' < :<, '",,: , I ,- . , - ; , $EE PW RfMI!!W SHEeT _,' - __c' ',- , , rie$, : i j , J - - . . ~ I.k:ence~: 19921 ~ :M....:lndllstlies; Inc. < ration Date : 419199 pPrOval : Mecha~IUcense:No : Cornp8fty: ' exptratlon:l)ate : ~: j DEPARTMENT OF PLANNIIII AND DEV~Llj~MENT Building Permit Number: 6374 BUILDING INSPECTION! IVISION - 235-2855 crtv' OF WH. T RIDGE Date: 12/15/97 7500 WEST 29T AVENUE WHEAT RIDGa, ~O 80215 I Property Owner. Property Address: 4655 Contractor License No.: 19520 1 COl1j1pany: Frans~! /Pittman Construction Co., Inc. OWNER/CONTRACTOR SI~NATl)RE OF ~ pERSTANOING AND AGREEMENT L ! I I hereby certify that the setback distances proposold l>y this permR application are accurate, and do not violate applicable ordinances, rules or ulations of the City of Wheat Ridge or CQvenants, easemen!$ or restrictions of reCQrd; that II measurements shown, and allegations made are aCl'urata.; that I have read a[l1:legree to .. .bY all condRions printed on this s""'leadon, and that I assume full resppnsibility for ollance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheal Ridge ord nances, for work under this permR. ! I (OWNER)(CONTRACTOR) SIGNED DATE Description. COMMlJNITY CENT~ UILDING DEPARTMENT USE ONLY COMMENTS ON SITE PLAN Phone: 751-3251 ! ~ ~~ Phone: 783 3900 Construction Value: Permit Fee: Plan Review Fee : Use Tax : $2,175,000.00 $8,186.25 $5,321.07 $26,100.00 $39,607,32 I j 1 Total: Use: SIC: Sq. Ft.: 21500 I .. ~ ., FULL PERMIT FEES PAID, FOUNDATION FINISHED, CONTINUE CONSTRUCTION PER PLANS, (1) This permit was Issued in accordance with the. isions let forth In yopur application and Is subject to the laws of the state.ofColorado and to the Zoning Regulations and Bulldin~ Code otWheat Rldge~ . do or any other appllc8ble ordinances otthe City. . . . (2) Thispermlt shaU expire If (A) the work authorfzEkl ~8 not commenced withlli sixty (60) days from issue date or (B) the blinding authorized Is suspended or abandoned. for a period of 120 days. : (3) If this permit expires, a new permit may be acq 'I for a fee of one-haff the amount noonaIty required, provkted no changes have been Of will be made In the orlginaJ p!ans and spectflcatJons and any SUI or abandonment has not exceeded one (1) year. If changes are made or If suspensionOf' abandonment ""coeds one (1) year. full leas _ be paid " pennll No work of any. manner shaD be done that will -ct1 ge the natural now ofwater causing a drainage problem. ContractOr shall notifY the BUilding Inspector ~four (24) hours In advance for l!Illlnspectlons and shall receive written approval on Inspection card before l)f'OCMdiing With_successIVe phases ot the lob. i 1 The issuance of a-penntt or the approval of dra'l!"i and specifications shall not be construed to be a penntt for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, I~I rule or regulation. I SEE PW REVIEW SHEET Approval: GK ! occupancy: 00 : ories: Electrical License No : 1 Company : Duro Electri Expiration Date: 2/2 /99 Approval: umbing License No : 19921 pmpany : Master Industries, Inc. E, piration Date: 4/9/99 , proval : Residential Units: '1 Mechanical License No : Company: Expiration Date : Approval: I ~ , Chief Building Inspector THIS PERMIT VALID ONLY EN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR . CALL: ~ -5933 24 HOURS PRIOR TO INSPECTION ,~ DEPARTMENT OF PLANNIN AND DEVELOPMENT Building Permit Number: 6374 BUILDING INSPECTION. IVI$ION - 235-2855 CITY OF WHE iT RIDGE Date: 12/15/97 7500 WEST 291 AVENUE WHEAT RIDGE; 0 80215 ! Property Owner: Property Address: 4655 Ii RLAN ST Contractor License No.: 19520 Company: Franse Pittman Construction Co., Inc. OWNER/CONTRACTOR SIGNATURE OF UN ERSTANDING AND AGREEMENT , I I hereby c;ertity that the selbBck distances proposefl. this permtt application ere aCCtJrate, and do not violate appllcable ordinances, rules or. ulations of the City of Wheat Ridge or covenants,e8$ernents or restrlclions Of record; that II measurements shown, end allegations n\ade are accurate; that I hava read and agree to a e by ell conditions printed on this ~pllcation, and that I assume MI responsibility for "'lance with the Wheat Ridge Building pode (U.B.C.) and all other applicable Wheat Ridge rdlnances, for work under this permit. Phone: 751-3251 Phone: 783 3900 IQWNER)(CONTRACTOR) SIGNED DATE Construction Value : Permit Fee : Plan Review Fee : UseTax: Total: $2,175,000.00 $8,186.25 $5,321.07 $26,100.00 $39,607.32 Description: i I I COMMUNITY CENTE Use: UILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: 21500 COMMENTS ON SITE PLAN... New electrician added for Interior electrical: KVP Electric Lic #19930 FULL PERMIT FEES PAID, FOUNDATION FINISHED, CONTINUE CONSTRUCTION PER PLANS, SEE PW REVIEW SHEET Approval: GK Occupancy: Walls: Roof: Stories: Mechanical License No : 19877 Company: AMI Mechanical..lnc. Expiration Date: 2/28/99 Approval: (1) this pennll was _ In _ _ the IsIons set forth in yopur application and is subIect to the of the State of CoIonKlo and to the Regulati"'" and Bulldlllll COde of__. , do or eny other applicable ORllnel1C8S of the City. (2) ThiS pennll_ expire I (AI the WO<k authcmz.<l. s not commenced _in sixty (60) dsyslrom issue date or (B) the uthorlz8d Is abandOned for a period of 120 dlJY.8. i I (3) ff this permit expires, . new polTI1Il_ be acq\li for a fee 01 one-haK the amount normally required. OIOYlded no changes have _ or wlII be __In the original pIanI and spec;ificatiOne and any SU8P$O on or abandonment has not exceeded one (1) year. If changes are made or if suspensk)n or abandonment a,coeds _ (t)~. fuIl.le8Ishati be pald for,a permit (451 No WOfk of any manner shaH t)edone that will noe the natural now of water causing a drainage problem. ( ContradOrshennotify the Building, Inspector. ~four (24) hours In advance for aU IRspecti0n8 and shall receive written approval on inspection card before _ling _ s~ 011.... of the job. , I (6) 'The issuance . permit <<the approval of d. s and specifications shall not be construecl to be a permit for, nor an approval of, any violation of the provisions ofth or-any other ordinance, .. jNIe or regulation. ,umbing License No: 19921 ompany : Master Industries, Inc : piration Date : 4/9/99 pproval : Electrical License No : 18367 Company : Duro Electric Expiration Date: 2/28/99 Approval: or I Build n Inspector I THIS PERMIT VALID ONLY'll EN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: ' -5933 24 HOURS PRIOR TO INSPECTION APR-20-1998 16:37 FRANSEN PITTMAN G,C, ....-- --....- ------- ,......... BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE . 7600 WEST 29TH AVENUE WHEAT RIDGE. CO 80215 ~.~._~. ~ 01 "''''IUII'lI "'CHOn: ~r~.'ij374 Date: 12/15/97 . ...... ............ ....... .." .....-.. --...-.-...... . i" . .~. : '; ..l '. .. '. ~ ,. Property Owner';. A~r:;J~C;:E~6:.9F ~NV<::::P., Property A!ld~,i ~li.~'sr "~;.._,.~~.......,, '. Contractor Ucense.No;':' 111520... .. .... ....;..;..;" ,. '_ ,." '..,0, '''' ".... . . . ",' . ....,... . ";"".: ,", Company: F~nsenI~~. Constltlctipn .Co., Inc. . . Phone '783 3900 .....,q, S. <EWcx.r fi;-r: , EIV GI..A;;:wOOD , 80/10 '; 0u66t-.1 ,,"F Vi ETJ-.iANE5E MART'/RS CcMMUNI.Tlj GtJ.1'TEF<, : OWNERlCONTRACTOR SIGNATURe-OF UNDERSTANDlIllG'AAD 1iG~ENT. Construdion Valllll ; J hereby corlify - the aedladc distI_ III Id by.....Mma-~ .. lIt...r:_.~~..... . Permit "..J. and do not vialalll app~_ Ordirioin-. ".... oj reg~GllJi8 Cl'tyarWlieiliRldp 0,' ~. -. _nls or IeSlridions of -; llWaU"...- el.16nb"'-'. and -.g........ Plan R---- F-" made....___.fhtlll'-'~Ip~~~ lIlicI.. -.- -,. app/iQtJon._th.I'-'ldL~b. ~iIliiIdrna,' ,;..:,: ,',',;:UseTax:' . Code(U.B.C.)~aU~!'!e!:."f!':'." ~_ ..J:~~ _~~~....... " (OWNER)(CONTRACTOR)SrGNEi> .... ~ ~:'ijC:: DATE Tolali: " .... ---- Phone : '751-3251 $2,175,000.00 $8.186.25 $5.321.Q7 $26.100.00 $39.607.32 ~I: ..~ ",/ ~: Description: COMUNITYCENTER ...: :3:;~.;': ,./ :t.J,' I,' .~, ,',' . ... ....i9UIf:etNe-Bh ~..N1EffF-useONLY" SIC: ApPn)val'~SM' ........ Zoning: R2C1 :., . ., . .,,: COMENTs ON SRE PLAN Sq, Fl; 21500 , . ',: i.:-iri ; . . .~ .;j.' .;~:'.:: ~ . , ~rov~: J~_ FULL PERMIT FEES FOUNOAnON ONLY ~. ...-... ...--....--.. ---....... -.! ',' " " -'.~ " ., , . '. Approval: GK Occupancy: Walls: .., ". SEE Pw ReviEw sHeET Roof: SIolies ; Residential Units : i .." . . Mechan~~ No: ~(Y\J: company . . \ q 8'1'1 Ex~~~.oa~.:. _. .". ... .. ... .. . Expinltlon Datu: : Apprqval~'';.C7Yn<n.~.:;;: '. Approval: I . ... I (1) na___in ....-1litIl1llo~~~JapJ'~i . .'_II=IO"_allIw_al~_"",_g ~-=Cadoal_"'~"'ony-wiliitt ........--.. 0,. I (2) na_..........CA'..__lInot_..._...... ....,\lDl""'___"'OO"lIMng_"'B. I J... _....aporiod"'''e : {:II ~llIio__,a_ ...,.1le__lor.raeal_IiI........~........~..____"'...Ile_In.. origWwiIplllrlaand.. ....,,- ~ 411c..0I111o~~_:-4:...:nat~0lllItI(1)"..., rt~"ndI.'1--r ~.Q"......nwn: __(1I~...__Ila... a__" , (., No \IIIIQI'Ic 01.............. ~__ .._~_ rwanI.. OI""~ .-,__P"<<*m. ~ (5) ~ .:::.~...~'~~~(24I-,n__..loopcdono______""i1opoablcn_ (5) <II. _...~_... ~~'_IIId' _ '. ,._noIlIa _10 IIa a ..........., nor.. _al....,....... aI... _...._ ""...,....--.-...- 1 _ . \.... ' rfl.PA. \. ~ /Z:- ~ /~ , r:_. ..._._ ; I 'Q tagb~ ".. -...-.. -... . .. .,r'.l~ ._ . .. . -: . Plumbing License No : Company. : Electrical License No : Company: Expiration Date: Approval: ~.. l:~; ,-;' I.)" I' .. let &lilding Inspector _ . .___. .u_. THISPERMrr vALiij oNi: Y WHEN $IGNEQ S CALL: 234-59~.24 HO Post.1t" Fax Note 7671 To Co. Phone tt Fax. _? C'/^_QQ~) Fax # TOTAL P.01 6374 12/15197 Building Pentllt NutTlt:ltr : 0_: '. ','- , .,)., "'-J" ~.,. ~:(\, ~ 4fJ6$ Ud!jAti.J aT "' '. ,-:" '" 't .": . ~~~":,-~. No . 19520 ' ,"" . ~ -.> '_ ,', -, '.1, : ''', '- , >~", :. , " " : F~/Pitt~~sln.!Clion Co" Inc. ", y" '<-,i-<', ,-' . , . ; Phone: 761..3251 . ,. ' Phone: 783 3900 " ,;. ",.~.j^"'-. , ~:~c:$2i 115.000,00 :"-':',"'>~,-,-',":' ,"~) .:. ,', ,:' ," .<""'. "',',,': . ".1"; ',. '$8;'1116.25 PIiin RGview Felt: . $5.~1.07 'USltIT8li:: " _'Il'O.OO fa~;)I~;$~.;7.~ ',t,,-, SIC: .' . Set. Fl : ~1_ '", FULL PERMIT PeES FOUNDATION ~y , , , . JC:l) . · sEie pWREVlEW SHEET . '., :"'b" ".' . ,," .' ~'-<^';' ,l;~': .':,?~:P':: ,":- !:,; .~\ -.,' , ,'" Roof: Stories: Re$lde/ltial units ; . '1.,' . '.,:~ "\ > ,-:~ - ,) M$thlllnlc81l~~o: ' COmpariy : EllpIralion Date : ~ar: J't 1-~~~:=,,~*<<>~Jiiwf~1IlIl"" ',O~"""'ll1e~" aII..:;"'""",= elxIj(eO) daya 110m -~"c(8J'" ~dlr'IltI'I: 1Mld........-", , ~:=~-:.."'r...T-===-~:=tr.=~:-~ , , ~==:e.:~~-:'~"""_oVol;"~CIIll__' , ' .' " _,', j" '. '_, '-" -, I ,'.',' ,) '* 0llCI.~ 41 <: IS _ nQtbe conaInIOd "'be ajlllmllfllt. nor.. ~d.lIIt~ "'... pIOIIiOlOns .:,lifaor~. ~~ , . For Mayor V"'!h_V.~YTHE CHIEF B~Ic'rOR_iIAl'OR . ..CAU.:.. . URS PRIOR TOI . .. ... .. . . ""1"- - "-', '-, '. ,"', . ' I - \c:-~_,,' " " ":'li ,.':~ "'., ,.,.J ',"'" , . ~~~rMENT OF PLANNIN, ! AND DEVEI...Ot'MENT Building Permit Number: 6374 .....LDING INSPECTION IVISION. 235.2855 . CITY OF WH RIJ)GE Date: 12/15/97 7500 WEST 2911 AVENUE WHEAT RIDGE~ 0 80215 ,., _ ""'""'~..""._ '.-''' ," ,~,~,,,,,,~:,~_,,,,~'I. j"~'''''''''''''--.;jo..........''l''-~--''''''~'-'-- \1::.:' f,:lI.... !d ; ." ;'~': Phone: 751-3251 ;,::; Property OWner: .... .!,.'Property Address: 4655 H . R,LAN ST 'COt~aetor License. No.: 19520! '. . . . Company: Franse i Pill~nConst~ion Co" Inc. Phone: 783 3900 /Y:_'<':_'::.:-:'/:', 1 OWNeRiCONTRACTOR SIGNATURE OF U bERSTANDING AND AGREEMENT _>... ".'.',..' .' . J' , Construction Value: Permit Fee : Plan Review Fee : Use Tax : $2,175,000.00 $8,186.25 $5,321.07 $~6,100.00 $39,607.32 .~W~~=:'ro1=,s,e::~tl<l'u'L.:~~:~~m::' }.'........'~~~..Q... 19; 'U,arr r:.~~sa~~ ':':;~t .1~S:~::n:';;.:'~':.~:::allons ~liOli, llWlIJhall assume full responSibility tot . UonCe With IhlrWli88f Rldga Building . ! *' (U.B.c:.)iiin<! all other applicable Wheall'tidg k>J1llna~,for WOmll!1\Ier.1hIJ pennil. ';';::::>';"'-'?t:/-"l .' . . '.: i" -, ._1, - ". '," ,.......",h.' . "(~eR)(CONTRACTOR) SIGNED DATE Total: Descriptl6n : COMUNITY CENTER UllDING-6EPAFffMENT USE ONLY SIC: Sq. Ft. : 21500 COMMENTS ON SITE PLAN FULL PERMIT FEES FOUNDATION ONLY Approval: GK Occupancy: Walls: SEE PW REVIEW SHEET 1f~::j) Roof: Stories: Residential Units : . lumbing Lidense No : . ompany : Mechanical License No : Company: eiecttlCal Libense No : Company : . . Expji'atlon Date: .,4.pproval : ...,;:;., Expiration Date : Approval: . . (1) (2) \?). _fll!m1Il- _In _ with1lle . s set forth In yopur application and Is sublactto 1Ile '- 0I11le Slale oICo/Orado and totha Zoning ~and8UIldIngCodaolWhaal s, do or any othar__loordlnancasoIlhaClly. . ;I1lIi.fll!m1Il- expire W (l\l 1Ile _ a .is not commenced with1. sixty (60) dey8 ""'" Issue date or (8) the building euIhorIzed is suapended or ~loraper1od0l120claxs- . : . If.fll!m1Il uplreo, a .- fll!m1Il mey be ~ lor alee of 0_ the amount nonnaIiy required. provided no ""0_ - """" or wiD be madS In 1Ile ~;'ptan8.and ~ and.any a ton or abandonment has not exceeded one (1) year. If changes ere mi!ide or If suspension or abandonment ~_(1)y_,luH_shallbej>eld . '.-_ 1.)....._ 01 any "'""""' _ be done the! will ngs \he naturel flow 01 welar ceuslng a dnllnage pIOblen1. . (S) Il~ shell ~=n~~tv!e ,lV-1ou< (2.) hours in edvaneelor all fnspedlons and ahsll receive written _I on Inspection canl beIore 010 pennIl or lha approval of dril . s and specilIcaUpns shall not be construed to be a pennll lor. nor an appn>VOl aI. any violation 01 the prt>Vl_s or any othar onlinanee, , rule or regulation. ~ uilding Inspector ' For Mayor tHIS PERMIT VALID ONLY . EN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR . . CALL: ,34-5933 24 HOURS PRIOR TO INSPECTION . (8) DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLlCA TION REVIEW Date: \"'Z- / I '5 1'T1- ( I Location: \oJ, 41-t.!l t:>.. -.Je 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. 1. ~ 2. .-::::. -- 3. 4.~ 5.~ 6. --- 7. /'" 8. --c. 9. ~ 10. ..L" 11.~ 12. 13.~ 14. -.L' CaselBuilding Permit No.: l:. -\-h..a.1-A 1'\ Sl:, , . _ OK )(. Not OK; refer to stipulations. Boundary Closure: Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed _ c. Drainage provisions have been reviewed and are found to be: .....l!. OK _ Not OK; refer to stipulations. Yes ~ No _ OK ...l!5- Not OK; r er to stipulations. NPDES Permit Required: Legal Description: If not OK, please ex lain: Public mpr vements: 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: )t Yes No f escrow required: ~ Yes = No ( ...1. If an escrow i}r~quired, for what improvements? 1'25". oc> e .~ -f':-'" v..:.,~ , ~n. Ulf\ ':*.. ~~Urk . ount of escrow: Development Agreement required: If Yes, for Traffic impact analysis and report required: State Highway Access Permit needed: New roadway or alley R.O.W. dedication recommended: If yes, what is recommended? All exist" elated roadways/alleys meet the standards of the City::-\, Yes ~ No If no, 'chdo 0 and what IS requested: .LU. + _L ~". yukW: AP OV . The Pub' Works Depart ent has reviewed this request and hereby gives its appr ai, bject to e above d/or attached stipulations. 17. / IS /9 r . Yes X No Yes Yes ---1!... Yes ..!5.... No .2L No No Signa re Knudson Date NO APPRO AL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Date x C:\..fonns\bldpnnt2.frm 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: i:~, iE C2 u VI [[ '" u l\= (Ll 1 & 1997 Property Owner: i..e ClltJ/06E5"E Property Address: 4-'117fI/l/?RL./lN 5T, d/IfE/?T Contractor License No. :/95Z0 Fl'P' G//f1/9; Company :,FPI?NSEN -?/TTHhiN t!o,{l57E{/~'Polf/ 4hone (m) 7<F3- 3'900 f OWNER/CONTRACTO Construction Value: Permit Fee: 6 7 70 Plan Review Fee: (j CleW. .s -,j Use Tax: ~6/ /"'u.07 Total: Description: SIC.: l,.v...k1... lu-.,.7.-1. Vl....c....J) ~- s..-J:~-~ Sq. Ft.: 2(,"5"'O~ r'-<"~- RlJ1ihc '0 Approval: Occupancy: . hl(, fA. *~~d p. uJ . <.. \'l.-!I~ I 't-1 . Wall : Roof: ~\1fCMJ 5"'a-~' Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: rID !R~SlR!ID!L~_ Expiration Date: Approval: II F-.Ll!.lW.B!lI\!I@U__ Expiration Date: Approval: . ~~imI__ I') S) (6) This pennit 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 Zoning Regulahons and Building Code of Y\lheat Ridge. Colorado or any other applicable ordinances of the City. This perrrut shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue dale or (B) the building authorized Is suspended or abandoned, for a_period of 120 days. lr this permIt expires, a new permIt may be acquired for a fee of one-half the amount nonnalty 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 are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No wor1t of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify lhe Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before r ilng Wllh successive phases of ttu I"Ob" iss anc:e1Cf rmil or t.he approv 0 drawings and specifications shall not be construed 10 be a permit for, nor an approval of, any vic>>ation of the provisions o the widing es or any ~ 0" , law, rule or regulation. /, 7L--- &-' \ C uilding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (I) (2) (3) PUBLIC WORKS REVIEW FEE STRUCTIJRE FOR BUILDING PERMIT APPLICATIONS Date I?oJ \5' I '\'?- I ' Applicant f~""" l,e.n~ 1/.-m--.iA Y\ ( --...."t'"". Phone # 12>~... ~ ~ Location of Construction (address) ArJl ~ \..k......."" St- , Purpose of Construction I LSW\""vIIl~ Cc.n+-~.,... Building Permit Value $ ~~, 000 Commercial.L Residential DEVELOPMENT REVIEW FEES (this section to be completed by City) Development Review Processing Fee: $50.00 $ 0)0, !2 Single Family Residential Review Fee: $25.00 [includes review of construction drawings for improvements in public right-of-way] $ - 0 - Multi-Family/Commercial: .$50 minimum fee [confirmation of existing technical documents]. $500.00 maximum fee [includes review of construction drawings for improvements in public right-of-way. review of preliminarylfinal drainage study and erosion control plan(s) if required] Site Plan: $50.00 (Not applicable for single family residential) Right-of -Way/Easement $40.00 + $5.00/page recording fee Development Agreement Residential = $50.00 Commercial = $100.00 State Highway Access Pennit: $75.00 application fee Traffic Impact Review & Report: $100.00 processing fee Flood Plain Variance: Class 1=$75.00 Class II = $150.00 TOTAl REVIEW FEES: (due at time of building permit issuance) 0-.1' /...~~I' $ I) OC> .~ $ - 0- $ - 0 $ _1:>- $ - o. $ ...0 - $ o. - $ 5''5'0, ~ ~ 73.21 Please note that additional fees will be assessed for those pennits related to construction of public improvements. If you have any questions, please feel free to contact the Development Review office at 235-2868. Signature of Applicant Date The City of 7500 WEST 29TH AVENUE WHEAT RIDGE. CO 80215-6713 (303) 234-5900 ~heat <Ridge City Admin. Fax # 234-5924 Police Dept Fax # 235-2949 December 15, 1997 Mr. Patrick Quinney, P.E. Post Buckley Schuh & Jernigan, Inc. 5300 DTC Parkway Suite 150 Englewood, Colorado 80033 Re: Queen of Vietnamese Martyrs Community Center, West 47th Avenue & Harlan Street- Approval of Final Drainage Report, Street Construction Drawings and Erosion Control Plan Dear Mr. Quinney, This letter is to inform you that the final drainage report, street construction plans, and the 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 and approved by the City of Wheat Ridge prior to issuance of the Certificate of Occupancy. 2. The proposed public improvements on the West 47th Avenue and Harlan Street frontages shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Certificate of Occupancy. 3. 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. 4. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 5. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 47th Avenue and/or Harlan Street as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining Wes 47th Avenue and Harlan Street on a regular basis such they are free of construction debris and tracking from construction traffic accessing the site. U HLCYCLU)I'APi" Mr. Patrick Quinney, P.E. PBS & J, Inc. Page 2 6. Upon completion of the drainage improvements the engineer, Mr. Patrick Quinney, 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. If you have any questions, please contact me at 235-2868. ;?:/ - reg nud n, M.P.A. Deve opment Review Engineer ---~-^ GWK cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer John Eckert, Chief Building Inspector Meredith Reckert, Senior Planner John McGuire, City Surveyor Reck & Associates File WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box 507 . 38BO Upham 51. . wheat Ridge, co 80034 . 303-424-7323 . Fax 303-940-0350 December 8, 1997 To: John Eckert Chief Building Official City of Wheat Ridge Wheat Ridge Co., 80033 Subject: Queen of Vietnam Martyrs Location: Approximately 46 & Harlan St, Wheat Ridge, Co. Dear John After a review of the proposed building plans, I am submitting the following information: 1. Provide complete set of plans regarding the kitchen. If this is a commercial type kitchen, complete plans for the hood and duct suppression system must be submitted for approval prior to installation. System will need to be connected to the fire alarm system and will need to be inservice at time of final test of the fire alarm. 2. Provide complete set of plans for fire alarm system to be installed. Include information and cut sheets on the entire system for all devices. Plans must be submitted and approved prior to installation. System must be monitored by an outside monitoring agency and be on line at time of final test. 3. Provide complete set of plan for fire sprinkler system. Plans must be approved prior to installation. System must be connected to fire alarm system at time offinal test. 4. This facility will require the installation of a knox-box for fire department access. Contractor must contact Fire Marshal Office to obtain application for knox-box. Strongly suggest this be done in the immediate future. There may be additional unforeseen issues not addressed at this time that will be addressed as the need arises. Should the developer and or contractor have any questions or concerns, I can be contacted at 424-7323 to set an appointment to discuss the issues. ~]Y .~ ave Roberts Fire Marshal Wheat Ridge Fire Protection District cc:file May 9, 1997 Tom Reck Reck and Associates 9605 West 49th Avenue Suite 300 Wheat Ridge, Colorado 80033 Dear Mr. Reck: This letter is in regard to your application for approval of a conditional use permit for the Queen of Vietnamese Martyrs Church at 4615 and 4685 Harlan Street. This case was reviewed and approved by Planning Commission at their April 3, 1997 meeting. A recommendation of Approval was made with the following conditions: I. The existing fence along the western property line of 4615 Harlan Street and along the south side of the property be repaired where needed, 2. The curb cut onto West 47th Avenue be limited to right turns only with a sign posted and a mountable median installed, 3. An additional travel lane and appropriate striping be constructed from the curb cut on 47th to the street intersection, 4. The pathway to the playground be moved north to align with the rear exit door of the education building and that a crosswalk installed across the drive aisle, 5. That additional dumpster locations be shown with appropriate screening, 6. The vehicle service area spaces off West 47th Avenue be lengthened to a length prescribed by the Planning Department to avoid vehicles from blocking travel lanes in the street, 7. That the new building be shifted as far east as possible (at least 5') so the landscape buffer along the west side of the rear drive aisle can be widened, 8. Internal stop signs be installed in front of Building 'B' 9. That Ingalls Street may not be opened for vehicular traffic even if the church acquires the spite strip, 10. That the playground be opened for neighborhood use, 11. That the amount of right-of-way requested by Public Works Department be dedicated along West 47th Avenue. There were no appeals to the Planning Commission recommendation filed with the City Clerk's office, therefore, their decision is final. The conditional use approval is akin to a development plan and , therefore, the site plan must be recorded with the Jefferson County Clerk and Recorder's office as an official development plan. The conditions of approval must either be incorporated into the drawing or noted as a condition of approval. In regard to Planning Commissions conditions, Planning staff has the following comments: Items 1, 9 and 10 should be included as notes on the plan. Items 2 through 8 need to be incorporated into the site plan. The amount of right-of-way dedication for West 47th Avenue and the radius needed at the 47th/Harlan intersection (item 11) will be determined by Public Works staff once street construction plans have been reviewed. Once the amount is determined, a warranty deed can be prepared for acceptance by the Wheat Ridge City Council. This should be done by the applicant's surveyor after review of the legal description for the r-o-w dedication. In order for the document to be recorded with the Jefferson County Clerk and Recorder's Office as an official development plan, the following format must be used on a 24" x 36" backline, photographic mylar. -The title should read "Queen of Vietnamese Martyrs Catholic Church" "An Official Development Plan in the City of Wheat Ridge" -Legal description of the entire site -Vicinity map -Owner's certification with notarization block -Signature block for the Director of Planning and Development -Signature block for the Chairman of the Planning Commission -Signature block for the Mayor with an attestation by the City Clerk -Recording block for the Jefferson County If you have further questions, or need additional clarification, do not hesitate to contact me at 235-2848. It was a pleasure working with you through the process. Sincerely, Meredith Reckert Senior Planner cc: CUP-97-1 file Father Bartholemuel ~ GIAo xu NU VUONG TU D~O VIeT NAM Queen of Vietnmllese Martyrs Parish 4655 Harlan Slrce! Wheat Ridge, C()]nrado 80033 elm) 4.11111X2 December 4, 1997 John Eckert, Chief Building Inspector City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado Dear Mr. Eckert, The members of the Building Committee and Myself met this morning to discuss your concern about the potential usage of our proposed building. Mr. Reck explained to us the differences in usage between the A Occupancies under which we are applying for a permit, and the B and E Occupancies which would required that the building be fully sprinkled. We wish to convey to you that the Parish not utilize this building for preschool, day care or educational use beyond the religious education program. We understand that this restricts our educational program to 12 hours per week and to 4 hours in anyone day. The Parish of Queen of Vietnamese Martyrs request that you issue to us a building permit under these conditions. We thank you for your kind considerations. )j~ Rev. Bartholomew Do Thai Hoa BUILDING CODE STUDY Project QUEEN OF VIETNAMESE MARTYRS COMMUNITY and EDUCATION BUilDING WHEAT RIDGE, COLORADO Juristiction Zoning Wheat Ridge Planning Wheat Ridge Building Wheat Ridge Fire Wheat Ridge Rep. Merideth Reckert_Phone Rep._Merideth Reckert Phone Rep._John Eckert_ Phone Rep. _Dave Roberts Phone Prepared by: Predesign Design Tom Reck Design Dev. Cont. Doc Date Date _4/14/97 Date Date Date 12/4/97 land Data: land Area_64,736 S. F. Required Set Backs Front 30' Sides 10' Rear 20' Open Space 20% Zoning_R-2 Provided 30' on both streets (27'-8" on Harlan) _N/A 25' _49% Parking _300 spaces_ 312 Building Data Floor Area 4th 3rd 2nd 1 st Basement Total Footage o -- o -- 16,845 _21,500 o -- _38,345_ rEVISED 'fd 0Tll.66 16,616_ 21,502 38,118 Building Data (continued) Storys 2 A 2.1 Square Footage Separation Reqmt. _20,500 3,748 Occupancy Classification A 2.1 A3 12,868 none Occ. Group Type of Construction 111-1 hr A 2.1 111-1 Hr A3 Construction Base Allowable area 13,500 13,500 Side Sep. Allowance No. Of sides 3 Min sep.2O'+27.67' % increase ~ toq,?f, 9.339 Allowable with side sep. 22,839 S.F. Fire Sprinkler increase o - ONE STORY ALLOW 22,839 S.F. > 21,502 Multistory increase x2 x2 x2 x2 TOTAL ALLOWABLE 45,677 S.F. > 38,118 PROPOSED BUILDING 1 st Floor Total Footage Fire wall separation 37,345 Area 1 Area 2 Not Required Area 3 BUILDING HEIGHT Stories 2 Height 35' Maximum height is based on average grade line to top of highest point of the roof. All equipment must be within the allowable height. Fire Sprink increase Sprinklers are not to be installed. EXTERIOR WALL AND OPENINGS BASED ON LOCATION ON PROPERTY Occ Group Canst Bearing Wall Non-bearing Openings Type A 2.1 1I1-1HR 4 HR 1 HR less than 40' Protect <20' A 2.1 1I-1HR 1 hr mar than 20' Same <20' Exceptions none FIRE PROTECTION Requied in the basement Materials and Construction Exterior Walls 2 ,Lt- ''''''-",...~ lL_ i. "~,,. ..-.__._--~ J>. ""'" "b\ I Y * / I f // ~/ /} I ~ / * t ~"fNt1r ',~! 'Im~''''--''-~'--'-''-'-'-- -'--'---'-'-'~3diNnr NOllt. o crv .. III __. lt~12-1.. ~~ ~ ~ ~ ~ "-"--'al3dlf'.ll1r NOJ. 11m l' ..l~3e-:>l:)~H € ~vt'. + ~ I? ~l/"t, ~aaA:tv '"I ---w~/ If v' y --g~::> 1:)N'~3In?1:l1N~t~~'- -'-'-"-'. '>t?O<S'. . €.-~;m -:)'r:J ~. (!j3!\ I C!:j ~,...-~ 3~~NI~~'NaCl109 I , ~3~INnr 9aH~H ~ - .. , T 1, r ~3dlNnr' O''tt~g ~ e~~ t:?N1~3mo'd,..LN~ I a'7~ y -=:rr:? '~~~ ~3AJ~ G lOl · · x ~x ..~ .. txt.~x X ..- 'X ~a;'INnr'~3H'VnH'. ti ~ '-"'-,-'-. ,"" ~ ~ NoANld 13Nld t- . ;,. dNn()~1D~ V"ld ..' 3~nln::i )RN93NIN N3010~ ~ , .. L _~",~,_,~.~"""""""",~_~"""""":,__""--,~~,^.._,,,<,,,-,--",-~----~-'''''''''''''''''''''''''''''''''''''''''''''''''''''''V--~ RAYFORD R. CANADA, STRUCTURAL ENGINEER 1088 PINEWICKET WAY, PARKER, COLORADO 80134 Telephone (303) 841-2738 , . september 7, 1994 To Whom It May Concern: subject: Application for Class A Contractors License By: Cuong A. Tran 2603 West 100th Place Federal Heights, Colorado 80221 During the period from May of 1989 through July of 1990, I was engaged in the structural design and Observing the field work of converting the old Lakeside Twin Theater at 46th Avenue and Harlan street to a church building for The vietnamese Catholic Church. At the same time, I designed an addition to The International House of Pancakes building, and the necessary remodeling of the existing building on the same site for the church to use as fellowship hall and dining facility for church activities. cuong A. Tran was the person the church chose to be in charge of the construction, and he was the one I worked with during the time it took to complete the project. His work showed a full knowledge of the code requirements, the capability to schedule subcontractors activities to the best advantage, and the general knowledge required to insure a first class end result. In my opinion, he and the others involved in the project did an outstanding job. Based on what I observed on this project, I believe he is qualified for a Class A General Contractor License. Sincerely, f d ~O R. C ~O ...--.. "'1ft [" '-;..GISTE"~'" ~ o? D ... (:) \1' . . . 5154 I. ..,.%-tr"if/: .n\~.r ~~l v~ '. ;.r/O~At. t..~.& 0 <<918 ~........... '3?:) Of Co\o\ STQ-k. 0 \=W\O\G<.~~ Cul.Jn k{ CJ.b A1'-'f c . . 4 ~.JLucl n "5tzLh,Jg Sdo ---':;\ \0L~{j c( v:':V:lei OlO-lh u:Q.L.1 Cf'b C~. l16~;.J (lbT,../l~l-- (";;) j{ ~ ( J LIFE MEMBER, CAN SOCIETY OF CIVIL ENGINiEgRBmi~s,.:n Exr f ., Au,' 22, '9~3 h,,\V'--"- I"YLL M\..:~~Q IL. - r (I~UJ'lLLt 10; IZ n'-{ ,c,re- (e " Re: Recommendation: Cuong Anh Tran: Social Security # applicant for Class 2603 West 100 488-84-2313 A ContF,ctors' Place, Denver, September License: CO 80221 13, 1994 This is to inform the reader of my high regard for Cuong Anh Tran's ability to organize and manage a construction project. Cuong was chosen to plan and implement a $500,000 project which included conversion of a Mormon ward complex to 2 Catholic church, rectory and a meeting hall to serve as a gym and activity center for the Vietnamese Catholic Community of Utah. The church portion of the building was originallY constructed by the Air Force in the 1940s. The chapel was enlarged, and meeting rooms and a gym were added hy the Mormon church in 1953. The complex of 16,000 square feet is located on a two-acre site in Kearns, Utah (Salt Lake County). The work consisted of asbestos removal; extensive demolition of structural, electrical and plumbing; field fabrication and erection of structural steel columns, beams and trusses to replace load bearing walls and add shear walls f('r seismic resistance. The complex was rewired for new lighting and sound systems and plumbed to add new bathrooms, kitchen, etc. Large swamp coolers with new ducting and controls were installed in the residence and church areas. The church and residence were completely re'nsulated and dry-walled. The old pews were disassembled and rebuilt to fit the new church space. All new windows and doors were installed. The residence was isolated from the church with fire wall construction. Coung made layouts and drawings; and specified, selected and purchased equipment, including steel, electrical, cabinetry, plumbing, doors, windows, dry wall, etc. His re~p0nsibilities included letting of contracts; obtaining building permits; organizing volunteers, scheduling, and bookkeeping. The writer did the structural analysiS and prepared some submittal drawings for the building permits. Thqs I observed Coung's activities at close range. I view him as a resourceful construction manager with broad knowledge of the plumbing, mechanical, electrical, and uniform building codes. His architectural training was an asset. His character is of the highest type. I recommend Coung without reservation. He would make a valuable contribution to the productivity and integrity aspects of the Licensed contractors' community. ~~~.. Sincerely yours, r,_-::- ---':";;';;0--"'_ A.. L 0 . . VIOlA McGEHEE l' I J.. ~ . ,; . ==I~'L"~l,"~,gil;tnes B. Maher, P.E. (Utah '7063; Illinois 62-24150) I ~.. ..., .K-"'nExlll~t10 E. South Temple 1/803, Sal t Lake Ci ty, UT 84102 , ' . "::'~804 I L____________._~ II/~ v/,</ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 95-922 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 5/9/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4655 HARLAN ST Phone: 431-0382 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Use Tax: 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 89ree 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. Total: $280.00 $0.00 $0.00 $0.00 (OWNER)(CONTRACTOR) SIGNED DATE Description: ENCLOSE DUMPSTER BUILDING DEPARTMENT USE ONLY Approval: MR 05f03/95 Zoning: C-1 Approval: SE 05/03/95 BOLLARDS MUST BE PLACED ON PARKING AREA SIDE OF ENCLOSURE Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: . Expiration Date: Approval: . Expiration Date: Approval: . 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 the State of Colorado and to the Zoning Regulations and Buildin9. Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 dar.s. (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 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 jf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. (4) 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 Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases ot the/"Ob" (6) The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions s:=oran~h~:a7;;AUlatiOn. Chief 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 Property Owner: Property Address: Contractor License No. : Company: ,A?et!'-/iJ/c!'C e'>B c?r .f) e /JC/e~ ..fl6.5~f/'~U't yr-- Phone: ~.s/_?'Je~ Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: -g;;:2 ,::) Permit Fee: Use Tax : ~~4./'-Y. ~,/ Total: 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 89ree 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: s;e ee /,/ T~ A-j'7f" /~)A \;)/ ~/ ~ ~72'lCAcT-r BUILDING DEPARTMENT USE ONLY ApprovaI5z..~\~ (VU~\ ~t.. ~\~tt.D c'" PN2.~ AAL .. ~~~t d- S/\~~I.nt:.- Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License Na : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: _.-1- Expiration Date: Approval: :.:i IlfiI1III1s'R-IIB;i! J Expiration Date: Approval: II 'ill (1) (2) (3) 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 Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized IS not commenced withm SIXty (60) days from Issue date or (8) the building authorized is suspended or abandoned for a ,Period of 120 days. 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 or will be made in the anginal 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. No work of any manner shall be done that will change the natural flow of water causmg a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedimg With succeSSive phases of the job. 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 violation of the provisions of the building codes or any other ordinance, law. rule or regulation. (4) (5) (6) 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 D < [) z: Q (j ~ '" V\ ~w 5CfIW fRA5H 5fORNl ~ =' < =< ~ ,- Ha1an 5treet 5R~~N 1P-J\5H 510RNA~ ~ l3/INK QU~~N Of VI~fNAMf5(: MARrYR5 46?? HARL-AN 51. WH~AI RIt7t:A~, CO, B0055 I '\ '1- " ~ - .. .'>..- ~ , I ~ ~,.. -l>. " I ~ \ '-..... , , - -l>. I ~ , , 0-, 't;/ i ~ ~ \ '>,.- \j \ ' ~ },. \ " , ~ ~ \j I' ~ , " 0- ? / ..... , , 10 '"" l<" >\ \ l<' -t.. ~ -l> ~ " " )< , 'l\ , ~ ~ ~ ~ ~ ~ )o;j .,. ~ ~ ~ ~ ~ 'I 1;1 ,I ~ I ~ '\ ,I - "---...- I~ IA\ II \\ II \ \ I \\ I \ \ II \\ I I \$\ I~ ~\ II \\ II \\ II \\ 4 ! \ \ /' II //// \\ \\ \\ I II II II II II /; II ;,' ;, I I /); I I 'I/} II A /; II II / _~,,~_ _n ;/ II tt ~ L~~- __=~::'d~~-.:c~-~~ \ '\;-- -- ~"'c.=-- _~. ,=-_. _~~ \ ~ 11\ \\\V W . . b"'- P // (i) ~ r~~=:=_4 /::6'.- ,I ;- /' 8" / no charge Labor: by members of church $ 59.92 71.82 115.00 33.48 $280.22 posts 8 @ 7.49 rails 18 @ 3.99 pickets 100 @ 1.15 cement 12 @ 2.74 Materials: ESTIMATED COST OF SCREEN TRASH STORAGE FOR QUEEN OF VIETNAMESE MARTYRS 4655 Harlan St. Wheat Ridge, CO 80033