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Home My WebLink About10050 W. 41st AvenueN � O q M C) 6� d u m o U ~ C .o 000 O JJ p o ow 3 w o�jw a: j 3 >+ R u u z b a OH a u �+ N t 41 06 I,-, "0 Q W a 0 Fawa U w H (5 0 .- AHa 114 4J w 0 ,H OM W M O C C O N H -rl '. p aq w o 1 rn ® F U Ca E U u .9 >1 `ow wbZ 4 N w C .� .4 U V O o -. U o w H11 4 o� � W >U Q p A ri tn H a 41 t 300 ", o m U O 75 ow ,� Qti wW ot7 O z O 75 ow cEnb o O > > wANa 41 ° fcw N a 3UE�t�' o E o �A U 4.) � W�wwpwC � w �, 3o°ado b 0 City of Wh6atPLidge BUSINESS LICENSE INSPECTION PERMIT NO. 202000316 BUSINESS NAME: Owens Orthodontics INSPECTION DAY/TIME Tues, Feb 25 @ 10:45 am INSPECTION DAY/TIME INSPECTION DAY/TIME ADDRESS: 10050 W 41 st Avenue #102 CONTACT NAME 1900 qe,ik SQ FT OCCUPANCY TYPE ) q, OCCUPANCYLOAD CONSTRUCTION TYPE XSPRINKLERED ❑ NOWSPRINKLERED N � O q M C) 6� d u m o U ~ C .o 000 O JJ p o ow 3 w o�jw a: j 3 >+ R u u z b a OH a u �+ N t 41 06 I,-, "0 Q W a 0 Fawa U w H (5 0 .- AHa 114 4J w 0 ,H OM W M O C C O N H -rl '. p aq w o 1 rn ® F U Ca E U u .9 >1 `ow wbZ 4 N w C .� .4 U V O o -. U o w H11 4 o� � W >U Q p A ri tn H a 41 t 300 ", o m U O 75 ow ,� Qti wW ot7 O z O 75 ow cEnb o O > > wANa 41 ° fcw N a 3UE�t�' o E o �A U 4.) � W�wwpwC � w �, 3o°ado b 0 City of Wh6atPLidge BUSINESS LICENSE INSPECTION PERMIT NO. 202000316 BUSINESS NAME: Owens Orthodontics INSPECTION DAY/TIME Tues, Feb 25 @ 10:45 am INSPECTION DAY/TIME INSPECTION DAY/TIME ADDRESS: 10050 W 41 st Avenue #102 CONTACT NAME 1900 qe,ik SQ FT OCCUPANCY TYPE ) q, OCCUPANCYLOAD CONSTRUCTION TYPE XSPRINKLERED ❑ NOWSPRINKLERED 30IION SIH13AOW3tI ION 00 _:..; :ao}oadsul:- uoi;oadsuysn •oo -a8p►a;eagm p MManll.-dp y :;e mgluo uoi;oadsu►-aa ao{ alnpayos `apew uaaq aney suoi;oaaaoo uayM.. oN �aA :paainbaa uoi}oadsul-@H vnv >��.—,Z / a it :Uoi}oadsui aol algL-IiLInB auo oN n `�l Cyc G z :aagwnN Iivaaad moo/ 3,A l;�, 4 ..� :ssaappd qor -� :auA.L uoil3odsul 331ION N01133dSNI a:)';;o sssz-ssz (COs) uoisinia uoil3odsul Buippq , 39ala IV3HM d0 Al13 � y 1 Al 30IION SIH13AOW3tI ION 00 _:..; :ao}oadsul:- uoi;oadsuysn •oo -a8p►a;eagm p MManll.-dp y :;e mgluo uoi;oadsu►-aa ao{ alnpayos `apew uaaq aney suoi;oaaaoo uayM.. oN �aA :paainbaa uoi}oadsul-@H vnv >��.—,Z / a it :Uoi}oadsui aol algL-IiLInB auo oN n `�l Cyc G z :aagwnN Iivaaad moo/ 3,A l;�, 4 ..� :ssaappd qor -� :auA.L uoil3odsul 331ION N01133dSNI a:)';;o sssz-ssz (COs) uoisinia uoil3odsul Buippq , 39ala IV3HM d0 Al13 � y 1 Al i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: / 454�© 4*"2� Permit Number:3� �. 2�No one available for inspection: Time i` Re -Inspection required-" Yes' No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date` -,7-- ?fir Inspector: DO NOT REMOVE THIS NOTICE a s N R d N y � A � o O M r N C M Q Go a °° O aJ ,o U CD o o. N ti c .� s. u •LS -b �o -.a r \ O 4 Fri .� �i 3 .'racy+ � bD d Cd O > 01 qi fl u O Z AO o �j on w to 4.) 0 to ol >•moi R7 U r \ o W +w v u H m 44 uz 4J .i n 3 u 3> tr� u F w o o u o o Q o H ri 1- o d m +'�+ .G o oo P4 ¢ 'd a' 0 trl 0 4J 0 Z 43 p�V 44N CC U4o o „ lel r��_ �w a�•o C bbA v U� b(, xx 0 ASW o• C 0 o zvg 1-1 41 - o U u U .-i o w0`rzQn q a fd 44U e3a a o a u A k in C u v� o GL c a b a Q d A= 0 W N 4J °o z row o w�a(�lOd�� ° ro 33aUaax C14A 44 410 ��• WaUF w N iii cz z m 0 Uj s y C 3 0 a d 0 10 ~ U a V 0UCL0.WF. u N FOR OFFICE USE ONLY 40 City of Date: e pranlparrnt r _ Buildings & Inspection Services Division 7500 W. 2e .Ave.; Wheat Midge, CO 80033 pian, Review w Office: 313-235-2555 * Fax: 3013-237-5929 Inspection Line: 303-234-5933 Email. errrr►its ci.vsreatrd e.ccr.us Building er it Application Mailing Address: if different than property address) Address: --------------- Crit , State, Contractors, City L n e #* Phone: *; µ�{ Contru for -tall Address: f �,4S_, - - - - — Electrical:. , � . (444,11f,6 Plumbing: Mechanical: W -Rt City License # S & W,R City License # WR. City License Other City Licensed Sub: Other City Licensed Sub: City license # City License #r Complete all information on BOTS sides of this form Sq. FULF Gallons Amps Squares Other [Olga ... I rir City of 6a C icom OMMUNrry DEVELOPMENT Permit # 201501771 7500 W. 29th Avenue Date: 3/30/2016 Wheat Ridge, Colorado 80033 *Stipulations: New general dental office in existing building — 2272 sf — interior. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: West Denver Properties ADDRESS: 10050 W. 41 st Ave, #101 , Wheat Ridge, CO 80033 CONTRACTOR/ADDRESS: BVB General Contractors, 1289 S. 4t" Ave., Brighton, CO 80601 PROPERTY ADDRESS: 10050 W. 41"Aye., #101, Wheat Ridge, CO 80033 PARCEL #- 39-214-06-001 Occupancy:ami Type of Const.: V -B Occ. Load: N/A FOR THE FOLLOWING PURPOSE Commercial Tenant Finish Zone: C-1 - — — ------- - - ------ CQde Editions: No change shall be made in the Use of this building without S2rinklered: -7 01i SII 2 ICC/2014 Nt:L; prior notice and a new Certificate of Occupancy I oyes o 2006 JCC/2011 NEC V(No -he, City of Wheat Ridge I 2 Aigil 5. 0 v nFm i,a A 4 11 1 a City of le �Co M M U WNt V` L 0 P M 1Er 3, Tj� : * 11 .1 1 7- 0 4, - - 0 Njj#j 121#1 tKol 11 — Date. C'_ PlanlPermit # Plan Review Fee. - zt> tj !111111 1! 11 ol!IIIIIIIIIIII'm pq � III !11 11 11 1 1111111111 1111111111111 11 � I 100 50 We 14�� Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractors City License #.* Phone: Contractor E-mail Address: Plumbing: Complete all information on BOTH sides of this form NEW COMMERCIAL STRUCTURE 0 ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE 0 COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION H WINDOW REPLACEMENT COMMERCIAL A 1• STRUCTURE kYF.. (Garage, shed, .d deck, RESIDENTIAL A ACCESSORY STRUCTURE N•" (Garage, shed, deck, etc,)MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMEIJT F:NM, /APPLIANCE REPAIR or REPLACEMENT I Wiwi It, vi itiQjLwj10m,, V &M U.-Ovu, faw.I y Piev of 2n 7 � e, �r al " ' ' 3,P, Gallons Amps Squares Other Melissa Mackey NOMMONOWNWOMM From: Paul Battista <paul@battistadesign,net> Sent: Wednesday, December 09, 2015 9:26 AM To* 'Dan Brown' Cc: Melissa Mackey Subject: FW: Permit Application # 201501771- 10050 W 41st Ave #101 - Final Plan Review Attachments: 201501771---10050-W41st_Ave�_101-12-9-15 - Review Finalpdf Dan, see attached and below. Now that you are on board you will need to submit to Wheat Ridge fire as the contractor, They just changed their policy and they won't let architects submit anymore, I have 2 sets of plans here for you to take to the fire department. Melissa is the contact at the city, please call her with any questions on the building permit and to coordinate on final valuations, etc. Firom: Phil Goddard [ Sent: Wednesday, December 09, 2015 9:19 AM To: paW@bAffi§tqdg§iqn.net Cc: Melissa Mackey Subject: Permit Application # 201501771 - 10050 W 41st Ave #101 - Final Plan Reviel 111111ir 11��1111 JpII111111111111li� Ill i Philip C GoddardCS Chief Executive Officer 191- 1 3190 S Wadsworth blvd Suite 220 Lakewood, CO 80227 USA 303-973-7766 x 101 direct 720-273-3225 cell 303-380-0060 fax wwky.bilildinor, i'C0111 «. CITY OF WHEAT RIDGE BUILDING AND JNS� SERVICFA DIvISION 7500 W 29th Ave Wheat Wi*t CO 80033-8001 pjO3.235.2955J 303,237.8929 #« w # #' �. �: '^k #. °w # #. •. is dk. • mug igio"i'TOM # # w .� Date: Project Address; l d o . 'Yip Name of Firm/Individual submitting documents: U -B &..' Project ' Description: rti O n4A , tea Signature of Firm Representative or Indivi al. M the Object Indicated above. 69 ..#.. ..r ».*.. • Wheat Ridge Fire Protection • AtV#04t Fire Protection • Wheat Ridge Water District # Consolidated Mutual i�Viiat District • Valley Wi� District # Denver Agency Notes: _JDAULI In nrPRDPERYNAME >eteerSon ! W 41st Avenue, Unit 101 NAA,9E: PNt3NEt ixown 1303.637.0981 neral Contractors #- , 4th Avenue, Brighton Oan Brown 303.637.0981 www.wrfire.org u:,s1U f: Battista Group — Paul Battista 66A AiA 3650 " Wadsworth Blvd ADDRESS: PFroNE LICENS ERTIPICA77 N �� w� utu" 30 2 4595 n1�owei, �� 5555,, ......a..,.,.» _� _.»,...... ,11, t MR , [DAdditional information Permit #.. 5* -021 er ®New Work []Alteration or Modification ®Repair or Replacement ®C?ecommission ___. 5.55__5_. �..� .�m.._.w.. AL 6ffitINAL t? CRIPTlt?N IF NEEDED: paid in full vasa cc at time of app ADDITIONAL REQUIREMENTS: - Applications must be submitted by a contractor representative and permits must be picked -up by a contractor representative. - Applications with incomplete submittal information or incorrect quantities will be returned to the applicant unreviewed. - Plans and permits will be available at the District Circe for 60 days after approval after which they may be discarded. - ff construction is started prior to the,issuance of a permit, THREE 3 times the normal fee may be assessed. APPLICANT SIGNATURE DATE PERMIT E SIDE FOR . , r CALCULATOR ♦ �MIIO Application I.�•� o. 1 # % # # Permit Fees # t -# at APPLICATI III i^N # application. �� /II__fII77T jl Iun) applicationt TOTAL PAS .» be r rt # 0% # greater.w'##` * lic BAProtection District accepts payment by check, money order and credit card, LANCE DUE' AP rl..r YtIitRBrown Dan kWC1CA-Yi6W--"-- 'El 'VED BY: Notification Made: .rba Date .. . � 15-120 5 CATION40 Picked -up REV 12/2012 Permit App4cation WHEAT RIDGE FIRE PROTECTION DISTRICT Building Construction Fire Protection special 00441NIFinnft Operational Permit Development Referral AutomaticSprinkler IV�I # r #FireworksDisplay New Building Fire Alarm tem USTIAST Install or Removal Open Burning Building Addition Aft Extinguishing System Spray or Dipping Operations Scrap Tire Storage Tenant Improvement Firi# Management Standripe System LP or Compressed Gas ff� Special Use OtherDemolition s• ♦ ►und Fire Line Private Fire Hydrant• er ®New Work []Alteration or Modification ®Repair or Replacement ®C?ecommission ___. 5.55__5_. �..� .�m.._.w.. AL 6ffitINAL t? CRIPTlt?N IF NEEDED: paid in full vasa cc at time of app ADDITIONAL REQUIREMENTS: - Applications must be submitted by a contractor representative and permits must be picked -up by a contractor representative. - Applications with incomplete submittal information or incorrect quantities will be returned to the applicant unreviewed. - Plans and permits will be available at the District Circe for 60 days after approval after which they may be discarded. - ff construction is started prior to the,issuance of a permit, THREE 3 times the normal fee may be assessed. APPLICANT SIGNATURE DATE PERMIT E SIDE FOR . , r CALCULATOR ♦ �MIIO Application I.�•� o. 1 # % # # Permit Fees # t -# at APPLICATI III i^N # application. �� /II__fII77T jl Iun) applicationt TOTAL PAS .» be r rt # 0% # greater.w'##` * lic BAProtection District accepts payment by check, money order and credit card, LANCE DUE' AP rl..r YtIitRBrown Dan kWC1CA-Yi6W--"-- 'El 'VED BY: Notification Made: .rba Date .. . � 15-120 5 CATION40 Picked -up REV 12/2012 Permit App4cation WHEAT RIDGE FIRE PROTECTION DISTRICT TESTING AND BALANCING OF DENVER, COLORADO MECHANICAL SYSTEMS 303-883-4688 O F MECHANICAL SYSTEMS •� s r PRESSU GA GE PY THERMOMETERS �► t SIDEWALL. DIFFUSER MAKE TYPE CEILING INFUSE MAKE TYPE RETURN REGISTER MAKE TYPE SUPPLY REGISTER MAKE TYPE RETURN GRILLES MAKE TYPE s • ».�,s a P ROJECT i 52 80 ' VELOMETER C ORRECTI ON 1 APPLIE R •" VELO STATIC PRESSURE C ONNECTIO N REC ORDED PRESSURE READINGS ARE MEASURED X CORRECTED JOB: s• AUSTIN PAGE DATE PROJECT DR AUSTIN A) UNIT NO. EF-1 PLAN LOC. MAKE PENN BERRY MODEL# Z8H SER. NO. K12WZ07729 RATING 200 GEM SPEED, RPM DIRECT DRIVE B) MOTOR FASCO H.P. 27 RATED PREFF TYPE PH. 1 RATED SPEED 1550 MEAS. VOLTS (L/L) SF N/G RATED VOLTS 115 MEAS. AMPS 1.2 FR. N/G RATED AMPS 1.4 MEAS. VOLTS (L/C) 119 MEAS. KW C) STARTER NONE SIZE THERMALS (EXIST) AMP. RATING THERMALS (REO'D) AMP. RATING OTHER D) DRIVEN DIRECT DRIVE SHEAVE X BORE DIRECT DRIVE DRIVER SHEAVE X BORE BELTS SIZE X NO. BELTS MOT. ADJ. IWOUT CL DIST. DRIVE CHANGE BELT CHANGE DIRECT DRIVE FINAL RPM DIRECT DRIVE FINAL AMPS FINAL KW PF (1st) FIN E) FILTER IN OUT DROP HEAT COIL IN OUT DROP COOL COIL IN OUT DROP FAN IN OUT RISE PUMP IN OUT RISE REMARKS: 1.0 SQ FT X 200 VEL = 200 CFM: 1.0 SQFT X 215 VEL = 215 CFM FINAL Denver, Colorado PAGE DATE PROJECT OR AUSTIN ) UNIT NO. EF -2 PLAN LOC. MAKE PENN BERRY MODEL#I ZE SER. NO. K12WZ07731 RATING 200 CFM SPEED, RPM DIRECT DRIVE ) MOTOR FASCO H.P. .27 RATED PFIEFF TYPE PH. 1 RATED SPEED 1550 MEAS. VOLTS ( ) SF NIG RATED VOLTS 115 MEAS. AMPS 1.2 FR. N/G RATED AMPS 1. MEAS. VOLTS L/C) 119 MEAS. KW ) STARTER NONE SIZE THERMALS (EXIST) AMP. RATING; THERMALS (REO - D) AMP. RATING OTHER D) DRIVEN DIRECT DRIVE 'SHEAVE X BORE DIRECT DRIVE DRIVER SHEAVE X BORE BELTS SIZE X NO. BELTS MOT. ADJ. INIOUT CL DIST. DRIVE CHANCE BELT CHANGE DIRECT DRIVE FINAL RPM DIRECT DRIVE FINAL AMPS 1.2 FINAL KW PF (1st) FIN E) FILTER IN OUT DROP HEAT COIL IN OUT DROP COOL COIL IN OUT DROP FAN IN OUT RISE PUMP IN OUT RISE REMARKS: 1.0 SQ FT X 200 VEL = 200 CFM: 1.0 SOFT X 215 VEL = 215 CFM FINAL Denver, Colorado PAGE DATE - PROJECT DR AUSTIN A) UNIT NO. EF-3 PLAN LOC. MAKE PENN BERRY MODEL# Z8H SER, NO. K12WZ07732 RATING 200 CFM SPEED, RPM DIRECT DRIVE B) MOTOR FA CO H.P. 27 RATED PFIEFF TYPE PH. I RATED SPEED 1550 MEAS. VOLTS (UL) SF N/G RATED VOLTS 115 MEAS. AMPS 1A R. N/G RATED AMPS 1.4 MEAS. VOLTS (UG) 119 MEAS. KW C) STARTER NONE SIZE THERMALS (EXIST) AMP. RATING THERMALS (REO AMP. RATING OTHER D) DRIVEN DIRECT DRIVE SHEAVE X BORE DIRECT DRIVE DRIVER SHEAVE X BORE BELTS SIZE X NO. BELTS MOT. ADJ. IWOUT CL DIST. DRIVE CHANGE BELT CHANGE DIRECT DRIVE FINAL RPM DIRECT DRIVE FINAL AMPS 1.1 FINAL KW PF (1st) FIN E) FILTER IN OUT DROP HEAT COIL IN OUT DROP COOL COIL IN OUT DROP FAN IN OUT RISE PUMP IN OUT RISE REMARKS: 1.0 SO FT X 200 VEL = 200 CFM: 1.0 SOFT X 210 VET_ 210 CF M FINAL I 2 Ila f! p =i �k i Im f S e k $ Y 3 F3 Mil 1, S8 k kk 9 .. .. J� ! I S .. k I T$ 6p 2 ?E B t €a vy Rom C; & 0 X m so 6 A C moss to IV f! p =i �k i Im City of ` 0,0_r Wheat idge MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 December 21, 2012 ASSIGNMENT OF SUITE NUMBERS NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): West Denver Properties LLC OLD ADDRESS: 10050 W 41 Ave, Wheat Ridge, CO 80033 NEW ADDRESS(ES): 10050 W. 41" Ave. (from east to west): 10050 W. 41" Ave, Suite 201 (Dr. Will) 10050 W. 41 Ave, Suite 101 (no current tenant) 10050 W. 41 Ave, Suite 202 (Dr. Horsley) 10050 W. 41 Ave, Suite 102 (Dr. Austin) SUBDIVISION: Green Valley. LOT(s) 24 BLOCK KEY OOA SUBDIVISION: Green Valley LOT(s) 23 BLOCK KEY OOA PARCEL NO(S): 39- 214-06 -001 NOTES: This is a courtesy notification of existing units being addressed. See attached site plan. AUTHORIZED BY: DATE: /-z Z 2 DISTRIBUTION: 1. • Property Owner 2. 'U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 3. Xcel Energy, ATTN: Correspondence, P.O. Box 840, Denver, 80201 4. Qwest Communications, Metro North Field -- Engineering, 5325 Zuni St., Room 728, Denver, CO 80221 5. Comcast, Attn: Scott R. Moore, 6850 S. Tucson Way., Englewood, CO 80112 6. Water District: Consolidated Mutual 7. Sanitation District: Westridge 8. Fire District: Wheat Ridge FD #2 9. Wheat Ridge Planning Division 10. Wheat Ridge Building Division 11. Wheat Ridge Police Department 12. GIS Specialist 13. • Log File 14. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: www.ci.wh eatridge.com s ALL pie L I L , IL 31 - 0*1 O A 4 t) I C Itj 3 6 r-9 __3 /M r ., nV City of f y � Wh6atl� Date: t- , . I II DEVELOPMENT Plan #I~ Building & Inspe ction Serv ices D ivision 7500 W. 29 Ave., Wheat Ridg CO 80033 Permit ail Office. 3013- 235 -2855 * Fax. 303- 237 -8929 Inspection Request Line: 393 -234 -5933 Bu ild ing er it App (Complete pjl highlighted areas) Property Address: lee- z" Property Owner (please print ). drse /< ?, hone: 1> -- — 34 M ailing Address, (if different than property address) Address. City, State, Zip, Contractor.- c vk , 14 '54 t O Contractors City License Phone. 3 - Sula Contractors* Electrical: Plumbing: Mechanical: City License # City License # City License # Qj sCt1p X1o , jj gf 1At rk: (Full describe work to be performe - Attach additional sheet if necessary) . 1� alueofall work: } lam f �^" "�� " ^"�""'° }" $x• `'° ,�' "" G "4. G�„'� ` A ^tom" � F .9 I "' 'p""" .w,"✓ ,+ 'd r$ G ,ry< ; a:`+ +' dt j" a 6 e, Review (due at time at sutarrrtttat). .. Squares BTU's Gallons Amps q Ft, OWNER/CONTRACTOR SIGNATU OF UNDERSTANDING AND AGREEMENT ENT I hereby certify that the setback distances proposed by this pcnnit 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 panted on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application, that I am the legal owner or haven authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE"ONE: (C >lINER) (CONTRA rte (AItMCIRI,T"EDREPRESENTAlTTIVE) of (OWNER) (CO NT R ACTOR) W fRM NAME: � , �° � �� Sr lATVRE- DATE: nuv�wwwrww.m«x..w.m...x....w. r � � „....... FIRE ri a:! M 0 h , 44. 0 A ! t } 4 /f, pp° B ipling (State Rely 397) a w °w. fie^" k-«Fva/ 7414-04V4 } DATE ....... .d to ,. it.,L #.. }. �,�'.'$ ...:....,+ .., �.. .AB,..�k,.+ -4"E.. S✓"ff .f `'.... .P!. 8 !, M J . ",...� .., .. .�, .... ... 4. ;.. L... a .. d✓ . . j tUG{ 9 :L.;!+!/,,..5} ,,...,...i3..+U.t{. .. ., .t f. , d 30 Kt:� 7j/ b Mo, F.4f..., �.. X -rN } ♦♦gyp y (�y� } �F g (,�( �y(�y.�` t ,�} t y¢yp # p �p y( h { �3 (�yj wjy �%} ".t,'.,J G,.V,.. heG.?M ...,. ...4."?r+'. ... ..... ..... °"'� ......: ....... . , .... ,.... ..., . . :., ... ....:. ..... ...... .. .. .s.... ... �... ... ,........,.,,. . . _ /j y op jjr j y� pt .,... !/ to .._. ,.. .: l*Y.IAi.. .4..,.Y5 .<... .. ......... .... s.� (I I / Q � (jj[,gt� ■} (' p q / $ pp j }y pp ` XNN .. ftest R! .. c . . ..... t -.. . .... ,.. ....t ... . ,.. ... >r.• $5.......,. W.A.. .. . , } �$j ftjijf }jjfj F wYY4W , 1. 4 PRtnr7" M -i Ak& gh-ft k4 -t t~ MM �M . 2P — n 2iwAA { 1 wri • YF ■ NU i ta A I o I lUL "r Wlwl' of 2 ,5" divider bar fq9,0 nib?f w 4" to 3 " +- copy, Stand rd 3M translucent vinyl 1 ,75" divider bar 24" deep extruded aluminum cabinet, VOLT Feint grey to match building Copyrig This design is an instrunie of sonAce and is the exclusive property of V'saionPoint, Inc,,, and may not be duplicated, desc cr 'aprodu wdhout "r wr n Wnsent, Copyrights slid infringe is witB be enforced and p • w • s MMUM MM M `� M •« P gray to match build PLAN A -7A ' -07 >. .. any of the provisions of the building code or of any C4 or in' ancea Permits presuming to ive authodty to vi to or c anal the provosirms of the building otter ordinances of the CAy shape not he valid. Codes. and any applicable City of Wheat Ridge Municipal City of Whe'at COMMUNn DEVELOPMENT 2EM22= Building Permit Application (Complete A highlighted areas) JA/ 190MMEEMEM CIRCLE ONE: (OWAWR) O"ONTRACT0 MUTHORIZEDRE-PnEaSVEN I F) (Ow"VER) j4 f&w NAME: SIGNAURE: Bldg Valuation: $ vz, L�j�OcAf Conowtor MCASj%,,k.Ac, Phone $14to License rLI W�2 Master - LJ5 (Sal 4� 1001 11 S�ignatu�reor=utho�rlzea� ,geni Dahe Company Name. Phone, #4-1 - State License Master #: Wheat Ridge lwenseW. Signatu'r 'of Allthorl I zed Agent B .� s • Project Address: Irnoge') ... Permit General Contractor: Electrical Contractor Company Name: Phone 4: State License #:- Master #: Signature of Authorized Agent Date PI bing Contractor I Mechanicat Contractor I Company Name: Phone: Wheat Ridge License #: 10=0ZIM111111" IM *This application vaust be signed by each sub-contractor confirming the same. Project Address: lel,*54 A). ?/V " Aw Permit ai womig General Contracto + OW ,2 AM I At-4.2 In Al I I Electrical Contractor I Company Name: Phone #: State License #.- Master #: IM I Plumbing Contractor I tvatTIUNI'm Wheat Ridge License #: hol 1 911 I Mechanical Contractor I Date *This application must be signed by cath, sub-contractor confirming the same. Y �8 of dge- MUNr L ' Building '" •• r (COMPIOtS AH highlighted .. a HUMMEEM :C. Date -VL�d-&41i� A- $IGNATtIRE: '' Plan Permi o Z L I-Z Date Electrical Contractor Company Name: Phone #: State License #: Master #: Signature of Authorized Agent Date Plumbing Contractor Company Name: Phone #:--''-",, State License #: Master Wheat Ridge License Date I Mechanical Contractor I *This application inust be signed by each sub-contractor confirming the same. 1 Electrical Contr gratwe 'Ath��c Bent ►666` S tate License ## Master , Wheat jtt gc L c os d Date I mechanical Contractor I Company Name: Whet Ridge License ##: Ignatoro of Apth9fized Agent Dale *Tllls opliffeation WOO be si gned b eaeh Ub- contritetof. Conf#rmin tote 8810e 0 Em. 303-781-4665 PA City of v v h6, at COMMUNITY DMLOPMENT SUB-CONTRACTOR AUTHORTZATIOV F*111,1 ProjectAddross: leav") t4t_i eltc�' Aj Permit Gen era I Contractor. Ab'Atj,1J-J-,4_ /Ii#1 4rop'-_ . Electrical Contractor =- cwffg; ix�'� Signature of Authorized Agent Date P1 bing Contractor Company Name: Phone: Wheat Ridge License #: Signature of Authorized Agent Date *This application inust be signed bY each sub-contractor confirtning the same. City of Wheat Ridge Municipal Building 7500 W. 29 Ave. Wheat Ridge, CO 80033-8001 P: 3012351855 F: 303.237,8929 November 1, 2012 This letter is to inform you that the permit applications submitted for the construction work to be performed at 10050 W 41 s 'Avenue have been approved and permits are available for issuance pending submission of contractor information and outstanding permit related fees in the amount of $8,267.94. These fees are in addition to the previously paid plan review fees totaling $1474,2 1. RGIUM Wheat Ridge, Colorado 80033 Office Phone: 303-235-2853 Fax-. 303-234-2857 www.ci.wheattift e m �cos , www,ci.wheatridge.co.us Permit#:20120080 Issued: 01/25/2012 Stipulations: Dental Office Tenant Finish. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. k Owner: Scott Horsley 10050 W 41ST AVE WHEAT RIDGE CO 80033-4157 Contractor: Corey Gray 11211 E ARAPAHOE RD STE 100 CENTENNIAL CO 80112-3851 For the Following Purpose: Comm. Tenant Finish ONCIMM -PATF- 05/23/2012 - EROIEC,T $057 Dr uoralay TT loo5O W 41st Ave Wheat Ridge, CO USA Dg=N ENZNEM Levary EnginQeringr Associ ' BYA—C �Q�TIVITZTM& Anderson Air _NFU—TAR-EIR—M - Double T Balancing C 1200 East Dry Crook Road; S E-207 C Colorado 80112-2569 C K=bor: 2631 NESS TRS 01-2001 National Environmental Balancing Bureau ITO/ 100 *d 99950 NOILZ)2dI5NO S3I'fZ,5 NIVIM710K EOST06LEOE 0�:tl ZTOZItZ `AY NI to 21 w. Double T Balancing Ct # I:IUWZIA jJ11AtjM' j1!Aka4je11Afj - qMiL I PROXCT, 8057 Dr Horsley TF I 9M Now S Mf wtho off.*$$ A to 00 won an a0C*vqw# At= C M Avw Ajonv*d wo" a Mwoomw AW110M)Wto "b;ft*t# RU M4W cadmewn 5"t ITO/ EOO*d S90 t# NOIIOMUSNC� Salvis NIVINnow EOST06LEOE Ot:tt z1ozItz'AYN, Filter 0.21 -0.18 -4�, 39 oil � 0,21 -0.39 -0,60 . 2. 3 -0.60 0,63_ ran STATIC P& • , I ► MIIIMIIII I�II�IAI�SIII RFT AIR D IIIIlII�I� I I�I III PA GE 2 t3/2012 READ�NGS pY' Dan rogues NEBB - .... N• M 5.2 M92sm mgfflm�� SERVICE f ice ALA �Ttrt� T DATA i DESIGN ACTOAL 67ANDARD AIRROW !200 203 MSASURF-D AMFLOW 203 AV RAC VELOCITY 34 . 4 30. Va :P:AG L3 1,14 ypipiiiiiiiipii�i� 1111 111�111 1111111�� Double TBalancing COmPanY 7200 East Dry Creek Road; Suite F-207 Centennial, C 80112-2569 TCtTa 995 26b 991 .. y ... w, y ^ t. tedoymw # tj no t v w vokgoft it SOWW" WIWffl ITO/ Loo*d S90t# X0IlZMdLSN0 31'VIS NIVINflOW C09106LEOE Ct:DT ZT0Z'5Z*AVW —t ; 640 d} ;�MARK5, 'S apeed 4ixoct dxive tan, no access t volume darupors- MOOMMMUMM sic READING$ PY: Dan Paques 1 READING$ By� Dan Pogue$ 001 1 u0m: IP � �N TRS 08-2 TEST oATE 05/23/2012 TEST OATF- 05/23/2012 PAGP 7 f 7200 East Dry Creek rr Centenni • +' r • FAN TEST REPORT - I 7M TTO/ Tto*d 590t# NOI10f1ldISNOO SILVIS XIVINfllOW EOST06LEOE Tt:tT ZTOZ*tZ*AYW Wheat Ridge Fire Protection District P.O. Box 507 - 3880 Upham Street - Wheat Ridge, Colorado 80034-0507 303-403-5900 - 303-940-0350 Fax - www,wrfire,org Application Date: Narne: Agent: Address: _ E __EL& Business. !,r r 4 A � -4 " Contact. -- 7 Ptione: '1% Phone I attest the above information to be accurate. I have received and reviewed the Inspection Compliance and the Fee Schedule, This permit is the property of the Wheat Ridge Fire Protection District and is issued subject to conditions contained herein. Upon any failure or any condition including failure of clearance of any permit paymerit,71`44 ermit is subJect to immediate revocation and the permit must be returned p Wh uon demand to a representative of the eat Ridge Firet , n District Signature of Applicant- INSPECTION BY FIRE PROTECTION DiSTRICT REQUIRED? '- Q�j�S P t th * Dermit in a cons icuou o TYPE OF PERMIT ,Review Mi c,13 sto rri Plans Review E3uildine Plants Special Handlinq or Use Piz Miscellaneous Inspection Fees Demolition Permit E; )e;iiTed't Ian "Reviews 0 Valuation= No, of Misc. 1Ln-q[Le2fi( o. o f t� -== No. of Occurrences= NO s in advance at 303403-5902. Date Paid Am!, Method �1:_ C U) -4 to M M 0 3:0 -4 :E 0 Total Bldg. 0 Alteration L_TOI I�EES Initials New Partial Field Inspections and Dates: Vostatic Tests and Dates: -4 Vie Comments:---4i4414,4.-"-,-.�1--i—A.ILIIL-4-"qm±,,'4-'- 1 41.7 FIRE PROTECTION DISTRICT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF THIS PERMIT. APPROVAL AS SUBMITTED ONDITIONALLY APPROVED ,,(See Comments.) # I f �t` , f ". 2. BY TITL.E, . .... . DATE F 71 TYPE OF 'PERMIT Site Arse ssjLis 12LJEtL-5, j!11rnrtlai) Plan Revision FORMULA (see fee schedule sheet) No, of Sites No of Hours SEES Af ter fter Flours Inspection rs + No, of flours TOTAL X:1 -4 Mato P7aq [ -1�2" Paid -4 LN,i4 tiloct a nijila FINAL APPROVAL -),� 4 it, , , l M HOUGH IN FINAL I — 7 BY TITLE - LL - ATE pe v, C ft"f* MIMED TEST, ADJUST, AND BALANCE REPORT ;e ", v gpl -HVAC--QQN-TRACTQ& Anderson Alr 1 � -- , � '144 tTO/ 100*d 6C6E■ X0110flUSN00 SSIVIS NIVINrION EOST06LEOE LE:LO Z:0Z*9T'AVW PROJECT: 8060' Dr.' Will Tk* 141-itffii[KA Z� A, THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND *AS OBTAINED IN ACCORDANCE'WITH NEBB STANDAR6 PROCEDURES. ANY VARIANCES FROM DESIGN QUANTITIES WHICH EXCEED NESS TOLERANCES ARE NOTED THROUGHOUT THE REPORT, THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB 'PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, BALANCING OF ENVIRONMENTAL SYSTEMS' AND THE PROJECT SPECIFICATIONS, NESS TAB FIRW Double T Balancing Company REGISTRATION NUMBER' 2631 CERTIFIED BY (Air TAB SupeMsor): Th omas Tunink DATE. 05/08/201,2 NESS TAB FIRM: Double T Balancing Company REGISTRATION NUMBER, 2631 CERTIFIED BY (Hydronic TAB Supervisor): Tho T DATE: W08/2012 NESS T ,02-2001 ^Pw is ow ww wom a ss Awr*etf oah a Mwowgo"ww"t nawnuw awtvw towk4ow so* 510/ ZOO'd 6E6E# X0I1:)f 531VIS NIVINr= CO3106LE0£ L£ LO Zt0Z*9T'AVK1 tTO/ UO'd 6E6E# Iiv^IT t2 aPvC SaITIVIS NIViNrlow ECST06LEOS LE:Lo ZToZ18T1A'vw PROJECT 140TES AnD sL"4ARy - ARCTANGUTAR DUCT TRXVSRSz (Z) ATV-3 outside Air ............. REGISTER, GRILLE, DInVSHR 3, i G 1)rPFU REGISTER, ............................... I GRILLR DIrFVSER - 6i EF-1 Exha Ai I I'', XMF Exhaust Air ............... 11 1 ........... ........... ........... ................. ........ 'PAR - W Exhaust Afr ........... ...... ........... I ....... 9�1 tTO/ UO'd 6E6E# Iiv^IT t2 aPvC SaITIVIS NIViNrlow ECST06LEOS LE:Lo ZToZ18T1A'vw M k rlil t.ilms Double TRalancing Company 7200 E Dry CreekRd - E207 Centennial, Colorado 80112-2569 i =* « »: i i j a 2 i t W3I 7 M T, Tr r- r.- 7A PM - =77 "�';�'vi "ITS tTO/ too*d 6c6E# N0113MISNOO sew IS NIVINMW EOST06LEOE LF:LO ISYSTEM $Apply ^.ir - I smVICF- REMARKS s Y TEST DATE� 05/07/20j2 READINGS UY, Tony Short X P " tTO/ SOO'd 6C6E# K011IXYGM0 531VIS NIVINPION COST06LEOE LE:LO ZT0Z*9T'AYW �� a r • �� II IMIV rN NAMEKATE VOLTAGE L- --- � AMPERE$ 11 L VOLTAGE ACTUAL AMPERES SHEAVE DIAMETER SHEAVE WRE UIAIMETER CENTER DISTANCE ACTUAL • P4 • - - - - - - - - - - - - - ,97 REMARKS s Y TEST DATE� 05/07/20j2 READINGS UY, Tony Short X P " tTO/ SOO'd 6C6E# K011IXYGM0 531VIS NIVINPION COST06LEOE LE:LO ZT0Z*9T'AYW Double TBalancing Company 7200 ek Rd - E207 Centennial, Colorado 80112-2.569 -, I DATE; 0ii0712012 ' t'EADINGS BY, Tony sh6rt Kepw ft OW wam O"M Ar & SMbn*&eA wAft 4w WOWNPO4ft Woo owvftffw *M Asww w1a a Owbov PwAwwovow #44wra amw CMA*b# SW i tTo/ 900 ec6c# N01,11"MUSNOO S3LVLS NIVLNnOW COST06LEOE LE:LO ZTOZ'ST'A'VK f ' T Balancing Compa 7200,.EDr reek yC ' / Centennial, Colorado 80112-2-569 t mill s r SYSTEM TERMINAL B LOCATION MANUFACTURER TEST INlj'7RUMf-:Ni r « rr +3.w � sar ma raaau a�vawaa N", C M N. w N !&rot d 1 j k t i s V10/ Loo*d 6E6E# NoilondisNOD 531vis NIVINICION SOST06LEOE 9E :L0 ZTOZ *gT *A'VN LOCA TION REGISTER, GRILLE, OIFFUSER D16SION PRELIMINARY FINAL OR ADOREW NUMBER TYPF SfZE FLOW FLOW F:-OW +}6 . ,e . 225 '260' 230' '162', 2 ' 2 CD 90, 155 235 160 103.2 ' 3 CD 8,t 145 255 145 � 100.0 4 CP 155 230 170 103.0 1.0 a,. 45$ 250 210 48 .2 5 C 10 26S 190 270 101.9 7 ..... 0" 255 295 .. ,. 240 98.1 8 CD #" ... <.... . 195 160 200 102.6 CIO 10 260 230 250 9612 .' 10 CD $ .. 205 180 19 .. 95.1 11 .. CD ...._,... 8 120 155 115 95 .9 12 _... 8" 110 a 1:40 ,.....» a ,, 215 ._ 104.5 " 1.3 , CD all 135 160 125 92. 14 145 220 1 1 0 95.6 25 CIO gaa 150 265 150 100.0 2995 3495 2735 TOTAL +3.w � sar ma raaau a�vawaa N", C M N. w N !&rot d 1 j k t i s V10/ Loo*d 6E6E# NoilondisNOD 531vis NIVINICION SOST06LEOE 9E :L0 ZTOZ *gT *A'VN Double TBalancing Company .s / Centennial, Colorado 80112-2569 ip # f { I � 5Toj 900 6E6E# NC3ILof1usNco saliV 5 NIVILN 0W EOST06LEOE 9E >Lb ?10Z"21 *7 N, IMLUDIE" 4� VNIT SYSTEM LOCATION 6ERVICE NMI V. MAKE SHV80RE ��. IE SHV, DiAM, CtNrF-R DIST, BELT MAKE 0 BELT$ BEL, SIZE MOTOR DATA athou 1 FRAME POVWR By 0.25 FRAME POWER 4 SER, FACTOR R SEW FACTOR RPM ��MEPLATE AGE UNIT DAtA 1 MAKE Greenhock MODEL TC--097-A-x SERIAL 12784203 VNIT SYSTEM LOCATION 6ERVICE NMI V. MAKE SHV80RE ��. IE SHV, DiAM, CtNrF-R DIST, BELT MAKE 0 BELT$ BEL, SIZE MOTOR DATA athou 1 FRAME POVWR By 0.25 FRAME POWER 4 SER, FACTOR R SEW FACTOR RPM ��MEPLATE AGE Double TBalancing Company 72oo E L)�y creek Rd - E2o! , Centennial, Colorado 80112-2569 "JE ' ' "" "X 8060 or. * X111 Tr V T: UNIt SYSTEM fthaust Air MINAL"BOX LOCArION U ACTU ER TESL' INSTRUMENT rww ROOD LOCATION REGISTER, GRILLE, DIFFUSER MIGN PRELIMINARY FINAL OR ADDR2SS NUMBER TYPE W8 FLOW FLOW FLOW 6 EG S511 50 as 2 as los so 94.1 3 E a 95 7 - 94.1 4 RG 6n so 55 so 1Cat -0 REMARKS: t3 Q01 UOM.', TP PAG e TEST DATE: 6,5/07/2012 READINGS BY- Irony $hovt I'll-11111- 1 SZXVIS SOST06LEOE 9Z:L0 ZT0Z*81*;�VW N :31i 0 �! ♦ rxr . l RT4 A A IT4 7 1' UNIT DATA .. ....... . . ,... .......,_..... ...,., .. . I E UNIT DATA REAOINGS BY; NEW IRS o l» l i • l ! l M C 05/07/2012 C rawraaE w r : a 0 awmw win ** w a WO J M< i * Wft Omew twftmo SW i tTo/ ZLC °6 6CEE# NOIlDn'dISNOO S31VIS NIVIMOW E STHLM 9E *LO ZTOZ'6T *7"VK UNIT SYSTEM • M I LO A TION SERVtCE UNIT DATA .. ....... . . ,... .......,_..... ...,., .. . I E UNIT DATA REAOINGS BY; NEW IRS o l» l i • l ! l M C 05/07/2012 C rawraaE w r : a 0 awmw win ** w a WO J M< i * Wft Omew twftmo SW i tTo/ ZLC °6 6CEE# NOIlDn'dISNOO S31VIS NIVIMOW E STHLM 9E *LO ZTOZ'6T *7"VK ## Bala Centennial, Colorado 80,112-2569 ti l'. - 21it*Mt';#.�3rzm =*Ss_M:i:... 3 tTo/ £CG "d ec6c# NOI!3a*d!SXO3 53LVLS NIVrLlnQW OSI06Lw0E 9£•LO ?TO? *9t`A"VW „dd Zia I T-721 �= SM660 7 Rydtonic Manom Rotating vane RVA+ Ivoloo-ity # # M 345 d.. # + 971107696 M. # .. M # # # d a d M # M M Suaidity d M M 11 d ill-/ 08 / 2012 # ### Q 31 060 6 4 M d M fi: d M 1 Air Foil 36" FT36 O 05 3 tTo/ £CG "d ec6c# NOI!3a*d!SXO3 53LVLS NIVrLlnQW OSI06Lw0E 9£•LO ?TO? *9t`A"VW PROJECT, 8060 Dr. Will 2F � DESCM TON A,ic _ .... . - ,... R lit stem An Air Handling Unit . ®.. NZ SYMBOL R1PTM Sorts kitchen Ro RN CD Blower Coil Hra ke Novae Po Col-ling Diffuser LD LtAoar Diffuser . , e up air Uni . I � .. � � � _ t mu ltiso ne qu 4 is �� CVM CRAC n 3 .. Cubic root per M.i.nute conputer a* 081 Air Conditioner C&blnet Unit Rooter - Electric Cabit0t, Vftit Heater Gas ava ,Forative Cooler _ _ ,,...,..._»,.,., . .. ` duxli _ ma Nadrr3.inea glove � K* . ...� Not Given � Dior In Contract MR NA NA NIC as tl E (M) a i31 IQ -- nougat ran Large Exhaust r an Exhaust ran - Small Rxha Grill* 2 R . � Pounds Fo S qu a re ,T Return ran or Relief pan t **turn Grille Relief good RIM VIRV FPVAV rt Electric Reatinj Element ,. ..� Energy Itocovery unit ran Ccu.9.l unit �. Fuels Rood .et Per minute Pan POW Ore d Variable Air Vol um Feet R1"t7 S? Root Top Unit supp Van 'Su p p ly Register special Sidowall Grille Tranaftr ran � �... Tr*f 2r^artt+a TV TR rrlY Ft Hd OR {'ate RP RX Fact of Read' Gas at _ m.� 04 110 00 Per Minot* Elest Pump Rest Exchanger I R-q UV-w VAV Unit Hea ter - olectxic S Unit Wootear -. gas f eau3t a heating Ovate Wriablo Air Volume up l H Power WI City of Sul in e p ication 10050 W. 41st Ave. Wheat Ridge, CO 80033 Jos Ofiatt"W (OWNER) ICONTRWTOR) fcwvTk* m 11 V"-. WRATIP any new wall signs. You will also need to create a site plan and a detail sheet • the signage. ProjectAddress 10050W.41stAye — Contractor Broomfield Rinn Co You are allowed I square foot • signage for every I linear foot of wall to which you are Mttaching a sign. Stop 1: Measure the length of the wall(s) where you are attaching the sign wall I - 90 feet Wall 2 - 60' feet Wall 3 - feet E�� 1 1 1 , 11 ' FIRM! 1, 1 11 1 � REIII !! I • III'F-Ij=jU&*QgW MR35 MM ___,aO square feet 60 _ square feet square feet WA Broomfield Sign Company, Inc 6970 W 11 6th Ave,, Ste, C Broomfield, CO, 80020 USA pamIlIns Phone: (303)-464-064 0608 www,bscsigns,com office@bscsigns,com Phone: (303) 464-0644 Fax: Email m2m 4/4/2012 001487 5/412012 Due On Receipt Description 2 Custom design of sign age for Medical building $95.00 $190,00 Incl. surveys, concepts, revisions 1 Apply to obtain Permit from City and County Authorities. Minimum Charge of $250,00 $250.00 $250. 1 suggest we pull permit for future signage (Pedodontics/Orthodontics) to indicate that additional signs will be done in the future and make sure we have suitable space for future signs, 1 The sets of Pan Channel letters as shown in Drawing #4 040412 $9,28500 $9,285.00 Periodontics, West Denver Professional Building 10500 and Endodonfics 1 Install (Elliott crane truck) 2 men Heavy Equipment $3,195,00 $3,195.00 Install letters as per drawing #4 040412 Incl, all hardware, transformers and wiring to UUNEC Code) Any inspection doors/hatches/covers to service signs could be extra (inside building) 1 Final electrical hook up preformed by a licensed electrician, $0.00 $0.00 To be contracted with your GC's Electrician on site (saves cost by using on-site electrician) We recommend installing a time-clock so signs come on and go off at same time. I Permit Fees AT COST MOO MOO ***This will be applied to the invoice after permit has been issued*** I Warranty: Broomfield Sign Company warrants signs for one (1) year, Includes $0.00 $0,00 travel, parts and labor. 50% DEK)SITTO START, balance due ON DAY OF lNs'rALLAT10 You are ordenng a custorn made product, No changes after accepting this bid, No cancellations and No refunds, All signs & materials retrain prolvily of BSC SIGNS, unfil paid in full and are subject to repossession for non payment, Buyer to pay for repossession/rernowd and re-installation costs. Any written warranty offired by BSC Signs, skald be void if balance is overdue, If product is warranted, No warranty services will treperharracdon past due accounts. Pam due amounts are be subject to a service charge of 1!o% per trunith from tire invoice (late BSC Signs shall be enfideJ to recover all costs of collection, including court costs & attorney fises. T he buyer is responsible for all damages, & costs incurred by B SC' Supis resulting firarn unknown conditions or hazards. BSC Signs shah not ia, liable for any consequential loss or damages of any nature arising front performance ofthis contract and is burned to tire contract bid faice. AUTHORIZED SIGNATURE BILLTO: SITE LOCATION: WESTDEN001 West Denver Professional Building Dr, Joseph Will, DDS 10050 W. 4 1 st Ave,, West Denver Professional Building Wheat Ridge, CO 80033 USA 10050 W, 41St Ave,, Wheat Ridge, CO 80033 USA A NA. AUTHORIZED SIGNATURE BILLTO: SITE LOCATION: WESTDEN001 West Denver Professional Building Dr, Joseph Will, DDS 10050 W. 4 1 st Ave,, West Denver Professional Building Wheat Ridge, CO 80033 USA 10050 W, 41St Ave,, Wheat Ridge, CO 80033 USA .... ...... ou ti tt Sign Size: 15" x 120" = 12.50sqft m M-01,117mm . . ... ... . ... K ............... LEI LM . .. . ..... 0 Sign Size: West Denver 16" x 132" = 14.66sqft Professional Building 16" x 210' = 23,33sqft Overall Sign Size: 40.00sqft + 12.50sqft + 14.66sqft + 23.33sqft + 13.13scift = 103.62sqft E t • e 1 0 .. l t u1 �s�u1y. 60"M t fit 1�v�1 uk t � � r � 1 c n t" ktt� t t t 1 +�" fi "$ a rot 3 a !1ualuM 1 f t � a IFAMS ai * ft Ar jWftk AW Is tt Oft b %mot City of rA Wh6atBid ie- � �g �CCnAMITY DEVELOPMENT dome . CI Property Address: WI-()u4 Property Owner (please print): W d Phone: - 9 e e- 3 1 11 1 4 11 [ 1, 73 : Z' A A a re- to I License Phone: Electrical: Plumbing: Mechanical: City License # MMUE=.. .tescritpuen ut wom. Contra Value: Koi ldt'-A $ Gfort Squares BTUs - Gallons - Amps I F Review Fee (due at time of submittal) 70 CIRCLEONE.- (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENt 2 MV, (OWNER) (CONTRACTOR) C e SIGNATURE: DATE: PRINT NAME: tow 7�w Project r General Contractor: Electrical Contractor P lumbin g Co Company Name: Phone #: State Wheat Ridge i I Mechanical Contractor I Date Mus application must be signed by each sub-contractor confirming the saute. '114 .41 City of v v h6 at COMWMUNiTy DEVELOPMENT SU B -CONTRACTOR " ' ' • 'ect Address: • s � i • Electric Contracto State License #: Master #: 4riv Phone #: State License #-.— 769 Master #: 195494 Wheat Ridge License #: 060090 03; /0 /20 Da P Contract Mechanical i C omp an y a Wheat Ri dge � ina u+ . p rized Agent Date 'This application must be signed by each sub- contrattor confirming the same. e City of ��Wh6atpj,d 4e COAMUNITY DEVELOPMENT .,g • 11111 � iII I III III if 1 L ' 11 t Date: Plan # Permit # t,0 Prop" Address: Property Owner (please print): Phone: [IM1157 V-) 0 "1- M :1107 i�� Electrical: ME= vro 1z- elAo VY EMU= Squares BTU's Gallons _Amps_ Sq F0 lizz-, CIRCLE' ONF (OWNER (CONTRACTOR) gr (A UTHORIZEDRI SIGNATURE: ER _1N T N A M E: D TIVE) of (09-7VER) (CONTRACTOR) DATE: Mechanical: City License # -SP dgVa 11 Siluation:$ «, « • Al aW Penn *" General Contract V1,Wk lU 116(Z4 Electrical rr f 1 :.� .w1► Plumbin State License #: Master #: Um Co ntractor State License K Wh Ion #: Master #: Date Mechanical C ontracto r r P hone: Wheat Ridge License #: 1 1'87 / _ P , .�Jgnature of A Ag h 0 *This application must be signed by each sub- contractor confirming the same. i� a Contract Electrical k � mm 3 Date Plum bing Contractor Company Name: & State License M Master M Wheat Ri Contract Signature of Authorized Agent Date Mechanical C ompany ! + t ar Wheat Ridge License s 4 1 Master #: r ♦� .� Project Address'—/ • General, Contractor: UPtIsITIAU Electrical Contractor State License #: Master #: HM Plumbing Contractor Company Name: Phone : State License : Master #: Wheat Ridge License #:I, 11 €. __ __ am Mechanical Contractor Company Name: 11 2 'hone: , _ a Wheat Ridge License a r. OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cenity that the setback distancts pmposW by this ftentot application are accurate and do not violate applicable ordinances, �11 City of Wh6 4 ::XLI COMMUNiTYDEWLOPMENT 4 I?e , Electrical Contractor Company Name: C1 VJ-M State License #: Master Signature of Authorized Agent IM Plumbing Contractor _- �Company -.__-_ ~__~~~ .. �� ~ / �. ~~-_._ _~._~~^~- . . �."=�~~" '^^ Wheat Ridge License #: *This application must be signed by each sub-contractor confirming the same. 1. t 4 If I ONN'NER/CONTRACTOR SIGNATURE, OF UNDERSTANDING AND AGREEMENT 11 FIRE w " P 4, am teview Bldg Valuation: __. __. _,, ,,. .........._...,.,.. 3 237 8929 309 Beet' Way ......__.. ...... 002/002 INSPECTION RECORD OGDUganDV /TVDe ° INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the buliding sitp Call by 3:00 PM to receive inspection the following business d.ay. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: __...... Footings /Caissons — ^ -�" - -• - - -- - _ Stemwall / (CEG) Concrete Encased Ground Framing Reinforcing or Monolithic 942 API cdha Insulation We atherproof / French brain - - Hark Drocic Sewer Service Lines Water Service L ines - •- � .._ i_n...r.m �u.,rir -• � -- tlunvE Hee$EEN SIGNED,'' - --- - --- CONCRETE SLAB FLOOR Electrical (Underground) ROUGHS Sheathing --- -- -- Lath /Wall do Ele ctrical Servi Rouqh Electric Gas PROTECT THIS CARD FROM THE WEATHER 69/69 35F)d CI7 J1H 3NI ZAT4.Z6Z69£ 6T. : GOOZ/9E/9T ftouph Mechanical To Y ': — ^ -�" - -• ADOVE INSPEGTIDNS TO aE SIGNL'D PRrOx . CITY OF WHEAT RIDGE Framing 942 API cdha Insulation - - Hark Drocic Drywall Screw . � �- MOURT 584.30 ^ BD &P Replace .12.5 ton rDO D P W R lack to ' FINALS Permit fee 298 30 234 00 Electrical WE Tax Plumbing j - PAYHENT RECEIVED AHD ' NRT' 524, 30. Mechanical l I V.9......3052 ` —J Auth Cade; . D3D487,...., . _..... -- -' - • 524 36 Building Final Fire Depa rtment ..........._.--- "- - °---- --- ...---- -.._...._.. INSPECTIONS FOR PLANNING & Z.ONING, RKE: ANO PUBpCE WORKS TO FINAL INSPEGTIONu. R,Q,W & D ralnep0 SHOULD BE CALLED AT LEAST ONE WEEK PRIOR Parking & Landscaping BY Pl- ANNING AND ZONING BUILDING AND PUBLIC WORKS BEFORE A "'NOTE: ALL I TEMS L1US BE COMPLETED AND APPROVED rSTITU7r AUTFIQRIZAYION B CERTIFICATE OF OCCUPANCY I SSUED.CAT LINSPE ISS ON FOR OCDGUPANCYCOr . NCY NOR tl _. _ - -- .... —, u� 0n[ lrCll PROTECT THIS CARD FROM THE WEATHER 69/69 35F)d CI7 J1H 3NI ZAT4.Z6Z69£ 6T. : GOOZ/9E/9T kCV v +L:~ ate.. e.,v...,°3.c-ayyau ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:t r r! i rr , 2 1 r, 7 a L_ Job Address: ~c~ r r'r Permit Number: „ ) 1 A P 3A ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, call for re-inspection at 303-234-5933 k; Date l<> . L.- Inspector: t~c.rr ~:f o DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 11 d ! r •~R~`G"l Job Address: 5-d u° Js f O s. s~4_ Permit Number: ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yeses' When corrections have been made, call for re~-inspection at 303-234-5933 Date: I Inspector: kA) 1 DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE f, Inspection Type: r r Job Address: fll~:.5 T) /,_J y / r" Permit Number: 35 z/ r G? a-r~~2 ,.~r~, r l ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: A 61 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Faxed Mech.: Per PERMIT - 093571 PERMIT NO: 093571 <ISSUED:; 10/22/2009 70B ADDRESS: 10050 W 41ST AVE SEXPIRES: 04/20/2010 DESCRIPTION:. Replace 12.5 ton roof :top A/Cunit due to storm damage ***.CONTACTS owner 303/995-4111 Jerry Caruso sub 303/295-3636 01-8918 Skyline Htg.'A/C & Sheet Metal sub 303/430-7200 Robert Grassia 01-8310 Choice Electric Corp. PARCEL INFO ZONE CODE: UA `USE: UA SUBDIVISION:' 0202' rBLOCK/LOT#: 0/: FEE SUMMARY ESTIMATED PROJECT VALUATION: 13,000.00 FEES Permit Fee 290.30 Total Valuation .00 Use Tax 234.00 TOTAL 524.30 Conditions: Both front and back of permit need to be posted on job site. If one or the other is not present, INSPECTION WILL NOT BE PERFORMED. Subject to field inspections. 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; thatI 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 j(I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans (subject to field inspection. Signature of contractor/owner 'date This na,it :was issncA in arrnrAanra wihh t•hc nvicinnc -t f-i-h` in vnnr annliratinn nn,l is m,hiarY i-n Yhs `laws of the INSPECTION RECORD OccupancvlTVpe INSPECTION LINE: (303) 234-5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATI N NS DATE DATE INSPECTOR INITIALS COMMENTS: Footings/C = Stemwa ll / te Encased G Reinforcing Weatherprorain Sewer Serv Water Service Lines YOUR NO UONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO N OT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall tie - Mid-Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical - ABOVE INSPECTIONS TO BE SIGNED PRIOR TO r Framing OF NHEAT RIDGE CITY Insulation _ 10/30/09 9:42 AM cdba Drywall Screw Mark Brock RECEIPT NO:CDA083042 AMOUNT FINALS BPSP Replace 12.5 ton roo 524.30 893571 - Electrical Permit Fee 290.30 Plumbing Use Tax -234.80 Mechanical - PAYMENT RECEIVED AMOUNT U9 _ 3052 524.30 Roof puth Code: Building Final - 030487 TOTAL 524.30 Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 1* ~Ai City of `f '~7~T heat d~ Cate: MUNtTY DEVE101'MENT-ermrr#.~~~. Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-2352855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Property Address: Q7l ~ . -i Property Owner (please print): E SI i Phone: 303-- 2125-Y11 I Mailing Address: (if different than property ddress) Address: City, State, Zip; Contractor. Use of space (description):1;?rt f DescriptYon of work: BTU's Iction Value:,.,` ~7 ?r- Plan Review (due at time ofsubmdt&Q:Y 5 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the Setback distances pproposed 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 stlown, and allegations made are accurate; that I have read and a®rea to abide by all conditions printed on this application and that I assume full resFondbillty for Compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inapectlon- CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESS 70JIVE cf (OWIORR (CONTRAATOR) PRINT NAME: ZONING COMMENTS: Zoning: Reviewer. PU13UG WORKS COMMENTS: Reviewer. SIGNATURE: DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: Reviewer. FIRE DEPAARTMENT:. 0 approved vd comments ❑ disapproved 0 no review required Credit Card Payment: Use credit card listed on file. Date: Print name: Signature: Date OCCUPANCY: Badg Val"400: ZO/10 39Vd OV 91H 3NI-IAAS L9TVZ6ZE06 89:60 6002/ZZ/0S ContractorUcemer' OiRc a (j Phone: -a 03 - 4~z LfJ__-1: (69.~(/-? ~FW4E4Tq City of Wheat Ridge °otoRao° Commercial Sign PERMIT - 080138 PERMIT NO: 080138 ISSUED: 02/14/2008 JOB ADDRESS: 10050 41ST AV EXPIRES: DESCRIPTION: new wall sign and recover existing awning CONTACTS . gc303/399-3334 Keith Hurley 01-9226 Ad Light & Sign Co. owner CARUSO FAMILY PARTNERSHIP sub 303/424-9733 John Basil 01-8765 Basil Electric PARCEL INFO ZONE CODE: RC USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,400.00 FEES Permit Fee . 162.90 Plan Review Fee 105.89 Total Valuation .00 Use Tax . 97.20 TOTAL 365.99 . Conditions: MR: R-C 2/12./08 ELECTRICAL MUST MEET 2005 NEC SUBJECT TO FIELDINSPECTIONS I hereby certify that the setback distances pxoposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the wheat Ridge Building Code (I.H.C) and all otherapplicab,l,, ~ Wheat Ridg,. Ordinan~6s,/~for work under.this pesmiL Plans subject to field inspection ' , i of 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 Aegulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the auilding 0£Eicial. 3. If this permit expires, a new permit may be acquired for a fee of one-hal£ the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or.abandonment has not exceeded one (1) year. If changes have been or i£ suspension or abandonment exceeds one (1) year, £ull fees shall be paid for a new permit. . 4. No work of any manner shall be done that wi11 change the natural flow of water causing a drainage problem. 5. COntractor shall notify the Building Inspector twenty-four (24) hours in advance £or all inspections and shall receive written approval on inspection card be£ore proceeding with successive phases of tne 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. A11 plan review is subject tg fi/21d inspections. Signature of aa[e INSPECTION REQUESTr;fLINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PMANY BUSINESS DAY FOR INSPECTION THEFOLLOWING BUSINESS DAY. o~~►~s City of Wheat Ridge Building Division Date: 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Plan#:b6"'OnT7 ~o o~POO InspeCtion Line: 303-234-5933 permit#: Building Permit Application Property Address: iQQ -~jQ i~) 4tS} /-Yv-c Property Owner (please print):~~,r t-aimj~ 'PQy-tqPr~ki f~ u,l,P Phone: Mailing Address: (if different than properry address) Address 44 11, kvLI ~o i City State Zip: ~~dC~fj, CO W6263 Contractor: krA L4`'1~ t J1C1n Contractor License 0 1 S Z(o Phone: 3qq - 333~ Sub Contractors: Electrical Cit License Plumbing City License Mechanical City License Company: &A"~) L Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): (~e ~0.1 I Goris~ien value: 8`-~ Description of work• 'Ow` "]AgieJh (as ralculated per the Building Valuation Data sheet) -l-o v-2QA OA,Y L15p b{-r.kwS pyt a -ckCOVkr Plan Review (due at time o(su6mittal): $ ..Q,1Cl Sk~r,) RUJvI ~ viA J Sq. R./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify lhal the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenanls, easements or restnctions of record; lhat all measurements shown, antl 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 Builtling Code (I.B.C) and all olher applirable Wheat Ridge Ordinances, for work under this permit. Plans subjed to fie inspection. CIRLCEONE:: (OWNER (CONTRACTO ) or PERSONALREPRESNTATIVEof(OWNER) CONTRATOR) PRINTNAME: v l SIGNATURE:(~~~L`,w`l ~Date: 2~ a J` ZONING COMMEMS: Zoning: ~ " ,a$ Reviewec PUBLIC WORKS COMMENTS: . Reviewer. . . BUILDINGDEPARTMENTCOMMEMS Reviewer. DEPARTMENT USE ONLY OCCUPANCY: FIRE DEPARTMENT:: 0 approVed w/ Comments ❑ diSBppfOVOd ❑ n0 2View feqUlfed Wall Siqn Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 10050 W 415f Ave Contractor: Ad Liqht + Sign You are aliowed 1 square foot ofsignage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1- 59 feet Wall 2- 86 feet Wall 3- feet Step 2: The length of the wall is the allowable square footage for the wali sign. Wall 1 allowable signage- 59 square feet Wall 2 allowable signage- 81o square feet Wall 3 allowable signage- square feet Site Plan m v J r ~ a. sx . . . 0 0 .O-,E .0-,b F ~ .y ~ ~ ~f w Z m ~ 1JJ Z m Q U J J ~ ~ i1J Q Z ~ :D ~ J )z W Z Z ~ W > W ~ ~ Z e W ~ Q ~ ~ ~ i~ N ~ ~ U ~ L S ~ S ~ ~ O ~ 0 3 ~ > ~ ~ ~ ~ u 0 U O ~ ln U } Z LL ~ ~ ~ ~ ~ Q W Q > m ~=z o J p ~ J ~ [n Z Q ~ ~ tl~ J O N F- Z W > = m F- ~ l~ O~ Z v ~ O W ~ ~ Z~ U U W Q ~ Q W c(~ tn c0 w O N :2~ o o Q l~ ¢ ¢ S) ~ oc , ~O ~ N p p o~ W~ Q ~ LL W S G Z~ ln m Z W G~ ~ C\l ~ N . Q c~ OC n J FN O Z O Z~ Z m ~ z m S n N Q Q ~ ~ connexion creative BUILDING EXTERIOR: Suggested Additions 1.AW NING - Create logo awning for a more distinctive entryway. oV, l ~ ; ~2CC~~rj-G ( jv~~~ G~.~/.~Upny1, A4 CAfZUSO 2 KITCHENS ~4(Sl DENVC2 mLvl t[on - 1,~0T 8434 D ehzad< 'anchRd.,MOrn: 080465 ph(303)716070S fx(303)697-8867 www.ConnexlonGeative.mm , wHEarR'o ~ m City of Wheat Ridge - Building Permit Submittal List c~GORP~~ . . . . . The following items are required for the minor building permit submittal for the property located at 10050 W 415t Ave . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. Minor permit is defined as: fence installation, signage, decks or covered patios, concrete work in excess of 500 square feet, sheds, garages and over the counter permits. You do not need to submit a site plan with over the counter permits. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: PLANS: ' ❑ One (1) site plan Contents of plans detailed in the minor permits handout , ❑ One (1) Elevations/details page DACUMENTATI9N: - ❑ One (1) completed building permit application ~ I ❑ One (1) property deed ~ ❑ One (1) building permit submittal iist Call the inspectionline before 3 p.m: for a next working-day inspection City of Wheat Ridge Community_Development Department 7500 W. 291" Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 PlanningDivision - 303.235.2846 Inspection line - 303.234.5933 " www. ci. wheatndqe: co us I COMMUNITY DEVELOPMENT DEPARTMENI'- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION. NOTICE Inspection Type: Job Address/Permit Number:/MSg,(L.) ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes 6-0/ When corrections have been made, call for re-inspection at 303-234-5933 Date: k Inspector: J ~ DO NOT REMOVE THIS NOTICE ~ , October 27, 1998 Mr. Dave Roberts Fire Maishal Wheat Ridge Fire Protection District 3880 Upham Street Wheat Ridge, CO 80033 Deaz Mr. Roberts: Please be advised that Caruso Kitchen Designs does not store, use, or have any intentions of using any flammabie materials at ourX0050 W: 41MAdenue location. If any refuushing touchup is needed, it would be completed at each job site. We have no intentions of ever fabricating or refinishing at this location or any other Caruso Kitchen Designs location. Please call if you have any questions. Tliank you Sincerely, CARUSO KTT DESIGNS, INC. 7 C o esi t cc: Robert Zazlengo, CPA K&P Froperkies Darin Morgan Codes Administration City of Wheat Ridge 10050 W.41st Avenue ( 41st & Kipling) ■ Wheat Ridge,.Colorado 80033 ■(303) 432-9131 ■ Fax (303) 432-9033 0 ct-) 13 SPRINKLER SYSTEM PRESSURE TEST ~ j] FIRE MAIN PRESSiJRE TEST L7 HOOD & DUCT SUPPRESSION SYSTEM TEST Q FIRE ALAFtM SYSTEM ACCEPTANCE TEST A OTHER :L<,-~✓Vt+ra tz FFCa..✓u.,.~«Sfu.. ~~vL-~ T-~~~ 1~i,o~i'GTr~sG~ ' LOCAT I ON : DATE:_~--[ 7' REQUESTED BY: CONDUCTED BY: SYSTEM PASSED ~ FAILED II COMMENTS: &lj~7 05~7 Q1L•.V La~~ SIGNED: ~~/A~2~ uaiariaa 'iur: ir:zr raA sus 166 aasa rnaivanv riiimn,v FRANSENFp PITTMAN G E N E R A L C O N T. Fi A C T O R.S 4091 South Eliot Street • Englewood• Col°rado 80110 . Telephone 3031783-3900 , Fau303/783-3939 ~ FACSIMILE TRANSMITTAL SHEET COMPANY: . ~ ~ fltOM: DATE: FAX NUMBER: -n.tL_~ C) INCLUDING COVEK: . ~ URGENT ❑ FOR REVIEW ❑PLEASE'COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMb1EN1"5: ye a . . n . _ . : . . . . . Y&W /e ~ rHnNF MIMHER.' f1UW$EN PITIhtAN JOB NUMEER uxi11iaa tuh 1i:z1 rae sus raa sysa rrc~vZrnrv riiimnv Co~tractor's Material and Test Certificate for Private Fire Service Mains ~ ' v~.ucauunt upon conwleuon ar wax. insoecfiw, and lests snau ea maae ey the wntractors reoresenieGve ena wanessed W an oaners foro rnnnnclofs personnel IMelly leave iOb. i O ~ a~ ce a reprasentative. All delects shall be wrtecied end syslem Iafi in sarv nreE br 9pWahn9 auft~s, ll D t e prep w A caniflcale shell0e 10leE aul and sqrred by Dom reDresen~aWes. Capes s E the owners represemelNe's signalure in m way prejudices arry Gelm egeirat mntractor lor laulry material, pow contracloc It is mWerstoa workmensnp. or hihua to <ompry wilh nppndn9 amhorilys requiramenis or laral a'Olnenees. DA~~ PROPEFN NAME L PROPEFiT'ADOFESS a <7 A CCEPTED BYAPPFOVING AUTF70PoTIES (NAMES) 4-, e7Ur i A DORESS PLANS I ~ VES O NO NS7ALlAT10N CONFORMSTOACCEFTEDPLAtJS ~ YES O NO EQUIPMENT USED IS APPflOVEO I F NO, STATE DEVIATIONS Q O HAS PERSON IN CHAPGE OF FIHE EQUIPMEM BEEN INSUCTEDAS O YES N TO LOCATION OF CONTROL VAlVES AND CAREAND MAINTENANCE . Of THIS NEW E4UIPMEN77 IF NO, EXPIAIN INSTRUCTIONS ~ YES ❑ NO HAVE COPIES OF APPROPRIATE INSTRUCTIONS ANO CARE AND MAINTENANCE CHARTS BEEN IEFT ON PREMISE57 . 1F.NO.E%PlA1N . LOCA710N SUPPUES BUILDINGS ONG . . ~O Z ~~~~di~ ✓ /a~ SU T ' PIPENPE~ DCLA532 YPE JOINT o, p.. A-jE 1y 6 f L /A . . - rr ~ PIPECONFORMSTO n/F/~jQ' G,-3-- STANDARD -y ~YES C] NO yEg STANDARD Q-NO FIMNGS CONfOFlM TO - PIPES AND JOINTS IF NO, IXPL41N - BUFiIED JOINTS NEEDING ANCHORAGE CIAMPED, STFiAPPED, OR BLOCXED IN YES ONO. ACCOPOANCE WIiH . . . STANDARO . . IF NO. EXPLAIN . . : / I~✓L~•~/ FLUSHING; Flow the iequired rate uot9 wafer is cleer as in6cated Dy no collenWn ol fa9qn majerial In buda0 uags al n 390 GWd (7476 Umin) tor 44nch ppe, 610 GPM tl w oWets such u hytlrenls and MowcNs. FNsh at Ibm not less (2309 Umin) lor 5-o+cn pipe. 880 GPM 13331 Vmin) lor 6-iMh pWS. 15G0 GPM (5905 L/miM 1cr BwKh OiDe• 2440 GPM When suppy cama Drodue stlpulaled e h . pw (92351/irin) for 104nch Doe. eiW 3520 GPM (1.33231/mfn) laf 72dne - pow-rates. o0mm marimum availaDle. HVDFlOSTATIC: Nytlrouetk tesls shaR be made at rwt 1es61hen 200 Psi (13.8 bere) lor iwa Iwurs or 50 psi (3.4 Gers) TEST DESCPoPTION ebme staGC piesswe in axceu of 150 0si (10•3 nus) ta twa heurs. r n bOer gaskele0 pMts shap, H the worlmiarc~P is ~tisfa~o~ e laid wiN N ' E ~ ~ i 9 ew p ry : LEAKAG pective o nl ~es P Pa o tha joints. Tl~a amoum ol IeeMa a et tlre loina anall rat e:ceea 2 qta. Par ht. (1.89 Uh) pe Ca incresseA by t tl oz per in. vaNe Eiemeler par hr. - e ' y e m diameler. The amounl ol ailawehie leakage speclfied aEm (30 mL25 mMh) for each metal sealed vaNe isolatirg the test sectloa (t dry barrel nytlrams are teMed w11h the main adGftlanal 5 02 peI minNe (150 mVmin) leekege is pertrritled la valva open, so the hy0ran45 are under pre5sure, an - aarh h rsnt NEW PIFINGFIUSHEDACCORDING?O NA14_z_4_' STANDARD YES ONO BY (COMPANY) H IF NO. EXPUIN 7NRWGN WMAT NPE OPENING 1ipW FtUSHING FLOW WAS OBTAINED T BUTT OPEN PIPE PLUSHING (~jpUBLiC WATEA -❑TANK OR RESERVOIH ❑PIRE PUMP O HYDRAPI TE5T5 - T - NO LEAO-INSFLUSHEOACCOROINGTO - - SfANDnnD ❑ Y_-+ ~ BY(COMPAN`n ; . . - ~ IFNO.EXOlA1N . . THROUGH WNAT T'PE OPENING HOW FLUSMING FLOW WAS OBTAINED - - ❑PUBLIC WA7ER QTANK OR PESERVOIR OFIRE PUMP ~ 6 SPIGOT O FIANGE ~OPEN FIPE 08/17/`J`J '1'UN: 17:28 N'AA 3U3 763 3`J3'J r1tA1VJCN Y1'1'1'NAIV lLw ~est 4,.R a o o p s ~ ~L-k.u c~6- .,.~--4.s~~~ s-i~-vs AILNEW PIPINGHYDFOSTATICALLYTESTEDAT BURIEDJOINTSCOVERED HVDROSTATIC 'LQ(] p51 FOR Z HOUFS Q YES - O NO TEST ~ NOLFAKAGEALLOWEDFORVISIBLEJOINTS ivlnLr~U1J1UFLtANIbtMtAJIJHED 7 ` ~ LEAKAGE HOURS GALS. TEST ALLOWABLE LEAKAGE (6URIED) NO LEAKAGE ALIOwED FOR VI518LE JOINTS OURS Q 'Q ~ H + GALS. NUMOEP INSTALLED TVPE AND MAf(E ALL OPEPA7E SATISFACTORILY HYD(7ANTS w /Q /G ~ /V ❑ YES ❑ NO WATER CONTROL VALVES LEFf WIDE OPEN ❑ YES ;KNO CONTROL VALVES IF NO, STA7E REASON 1IP4I.Jf/.QG - HOSE 7HFEADS OF FIRE OEPARTMENT CONNECTIONS AND HYDRANTS O YES x NO INTERCHANGEABIEWITHTHOSEOFFIREDEPARTMENTANSWERINGAIARM - DATE IEFf iN SERVICE . ADDRIONAICOMMEN7S PEMNRKS NAME OF INSTALLING CONTRAC70fi i SIGNATURES TE5T5 WRNESSEG BY O (SIGN TTIE SN~ieyi DATE I 3 ~ FOR INSTA C R(SICNED) TITLE~ DATE~ /a n q l 2c ADDITIONAL EXPIANATION AND NOT (tp~„~~ cA,. H wf~. T -~7- g 5 ~ , . LfLJUVJ CI SPRINfiLER SYSTEM PRESSIJRE TEST [I FIRE MAIN PRESSURE TEST LT HOOD & DUCT SUPPRE55ION SYSTEM TEST CI FIRE AIdAE2M SYSTEM ACCEPTANCE TEST A OTHER f-iltG~✓Jt+ye -4~4 lYC~.-✓cs~J-~S~ LOCATION: VwC:r~;: /QafU L~, DATE:7' REQUESTED BY: CONDUCTED SYSTEM PASSED ~ FAILED Q cornMErrTS : SIGNED: rn rn I O N W ~ U m ~ z ° ~ a ~ U W ; C7 ~ omg Q c'a rm ~ > a s I"~"1 a W O t o = rn U 3~m W LL o o ¢ F 0 ~ y n m f- t U 3 U Ir-"1F+~ E 04 rW> V IL O 3 m N v ~ ~ v 7 o~ o ~ U w3m ~ C t T N ~Eo ~Y aoy m V 3 m- a0m o °3E O n p a o oa m Dai am9 m yav w ~ U tCy ~ v~ Q 0 ~'v r c a m d U ~ ~ U ,omm N G m N C N L Vml U `m O ~ n t 9~`m" ro - C W O U ~ ~ V L m N a ~ r a m u ~ t > p o W yDUa O N ~ m T c m c ro ~ y~aE y > mamm C v ' a ry¢¢ G m y U m ~ N N cO t LL a F. c33 2 W Z Q O C~ C 0 .r{ ~ ~ ~4 ~ y G 0 U C ~ a~ P+ G v N C q$ W Q 0 U a ¢ H Z U 0 0 N N ~ ~ 7 C v a~ ~ ~ 3 Q ~ O 0 .i ~ Z O ¢ a O . Q U w cc o W J Q W a ~ LLT8-86ff# eaewnxitwuae V C M ~ u ~ N bl ~I W fi) a Q ~ a ~ Z O J 0 w S H ¢ O LL 0 c m °c d U O C 0 n 'o ~ 3 d a ~ c a v ¢ ~ m a v y L O T r~n U ~ m m ~ ~ E c p d T q U E m m a a ~ U 00 t tl1 0 a c m fp U L ~ U o m Z U `o m O a ~y N C y ~ C ~ E v a ❑ Q > m oi m c U N lL ~ E LL C 3 N W F' Z 0 W N V z z a z W ° ~ m OC 0 W LL W m = ~ W 0 0 ~ W J J W ~ ~ U) a W v cn z N ~ o o - _ ~ z v Cl) a U c/) z = O _ ~ N M M ~ ~ ~ M N ~ O a M Q o ~ cc 0 J O (0) W% LLI V ~ W rcw Ha Q W ~ N _ Cl) 0 LC) ~ ~ ~ 0 V W It 0 Zv O I ~ V ~ W ~ a~ cn V z ~ Q ~ °a m O (J z 0 ~ m N o ~ a ¢ ¢ w r Z Z O U ~ ~ ~ w ~ ~ ~ ~ ~ Z W Z Q W a 0 ~ 0 LL Y a t5 m ~ O U W a m O ~ Z ~ - co ~ 0 ~ z z F Cc w a 0) W W U Q F Q ~ 0 J J Q Z ~ ~ ~ D ~ ~ 0 W (n Q U Z Y _ F - - 0 W a ~ 2 o, Z = ~ ~ o . m o y ~ a ~ C a L O N C N LL u U Q ~ Y i O o LL ~ m ~ m ~ rn C ~ C d ~ V N 7 ~ w a x°' J~y ~ . ~ ~ ~ cl b C , o Q C 0 (D CP a m ~ CD O) D c (0 ~ C m N = rn C o ~y ( tl C ~ Y m ~ c ~ °tf C N °a ?.r ro 0 ~S ~ N LL t=il C 3 O O ~ N ~ N W l1 m W a S LL O cd i lL c6 d ~ O N y ~ ~ ~ 0 s n m ~ ~ ~ ~ ~ a° ` LL 0 W a ~U LJ. ~ C) ~ ~ LIJ 1 ` a 0 z z a v O LLI N ~ U a V 0 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9023 BUILDING INSPECTION LINE - 303-234-5933 ' CITY OF WHEAT RIDGE Date : 6/4/99 7500 WEST 29TH AVENUE ° WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10050 W 41 ST AVE Contractor License No. : 20194 Company : Greiner Electric LLC OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Installation of fire alarm system at Pain Centers Phone : Phone : 303-470-9702 Construction Value : $9,137.00 Permit Fee : $181.25 Plan Review Fee : $0.00 Use Tax : $137.06 Total: $318.31 Use: Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date Approval: (1) This permit was issued in accordance with the provisions set foAh in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations antl euilding Cotle of Wheat Ridge, Colorado or any other applira6le ordinances of the City. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixty (60) days from issue date or (B) the builtling authorized is suspendetl or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will be matle in the ori9inal plans and specifcations and any suspension or abantlonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone fhat will change the naNral Flow of water rausing a dreinage problem. (5) Contrector shall notiy the Buildin9 Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before proceediing with successive phases of ihe job. (6) The issuance of a permit orthe approval of drawings and specifcations shall no[ be consVuetl to be a permitfor, nor an approval of, any violation of the provisions of ihe bu,i~j ltling wdes or any other ordinance, law, rule or regulatioa a Ch~i B'Iiiftling"l[nspector DEPARTMENTOf~LA ~I~II~VGAN~~DEVELOPMENT Building PermitNumber: 817'] BUILDING INSPEGTIONI DLVISI(jN:=235-2855 CI'EY OF WHEA`t" RIDGE. Date :/,2'/ 4'8 7500 1lIlEST 29TKA\/ENUE WHEATRIDGE, CO80215 ~ Property Owner: ' Property Rddress Phone : Contractor License No. : ;ZD194 Company Phone : &.)3 IVZO -l702_ OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ConsWction Value : o o 1 hereby certify that the setback dktances proposed by this pe~mR appliptlan are accurate, permit Fee : and do not violate applirdble ordinances, rules or reguWtions of the Cib of Wheat Ridae or . covenants, easements or reshidions of racord: that aA meast made are aecurate; that I have read and ayree lo abide by ail appiiption, and that 1 assume full responsibddy (or complianc Code (U.B.C.) and all other applicable Wheat Ridge orQi ~na i i(OWNER)(CONTRACTOR) Description : ~ ` Approvai: Zoning : Approval : Approval: Occupancy: Electrical,i_icense No : Company: Expiration Oate : Approval: BUILDING DEPARTMENT USE ONLY Wails : Roof Plumbing License No : Company : Expiration Date : Approvai : Mechanical License No : Company: Expiration Date : Approval: i (1) This pemut was Issued In ecwNence wiN tlia Provisrons sM fath in yopur a0dication and Is subI'ect W the laws of Ihe State of Cobrado and tu the Zoninq . Regulatlons and Bw7diig Code of Wlwat Ridge, CabraEO or afry aNer applKa0le ordinances of Ihe Ciy. (2) This pemwt shaY exqm d (A) Ne wak aWwi¢ed is twl commenced wilhin sury (60) tlays Irom Issue Eate tt(B) Ihe WiWinO autlwrized b suspnMed ot , a0andoned lar a peAaC M 120 days. (3) 11 Uus O~n a Mw PertM maY 6eeW~~red fa a lee one4411! Ihe annunt nortnaly re9u'ved. Pmhded no chan9n have baen awip be matle in Ne d enq;nai pwu a,q apec,rKaaons e„e any a~nemsion or abafMOnmmt lias not aceedetl rne (7) Y~. If duipa are mdtle a N wepmsion a a0andonment ex~ee0s one (t) year. fuY tees ahall be paW (ot a new Pen^it . . 4) No wwk d a~ry manncr shalt ba dane U~at vrill dwnge Ihe nadaal flow otwater rausug a drainage qobkm. " _~s) con~~ ~notis~~~'~~n~oeaa lwenry•faur (2a) hours (n aavance lor all inspec~ons anE snap receive written approval on Wpectfan aN be(ore p otme .(e) N butlSuq md~anY~h~~ I~.aw,~i_Wse o~r 5 u~WU~on.~ shall not be wnswed ro be a pemii! for. nar an approval oC eiry Wdatlan o1Ne proNSbns Chief Building Inspectar For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CMIEF BUILDING INSPECTOR AND MAYOR CALL• 2345933 24 HOURS PRIOR TO INSPECTION Use Tax under this pertnit Use: SIC Total: $0.00 Sq. Ft : Stories : Residential Units : GREINER ELECTRIC LLC Account# 20194 Invoice # Description Date - FIRE ALARM PERMIT - PAIN CENTER 6/4/99 2645 CITY OF WHEATRIDGE Invoice AmounY ~ 2645 Discount Amount Paid 318.30 $318.30 SIISMITTAL INFORMiTlON DATE: May 26, 1999 PROJECT: The Pain Center CON%'RACTOR: Fransen Pittman 4091 South Elliot Street Englewood, Colorado 80110 SusCOr'TR.iCTOx: Greiner Electric, LLC 3809 Norwood Drive, Unit 5 Littleton, Colorado 80125 MaTEn14L: Fire Alarm YEivnoR: Grinnell 3809 Norwood Drive Unit #5 • Littleton, Colorado 80125 Tel. (303) 470-9702 • Fax (303) 470-9810 Grinnell FIItE PROTECTION SYSTEMS COMPANY 7192 NEWTON ST. WESTNIINSTER, CO. 80030 303-426-5300 FAX 303-427-9628 SUBMITTAL DATA NOTIFIER FIRE ALARM SYSTEM PAIN CENTER SUBMITTED T0: GREINER ELECTRIC 3809 NORWOOD DR. LITTLETON, CO. 80125 303-470-9702 CONTACT PERSON: JEFF PAIN CENTER ADDITION TO EXISTING 500 FIRE DETECTION SYSTEM: IZ-8 INIT. ZONE MODULE FCPS-24 POWER SUPPLY PS-1270 BATTERY 2400 2-WIRE PHOTO DETECTOR HD400ACDCP PHOT DUCT DETECTOR ST-5 SAMPLING TUBE RTS-451 REMOTE TEST SWITCH RA400Z REMOTE LIGHT NBG-10 MANUAL PULL STATION GX5-4-1575WR STROBE SHG24-1575WR HORN/STROBE A:\17-1290 October 8, 1996 ONOTIFIIEW A Subsidiary of Pittway Corporation B-240 IZ-4, IZ-4A, IZ-8 & IZE-A Initiating Zone Modules Section: Microprocessor Fire Alarm Control Panels GENERAL The IZ-4, IZ-4A, IZ-8, and IZE-A Initiating Zone modules provide Initiating Device Circuits for the NOTIFIER System 500 Fire Alarm Control Panel. The IZ-4 Initiating Zone Module provides four Style B(Class B) and the IZ-4A provides four Style D (Class A) alarm initiating or supervisory circuits. The IZ-8 Initiating Zone Module provides eight Style B(Class B) alarm initiating circuits. The IZE-A Initiating Zone Expander, when used with the IZ-8, provides eight Style D(Class A) alarm initiating circuits. FearueEs • Up to eight zones Style B(IZ-8) or Style D(IZ-8 & IZE-A). • Up to four zones Style B(IZ-4) or Style D(IZ- 4A). • Powered loop allows the use of lwo-wire smoke detectors. • Initiating circuits are power-limited for use with limited-energy cable. • Alarm and Troubie LEDs are provided for indi- vidual annunciation of each zone. • RED LEDs indicate alarm condition or I/O Map- ping. • YELLOW LEDs indicate initiating circuit Trouble, circuit Disabled or System communi- cation failure. • LEDs flash for unacknowledged alarms or troubles and light steady after being acknowl- edged or silenced. • Walk Test selectable by zone. • Each zone may be configured as a fire, water- flow, supervisory, non-alarm circuit, or for re- mote command inputs. • Alarm verification selectable by circuit. R ULC ~ . M_9E'°` OV7AO.AY 5635 CS118 CS733 California State Fire Marshal 9 7165-0028:157 ' IZ-4 Four Zone (style s) Initiating Zone Module 0 O •O ~ O oeeoemmmemseomsm ~ 0 6 O 0 _0. ~ IZ-4A FourZone Q ~ (Style D) Initiating Zone Module O O O This document is not intended to be used for installation purposes. We try to keep our 1SO-9001 product information up-to-date and accure[e. We cannot cover all specific apDli~lions or . anlicipate all requirements. All specifiwtions are subject to change without notice. For Engineering and Manufacturing more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 QUality Syslem CerliLed to ON OTI FI E W 12 Clintonville Road, Northford, Connecticut 06472 Inlemafi0nal Slandard I80-9001 Meae in Ine U.S.A. urvtia - rage i or z APPLICATIONS The IZ-8 provides up to eight zones of Style B alarm initi- ating or supervisory devices, both powered and non-pow- ered, such as pull stations, smoke detectors, waterflow devices, tamper switches, etc. Adding the IZE-A to the IZ-8 provides Style D operation. The IZ-4 and IZ-4A provides up to four zones of Style B (Styie B or D with IZ-4A). Alarm Initiation or Supervisory devices, both powered and non-powered, such as puil sta- tions, smoke detectors, waterflow devices, tamper switches, etc. CONSTRUCTION The IZ Series consists of a panel-mounted printed circuit card. Windows in the System 500's door allow viewing of Alarm and Trouble LEDs. Slide-in pockets on the door also allow insertion of descriptive labels for the zones. Module windows are 0.875" high by 0.975" wide. Remov- able terminal blocks are provided for connection of field wiring on most modules. The IZE-A consists of a printed circuit card which mounts behind the IZ-8 with hardware provided. Removable fieid- wiring terminal blocks are included with the IZE-A. INSTALLATION The IZ Series modules mount in one of two available mod- ule positions for the chassis using two captive screws. A ribbon cable connects the modules to the CPU-500. An optional IZE-A mounts to the back of the IZ-S with hard- ware included. ~mmmeema0immmoeeemi 0 i I . 1, io ~ O O O O I O ~ O SPECIFICATIONS Applies to IZ-4, IZ-4A, IZ-8 and IZE-A, except as noted. End-of-line device: 4.7k ohm, 112 watt resistor. NOTE: The IZ-8 with IZE-A does not require EOL resis- tors on its cirouits. Loop voltage: 18 - 27 volts DC. Maximum loop standby current: 2.5 mA. Ripple: 100 mV max. Maximum loop resistance: 100 ohm. Maximum alarm impedance: 1200 ohm. Minimum alarm impedance: 400 ohm. Max. voltage with minimum alarm impedance: 10 VDC. Minimum alarm current: 45 mA (typical). 12-0 standby current consumption: 27 mA. IZ-4A standby current consumption: 27 mA. IZ•8 standby current consumption: 47 mA. IZE-A standby current consumption: 4 mA. 1a000m0mmlemeemmeml 0 ~ Oo ~ 0 0 IZ-8 Eight Zone (Style 8) Initiating Zone Module IZE-A C/ass A Initiating Zone Expander Page 2 of 2- DN-678 ONOTIFIEW A Pittway Company July 14, 1998 E-130 FCPS-24(E) 24 Volt, 6 Amp Remote Power Supply Section: Power Supplies/ACCessories GENERAL The NOTIFIER FCPS-24 (120 VAC model) and FCPS-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 hvo 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 (optimal 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 inpuUcontrol circuits (trig- gered from FACP Notification Appliance Circuit [NAC expander mode] or jumpered permanently on [stand- alone mode]). • Two Class 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./ckt.) 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-IimitedtechnologymeetsnewULpower- limiting requirements, effective May 1, 1995. • Normally closed trouble contact. • Fully supervised power supply, battery and Notification Appliance Circuits. • Selectable eaRh fault detection. • ACtroubiereportselectableforimmediate,8-or16-hour deiay. • Optional ammeter/voltmeter. • Works with virtually any UL 864 fire alarm control which utilizes an industry-standard reverse-polarity notification circuit. California State Fire s ~U• Marshal 7315-0028:178 S635 CS869 (FCPS-24 on/y) (FCPS-24 on/y) FM MEA (FCPS-24 only) OY3AO.AY (FCPS-24(E)) • Self-contained in compact, Iockable cabinet (15" [381 mm] 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 (325 mm') wire. Si'ANDARDS 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 Alarm Systems (NAC expander mode). UL 1481 Power Supplies for Fire Alarm Systems (stand-alone mode). This documenl is not intended to be used for installation purposes. We Iry [o keep our - product infortnation up-lo-date and acwrate. We cannot cover all specific applications or I$O-9001 anliciDate all requirements. All specificalions are subject to change without noACa. For EnginOBring end M3nUfacluring IlIgNa-i more informalion, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 QU211ty SySt¢M Certifed lo ON OTI FI E W 12 Clintonville Road, Northford, Connecticut 06472 International Standard ISO-9001 Maae in the U.S.A. D145132 - Page 1 of 3 SPECIFICATIONS Primary (AC) Power • FCPS-24: 120 VAC 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. TERMINAL DESIGNA710N5 TO TRANSFORMER #2 TO TR4NSFORMER#1 ~ 5 z x w a a PrIll TB4 + + o P1 0 ~ ~ ~ 0 Y N `V CI N N 5~ ~$N LJ N N S~ ~$Y N .L' R` 9 2` ~ ~ 2` 3` L` a x~. ? a ~Es N. SN v N I H N• N I < I ~ ~ N ~ m p ~ a 8 9 9 9 5" b 8 8 8 O O O O g~'O O O O O O O O Q ~ ~ ~ R76 FCPS-24(E) DJP1 ~ Battery fuse 10A 3AG slow blow 82 M JR27 eooooo0 rz> eeee a N N~ Y F f F F f 6] G] S ~ ~ nnn ~ g L > > OOO O LL ~ U d Q w R176 R63 R134 - R175 JPZ Ca D31 i ~ 2~ 3 4+ s 6 ~ B 9 TB3 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 R176 to make output #4 non- resettable in stand-alone mode. ~N + (Control Input #1 from FACP) OUT+/Troubte Confact OUT- Trouble Contacl IN ~ (Control Input #2 (rom FACP) Auxillary Output (+24 VOC, 10 mA max.) Common ORDERING INFORMATION FCPS-24 Remote charger power supply (120 VAC). Includes main printed circuit board, transformers, surface-mount backbox, and installation instructions. A77-7166 FCPS-24E Remote charger power supply (220/240 VAC). Includes main printed circuit board, PS-1270 transformers, surface-mount backbox, and MPM-4 installation instructions. Page 2 of 3- DN-5132 output circuits • +24 VDC (19.1 - 26.4) filtered, regulated. • 3.0 amps maximum for any one circuit. • 4.0 amps maximum total continuous current for all out- puts (Stand-alone mode). • 6.0 ampsmaximumtotalshort-termcurrentforalloutputs (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. MPM-4 12124 VDC end-of-line relay for monitoring four-wire smoke detector power. Battery, 12 volt, 7.0 AH ((wo 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 Ciass B(Style Y) outputs or 2 Class A(Style Z) and 2 Class B(Style Y) outputs. Silenceable Horns Non-Silenceable Strobes HOST FACP FCPS In this example, the FACP notification appliance circuits will activate the FCPS when reverse poiarity 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. Both non- resettable and resettable power options are available. SLC AllOutputsRegulated +y4 VDC + `NtGgPp Output 1- povueRaeLe 24V Resettable Power Input 1 i. OUfpUf2'POWERSETTABLE 92 ~~~°5 a OUfpUf 3- pOW R~BLE If1pUf 2 p OUtpUt 4- NON-RESETTABLE Shown Inggared a~ POWER HOST FACP fwlnPigI FCPS Addressable Resettable outputs are created by connecting the resettable output from the FACP to one or both of the 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 ailows for mounting the FCPS at greater distances away from the FACP while expanding system architecture in various applications. SLC Loop Class B IDC Up to 4 NACs R ELR or 2 NACs and 2 Regulafed ' Power Oufputs Ou ut 1 ~ ~oilY10 Input 7 ~m~m~ ~~C nnFa~s~m Oulput2 Output 3 Input2 . ShownMggered p14?5 M~E- OUaJllf4 HOST FACP hmInP~I + FCPS Addressa6le 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 of 3 *NOTIFIER" A Pittway Company May 14, 1998 PS Series Batteries Section: Power Supplies E-200 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. • Gelled electrolyte. • Sealed and maintenance-free. • Overcharge protected. • Extended shelf life. • Easy handling with leakproof construction. • Ruggedy 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 cell (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 panels. 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). caNSrRUCrIoN The sealed construction of the Power-Sonic battery allows 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 sealed, leakproof, 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 installation manual for battery size restrictions. Typical inter- connection diagrams are shown in the literature accompanying each control panel. `r. Ak The PS-1242 Battery This document is not intended to be used For installalion purposes. We Iry to keep our producl information up-to-date and accurete. We cannot cover all specifc applicalions or I$O-9001 anticipate ail requirements. All specifcalions are subject to change without notice. For EngineBring and Manufacluring more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-71 18 Qualily System Cedifed to ON OTI FI E W 12 Clintonviue Road, Northtord, Connecticut 06472 Inlernational Standard ISO-9001 s MH14328 (S) Y~ SEALEO RECHARGEABLE ~r BATTERY POl!/E~ SOA!~C Motlel PS-695 6 Volt 9.5 AH vower-sonic coroorauon 61 S The PS-695 Battery DN-1109 - Page 1 of 3 TOP VIEW SEALED RECHARGEABIE BATTERY MODEL PS-1270 12 VOLT 7.0 AMP HOUR 5.94 ± 0.04 inches ~II (151 i 1 mm) I 2.56 t 0.04 inches (65 ± 1 mm) ,,e„aeevooao 1,, Nominal Discharge DIMENSIONS Nominal Voltage Capacity @ 20 hr. rete Current @ 20 hr. rate Width Depth - Height Height over terminal Weight MODEL V A.H. mA in. mm. in. mm. in. mm. in. mm. Ibs. kg. PS-695 6 9.5 475 4.26 108 2.75 70 5.54 141 5.54 141 4.9 22 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 N 168 820 208 9.45 240 39.7 18.0 PS-'121000 12 100 5000 12.00 X 168 820 208 9.45 240 65.7 29.8 5.5 g S 6.0 12 m m = 5.5 11 a > v 5.0 10 m 4.5 9 4.0 8 0 Characteristic Discharge Curves 120~ 100% -0 80% m K ~ 60% U a U 40% 20% 1 2 3 5 10 2030 60 2 3 5 10 20 30 I~ minutes ~ hours ~ Discharge Time @ 20°C (68°F) Page 2 of 3- DN-1109 HEIGHT 1 BELOW 3.70 ± 0.08 inches (94 t 2 mm) HEIGHT 2 BELOW 3.86 t 0.08 inches (96 ± 2 mm) Effect of Temperature on Capacify 0.5 C 0.1 C 025 C 0.6 C 1C ?C 0% -20° -70° 0° 10° 20° 30° 40° 50° 60° Temperature (Degrees C.) l ~ PS-121000 RECNARGEABLE BATTERY: dPP9.9Cd9'lON5 AND CHARGING CYCLE APPLICATIONS: LimR initial current to 20A. Charge until battery voltage (under charge) reaches 14.40 to 14.70 volts at 68°F (20°C). Hold at 14.40 to 14.70 volts until cuRent drops to approximately 1000 mA. Battery is fufly charged under these conditions, and charger should either be disconnected or switched ta "floaY' 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 wiil seek its own cunent level and maintain itself in a fully charged position. NOTE: Due to the self-discharge charactenstics of this type of 6attery, it is impera6ve that the battery be charged after six to nine months of storage, othenvise permanent loss of capacity might result from sulfation. 100% 90% 0 cm 80% C C 70% m m 4-' 60% T U a 50% U 40% 0% , Charging is NOT necessary unless 100% of capacity is required. 5°C (41 °F) Charging before use is necessary to help recover fuli capadty. Charge may f il t t 49°C 30°C 20°C a o res ore full ppacity. (104°F) (86°F) (68°F) oo Nor let 6atteries - reach this state. 0 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) 14.0 v 13.0 V ~ 12.0 V m j 11.0 V m c 10.0 V ~ F 9.0 v 8.0 V Ambient Temperature 20°C (68°F) Zzl_ 1 QA S. OA . 50A 2 .iA Final Voltage 100 A 2 00A . . . , 12 2.4 fi 12 24 36 481 2 4 6 8 10 20 40 MINUTES - X HOURS . Discharge Time _ PS-921000 Shelf-Life and Storage ' PS-129000 Discharge Characferistics DN•1109 - Page 3 of 3 ONOTIFIER~ A Pittway Company June 19, 1998 2400 Series I 15 2-Wire Photoelectric Smoke Detector with Optional Horn & Thermal Section: Conventional Initiating Devices GENERAL The System Sensor 2400 Series photoelectric detectors are specifically designed to meet the stringent perfor- mance requirements of industrial and municipal fire de- tection/alarm systems. The design of these detectors emphasizes ease of installation and field maintenance. The new AT/AIT models add built-in audible signaling and optional isolation of the thermal. FEATURES • Unique optical sensing chamber: - Superior signal-to-noise ratio. - Built-in signal processing. - 3.0% nominal sensitivity. • Removable cover for field cleaning. • Visible LED "blinks" in standby. • Sealed against dirt, insects, and back pressure. • Built-in 135°F (57°C) thermal (models TH, AT, AIT only). • Three-year limited warranty. • Field metering of detector sensitivity (using MOD400R). • Built-in test capability. • Low standby current. • Twist-on mounting bracket with tamper option. • Designed for direct surface or electrical box mounting. • Built-in 85 dBA piezoelectric horn (models AT and AIT only). • Insect-resistant screening (0.020"70.508 mm openings). • Isolated or integrated operation of thermal available. • SEMS screws for easy wiring. APPLICATIONS Use to contribute to life safety, fire protection, and property conservation. Photoelectric detectors are recommended in areas where slow smoldering fires are likely to ignite. In areas where small combustion particles are usually present from fork-lift trucks, cooking stoves, etc., they are less likely than ionization detectors to produce false alarms. CONSTRUC*ION AND OPERA7'ION All System Sensor 2400 Series photoelectric smoke de- tectors contain a unique optical sensing chamber de- signed to sense the presence of smoke particles pro- duced by a wide range of combustion sources and meet performance criteria designated by UL 268. A new cus- tom integrated circuit incorporates signal processing to reduce false alarms and sample/hold circuitry to provide easy field metering of sensitivity. Additional key features of AT/AIT models include available isolation of the thermal for separate monitoring, and a built-in horn. Califomia State Fire Marshal U~ $7272-1209:103 5911 CS308 (2400A, (2400 & 2400TH) 2400THA only) 7272-1209:134 O (2400AT & 2400AI'~ MEA 0Q6AI.AY 427-91-E Vol.lll- The built-in piezoelectric horn produces an interrupted 85 dBA tone. The horn operates when the unit senses smoke, or when the thermal reaches its alarm point (integral ther- mal models only). INSTALLATION Model 2400 detectors are designed for systems use with UL Iisted control panels. See panel Compatibility Chart to determine maximum number of detectors per zone. Easy to install and maintain, this detector is designed for direct surface mounting (mounting bracket included), or mount- ing to a 4" octagon or smaller box. Easy-to-wire screw ter- minals allow fast and simple field wiring of in, out and remote annunciator connections. Consult control panel specifications for the maximum al- lowable loop resistance for the paAicular control panel to be used. To prevent wiring mistakes, observe polarities and make certain that each conductor is identified. A copy of Instal- lation and Maintenance Instructions is packaged with each detector. For further information, refer to NFPA 72 and to Local Authority Having Jurisdiction. 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 ISO-9001 or anticipate all requirements. All specifcations are subject to change wi[hou[ notice. Engineering and ManufacWring For more information, contact NOTIFIER. Phone: (203) 484-7167 FAX: (203) 484-7178 Quality System Certified to g N OTI PI E W 12 Clintomille Roatl, Northford, Connecticut 06472 International Standard ISO-9001 Madeinlhe U.S.A. DN-1190 - Page 1 of 2 MAINTENANCE The 2400 Series has been designed to seal the sensing chamber from back-pressure air flow, dust, dirt, and insects. The back of the detector is sealed. The chamber is protected by a fine mesh screen. Tesfing is accomplished by insertion of a 0.1" (2.54 mm) max. diametertool. If cleaning is required, it is easy to remove the cover and obtain access to the screen and chamber to perform a thorough cleaning. ENGINEERING SPECIFICATIONS Smoke detector shall be a photoelectronic type (model 2400) or a combination photoelectronic/thermal (model 2400TH) with thermal sensor rated at 135°F (57°C) as manufactured by System Sensor. Wiring connections shall be made by means of SEMS screws. The detector will have a visible LED which will blink in standby and latch on in alarm. The detector shall have a nominal sensitivity of 3% per foot as measured in the UL smoke box. The detector screen and cover should be easily removable for cleaning. It shall be possible to per- form a sensitivity and functional test without the need of gen- erating smoke. Detector circuitry shall perform a self test on the sensing chamber and internal electronics every 40 sec- onds. If circuitry fails, the detector LED shall stop blinking. The detector shall have a mounting bracket that allows for mounting to a 3-1/2" (88.9 mm) or 4" (101.6) octagonal or a 4" square electrical box. GENERAL SPECIFICATIONS PRODUCr LINE INFORMA710N Model Description 2400 Photoelectric Smoke Detector, 2 wire, Sur- face Mount. 2400TH Photoelectric Smoke Detector with built-in 135°F (57°C) fixed-temperature thermal, 2 wire, Surface Mount. 2400AT Photoelectric Smoke Detector with integral 135°F (57°C) fixed-temperature thermal, and 85 dBA horn, 2 wire, Surface Mount. 2400AIT Photoelectric Smoke Detector with isolated 135°F (57°C) fixed-temperature thermal, and 85 dBA horn, 2 wire, Surface Mount. MOD400R Field Test Module for all of the System Sen- sor 2400 Series Smoke Detectors. RA400Z Remote Annunciator (LED). Mounts to single-gang box. NOTES for GENERAL SPECIFICATIONS: 1) Control panels must limit current to 100 mA or less. 2) Maximum air velocity for photoelectric sensor opera- tion is 3,000 feet (914.4 m) per minute. 3) Relative humidity range: 10 to 93% (non-condens- ing). te~' Model 2400 Model 2400TH Model 2400AT Model 2400AIT Control Panel Applications 2 wire 2-wire 2-wire 2-wire Built-in Thermal No Yes Yes Yes (Isolated) Visual LED Local Alarm Yes Yes Yes Yes Remote LED Annunciator Capability Yes Yes Yes Yes Operating Voltage Range 8.5 to 35 VDC 8.5 to 35 VDC 10 to 32 VDC 10 to 32 VDC Current Limit, Standby (maximum) 120 NA 120 NA 120 NA 120 NA Current Limit, Alarm (typical) (see NOTE 1) (see NOTE 1) 15 mA @ 10 V 15 mA @ 10 V Current Limit, Alarm (maximum) (see NOTE 1) (see NOTE 1) 67 mA @ 32 V 67 mA @ 32 V 48mA@24V 48mA@24V 5mA@10V 5mA@10V Reversed Voltage (non-alarm) - - 15 mA @ 24 V 15 mA @ 24 V 19mA@32V 19mA@32V I I Alarm Signal Shunt on Shunt on ShuM on Shunt on power leads. power leads. power leads. power leads. ♦ Wiring Diagram: 2400AIT ~ Page 2 of 2- DN-7190 'V' Wiring Diagram: 2400, 2400TH, 2400AT ONOTIFIER OD A Piriway Company June 18, 1998 1352 DH400ACDC Series 4-Wire Duct Detector Housings for lonization and Photoelectric Sensors Section: Conventional Initiating Devices GENERAL The System Sensor DH400ACDC samples air currents passing through a duct. It 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 1451 DH ionization sensor or the 2451 photoelectric sensor. The twist-in, hvist-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: hvist in, hvist 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 1' 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. California UL uIC Mars hsilre V 3240-1209:155 5911 CS308 M EA F M 427-91-E OV3AO.AY DH400ACDCP Duct Detector Housing with 2451 Photoelectric Sensor CONSTRUC710N 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 (0°C to 49°C). DO NOT INSTALL where normal ambient temperatures exceed 120°F (50°C). Relative humidity: 10°/a 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 cm). Height: 5 inches (12.70 cm). Depth (installed): 4 inches (10.16 cm). Weight: 4.5 pounds (2.041 kg). This documenl is no[ inlended lo 6e used For installalion purposes. We try to keep our producl information up-lo-dale and accurate. We cannol cover all specifc applications or I$O-9001 anticipate all requirements. All specifcations are subjec[ to change without notice. For Engineering and Manufacturing more information, contacl NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 Qualiry System Certifed to ^ 1~J N OTI FI E W 12 Clintonville Roatl, Northford, Connecticut 06472 Intemalional Standard I80-9001 Made in the U.S.A. DN-3251 - Page 1 of 2 ELECTRICAL CHARAC7ERISTICS Power supply voltage: 20 - 29 VDC 24 VAC, 50-60 Hz 120 VAC, 50-60 Hz 220/240 VAC, 50-60 Hz Ripple voltage: 4 Vpp WA WA N/A Input capacitance: 270 NF inax. 270 NF inaz. N/A 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: 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. CURRENT & POWER REQUIREMEN7S (using no acaessories) Maximum standby current: 25 mA 35 mA RMS 20 mA RMS 20 mA RMS Maximum standby power: 1 Watt 1 Watt avg. 3 Watls avg. 3 Wat avg. Maximum alarm current: 95 mA 55 mA RMS 55 mA RMS 30 mA RMS Maximum alarm power: 4 Wat 4 Watis avg. 4 WaUs avg. 4 Watfs avg. CONTACT RATINGS Alarm initiation contacts (SPST): 2.0 A@ 30 VACIDC (0.6 power factor). Alarm auxiliary contacts (DPDT): 10 A@ 30 VDC. 10 A@ 277 VAC (0.75 power hactor). 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 (resis6ve). PRODUCT LINE INFORMATION Model No. Description DH400ACDCI DH400ACDC duct detector housing with 1451DH ionization sensor. DH400ACDCP DH400ACDC duct detector housing with 2451 photoelectric sensor. 1451DH Replacement ionization smoke detector head. 2451 Replacement photoelectric smoke detector head. ST-1.5 Metal sampling tube, ductwidths 1' (0.3045 m) to 2' (0.6096 m). ST3 Metal sampling tube, ductwidths 2' (0.6096 m) to 4 (12192 m). ST-5 Metal sampling tube, ductwidths 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 alarm using the test magnet. The RTS451 requires 71 mA maximum in pre-alarm and 78 mAin alarm. Normal standby current is 0 mA. The alarm current drops to 7 mA when the test magnet is removed fiom the RT5451. ST-10 Metal sampling tube, ductwidths 8' (12192 m) to 12' to (3.6576 m). APA451 Annunciator with piezo, alarm, and power LEDs. RA400Z Remote annunciator alarm LED. PA400 Piezo alert sounder (offered in red [R], white [W], or beige [B]). M02-04-00 Test magnet. RTS457 Remote test station. MOD400R Sensitivity test kit. CRT-400 lonization cover removal tool. ACCESSORY CURRENi LOADS AT 24 VDC DEVICE STANDBY ALARM APA451 12 mA max. 30 mA max. PA400 0 mA 15 mA max. RA400Z 0 mA 7 mA max. RTS451 0 mA' 7 mA max.' Page 2 of 2- DN-3251 ONOTIFIEW A Piriway Company 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 RBlBy Modules testing of the smoke detectors. PRODUCr 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 RTS451KEY 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 Sounded LED Annunciator For stand-alone conventional duct detector applications, the Model APA451 Annunciator con- sists of a piezo sounder along with alarm and power LEDs 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 = 52522 ULC = CS308 RTS451 CSFM 7300-1209:129 MEA 427-91-E FM OV3AO.AY UL = 52522 ULC = CS308 APA451 CSFM 7135-1209:143 MEA 427-91-E FM OV3AO.AY UL = 54011 End-of-line supervisory applica- tions in 12- or 24-volt systems can be handled with the A77- 716B Relay Module. It is spe- cifically designed for use in 4- wire systems. Removal Tools Wllkft A77-7168 The CRT400 Cover Removal Tool simplifies removal of the tamper-proof covers on 400/ ~ 551 Series lonization 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 CRT400 also remove the cover of photo units The XRS 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 FDX- 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 instalied and removed up to 18 feet overhead without ladders or scaffolding. XRS XP-4 This document is not intentletl to 6e used for installation purposes. We try to keep our product information up-to-tlate and accurate. We cannot cover all specific applications or anticipate all I$0-9001 requirements. All specifications are subjec[ to change without notice. For more inFOrmation, Engineering and ManufaCtufing contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 Qualily System Certified to &M N OTI FI E W 12 Clintonville Roatl, Northford, Connecticu[ 06472 Intemational Standard ISO-9001 Metle in the U.S.A. Mounting Kits Four different mounting kiis are available. The SMK400 Surface Mounting Kit and RMK400 Recess Mounting Kit are designed to work wiih 400/551/751 Series plug-in 4" mounting bases B401, 8401 R and B501. SMK400 accommodates a surface wiring conduit. RMK400 is suitable for suspended and drywall ceilings. SM6600 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 SMB500 Surtace 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. m c SMK400 Calibrated Test Card M 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- ~ w~~wmew.e plishing a thorough fuoctional test RMK400 will cause the LEDs 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- C> modeling, the fluorescent orange DUST45 and DUST 12 Dust Cov- ers provide limited protection for 400/551/751 Seriesdetectors. Dur- RS14 ing heavy construction, however, the detectors should be removed. RS23 RS24 RS24T R59-18-00 ~ M02-04-00 DUST45 Page 2 of 2- DN-4653 rIWI~~~~~ . . ' RENIQTE Ttwr~FimftWuonn=oduontmp,ab,WaaWs: scanaarft aW recamMdea piscftes tor ts instaCaUon aro we ats aboMS appisnce. K Lt mmnnmbea. tlW,ne k~taNerl~etemlisrr~Ih tl~nequietnerNS.~rdh lacal codesy and OW VKW MWWWMft oEtfW locsC.autlfordy.havig: Tha niadel: FL190M&.RV0QZA reaKft:anrwndoor ars'•~ The tskftndedIobemoun6adtoasngls-- genp elecoirW aMlat bax. Tha rHring must ba in campiarwe whh ag codea. TLe devics rnm be opera6ed vihin 11s pub~- lished spodffmiaris- - rvarsrrae --_-r~-,-~.........o..o.~w+ u~wyuww~www. ~RRrQIDIBRIWII/19 _ Y ~ f16S.fIN18I bB ObSBfYiBd 311d C011110C~d ~ 1118 p10PB~ AlIIO~IIB~S wit gna ~ 1.) Ti16 M1 OII g19 baC* Of 1118. RA400Z and AA900TJ1 mwt he brolmn afl far uaa wibmostSys9sm 3eiqarf00igent syftnis. (Sas NoDS 1 and Fipue 2-) M6r tab Ls 6rafati tlie iVut voRage lartlfe RPWOQZ and RA400ZA b MRed ID 18 wltr nrn*nun. :':.I co~e9ey+aew~e. - - VOLTAGE RANGE CONVB(TiONAL SYSTEAA: 9.160 32 V= - Do nd break tak _ IMTB.IJGENTSY3TE1k 18lo92VDC-BreaTttab."~~ 7 mA ff w*mnrt -100 10 60°C (14°In 140°F) aaSy►sbm March 30, 1998 1-420 ~ NBG-10 Series (~J N O T 1 F 1 E R No„-Caded A Pittway Company Manual Fire Alarm Station Section: Conventional initia8ng Devices GENERAL O O California The NOTIFIER model NBG-10 is a non-coded, dual action, u~ M ~ Marshalre manual alartn stafion. 7150-0028:139 FEATURES 1ROAOAY • Within ADA 51b. pull force when used without break-tube (models manufactured after 10-1-96, identified by an 0 under station spring). - Highly visible (red coior with white lettering). • Easily operated. • Attractive shape and teMured 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. • Optional lock with key. • Optional N.O. contact for auxiliary functions. • Optional pre-signal circuit may be used for pre-signal or InstituGonal 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. CONSTRUCTION • Sheli, door, and handle are molded of red colored LEXAN@ (or polycar6onate equivalent) with a textured finish and white lettering. • Back plate made of 16 gauge steel. • Switch contacts are nortnally open. INSTALLATION For semi-flush mounting, attach directly to a standard single- gang electrical box. Terminal block with screws allows quick installation. OPERATION Puliing the handle down causes it to latch in the down posi- tion and to close the normally-open switch. The handie is restared manually by unscrewing the allen-head screw so the top of the case can pivot forvvard, allowing the spring- loaded handle ia seturn ?o its normai posirion. -m-e czse can then be pivoted hack to its normai position and secured with the allen-head screw. The NBG-10L utilizes a mechanical key instead of the allen- head screw. S635 (except NBG-IOSP) ADA SPECIFICATIONS Physical: Height: N8G•10 5.50" $B.lQ 5.50" WP-10 6.00" Width: 4.13" 4.13" 4.69" Depth: 1.38" 1.38" 2.00" Electrical: Current Capacity: 3 Amps @ 125 VAC. The NBG-10 P/T has a normally-open auxiliary switch which is closed by rotating a key clockwise (the key is non-remov- LEXpNO is a registered Vademark of GE Plastics, a subsidiary able in this position)_ of General ElecVic Company. This documenl is nat intended W be used for installation purposas. We Vy to keep our producl in(armation up-todate and aaurate. We wnnot cover all spedfic applimlions or I$O-9001 an6cipale all requirements. All specifica6ons are subject to changa without no6ce. For Engineering and. Manufactunng mora informaUon, confact NOTIFIER Phone: (203) 484-7161 FAX: (203) 4847718 DVality Syslem Certified to ON OTI FI E W 12 Ctintonville Raad, Norihford, Connecticut 06472 lnlematlanal Slandard I80.9001 Made in the U.S.A. QN-1668 - Page 7 o( 2 W1RlNG OF STANDARD UNIT: NBG-10 TO CONTROLPANEL DEfECTOR LOOP OUTPUT Additional Switch Included With Models: NBG-10A NBG-10T TO L_~ TERMINALBLOCK FOR N.O. CONTACT FOR AUXIIIAAY FUNCTIONS Additiona/ Switch (Key Operated) lncluded With Model: NBG-10P - TO - - TERMINALBLOCK FOR TEST, OR TO PRESIGNAL CIRCUIT (KEY OPERATED) PRODUCT LINE INFORMATION Model DescripGon NBG-10 Standard unit. Dual action. Works with, or without, a crush tube. Includes a terminal block wiih screws forfastand easy wiring. NBG-10A Standard unit plus an auxiliary N.O. switch to pro- vide annunciator contacts. NBG-10T Standard unit (NBG-10) with key test features. NBG-10P Standard unit plus N.O. switch for pre-signal opera- tion. NBG-10L Sfandard unit plus key-locking feature. NBG-10WP Standard unit plus weatherproofing. Includes sur- face weatherproof box (NWP-10). NBG-10SP Spanish version of standard uni[. Dual action. Works with or without crush tube. Includes terminal biock. WP•10 Weatherproof surface backbox for NBG-10WP. SB-10 Surface backbox for all NBG-10 models. BG-TR Optional trim ring. 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 opereted 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 6e 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 Ietters,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 La6oratories listed. ~ 41/8" (104.8 mm) VleW ffORl TOP i-va• (ze.s) 5-10 Vi'ew from (739.7mm) SIDE ;F- 2-314" ' (69.9 mm) ' Page 2 of 2- ON-1668 TO NEXT DEVICE OR E.L.R. July'10, 1998 J-116 ON OTI FI E W Gentex GX Series A Pitlway Company GX90, GX90S, and GXS Models Section: AudioNisual Appliances GENERAL City of Chicago The Gentex GX Series are high-qualiry remote signaling California devices that offer both audible alarms, visual alarms, or a s D State Fire combination of both, in a variety of candela options. ~ Marshal The GX Series are available in Fire Alarm Red or Off- 53406 7135-0569:113 (GX90, GX90S) White faceplates with a textured grain finish. These plas- 55405 7125-0569:114 (GXS) tic faceplates permit attractive flush mounting. The GX Series with the 15/75, 30/75 and 110 cd models meet or exceed the requirements of 4.28.3 of the ADA, UL 1971, and UL 1638. All GX Series appliances are UL 464/ 1971 listed for use with fire protective systems. All models are 1 Hz and listed for both filtered and unfil- tered DC power. The GXS models are provided with a two-position terminal block (12-15 AWG/0.75-3.25 mm2). All 24 VDC appliances have a peak operating current, nominal operating current, and inrush current. The Z-Series synchronized strobes require the use of the ZMS4 mod- ule. FEATURES • Low current consumption. Terminal blocks. Flash rate 1 Hz. Textured finish, high-impact plastic faceplate, available in fire-alarm red or off-white. A variety of mounting options for new construction and retrofit applications. 15/75, 30/75 and 110 candela strobe options meet or exceed the requirements of ADA 428.3. • UL 464/1.11_1971 listed for Fire Protective Ser- vice/Signal for Hearing Impaired. • Strobe synchronization with "Z"-suffix models (use with ZMS4 sync module). 9 CS607-E (GX90) M EA CS895 (GX90S-415, 285-91-E GX905-4-15175, GXS-4-15, GXS-4-15115, GXS-4-30175) ADA (4.23.3) 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 ISO-9001 aMicipa[e all requirements. All specifcations are subjac[ to change without notice. For Engineering and ManufacWring more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 464-7118 Quality System Certifed to rJ N OTI FI E W 12 Clintonville Road, Northford, Connecticut 06472 International SWndard ISO-9001 Matle in Ihe U.S.A. DN-5051 - Page 1 of 4 GX90S Remote AudibleMsual Signal GX90 Remote Audib/e Signal GXS Remote Visual Signal with Gentex Universal Mounting Plate 4.500" 114.3 mm) 2.120" 0251 (69.088 mm) (6.35 n GX90 Wiring Mr UL Listed Smoke Control Panel fDetectors\. Voltage supplied to GX90 signal when panel is latched. GX90 & GX90S Wiring 'V • HORN AND STROBE IN PARALLEL. UL Listed CONTROL PANEL Supervised Signal circuits O ~ ~ ~ ~ Page 2 of 4- DN-5057 GX90S 3 LEFT: GX90 Dimensions BELOW: GX90S Dimensions 4s60° 1.980° II II - (115.824 mm) ~ (50.292)- 0 290" O (7.366) T 4.500 174.3) ~ 1.100„ @ (27.94) GX90S End-of-Line Resistors + GX90S Mounting Rough-In Box and Run Wiring WIRING NOTES FOR DIAGRAMS AT LEFL• • Each wire run must be bro- ken to provide supervision of signal circuit. • Voltage supplied to remote signal when panel is latched. • Although electrically com- patible, strobe device units are not recommended for use on coded or pulsing sig- naling circuits. • HORN AND STROBE ' POWERED INDEPENDENTLY. NOTE: REMOVE JUMPERS Jl AND J2. k uL GXS Listed ❑I Control ~ Panel Supervised Signal Circuit GXS BLACK End-of-Line Resistorl _7 BLACK GXS Wiring NOTES: • Each wire run must be broken to provide supervision of signal circuit. • Voltage supplied to remote signal when panel is latched. • Although electrically compatible, strobe device units are not recommended for use on coded or pulsing signaling circuits. 0.290° GXS Dimensions (7.366) 1.958" 4.560" (49.733) ~ Mounting ~(115.824mm) gh-In Box ~ Run Wiring 4.500" OO ~O (114.3) ~ ARC1117ECT5' & ENGINEERS' SPECIFICATIONS GX90 Alarm Horn: The alarm horns shall be Gentex model GX90. The appliance shall be listed with Undervvriters Laboratories for use with Fire Protective Signaling Systems and produce a minimum 90 dB at 10 ft(3.048 m). The appliance shall be of solid-state construction and be polarized to operate from 2130 VDC with a 15 milliamp current drain at 24 VDC; and from 10-16 VDC with a 12 milliamp current drain at 12 VDC. The appliance shall be provided with two terminals, and mount to a variety of single-gang backboxes. GX90S Alarm Rorn/Sfrobe: The audible/visual shall be Gentex model GX90S orapproved equivalent, and shall be listed by Undenvriters Laboratories per UL 464, and per UL 1971. The notif cation appliance shall also be listed with the California State Fire Marshal (CSFM) and MEA (NYC). • The notification appliance shall produce a peak sound output of 90 dBA or greater as measured in an anechoic chamber. • The visual signal shall have a 1 Hz flash rate regardless of input voltage. • The notification appliance shall be provided with terminals and be capable of mounting to a 4" (10.16 cm) square backbox or single-gang switch box. GXS Visual Signal: The visual signal shall be the Gentex Model GXS or approved equivalent. The visual appliance shall be listed by Underwriters La6oratories Inc. for use with fire protective signaling systems for the hearing impaired (UL'1971) and be UL listed per UL 1638. • The visual appliance shall be installed in accordance with the appropriate provisions of the Uniform Building Code, National Fire Protection Association, American National Standards, Southem Building Codes, or other applicable federal, state and local requirements. • The visual signal shall be capable of mounting to a single-gang, double-gang or double workbox, or 4" square backbox. • The visual signal shall have a voltage range of 21 - 30 VDC. The visual signal shall have a constant flash rate of 1 Hz, regardless of listed input voltage. DN-5051 - Page 3 of 4 ORDERING INFORMATION m ~ ~ ~a mmm STROBE Rated Current mm Nominal Light Effedive Nominal Model Number Operating Intensity Operating Inrush* Peak peak dB Voltage in Candela Cunent at 10 feet GX90-2R (or W) 12 VDC - (hom 12 mA) - - 90 GX90-4R (or W) 24 VDC - (hom 15 mA) - - 90 ° ME I'MeW . ~~m ~ e.mAAa a__ _ ~w GXS-2-15175WR (or WW) 12 VDC 15 or 75 198 mA 5000 mA' 330 mA 90 GXS-4-15WR (or VJN/) 24 VDC 15 78 mA 114 mA 84 mA 90 GXS-4-151I5WR (or WW) 24 VDC 15 or 75 105 mA 130 mA 110 mA 90 GXS-4-15/75CR (or CW) 24 VDC 15 or 75 120 mA 140 mA 120 mA 90 GXS-4-15175WRZ (or WWZ) 24 VDC 15 or 75 130 mA 490 mA 680 mA 90 GXS-4-30175WR (or WW) 24 VDC 30 or 75 142 mA 120 mA 160 mA 90 GXS-4-110WR (or WW) 24 VDC 110 220 mA 148 mA 240 mA 90 GXS-120-177WR (or VNN) 120 VAC 177 - - - 90 ,.~,-~~'~.,A~''~"~'~'.,a~.m.e.e ~ « GX90S-2-15/75WR (or WW) 12 VDC 15 or 75 198 mA 5000 mA* 330 mA 90 GX90S-4-15WR (or WW) 24 VDC 15 78 mA 114 mA 84 mA 90 GX90S-4-15/75WR (or WW) 24 VDC 15 or 75 105 mA 130 mA 110 mA 90 GX90S-4-15/75CR (or CW) 24 VDC 15 or 75 120 mA 140 mA 120 mA 90 GX90S-4-15f75WRZ (or WWZ) 24 VDC 15 or 75 130 mA 490 mA 680 mA 90 GX90S-4-110WR (or WW) 24 VDC 110 220 mA 148 mA 240 mA 90 NOTES: 'INRUSH CURRENT: for less than 0.2 micro seconds. ALL 12 VDC MODELS operate from 10-16 VDC; ALL 24 VDC MODELS operate from 2130 VDC -20%/+10%. OPERATING TEMPERATURE: 32°F to 120°F (0°C to 49°C). WHEN PLAC/NG AN ORDER: The following letters are used at the end of the model number: "W" (WALL mount), "C" (CEILING mount, 15175 models only); either "R" at end (RED faceplate), or "W" at end (OFF-WHITE faceplate); "Z" (Z- Series synchronized strobe, 15/75 models only) last on applicable models. STROBES ARE WALL-MOUNT ONLY, EXCEPT WHERE NOTED WITH "C" IN THE MODEL NUMBER. Page 4 of 4- DN-5051 J-117 ONOTIFIEW HG/SHG Series 4" Electronic Hprns A Pittway Company Section: Conventional Initiating Devices January 14, 1997 APPLICATIONS The Gentex HG/SHG Series horns are quality electronic signaling devices that offer you both dependable evacua- tion signals and visual alarms or a combination of both by simple terminal wiring. The SHG Series can also be wired to have independent operation of both horn and strobes (see Wiring Diagrams on page 2). This can be simply done by removing two jumper plugs located on circuit board (see installation manual for details). The HG/SHG Series horns are easily field-changeable - from a steady low-frequency alarm signal to a pulsing low- frequency alarm signal - by simply removing a jumper plug. Changing from a steady tone to a pulsing tone does not prevent reverting back to the original tone at a later date. All units are shipped from the factory in the steady alarm mode. The HG/SHG Series horns are designed to be used for both new construction or retrofit projects. They easily mount to 4" electrical boxes or 2-gang outlet work boxes (see back for details). SHG devices are UL 46411971 listed for use with fire protective systems. HG devices are UL 464 listed. HG/ SHG devices are warranted for 2 years from the date of purchase. STANDARD FEATURES • Low-frequency penetrating output. • Low current consumption: 17 mA @ nominal voltage (HG124). • Wide voltage range. • Screw terminals, separate in/out wiring option for both horn and strobe. • Steady or pulsing tone. • Textured finish high-impact plastic faceplate. • Wide variety of mounting options for new construction and retrofit applications. • Supplied with beauty plugs to accommodate a variety of installations. • Strobe maintains constant flash rate (1 per sec.) regard- less of input voltage. • Flush or semi-flush mounting without the need of a trim plate. • 15/75 & 30/75 candela strobe option (SHG12-1575 and SHG24-1575/3075). Meets ADA 4.28.3 requirements. • All 110 cd models exceed requirements of ADA 4.28.3. • UL464/UL19711istedforfireprotectiveservice/signalfor hearing impaired. sL M 9EA (except SHG24-60) 53406 S5405 California State Fire ~r Marshal 7135-569:115 SHG HG ARCNITEC7S' & ENGINEERS' SPECIFICATIONS The alarm signal shall be Gentex model or approved equal and shall be listed by Underwriters' Laboratories for Fire Protective Service for the hearing impaired. The model shall also be listed with the California State Fire Marshal and the Bureau of Standards and Appeals (NYC). The alarm signals shall produce a sound output of 90 dBA or greater peak as measured in an anechoic chamber. The alarm signal shall be capable of changing from a steady tone to pulsing without permanent alteration to the unit. Maximum current consumption at 24 VDC for alarm horn only shall not exceed 17 milliamps and the maximum current consumption for horn/strobe using 15 candela shall not exceed 226 mA @ 12 VDC and 95 mA @ 24 VDC. For those applications requiring the higher candela output strobe with alarm horn, the strobe output shall be 75 candela. The current consumption of the strobe (1575) shall not exceed 93 milliamps @ 24 VDC and 209 mA @ 12 VDC @ 1 Hz, and combined with alarm horn shall not exceed 110 mA @ 24 VDC and 226 mA @ 12 VDC. The alarm signal shall be provided with screw terminals for in-out field wiring, the strobe shall be capabie of opera- tion independently after horn has been silenced. This document is not intentled to be used for installation purposes. We lry to keep our ~SO-9001 product information up-to-0ate and accurate. We cannot cover all specifc applications or anlicipate all requiremenls. All specifca[ions are subject to change without notice. For Engineering and ManufactUfing more infortnation, contact NO7IFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 Qualily Syslem CeAifed to International Standard ISO-9001 Made in ~he U.S.A. ~j~ N OTI FI E R~ 12 Clintonville Road, Northford, Connecticut 06472 AVAILABLE MODELS Operating Flash Light Effective Combined Rated Combined Rated Model Number Voltage RateslMin . Intensity Current at Nominal ` Curr ent at Maximum dB at 70 feet in Candela Opereting Voltage Ope rating Voltage HG124 10 - 30 - - 17 mA 21 mA 100 SHG12-15-1 10 - 16 60 15 130 mA 102 mA 90 SHG12-1575 10 - 16 60 15 (UL 1971) 75 (UL 1638) 252 mA 173 mA 90 SHG24-15-7 21 - 30 60 15 95 mA 90 mA 95 SHG24-1575-W 21 - 30 60 15 (UL 1971) 122 mA 108 mA 95 75 (UL 1638) SHG243075-W 21 - 30 60 30 (UL 1971) 159 mA 135 mA 95 75 (UL 1638) SHG24-1575•C 21 - 30 60 15 (UL 1971) 137 mA 121 mA 95 75 (UL 1638) SHG24-60-W 21 - 30 60 60 137 mA 121 mA 95 SHG24-110-1 21 - 30 60 110 237 mA 200 mA 95 STARTUP 8 PEAK OPER4TING CURRENTS AT 44 VDC: 15 cd units - startup of 114 mA I peak op. of 84 mA. 105 cd units - startup of 130 mA (wall), 140 mA (ceiling) I peak op. of 110 mA (wall), 125 mA (ceiling). 30175 cd units - startup of 120 mA / peak op. of 160 mA. 60 candela units - slartup of 140 mA / peak op. of 125 mA. 110 candel a units - startup of 148 mA / peak op. of 240 mA. OPERATING TEMPERATURE: 32°F - 120°f (0°C - 49°C). WHEN PLACING AN ORDER: Add the foilowing to the end of the model number: "W" (WALL mount), "P" (PLAIN, i.e., no letlering), or "C" (CEILING mount). Also add either " R" (RED faceplate) or "W" (VJHITE faceplate). `Currents listed are at optimal power supply volWge. DO NOT use these calculations far supplylbattery calculations. See InsWction Manual. AOUNTING ° 4" square boxes with brack- o 0 ets 2-1/8" deep minimum. o o ° 4" square metal/nonmetallic a ODq o 00~ o o OD~ o switch/outlet boxes 2-1/8" deep minimum. ° ~p0 ° oQ0 ° ~DO Gangable 2-gang switch/ masonry outletboxes2-1/S" deep minimum. , 0 0 me am o0 mo °o °m 1 WIRING DIAGRAMS A. HG Horn and SHG Series powered in parallel. B. SHG Series with Horn and Strobe powered independently. NOTE: Remove circuit coverhous- ing and remove jumpers 1 and 2. Rep/ace cover and proceed [o wire horn into cirouit. NOTE: Power is supplied to de- vices when control panel is latched. 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N . , . . . ...-..M ~~.u , . . . _'~t . . ~ s , _ ~.„.r.,. ~,.:.._.v, .,.r . . ~ . ..N._ . , , ~ e . a.~ ~ . ~ . ~ ~ . . , . ,w.. . . , . ~ _ ~ ~cs . , . . . .w . . . , . _ . , fi . .t~~-' . _ . . 3. . _ . m . ~ . , . . „ . . . . . . . . . ~ . . .r. . S. . ~..i ~ ~'ra. r. . .x , . F . . : , .i . ..,5 . ~ T . . . - . . „ ~ . N.a}. , k5... . . t , , ~ ",~s x a , ~:a. ~.s. _ . cc'.~ . R1~.,. .iu........~ ,..a . . -Y. . 9 ~w.ti ~ ~ ....x. ~ . S . , .,r...x . . . *ea x . . kt w- .x. . ~ t'a~'a".. .v+ ~.G,~'~.i¢if"~'. 3ro<r~3.. *..n: .r +.w. ~ .i. v_ ri , ~...,......s.~ , n . . . ,^L4 ..w.... ,..tt m n . . v# . . . . . . .r . . . . x, . . ..e . . . T.v. . n. . , , . , + . . . . r ..~z,. .n~°^F`... . : . F , , . ~,t' . ~ , . . . .r . . . ..:~"2 ......,~T~,~....._. . . ,ts..., .:4'£, ..L.... «~.1' ~ ~ ~ -t _ , . . . > , , ~r ~ . _ r-e`~~^.~~,... > e,`v'~.`~ . . w _ , , e ~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 : 8929 Praperty Owner : Property Address : 10050 W 41 ST AVE Phone : Contractor License No. : 17252 Company : Auto.FireGroup,lnc/Code Fire Systems Phone : 425 0698 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 r compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat. idge ordinan , for work under this permit. (OWNER)(CONTRACTOR) a~ DATE J~ZV Description : Fire sprinkler system for Pain Centers of America Construction Value Permit Fee Plan Review Fee Use Tax Total Date : 5/19/99 $18,000.00 $293.25 $0.00 $270.00 $563.25 Use: Electrical License No : Company : Plumbing License No : Company : Mechanical License No Company: Expiration Date : Expiration Date : Expiration Date : Approvai: Approval: Approval: (i) This permit was issuetl in accordance with the provisions set foAh in yopur applica[ion and is subjec[ to the laws of the State of Coloratlo antl to the Zoning Regulations and Building Cotle of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) ihe work authonzetl is not commenced within sixty (60) tlays from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) IFihis 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 antl speciPCatlons and any suspension or abandonment has not exceedetl one (i) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done thatwill change the naturel Flow of water causing a drainage problem. (5) Contractor shall notify ihe Building Inspectortweniy-four (24) houre in advance kr all inspections antl shall receive written approval on inspection cartl before proceediing with successive phases of thejob. (6) The issuance of a permif 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 buil ' codq%RF any other ordinance, law, rule or regulation. Building `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 qPPLICATIo N Property Owner: Property Address : /0450 E Phone : ContractorLicense No. : /725Z Company : Alalm1w.177c CJ~v>o Phone : 472.5-6)65& OWNER/CONTR,4CTOR 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 ali measurements shown, and aliegations . made are accurete; that I liave read and agree to abide by all conditions printed on this application, and that I assume full responsibility f-r complianc -ith the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat ge ordina s, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED ~ ' DATE Jr 11'7// Description : Permit Fee : Use Tax : Total : Use: BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval : Zoning : B~ifd~~g~~omr~en s; Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanicai License No : Company: Company: Company: Expiration Date::,; _ Expiration Date : Expiration Date : Approvai : Approval : Approval : (7) This pertnit was issued in accordance with the provisions set torth in yopur application and is sub'ect ta the Iaws of iheStale ol Colo2tlo antl to the Zoning Regulations and Builtling Cotle of VJheat Ritlge, Colorado or any other applip6le ortlinances of ~e Ciry. (2) This pertnit shall expire if (A) the work authorizetl is not commencetl wiNin sixty (60) Cays from issue date or (e) the building autharized is suspended or ahandonetl for a penod of 720 days. (3) If Nis permit expires, a new permit may he acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the onginal plans antl specificaGOns and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment (4) No vrork of any manner shall be Eone Uiat will change itNe natu2l flow of water wusing a d2lnage problem. . (5) ConVactor shall notify the Building Inspector Rvenry-four (24) hours in atlvance tor all inspections and shall receive wntten approval on inspetGon card hetore . proceediing with successive phases of the job. (6) The issuance of a pertnit or the approval ot tlrewings and specifications shali not be consW ed to be a pertnit for, nor an approval of, any viola6on ot the provisions ot the tiuilding codes or any other ordinance, law, rule or regula6on. . . Chief Building Inspector 12a61F10UsOp10h12vsb3T CODE FIRE SYSTEMS, INC. 4894 VAN GORDON STREET WHEAT RIDGE, COLORADO 80033 HYDRAULIC CALCULATIONS FOR 10050 WEST 41ST AVENUE WHEAT RIDGE, COLORADO DATE: 04-29-99 FILE NO.: PC1 "SECOND FLOOR" (REMOTE AREA NO. 1) -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM/.SQ.FT. AREA OF APPLICATION: 900 SQUARE FEET COVERAGE PER SPRINKLER: 200 SQ. FT, NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 220.0 gpm TOTAL WATER REQUIRED (including hose): 320.0 gpm PRESSURE (@ BOR): 92.0 PSI SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: CODE FIRE SYSTEMS, INC. DESIGN/LAYOUT BY: DLD AUTHORITY HAVING JURISDICTION: WHEAT R IDGE FIRE CONTRACTOR CERTIFICATION NUMBER: 010 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA 12a61F10Us0p10h12vsb3T EQUIVALENT K-FACTOR CALCULATOR PGI, SPr' Node Sprinkler Pipe dia. Pipe Ftgs. Total H-W Equivalent Name K-factor (in) Len.(ft) Len.(ft) coef. K-factor A3 5.60 1.087 4.00 2E 8.00 120 5.41 A4 5.60 1.087 3.00 E 5.00 120 5.48 A5 5.60 1.087 3.00 T 8.00 120 5.41 A6 5.60 1.087 3.00 E 5.00 120 5.48 A7 5.60 1.087 3.00 T 8.00 120 5.41 A8 5.60 1.087 3.00 E 5.00 120 5.48 A9 5.60 1.087 3.50 ET 10.50 120 5.35 12a61F10UsOp10h12vsb3T SPRINKLER SYSTEM HYDRAULIC ANALYSIS , Page 1 Date: 01/01/94 JOB TITLE: 10050 N 41ST AVENUE (SECOND FLOOR) WATER SUPPLY DATA SOURCE NODE TAG TEST STATIC RESID. PRESS. PRESS. @ (PSI) (PSI) 110.0 80.0 FLOW (GPM) 1571.0 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 108.4 320.0 C:\PC1 REQ'D PRESS. (PSI) 94.0 TOTAL FLOW AT SOURCE 320.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 220.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) TEST 0.0 SOURCE 94.0 220.0 A1 23.0 K= 5.60 20.1 25.1 A2 23.0 K= 5.60 22.5 26.5 A3 23.0 K= 5.41 18.5 23.3 A4 23.0 K= 5.48 19.3 24.1 A5 23.0 K= 5.41 25•9 27•5 A6 23.0 K= 5.48 13.3 20.0 A7 23.0 K= 5.41 16.3 21.8 Ag 23.0 K= 5.48 21.0 25.1 A9 23.0 K= 5.35 24.6 26.5 A 23.0 - - - - 20.8 - - - B 23.0 - - - - 14.2 - - - c 23.0 - - - - 22.1 - - - 1 21.0 - - - - 38.2 - - - 2 21.0 - - - - 38.3 - - - 3 21.0 - - - - 39.3 - - - 4 21.0 - - - - 52.8 - - - 5 10.0 - - - - 71.8 - - - ( 2.0 - - - - 79.7 - - - BFP1 2.0 - - - - 79.8 - - - BFP2 2.0 - - - - 90.8 - - - FLG 1.0 - - - - 92.0 - - - lA 23.0 - - - - 30.1 - - - 1B 23.0 - - - - 36.1 - - - 2A 23.0 - - - - 25.3 - - - 2B 23.0 - - - - 32.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 01/0 1/94 JOB T ITLE: 10050 N 41ST AVEN iJE (SEC OND FLOOR) PIPE DATA PZPE TAG Q(GPM) DIA(IN ) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS ) HW(C) ( FT) SUM. NODES ( FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -25.1 1.087 PL 14.00 PF 2.3 A1 23.0 5.6 20.1 25.1 8.7 120 FTG PE 0.0 A2 23.0 5.6 22.5 26.5 0.167 TL 14.00 PV 0.5 Pipe: ~ 2 -51.7 1.087 PL 8.00 PF 7.6 A2 23.0 5.6 22.5 26.5 17.9 120 FTG 2E PE 0.0 lA 23.0 0.0 30.1 0.0 0.634 TL 12.00 PV 2.1 Pipe: 3 -51.7 1.452 PL 39.00 PF 6.0 lA 23.0 0.0 30.1 0.0 10.0 120 FTG PE 0.0 1B 23.0 0.0 36.1 0.0 0.155 TL 39.00 PV 0.7 Pipe: ~ 4 -51.7 1.687 PL 5.00 PF 1.3 1B 23.0 0.0 36.1 0.0 7.4 120 FTG ET PE 0.9 1 21.0 0.0 38.2 0.0 0.074 TL 17.00 PV 0.4 Pipe: 5 -51.7 2.227 PL 2.00 PF 0.0 1 21.0 0.0 38.2 0.0 4.3 120 FTG PE 0.0 2 21.0 0.0 38.3 0.0 0.019 TL 2.00 PV 0.1 Pipe: 6 -23.3 1.087 PL 15.50 PF 2.2 A3 23.0 5.4 18.5 23.3 8.0 120 FTG PE 0.0 A 23.0 0.0 20.8 0.0 0.145 TL 15.50 PV 0.4 Pipe: 7 -24.1 1.087 PL 4.50 PF 1.5 A4 23.0 5.5 19.3 24.1 8.3 120 FTG T PE 0.0 A 23.0 0.0 20.8 0.0 0.154 TL 9.50 PV 0.5 Pipe: 8 -47.3 1.087 PL 8.50 PF 4.6 A 23.0 0.0 20.8 0.0 16.4 120 FTG PE 0.0 2A 23.0 0.0 25.3 0.0 0.539 TL 8.50 PV 1.8 Pipe: 9 -47.3 1.452 PL 4.00 PF 0.5 2A 23.0 0.0 25.3 0.0 9.2 120 FTG PE 0.0 AS 23.0 5.4 25.9 27.5 0.132 TL 4.00 PV 0.6 Pipe: ~ 10 -74.9 1.452 PL 21.00 PF 6.4 A5 23.0 5.4 25.9 27.5 14.5 120 FTG PE 0.0 2B 23.0 0.0 32.3 0.0 0.307 TL 21.00 PV 1.4 Pipe: ~ 11 -74.9 1.687 PL 22.50 PF 5.1 2g 23.0 0.0 32.3 0.0 10.7 120 FTG ET PE 0.9 2 21.0 0.0 38.3 0.0 0.148 TL 34.50 PV 0.8 Pipe: 12 -126.5 2.227 PL 10.50 PF 1.1 2 21.0 0.0 38.3 0.0 10.4 120 FTG PE 0.0 3 21.0 0.0 39.3 0.0 0.101 TL 10.50 PV 0.7 Pipe: 13 -20.0 1.087 PL 3.50 PF 0.9 A6 23.0 5.5 13.3 20.0 6.9 120 FTG T PE 0.0 B 23.0 0.0 14.2 0.0 0.109 TL 8.50 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 01/01J94 JOB TITLE: 10050 N 41ST AVENUE (SECOND FLOOR) PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe- 14 -20.0 1.087 PL 18.50 PF 2.0 g 23.0 0.0 14.2 0.0 6.9 120 FTG PE 0.0 A7 23.0 5.4 16.3 21.8 0.109 TL 18.50 PV 0.3 Pipe: 15 -41.8 1.087 PL 9.50 PF 5.8 A7 23.0 5.4 16.3 21.8 14.5 120 FTG 2E PE 0.0 C 23.0 0.0 22.1 0.0 0.428 TL 13.50 PV 1.4 Pipe: 16 -25.1 1.087 PL 1.50 PF 1.1 A8 23.0 5.5 21.0 25.1 8.7 120 FTG T PE 0.0 c 23.0 0.0 22.1 0.0 0.166 TL 6.50 PV 0.5 Pipe: 17 -66.9 1.452 PL 10.00 PF 2.5 C 23.0 0.0 22.1 0.0 13.0 120 FTG PE 0.0 A9 23.0 5.3 24.6 26.5 0.250 TL 10.00 PV 1.1 Pipe: 18 -93.4 1.687 PL 38.50 PF 13.9 A9 23.0 5.3 24.6 26.5 13.4 120 FTG 2E2T PE 0.9 3 21.0 0.0 39.3 0.0 0.223 TL 62.50 PV 1.2 Pipe: 19 -220.0 2.227 PL 32.00 PF 13.5 3 21.0 0.0 39.3 0.0 18.1 120 FTG T2L PE 0.0 4 21.0 0.0 52.8 0.0 0.281 TL 48.00 PV 2.2 Pipe: ZO -220.0 2.227 PL 34.50 PF 14.2 4 21.0 0.0 52.8 0.0 18.1 120 FTG T2L PE 4.8 5 10.0 0.0 71.8 0.0 0.281 TL 50.50 PV 2.2 Pipe: 21 -220.0 2.731 PL 15.00 PF 4.5 5 10.0 0.0 71.8 0.0 12.0 120 FTG 2TL PE 3.5 6 2.0 0.0 79.7 0.0 0.104 TL 43.00 PV 1.0 Pipe: 22 -220.0 2.731 PL 1.00 PF 0.1 6 2.0 0.0 79.7 0.0 12.0 120 FTG PE 0.0 BFP1 2.0 0.0 79.8 0.0 0.104 TL 1.00 PV 1.0 Pipe: 23 FIXED PRESSURE LOSS DEVICE BFP2 2.0 0.0 90.8 0.0 11.0 psi, 220.0 gpm BFP1 2.0 0.0 79.8 0.0 Pipe• - 24 -220.0 2.469 PL 0.50 PF 0.8 BFP2 2.0 0.0 90.8 0.0 14.7 120 FTG L PE 0.4 FLG 1.0 0.0 92.0 0.0 0.170 TL 4.50 PV 1.5 Pipe: 25 -220.0 4.155 PL 112.00 PF 1.6 FLG 1.0 0.0 92.0 0.0 5.2 140 FTG T2LG PE 0.4 TEST 0.0 SRCE 94.0 (N/A) 0.010 TL 157.22 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 01/01/94 JOB TITLE: 10050 N 41ST AVENUE (SECOND FLOOR) NOTES: (1) Calculations were performed by the HASS 5.7.0 computer program under license no. 416J187 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.126 qpm. (3) Velocity pressures are printed for in£ormation only, and are not used in balancing the system. Maximum water velocity is 18.1 ft/sec at pipe 20. (4) PIPE FITTING5 TABLE Pipe Table Name: STANDARD.PIP YAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/01/94 JOB TITLE: 10050 WATER SUPPLY CURVE 120+ P R E S S u R E ( P S I ) N 41ST AVENUE (SECOND FLOOR) I I I il0*\\\ I 0 I I 100+ ~ X 90+ I ~ 80+ 70+ I I I 60+ I I ~ 50+ ~ ~ ~ 40+ I I I 30+ 20+ LE6END " I ~ X= Required Water Supply " ~ 94.05 psi @ 320.0 gpm " 10+ " ~ 0= Available Water Supply " ~ 108.42 psi @ 320.0 gpm " I " 0++-+---+----+-----+------+--------+--- 400 600 800 1000 1200 1400 FLOW (GPM) Page 5 <-80.0 psi @ 1571 gpm Flow Test Point 1600 1800 2000 12a61F10Us0p10h12vsb3T CODE FIRH SYSTEMS, INC. 4894 VAN GORDON STREET WHEAT RIDGE, COLORADO 80033 HYDRAULIC CALCULATIONS FOR 10050 WEST 41ST AVENUE WHEAT RIDGE, COLORADO DATE: 04-29-99 FILE NO.: PC2 "FIRST FLOOR STORAGE" (REMOTE AREA NO. 2) -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .20 GPM/.SQ.FT. AREA OF APPLICATION: ENTIRE AREA COVERAGE PER SPRINKLER: 120 SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 344.0 gpm TOTAL WATER REQUIRED (including hose): 594.0 gpm PRESSURE (@ BOR): 64.6 PSI SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: CODE FIRE SYSTEMS, INC. DESIGN/LAYOUT BY: DLD AUTHORITY HAVING JURISDICTION: WHEAT R IDGE FIRE CONTRACTOR CERTIFICATION NUMBER: 010 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA Page 1 Date: 01/01/94 JOB TITLE: 10050 N 415T AVENUE (FIRST FLOOR STORAGE) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) TEST 110.0 80.0 1571.0 105.0 594.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL AOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) TEST 0.0 SOURCE 68.7 C:\PC2 REQ'D PRESS. (PSI) 68.7 594.0 GPM 250.0 GPM 0.0 GPM 344.0 GPM DISCHARGE (GPM) 344.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/01/94 JOB TITLE: 10050 N 41ST AVENUE (FIRST FLOOR STORAGE) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) B1 11.0 K= 5.60 34.1 32.7 B2 11.0 K= 5.60 32.2 31.8 B3 11.0 K= 5.60 18.9 24.3 B4 11.0 K= 5.60 20.8 25.6 B5 11.0 R= 5.60 25.2 28.1 B6 11.0 K= 5.60 18.4 24.0 B7 11.0 K= 5.60 20.4 25.3 Bg 11.0 K= 5.60 26.0 28.6 B9 11.0 K= 5.60 29.9 30.6 B10 11.0 K= 5.60 30.9 31.1 B11 11.0 K= 5.60 30.2 30.8 B12 11.0 K= 5.60 31.1 31.2 1T 11.0 - - - - 34.5 - - - 2T 11.0 - - - - 27.0 - - - 3T 11.0 - - - - 27.9 - - - 4T 11.0 - - - - 33.1 - - - 7T 11.0 - - - - 33.3 - - - 1 9.5 - - - - 36.2 - - - 2 9.5 - - - - 36.5 - - - 3 9.5 - - - - 37.3 - - - 4 9.5 - - - - 39.5 - - - 5A 9.5 - - - - 41.3 - - - 6 2.0 - - - - 51.9 - - - 7 9.5 - - - - 39.7 - - - BFP1 2.0 - - - - 52.1 - - - BFP2 2.0 - - - - 63.1 - - - FLG 1.0 - - - - 64.6 - - - Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 01/01/94 JOB TITLE: 10050 N 41ST AVENUE (FIRST FLOOR STORAGE) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) ( FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -32.7 1.687 PL 5.50 PF 0.4 B1 11.0 5.6 34.1 32.7 4.7 120 FTG T PE 0.0 1T 11.0 0.0 34.5 0.0 0.032 TL 13.50 PV 0.1 Pipe: 2 -31.8 1.087 PL 4.00 PF 2.3 B2 11.0 5.6 32.2 31.8 11.0 120 FTG T PE 0.0 1T 11.0 0.0 34.5 0.0 0.257 TL 9.00 PV 0.8 Pipe: 3 -64.4 1.687 PL 1.50 PF 1.1 1T 11.0 0.0 34.5 0.0 9.2 120 FTG T PE 0.6 1 9.5 0.0 36.2 0.0 0.112 TL 9.50 PV 0.6 Pipe: 4 -64.4 2.227 PL 11.00 PF 0.3 1 9.5 0.0 36.2 0.0 5.3 120 FTG PE 0.0 2 9.5 0.0 36.5 0.0 0.029 TL 11.00 PV 0.2 Pipe: 5 -24.3 1.087 PL 8.50 PF 2.0 B3 11.0 5.6 18.9 24.3 8.4 120 FTG 2E PE 0.0 B4 11.0 5.6 20.8 25.6 0.157 TL 12.50 PV 0.5 Pipe: 6 -49.9 1.087 PL 5.50 PF 6.2 B4 11.0 5.6 20.8 25.6 17.2 120 FTG T PE 0.0 2T 11.0 0.0 27.0 0.0 0.593 TL 10.50 PV 2.0 Pipe: 7 -28.1 1.087 PL 4.00 PF 1.8 B5 11.0 5.6 25.2 28.1 9.7 120 FTG T PE 0.0 2T 11.0 0.0 27.0 0.0 0.205 TL 9.00 PV 0.6 Pipe: 8 -78.0 1.087 PL 1.50 PF 8.8 2T 11.0 0.0 27.0 0.0 27.0 120 FTG T PE 0.6 2 9.5 0.0 36.5 0.0 1.356 TL 6.50 PV 4.9 Pipe: 9 -142.4 2.227 PL 6.50 PF 0.8 2 9.5 0.0 36.5 0.0 11.7 120 FTG PE 0.0 3 9.5 0.0 37.3 0.0 0.126 TL 6.50 PV 0.9 Pipe: 10 -24.0 1.087 PL 9.00 PF 2.0 B6 11.0 5.6 18.4 24.0 8.3 120 FTG 2E PE 0.0 B7 11.0 5.6 20.4 25.3 0.153 TL 13.00 PV 0.5 Pipe: 11 -49.3 1.087 PL 8.00 PF 7.5 B7 11.0 5.6 20.4 25.3 17.0 120 FTG T PE 0.0 3T 11.0 0.0 27.9 0.0 0.560 TL 13.00 PV 2.0 Pipe: 12 -28.6 1.087 PL 4.00 PF 1.9 B8 11.0 5.6 26.0 28.6 9.9 120 FTG T PE 0.0 3T 11.0 0.0 27.9 0.0 0.211 TL 9.00 PV 0.7 Pipe: 13 -77.8 1.087 PL 1.50 PF 8.8 3T 11.0 0.0 27.9 0.0 26.9 120 FTG T PE 0.6 3 9.5 0.0 37.3 0.0 1.351 TL 6.50 PV 4.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/01/94 JOB TITLE: 10050 N 41ST AVENUE (FIRST FLOOR STORAGE) PIPE DATA (cont.) PIPE TAG END ELEV. NOZ NODES (FT) (K) Pipe: 14 Pipe: 15 B9 11.0 4T 11.0 Pipe: 16 B10 11.0 4T 11.0 3 9.5 5A 9.5 Pipe: 17 4T 11.0 4 9.5 Pipe: 18 4 9.5 7 9.5 Pipe: 19 B11 11.0 7T 11.0 Pipe: 20 B12 11.0 7T 11.0 Pipe: 21 7T 11.0 7 9.5 Pipe: 22 7 9.5 5A 9.5 Pipe: 23 SA 9.5 6 2.0 Pipe: 24 6 2.0 BFP1 2.0 Pipe: 25 BFP2 2.0 BFP1 2.0 Pipe: 26 BFP2 2.0 FLG 1.0 Page 4 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) ( FT) SUM. (PSI) (GPM) F .L./FT (PSI) -220.2 2.227 PL 4.00 PF 3.9 37.3 0.0 18.1 120 FTG T PE 0.0 41.3 0.0 0.282 TL 14.00 PV 2.2 -30.6 1.087 PL 8.00 PF 3.1 29.9 30.6 10.6 120 FTG T PE 0.0 33.1 0.0 0.241 TL 13.00 PV 0.8 -31.1 1.087 PL 4.00 PF 2.2 30.9 31.1 10.8 120 FTG T PE 0.0 33.1 0.0 0.248 TL 9.00 PV 0.8 -61.8 1.087 PL 1.50 PF 5.7 33.1 0.0 21.3 120 FTG T PE 0.6 39.5 0.0 0.881 TL 6.50 PV 3.1 -61.8 2.227 PL 10.00 PF 0.3 39.5 0.0 5.1 120 FTG PE 0.0 39.7 0.0 0.027 TL 10.00 PV 0.2 -30.8 1.087 PL 8.00 PF 3.2 30.2 30.8 10.6 120 FTG T PE 0.0 33.3 0.0 0.243 TL 13.00 PV 0.8 -31.2 1.087 PL 4.00 PF 2.2 31.1 31.2 10.8 120 FTG T YE 0.0 33.3 0.0 0.249 TL 9.00 PV 0.8 -62.0 1.087 PL 1.50 PF 5.8 33.3 0.0 21.4 120 FTG T PE 0.6 39.7 0.0 0.887 TL 6.50 PV 3.1 -123.7 2.227 PL 6.00 PF 1.5 39.7 0.0 10.2 120 FTG T PE 0.0 41.3 0.0 0.097 TL 16.00 PV 0.7 -344.0 2.731 PL 15.00 PF 7.9 41.3 0.0 18.8 120 FTG TL PE 3.2 51.9 0.0 0.238 TL 31.00 PV 2.9 -344.0 2.731 PL 1.00 PF 0.2 51.9 0.0 18.8 120 FTG PE O.C 52.1 0.0 0.238 TL 1.00 PV 2.9 FIXED PRESSURE LOSS DEVICE 63.1 0.0 11.0 psi, 3 44.0 gpm 52.1 0.0 0.0 0.0 5.6 0.0 5.6 0.0 0.0 0.0 0.0 0.0 5.6 0.0 5.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -344.0 2.731 PL 0.50 PF 1.1 0.0 63.1 0.0 18.8 120 FTG L PE 0.4 0.0 64.6 0.0 0.238 TL 4.50 PV 2.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 01/01/94 JOB TITLE: 10050 N 41ST AVENUE (FIRST FLOOR STORAGE) PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 -344.0 4.155 PL 112.00 PF 3.6 FLG 1.0 0.0 64.6 0.0 8.1 140 FTG T2LG PE 0.4 TEST 0.0 SRCE 68.7 (N/A) 0.023 TL 157.22 PV 0.4 NOTES: (1) Calculations were performed by the HASS 5.7.0 computer program under license no. 4163187 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.122 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water veloc ity is 27.0 ft/sec at pipe 8. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/01/94 JOB TITLE: 10050 N 41ST AVENUE (FIRST FLOOR STORAGE) WATER SUPPLY CURVE 120+ I I I 110*\\\ I I i ioo+ 90+ P 80+ R ~ E ~ S I S 70+ U I R ~ E I 60+ ( I P ~ S ~ I 50+ ) I 40+ I I I \ x 30+ i I 20+ LEGEND Page 6 * <-80.0 psi @ 1571 gpm Flow Test Point ~ ~ X= Required Water Supply " ~ 68.71 psi @ 594.0 gpm " 10+ ~ 0= Available Water Supply " ~ 105.04 psi @ 594.0 gpm " 0 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) 2000 CODE FIItE SYSTEMS, INC. 4894 VAN GORDON STREET WHEAT RIDGE, COLORADO 80033 PRODUCT SUBMITfALS FOR: 10050 WEST 41ST AVENUE WHEAT RIDGE, COLORADO SPRINKLERS: CENTRAL: GB-QR UPRIGHT AND RECESSED CENTRAL: H SIDEWALL PIPE: AMERICAN TUBE: SCHEDULE 10 AMERICAN TUBE: DYNA-THREAD AND BLT FITTINGS: STOCKHAM: CAST II20N FTI'ITNGS CENTRAL: GROOVED FITTINGS VALVES: CENTRAI.: CHECK VALVE HANGERS: TOLCO: ALL THREAD ROD TOLCO: HANGER RINGS TOLCO: TOP BEAM CLAMP5 ELECTRICAL: SYSTEM SENSOR: TAMI'EA SWITCH FOR OS&Y POTTER: FLOW SWiTCH MISCELLANEOUS: GUARDIAN: FIRE DEPART'MENT CONNECTION AMES: MOD. 400055 REDUCED PRESSURE BACKFLOW CENTRAL: SIGNS CENTRAL: SPARE HEAD CABINET Response Upright, Pendent, Recessed Pendent, Sidewall & Recessed Sidewall Glass Buib Automatic Sprinklers Product Description The Central Model G8-QR Automatic Sprinklers embrace lhe ultimate In advancad design features. They Incorporate the latest In gfass bulb technology, which resuit in a much smaller, more attractive sprinkler. The operating mechanism consisls of a liquid-filled 3 mm diameter frangibie capsule that is only 2.0 cm in length. The Model GB-QR Automatic Sprinklers are intended for Instailation in accordance with curtent NFPA Standards. They are available in 1/2' and 7116' orifice sizes and 1550F,175°F,200°F and 250°F temperature ratings. The Model GB-oR Technical Data Spdnkiers are availabie with two standard fnishes, brass or chrome plated and wilh lwo coaUngs, biack or white, with addftlonal y.: special painted finishes available upon request. ~The Model GB-QR Pendent is Listed as 'N recessed quick response with Factory Mutuai when using a speclal reeessed escatcheon. Make sure to order the correct recessed escutcheon when Factory Mutual approval is required. The part numbers are 3071 ior chrome , 3072 for bright brass, 3070 brushed brass, 3075 off white, 3073 white, 3074 biack. This escutcheon (s not ,{,.,-;~~t. . needed to maintain a quick response Lisling at I.I.L. Operetion: The glass bulb capsuie AV operating mechanism contains a heat- • y,~„ sensitive liquid that expands upon application of heaL Upon reaching lhe rated temperature, lhe (rangible capsule ruptures there by re leasing t he ori fice s,i4"~i d' x 4rs+.s The sprinkier then discharges water in pre-designed spray pattem to control or ~~__s extin9uish the fire. .✓t~...,ya_......r.... Standard Applications The Model GB-QR Automatic Sprinklers are intended for standard area cover- ages, and flow and pressure requlrements as specified in current NFPA Stan- dards for Qu(ck Response Automatic Sprinklers. .r7~3'2V~ , iCT~ rS j ~ •a~l.~ ~ . ~ .a ~,s;~ ' r : Modei & Defiector Style Or(ftce and K-Factor Tempereture Rating Approved Escutcheon Standard Flnishest Approvals Thread Stze (NP'n ~ GBAR 1/2'.5.6 155°F/68°C WA Bress U.L il,G' a Upright 7/16',4S 175°Fl79°C ChromePlated U.L.C. ~ s, j . ~ar_r. : f>•~ 200°17l93°C F.M. : f"` . l 250°F/121°C GBAR P d t 1/2',5.6 7116' 4 5 155°17/68°C 175°Fl79°C Model GB-ResJQR Brau ChmmePlated U.L U.L.C. 112' ~ ~ ~ en en . , 200°F/93°C ° ° 'Recessed F.M." ~ C~'.` Y A 250 FI127 C . ~ GB-0R 12',5.6 1550Fl680C Model Brass I.I.L. 72' Sidewall 775°F/79°C G8-ResJoR ChromePlated U.LC. ' 200°F/93°C Recessed F.M. 250°F/121°C - t Whife, black and alJ-white available upon request. • Maximum working pressure: 775p.s.i. • Factory HydraTest:700%0 SOOp.s.i. ' RecessedPendenf is U.L. Lrstedlor 155°F/68°C only. F.M. Approval is for 112"only and does nof include painted versions. Fara«nil wrcinn<mncf rrca a enori~l mro«<il wceutchE0l1. ; :i LLk f~ :x.r:, . . Figure 1- Model GB-QR Recessed Pendent ~ • ~ P I I . GB Ree/OR RECESSED FACE OF REDUCINp E9CUTCH e. COVPLING yd' MAX. 3/8' MIN. ~y FINISHED Z. CEILiNp- ~ ye. {I UNE MAX. I I P MIN. 1 13/16' 27/8' 'Support cup wilh FM Approval has slots In the face, lhe standard U.L version does not. Figure 2- Model GB-QR Pendent Figure 3- Model GB-QR Upright Note: Central's Model 65 or 401 escutcheon may be used. When using Centrel's Modei 65 escutcheon, lace of R.C. lo protrude 1/8' t 1/16' beyond linished wall line. ~ ~ wd' Figure 4- Model GB-QR Recessed Sidewall FACE OF ' REOUC~NG 3~a• MqX. i FlNISHEO COUPIJN(? ye'MIN. WALL IINE $UPPOHT CIIP i z ~re• t tvie- . . ~ , ~ ~ GB FealOfl PECESSED ESCUTCHEON ~n IN Mo. Design IN Data The Modei GB-QR Aulomatic Sprin- klers are intended for standard area coverages and flow and pressure re- quirements as specified in current NFPA Standards for quick response sprinklers. Installation All Central Model GB-QR Automatic Sprinklers must be installed according to current NFPA Standards. Deviations from these requirements and standards or any alteration to the sprinkier itselt wili 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 properiy sized to ensure the minimum required fiow rate at the sprinkier. Check for the proper model, style, orifice size, and temperature rating prior to installation. Instali sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon compietion of the instailation, 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 reinstali. Installation Sequence Note: Use the Combination Wrench For Upright Sprlnklers and the GB Sprinkler Wrench For Pendent and Sidewall Sprinklers. Step 1. The unit must be instalied in the upright position for the upright style sprinklers or in the pendent position for pendent sprinklers, and in the sidewall position for sidewall sprinklers. Step 2. Use only a non-hardening pipe joint compound or Tefion' tape. Apply only to male threads. Step 3. Instail the sprinkler according to the dimensions shown in the installation diagrams on pages two and three of this technical bulietin. For recessed - . . . . - ..__1 r,.... Figure 5- Modei GB-QR Sidewall Combinatian Wrench (Part #1106) (For Upright Sprinklers) GB Sprinkler Wrench (Part #1099) (For Pendent & Sidewall Sprinklers) applications, do not use the push-on escutcheon plate to hoid the unit in position. The sprinkler will only (unction properly when anchored to the building structure. Step 4. Hand tighten the sprinkler into the fitting. Then use a Central Universal Wrench for pendent sprinklers, and a Central Combination Wrench for upright and sidewail sprinklers, to tighten the unit into the fitting. A leak-tight joint requires oniy 7 to 14 it. Ibs. of torque; a tangential force of 14 to 28 Ibs. delivered through a 6" handle wili deliver adequate torque. Torque levels over 21 it: ibs. may distort the orifice seal, resulting in leakage. Caution: Special care must be taken when Installing sprinklers with a CPVC system. Sprlnklers must be • installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can lmpair proper sprinkler operation. Care & 111faintelran[e Sprinklers must be handied carefully. They must not be transported or stored where amhient temperature may exceed 100°17/38°C. For best results, store them in a cool, dry location in the original shipping package. Do not install sprinklers that have been dropped or visi6ly damaged. Sprinklers must never be painted, coated, piated, or aitered in any otfier way from manufactured condition or they may not function properiy. Any sprinklers altered in such manner must be replaced. The owner is responsibie for the proper operating condition of ail fire protection devices and accessories. 07996 Central Sprinkler Company Printed in U.S.A. The NFPA standard 25 enlitled, "Inspection, Testing and Maintenance o(Water-Based Fire Protection Systems", contains guidelines and minimum maintenance requirements. Furthertnore, the local Authority Navirtg Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. it is recommended that sprinkler systems be inspected reguiarly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhiblting corrosion or damage; aiways use new sprinklers of the same type and tempera[ure rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing shouid he hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additionai sprinklers may need to be instailed to maintain the protection levei. Do not attempt to replace sprinkiers without first removing the fire protection system from service. Be certain to secure permission from ali Authorities Having Jurisdiction, and notity all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to your system operating guide and valve instructions. CENTRAL Central Sprinkier Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the recommended sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activalion should be returned to service immediately. Inspecl the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrasive elements o( combustion or excessive temperatures should be inspected, and repiaced if need be. The Authority Having Jurisdiction wili detaii minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company wiil 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 io the current Price List for turther details of the warranty. Ordering Information Ordering Information: When placing an order, indicate the full product name. Piease specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Avaitability and Servfce: Central sprinklers, valves, accessories, and other products are availabie through- out the U.S. and Canada, and Intemationally, through a network of Central Sprinkier distribution centers. You may write directly to Central Sprinkler Company, or call 215-362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Tabie: 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/cmz 1 U.S. galion = 3.785 dm' = 3.785 liters Conversions are approximate. GB-Oa.a Sidewall Sprinkler-H Horizontal Sidewall Automatic Sprinkler Manufactured by: Centraf 451 North Cannon Avenua wm~ Company 19448 are no protruding elements Product extending beyond the sprinkler Description frame. Technical The Central Model H Horizontal Sidewall Sprinklers are designed with special deflectors that discharge most of the water away from the nearby wall in a quarter-semispherical pattern with a limited portion of the discharge directed toward the wall behind the sprinkler. They embrace the ultimate in aesthetic appeal and , advanced design features via ~ incorporation of a unique center strut design, whlch results in a smatler, more attractive sprinkler than those manufactured with a more traditional design approach. The Model H Horizontal Sidewall Sprinklers are intended for installation in accordance with current NFPA 13. They are ideally suited for use in churches, clubs, schools, hospitals, offices, restaurants, auditoriums, retail stores and similar occupancies. They are available in a wide variety of orifice sizes, temperature ratings, finishes and corrosion resistant coatings. Data Model: H Style: Horizontal Sidewall Orifice Size and K-Factor: 'le" (9.5 mm) 2.6 (37.5 meMc) 1/4" (77.0 mm) 4.2 (60.6 metric) 'lz' (72.7mm) 5.6 (80.8 metric) Thread Size: '/z" (75 mm) N.P.T. Temp. Rating & Frame Arm Color: 165°F/74°C uncolored or black 212°F/100°C white 286017/1410C blue Note: Color identification is not required for plated sprinklers. Approvals: U.L., U.L.C.,'F.M. , M.E.A. (375-75-SA) (*'lz"(1z7mm) or'tfice only) Standard Finishes: brass, chrome Decorative Finishes: black, white, off-white (U.L. Only) Corrosion-Resistant Coatings: wax, lead, wax-over-lead (see tabular information on page 3) Maximum Working Pressure: 175 psi (12.1 bar) Factory Hydro Test: 100% at 500 psi (34.5 bar) Pintle: on deflector for 31e'(9.emm) and 'l,s'(t t.o mm)orifice. Length: 27/e" (73 mm) Width: Operation: A fusible alloy is sealed into a bronze center strut by a stainless steel ball. When the alloy melts at its rated temperature, the ball is forced upward into the center strut releasing the two ejectors and operating the sprinkler. Unlike most other sprinkler designs, the alloy is not exposed to atmospheric ~ conditions that could affeet its proper functioning. It is also less susceptible to mechanical damage since there Frame Arms: 11/2" (38 mm) Deflector: 19/1e" (39.7mm) Weight: 3.1 oz.(88grams) 31811 9 7/1611 g 1/211 (9.5mm, i i .Omm,12.7mm Orifice Horizontal Sidewall Automatic Sprinkler No. 1•4.0 Old Cat. No. 2-15.0 Figure 1 Model H Horizontal Sidewali Sprinkler 1K*H{ Combination Sprinkler Wrench (Part #11 .~J~ Technical Data ~ U.L. Approvals Temperature Rating Orifice Size Corrosion-Resistant Coating 165°F/740C 3/e", 7/1e",1/2"(9.5mm, 17.Omm,12.7mm) Lead, Wax, Wax-Over-Lead 212017/1000C 3/e", 7l,e",112"(9.5mm, 11.0mm,12.7mm) Lead, Wax, Wax-Over Lead 286°F'/141°C '/e", 7l1e",112°(9,5mm, 11.0mm,72.7mm) Lead, Wax, Wax-Over Lead • Listed as high temperature, wax coated for Installatlon where maximum ambient ceiling temperature does not exceed 1500F. F.M. Approvals Temperature Rating (°F) Orifice Size Corrosion-Resistant Coating 165°F/740C 112"(12.7mm) Lead 212°F/100°C '12"(12.7mm) Lead 286°F/141 °C '1z"(72.7mm) Lead Design Reauirements - Standard Applications The Model H Horizontal Sidewali Sprinklers are intended for standard area coverages and standard flow and pressure requirements as specified in current NFPA 13. The3/e"(9.5mm) and'/,e"(tt.omm)orifice sprinklers are U.L. and U.L.C. Listed for installation in light hazard occupancies only. These sizes are not F.M. or M.E.A. Approved. The'/z"(12.7 mm) orifice sprinkler is U.L. and U.L.C. Listed and M.E.A. Approved for instailation in light or ordinary hazard occupancies only. It is F.M. Approved for installation in light hazard occupancies oniy. The Model H Horizontal Sidewail Sprinklers must be installed with the deflector from 4"(101.6 mm) to 6"(152.4 mm) below ceilings and not more than 6"(752.4 mm) away from the wall or lintel surface through which they are mounted, "unless special construction arrangements make a different position advisable for prompt operation and effective distribution" (see NFPn is). There is no maximum ceiling height limitation for multiple sprinkler installations, when utilizing the Modei H Horizontai Sidewall Sprinklers. 13 Installation All Central sprinklers must be installed according to current NFPA 13 standards. 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. Refer to the Central Bulietins on the Model H-1 Dry Horizontal Sidewall Sprinklers for use in dry pipe sprinkler instaliations. 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 reinstaii. Installation Sequence Step 1. The unit must be installed in the horizontal position. Step 2. Use only a non-hardening pipe joint compound or Teflon' tape. Apply oniy to the maie threads. Step 3. Hand tighten the sprinkler into the fitting. Then use a Central Combination Wrench to tighten the unit into the fitting. A leak-tight Joint requires only 7-14 ft-Ibs.(s.i to 19.0 Nm) of torque; a tangential force of 14-28 ibs.(sz.s to 124.5 N) delivered through a 6" (ieo mm) handle wiii deliver adequatetorque. Torque levels over 21 ft-Ibs.(za.s Nm) may distort the orifice seal, resulting in leakage. CAUTION: Do not "wrench" or turn the deflector, as this action may damage the sprinkler and cause it to leak under pressure. ' Teflon is a trndemark of ihe OuPOnt Corp. Care & Maintenance Sprinkiers must be handled carefully. They must not be transpoRed or stored where ambient temperatures may exceed 100°F/ 380C. For best results, store them in a dry, cool location in the original shipping package. Do not instali sprinkiers that have been dropped or visibiy damaged. Sprinklers must never be painted, coated, plated or altered in any other way from manufactured condition or they may not function properly. Any sprinklers aitered in such a manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA Standard 25 entitled, "Inspection, Testing and Maintenance of Water-Based Fire Protection Systems" ; contains guidelines and minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water suppiy and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the 01998 Central Sprinkler Company Printed in U.S.A. event that construction has altered the original configuration, additional sprinkiers should be instailed to maintain the protection level. Do not attempt to replace sprinkiers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinkiers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if needed. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Centrat Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. CENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 79446 PHONE (215) 362-0700 FAX (215) 362-5385 Ordering Information Ordering Information: When piacing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada; and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company or call 500-523- 6512 for the distributor nearest you. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m I 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cmz 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. H.1 / AMERICAN TUf3E & PIPE COMRANY FIRE SPRINKLER PIPE TECHNICAL DATA CHART ~ ~ TJ' ~ ~ , n , ~ ~ DYNA-FLOW° ASTM A-795 - ORIGINAL hiIGH STRENGTH STEEL SCH. 10 REPLACEMENT, EXCELLENT HYDRAULICS _ 1.197 .791 1.28 91 1,512 1,728 1,800 1.542 1.008 1.82 61 1,291 1,476 1,537 1'/2" 1.752 1.404 2.45 61 1,799 2,111 2,141 2^' 2227 1.769 3.46 37 1,375 1,613 1,636 2'/Z' 2.731 2.357 4.90 19 940 1,075 1,120 3" 3.340 3.268 7.07 19 1,304 1,490 1,552 4" 4.328 4.327 10.72 19 1,726 1,973 2,005 6" 6.403 7.714 21.70 10 1,620 N/A N/A DYNA-THREADI ASTM A-135 - SCHEDULE 40 REPLACEMENT- SAME CRR (1.00), BETTER HYDRAULICS 1.087 1.327 1.73 61 1,700 1,943 2,024 1.416 1.854 2.54 37 1,441 1,646 1,715_ 1.650 2.292 3.22 37 1,781 2,035 2,120 2" 2.115 3.047 4.57 19 1,216 1,389 1,447 8LT° ASTM A-135 - BLACK LIGHTWALL THREADABLE; ECONOMICAL, WELDABLE, SUPERIOR HYDRAULICS 1.104 1.19 1.61 91 2,274 2,599 2,707 1'!," 1.452 1.53 2.25 61 1,960 2,240 2,333 11/2" 1.687 1.87 2.84 61 2,395 2,738 2,852 2" 2.154 2.48 4.06 37 1,927 2,202 2,294 SCHEDULE 40 ASTM A-135, A-795 - STANDARD WEIGHT PIPE; ULIFM APPROVED; CLEAN, DUFiABLE COATING 1" 1.049 1.68 2.05 61 2,152 2,460 2,562 11/," 1.380 2.27 2.93 37 1,764 2,016 2,100 1.610 2.72 3.61 37 2,113 2,415 2.516 2" 2.067 3.65 5.13 19 1,456 1,664 1,734 SCHEDULE 10 ASTM A-135, A-795 - LIGHT WEIGHT PIPE; ULfFM APPROVED ; CLEAN, DURABLE COATING 1'/q° 1.442 1.81 2.52 61 2,319 2,664 2,760 1'/Z" 1.682 2.08 3.04 61 2,664 3,045 3,172 2" 2.157 2.64 422 37 2,051 2,344 2,442 2'/Z" 2.635 3.53 5.89 19 1,408 . 1,610 1,677 3" 3.260 4.33 7.94 19 1,728 1,975 2,057 4" 4.260 5.61 11.78 19 2,238 2,558 2,665 6" 6.357 9.29 23.03 10 1,951 2,230 _ N/A 8" 8.249 16.49 40.15 7 2,490 N/A N/A .~I..,,, n?r-Fn is DES GN:" CAST tRONAUGS, BUSHING_S AND LOCKNUTS Plug designs offered are square head, countersunl< and bar type. Plugs, bushings and locl<ntils are furnisfied at our option in cast iron, malleable iron or sleel. Plugs and bushings are tlireaded with taper pipe threads con(orming to ANSI/ASME 13120.1, except sizes of outside hexagon bushfngs where exiernal thread lengths are shorter than required by this standard. These bushings are threaded sligiiily large in accordance wilh ANSI B16.14 to prevent interference of the bushing head wfien making up ihe joint. Locknuts have straight pipe threads in accordance witli ANSI/ ASME B1.20.1. MARKING For identification, eacli fitting manufactured by Stocl<liam fias tlie name Stockham" or registered trademark. Class 125 ihreaded fittings are generally referred to as "standard" fittings and have no pressure class marl<ings. Class 250 fittings are marked "250." Each flange and ffange fitting is marl<ed wilh the saturated steam pressure rating. SPECIALS In addilion to catalog listings, numerous sizes and types of addilionai patterns are available and can be supplied on spectal order. TESTING AND INSPECTION Slrict metallurgical controf, sound founclry tech- niques, and accurate machining assure the best in material and workmanship. Threads are constantly checked for proper alignment and deptli. , . . . __.~...w.__. FINISH Threadecl fittings are furnisfied blacl< (uncoated) or zinc coated. Fianged fittings are nonnally blacl< (uncoaled) or zinc coaled. They inay be tarred or painted on special order. Zinc coated ilems may be hot dip gaivanized or electro zinc plated at rnanufaclurer's opUon. PACKAGING Por convenience in warehouse handling, lhreaded fitlinys are shipped in corrugated cardboard containers. Flanged fittings are generally shipped loose or may be palietized. WEIGHTS AND DIMENSIONS Weiylils (pounds) and dimensions (inches) are listed on the following pages beside eacii item. Dimensions are for estimating purposes only and are subjecl lo cliange wllhout notice. UNDERWRITEFlS LISTED AND FACTORY MUTUAL APP(iOVED Stockham Class125 threaded cast iron fittings are listed bjr Underwrilers Laboratories, Incorporaled, the UL Marlc for Canada and Factory Mutual Approved. Eibows, tees, and reducers are included in sizes 1/4" tlirough 8" tor sprinkier service listing. Also listed are Classes 125 and 250 flanged fiitings. Ft LISTED FM ct penortnance accrompanying Ihis broAd Iine has enabied Stockham lo gefn Ils QUALlTY MANAGEMENT Stockham is committed to a philosophy of totai yuality management. It begins wilh design, to com- ply wilh pertinent MSS and ANSI Slandards. Continuous improvement is applied in a process lo improve materfais and services to meet or exceed customer needs. Stockham complies with ISO 9001, EN 29001 and ANSI/ASQC Q91 and is cer.tified by Lloyd's Register Quality Assurance (LRQA). MATERIALS The material used in tlie manufacture of Stockham cast iron filtings conforms to the American Society for Testing and Materials Specification A126 Cast Gray iron. It is tul(y described fn the Technicai Data Bookiet. RATED WORKING PRESSURES Clasa 125 Cast Iron Threaded Flttinge (ANSI Stendard 878.4) 200 165 I 250 150 300 . 140 350 125 Clavs 125 and 250 Ceat Iron Flanged Fitlinge (ANSI9lenderd B1B.7) TRMP911ATUA[6 DEd1iEE8 F WORKINO PRE69VIf E~9 NON6I~IOCK PSIO ~§S~0 zes 1-12 i •zo io is o 2~ 460 2zs T aao 2~ 415 275 395 ~ 375 5 325 155 355. 3m' 150 ~5 375 745 315 4002 140 290 425 130 270 450 125 250 "753"F (Max)'to relled Iha tamperalure of saluraled sleem al f25 PSIG. *40CF (Max)' lo relled ple lemperalure of saluraled sleam a1250 PSIO. Tha lemperelura slrown lar corresponding reling Is Ilie lempernlure of Iha prassure conlalning yiell of Ihe cromponenl. In general. Ilds tempera- Iure Is Ihe same as ihal of Ne conlein¢d Iiuld. Inlernal pressures greal , enough Iv bursl caslings pn be develaped during Ihe lotmailon of Ice. , Fillinys should be protecled sa thal conlained medla does nol treeze. an DESIGN: CAST IRON TI•fllE/1DED FITTINGS-CLASS 125 Stockham cast iron tlireaded filtings are rnanufactured according lo ANSI Slandard B16.4. Materials used in cast iron fitlings meet the specifications of ASTM A126 Class A. Since gray cast iron has littie ductility, excessive hammering or shock could cause fitting failure. Tlie use of maileable fitlings is suygesled under tliese conditions. Accurately aliyned chamfered threads enable Stockham fittings to mal<e up easily witli tigl}t joints and stralght lines. Fillings are tfireaded with ANSI/ASME Standard Taper Pipe Threads B1.20.1. DESIGN: CAST IRON FLANGES AND FLANGED Fl7?INGS, CLASSES 125 and 250. Stockham manufaclures Classes 125 and 250 cast iron flanged tittings and fianges con(orming io ANSI Standard 8 16.1 and materials compiy with ASTM A126 Class B. The bolt holes are driiled in mullipies of (our, enabling the fittings to be rotated in any quadrant. Flanged joinls are easily assembied and disassembled. Flanged fillings can be furnished with bosses and tapped drains. The standard locatlons are shown in llie Technical Data Booklet. Orders for special drilling and tapping should be accompanied hy a sl<etch indicating the special detaiis involved. 102 120 131 See page 2 for pressu C'~" "-T ---i. ture ngs a H . -~-r~-- 90" ELBOWS_ nFrnucnar.. r.ir ino SRE WOL A B G !I 1 x .9 17. 1'hn "l,. 'b 7 X 'h .7 I'/. 1'6 'Le 1'/. z 1 1.4 1"he I"/'e $ 1 I'/: z 1 1.7 I'b I"L. "In IYn I'/x x'h 1.4 I'h 1114 "he I'/ie ~ d 9,- A~~ C _A C 1_ ' l 45° ELBOWS • FIG .120 m 's K ~ A c k- c _ t , . rees • FIr,_ 1 -11 ~ 'l. °/u 1 Yu s R 14~ t'h 2'6e 19 n 3"I'l 2"Gn 41 90° ELBOWS • FIG.101 i Fire Rrotec.tian EquipNxient Subrnilta1 Slieet . . This dacutnent is a submlllal shoel coveiiny yrooved and thteaded Ilre piolecllon plpliiy proJuc(s. ntl checl<ed boxes aia inlended 1o t~e Su6mitled py; used on Ihe proJecl Uate Subin111ed: by - . ' npprvveJ By:---------- conli c~clor. valB App1 UV8f1: :i MenufacWred by: CantrAl S vinic, Inc., n SubslJiflz y ot Cenhal SpOnlcior Co. 401 Mailh CNtnon /~vonuo, ~otrednlo. rminaylvmiin iB448 • ~ Grooved Coupiiuys ❑ 705 Li41il U 722 GrooveJ Welghl ~ Oullol. ~ Coupling ; i i ❑ 709 771 Swny Aw0y ~ OrooveJ Couplhig fleducing , Coupiing U 772 Suiler Swny/lway ❑ 707 Courylhig SlendnrJ ~ Covpllag L,] A i Flflngn ❑ 720 Tlneaded ~ r Oullol ' . II Ductile Iron Threaded Fittings ❑ 011 80• Elbow ❑ 8 12 90° tlad. Eibow ❑ B 13 45" EI6ow ~ ❑ 914 Tee or ❑ 015 Fteducing lee ~ 016 Fleduc(ng ~ CoUplinq r. - ' U ato coupnng U 820 Cfl(1 ~ ❑ 825 ExtonSian Plece ~ ~ Urooved Fittings U I 10 !iU" ~ Flbow i U III.IS' ~ Elliow ~ L] 12U Icv (J 121 ' flnduclny ~ 'Ibe - . C9woveJ U I . ~ . rloducor 1=j roo cn„ ~ U 75U Adnr,np ~ Weided Outlets U 82711ex U 701300 Ib iRmooi 6ushing ~ WeiJed Uullel i ((IIfP.~(lCfi~ . U 83U 13iass Seal Unbn ~ u 702 3U0 Ib ; W elded ~ . Uutlel N Z j~' xt..~ , tl AWWA T~O~ i ~3~.~~. ~ wf . '101-1orizonta! oi- Vei-tical ! . Grooved Enci ' ~ : Swing Check Valves (250 psi) Manufaclui~ed by: CenU aI Spi lnlder Comppny ~ 461 Notth Cannon nvaiive, LansJala, I`ennsylvanla 1844C, - - ; , D t~ ~ The Model 90 Checic VaIves are altraclive, compac(, Ilyhf~,veiyhl, _ awing-lype unlls tlial allouv wetar ltow in ona dlrecllon encl ptevenl fi0w in ~ flte opposile dlreclion. l lieyare mnnulnotured witli a cnsl Iren boJy and slainless sleel clapper assembly. ; A tesllienl elaslomer seal faciny on the spriny-loedod clnpper =nsures Ei eak-tlght seal and non-sliciciny 10operaUon. The unils are des(yned lo minimize waler hainm=r caused by (low reversal. . The Valves are manufacluTed wilh grooved ends and ore easliy Inslalled using llsled meclianical yieoved couplings. They may be Inslalled in ellher a horizonfal fiow or vpweid verUcal Iloqv paslflon. . APPIIcaUons: Model 90 Clioclc Valves are yeneral pwposa valves fnlended for use In privalo tire piofec- lion systems es (oliows: 1. In connecfions 4oni public tiv2ter supplles to aulomaUc spriidder or slandpipe syslems. 2• ln conneclions froin (fie depaif- menl purtiper conneclicns fo aulomaUc spr6ilder or slanclpipe . syslerns. 3. In tire puinp discliaiye er Gypass pipiny, 4• In connecllons fioiii aiavilv, '~UWT suclion, orpressuie faii!c, lv aulomafic sprinldnr sys,e:;is. Niodel: 90 Sfyle; SwinyChsclc(groovaxyic~. Slze: ,~and 8" APPlovals: U.L., U.L.C., r-.tii., M.E.A. (c,i. Na. zea-;a-sn) Nlax. b'loil:iny f'i essW e: 250 p5i PacloryI lydio'fest: 100;; at 500 F;si Slandaid Finisli; Blue En2niel... ~ Gicove Spociflcalions: Slandard cu( yrooves per IVWWA C-606 Talco-out.Diinension: a" f.o. -3. I.o. l.o. 8" - 10%" t.o. Slilpplny~WelyliL• 2i2" - p Ibs. 3" - 91bs 4" - 16 16s.. : - 3<t Ibs. , Pressure Loss Curves ;!,I I. ~ • . . ;=-..,.,3a..,^. a„ 21 7.0 6.0 - 3.0 20 t.o OA 0.1 ' ~;li: • 100 400 300 600 1000 ' rlow fiate .I. (8•P•nn.) .I.: ' • Nole: Tlie (riclfon Ioss, axpressecl ae j aqulveient teiiglh of echedule 40 pipe wltli C=120, Is H9 follow9: 2%Z" = g(t. 3". = 14 fl. ' 4" = 21 ft. . • 6" = 19f1. : . , I ~ . I/A'iloa pnllwilh µllh ~nnln~ar5nnl ~ Boae 0 . . \ I ttnln4~4~0 } oou\ ouue~ _ I Oaes C ~ I I zoao aood i. i. il` ~ Dlmenslonai Data = Model 90.Clteck Vulves I; Valve Vefve Dimenslons Fince Sfze 2%i 64 mm : 3" 7Bmnt 'i 4". 102 mm .16". . f 62 nun 203 rnnt 2'/e' 62 nmi 3%' 75 rnnt t'/e" 40 nmr 2'/~" TO mrn 1 0e" 1 f 0 nun 16111111 16 rnn(, 32 mnn 2°h' 3'/a' 2%' ~ 4'/ie" 1%" 203 rttm 9p nun 97nmt 4I ntrn 60 mnt IOG mnt 10 nun lO rnm 32 rnm B' 3'/e" 3"/ie" 1'h" 2°ie' ! 5%e' Z, 229nmi 86nun 97mrn 44mm 67rrnn 1129nun l9nun l9nmi 51mm 10%x" 11W 25ie' Z' 2G7mrn 109 nvn 127rnm q4 nun 6T rnnt ~ 135 rmn f9 ~lun 19 rnnl- '51 mm 13 mrn f3 mrn runr 13 %z 13111171 Senl ~ no., n I.nc4nul. noi~ad„a ~ nu,p 1'Ipo ~ Plup mi,i Parts Llst- Model 9U Chedc Vulve Descrl tlon M ' No. rt Nun ere a(erlol 2t6" I 3,1 4" 8, Valve Body Ctupper Seelpecing Cestlion SlairilesgSteel Buiie N 1 . 1 1 0025-I6-OU 0025-Ib-00 0025-03-00 003-07-000 003-09-000 003-03-000 1304-28-000 80.4-29-OOU OOd-iB-OOU 808-21-0OU 13013-18-000 009-17-000 Seal Flbtg Slalntess Sleal I 0025-08-00 003-05-000 804-21-000 BUB-i0-oU0 H6ige P6l Brackel Slalnless Sleei Slalnieee Steel I 1 004-32•000 1304•33-000 00432-000 001-33-000 II04-32-000 BO4-33-000 806-031-UU 800-25-000 Plug NPT) Casl Iron I BU 10-12-OU 6010-12-00 8010-19-00 8010-12-UO Spdng fletaliUng Riny Stalniess Sleal Slniniaes Sloai 1 i~ 8025-021r0 000-26-000 004-23-000 000-28-000 804-23-000 00(3-20•000 000-032-00 3ou-22-ooU hlex Boll Slael 2 600-80-000 O00-60-000 600-90-OUO 600 -8O-000 Faslener5eal Nllrate & Sieel 2 180-01.6-02 188-016-02 iB8-018-02 188-016-02 Releining Riny Slainiless Sloei I 8025-04-00 003-04-000 804-04-000 816-UEi-UUU Retenlion Boll Stalnless Sleel 1 8U25-05-00 0025-06-00 804-20-pUU 806-05-ODU SealRing Neopfeiie 1 8025-06-00 0025-06-OU 804-24•0 00 004-06-000 Ffexloc Nu( Slalniess Stael 1 0027-07-VU 0025-07-00 8U4-07-UUU 804•07-000 11.0.ata ~i " clapper lo allow far lhennal expanslon b[ Ihe anUbeeze soluUon. Model 80 Cheol< Volves musl be Inetalled hi a horizon(al or veitlcel posiUon 6i accardance wilh tho LlsUng. Checic Valves are requtred in nutomaUc epiinlder systems in accordance witli NFPA 13 Slandaicis es follows: 1. In each tlre deparlmont conneclion ae noar ee pracUcable lo lhe polnt where the FDC Jolns lhe sprinlder syslem. 2. When a sprfnkier system has more lhan one weler euppiy, a Clieck Valve musl be Inslalled in eacli suppiy conneclton to prevenl Ilow to one conneclion f'om exilfng via lhe oiher connecUon, A Chedc Vafve musl be tnslalied In eacli waler supply connecUon, it lhere Is a FDC on lhe system, An Alann Check Velve Is considered lo be a Check Valve. * • 3. in !he "anlitieeze loop" of an anli(reeze syslem, (f !he sprinl<leis In the anUfreeze portion of Uie syslem are at a hiyher elevaUon Uian the waler-aritifreeze solution Interface. 7he Checic Valve hwsl Checi< Valves are requ(red In cenl.ifugal fire pump syslerns in accordanco wilh NFPA 20 Slaiiilatds es tollows: 1, In Ihe tlre pump bypess piplny. 2. In the pressure malnlenance (jocl(ey or tnal<e-up) pump discharge piping. 3. In lhe Ilie purnp clischalge piplny. I Check Valves are required hi ptivale walef' tani< supply ayslems In accordance wllh fVFpA 22 Slanclarda as foliowa: 1. In. Ihe dlscherge pipe from a yravity, suclion or pressure tani<: 2. 6i. llie tlil Ilne to a gravity, suct(on ar prassure tanl<, Ir the dfscheige pipe Is utilized !or Iilling Ihe tank. • 'I Checl< Vaives are requfred in prtvale fire servlce mains In accordahce wilh NFPA 24 Slandards as Iollows: 1. In each I(re deparhnenl conneclion. 2. In, eacli waler supply source connection, when lliere Is tnore lhan ane source.. i Check Valves are required In slandplpe and hvse syslems In accordance wilh NFPA 14 Slandards as foliows: 1. In each fife depailmenl connecllon. 2. In each. waler suoolv connecifnn. fl13tallFl ll l'he Model AO Chocit Vnlve Llaled for Ineleallalion in vllher I hoilzonlal or vefUcal poslUon. When Inslalied In fl hoilzonlrii poslllon, lhe lwo'A" hex 6vlls must be on the top slde of Ilie valve. Fbr'verlical instellEtlion, tlie volve muel be Inelr.dled eo Ihnl oullet Is above Its Itilel (I.e., Ilc) dltecUon upwatd). 'I'he arrow, cesl onlo lhe bo( o( lhe valve, must pohil In lha 'U'heclinn of (he fiow. 71ie Checi< Valve is desiyne be Inslalled usfng approved mech2nical yiooved couplinys. Cal"e & ~ Nlaiiiienai l'he Checi<Valve requhes no teyular malnlenance, however, sliould peilodically bo rOmovod and inspecled by a quflllflad hispeclton service. lhe owner is tesponsible Ior I pioper operaling conJitlon vf ail fhe proleclion devlces end accec eoilos. The NPPA Slandnid 25 enUUeJ, "fnspedlon, Tes(ing anc hlalnlenance ol Wafer-8ased Fit Protecflon Sys(erns"conliins guidaltnes anJ minlrnuin incilnle- nance iequhetnenls. Fuilher- more, Uie /IufhoiifyFlavin,y Jurisdiction rnay have aJJilbnal reyuialtons and reyuirernenls lor mainlenance, le'sling and Inspec- tioii ihal must be obeyed. Warning: Any Syslern mainlenance or inspeclion thal involves piaciny i conUoi vaive "out•of-seivice" wiil eliminate Qie tire prolecllon notmaliy piovided by llie flte pioleclion syslem. Prior lo pioceediny, be cerlain lo secuie pdroonnel wtio iriey be alleciod during syelem ahuldown. AIho .'.wulch during melntananco peifocls Is a rooorntnandvd procauUon. . , Dlsasaembly: 1. Clase Ihe mafn weler supply - con(rol valve and draln llie syslem, relleving ail prossure from Ihe check velve. 2. Fiemove the mechanlcai giooved couplings frorft each and of Iho cheok valvo and rarnove It Rom Ihe plping syslem. 3. f{ernove tlie two '1/4" liex bolts from the body of lhe check vaive, lhereby releaeing lhe clapper assembiy brackel. Flemove Ihe clapper assembiy (lirouyli llie "ouqel" end o( lhe valve. Cau- tlon: Be careiu( not lo nfFk !he aual ring's sealing surface: 4. To repface the clapper seal fac6iy, remove lhe retenUon boll In the cen(er of Ihe clapper assornbly, lhereby releasiny the retaintny ring. The seal facing rnay now be removed. Reassetn6ly: 1. To reassemble the clapper asaembly, wlpe off the (ace ol lhe clepper, piacs lhe new seal facliig . on Ihe relaintng ring, place lhe seal facing and ring ayatnsl the clapper, aligning Ihe cenler lioles. Insert lhe retenlion boil lhrough . lhe clapper, seal facing end relaln(ng rfng and secure tn place : wilh lhe flexloc lod< nuL 2. Inepecl-niid clonn lho cliaclc valvo seal iiiiy. . . 3. hisarl tha clappar assembly inlo lhe checlc veive Ihrouyh Ihe "oullel" elu! of llie valve. 4• Aliyn lhe lwo Iwles hi lhe clapper assem6ly breclcel wllh (he lwo holes In tha body o( the checl< vflive. Inserl lhe lwo 1/4" hex balts wllh.Inslener seals lhrough Ilie body,.engaye lhe brflci<e( and Ilylilon.; j 5. Insei l lhe chocic valve 6ad< Inlo Ihe pipind system. Veilfy lhel Ihe flow errvw Is poliilhly In (he proper dlrecUon lo assure proper opefa- ' tion of the velve. Flelnslall lhe mechanlcal grooved coupllnys. 6. Place Uie. syslem bacl< in servlce and secute all waler supply conlrof . valves In lhelr open posil(on. When tha system Is baclc (n servlce, nolffy all Au(horr(ios f-laving Jurisdlc(!on and Iho personnel who were afiected during syslem shut- down. Guaranlea: Central Sprinlder Conipany will repair ond/or replece arly producls found lo be defecllve In malarlal or woil<rnunship wilhln a.-. pvriod o( One year Irom Ihe date of shlpmenL Please reler lo lhe currenl Piice Llst for furtherdelails of (he warranly. . CE~ITRAL T CBI1tI'c3l SDfIt1ldB1' Cnninnnv Orcl0riiiff i11f U1'111at1U(1 Ordefing Inloini(lUon: When plac6iy flit oidei, Indicnle Ihe lull producl name. f laese specity Ihe quantlly, model, style, ftll(I BILO, If 9auya, bypass or dieln connectlons aie. Jesired. Swing Checlc Velvea do nol Includa moclianlcnl gloovo couplings. 'l hey musl be ordeied separately. Avnllablllly nnd Service: Cenlie) sprinldeis, valvas, flCCB5501IB8, fllid olher pioducls ale nvallEible lhiouyh- oul lhe U.S. and Canada, and InlerheUonelly, tlnouyh fl ne(woilc o( Cenh-al Sprinlder disUlbullon cenieis. You may wi ite dfrecity to Cenlral Spthdder Compniiy, or call (215) 362- 0700 for Iiie dishlbulor nearosl you. Palenls: Palenls ate pendlny. Conversfon TEible: 1 iticlt = 25A00 nun 1 fooi = 0.304B M ~ t pound = 0.4530 Icy 1 foot pound = 1.36 IJm 1 psi = 6.895 kpn = 0.0689 bar = 0.0703 ky/citr 1 U.S. galbn = 3.785 dmv = 3.785 iiters Convefsions are rippioxlmnte. 101.~0 INeonronntEo ) C0110M~ CA.rytqHJJ FIG. 99 A,LL THRL-AD ROD CUT TO LENGTH Size Range - 3/8 thru 7/8 inch Increments. Materia( - Carbon Sleel Maximum Ternperature - 750"P Finisli - Plain, Eleclro•Galvanized, Steel. Order Dy - Flgure nuniber, rod length, and (inisli. rod in 1 inch and Slainless diameler, rod nou SIZE 3/8 1/2 5/8 3/4 7/8 h1A;(, HEC. I.UAU llf5 r•oHsiaiwce ir:nu•s 650"f 750'F 610 540 1130 lOIU 1810 1610 2710 2420 3770 3360 FIG. 100 ALL THREAD ROD FULL LL-NGTHS Size'Range - 1/4 lftru 1•1/2 incfi rod in 10'•0" lengfhe. Material - Carbon Sleel Maximum Ternperalure - 750"F Ffnlsh - Plain, Electro-Galvanized, and Stainless Steel. Order By - Figure number, rod diameter, and fnish. mA-1f. reec. i.ono tn9. rtov rvnseewceien+rs nrruox. µ~r•.ic;i I r ' 91ZE 6SO•F 730'F . 1'Eii IW I'1 1/4 240 215 12 1/2 1130 1010 53 3/4 2710 2420 123 169 1 4960 4420 222 1-1%2 11630 10370 610 ~ TA~CO INCOitf011ATED GGI~ONM CA • (~1~~ H>.~~v ( ) l) l r-rc. avo "TRIMLINL-" ADJUST ABLE RING HANGEI? Size /tange - 1/2 fhru 8 inch pipe. Material - Sleei, Mil. GaIvanized lo G-90 speci- (ication. Funclion - For fire sprinider znd olher general piping purposes. I<nurled swivel nul design pennils hanger adjuslment a(ler installaiion. Spring tension on swivel nut holds il securely iu hanger before insWllation. Swivel nut is easily removed. , Approua►s - Underwriters' Laboralories listed and Factory Mutual Engineering approved. Con(onns to PederalSpeci(ication WW-1i-171[, lype 10,and Manu(acturers Slandardizalion Sociely SP-69, type 10. Maximurn TeitiPerat ure - 650°I= Fin(sh - Mil. Galvanized, IIUG, and Slainless Steei. Order E3y - Piyure nuniber and pipe size. 1/2 318 3•1/8 2-5/8 1-3/8 lbga x 5/8 4UU r:~J,4"•=~''~.3/8". ~T=:~~5-3-1/8 .::~..~-2;i~Z ~:-:;~r1:3Jg•,,,,,:F~;:,~6ga`3c5%B:~T~'=9'`"~'4b0.,,..,.. 1 3/8 3 3/8 2 5/8 1-1/8 169a x 5/8 40U 3j8 . > 3 3/4 ~ `L 7/8 ~ 7 g~ x 6/8''' _ 400 . . 1- 1/2 3/8 3• 7/8 2. 7/g 1 169a x 5/8 400 , t ~'p7.': "8J$."_ ,.'.'q: i/4 ---:3 i-5; -„g,16ga ii5%$ 400 ~ 2-1/2 3/8 - 5•5/8 4 1/8 1•3/ 4 16 ga x 1 60U / ..-.;318_ ~`'~.ry/g ) p 7 '7:'r'~. .-.r .+~•r~/~i•':~O~~Xl~~rr- 600-...... 3-1/2 3/8 7• 3/8 5• 1/4 2- 3/8 16ga x 1 60U 1.:~:.;,_.3f8....--. -.s-'7•3/8 _~.._.5..._. . ...._.._.1~7j8^~~16gax 1 ~ --1000 5 1/2 9-1/8 6-1/4 2-3/8 149ax 1-3/16 1250 /2- _ 10-1/8 . 6-3/4 `14gax 1;3/16 1250 8 1/2 13 1/8 8-3/4 3. 1/4 12aax I.I/n t9,n 11_~ _....ii , . 12 13 14 _ 15 27 . 29 _34 66 73 i~F ~ ~ TO ~CO INCOPPOHATEO COflOHti CA • nlq ]!l-sSYY 45 FIG. 65 AND FIG. 66 REVERSIBLE C-TYPE BEAM CLAMPS - 314" AND I-I14" THROAT OPENINGS SizeRange -(Fig. 65) 3/8 & 1/2 inch rod (1/2 thru 8 inch, pipe). Size Range -(Fig. 66) 3/8 & 1/2 inch rod (1/2 thru 8 inch pipe). Material - Carbon Steel with hardened cup point set screw and jam nut. Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 1-1/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where ciearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engage- ment. Application Note - Fig. 65: add 1•1/2" to rod length when clamp is to be used in set screw up position. Fig. 66: add 2" to rod length when clamp is to be used in set screw up position. Approuals - Underwriters'Laboratories listed and Factory Mutual Engineering approved. Conforms to Federal Specification VJW-H-171E, type 23, and Manufacturers Standazdization Society SP-69, type 19 and 23. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet #13, 3/8" rod witl support 1/2 thru 4" pipe, 1/2" rod will support 1/2 thru 8" pipe. finish - Plain, Electzo-Galvanized, HDG, and Stainless Steel. Order By - Figure number, rod size, and finish. B - f1_q ° ~II E ~ i C i~ 1- - I i - l.J F L B A E FI G. 65 C I L F T_ •4 1 FIG. 66 1500 28 3/8 1/2 4 1-3/16 1•1/4 1 7/16 1 1500 32 3•~' 2,~~t5-$.~:-~j2'~' ~ =.,.1 9/161-1/4''. ~050 "61 6a`;, 1 isory System Sensor's OSY2 fits to the open position of an OS&Y (ouulde screw and yoke) type gate valve. The OSY2 contains two sets of SPDT (Form C) contacts. It is designed to mount easily to most OS&Y valves ranging in size from 1" to 12°. SINGLE SIDE ENTRANCE FOR CONDUIT Straight conduit entry above the OSY2 bracket and away from the J-hook adjustmenu makes the installation faster, easier, and helps eliminate unwanted cali backs. Requires less expensive fittings. Durabie metal enclosure gives the switch protection from adverse environmental conditions. SYNCHRONIZED DURABLE SWITCH ASSEMBLY Two 10 Amp 125/250 VAC, 2.5 Amp 24 VAC switches provided as standard are locked in a synchronized position and enclosed in a rugged terminal block for added strength and durability. Accommodates up to 72 AWG wire. NEW BRACKET DESIGN Makes installation faster and easier. Suitable for t" to 12" valves. ADDITIONAL APPLICATIONS The OSY2 supervi5ory switch, without its gate valve bracket, can be used to monitor side-bracket style pressure reducing valves. Its three-position switch gives vandal and vaive close signals. The adjustable shaft makes installation easier. OPTIONAL TAMPER SWITCH KIT Mechanically adivated by cover removai. SEMS CLAMPING PLATE BRACKET Enables wiring to conform with UL 753 Paragraph 17A.2. -SYST~'V1SE/VSOR= A D/V/S/ON OF P/TTWAY ~J~ FM U~C APPHOVEO GENERAL SPECIFICATIONS Agency Listings: Contact Ratings: Enclosure, Cover and Base: Bracket Span/HeighbWtdth: Opereting Tempereture Ranges: Overall5witch Dimensions: Shipping weight Service Use: UL, FM, ULC, CSFM, M EA io a 0 izsrzso vac 2.5q@ 24VDC Die-cast zinc 5-3/4"12'11-318' (74.6cm / S. icm / 3.SCm) 32°F - 720°F (0'C-49°n 5-72"H x 342'W x 3• 1/4"D (14cm H x 8.9cm W z 8.2cm D) 2.81bs. Central station NFPA 71 Local NFPA72A Auxiliary NPPA728 Remote station NFPA 72C Proprietary . . NFPA 72D . Warranty: 3 years 3825 Ohio Arenue • Sk Charles, Ilfinois 60174 • 708•377•6363 • FAX: TO&377•6495 . _Awmw~ In Gnada: 416-675-1695 • FAX: 416•675•7078 . F~Vxmmk~ I ~ A MEA ng approved LI Il THE FOLIOwING ARE ExAMPLES OF 714E FOLLOwING MOUNTING / ACCEPTABIE MOUNTING POSITIONS: POSITION IS NOT ACCEPTABIE: ~ i co.H . , . . nmP...~,..,. „ Lj . i . i ♦ bmper Praaf WnM~ (FM WFDw7 Spring Ma.ntIno.o., ACNATOfl ACTUATOH ACTUATOfl VEflTICAI VERTICAI(OOWN) HORIZONTAL (POINTINGUP) r.In.i m«x o O (AVebutO) o ~ AclueYn9 HoTE:Cammen.neaeomKMm.nin 9r.11N t Clow wl~~n ~Nw mov~f 1~3 al Ae1V. IaaO ~ II~bu1V~wINanR~. aelw~M B.uhawln NipplafellRawf }147W ~ ~ CONTaRN4TING5 ~~~III ~ ~ ITYl]p V>C 10 ~MF9 1linetlaCnlPPi ~ 9wiicnf a~voC sssMVs 'C' cll 3' amv oy. Alounll y nek.l 3.2. Swllch Su .SwpaM o ~ ~ j ~ e e ~ e e m.. e~ n.~w r~cr ACNaling ImH mllef TYd'+l FM-T C.iien Pelalning Nut Hes wrench (PM HEXYn 'C" clip Tff • bwmrumc~ camanm. - au era.x.~nn,na.miw.wM~.mn •11~ CA ol Cattqcllen 001pi n11m+.VIPpM .x. Weea m.nene eeyaw "ucn n~,ma. uo rror iaev.xe.. Trvk+e Lx.l BNi Gnmc+lm w • • • ~ • EngineerlArchitect Specifications: OSY2 Supervisory Switch Outstde Screw-and-YOke Supervisory Switch (OSY2) shall be installed on each valve as designated on the drewings and/or as specified herein.5witchez "shall be mounted so as not to interfere with the normal operation of the valve and shall be adjusted to opereLe within two revolutions of the valve control or when the stem has moved no more than one-tifth ot the distance from its normai position. The mechanism shall be contained in a weatherproof die cast metal housing, which shall provide a side entrance for 12" conduit and incorporate the necessary fa<iiities for attachment to the valve. A grounding provision is provided. The switch assembly shall inciude two switches each with a rated capacity of 10 Amp @125250 VAC and 2.5 Amp @ 24 VDC The tover shall coniain tamper-resistant screws for which a security wrench wiil be provided with each switth. OSY2 shall be Underwritero laboreiories listed for indoor or outdoor use. The OSY2 shall be Factory Mutual approved. Ordering Information Waterflow Switches WFD20 Waterflow Detector, 5<hedule 10140, 2" WFO25 Waterfiaw DeteROr, Schedule 70140, 2•12' WFD30 Waterflow Detec[or, Schedule 10/40, 3' WF035 Waferflow Detector, Scheduie 10l40, 3-72' WF040 Waterflow Detector, 5<hedule 10140, 4" WFD50 waterflow Detector, 5<hedule 10/40, 5' WFDfiO Waterflow Detector, S<hedule 10140. 6' WFD80 Waierflaw Deiectar, Schedule 10140, 8' WFDT Waterfiow Oeteaor, Fitt 1, 1-7/4", 1-12" ferrous and brass ffireaded tees; Y, 7-7/4', 742, 2' copper meat tees; 1' CPVC tees; and t-72' poiybutylene tees WFDTNR Waterflow Detector, non•retard, fits same tees as Model WFDT Master Packed: 6 units Supervisory Switches OSY2 Oubide Screw and Yoke Valve Supervisory Switch- Two SPDT Switches PIBV2 Post IndicatorlBUtterfiy Vaive Supervisory Switch - 7wo SPDT Switches Pressure Switches EP510-1 Alarm Waterflow Pressure Switch, One SPDT, 4-20 PSI EPS10-2 Alarm Waterflow Prezsure Switch, Two SPDT, 4-20 PSI EP540-1 Supervisory Low Pressure Switch, One SPDT, 10-100 P51 EPS40-2 Supervisory High/low Pressure Switch, 7wo SPDT, 10-100 P51 Alarm Bells KMS-6•24 eell, 6, 24 VDC Polarized, 97 dBA KMS•e-24 Belt, 8', 24 VDC, Poiarized, 102 dBA KMS-10-24 8e1l, 10", 24 VDC, Polarized, 104 d8A KBS•6-120 eell, 6', 120 VAC Polarized, 95 deA K85-8-120 Beil, 8'. 120 VAC Poiarized, 98 deA K85-70-120 Bell, 70', 120 VAC, Polarized, 102 d8A Sprinkler Product Replacementr A3010-00 Replacement Aszembiy Kit for PIBV2 (Wrenches, 5<rew Pack) A3011-00 Replacement Assembiy Kti for OSY2 (`Nrenchez. Screw Pack 1 hooks) A3008-00 Repiacement Delay Mechanism For WfD 2'-8'sizes (Black) A77-01-02 Replacement Terminal Block for WfD and WFDT A77•01 -08 Repla2ement 7erminai Block for WFDTNR PRK9 Replacement Paddle Kit - 9 Oaddles for WFOT and WFDTNR (see wFDT for zizes included) 546•7000 Tamper Switch Kit for WfO, wFDT, PIBV2, and OSY2 507•66-02 Replacement Tamper Screws for Covers of WFD, WfDT, WFDTNR, OSY2, PIBV2, and EPS WBB Weatherproot Back Boz for KMS and KBS WFDW Replacement Tamper Proof Wrench for Cover of WFD, WFDT, WFDTNR, OSY2, PIBV2, and EPS HEXW 0.eplacement Hex Wrench for OSY2, PI9V2 rP)POTTER VSR-F VANE TYPE WATERFLOW ~ ALARM SWITCH WiTH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road • P.O. Box 28480 55 Glen Cameron Road St.Louis, MO 63146-4161 Thornhiil, Ontario, Canada L3T 1 P2 (314) 8784321 • (800) 325-3936 (905) 882-1833 UL, ULC end CSFM Listed, FM and LPC Approved, NYMEA Axepted Service Pressure: Up to 450 PSI Mfnimum Flow Rate forAlarm:l0 GPM Maximum Surge: 18 FPS Contact Ratfngs: Two sets of SPDT (FOr.n C) 15.0 Amps at 125/250VAC 2.0 Ampsat30VDC ResisGve Conduit Entrances: Two knockouts provided for 1/2' conduit Env(ronmenial Speeitieations: • Suita6leforindoororoutdoorusewithfaclory installedgasket and die-cast Rousing. • NEMA4/IP54RatedEnclosure-usewithappropriateconduit fitting • Temperalure Range: 40417/120°F, 4.5°C/49°C • Noncorrosivesleevefactory installed insaddle Caution: This device is not intended forapplications in explosive ernironments Sizes Availa6le: Pipe schedules 10 thru 40, sizes 2' thru 8' BS 1387 pipe 50mm thru 200mm Service Use: U.S. PAT. NO. 3921989 CANADIAN PAT. NO. 1009680 OTHERS PATENTS PENDING POTTER ELECTRIC. Rd.. 1990 GENERAL INFORMATION The Modei VSfl-F is a vane type waterttow switch for use on wet sprinklar systems. It is UL Listed and FM Approved tor use on steel pipe; schedules 10 through 40, sizes 2' thru 8'. LPC approved sizes are 2' thru 8' (SOmm thru 200mm). The unit may aiso be used as a sectional waterflow detector on targe systems. The unit contains two singie pole, doubla lhraw, snap action switches and an adjustable, instantly recyding pneumatlc retard. The switches are aciuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow conditian must exist for a period of 6me necessary ta overcome the selected retard period. ENCLOSURE The unit is enclosed in a general purpose, die-cast housing. The cover is held (n place with hvo tamper resistant screws which require a special key tar removal. A field installabie cover tamper switch is available as an opGon which may be used to indicate unauthorized removal of lhe cover. See bullefin no. 5400775 for installation instructions of this switch. Automadc Sprinkler NFPA-13 Oneorhvotamilydweliing NFPA-730 Residentialoecupancyuptofourstorias NFPA-13R National Fre Aiarm Code NFPA-72 Optlonal: CoverTamperSwitchKit,StockNo.0090018 INSTALLATION: See Fg.2 These devices may be mounted on horizontal or vertiwl pipe. On horizontai pipe Ney should Ce Instailed on Ne top side of the pipe where they will be accessibie. The units shouid not be instalied within 6' of a fitting which changes the direetion of the water0ew or within 24' of a valve or drain. Drein the system and drill a hole tn the pipe using a eircular saw in a slow speed drill. The 2' (SOmm) and 2 1/2' (65mm) devices require a hale with a diameter of 1 1/4' + 1/8' - 1/16' (33mm s2mm). All other sizes require a hole wiN a diameter of 2' i1/8' (SOmm s2mm). Clean the inside pipe of ali growth or other material for a distance equal to the pipe diameter on eiiher side of fhe hoie. Roll the vane so that it may be insertad into the hole; do not bend or crease it Insert the vane so that the artow oo Ne saddie points in the diredian of the waterflow. Instali the saddle strap and Nghten nuts altemately to an eventual 50 ft-Ibs. of torque (see Fg. 2). The vane must not rub the inside of the pipe or bind in anY waY• Spedficatfans subject to change without notlce. . - PAGE 7 vr c PRINTED IN USA , MKT. N8800U07 - REV L MFG. N5400761 - 11FJ5 P 0POTTF.R. FIG. 1 gW I{p{ TEpMINAI fANNECTONS CLAMflNO PIATE TEPMINAL CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must he severed, thereby praviding supervi- sion of the connection in the eventthatthe wire becomes dislodged from under the tertninal. VSR-F VANE TYPE WATERFLOW SWiTCH WITH RETARD FiG. 2 RETARO A0.IUSTMENT: TO CHANCE iIME TUftN KNOB FOR OESIREO TIME DELAY. US NAOUNT OF RETARO NECESSA FAlSE AlARMS, A '8" SETfINI ADEOUATE FOR TH15. FACT01 TO INSTAIL, ORILL A HOLE AS INOICA7E0: PIPE SIZE HOLE SIZE 2'to212' itl4'+1/8'-7A6' (SOmm lo fi5mm~ (33mm s2mm) 3' to 8' 2' x1/8' (BOmm to 200mm) (SOmm i2mm) F1G. 3 lOGI BELL TRANSGORMEA OR BAITERT POM'EAED OPEN ON ALARM 7 ClOSE ON ~ ALARM SIGNAUNC Df4CE TYPICAL ELECTRICAL CONNECTIONS 5ryMg g(CfA55 ~SEENNO EJ UNE RESISTOft CK7. OPEN ON CLOSE ON EQL ALARM ALARM ftE5I5T00. SJPERVISED 100P (SEE MOTE) OPEN ON CLOSE ON 70 :00'l 7YPICA1, $WRCH ACTiON FR04 A~M p~N DE`/ICES ~ ~ CONiROI OR RETURN OPEN ON ClOSE ON ~ pqNEL r ~ TO CONiROI ALARM ALARM DWG. a761-15 NOTES: 1. The Madel VSR-F has two switches, on6 can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a Iocal audible or visual annunciatar. 2. A condilion of LPC Approval of this product is that the electricai entry must be sealed to exclude moisture. TESTING The irequency of inspection and testing far the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and S[andards and/or the autharity having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspectors test valve, that is usualiy Ixated at the end of the most remote branch line, should always be used tor test purposes. If there are no provisions for testing the operation of the flow detectian device on the system, application of the VSR-F is not recommended or advisable. A min'unum flaw of 10 gpm is required to activate this device. IMPORTANT N071CE: Please advise the person respansible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. OWG. J761-b0 TICHTEN NUTS AI,TERNATEIY TO AN E`/ENTUAI 5OFr.-l85 OF TOROUE MOUNT ON PIPE 50 ARROW ON $AOOLE POIMS IN DIRECTiON OF wATERFLOw ROLL PADOIE IN OPPOSITE OIRECTiON OF WATERFLOw PPPROX. RETaRO $EniNGS (IN SECS.) 0 p A 10-25 B 20-~0 C 15-55 D 50-]0 E 60-90 NOTE: FOR SUPERViSED 0ACt1iT5 SEE "SYnTCN TERMINAL CONNEGT10N5' ORAMNC u+0 GUPON NOTE (FlG. 1). PRINTED IN USA • MKT. A8800007 - REV L PAGE 2 OF 2 MFG. k5400761 - i 1hJ5 _ 00 NOT IEAVE CO`/ER OFf FOR E%7ENOE0 PERIOD OF TIME 42 PROJECTING SIAMESE Mode1201 Singie ClapperY Body siamese, cast brass, U/L S ize: 4" x 2~/z" x 2~/z" Finish: Cast, cast and chrome polished or polished and chrome . . Lettering: "Auto Spkr" 207 A B C 4"x2`h"x2~/i' 3'h.• 9•• 8v+e Model 133 Double Clapper Angl siamese, cast brass S izes: 4" x 2'/z" x 21/2" 6" x 21/2" x 2Yz.. 4"x3"x3" 5"x3"x3" 6"x3"x3" Finish: Cast, cast and chrome, pi or polished and chrome. Lettering: "Auto Spkr" or "Stan 133 C O E 21 h x 21/: . 1 13/. 945 7'R 6x x2", 2 113/. 70~h 7'A 4 x 3 x 12Y:- 10~/a 7'h 5 x 3 x 3 12Y~ 10~h 7'h 6x3x3 72Y. 70% 7'k ~ ' 201 Mode1205 Triple pp Body siamese, cast 6rass Sizes:4"x2Y' x2' ..x2'/z•• 6" x a" x 2~/x' 21/2•• Finish: st,castandchro e,palished, r polished and chro Le ering: "Auto Spkr" or "Stan ipe" 205 A B C 4x21A x2`hx2~A 6 a 2~h x 2~h x 2Y: 13i6 133b 10~h- 10'h 5 7'h Model 206 Triple Clapper Angle body siamese, cast brass Sizes: 4" x 21/2" x 2~/x" x 21h" 6••x2Yz"x2Yz"x2'/z•• Finish: Cast, cast and chrome, polished;' or polished and chrome Lettering: "Auto Spkr" or "Standpipe" A s C D E 4z2'hx2Y:x2'h 6x2'hx21hx21/e 14Y: taY: 111h 111A 7% 7% 61h 61A 8 8 205 206 Specify Size and Thread When Ordering. Guardien Fire Equipment, Inc. Ames BackflowAssemblies: The Right Choice for Today, Tomorrow, and the 21st Century ■ Features • Non-conosive 300 series stainless steel (lead free) construction. Superiorstrength. • 40 % shorter end to end dimensions for compact inexpensive installation. • Ercellent forretrofit installations. • 50% lighterin weight, reduces installation and handling costs. • Compact stainless steel relief valve with a balanced rolling diaphragm and no sliding seals for reliable long term performances. • Fully serviceable inline, no special tools. • Pretestedpatented' cartridge check assembly for long term relia6ility, low head loss, ease o(serviceability. • Single two-bolt grooved style cover for quick and easy access. • OnIyASSE 1013 approved assembly for vertical and horizontal applica6ons. • Optional airgap drain. •Cold waterapplications. AMES FLUID CONTROI SYSTEMS ■ NationalApprvvals Approved by aIl national approval agencies." ■ Application The Ames 4000ss provides protection to the potable water supply lrom contamina- tion caused by a crass connection in a high hazard application. ■ Installation The 4000ss should be installed with a mini- mum dearance of 12" beriveen the lowest point of the assembly and the floor or grade. The 4000ss may 6e installed hori- zontally or vertically (flow up). Refer to local codes forspecificinstallation requirements. PatenfM5,046,525 fie Ames Company, faunded in 1910, has long 6een an industry leader in pradudng fittings and vahres for pipeline systems. All Ames producfs are manufacfured at fheir 60,000 sq. ff.laaliryinWoodland, Califomia, insunngquality cnnhol&promptservice. 1l1l4W.11lIIII C } A 8 ■ Ames 4000ss - Weiahts & Dimensions (inchesl SIZE A B C D E F NFS G OS NetWt(Ih.) w Gates NeIWL~IbJ w o Ga es 21/2' 22' 38' 70' 101/2' 7' 91/4' 131/2' 1481 601 3' 22' 38' 70' 101/2" 71/2' 121/4' 221/2' 226/ 62# 4' 22' 40' 70' 101/2" 9' 133l8' 231/2' 235/ 65# 6' 277/2' 481/2' 75' 171/2' 11' 163/4' 30' 380/ 1101 75 n12 ` N 9 0 J m 6 ~ 3 0 ■ z I/z ar a uocumenrea rmw 00.....3'... 0 100 200 300 400 FlowRale(GPM) 500 600 GPM ■ 4"Oocumented Flow Characteristics (mcmdin9 snur-on varoes) is _ • y ~2 ` - „ 7.. ~ 4 N 9 J : 6 N ~ 3 0 0 700 200 300 400 500 HnwRate(GPM) ,s y 12 ` y 9 0 J ~ 6 ~S 3 C 0 F (NHSJ O (OSY i 600 GPM 0 250 500 750 1000 Flow Rate (GPMJ 916.666.2493 1485 Tanforan Avenue P.O. Box 1387 7250 1500 GPM Woodland, CA 95776 . ■ Specifications The reduced pressure backflow preventer shall consist ol two independently operaF ing, spdng loaded cam-check valves with a hydraulicallyoperated differen6al pressure relief valve located 6efween and 6elow the cam-checks, required test crocks and op- tlonal inlet and outlet resilient seat shut ofl valves. When normal flow exists, 6oth checks are open and the pressure in the area belween the checks, called the zone, is at least 2 PSI lower than the inlet pres- sure. The dillerential pressure relie( valve is closed during normal Haw. 1l cessafion of normal flow accurs, the diNerenHal pressure reliel valve will auto- - matically open and discharge to maintain the zone at least 2 PSi lower than the inlet pressure. mis actlon will prevent a back- flow or back siphonage condition. ARer the required dillerential is esta6lished, fhe differential pressure relief valve again closes. 1he cam-checks include a stainless steel spring and cam-arm, rub6er laced disc and a replaceable seat ihe body shall be manulactured from 300 series stainless steel, lead free through the watenvay, with a single hvo-bolt grooved sryle access cover. No special tools shall be required lor servicing. The relief valve shall be compact with a rolling diaphragm and no sliding seals. The reliel valve shall discharge in a 360'radius. ■ PhysicalCharacteristics Sizes - 2112"3', 4" 6" Rated workingpressure -175psi Hydrostaticpressure -350 psi Temperature range - 32°F-1407 Flange dimension in accordance with AWWA Ciass D Body material 300 series stainless steel ~ COIIStNChOlI Assembly shall be ASSE 1013 approved for vertical installa6ons, AWWAC511-89 "Contact the factory for specific approvals FAX9161663914 M-82-55 7/94 . signs ~ For sprinkler sysfiems & devices ManufacWred hy: Cenlral Sprinkler Compeny 461 Norlh Cannon Avonue lansdale Pennsxlvanla 19448 Pl'0dUct DEScr1ptioi1 Central's Idenlificalion Signs are designed to provide information to the end user about lhe sprinkler system and Il's componen[s. They are avaiiable wlih a varlety of wording combinations lo meet ihe signing requirements of NFPA 13. The five basic types of siyns are as follows: Type A- Control Valve Sign Type 8- Muill-purpose Text Signs Type C- Cold Wealher Sign Type D- Fire Alarm Sign Type E- Hydraulic Calculation Sign The Signs are conslructed ot 18 gauge sleel or aluminuin wiLli a porcelain enamel or printed myiar tacing respeclfvely. Tiie siyns have corner holeS or slols for easy allach- ment in the field. Sign Type B(s avallable willi tlie following text options: Air conlrol Air control valve Air line Alarm test Alarm line Main cirain Open sprlnkler conlrol Open sprinkler drafn Test valve Triangular main drain Water motor Water molor line TeGhn1cal Data Model: Sign Slyle: Flat, reclangular Slandard Finisiv porcelaln or mylar Slze: Type A- 9" x 7" TypeB-6"x2" Type C- 71h" x 1 Y," Type D- 9" x 7" TypeE-5"x7" Welght: Type A- 4.5 oz. Type e - 0.5 oz. Type C - 2.0 oz. Type D - 4.0 oz. Type E - 7.5 oz. liistallatioii FA Antifreeze system The Identi(ication Signs are pro- Auxiliary drain vided wilh '/a" diameter or larger holes Control (or slots) in the corners for easy Controi valve attachment using standard hardware Drain cliain, wire, piastic lock ties, or liglit Drain valve yauge metal slrap (not included). Enlire syslem From city main In lhis building In this seclion • Insoeclars lasi Slgn - Type A Sfgn - Type B ~AUXILIARY DRAIN ~ Slgn - Type C FRONT BACK iis CEIVTRAL Orcleriiig Informatinu Wtien plicing an order, indicale. llie full product name. Please specity liie quantity and type. I-lardwaie for hanging Is nol supplied wilh the Sign. Il must be ordered separalely. qvnIiablllty and Service: Cenlral sprinklers, accessoiies, and ollier producis are avaiiable throughoul the U.S. and Canad2, and internationally thwugh a nelwork of Central Spr6ikler dlsU'ibullon cenlers. You may write direcUy to Central Spiinlder Contpany, or call (215) 362-0700 (or llie dlslribulor nearesl you. Guarantee: Cenlrai Sprinkler Compeny will repair ancVor repiace ctny products found lo be defeclive in malerial or worktnanship wilhin 2 period of one year trom dale of shipment. Please iefer to lhe current Piice Usl lor Iwlher delalls of !he warranty. Conversion Table: 1 incli = 25.400 mrn 1 fool = 0.3048 M 1 pound = 0.4536 kg Conversions are 2pproximale. Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 The blank spaces on thls sign may be ulilized to provide message tlexibility. Simply add combinations of sign Type B end Type C as desired. Sign -Type E DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8177 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 11/23/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 10050 W 41 ST AVE, SUITE 200 Phone : 303-208-1452 Contractor License No. : 19520 Company : FransenlPittman Construction Co., Inc. 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 : Tenant remodel Approval : SM Zoning : R-C Approval: DM SIC : Sq. Ft. : Additional offsite parking permitted per "3rd parly parking agreemenY" Okay per comments Roof : Stories : Fz1'ectrical License No : 20194 Company :Greinsr Electric LL Expiration Date : 2/28/99,, Plumbing License No :18608 Company :HELM CORPORATION Expiration Date : 10/30/96 Approval : Residential Units : Mechanical License No ; Company : ' Expiration Date : Approval : (1) This pertnitwas issued in accordance with the provisions sei forth in yopur application and is subjectto the laws of the State of Colorddo and to the Zoning Regulations antl Builtling Code of Wheat Ridge, Colordtlo or any other appliwble ordinances of the City. (2) This permit shall expire if (A) the work auihonzetl is not commencetl within siMy (60) days from issue date or (B) ihe building authorized is suspendetl or abandonetl 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 he made in the original plans and specifications and any suspension or abandonmen[ has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done thatwill change ihe natural flow of water causing a dreinage problem. (5) Contractor shall no[ify the Building Inspectorriventy-four (24) hours in atlvance for all inspedions and shall receive written approval on inspeclion card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drewin95 antl specifcations shall not be cons[rued to be a permit for; nor an approval of, any violatlon of the provisions of thildin9 codes or any other ordinance, law, rule or regulation. r,,~- c~ a Chief Building Inspect ~ THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value : $398,336.00 Permit Fee : $2,377.25 Plan Review Fee : $0.00 Use Tax : $5,975.04 Total: $8,352.29 Use: BUILDING DEPARTMENT USE ONLY DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8177 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 11/23/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 10050 W 41ST AVE, SUITE 200 Phone : 303-208-1452 Contractor License No. : 19520 Company : Fransen/Pittman Construction Co., inc. 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 W~heat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED r,-/N ~g &DATE II-X' l~ Description : Tenant remodel Construction Value : $398,336.00 Permit Fee : $2,377.25 Plan Review Fee : $0.00 Use Tax : $5,975.04 Total: $8,35229 Use : BUILDING DEPARTMENT USE ONLY ~~~mm Approval : SM Zoning : R-C Approval: DM liwimomminom Approval : Occupancy : Walls SIC : Sq. Ft. : Additional offsite parking permitted per "3rd party parking agreemenY" Okay per comments ~ Roof : Stories : Residential Units : Electrical License No : Plumbing License No :18608 Mechanical License No : Company : Company :HELM CORPORATION Company : Expiration Date : 10/30/96 Expiration Date : Approval : Expiration Date : Approval : Approval : (1) This permit was issued in accordance with ihe provisions se[ forth in yopur application antl is subject to the laws of the State of Coloredo and to ihe Zoning Regulations and Building Code oF Wheat Ridge, Colorado or any other applicable ordinances of ihe City. (2) This permi[ shall ezpife if (A) the work auihorized is no[ commenced within sixbj (60) tlays from issue date or (B) the building authorized is suspended or abandoned for a period of 720 days. (3) If [his permit expires, a new permit may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be made in the originalplans antl specifications and any suspension or abandonment has no[ exceetletl one (1) year. If changes are made or if suspension or abantlonment exceeds one (1) vear. full fees shall be paid for a new pertnit. (5) = problem. and shall receive written approval on inspection card 6efore (s) The issuance of a permit or the approval of drewings antl speciFlCations shall not be construed to be a permit for, nor an approval of, any violaUOn of the provisions of the building codes or any other orUinance, law, rule or regulation. L'i rLL611 Chief Building Ifispector 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 C1TY OF WHEAT RIDGE Date :`7J` 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: PropertyAddress: (UD5() W. 415'rAu`~ J'uI ZOO Contractor License No.~ n~ .T~ °I- P, 47tZ,-k Company : / y s~ - OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND 1 hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and ayree 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 pertnit. (OWNER)(CONTRACTOR) SIGNED 1 1l~bPf'I" -A/.p Ke-n DATE~ ~ y K(1. Description: ~ ef c~'~f15~~/ IL)/~aYl~ ~~lS~l SQnShaWI'!R BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval ~ Ieq:~> 144a : Zoning : R- C - lr~q t.t.~iR.o vu.V✓e rq.{4....5 ~rdlPTf~ICb~~RtS~ Approvai: AwinoNa.X_ p°"nsb CAF21~t rv~p F~aZ 3~, h04Zr`l ~ P.Qbli"~,)111a~ Paa N Approval: 1 t ~23f9d Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No :J'&~~ ~ Mechanicai License No :J qWU Company: Company: Company;-- Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approvai : (7) This pertnd was Issued in accorEance vnN the pmvisions set lorth In yopur applii~ation and Is subjecl to the laws ol the State ol CobraEO and to the Zonirg RegulaGOns antl Buildiny CoOe of Wheat Ridge, CobraCO a any other applicable oNinances of the Ciry. (2) This pertnif shall ezpire d(A) the work auVwnzed is not commenced wiNin sixty (60) Eays from Issue tlate or (8) the building auNOrizeC is suspended ol abanEoned for a peAod o1120 days. (3) II Ihis pertnit ncpires, a new pemR may be acquireG for a(ee o/ one-half the amount nomialty required, provided no chanqes have been w will be made in the original plans and specifications and eny suspension or abanAOnment has not ezceeOeE one (1) yeac If changes are matle ot H suspension w aCanEOnment exceeds one (1) year, full fees shall be paid lor a new permil. (4) No work ol any manner shall be done Ihat will change the nalural flow ol water rausing a drzinage pro6lem. (5) ConVacior shall iwtity the Building Inspector hventy-four (24) hours in atlvance lor all inspections and shall receive written approval on Inspection cdrd belore procee0iin9 wNi Successive phases of ihe7'ob. (6) The issuance of a pefmit or the approvel ot drawings and spedfiwGOns shall rwl be consWeG to be a pertnil fw, rar an approval o( any NolaUOn ol the provislons . ol the huildinp codes or any other adinance, Ww, mle or reguWtion. / .f!,V t Chief uildi nspector For Mayor ?HIS PERMIT VALID ONLY WHEN SIGNED BY TNE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Phone : Phone : 620a - a(05 '-)DOa Permit Fee : Use Tax : ~ Total : ~ 7 00 . Use : ~ ~52, Zr-/ oa (~orn.~c~~-P OC- 28 '98 12:09PM HINES CONDON & ZARLENGO P.C. P.1/3 Facsimile Cover Sheet To: Darin Morgan Company: City of Wheat Ridge Phone: (303) 235-2$77 Fax: (303) 235-2857 From: Bob Zarlengo, GPA, CVA Company: Hines Condon & Zarlengo, PC Phone: (303) 421-4775 Ext. 95 Fax: (303)420-3627 Date: 10-28-98 Pages including this cover page: 3 Darin, as we discussed yesterday, enclosed please find copies of the Carusa letter and the Pain Centers af America, Inc. letter that were delivered to the Fire Marshall. Please forward these to Sean McCartney and have Sean cali me to advise whether I need to still pursue addional parking spaces from the House af Lords property owners. Thanks in advance for your time in this matter. F:1Gients134981Darin Morgan 10-28-98 Fax OC?28 '98 12:10PM HINES CONDON & ZARLEN60 P.C. OctOber 27, 1998 Mr. Dave Roberts Pire Marshai Wheat Ridge k'ire Protection District 3880 Upham 5treet Wheat Ridge, CO 80033 Dear Mr. Roberts: P.2i3 Please be advised that Caruso Kitchen TJesigns d-,s : ot stt-ve, us;, oT have any intentions of using any flaffunahle materiats az our 10050 W. 41" Avenue location. If any iefsnishing taucleup is needed, it would be completed at each job site. We have no intentiona of ever fabricating or refiqishing at titis location or any other Camvo Kitchen Designs location. PTease call 'ff you have any questions. Tbank you. Sixtcerely, CARUSCi HITCXN DESIGNS, INC. cc: Robert Zazlengo, CPA IC&P Properiies Y7azittt Morqan Codes Adwinistakion City Of Wheat Ridge 10050 W. 41 5t AvenuO ( 41 st & Kipling) o Wheat Ridge, Colorado 80033 a (303) 432-9131 u Faz (303) 432-9033 88/1 OCT- zB '98 12:10PM- HIwES~C'ONDON & ZRRLEN60 P.C.. . A~,g-13-9909:05A DEVREVFAX 303 235 2857 q~v-3Ga~ rha City oi 7500 WEST 29TH AVENUg • WHFJiTpIDGE, COLORqpp p3215 GWhea~ ~ 9Rldge Augusc 10,1998 Gary wilson Comimercia! $uilding Setvices Post-it' Rax Note 7671 FAX 730.3067 . . RE: 1(IOSOWect41etsvnnue Ph~eF~Qy- s- Dear Mr._Wilsan; P.3i3 02 P.02 Per your request, cbis letter is to ciarify wether - noc a sp~ler ' for the above tcferenced address. °'ill be requized Ifche secoad floor is finished and meets the occ., pancy reyqirements to be elassified as a "B" Oeaupaztcy as Stated in the Uniform Building Code sad the 6rst floor level occupaney dpeg not conscitute an "F_1 " pCCupaney, classificaGon [hen ne sprinkler system will be reqltized. Ifthe second floor is finished and meeLs the ocet panCy requirement5 to be classified as an "I-1.2" bccapancy (more than five pauents) as stated in the Unifoim Buitd'u1g Code, and the $rst floor level occupancy maintains a classification of a"B' Occupancy a sprinlcler system wili he required. 1f the secand floor is finished and meeu the occt pancy requirements to be classified as an "I-1.2" Occupancy (aiore than 6ve patients) as stated in the Uniform Bnildiag Code, and the First floor Ieve1 occapancy meecs the classification requireme ats of an "k.1" Occupancy a sprinkler system wi►1 be cequired and a Three Hour floor/ceiling a;sembly wi11 be required. By maintaining both floors as "H" Occupancies 6ere wi[1 be na requirements foz a sprinkler system to be instalted, please contact our o~"icq reference any changes or alteratians to assuze the "B'• pccupancy c1assiFication is maintained Sinccret/, y~•"// ` Darin Morg ! Codes Abministrator a address file d>ave Robetts, Fire Marshal, Vyheat Ridge Fire F'iotection District p 1~(p Bob Gaspar, Comb. Building tnspector - / l3D3) 234-59W . ADMINISTqATION FAX; 236b92a . F2LICE DEPARTMEN7 FJU(: 235•2919 Darin Morgan Codes Administrator City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80215 September 21, 1998 Dear Mr. Morgan: At our recent meeting with Dave Roberts, Rob Aitken, you, and me, you had inquired about the number of patients who might be temporarily incapacitated at the Pain Centers of America Ambulatory Surgery Center proposed for I0050 W 41St Avenue. You had also indicated that this number should not exceed five patients at any one time. I had indicated to you that we would not have over three patients at any one time in the ASC and that it would be extremely rare to have over one or two patients who might be mildly incapacitated following their procedures. This letter is to confinn our discussion. Please let me know if you have any further questions or need any additional information. Thank you. Sincerely, a r.ynn G. sroWn President & CEO P.O. Box 2589 * Evergreen, CO 80437-2589 Tel: (303) 679-8956 * Fa7c: (303) 679-8960 * E-mail: pcoa.com r' •~J ' ro~~ 6 a cs ~ w cfl , m ~ M ~ O~ O 00 W N O X ~ o ~ W ~ . ~ O ~ a~ > w VJRI3WV ~O ~ V. ~ Wl ~ ~ h WHfAT RIDGE ° FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box507 • 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424-7323 • Fax 303-940-0350 July 28, 1998 . Ta Darin Morgan Chief Building Official City of Wheat Ridge Wheat Ridge, Co. 80033 Subject' Building Plan Review for Pain Centers of America„~0950'~"4~ Deat Darin, After a review of the proposed plans for Pain Centers of America at 10050 W. 41 Ave., I am submitting the following information /requirements concerning this project: 1. The current fire alazm system will need to be upgraded with detectors added accordingly as the unit is built out. Plans must be submitted for approval prior to alteration of the system and will require a recalculation of the system. The elevator that is currently in place will not need fo be placed in a recall configxration with the alazm system. All electronically controlled doors must be tied into the fire alarm system and fail open in the event of an alarm. 2. Fire e?ctinguishers will need to be placed prior to opening for business 3. The building now requires a fire sprinkler system to be installed because of the use. Plans must be submitted for approval prior to installation. . Should there be any questions, the contractor can contact me af (303) 424-7323 to set an appointmern to address the concerns. Respectfixlly, Dave Roberts _ F.M., W.R.F.P.D. cc:file Memorandum of Transmittal SHG Wheat Ridge Building Department July 24, 1998 19219.00 Name Date Project No. SHG/SW Incorporated Bob Gaspar 2800 North Central Avenue pdtlress Project Name Sui[e 1200 Phoenix, Arizona 85064 7500 W. 29th Ave. Pain Centers of America Jaoz.zes.zzoo Wheat Ridge, CO 80215 Wheat Ridge, CO 8502.255l244 Location SmithGro p IR Company Solutions forthe natural and built environment We are sending to you, ❑Attached? ❑Under separate cover, via F2dEX the fallowing: Comments Following are: 2 sets Construction Documents, stamped and signed 2 sets Specifications, stamped and signed For your review. I have forwarded a set of each to the Fire Marshali for his review. ~ RECEIUED JUL 2 8 1998 Signed Christy Sensharma Telephone No. 1/98 Code Correction List October 30, 1998 Owner: Pain Centers of America Builder: Address: 10050 West 4155 Avenue Description: Tenant Finish, B Occupancy Medical Clinic 1. Area of rescue assistance is required with 2-way communication from second floor. 2. One drinking fountain is required for second floor. 3. Exhaust fan is required in toilet room 228. 4. Plans state sprinkler system is to be installed? 5. Correct cover sheet iriformation. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin MorgA~ Codes Administrator .3Tf0'6J0.rT'L7R/"'AL DES9G90y '9'VC. PARAGOR 831 EAST MISSOURI AVE. - PHOENIX, ARIZONA 85014-2642 602.264.7965 FAX 602.266.4321 May 26, 1998 M~mI'./R!/0b9{f~f yAp~(~IPIpp, AI/~ ^ JH53/Spy'VV 117VVESTy Ip~IVte. 2800 North Central Avenue, Suite 1200 Phoenix, Arizona 85004-1044 Dear Rob, STEVENAVAN LOAN, P.E. PHILIP B WALLER. F.E. CHARLES E MACKEY. P.E. PATRICK B NICKEL P.E. KENNETH G. LINDLER PEfERS.KENNEDY KURT F. KINDERMANN, P.E JEFFREYV. NOVAK, F.E. ROBERT A. GERMAINE, F.E. SUZANNE L PRESSLEY MARK H.L4RSEN,P.E BRYAN KSALT, P.E. AY your request, we reviewed the structural plans for the second floor of the "Caruso Kitchen Design Building". The building's location is 4095 Kipiing Street, Wheatridge, Colorado. We understand Pain Centers of America is moving into the second floor of this building and requires that several piecss of equipment be moved into this area. The purpose of our review was to determine if the weight of the equipment exceeded the buiiding design live loads. On May 12, 1998, I met with Christine Sensharma and reviewed the structural plans for the second floor. Ms. Sensharma informed me there were two pieces of equipment that you were concerned about. Both are supported from fihe floor and have the following plan footprint and weight; (a) 72"x35" (17.5 square feet) - 700 ibs., (b) 36" x 29" (7.3 square feet) - 500 Ibs. The size and weight of the equipment applies a load to the floor of 40psf and 68psf respectfully. llpon reviewing the structural plans, the design live load was noted as 50psf live load plus 20psf for partitions, for a total of 70psf, and therefore the design loads have not been exceeded. !f yau should have any questions, please call. Sincerely, DESICafV, INC. ~ ~ •^,?i"J~ P- . LkiJ teven A. Van Loan, P.E. President :jm ~ ~ STRl8CTURAL DE5iG9~9, f9VC. FWR-,- N; 831 EAST MISSOURI AVE. - PHOENIX, ARIZONA 85014-2642 602.264J965 - FAX 602.266.4321 i N, 4ikCV.i%iN "unYI 1 3iSJU i nSJcs i June 1, 1998 N1r. Robert Akin, AfA ~ 3 "R70'ri SHC°a1SO19'fFlWES'i, INC. 2800 North Central Avenue, Suite 1200 Phoenix, Arizona 850041044 Dear Rob, SfEVENAVAN LOAN. P.E PHILIP B WALLER. P.E CHARLES E MACKEY, P.E PATRIGK B NICKEL. P.E KENNEfH G. LINDLER PEfERS.KENNEDY KURT F. KINDEftMANN. P.E. JEFFREYV. NOVAK, P.E. ROBERT A GERMAINE. P.E. SUZANNE L PRESSLEY MAfiK H. L4RSEN, P.E. BRYAN K. SALT, P.E I spoke with Ms. Christine Sensharma on May 29, 1958, regarding the placement of a filing sy§tem on the second floor of the Pain Centers of America project in Colorado. She stated the filing system under considerafion is 18"x42" in plan and weighs 7351bs. In addition the file will be located at the middle of a 28'-4" bay. According to Ms. Sensharma the 42" dimension of 4he file will be perpendicular to the span of fihe 18iC4 joists which are spaced at 2'-0"o.c. lVlr. Scott Pedler, P.E., of Vulcraft indicated the capacity of an 18K4 floor joist is 276 plf. My calculations indicate the additior+al loading of the filing system is wifihin the capacity of the 181C4 joist, provided the file is placed such that the 42° dimension is perpendicular to the jois4 span. If yau have any questions, please call. Sincerely, DESIGN. iP7C. p,tA+ 324i9 o~ $ oF cata~'~ Steven A. Van Loan, P.E. President :jm SH SHG/SW Incorporated 2800 North Central Avenue Suite 7200 Phoenix, Arizona 05004 J602.265.2200 6 eoz2es.zzaa November 6, 1998 Mr. Darin Morgan Codes Administrator Cityof Wheat Ridge 7500 West 291h Avenue W heat Ridge, Colorado 80215 RE: Pain Centers of America Plan Review Comments Wheat Ridge, Colorado SHG Project No. 19219.00 Dear Mr. Morgan: We have received your fax, Code Correction List, dated October 30, 1998 and respond as follows: Item 1 We will comply. A two-way communication link will be established between the area of refuge, located inside the stairway in the Southeast corner of the building, and the fire alarm annunciation panel on the first floor. Information will be fonvarded. Item 2. A drinking fountain has been provided. Reference Sheet A2-1, Second Floor Plan noted as equipment mark E01 at Hall 201 and sheet P2- 1, Second Floor Plumbing Plan indicated as "mark" 2 EWC. Item 3 The toilet room 228 is an existing toilet room to remain. An exhaust fan is presently located in the ceiling and it will remain. A SmithGroupi Company Solutions For the namml and built environment Ann Arbor Chicago Dehoit Madison Manila Phoenix S"ao Paulo Washington DC Item 4. A new sprinkling system design has been submitted and will be installed as required by the Colorado State Department of Health, NFPA 101. It is our intent this system be installed throughout the building. Once the sprinkling shop drawings have been prepared by the Contractor, these will be forwarded to you as well as the W heat Ridge Fire Department, as previously requested by Dave Roberts of the Wheat Ridge Fire Department. Item 5. Per our phone conversation this morning, attached please find the revised Code Analysis information, item no. 7 Allowable Areas. Please let me know if I can be of further assistance. Sincerely, SHG/SW, INCORPORATED Christy Sensharma CS/km j:/cod110698.doc Cc: Lynn Brown Joe Pflug Robert Aitken Nav-CS-98 10_32~ 0-.VRtVFA.; 303 23B 2S57 Pe 0~ ~~~~~~~ivri L9st ecioberso, 19='8 Ownea: Faan ~enters of America Bsa3ider: Addsess: 10050 West 41 "Avenue Descr5ptsoaa: Tessanf Fsnish, B Occaaparsey ARedicai C71nec 1. Area of r$scue assisdance is required yvlt3t 2-1 day cornrvrusaoca3ion from secosatl fiioor. 2. One drlnkgng fouratain is required for secanc flacr. 3. Exhaust fan is required in toilet room 228. 4. Plans state sprirvkler system is to be instal9r d? 5. Corract cover staeeY issfarmaf6on. Please rna{ce these addotions or correctaons to the s.jbmittal and P2suberait for review, i#you have any ques4ions or comments please feel ffree :o, cc>ntact rrae ai 235-2853. Sircerely, (7~ Dardn M~~agan Codes Admirsistrator ~ The City of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 G1Vheat 9Ridge August 10, 1998 Gary Wilson Commercial Building Services FAX 730-3007 RE: 100 0 W st 41 c Av nu Dear Mr..Wilson: Per your request, this letter is to clarify wether or not a sprinkier system will be required for the above referenced address. If the second floor is finished and meets the occupancy requirements to be classified as a "B" Occupancy as stated in the Uniform Building Code, and the first floor level occupancy does not constitute an "F-1" Occupancy classification then no sprinkier system will be required. If the second floor is fuushed and meets the occupancy requirements to be classified as an "I-1.2" Occupancy (more than five patients) as stated in the Uniform Building Code, and the first floor level occupancy maintains a classification of a`B" Occupxncy a spriukler system will be required. If the second floor is finished and meets the occupancy requirements to be classified as an "I-1.2" Occupancy (more than five patients) as stated in the Uniform Building Code, and the first floor level occupancy meets the classification requirements of an "F-1" Occupancy a sprinkler system will be required and a Three Hour floor/ceiling assembly wiil be required. By maintaining both floors as "B" Occupancies there will be no requirements for a sprinkler system to be installed, please contact our office reference any changes ar alterations to assure the "B" Occupancy classification is maintained Sincerely, Darin Morg~ Codes Abministrator cc address file Dave Roberts, Fire Mazshal, Wheat Ridge Fire Protection Dishict Bob Gaspar, Comb. Building Inspector (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 U z <t a ~ U O O E V Nr1"~"1 F-4 E 9 U ~ ~ ~ ~ ~ N L rt ~ i ~ v LL m 0 W ~ ¢ m a ~Qa O ~ L O 3 m Ly3v 0S ¢ ~rm U 3 IL J 0 3 0 m m O L O C _ 0Y -U w3m C 9 n -5 E.. ~ ao~n 0 V 3 p D c a m m3n amo ozi a m 9 m "n9c ~ U(p y 0 % V ~ ora V anm~ 0 C ~ ~ ~ o m m m N C m C l6 L N U m O 0 aaat c E c.. - c ~ « co a E c m « m N ~ d U t> oo O qaUn 9 mp1 T ;tCE > ~ 0~(o ~ - vv rm¢¢ ~ 0 L L ~ n33 v ~ ~ N > Q +1 N V 3 O ~ O O .--i y w ~ 0 0 Q _I. ¢ W Z O N L) i N N rn C V m b U s E E 0 U ~ 0 a Q Z U Q1 7 C v > Q Y ~-yr ~ 3 O ~ 0 0 ~ . ~ Z w o Q ~ Q U i-r ~ w ~ W J Q W a ~ ~ m v v W 4- O W N a ¢ a ~ Z O J J 0 LL W F ¢ O m N m U 0 c 0 a tr \ L 3 m C 9 a ~ ~ a a m N L 53 0 O T m CJ m « ~ E = o m T A U E `m m a a ~ U m U L 0 H O c ~ W2 L U ~ 2 U `o m 6 ~ ~ I-E D D m a N U N IL d E LL ¢ 3 9iEb-96 uaewnnLwuaa DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4316 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 12/6196 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 10050 41 ST AV Phone : 421-4775 Contractor License No. : 18959 Company : Commercial Building Services, Inc. Phone : 730 3001 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 oFWheat 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 Whea inances,~for wer this permit. 7/ . (OWNER)(CONTRACTOR) SIGNED ' DATE ' S~t Descriptian : FREE STANDING SIGN Construction Value : $5,000.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $60.00 Total: $75.00 BUILDING DEPARTMENT USE ONLY Occupancy : Walls SIC : Sq. Ft. : 46 MONUMENT SIGN MEETS REQUIREDSETBACK AND SIZE ALLOWABLE Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ WANN ' N' , i (1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subJ~ecl to the laws of the State of Colorado and to the Zoning Regulations antl Building Code of Wheat Ridge, Colorado or any other applicable ortlinances of the City. (2) This permit shall ecpire if (A) the work authorized is not commenced wi[hin sizty (60) tlays from issue date or (B) the building au[horizetl is suspended or abandonetl for a penod of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally requiretl, provided no changes have been or will be made in the original plans and specifcations 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 6e paitl for a new permit. (4) No work of any manner shall be done thaF will change the natural flow of water causing a drainage problem. (5) Contrector shall notiry the Builtling Inspector hventy-four (24) hours in advance for all inspechons and shall receive written approval on inspeclion card before proceediing with successive phases of the'ob. (6) TI~ issuance of a permit or the approval o~drewings antl specifcaiions shall not be construed to be a permit for, nor an approval of, any violatlon of the provisions _ o9tfie bdildinq codes,eFany other orpinance, la}v, rule or regulation. iief 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 Date : Property Owner Property Address Contractor License No. Kn P PR0P4Krik:f "o o so w•~{/ A11, icz38 Company : COKfQF./2GlAL &oG '1ifaP✓lc'ar OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the sefback 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 alleqations 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 permd. (OWNER)(CONTRACTOR) SIGNED -,0~1'zlATE/ I-' Description : F,PxF ✓'r~o~.~6 Si~~✓ BUILDING DEPARTMENT USE ONLY SIC : ZonTn ommen~ 1z,~~~ Approval: &/i, p.tvuurnONf §n('rJ tA ec~ 7,e*~ -rr"e'hL1L aJ.1C> Zoning :f2 (i yt~. au.e~%~t3t~ • B`uifdin Comme`nts~ Approval: Approval: (pq ~ q,u.ava31-0 Sq. Ft. l.~(Q lLL ~(j(,E~U~LI 'f Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Plumbing License No : Company: Building Permit Number : Phone: Phone :730-300/ Construction Value SOGO 00 Permit Fee : Plan Review Fee : Use Tax : Total : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ ~P_.lans'~~qTiir.ed ~ ~„PIao~Req~ii tcetl~ ~ ~PCaTis'~ReqIIiied., (1) This permit was issued in accordance with the provisions set lorth in yopur application and is su6ject to the laws of the State of Colo2do and lo the Zoning Regulations and Buildin9 Code ot VJheat Ritlge, Colorado or any other applirable ortlinances of Ihe Ciry. (2) This pertnit shall expire if (A) the work authonzed is not commenced wilhin sinty (60) tlays from issue date or (8) the builtling auNOnzeO is suspendetl or abandonetl (or a periotl of 720 days. (3) If ihis permit ezpires, a new permit may he acquired for a fee ot one-haif the amount normally requiretl, provitletl no changes have 6een or will be made in the original plans and specifcations antl any suspension or abantlonmenl has not ezceedetl one (1) year. If changes are made or il suspension or abantlonment ezceeds one (7) year, full fees shall 6e paid for a new permit. (4) No work of any manner shall 6e done that will Uange ihe natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector Rventy-four (24) hours in atlvance for all inspections and shall receive written approval on inspection card 6etore proceediing with successive phases otihe job. (6) The issuance ot a pertnit or ihe approval of tlrawings antl specifcations shall not be construed to be a permit for, nor an approval ot. any violalion of the provisions of the builtling wdes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ ~ ~ T . - - 6 - ~ ' - v a ~1 . ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT RUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 4308 12/5/96 Property Owner : Property Address: Contractor License No. : Company: 10835 41ST AV 19297 Colorado Cliffs Electric 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 recor that all measurem4swn, and allegations made are accurate; that I have read and agr to abide by all coned on this application, and that I assume full r nsi " for compliaripf wiat Ridge Building Code (U.B.C.) and all other appl" le Ridge ordin s, f er)his permit. (OWNER)(CONTRACTOR) Description : SERVICE CHANGE - KITCHEN REWIRE 200 AMP Phone : Phone: 2159243 ConstructionValue: $1,500.00 Permit Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $18.00 Total: $63.00 Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : M (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subject to the laws of the State of Colorado and to the Zoning Regulalions and Buildiny Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) [he work authorized is not commenced within sinty (80) days finm issue date or (B) the building au[horized is suspended or abantloned for a periotl of 120 days. (3) If fhis permit expires, a new permit may be acquired for a fee of one-half the amount normally requiretl, provitled no changes have been or will be matle in ihe original plans and specifcations and any suspension or abantlonment has not exceetletl one (t) year. If chan9es are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone thatwill change the na[ural flow of watercausing a drainage problem. (5) Contrac[or shall notiry the Building Inspedorhvenry-four (24) hours in advance Por all inspections and shall receive written approval on inspection card before proceetliing with successive phases of [he job. (6) The issuance of a pertnit orthe approval of drawings and specifca[ions shall not be construed to he a pertnitfor, nor an approval of, any violalion of the provisions ,Qf ihe/,building Wdes or a9y otherprUinance, law, rule or regula[ion. Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 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 : L-<Cs--( ,,v I.lt Property Address :`Q v Phone : Contractor License No. : y 3 a.- ~ Company:'(!cS ~V&_0~0 Phone:~/~-7~ y✓ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setback distances proposed by this permit application are accurate, Pefmit FBe : and do not violate applicable ordinances, rules r regulations of the City of Wheat Ridge or covenants, easements or restrictions of record t at all measurements shown, and allegations Plan Review Fee : made are accurate; that I have read and agre to abide by all cond' ions printed on this application, and that I assume full p ibil' r compl' n ~ the Wheat Ridge 8uilding Use Tax : Code (U.B.C.) and all other appli abl , idge ord' ~ n work u er this permit. (OWNER)(CONTRACTOR) SIG D p7 S TOt21 : Description: YUl,ce ~t&f( Y--C, BUILDING DEPARTMENT USE ONLY Zorii`n~G"om-fiie~ SIC : Sq. Ft. : Approval: Zoning : Bwfdi g ~`ommenfs~? Approval: PG tipc;~rksC"omments~ Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: J ~Plans~Reqliice. ~ ~la~s ,Req~iT~ed. ~ a (1) This permit was issued in accordance with the provisions sel torth in yopur application antl is su6ject to the laws of the SWte of Colorado antl to the Zoning Regulations and Building Cotle of Wheat Ritlge, Cobrado or any other applica0le ortlinances of the Ciry. (2) This permit shall expire i( (A) the work authonzed is not commencetl within sixty (60) days from issue date or (B) the 6uilding authorizetl is suspendetl or abandonea for a periotl ot 120 tlays. (3) If ihis permit expires, a new pertnit may be acquired for a fee of one-half the amount normaily required, providetl no changes have been or will be matle in the original plans and specifcations and any suspension or abandonment has not exceetled one (7) year. If changes are made or if suspension or a6antlonment exceetls one (1) year, full fees shall 6e paid tor a new pertnil. (4) No work of any manner shall be done that will change ihe natural fiow of water causinq a tlrainage problem. (5) Contrador shall notify the Builtling InspeIXOr iwenry-four (24) hours in advance for all inspedions and shail receive written approval on inspection wrtl before proceediing with successive phases of Ihe'ob. (6) The issuance of a pertnit or the approval o~tlrawings and specifcatians shail not be construed to be a permit for, nor an approval of, any violation of the provisions ol the builtling cotles or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION O c m ~ A~ 7 (n R. ro w r- c+ m rt ~ (D a w rt N 0 Fn 3 ~ ~ n ~ o rn fi n . ~ ~ o ko ci' ko O m ,z , \ C1 m c m r 0 ro m H ~ 0 £ ~ m n r fi O N ? ~h ~ (D (D m 3 :3' 0 o w m F , 10 O C) ~ h y 0 V< ~ m G x z ~ ~ ~ ~ Ri ~ N W 0 Y . N h ct' (D 1C a ~ ri ~ 0 ~ ~ m r n £ r- m rn x x ~ ~ O N (D a n w , ~ N ~J £ F'- (D ct C <D a (D (D • t1 o N o cn r n ~ ct w ~ o ~ a w £ ~ ~ (D m a o fi ~ K ~ w N. r m ct ~ fi w m Q' m r ~ (D O r ~ ' ro h o rt m E ~ ~h a w m (D m cr (1) m n ,r ~ C 4C m ' a k Fh N p3i Yz r 0 0, o 0 O rn F, (D c+ N O n TJ n 0 c N• . N C~ m 0 N a ~ ct w O N C7 b m P. r ~ ro N ro \ o ° n (D O ~i fi ~3' (D L]+ w cr m O M ~ ~ O G r ~ m 13 co ~Dr O N ti o n E r- ro ~c :1 O RM N fh ~ o m h ct m F' a ro (D T5 N O .7 m w N r N fh o c 5 (D ro ct N N rh N- w cq m rt o m fi N r N H O rt m ro rt r- o .7 ~ E r- ~°n ct a n w E cr x m C) 0 ~3 fi n w 0 rt O n ~ CJ (D c m N 0 ro m H ~ 0 E ~ m n E ~ N w a ~ D ; a W ~ (D A o - o i O . y 3 w ~ a n 0 S ~ d N m n Ft r• ro rY r• 0 ~ C 7 h rr r w ~ ~ m O w ro N• ~ ~ m 0 0 n 27 r m fi N a a ~y w ~ x O ro fi F, 0 :5 m ~ W O 0 0 0 fi O a m x N r a F'- ~ (D N 0 K 0 $ E f'- rF :r F~ k o ~ O ~ rn m E~ ~ C+ m ~ w . ct n ~a rD F'- a w m O R7 rr 0 :j dl H '3 7 O (D N ~ E ro C) :~r • H. 0 w ~ r n ~C ct U7O ~ x Fh i rD a ~ m m wm ` co h c ~ a o z s r N• n o a m n O ~ o Oo ~ o ' o ; w ~ i a i i ~ i i i i ~ ~ i i i i ~ i I I ~ ~ ~ i ~ ~ i ~ ~ d' 0 r r q z rn til C/I r ~ ~ O z E d rA ro ~ ro ~ H ~ x ~ z H O ro H H ~ z ty O F4 [i7 w s~ O Q z 0 H H a 0 E z w ~ W W a ~ a' 3 O a U ~ w ~ N ~ Q w H a w U U a J Q V ~ J ~ ~ ~ ~ ~ ~ a 4J ro N ~ S W 0 >1 4-) U i -P G ~ E -P w m LL N Ca W rn C ~ C ro ~ FL 44 0 Ca W c O .H a O i x a ro ~ c~ ~ A E ~ z m C 4 a m N ~ s~ ro ro ~ N N ~ 0 \ ~4 ~ a O ~ N ~ N ca ~ S~ 0 -P U ro s, 4-) a O U ~ ~ A E ~ z m C 4 a N N N ro ~ ro (0 ,y Ca ~ 4-) c o (1) c E a) ro a) o s, -ri +1 rn p •r+ ctl N U m Q a~ ~ E 41 >1 p N ~ a) w E o b) U `O bi ro r~ a w cn ~4 ro 'ri -P U 4 N 3 O 44 4-) U) O N N >r ~ o -P ro w •.i -N U P+ >1 ~ U N U C ~ U ro ro a w ~ U O O U C1 O N ~ w m o ro x ~ -P N C -P N O m ,C E U -P .H W 'h i0 .r{ c, ro x a) (1) -li U ~ N N ~ m ro -r, ~ ro ~ Sa N U O A k E ~ a) (0 o E. E 1110 L 5 348u■ 1; LO 20009081: i0 94889u• BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice G.--- Job Located at ~~UL~ Ld 1 have this day inspected this structure and these premises and have found the foilow~pq violations of City and/or State laws gov- erning same: ~CGCSS 7` ~ ~tJU~FS Z) You are hereby notified to correct the foregoing violations. Wheq corrections have been made, cali for inspection. /I/ Date I FOHM WRB-72 I DO NOT REMOVE THIS TAG tor Builtling Dept.' ' ~ ..C._`__~ `:.C•'~_ r.-'_ V v I I _ ..r T~~N _ ~ ~,C J_'e ODSD L(i ~ ~ ClJii-]Ul.^_] ~ I . ~ ~ ~ ~ ~ ~ ~ ~ ~ oLa ~ ~rU ~3m Q L ~ Rj 6.. V1 ~ a O m V U m ~ 0 0 3 . O 3 - ~ ~ 9m o a) 0 ; E ~ ~ ° . ° a QO~; ~ ~ w n0a N U y~v W W o > U Cq ~ «aomi O g ~ O a ~ O m ~ o o~a ¢ ma a`mc Q i Q rT. a Q 2 0 O~ V U W t o 0 p m m Q O = W U V C itl U 0 N ~ m ` m m 3 ~ v CD ~ W 3m a m 0 ~ ~ o~¢ o~=0 w L m a v t r C ~o f-- ~ ~N L ~ 3 ~~Wo O U O Fi ~E~m ~ r L`mNa Q f~~ r d V ti 0 U pl O N F~i ~ . - - ° aCJa y al CD m.'d ~ ^ v ~ z E ~ O m ~ D W 0 = o i- •r m r ~ ¢ n-. U 3 m y LL' ~,1 m m °a o a~ o - J a+-+ ~ mEmm ° ,~-mLL Y zn roo,t, ~.~~n33 CDecrt rnrt3~ j s t- ~ r a - w c W i•r • c a r m j~' Z J O It Ql ~ L ' ~ - ~ ~ . O > a-~ .Y CJ (D 1O J X 1~ r- ~ z WS ~W ~ S C)~6 rt J-~ ~6 r 2 Z C G - r C 52 y y W d LL 1 i . O ~ t i Q~ N ~ i v ~ m ~ m ~ U i N E E 0 U 2 0 ¢ ¢ f Z U N ~ ~ ~ > m C N ~ U N N 4- cl' 4- 3 0 ~ O O ti N Z W 0 ¢ a 0 0 Q ¢ U ~ w ¢ o 2 w a J w W a ¢ a ~ Z O J J O w x ~ 6 0 LL - Y c' p ~ ~~~il~ur ~~,a~si~'~.~ £ZbE-96 ~x~a t~t1t~ Jltt£ti~ SS1Yr ~v: ~~1 {6 ~~`i. ~7(1~~~;'.~ ~ tl3911fINLNtl3d 3 C m m m 0 c 0 n 3 m a W c a v ¢ n' m N t O O Y umi U =m m~ ~ ~ O ~ V E `m m a ~ U 0 ~ t O (R O m C U m L o r Z U `o d N ~ ~ m L U `o N C E a ~ O N O LL ~ € LL 3 DATS : //-8 S A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: 60," GrJ . J-~ C-~- PURPOSE OF STRUCTURE: Building Dept.Approval: r`~ Remarks ~ ~ ~ir y v in-~ Zoning Approval: Remarks 0 l l °0 1~ L~` o~~-.' DATE: l/-o _yG TO: PUBLIC WORKS DEPARTMENT FROM: Building Department (2 C) RE: The property at ~aQ S~ w- ° ~ _ has been signed off by the Building Department and is ready for a CO inspection. Once the inspection has been completed, please in£orm the building department as to the status. Thank you. PUBLIC WORKS APPROVAL Remarks: CO V` W Z E- O WUS ~ j C,5 U ZZ W a W~ Z ~m 0 W LL W 00 I= Z a~ i_JW W , JN ~ ~A a v W I3O v/ P oy o z cl) WQ ~ N ~ O , z CO) Z 2 ~ 1"- N ~ a ~ U z ~ ca a ~ ~ ~ o ~ c ) ~ J a W rn N ~ h W o .-i \ o ~ ~ = W Z W ° ~ . j C'3 0 ~ Q ~s N a, ~ oC ~ V N " ~ Z W W ^ ~ > a N a, 7 m Z rtr C" N .--i GF M L N f6 iii w ? ~ N ~ ct 3 i ~ . ~ U J ~ H o a o d W ~ °o ~ °a a ~ O O y y~ ~ 0 ~ w a ~ Z ~ O U Q - o ~ N Y Ln Q 0 J W Z O 4 ~ Z U 6 m tn \6 m o V 4L 0 W ~ cl) EL. N = z ~ 0 C7 Z Z ~ lr W a ~ W U a (L W F Q o J J a a z 0 cn ~ v ~ - D ~ ¢ ~ O U w ~ Y n Z _ ~ W a (D Z , ° a J, 6 3 - g o ~ ° c ZT- ° ~ C ~ LL N C O ti N C N U C ~ O C O(DC o ~ N L lC d ~ 0 w Z (D CD z w w m a W > 0 m a r- Z W F w cc U z O O Er D O (L c7 ~ Z W w m U) a W > 0 m Q ~ m 0 0 J LL ~ ~ O a. H 0 Z O 0 v ~ ~ o v ~ V J ~ .r ~ C = O N y C ~ ~ Y ~ C m lL C O ~ w G C C ~ 3 O C o Q O ~ y Q C 7 V d W ~ - x LL U ~ m W X LL ~ ~ d ; C o 2 a ed y V ~ J ~ c`6 Q O ir E N o 4> IL N - O o N ~ m w 0 0 Q a d al H d o y ~ ~ O a ` O LU LL W ~ _ ~ vo 3 J = w Z _ ~ G G v) o~C W ~ ~ ~o 0 Z Q ~ d V av~ ~ 00 U Z W V ~ Q ~ U Q mmi ~ ~ ~ ; ~ ~ ~ ~ ~ ~ CJ ~ \v r Ni J ~ 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 4090 10/23/96 Property Owner: Property Address : 10050 41 ST AV Contractor License No. : 19265 Company : A J I Fence, Ltd. Phone : 730-3001 Phone: 289 4388 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 gree to bide by all conditions printed on this application, and that 1 assume full respo ibility fo mpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicableeat Ridg ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $2,900.00 Permit Fee : $75.50 Plan Review Fee : $0.00 Use Tax : $34.80 Total: $110.30 Description : 4' CHAIN LINK AROtrND PARKING AREA; 6' CHAIN LINK WITH VISUAL SCREEN FOR TRASH ENCLOSURE BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MR 10/23/96 Zoning : R-C Approval : Approval: Occupancy : Walls MUST MAINTAIN VISIBILITY FOR BIKE PATH AND CURB CUT CONNECTION WITH 41ST AVENUE Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approvai: Approval: Approval: (1) This permit was issued in accordance with the provisions set forih in yopur application and is subject to the laws of [he State of Colorado and to the Zoning Regulations and Builtling Code of WheaF Ridge, Colorado or any o[her applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced wi[hin sirzty (60) days from issue date or (B) the building authorizetl is suspentled or abandoned for a penod of 120 days. (3) If ihis permit expires, a new permit may be acquiretl for a fee of one-half the amount normaliy required, provided no changes have 6een or will be made in the original plans antl specifcations and any suspension or abandonment has not exceeded one (i) year. If chan9es are made or if suspension or abandonment exceeds one (1) year, full fees shall 6e paid for a new permit. (4) Noworkofanymannershallbedonethatwillchangethenaturalflowofwatercausin9adrainageproblem. (5) Contrector shall notiy the Builtling Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of the job. (6) The is ance of a permit or the approval of drewings and specifcations shall no[ be construed to be a pertnit for, nor an approval of, any violation of the provisions of tYuilding/,odes or any other ordinance, law, rule or regulation. 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: K I--~' ? jZC/ PL si Property Address :el 00S0 CU • L( 1- Phane :'7S~c> Contractor License No. : 10 ar IZ- CompanY ~ A-2l ( )t~-kvGE c,TD Phone : z0. 5 - Y ~eg OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ANO AGREEMENT Construction Value : q cO Permit Fee : Plan Review Fee : Use Tax : Total : I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or iestrictions 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 respon ibility for compliance with the Wheat Ridge Building ,~e ordinances, for work under this permit. Code (U.B.C.) and all other applicable Wlat Ridc (OWNER)(CONT C~)SIGNEDDATE" G Z3 Description ~E~-~r,L ATZdvr~~ (~a~l'L6`"~y«li R'n~~ Lg~'O BUILDING dEPARTM,~~l1SE ONLY Zomng Comments`~ ~ n L' , Approval: Zoning Buifdm`g'Comments:~ S.~ Approval: ~ P.utiii-I[ks,: ommenfs_ Approval: SIC Sq. Ft. : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approvai : 8?PlaW. .Requi~e`d Plumbing License No : Company: Expiration Date : Approval: M 1JPlansSRequired Mechanical License No : Company : Expiretion Date : Approval: in 701rhs~R~ (i) This permit was issuetl in accordance wilh the provisions sel forth in yopur aDP~ication antl is subject to the laws of the State of Cobratlo and to the Zoning Regulations and Buildiny Code ot Wheat Ridge, Coloretlo or any other appliwble ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commencetl within sixry (60) days from issue tlate or (B) the builtling authorizetl is suspended or abandoned for a pedotl of 120 days. (3) If this pertnit expires, a new permR may be acquired for a fee ot one-haltthe amount normally requireQ provitletl no changes have been or will be made in the original plans and specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonmenl exceeds one (1) year, full lees shall be paid for a new permit. (4) No work of any manner shall be done Ihat will change the natural tlow of water causing a drainage problem. (5) Contractor shall notiy the Builtling Inspector lwenry-tour (24) hours in atlvance for all inspections and shall receive wririen approval on inspection card before proceediing with successive phases of the 7~ob. (6) The issuance of a permit or the approval of drawings antl specifcations shall not he wnstrued to 6e a permit for, nor an approval of, any violation ot the provisions of the builtling cotles or any other ordinance, law, rule or regulalion. 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 ~ ~ ~ , ~ ~ ~ > . J ~ ~ i~ ~ ~ ~ ~ ~ ~ ~ ~ U ~ ~ 3 p ~ y ~ la- O ~ ~ ~ ~ ~ ~v ~J ~3~ 3c~ I G C%^ La W) C5.9 0 PEAK ENGINEERING, INC. 14142 Denver West Parkway, Suite 195 Golden, Colorado 80401 303-279-0707, FAX: 303-279-2125 October 16, 1996 COMIVIERCIAL BUII,DING SERVICES INC. 7561 S. Grant Street, Suite A-4 Littleton, CO 80122 Attention: Mr. Gary Wiison RE : Carusc-Y-itchen Desigr Ru;lding PK. NO. 96-093 Gentlemen: l ~ .Sa (r/ W OCT 1g 1996 Based on our professional expertise and limited constnzction observations to the best of our knowledge and belief the performance of the contractor's work, for the following primary Structural Activities is in conformance with the contract documents, design concept and specifications. Structural Activities: * Continuous Footings * Continuous Concrete Stem Walls * Exterior and Interior Metal Stud Wall Framing * Eacterior Plywood Sheathing and Fasteners * Second Floor and Roof Steel Framing * Bolted and Welded Frame Connections * Metal Floor and RoofDeck Fastening If you haue any questions, please contact us. Very truly yours, PEAK ENGINEERIlVG, INC. " RE~ Z~~r' ~ LEf°'ST```9 ` ! i Donald L Berry P.E. : c O; Q,~. 9Fa F < P , President _ ~s o 138~6 cc: Gordon Lewis < =9 0~°°moee~ E~.+a° ONA DLB/tlp "I To Owner/Contractor ~,e,~•_j. gDate w~ 6 Building Name Building Addressloo <-6 Ul• ~ ~ C i Compliance with the following, prior to requesting an elevator inspection, will minimize delay of final approval. Machir_e Room 1. Permanent access provided. 2. Machine room door must be self closing & self locking. 3. Permanent lights and licjht switches-- minimum 10 ft. candles at floor. 4. GFI outlet 5. Dedicated 110 volt light switch for car lights labeled "car liqhts". 6. Main line disconnect locatea jamb side of machine room door. Note--Sprinkler in machine room will require a shunt trip breaker and rate of rise, 135 degree, heat detector. 7. Only piping or equiptment directly connected to elevator equiptment is allowed in machine room. No other equiptment will be in machine room. NO EXCEPTIONS. 8. Proper venting is required. 9. Minimum clear headroom is 7 ft. 10. Smoke detector is required. Hoistwav and Pit 1. Hoistway completely enclosed. Fire rated when required. 2. Hoistway venting minimum 3 sq ft, if penetrating more than one floor. T2' BRACKET O,A. 22" BRACKET O.A. ~?M THE 9TARTINO CURRENT 19 A TA F PlEASE YERIFY OILDRA LIC VAT R , a.►us s~E RoM U~ ELE _ 0 t9 ~~x A NEANS TO RUTOMATICALLY DISCW~IECT THE 2 TO 1.5 TIME9 TNE MOTOR PATED A.C. AMP9. V E R l F 1 C A T I 0 N FRONT NALL THICKNESS TVPE: FLEETN000 21-N H~9 MAIN UNE PONER 9UPPLY TO THE ELEYATOR i THE STARTINO CURRENT OF 7 11ME9 ?HE MOTON ANO TYPE AT EACH LANOIN~ ~P PRIOR TO THE APPLICATION OP uAtER IN THE RATED A.C, AMPS IS A NOMINA~ STAN11N0 P(.q-FLR TRAYEI DOOR IOCATION 9PEED; 100 FPM Up 10p FPM ~0{IN MA) ELEV, MACNINE R40M OA H018TNAY NILL BE ' CURRENT 4AlUE. l5EE NOTE bl FI.R THKNESS (JALL TYPE ppERpTION: MICROPROCESSOR DMC-t/A EL.EVATOR CONTRACT DATA HL9 EIEV • 1 FURNISHED BY TNE EIECTRIC~I CONTAACTOR. if' ~ THIS MEANS SHALL NOt BE SELF RESET?INO. ~ OK 8Y; OK BY; . CAR ENCLOSURE: DOVER CAB - MODEL Ol Ip FPM DOLIN MAX. CAPACITY: 2100 ► ' . , ► ' ' 2 4 7/8 DRYWALL , ' OOOR TYPE: ONE SPEED - LEfT HAND SSOR DMC-t/A ~ HOISTWAY SIZE FINI9HE0 uALl9 ' PLRTFORM TF~C; 3 3/B' FINISHED Fl~ ;,j 1 4 7/8 ORYWALL CONC. ANCHOR ?ELEPHDNE: 8Y OTHER9 PiT I OK 8Y: OK BY, POtJER UNIT; EP-80A 20 HP PON AT PIT LEVEI ALL f1.00R5 A80VE PIT ~ 7~_p• Q~ 5TARTIN~: SOIID STATE OIOP CA8 - MODEL DLP JACK MODEL; 2-S T4tIN OVERTRI TYPICAL BRACKET MOUNTING i; P~uNCEA o.o; 3' l2) 8'x8' BIOCK DUT CYUNOER 0,0,; 5.15' WRLt THK: ,25' 1 P Cl ABV MR fL00R TOP aUiOE RAIL BRACKET TO 6 T'•6 CL A6Y MA FLOOA 60TTOM CAR RUNBY: 6' CAR BUFF BE INSTALLED AS REO 0. A80YE SEE NOTE !2 FINISHED fL00R IN OYERHEAD. BETUEEN PIT I'LR. 6 CAR BOL5TER ON CO SUPPDRT TO BE PROVIDED 8Y ~.p ,J~~~ BUFfER REACTfON tTYP, AT EACH BUFFEA GENERAL CONTRACTOIi. ' ~ E9T. NOAKING PRESS. 350 PSI 2' OIL LINE FROh~ TANK TO 2' CAR 5-2.02 FORMED u 5•d.41 F01 ~ S~IENCER uiTH 2 SHUTQfF VAIVE. ' ~ 2 OIL LINE t.lBl uALL) FROM FRAME I-6.06 CR09SHEA0 I-17.64 801 v wW „ TELEPHONE A•1.15 fl0Ax6'x2' A•2.03 70A ~~U n~ rCONNECTlON SHUTOFF VALVE TO JACK ~Q ~ ~ H FOLL uIN _ M~a o ~ I-'', h TA N ° ~ A MIN OF 3~- ~ coa a~- ~ IS S RTED A 0 ARE NOt INCLUDED IN ¢ a ~ ~ 6 ~ 1. A PIUMB, PAOPERLY YENTILATED HOISTUAV lA w UHEN FACiNO EACH OTHERI 2, ADEQUATE Sl1PPORT FOR JACK, GUIDE AAIL 81 ~ ,m SEE NOTE 1 REO'0 IN fRONT OF ALL mJ¢ ELECTRICAL PANEIS. AEIICTIDNS SHONN I. ~ ~ awU ; N ~ TO ~ Of TAROET 3. HOIS7WAV BARqiCADES RND AI.L CUTTING AND . 0 ~ ~Q~ OISCONNECT SuS. ~ HOIES ~ 6'-6 5/8' ENTAAHCES, SILlS, HNIL Fi1(TURES, OIL ANO ~ Z o i i z~~ ~ SEE NOTE 5 6 6 a 1, PIT UGMS Rt0 5171Tp{ CpNVEN~}ICE OUfLETS U( - ~ x ~ W ~ ~ TAROET HOLE PER C~R (ACCOADIIV~ TO COOEI, FpTE; ?N)5T 8E -1 d? x i~ i (9 V j j~ 0 5~ OEDICATED I~ YOI.T.~ Atp. ~1C~. N..Ohq trtM u z N ~ i ~ m ~ TEPo7WILS OF EApi REOUIF~7 CONTROIlER US LC w O„ ~ N , i d0 , W ~ Q r, p ~ ~ q z N Va~'i ~ - CAR LIGHT AND ALARM ClRCUfT 11(TH GFCI PI i ! c~ ° o i~ ~ c~ i~ a 7'- 0' M I N, N - G RWP CONTRO L UHEN R EIXJI R E D N i o U , h z qO~r OT --~Y- NpTE; IF STMqBY POkER !S 5U'PLfEO TO ELEVP f~a ~ i ~ t-1 ~ 4 a ~ LIOHT 9uITCH A p CONV GAOUP CONTROI 5ER41CE MUST BE 5TA ~ a i ~ w ~~d~- OU7L~T 9Y tlEN, ~ONtR. 6. p01f~N FEEDEaS ICOPVER NIAE9 TYPE qH RN( z ~ z u oaz~ CONTROLIER SHAL~ BE SIZED ~OR : x ~ Q~-~- FIN. P'LR. OB-243~r~ Srnarwo Cur~E'Nr uitH a rw FINISHED FLOOR 2 ~z~~ 5d RMPS RATEQ CI~RENT {rITN A MNX. A I I/~' EDOE OF PLATFORM ~ pAANCH CIRCUIT DiSCDNNECT 5111TCH SHRLI I ~ . _ 1 13/16 FACE OF RAfL 150 ar~ ~.Nnne oEUV ~usE oR ~ HEAT 10A~ IN MACHINE R,OM DUE Tp EIEY. EOUIPMENT - 8108 9TU/HR 1MPORTANT! FORMED GUIDE RA(L i10 arQ Tr~ cwcur e~wma oa MACHINE R0 M PLAN PER AN i RU f01. ; N Y MA ~NSTA~~ATION ~ioo w~o~.w,.a.o~~caar~. S LE 2 0 L CHINERY OCATION• A A N AND EOUIPMENT USED 1N CONJUNCTION BASED ON 240 V, 20 HP~ l . DJ CE T 0 LDG 1 uITH THE FUNCTION OR U5E OF THE - i ~ ~ GEN. CONTRACTOR MUST FOAHARD POUEA REO E L E V A T O R 9 N A LL BE PE R MITTED IN THE ~ - ~ EIEVATOA MACHINE ROOM. 1, AN ENCL05E0 MACMNE AREA f ACCOAOING TO AND YENTIlATION l NIN, 50'P NA%, IDO'f AlSO HEFER TD ANSI RULE 102.2; NOTE NUSi PROYIDE ADEOUAtE DOOR SIZE TO INSTALI.ATION OP PIPES OA DUCTS 07 LEAYE uALL IXlT UN11L EOV(PMENT I MAXIMUM CONVEVING GASE&, VAPORS, OA UOU(05 N IN H019T41AY9, MACNINE ROOMS, OA E, ENTRA CE uALI NITH UNTELS MUST 8E PAOV ~ UNSUPPORTEO ~ ~ HAr!~~NFRY 5PACF~, i cfT C?R IEa~F A AOl!C~N npK~INq i? ~~!nFA AI ~ nn~~ Snn~KC i ' OPtNIN(1 FILS. IN ft}iVJNO i'NAM~$ RFTtA TNE F100R-FLOOR TRAVEL SPACINO - 12'-10 1/2" 9, PQCKE7S IN CORRIDOR UALL t PER FIXTUtt~ 0 1 - 2 12'-0' NOTE; MUST B~ LOC~TED A5 DIAECTEO 8Y EL'~ NET TRAVEL 12'-0~ 10. SMOKE SENS6R5 f AS REOUAiEO 1. TOP O.T. + 3 i BOTTOM O,T. + l0' MACHINE 11, CONOUIT AND UTAIN~ FROM HOISTNAI' TO ELEY ^ E L E V. 1 ~cuain s~F~rr, OR FIRE REOUIRENE~ ^ TOTAL TRAVEI 13'-I' ROOM ~ 12 PIPE SI.EEYES, TAENCHIN4 AND BACK F1LUNa } N01E; 1F DISTAN(:E eETNEE~i '~~T AS SHOVN OR LOCATED BY ELEYATOA CONIRA RLOOR LEYE1.5 EXCEEDS ~ MAKI~AIN, AM ADDITIONAt. OUDE ~ W RNL BRACKET MUST ~ ~ 7'-6° CLEAR HOISTIIAY > PAOVIDED MIONAY, ~ J'-9' 3'- ' 9 w 6,. , r ut 3 9E 4f EN OUIDE9 W 1 1/2` t t/2' J I : j p, Z K~~ L a N 9' 6'-D' PLATFORM 9' ~ _ ~ PIT ~.IOHT SN, BY ~.C. 6'-s` MIN. CIEAR INSIDE W Z /'-0 A~BpV~. ~FIN. FLOOR ~ ~ r 4 d Z ~ gE~"""~' ~ IY STOP Su. BY D04Ek v CAR STATION: IMPULSE FIXTURE4, PU5H8l ~ W ' P-6' ABV. FINI9HED fL00R. M DOOR OPEN ANO CL09E BUTTONS, EMEROE ~p=. a w ~ ~ ~ ~ ~ "r • AllIRM BUTTON, FAN/LIGMT 9411TCH, EMER 1 PRIMARY FIAE SERVICE n~. MOUNT AlL BRACKETS LOCATEO A1 FLR: t o^ a ~ t 1'-OABELON ERCN = .~my 80X PI fIRE SERVICE IN5T. SkITCH BUZZE W/ALT AT fLR: 2 ~ w FINI9ME0 F100R IEVEI. _ p( (Typ) SUMP PIT Z ~ i - ~ 4~ ~/G~A CTE ~ ~ ~ ~ < CAR RIOINd LANTERN: STRIKE = 5 ~ ° ~ ~N' < ~ i FLOOftS , BUFFER BUFFER ~ , a b ~ ~ HALL FIXTURES FfNISHED FLOOR I I ~ ~ FRONT REAR ulD ~ ~ • ~ n r ~ H9•BU?TONS-DtIN 2 2 1JI x„ ~ ~~x R i e r•e• ~ ~ z ~ ~ o HS-fIRE-INS-UP 1 2 1/I ' ph,o ~ > _ _ ~ o W~ PIT lIONT ANO ~ r- Y+ ! p~ OUTLET BY O.C, I ~ i ~ a:. I 5EE NOTE d) ~ w I ~ q x, - p~ ~'~~~o ~ ~ ; ~ ~ _ tWJI~' a lhE K az ro a~ ~ ~ . ~ + W~ o CAA 9TA, r p, o N„ e a ' v•~aa ~ PIT UOOEN ~ M 8Y G.C, ~ ~ 7-12-96 G.C, FINAL APPROVAt SUMP P!T DATE SYM, REV(SION 4 1/ G R A T E S E E N O T E E i - ~ ti m @Y G,C. ' ~ DE51GNE0 PER ASME R1T.1 DC M FI1CE OF RAI 4 1/Y ~ POR; CARUSO 1 ZARLEN00 ~ a 2' '-0` CLEAR OPNQ ~ 3'-6' s SECTION VIEW ADDRES9: 415T AYE 6 KIPLINO AT 1ST - 2N0 ' GTY: LAKENOOD, CO 80033 4'-0' ROU~H OPNt3. 1'-0' ~ NOT TO SCA~E ARCHITECT: t r_r qiOUTN(3 BY (1C. OROUfPq BY QC. ~ w,' y`,.''~ N3 ~ T~ ~ OENERA~ CONTRACTOR: COMMERCIAI , ~ FT29~ED Fl.OOR F~ FUt9fA F100R FINIStfD ~ ~ , - ac• ~,~~s_ ~ ~ f ~ FLOOR ~~TE - FLOOR ^ ~ J,'. a' E~EVATOR CONTRACTOR: DOVER ELE' HOISTWAY PLAN ,,r.. ,~~a y"~ ~8 ~~T~ ~ fi,~!~r: v ~ DENVER, CC ~rE OEptINO ~i ~ QN(~iDR ~T~ ~ ~T~ ~ r'"~ r': THIS DRANINO ANO A~L INFORMATlON THERE 5 4 1. 5 1 LL x P R D P E R T V O F D O V E N E L EV A TOR T M , SYS E B, S U P P O R T S U P P O R T ^ PUBI.IC OR COPIED. THIS DRANINO IS LOANE OUICKSIIL OUICKSILL '~r,~`~~i DEMAND AN~ 19 NOT TO BE USEO DIAECTI.Y NOISTNAY ' BY DOVER. ~~~aY BY DOYEA DETRINENTAL TO TNE INTERE9T OF DOVER s. _ FAStxA r'~ NOTE A; Oil PfPE lINES AND FITTINOS SHAI.L BE PROPERl1' S 0 10 REII STRAIN, RAfL FOR~,ES ~ ~ ~ , ~ F~~A E~EVA NOTE 8; ALL AEACTION9 INCLUDE AIIONANCE FOR IMPACL ~ A1 PIT LEYEL AlL FLOORS ABOYE PIT F~ F! • 242 LBS. NOT@ C: DOVER ELEVA70A SYSTEMS iNC. TO BE NOTif! 0 OF ANY CHAN E GE TO ELEVATOA pOVE~ ELEVATOR SYST HOISTNAY OR MACNINE ROOM DESIGN, S1 PP RT T p 2 FG • 267 LBS, OHAUN DA1E 9RANqi .108 Nl1~BER LL SU 0 DE AIL NOTE 0; ELEYATOR DESIGN AND FABRICATION BASEO ON E9TIMATEO CA8 WEIGHT SHOWN. LAYOUT APPAOYAI WILL BE CON9TRUED AS FINAL CAB NEICHt, UNLE99 OTHERUI9E NOTIFIEO. MM 6/10/96 O34 -4 EG 061 T. r~ ~ Q ~ i!''. z' W ~ I' 3 v tD Q ~ ~ ~ ~ w ~ ~ _ N ~ ~ ~ N.. mpQ Y ~ ~ C Q Z ~ W O~ I ~ > W ^ J p W.. ~ ~ N Z J ~ I- e ( N ~ ~ - w a a ~ ~ w Q i ~ o c '',,h: w = ~ v w (i = w z t- Q ~ m w o U O O ~ W ~ _ m > t= t- g Z O O~ ~ i - ~ Q m W ~ J _ ~~O . W U ~ ~ W Q J ~ t- m w tn O Z ~ U ~ Q ~ ~ s O ~ Z Z ~ ~ Z ~ > ~ fY W J ~ ~ = W ~ Q Q ~ a Q w ~ W ~ 3 w w~- ~ W Z w d W 3 3~ ~ a V s f ; ~ Q w Z Q ~ ~ ~ W ~ o cn W w ~ a v Q ~ W ~ Q 3 W ~ d} ~ ~ c~ c~ 3= S ~ ~ J i ~ ~ ~ W W f- Z ~ N Z ~ 0 Z Z Q~ U ~ z = ~ ~ Y ~ I v p Q ~ ~ W ~ ~ N Q ~ o W ~ Q Q Z~ ~ D ~ W Q = Z ~ Q o 0 o a w ~ ~ ? w~ Q w 3 ~ a Z Q z w~ o = _ w . C . ~ z ~ ~ w~ a. 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I ~ ~ Q I ~ Q ~ ~ Cu p ~ ~ E I: I r~~ ~ ~ ~ ~ ~ i ~ ~ v~ ~ \ ( ~ ~(~r~, f,_ f ~ U X~» ~ z ~ ~ r ~ ~ ~ y~, , 1 ~ - $ _ A ~ I ~ c `~J'~!~l' z ~ ~ ~ a J c z z i I i I; z U i q ?5 ti ~ ~ a~_ z ' .A N ~ ~ z ~ ~ ~ ~ a ~ ~ ~___L.~__.1_i. k'~i ~ WI j ~ Q Z ~ ~ ~:~~~i c ~ W o l~ r-. J \y U ~ ~ ~ I J + ~ ~ ~ ° , a' v ' x ~ ~~~5 ! ~ \\~i ~ ~ ~ ~ ' ~ . J I ~ ~ ~ ~~V a ~ ~ N V J ~yjy~ w Q v Q~ O ~ Q ~ ~ ~ a ~ cv {E~Aj! e-i I! ~ ~-i ~I o z ~'dbl y ~ ~ J . ~ v ~ _ ~ ~ z , ~ ~ w ~ 1~.,.,~ z .a ~ i ~ < - I ~ ~ ; , ~ t ~ = ~~i ; ~ II . , ~ _ ~ ~ . i I 'I', , ( - ~ I i ° , 3. Projections and recesses setbacks more than 2 inches are to be beveled 75 degrees from horizontal. 4. Top of hoistway requires minimum of 42 inches refuge space after elevator reaches maximum travel in an up direction. 5. Pit ladder-minimum of 42 inches from lowest landing to top of ladder above finish sill. 6. GFI outlet 20 inches above pit floor. 7. Pit light (quarded) 20 inches above pit floor. 8. Pit light switch 18 inches above the lowest landing sill next to pit ladder and pit stop switch. 9. Sump pump if installed must connect to oil interseptor. NO EXCEPTIONS. 10. Sump pump holes if installed must have cover to provide a flat pit floor. 11. Smoke detector in hoistway at ceiling level if hoistway is sprinkled. Miscellaneous 1. Smoke detectors required at aach hoistway landing and machine room. Hoistway detector at ceiling if sprinkeled, not required if not sprinkled. Two zones requirad. 2. No foreign equiptment, piping, conduit, etc. in either the hoistway or machine room; only eql3ipment required for the operation of the elevator is allowed. Note: All equipment to be test=_d for proper operation prior to inspection. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3746 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 8/26196 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 10050 41 ST AV Contractor License No. : 17320 Company : Dover Elevator Co. Phone: Phone: 790-8566 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) Description : 1 HYDRAULIC PASSENGER ELEVATOR Construction Value : $24,780.00 Permit Fee : $252.00 Plan Review Fee : $0.00 Use Tax : $297.36 Total: $549.36 Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approvai: (1) This permit was issuetl in accortlance with the provisions se[ forih in yopur application and is subjectto the laws of the State of Colorado antl to the Zoning Regulations and Building Code of Wheat Ritlge, 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 tlate or (B) the building authorizetl is suspentletl or abandoned for a period of 120 days. (3) If ihis permit expires, a new permi[ may be acquired for a fee of one-half the amount nortnally required, provided no chan9es have been orwill be made in the original plans antl 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 thatwill change the natural Flow oFwater causing a drainage problem. (5) Contractor shall notiy the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetlii ifh successive phases of thejob. (6) 7he iss n of a permit or the approval oF drawings and specifcations shatl not be construed to be a pertnit for, nor an approval of, any viola6on of the provisions of the uii ng code,s or any other ordinance, law, mle or regulation. Buiiding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION _._r_ ~ I BUILDIN~G DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at I have this day inspected this structure and these premises and have found the foilowing violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date FORM WR6dY '~z . Inspector }orBulltling Dept. 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'XUI ~ n 114 a N E o. p. ~ ~ E a a o b`n ~ rt ~ p p~ fi E • (D W (D r'S tt fC~K K m m R. :3._ 0n ~ ~ ~ N- K m 9 w b' P. r- w r a C a m ~ a ~ ~p , K N r~r ~ n o cr a ~ n ^~J K (0 g N p m aa 7 .K O < rt~ r~nN G ~ m ro ~ K m'-nav °~J' E rt p x N a rt ~ o. m o~ " ~ ~ m w ~ rr x a o ~m a m ~ ~ z ~m fiG ~ H F1 fD LY (D r (D ~ ~ N N ~ ( ~ ~ O (D a *'b rt o~ n l< srtrn m n ro " ~nrc~ ~ n ~ a ~ < (D G tDr J tY rt Sl LQ rt ~ .'R ..4 N P, r- N p, t~ . G~3' r+ ~ . m y N rt N 01 m a~ E rt a 0 ~nEOn ~ 0w `t a a a a rym a K 't m o ~ ~ ~~"~~KpKK °S~ N W [t :I M x a rt rt a a o m CD t( _ lJU 41 N ~o E X :I ~L ~t ~traa . µ I vodm ~f ti r'S ~Q wwam N•r-r-•• x ~4 ~R ~R (D ID (D I 'lT 07 KS °<0) w Nz N ~ ~ o~-ow fi ~rt a x~ym m n<(D O mman m rt rr ry N 7 ct 7 N °n a rt< a r N n a fr r- w o :5 N a ti N O G ~ a c+ O b" N r r ' r m -4 :m ~ a ~ 0 ~i N N (f) (D ~ G w rt m N rt tr m ro m I~m a ~n G1 ~ N' ~ m E a m x K m m w a H lG N. (D ¢ o ~O x rt ~ z 0 0 x rt -1 f'" N 0 ~a n m ro m n rt O U r V- ~ C r a rt Y- O 7 N ` ~ N ft H o r_ ~ ~ ~ N N a r fr ~ £(D P x rt r-'< rt ~ . r• o a:5 G n N a Nro O N. 7~n w a < O ct (D 7 Y- ~ aoro N (n O ri N ti ~ rtro maio 's C ~ t)' r m(D o 0 x ~ 1- ~ d a cpF m F+~ 'J QJ ~ Q ~ n a m N ~ m G r- ~ ry r ~ ~ ro m ~ 5 N ~ z 0 d pf ~ro P] ~ a„ c~ ~ M H y ki o !v o ,t to ti ~o C bi ro 'o C r M r H H ~z ~ C' O Q, p ~d M cr H ~ ~ 7. ] ~.In ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3413 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7/12/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 10050 41ST AV Phone : 421-4775 Contractor License No. : 18959 Company : Commercial Building Services, Inc. Phone : 730 3001 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for wo\r~k jufn-der this permit. (OWNER)(CONTRACTOR) SIGNED=P~~,e~ -CKL-~~iV DATE 7 / Description : 2 story office building Construction Value : $497,894.50 Permit Fee : $1,861.00 Plan Review Fee : $0.00 Use Tax : $5,974.73 Total: $7,835.73 BUILDING DEPARTMENT USE ONLY Approval : SM 6/18196 Zoning : RC Approval: Approval : GK 7111196 Occupancy : Walis SIC : 7389 Sq. Ft. : 5365 NEEDS ONE (1) STREET TREE AND ONE (1) PARKING STALL. MEETS ALL OTHER R-C REQUIREMENTS SEE ATTACHED PUBLICS WORKS REVIEW SHEET Roof : Stories : Residential Units : Electrical License No : 1134 % ~2 Plumbing License No :18912 Mechanicai License No : Company :~Q1 l7 t~.~p ~f~iT Company :Victory Plumbing Co., Ina Company : Expiration Date : 6/13/97 Expiration Date : o2_/99/017 Approval : Expiration Date : Approval: Approval: q}uiIS, (7) This permit was issuetl 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, Coloretlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commencetl within sixty (60) tlays from issue date or (e) the building authorizetl 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, providetl no chan9es have been or will be matle in the original plans and specifications and any suspension or a6andonmen[ has no[ exceeded one (i) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done ihat witl change the natural flow of water causing a drainage problem. (5) Contraclor shall notiry the Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive written appmval on inspection card before proceediing with successive phases of the job. (6) The issuance oF a permit or the approval of drawings and specifications shall not be construed t~it for nor an approval of, any violation of the provisions of the buil g cod s or any o[her ordinanc , law, rule or regulation. , ~ ' , Chi ui ding Inspector For Mayor IS 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 -~cJom Property Owner : K& P PROPERTIES, A COLORP.DO GENERAL PA/R~TNE,RSHIP ~7 ~ Z~a W' l S4 "-Phone : 421-4775 Property Address : IDOSO y Contractor License No. : PENDING lsq.S % G' " UJ14~er~ Company: COMMERCIAL BUILDING SERVICES, INC. phone: 730-3001 7561 S. GRANT STREET, SUITE A-4 (~qq Q2QZ - ~ LITTLETON, CO 80122 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of rewrd; 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 thaf I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe72 e ordinances, fo ork under this permit. (OWNER)(CONTRACTOR) SIGNED ATE&ZA Construction Value : 497, 894.50 Permit Fee : 2 -,~139 .-50 Plan Review Fee : Use Tax : Total : 506,004.00 Description o,~ ~+A.)'~~° o~ - '1 -8 BU D NG DEPARTMENT USE ONLY ZonmggGom"menfs~ ~y~l (n SIC : TW Sq. Ft. Approval: 7/LLZAS avt,ut L/Oze4" 'i'rcee aucl onZ 6-) )q"'"~ $*i.)•.t Zoning : g,- ce-Qp +Ylu.... L 2eb 6u~.e,~a.c~tJ . Riii fAinn~f"nmmnnY¢ 7 Approval: 'I I r. R,G61ic;V1[orKetCo"ir7men-fs`:1 h1~t GkCac,~~d ~W• ((UtCW ~'~l~ifi~. Approval: Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : 1897 Plumbing License No : 18912 Mechanical License No : PENDING Company: AALL ELECTRIC Company: VICTORY PLUMBING Company: SKYLINE HEATING 1215 ELATI STREET 11700 W. 76TH AVE. 4234 THOMPSON CT. DENVER CO 80204 ARVADA E i i D ' CO 80005 DENVER, CO 80216 E i ti D t Expiration Date : 2-~8-97 xp rat on ate : 6-1 3- 97 xp ra on a e : Approval : Approval : Approval : , ~ ~Plans?Required M rPIanffReqwretl in gP,lajiis Requyod~ (1) This pertnit was issued in accordance with the provisions set torth in yopur application antl is subject to the laws of the State of Colorado and to the Zoning Regulations and euilding Code of Nfieat Ridge, Colorado or any oNer applica6le ortlinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commencetl within sixty (60) days from issue date or (B) the builtling authonzetl is suspended or abantlonetl (or a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normalty required, providetl no changes have been or will be made in the original plans and specifications antl any suspension or a6andonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, tull tees 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 dreinage problem. (5) Contractor shall notiry the Building Inspector Rvenry-lour (24) hours in advance for all inspections d shall receive written approval on inspection card before proceediin9 with successive phases of the job. (6) The issu~Pce of a permit or the approval o( drawings and specifcations shail not be construed e a p it for, nor an roval of, any violation o provisions of the q(dicodes or any oth r ordinance, law, rule or regulation. / ~ C'ef Building Inspector F yor TH1S PERMIT VALID ONLY WHEN SIGNED BY THE C EF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRI R TO INSPECTION 10 7500 WEST 29TH AVENUE N11 iEA?RIDGE, CO 802i5-6797 1303j 234-6AG0 cWheat City Admin. Fax # 2345924 Police Dept. Fax # 235-2949 GRide 5 June 27, 1996 Mr. Anson Andrew, P.E. Futura Engineering, Inc. 12741 East Caley Avenue Englewood, Colorado 80111 Re: Green Valley Subdivision, Lots 23 & 24, West 41st Avenue & Kipling Street - First Review Comments for Final Drainage Study, Erosion Control P1an Dear Mr. Andrews, I have completed the first review of the final drainage study and erosion control plan received by the City on June 17, 1996, and have the following comments: Drainage Report Note: The City will need to receive written confirmation that the State Highway Deparcment has reviewed and approved the public improvements proposed along the Kipling Street frontage. Secton 3. 1. Please provide additional discussion clarifying the historic drainage. Include the 5 and 100-year flow rates, points of discharge and the effects, if any of these flows upon adjacent properties. 2. Please reference Lena Gulch in this section as shown on the plan. Section 3.3.2 l. Please provide/clarify the calculated 5-year flow rate in this section. 2. Please provide additional discussion in this section which confirms that the proposed 100-year release rate is equal to, ' or lower than historic. Section 5 l. Confirm the positive/negative impact(s) to adjacent properties due to developed flows. Mr. Anson Andrew, P.E. Futura Eng. Page 2 2. Please certify clearly in this section that the proposed 100- year flood plain elevation/boundary for this design is the same as that data submitted by the Muller Eng. Study and approved by the City. Please reference those documents of exception to build within t he 100-year flood plain. Drainage Calculations Page 1 1. Please provide calculations for the 5-year storm. Drainage Plan 1. Please place the City's standard (detail provided) curb.cut instead of the proposed handicap ramps. ry 2. Please note or9~ 48th Anue'the existing and proposed improvements. ~ 3. Please note on this plan that the state has reviewed and approved those public improvements to be placed within state right-of-way. ~ 4. Note the existing street grades ont'w. 48th,Ave. and Kipling Street. 5. Please note all surface types and grades within the site. 6. Please provide a typical cross section oi the area along the Kipling St. frontage as red lined. Also, clarify what public improvements are to be placed along this frontage. 7. Please reference location and elevation of City benchmarks or benchmarks referenced to the City. 8. Please clearly denote the boundary and elevation of the 100- year flood plain limit. 9. Please note the locations and directions of flow for all roof drains from the proposed structure. 10. Please extend all existing topography at least 50-feet from the property boundary. Erosion Control 1. Please note on the plan a silt fence around the entire perimeter of the lot. Mr. Anson Andrew, P.E. Futura Eng. Page 3 2. Please clearly note the location of a single access to the site which consists of the standard anti-tracking pad. Also, clearly note on this plan that this will serve as the only construction access to an from the site, and that it will be maintained as needed to prevent tracking on to W. 48th Ave. 3. In conjunction with the erosion control plan a Dumping/Landfill Permit and fees due will need to be . submitted by the owner to the City for review and approval. For your information, I am including this permit for return with the second submittal package. Traf f ic l. A copy of the site plan has been forwarded to the City's traffic division for review. Any subsequent review comments will be included in the second review package. Public Improvements Requirements/Guarantee 1. Prior to any construction of public improvements within the W.. 48th Avenue right-of-way, an acceptable form of surety will need to be submitted to the City for approval for those public improvements to be constructed within the W. 48th Avenue right-of-way. Please be aware that a temporary certificate of occupancy, or certificate of occupancy will not be issued until this guarantee has been approved. Also, a Right-of-Way Construction Permit along with the appropriate licensing will need to be submitted and approved by the City. Subdivision Plat 1. Please verify the location of property lines as dedicated for lots 23 and 24. Due to the proposed location of the building within one of these lots, a consolidation play may be required. Please contact Ms. Meredith Reckert, Planner II at 2-28 for further information regarding this issue. If~ou have neions, please contact me at 235-2868. Si cer / i~ ' - Greg nudson Development Review Engineer , r500 WLSI 29' H AVEfdUE 1NHF-AT P,IDUE GC 80215-6797 i30"J) 234-5900 Gty P.dmin_ Fax > 234592~i July 11 1996 Police Cepi- Fas Mr. Anson Andrew, P.E. Futura Engineering, Inc. 12741 East Caley Avenue, Suite 126 Englewood, Colorado 80111 The Gu; ";Wheat GRidge Re: Caruso Kitchen Designs, Green Valley Subdivision, Lots 23 & 24, 10050 West 41st Avenue - Approval of Public Final Drainage Study, and Public Improvements/Erosion Control Plan Dear Mr. Andrew, This letter is to inform you that the final drainage study, public improvement and 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: l. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Temporary Certificate of Occupancy. 2. Erosion control for the project sha11 be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 41st Avenue and/or Kipling Street as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 41st Avenue and Kipling Street on a regular basis such they are free of construction debris and tracking from construction traffic accessing the site. 5. Upon completion of the drainage improvements the engineer, Futura Engineering, Inc. shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the drainage plan, have been accurately surveyed to confirm that their construction is in accordance with this document. This shall be submitted for review and approval prior to issuance of the Temporary Certificate of Occupancy or Certificate of Occupancy Mr. Anson Andrew, P.E. Futura Engineering, Inc. Page 2 NOTE: As of this date the required engineer's itemized cost estimate and guarantee for those public improvements to be constructed on West 41st Avenue have not been received for approval by the City. As previously stipulated, a Temporary Certificate of Occupancy or Certificate of Occupancy will not be issued until these documents have been submitted and approved as required. If you have any questions, please contact me at 235-2868. Sin erel Greg Knudson Development Review Engineer GWK cc: Bob Goebel, Public Works Director Glen Gidley, Planning & Development Director John Oss, Sr. Project Engineer Steve Nguyen, Traffic Engineer John Eckert, Chief Building Inspector Meredith Reckert, Planner II John McGuire, City Surveyor Chuck Braden, ROW Technician Mr. Gary Wilson, CBS Building Services File A. G. WASSENAAR. INC. Spq .NO f Ot W p~' M4 C P4SUI 1.1t5 PwproE 303J598100 'n^5 I - NwGC SWTES 2/E'O S. tVlFit SOIL AND FOUNDAiION INVESTIGATION FOR OFFICE BUILDZNG S/W OF 415T AVE. AND KIPLING ST. WHEAT RIDGE, COLORADO PRiPARED FOR: F_ JOHN A. LOBUS, P.C. SAX0:1 PLAZA• #115 10125 w. 6TH AVE. ~ LAKEWOOD, COLORADO 80215 January 28, 1982 Project No. 1103 OCNV[F COLOQADO 80223 t~ I IIM A. G. WASSENAAR, INC. PHONE 3031738-0100 21B05IVANMOE.SUItE3 OENVER.COLOFADOB0222 $OIl AND ~OUYDATION CONSUIT>NT$ Januacy 28, 1982 John A. Lobus, P.C. Saxon Plaza #115 10125 W. 6th Ave. Lakewood, CO 80215 Attn: Mt. William A. Huston Subject: Foundation Investigation Office Building, SW of 41st Ave. and Kipling St., wheat Ridge, Colo. Project ho. 1103 Gentlemen: In accordance with }•out gation of the sub=_oil results of our inve=_tiga the attached zepoct. intended to provide the foundation system of the tequest, we have completed the investi- conditions at the subject site. The tion and cecommendations are contained in The analysis of our investigation is design criteria and precautions for the proposed structuie. In general, the subsoil conditions at this site consist of 1.0 to 2.0 feet of man-made fill underlain by 6.0 to 13.0 feet of inedium dense to dense, gravelly sand. Medium, hard claystone bedrock and hard to very hard claystone-sandstone bedrock was encountered 7.0 to 13.0 feet below the ground surface. Ground water was encountered in thcee of the four test holes 6.0 to 6.5 feet below the ground surface. All test holes caved at depths of 9.0 to 16.0 feet. A.suitable foundation system for the structure would be conven- tional spread.footings ot pad-type footings bearing on the natu- ral, undisturbed soils or on a combination of natural, undis- turbed soils and ccntrolled structutal fill below frost depth. An alternate foundation system of straight-shaft piers drilled into competent bedzock is also presented. Design criteria is given in the xepoct. The natural, undisturbed soils at this site are non-expansive. If all man-made fill is removed beneath aLeas to receive slabs and if the slabs aze founded on natural soils or non-swelling stzuctural fill, then no special precautions are needed for slab- on-grade construction. , If you have any questions after ceviewing this report, please do not hesitate to oall our office. JAC/vp Attachments Sincerely, ~Q N ~A.~ CFS9 '~~~•~`~G~$7Eq . •Q' J s ph A. Cesare, P. E. 15797 • 4• . ci OF CO ~Po ~l9TF l ~ ~ Table of Contents ~ Title Page Purpose ...........................................1 ~ Proposed Structure ................................1 Site Conditions ...................................2 ~ Field Investigation ...............................2 ~ Labocatozy Tests .....................2 Subsoil and Ground Water Conditions............... 3 I I I I I ~ ~ ~ ~ ~ ~ Foundation Recommendations ........................3 Floor Slabs and Exterior Concrete .................5 Structural Fill Soils .............................6 Surface Drainage ..................................6 Limitations .......................................7 Attachments • Site Plan, Location of Exploratory Horings.Figure 1 Logs of Exploratory Borings ................Figure 2 Settlement-Swell Test Results ..............Figure 3 Gradation Test Results .....................Figure 4 Specifications for Placement of Structural Fill ~ ~ Foundation Investigation Office Building ~ S/W of 41st Ave. & Ripling St. Wheat Ridge, Colo. January 28, 1982 ~ I Putpose ~ This report presents cesults of a soil and foundation investiga- tion at the site of a proposed office building to be located ~ southwest of 41st Avenue and Kipling Street, Wheat Ridge, Colo- ~ rado. The investiqation was made to assist in determining the type, depth, and design criteria for the foundation system of the ~ proposed structure and any special precautions which should be taken for foundation construction. Factual data gathered during ~ the field and laboratory work is summarized on Figures 1 through ~ 4 attached. The investigation results, laboratory testing, and opinions which are based upon this investigation and our exper- ~ ience, ace discussed in the following report. ~ ~ Proposed Structure ~ As currently planned, the pcoposed structure will be two to three stories high. We assume it will be of ftame and stucco-type construction. No basement is planned, and it is anticipated that a slab-on-grade floor system will be used. The proposed struc- ture location and the locations of our test holes ace shown on Figure 1. Our assumed floor level for the structure is shown on Figure 2. If the actual elevation of the floor varies by more than two feet from that assumed,, we should be notified and the recommendations of this report reviewed. ~ ~ Site Conditions The site is vacant and fcee of vegetation. Man-made fill was ~ encountered thtoughout the site and canges in depth from 1.0 to 2.0 feet. We assume the fill is uncontrolled and not suitable ~ for the suppoct of structuzes. The topography slopes gently to ~ the west. Lena Gulch is approximately 500 feet south of the site. No bedrock outc=ops or bodies of water aLe located on or ~ near the site. ~ ~ Field Investiqation ~ ~ Subsurface conditions were investigated by drillin9 fouc test borings at the locations indicated on Figure 1. The botings were ~ advanced using a 4-inch diametec continuous flight augez powered by a CME 45 dtilling rig. At frequent intetvals, samples of the ~ subsoils were taken using a California sampler which is driven ~ into the soil by dzopping a 140-pound hammer through a free fall of 30 inches. The California samplec is a 2.5-inch outside dia- ~ meter by 2-inch inside diametet device. The number of blows required to drive the sampler into the soils is known as a pene- ~ tcation test. The number of blows required foc the samplet to penetrate 12 inches can be evaluated and gives an indication of ~ the consistency oz relative density of the soils encountered. " Results of the penetration tests are presented on the Logs of Exploratocy Borings, Figure 2. 0 I La6oratoty Tests k The samples wece returned to the laboratozy whece they were visu- ally classified and appropriate testing assigned to evaluate the i 5 , -2- ~ ~ engineeting properties of the various soil layers. The labora- tory tests included settlement-swell t ests to evaluate the effect ~ of wetting and loading on the soils. The results of the settle- ment-swell tests are presented on Fig uce 3. Gradation analysis ~ tests were conducted to evaluate the grain size distribution on samples of the shallow sand materials. The cesults aze presented ~ on Figuie 4. ~ Subsoil and Ground Watet Conditions ~ Ouc test holes indicate the subsoils at this site consist of 1.0 to 2.0 feet of man-made, gcavelly sand fill ovez 6._0 to 10.0 feet ~ of inedium dense to dense, silty, gravelly to very gravelly ~ sand. Two feet of soft, sandy silt was encountered in Test Hole No. 1 at a depth of 11.0 feet below the gtound surface. Medium ~ hard claystone bedcock and hard to very hard claystone-sandstone I bedrock was encountered 7.0 to 13.0 feet below the ground suz- ~ face. Ground water was measured at 7.0 feet below the ground ~ surface in Test Holes Nos. 1, 2, and 4 at the time of dzilling. Forty-eight houts after dcilling, 9zound water was measured at a ~ depth of 6.0 to 6.5 feet below the ground surface in Test Holes ~ Nos. 1, 2, and 4. All test holes caved at depths ranging ftom , 9.0 to 16.0 feet. A more complete description of the subsoil and ~ ground water conditions is given on Figure 2. I ~ Foundation Recommendations ~ We cecommend the structure be founded on conventional spcead ~ footings or isolated pad-type footings. The footings should bear on the natural soils and below the existing, man-made fill or on ~ . ~ , -3- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ P. 10 ~ ~ a combination of natucal, undistuzbed soil and contcolled, stcuc- tural fill below fLOSt depth after the existing, man-made fill has been removed. The footin9s should be designed for a soil pressure not to exceed 3,500 pounds per square foot based upon dead load plus reduced live 1oad. The following design criteria should also be obsecved: a) Using the allowable soil pzessure recommended above, we estimate the maximum settlement for the- stcucture will be in the ordet of one inch with a differential settlement of thcee- fourths of an inch. b) Footings should be a minimum of eighteen inches wide. c) Continuous concrete foundation walls should be designed with steel reinforcement to span a localized settlement or hea.ve of ten feet. d) The base foc structural fill should include all areas within a 1:1, vertical to hocizon- tal slope from the edge of the footings. e) pcior to placement of fill oc concrete, each excavation should be inspected by a soils engineez to determine that all existing man- made fill has been removed. An alternate foundation system for the proposed structuze would be sttaight-shaft piezs dcilled a minimum of four feet into com- petent bedrock. The piers should be designed foc a maximum end- -4- bearing pressure of 35.000 pounds per squace foot. A side sheat of 3,500 pounds may be used for that portion of the pier in com- petent bedrock. The following design criteria should also be observed: a) A minimum dead load pressure of 10,000 pounds pec squate foot based on pier ctoss-sectional area should be used. b) All piers should be reinforced their full length. c) A three-inch minimum ait space should be provided beneath grade beams between cne piers to insute effective concentration of loads on the piers. d) Casing of most of the pier holes will be necessary because of caving soils and gcound water to pecmit pcoper cleaning and inspec- tion of the pier holes prior to placement of concrete. Floor Slabs and Exterior Conczete The natural, sandy soils exhibit zero swelling potential. If all man-made fill is cemoved beneath areas to receive slabs and ex- terior concrete and, if the slabs and exterior concrete are founded on the natural soils or fill propezly constructed of these materials, then no special precautions are needed. If, however, the Owner does not want to remove the fill mate- , -5- ~ rials, possible movement of the slabs-on-gtade should be expec- ted. As a minimum pcecaution, we recommend that slabs be separ- ~ ated itom bearing members and modetately zeinfotced with rein- ~ forcement continuous through interior slab joints. ~ Structural Fill Soils We estimate up to three feet of structural fill may be required ~ undez footings oc slabs-on-grade. Whece fill soils are neces- ~ sary, a non-swelling, structural fill or on-site sand and gravel soils are recommended. The material should be placed in six-inch ~ maximum, loose lifts at optimum moisture content and compacted to 1 at least 100 and 95 percent of standacd Proctor density, respec- ~ tively, according to ASTM D698. All existing, man-made fill material should be cemoved beneath the proposed building areas ~ prior to placement of fill. Off-site materials proposed to be ~ used as structural fill should be inspected by the soils enginee[ prior to hauling to the site. The natural ground surface should ~ be inspected by a soils engineer prior to placement of any fill soils. A suggested guide specification for placement and compac- tion of structural fill is attached. Surface Drainage The following drainage precautions should be observed ducing construction and maintained at all times after the structure has IR been completed: i ~ ~ -6- r a) Backfill around the exterioc and interioc foundation walls should be moistened and ~ compacted to 90 percent of standard Proctor density (ASTM D698). ~ b) The ground surface around the perimetez of ~ the foundation walls should be sloped to drain away from the structure in all direc- ~ tions. We recommend a minimum slope of six inches in the fitst ten feet. ~ c) Roof downspouts and other water collection ~ systems should dischac9e well beyond the limits of the backfill. ~ d) Other usual precautions which may be indi- cated during design and construction. ~ ~ Limitations The test holes drilled for this study were spaced to obtain a ~ reasonably accurate knowledge of underground conditions foc design purposes. Variations ftequently occur from these condi- tions which are not indicated by the test holes. These varia- ~ tions are sometimes sufficient to necessitate modifications in the designs. If unexpected conditions are observed during con- ~ stzuction, or if the size, type, or location of the structure ~ should change, we should be notified to re-evaluate our recommen- , dations. Each completed excavation, placement, and compaction of fill and any pier hole drilling should also be inspected by a -7- l ~ soils engineer. ~ ~ If you have any questions or need additional information, please I call our office. . , JAC/vp i Attachments ~ ~ ~ i ~ - I SCALE: 1" = 40' 415T AVENUE HOLE ~ TE *NO PROPOSED OFFICE BUILDING TEST HOLE • N0. 2 i I F W W (r F- N 0 Z J a Y ~ 9ENC}i MARK (EL. 300.0' TOP OF PROPERTY PIN (ASSUMED BY THIS OFFiC_. ~I TEST HOLE • IJO. 4 SITE PLAN LOCATION DF EXPLORATORY BORINGS FIGIRE 1 ~n 100 I I 93 48 ( 90 ~ I ~ I ~ i ~ ~ ~ W W ~ i Z 0 a > W J W , E5 ' 80 - 7e 2 ASSU+ED FUODR LEVEL (PER TH S OFF CE) 1/ 12 3/12 7/9 ?7/9 100 93 10/6 90 11/12 F W W LL 83 0 F- a > w J W 80 SO/3 75 LEGENC ' I ~~FILL, MAN-MADE, SAND, VERY GRAVELLY, WITH SANDY Q.AY LENSES, WITH ASPHALT AND ~ CONCRETEDEBRIS, DARKBROWN (AF) ; ~ -r 54ND. NEDIUDI DENSE TO DENSE, SLIGHTLY CIAYEY IN PART, SILTY, GRAVELLY TO VERY GRAVELLY, OCCASIONAL CABBLE, MOIST TO WET, TAN BROWN (SP, SW-SC) i ~ SILT, SOFT, SANDY, WET, DARK BROWN (NL) I CLAYSTONE (eeDROCx), NEDIUM HARD, M7I5T, GREY BROWN ' CIAYSTONE-SANDSTONE (BeDa.oac), H.4RD TO VERY HARD, t+AIST, BLUE GREY TO GREY.BROWN 12 INDICATES THAT 23 BLO\vS CF A 140 POUND HAMMcR FALLING 30 INCHF_S ARE REQUIRED Z3/ ~ ~ TO DRIVE A TWO INCH DIS:Pi£TER SAP'PIER 12 INCHES. TNDICATES ?HE DEPTH AT WHICF; TEST HOLE CAVED. ( ~ 0,48 INDICATES lNE DEPTH TO THE FrzEE WATER TABLE AND THE NIX+BcR OF HOl~RS AFTER DRIILING THE NEASUREh£NT WAS TAKEN. NoTEs 1. TEST HOLES WERE DRILLED JAN. 18, 1982 WITH A 4 INCH DIANETER CONTINUDUS FLIGHT POWER Al,'=i 2. ELEVATIONS ARE APPROXIMATE AND REFER TO THE BENCH MAPoC SHCWN ON FIGUF2E 1. 3. DRILL LOGS SHOWN IN THIS REPORT ARE SL6JECT TO THE LIMITATIONS, EXPLANATIONS AND CONCLU- SIONS OF 7HE REPORT. LOGS OF EXPLORATORY BORINGS FIGURE 2 NO. 1 NO. 2 N0. 3 NO. 4 ELEv, 99 ELEV. 100 ELEV. 98 ELEV. 98 ~ ~ A. G. WASSENAAR, INC. SOIL ANO FOUNDATION CONSUITANTS L J J 3 3 N I x C i J L ~ W N Natural Dry Unit WaiQht = 97.2 pcf Natural Moisture Content e24.1 pertant I I I I i I I I i ~ I ~ I SWELL 'UNDERi I CpNST AN PRESS E BECAUSE OF ~YE~fTI G $ETTiLEM ~ NT BECJ~U $E ~ O ~ ~ I , i ~WATER ADDED~..--~ ~ ! I ~ ._.4 I I I . , ~ . , ' : i r I i I I SANPL OF SA~JD CLAX 'FROM TE T HOLE IN~. ''A1'~ ~ EP'iiH I 0' ~ I OJ 1.0 10 APPLIED PRESSURE - ksf 3 J 2 3 N 1 I M I 0 Z W 1 W ~ 2 N 3 100 Notural Dry Ueit~Weiqht = 105.0 Pcf Noturol Moisfure Content = 21.3 percenf ' I SWELL UJDM CONSTA}JT RESSUZ BECAUSE' O~ ,WETTINCy i I SE`iTL I~ NENI T 8 C V E D , ~ I ~ INCREA SE IN Pt ~2E S i WATER ' ~ LAbDED ~ i . ~ I I SAMPL OF C Y T : ~ N M TES II HOL1E . 3 T PTHI 9. ' 0.1 1.0 1 v APPLIED PRESSURE - ksf Settlement - Swell Test Results • Figure 3 100 ~ . w ~ . ~ ~ , I ~ ~ ~ 1 ~ ~ ~ NW A. G. WASSENAAR. INC. SOIL ANp FOUNDATION CONSULTANTS GRADATION TEST RESULTS HYDROMETER ANALY515 SIEVE ANALYSIS CLAY (plastle) TO 91LT (non-Dlet'IC) Sp~O pAV COBBLEI FIHE MEDIUN COARSE FINE COdRSE OIAHETER OF PARTICLE IN MILLIMETERS ~ 3 00 9 019 37 7 4 14 29 7 39 11 9 23 E 4.7 6 9.5 2 19 .1 38.1 7 12 7 00 90 I I eo TE T HOL N . 3; 70 - 60 DE TH 4. ' ~ - I - f- SA D. VE RY RAV6LLY, I I , eo ' i i SL GHTLY CL YEY~ SLIGHT ~ Y ~ ~ ~ - ' 40 - 30 SI i TY, B ROWN (SW-SM) ~ . I .7 I I I i 20 1 ! . . ~ . i I 0 - I I , O DO ~ ' ac I ~ - Y-------- . ~ TE T HOLE N0 . 4_, ~o I ~ ~ TH 4. 1 ~ so Sm D, G VEI .LY, ~SLIGHTL so I SI TY, BROW (SP) ~ 40 30 I ' I 20 ~ 1 I I I 10 i 0 DO 90 ; 70 60 SO M I O 30 Z0 'O 0 2 5N 7hr 60mh 19Mn 4min imn 200 100 •SO 70 IB .8 . 4 VZ3. 4 5`ISmin r~.~ ee~n~une u o aTawnkRb 9FNIFS - i- CLEAR SOLIARE OPENINOS ---4 z N a 6 z W u 6 N N t W W 6 n i H z W W 6 FIGURE 4 ) 0 'o e SO i 10 ~ W SO ¢ ~ : iO W U 7O W 6 10 ?Q 00 3 0 to 0 }O W z ao ~ W ~ 50 BO W U 7O W 80 ~ i0 i00 O 10 xo 0 70 z 40 ~ SO ~ ~ 60 W U fO W 80 6 90 p0 A. G. WASSENAAR. INC. 501L AYD FOUNOATION CONSUITANTS , SPECIFICATIONS FOR PLACEMENT OF STRUCTURAL FILL GENERAL The Soil Engineer, as the Owner's representative, shall approve the material, method of placement and compaction and shall give written approval of the completed fill after taking a sufficient number of field density tests to assure compliance with the specifications. ! MATERIALS ~ Granular material having 100% finer than 6 inches and not more than 40% passing a No. 200 sieve will be satisfactory for fill, provided the plastic index is less than 10. Soils not meeting the above specifica- ~ tions, but proposed for fill should be tested and apprcved by a soiis engineer. ~ PREPARATION OF NATURAL GROUND Vegetation and organic topsoil shall be removed from the fill area. ' The area to be filled shall then be scarified, moistened if necessary, and compacted in the manner specified below for the subsequent layers ~ of fill. PLACEMENT OF FILL h4ATERIAL No brush, sod, frozen, perishable or other unusuitable material shall be placed in the fill. The materials shall be delivered to the fill in a manner which will permit a well and uniformly compacted fill. Before compacting, the fill material shall be spread in approximately hori- zontal layers not greater than 8 inches thick. MOISTURE CONTROL While being compacted, the material shall contain uniformly distri- buted optimum moisture for compaction. The Contractor shall be re- quired to add moisture to the materials in the excavation if, in the opinion of the Soil Engineer, it is not possible to obtain proper and uni- form moisture by adding water to the fill surface. COMPACTION When the moisture content and conditions of each layer spread is satisfactory, it shall then be compacted by an approved method. Compaction shall be at least 95?0 of maximum density for fill around the structure and beneath floor slabs and at least 1001/a for fill beneath the foundations. Moisture-density tests should be performed on typ- ical fill materials to determine the maximum density. Field density tests must then be made to determine the adequacy of the fill compact- ion. The compaction standard to be utilized in determining the maxi- mum density is ASTM D698-66T which requires using 25 blows of a 5.5 pound hammer dropped 12 inches on each of 3 soil layers in a 1/30 cubic foot mold. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:L- Job Address: viE�7 l0;2— Permit Number: pfd �(f= 2 � -- +m om ❑ No one available for inspectio�ji-: Time Z. v< AM' Re -inspection required: Ye p q firNo_---,/ When corrections have been made, schedule for re -inspection online at: http.IA,vww.cLwheatridge.co.us4nspection Inspector: :__.__-- DO NOT REMOVE THIS NOTICE