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10055 W. 43rd Avenue
FCR OFFICE USE ONLY City of Data, -q ie Wh6atp �c UNrTy DEwLoPmENT P18wPwM1t# '9ullditt lns mon Services ISIon 7 W. 2V! A *Wheat Ridge, CO 80033 P Office. 303-236-2855 * : 303-237-8929 tion Line: 303-234-5933 Ema#: i Building Permit 4plication ,,., fiaN. (if different then property ddr ) Address: ' -1� -x-po C!!Y, State, Zip: tb ., ,,. o Bw33 �... S C t Other City Licensed Saab. Other City Licensed Sub.- City ub.City License # City License # Complete all information on BOTH sides of this for 0 NEW COMMERCIAL STRUCTURE NEW RESIDENTIAL STRUCTURE COMMERCIAL or► t► RESDENTIAL ADDITION COMMERCIALELECTRICAL SERVICE UPGRADE ROOFING RESIDENTIAL ROOFING WINDOW REPLACEMENT !� Av,. , Sq.FtJLF 20 1000 Btu's Gallons Mr. Dean Nickell Hyder Construction, Inc. 543 Santa Fe Drive Denver, CO 80204 RE: Asbestos Bulk Sample & Lead-in Paint Results - 10055 W. 43rd, Wheat Ridge, Colorado, Dear Mr, Nickell, and lead -in -paint analysis for Hyder Construction, Inc, (the Customer) on March 15, 2016KEH servic were provided at the request of the customer to determine asbestos content in various construction system materials and lead content of paint in the interior of the structure located at 10055 W. 43rd in Wheat Ridge, Colorado, Samples were collected by KEH representative John F, Lynch, III, a Colorado Department of Public Health and Environment (CDPHE) - certified Asbestos Inspector and Lead Inspector, Copies of professional certifications are available upon request. S@mgling Mgtbgds Materials sampled for asbestos content analysis were grouped into homogeneous areas based on their physical characteristics, color, texture, and functional application, Suspect materials are placed in one three categories based on the following homogeneous area cimification schemes recognized by regulatory agencies: 1) Thermal systems insulation (TSI): any type of pipe, boiler, tank or flue insulation. 2) Surfacing material: sprayed or troweled onto structural building member. 3) Miscellaneous: all other suspect materials, including flooring, ceiling tiles, floor coverings, other insulations, finishing materials, etc. �gm2l@ Analy§i§ Asbestos bulk samples collected were analyzed by an accredited laboratory for asbestos in accordance �,OtX gy4eiii-ies est*IisiXe* *-y tXe Utitet- St2tes EA,,A.-r-*,AmeAt,?,I Pr*tecti*A Age',,.cy'v, (U$EPAR4 �t_ettq* f*r the Detgrmingtion of A§,be§,to§ in BMlk BUilding M&E[W& method EPA / 600 / R-93 / 116, Sample analysis was conducted by laboratories accredited according to the National Voluntary Laboratory Accreditation Program (NVLAP) protocols. Paint chip samples were analyzed in accordance with USEPA and NIOSH Procedures (SW- 846305OA/NIOSH 7420), Samples were analyzed by laboratories participating in the EPA ELAP program, Samples were analyzed by laboratories according to standard turnaround times unless requested otherwise by the customer. Aabgstos Sam le Cie dptiong, Lgggtions. and Results Sample # Date Sample Description & Location Type Condition Estimated Results S,T,M G,D,SD,PSD QTY ffasbestos CT 1-1 03/15/16 2'x2' white w/pin holes & striations M G 2000 ft2 ND cetlin tile,. 1st door hallo 2'x2'white w/pin holes & striations CT 1-2 03/15/16 ceiling tile, 1st floor SE corner M G ND office Ft 1-1 03/15/16 12"x12" brown w/white mottles floor M G 200 ftp ND tile, kitchen FT 1-2 03/15tI6 12"x12" brown w/white mottles floor M G ND tile, shower room DW 1-1 03/15116 White drywall, lobby, by reception M G 400 ft2 ND area, West DW 1-2 03/15/16 White drywall, lobby, by reception M G ND _Area, East DW 1-3 03/15/16 White drywall, lobby, by reception M G ND area North FT 2-1 03/15/16 12"x`12" off-white w/white mottles M G 500 ftp ND floor tile, locker room area FT 2-2 03115/16 2" off-white w/white mottles M G ND floor tile, locker room area CT 2-1 03/15/16 2'x4" white w/pin hole ceiling tiles. M G 500 ft2 ND kitchen, South CT 2-2 03/15/16 2'x4' white w/pin hole ceiling tiles. M G - ND kitchen, central CT 3-1 03/15/16 2'A'white ceiling tiles, locker M G 500 ft2 ND room, West CT 3-2 03115/16 2'A'white ceiling tiles, locker M G ND room, East -Pump--- TSI 1-1 03/15116 Pipe insulation & jack�tl T G 2000 Lin It ND Valve Control Room, North T I _2 03/15/16 Pipe insulation & jacket, Pump :S T G ND Valve Control Room, West Agcqn_y_mij ACM asbestos -containing material ACBM asbestos -containing building materials NA Not Analyzed ND None Detected PLM Polarized Light Microscopy TSI thermal systems insulation TR Trace amounts (<I%) S = Surfacing T=TSI M = Misc G - Good D - Damaged SD - Signif, Damaged PSD = Potential for SD 0601 IONIJEWHRIVIO used to verify or confirm that a given sample contains less than 11% asbestos content when low levels or trace amounts of asbestos are initially detected. Paint Sam !e Results: AMDM BRL below reporting 11 0 t 0 Wil =11 , NO FSP 'Flow '91026-MMU10 thil 9 Ott e r#T17tirt TMI-nenis, rerucrral URT repair MeMusttrc WiCaUtF15, *051 plans if desired by the Customer. These documents, if requested, will be prepared by EPA -accredited ,2nd i" -• individuals. Please contact us at (303) 932-8484 should you have any questions or would like further information regarding these results. Thank you for choosing Koch Environmental Health, Inc. Reviewed and signed for K by, Thomas D. Koch, CIH Reservoirs Enwoorritintat, Inc. Reservoirs Environmental QA Manuat Effective January 1, 2015 TAQAQQLsb\Resravoirs Envirentriental QA Manuill,doc Aa a R61 LABilyeser"Volirs Environmental, Inc, An. 012► ?# R John Lynch 16696 Singletree Court Morrison CO 80465 Subcontract Num..- erboratory .. a Report: RES 345097-1 Project # / P.O. # 10056 Project Description: None Given Reservoirs Environmental, Inc, is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively, Reservoirs Environmental, Inc, has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table, The results have been submitted to your office, RES 345097-1 is the as number assigned to this study. This report is considered highly confidential and the sole property of the customer, Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client, The results described in this report only apply to the samples analyzed. W40% 'W- UMBONOMMIN WNWA ON "*I - lima r-IFFINWITnTellidt, Inc. cialfirle76 111,111 *C 1#115�"Wbef" *11 questions about this report, please ®. free to call 303-964-1986, Sincerely, L�Z C�$ t/ ksa 5801 Logan Street, Suite 100 Denver, CO 80216 lm� I I 0 I I 00 o U-) w) C) t-- 0 0 0 0 0 0 0 c 2,v to Ul) Nr 't 0 0) 0) a> 0 0 00 CNJ IT zo -0 c 0 E 0 0 to 0 to 0 0 0 (0 to Lo to era m 0 — 0 0 0 0 0 0 co to z 0 2 0 c 2�q 0 0 UCL ' a a cl C3 a a a o2 2 Z Z Z ZZ ZZ ZZ ZZ ZZ tE, 4* w ........... E C: 0 CL 0 4) 2 0 M 0) c 0 ca -0 m 0) CD (D0 >10 > M 0 2z — 0 8 m E J, as za caE 0ca 0 0 0 0 M a CL ca C c a 2 76 as Z m 0) CY) c acch Z -C a > To �c w w < co < m < co < co < m U) 1 r— a CO 'Olt 0) 0 LOO) UO')) If> 0) 0 0) 0) 0) 0% 0 0) 0) E w 0 w U) w LO w U') co U') co LO Uco') Z w w w w w w w LU w jai 0 (0 z 0 u 0 0 I 0 I I i I a ro i 0 � � 1 t cf3 Cx C9 sf3 c > C? C9 CJ Cx ,-� *'ao o0 00 Qin o0 0 2 4 :2o 0 LL 0. It it c- z , a ra to ca ca ca a a a a a 0 w ° u7 0 ua 0 0 'r (D aR U) V) ccs o C> "r (a CC H tC 0 0- ,- c CL W ' 0 CL CIL 0a fa Ew toa ro CL zZ Z : co _5 Q<e? w d m < m <C co < CO < m Q m t '� 0 0 c cv � c �- r 0) <� 0 ? > may" �" c= p s m CD 0) 0) 0 jai w to ca w ac r CL va a- Q 0 0 $t sz c r) a < e c .0 0s -^i � v as a�ss a 0 �x d15 o 5 O m C r r r cq c U. U. i I a Reservoirs EnvironrnentW, frit: Effective January 1, 2015 Reservoirs EnvironryrentW OA Manuat 7A0AWLatikReservoirs Environ vnental QA Manual.doc RF.1 LABRe-servairs Envi"ro"Mentail, Inc. 1FPW- Laboratory Code: RES Subcontract Number: NA Laboratory Report: RES 346098-1 Project # I PO #: None Given Project Description* 10065 John Lynch Koch Environmental Health, Inc. 16696 Singletree Court Morrison CO 80465 N- t Reservoirs has analyzed the following sample(s) using Atomic Absorption Spectroscopy (AAS) / Atomic Emission Spectroscopy - Inductively Coupled Plasma (AES -ICP) per your request. Reported sample results were not blank corrected. The analysis has been completed t accordance with the appropriate methodology as stated in the ,?nalysis table. Results have been sent to your office. RES 346098-1 is the it number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those authorized by the client, The results described in this report only apply to the samples analyzed. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you should have any questions about this report, please feel free to call me at 303-964-1986, Sincerely, Jeanne Spencer President P� 303-964-1986 F 303477-4275 5801 Logan Street, Suite 100 Denver. GO 80216 zs� MW Reservoirs Environmental, Inc Reservoirs Environrmntia OA Manuat 5801 Logan St., Suite 100 Denver CO 80216 ANALYSIS: LEAD IN PAINT RES Job Number: Client: Client Project Number / PO: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Samples Analyzed: RES 345098-1 Koch Environmental Health, Inc. None Given 10055 March 15, 2016 USEPA SW846 3050B / AA (7420) 3-5 Day March 17, 2016« Effective January 1. 2015 TAQAQC\Lab\Reservoirs Environniontat CIA Manual doc. Client Lab Reporting LEAD ID Number ID Number Limit CONCENTRATION LP I EM 1589959 61.0055 4.0060 LP 2 EM 1589960 0,0048 BBL 111" 3 EM 1589961 0.0027 BRL * Unless otherwise noted all duality control samples performed within specifications established by the laboratory. Analyst / Data QA: 5801 Logan Street, Suite 100 Denver, CO 80216 6 C14 CA, POOKIMS IVlldSOH IVVIINV B0018 IV3HM I DOI �777 w ww.w E"', w ==—=N1 T 4s . w r e � qp cli Wy ! Srygq ry } Vypggy( p V#_p$ yg g R fta, Sa �777 w ww.w E"', w 4s k e � n W «aw8 R fta, Sa �yj a ��pp �pvxqq 1 il� p h ri 4� 1} Y IJ t I k � ick R e h a �T ..... . ... . . lVlldSOH IMINV 30018.LV3HM: 41— oianis l .... ... ... iq rtr aruu�. wa,„m smn ur+m \Y �'! u i 3p,�p f p oians _.. .. _.. .. .... _.. _. .... _.... .. .wx.. ,.... . \Y u i p k a 4 12 t % a S 4k I Y l � p k gC�a w$1,g$ d�Y gIFg y� 'x' #Hifi VIA y i k t �..� 4_4_4In F u l UE � tt 1 d 12 t % a ----- ----- z4Z:=-. :z== oianis IVIldSOH IVV41NV 3001b IV3HM • XW 1 •. upggU! u8cc 114 0 ovv s w }p p q a a a e f r _.. ._ i rtCs Pr ..._ i �a � ,lunul w x� 771 L KA R-I F a � a a c i 5 , r } ,x , ` � L.i d i 3 f � a AI 4 _ q E I i i f ....,.. _ J ......... .._,.., .....,_ . ...�.......,_. . ........ . ......... .. ..,. ,_.... _ ...... _-_, ,. ,. _ �...., .., .......,._. .... .... _,,.... b x i4gautAie tk,..., CN u 'E 4 G fill _ f. 9 rt 4, cs r' IbI[dS H N�J18.LV3H l a ' tk,..., i ..... .... Y t f. k } S ti sS .A $Fi r ti sS .A 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. For the Following Purpose: Comm. Tenant Finish Code .,Editions NO change shall be made in the USE of 12 ICC/2011 NEC this building without prior notice 2006 ICC/2011 NEC and a new Certificate Of Completion 2006 IC /2005 NEC from the City of Wheat Ridge. Other I nspection « «>� y. Job Address: § 2 » a - ©. Permit umber «» ©c. » na ¥ =z zzw *: ■ t Inspe ° . \ I FOR OFFICE USE ONLY I/ (� I Wh,tINIzttI Plan1pelmit Ai Plan Review Fee. s. 5 �6, Inqvig's M M Address IM!I I I i Plumbing:A/" W.R, Citv License-# Mechanical un fly)I/ At� W R" City L cense Complete all information on BOTH sides of this form O b " ,14 c Sq. FULF . Btu's Gallon Amps Sq r SM . I) ar (AIITHORl.�,FD R PRESENTA Tlt E) of (OWNER) (CONTRACTOR) +("a�'+C'+�" H: (OW (C' N7"RrtC °T g guildin Divisio 4k s type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Name of ICI I dMdual submitting meats: Project Type! crvptlon: Signature of Firm Representative or Individual: Q.► "' Win proftaft" Ofttftt y-R[vision Name: ME Engineers INC • ��I I Sprinkler System: Construction will require changes to the existing fire sprinkler system. Submit a to installation and changes. All work is to be performed by a State of Co licensed sprinkler contractor. lFC 06 901. 1. ges to the existing sprinkler system. No work is to be concealed until rough inspections are conducted and any necessary corrections are completed. IFC 06 06.1. Fire Alarm System: The tenant finish and changes to the it will require changes to the existing fire alarm system. IFC 06 907.1 Submit a minimurn of three (3) sets of construction plans for review and comment prior to work commencing. Plans shall include but not limited to an ♦ the following: IFC 06 907.1 A floor plan which indicates the use of all rooms. L*catiwxs*f-alaxA iadti2ttix"-ni oific", Alarm control and trouble signaling equipment. Annunciation, Power connection. Battery calculations. j-dMA 79113 Allison Way Arvada, Colorado 80005-5033 303-424-3012 materials, Details of ceiling height and construction. Interface of fire safety control functions. W , 11MIMM installation and changes to the fire alarm system. TRAVOWITTIMirl I'll I - - I I TTMM devi�ces fo� the audible and visual fire alarm devices. =1 as extension cords and multiple adapters are not permitted, nor shall flexible cords and cables pass through walls, ceilings or doorways. IFC • 605.5. EMw� # 2 W N This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above ,-r© 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. Al: other licensing requirements for the City must be met. Owner: ME ENGINEERS, INC:, 10055 W. 43RD AVE WHEAT RIDGE, CO 8001 Contractor: James M. Johnson 25 N CASCADE AVE STE 400 COLORADO SPRINGS CO 80903-1642 ON ma MC ARVI I NS MCC MOTOR CONTROL CENTER A�AWP AMPERE AC ASOVE COUNTER AT AMPERE FUSE/FRAME AFF FRKS. OR D FLOOR AFG yY 'V E FINISHED GRADE AL AL UMUIUM ANA AMMETER ANN AMNLINCIATOR ANT ANTENNA ATE AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUX AUXIUARY AND AMEMCAPN ARE BAUM SCET BROADCAST SFC BELOW FINISHED f,EX.I&D BEG BELOW FINISHED CRANE BKR MAKER C CONDLIT CAB CABRAFT CAM CAMERA CS ORCUIT SPEAKER CCTV CLOSED CIRCUH TELEVtStON OCT ORCURT Co CONDUIT ONLY come COMBINATION COMP COMPUTER CORD CONDUCTOR CT CURRENT TRANSFORMER CU COPPER US DECIBEL DEMARC DEMARCATION INSC DISCONNECT OL DAMP LASE DAD ORAWING DAR DIGITAL VIDEO RECORDER EA EACH EC ELECTRICAL. CONTRACTOR EF EXHAUST FAN ED EWMENT MOM EHC ELECTRIC HEATING COIL. ELEC ELECTRIC OR ELECTRICAL ELEV ELEVATOR EMERC EMERGENCY EMT ELECTRIC METALLIC TURNS END :. ELECTRONIC NEWS GATHERING EOL F/A END OF LNNE RESISTOR EQUP EOUIPMENT ER EXISTING TO BE REMOVED/RELOCATED END ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FAR EXHAUST EX EXISTING A. FUSE F/A FRE ALARM TACK FIRE ALARM CONTRO,.. PANEL FRO FURNISHES BY OTHERS I TO FOOTCA j FDR FEEDER FLEX FLEXIBLE FIR FLOOR FLUOR FLUORESCENT GALV GALVANIZED CEN GENERATOR ONO GROUND FAULT OROUT OLIVRRU ''.. ONP MOM HE HORIZONTAL CROSS CO. ECT HD HEAVY DUTY HM HAND ME '.. HFA HAND -CIF -AUTO '.. HP HORSEPOWER WE W04 POWER FACTOR NPs HIGH PRESSURE SODIUM HIS HEATER X: IN MATE CROSS CONNECT 0 INSIDE DIAMETER OF OITERMENATE DOURBUTION FRAME INC lNTERMEOATE GRADE METALLIC CONDUIT UICAND INCANDESCENT a- sox M OTION BOX ASK THOUSAND OF CIRCULAR KILLS KVA KILOVTXT AMPER KW KILOWATT ARM KILOWATT HOUR LA UGHTNINO ARRESTOR CAN LOCAL AREA NETWO LED UQUID PONT FILEME CONDUIT LTG LIGHTING LV LOW VOLTAGE MA kNLUAMKRE MAX MAMMON MB MANN BREAKERS MC MECHANICAL CON TRACTOR ON ma MC MA94 CROSS CONNECT j MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTOR : MIN' MAIN OTSTRtBUTTON FRAME MOP Rom DRSTRtBunON PANEL MECH MECHANICAL WIT MANUFACTURER MG MOTOR GENERATOR MH MANHOLE OR METAL HALIDE WN NNIMUM MU) MAIN LUGS ONLY MOY MOTOR OPERATED VALVE MPOE MAIN FONT OF ENTRY MTG MXJNONG NETGHT MS MOTOR STARTER MSB MAIN S.TCHISOARD MTS MAIN TERMINAL BOARD BUT MOUNTED MOUNTING ► MTG MT09 MAW TELECOMMUMCATiONS GROUND SHE MV MECHUM VOLTAGE. N NEUTRAL NEC NAUONAL ELECTMOAL CODE NF NON FUSED RIC NOT IN CONTRACT NO NORMALLY CLOSED 'r NO NORMALLY OPEN : NTS NOT TO SCALE. PD ON CENTER 00 OUTSIDE WAMETER '.. P POLE '.... CA PUBLIC ADDRESS PB PUSH BUTTON PBX PRIVATE. BRANCH EXCHANGE. RE PHOTOELECTRIC PF POWER FACTOR PH PHASE PNL PANEL, PR PANT NO PRIMARY PT POTENTIAL TRANSFORMER PVC; POLYANYL CHLORIDE PAR POWER OR QUARTZ RESTRIKE R REMOVE RED RECEPTACLE RGS RIGID GALVANTZED STEEL. RM ROOM RPM REVMUTIONS PER MINUTE SCI' SECURITY CONTROL PANEL SEC SECONDARY/SECOND SECT SECTION SHT SHEET. EMIGRE SECONDARY MAIN PONT OF ENTRY SIT SERVICE. PROVIDER CAR SURGE PROTECTIVE DEVICE $PDT SPICLE POLE, DOUBLE THROW SST SHUNT TRIP SID STANDARD SW SSMTCH SWBD SA BOARD T TWIST LOCK me TELEO MUNICATTONS BONDING BACKBDN €C TIME CLOCK FTC TELEPHONE TERMINAL CABINET OR CLOSE . TTS TELEPHONE TEENONAL BOARD TEL TELEPHONE TELCO TELEPHONE COMPANY TELCOM TELECOMMUNEATKINS WAP TEMPERATURE TELECOMMUMCATIONS GROUND ND BUS TR TAMPER RESISTANT LAC UNDER COUNTER. U/0 UNDER GROUND UP UNIT HEATER UL UNDERWRITER LABOR.OTORNES LINO UNLESS NOTED O HERW9SE UPS UN €NTERRUPTHEL.E POWER SUPPLY UTP UNSRTELDED TWETED PAIR V VOLT FED VARIABLE FREQUENCY DRWE VM VOLTMETER W WATT '',.. W/ "TH AN : WAFT HOUR WHM WATT HOUR METER IRAN WeRELESS -LOCAL AREA NETWORK WP WEATHERPROOF WP{, WEATHER PROOF LOCKABLE ENCLOSURE. WT WATERTIGHT XPMR TRANSFORMER XP EXPLOSION PROOF ►, . ►iii EQUAPMEN WALL DUPLEX RECEPTACLE i I M O T O R BRANCH CIRCUIT OR POWFR PANEL APPROVED S ub j ect to Field Inspections PO WER YP WALL DUPLEX RECEPTACLE RECEPTACLE MOMER TAGS WALL. FOURPLEX RECEPTACLE WALL, SPECIAL. RECEPTACLE X ,FOR .X, SEE TABLE BELOW) k' WALL. JUNCTION BOX WALL. FURNITURE FEED K GETUPS SPECIAL RECEPTACLE X (FOR "X" SEE TABLE BELOW) Q FLOOR JUNCTION BOX F&. BOX DEVICES SHOWN ON LEGEND RIDICATE POKE -THRU TYPE. FLOOR BOX DEVICES ENCLOSED COMMUNICATIONS WALL OOUTILET 9ACK-SOX BY A SQUARE BOX INDICATE. iN- TYPE'. COMMUNICATIONS i nACxrrT PRMMM RECEPTACLE MOMER TAGS 2-PORT DATA OUTLET WALL MOUNTED AT K I NSTALL BY C ONTRA CT O R . COMMUNICATIONS WALL OOUTILET 9ACK-SOX • MOUNTED AT 16 OTTO COMMUNICATIONS FURNITURE FEED FLOOR 'BOX IHATH COVER PLATE AND FLEXIBLE 4 PONT DATA OUTLET WALL MOUNTED AT ry ow nACxrrT PRMMM Work shall comply with 2006 IB(% 1 PC,JMC, IMC, - C 2005 NEC and any applicable City of'Wheal Ridge Municipal Cocies, mill RECEPTACLE MOMER TAGS + ry II Work shall comply with 2006 IB(% 1 PC,JMC, IMC, - C 2005 NEC and any applicable City of'Wheal Ridge Municipal Cocies, mill I ,, ksl:LtL1✓t L u WiN =W -. snkn: - m+mv �x fEEp "L L EXtS?A ru" GM OY cof", ' r Ek5S3�i ,f / �jj' T ' A V WSBAfdESb BY ms + ._ry t Nf ..t' f t7yA RRS -R ill 3 CONTRACTOR, MOTOR j CwT� M PRS_R vrtA,YS�'cxaT�a {{ smretc?t �ttr ikfV s' tl @$✓r2QV l.. 6 SNUNY «7Rf¢ URCfTY M QVIER. ", tW f'' S F Cae ADJA P„ AN(Y A W MWAKE TR3 AYA7ERtAtS T ER. AW AU .,�........ ! VAIN PSM PAD MOUN . ._...w UTEAIY 00, TRAWWORMER nrrwA T R , T,3 175,,3 -,0/3 ACM" AS KO 4 b aye' *Y _.�.,..... F ..__. .,,_...,. S TEEL ExC EtE.CTR LS}'M! Cw`RAtOE SHALL BE COOROWATED WITH ENGINEER AND ARCHRECT sl PRIOR TO WSTAL.AIROK NO AD#SiTIONA. COST TO OWNER VALL BE ALLOWED FOR RELOCATING CONDUIT DUE 10 THE LACK OF BNATIGMI, ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS NOTED OTHER"FASE, ALL WRRCAL SECTIONS OF CONOVIT SHALL RE CONCEALED EXCEPT WHERE CALLED OUT IN ARCHITECTURAL DRAWDNGEL V kkEE s, osc C ONTRACTOR , TO SHALL � scck�t OA INSTALLATION CONDUIT AND BACK BOXES W GYP". WALLS ongineors PROVIDE 120V 20A DUPLEX RECEPTACLE FOR EACH TELEMSION LOCATION, COOR DNATE FINAL LOCATIONS W@TH GAINER AND ARCHITECT PRIOR TO INSTALL, MAXIMUM OF (A) TELEMSIONS PER CIRCUIT, CONTRACTOR SHALL COORDINATE. MOUNONG LOCARONS OF ALL BACK -BOXES AND RECEPTACLES PATH OWNER AND ARCHITECT PROP TO INSTALLATION. ALL DATA CABUNG AND TERMNADONS TO BE FURNISHED BY OWNER. CONTRA TO INSTALL AND TERMINATE ALL DATA GABLNG, CONTRACTOR TO PROMDE AND INSTALL ALL POWER CABLING .,... !t� i sl . 11 ffi� ii II! ri As i M l .!• Q�90NFE ENLA E] PR>LIOE (F) s /4° Ot;T G ENE RAL NOTES lNSTALt.EO @M FLOOR TED t. TO FL SOX PROVIDED BY ALL EXPOSED CONDUIT SHALL BE ROUTED PERPENNCULAR, CONTRACTOR, CONDUIT SMALL PARALLEL. AND TIGHT TO RUM TO WALL AS INDICATED UMNS AND BEAMS. ALL AND RUN INSIDE WALL THEN EXPOSED CONDUIT ROUTWN TO COMIAVNICATIONS ROOM, SHALL BE COORDINATES WITH FIELD COORDINATE FINAL OWNER AND ARCHfTECT PRIOR CONDdtT ROUTING AND FLOOR TO WSTALLATILP4, BOX LOCATION )MTH O. PROR TO INSTALLAVON, 2, ALL BACK BOXES SHALL BE itt CONNECT TO NEAREST FLUSH MOUNTED 'UNLESS NOTED OTHERVRSE, ALL EXISTING CIRCUIT. VERTICAL SECTIONS DF' 0i NEW WALL FOR EXPANDED CONDUIT SHALL BE CONCEALED UNLESS NOTED COMMUNICATIONS ROOM, OTHERIMSE IN ARCHITECTURAL CONTRACTOR TO DRAWINGS. CONTRACTOR 12 .INSTALL FLUSH MOUNTED AV SHALL COORDINATE INSTALLATION OF CONDUIT ANC BACK -BOX FOR 70—INCH BOXES IN CIF. WALLS, VIDEO DISPLAY, POWER AND DATA CONDUIT SHALL BE 3... PROWDE 120V 20A DUPLEX ROUTED TO BACK —BOXES RECEP ACLE FOR EACH MOUNTED TO THE TOP OF THE TELEVMS;ON LOCATION. BOX, OWNER TO PROMDE AV C YNPNATE FINAL LOCATIONS BACX —SOX, COOR DINATE WITH OWNER PRIOR TO FINAL INSTALLATION LOCATION INSTALL. MAXIMUM Of (4) WTH OWNER AND AV PRIOR TO INSTALL.. TELEVISIONS PER CIRCUIT. REFER TO SHEET E-401 WEST 4. CONTRACTOR SHALL COdT AC R S HA A LL WALL FOR MOUNTING DETAIL COOR OF AV BACK —BOX, POWER, LO tS CIS' ALL AND DATA DEVMC£S. BACX —BOXES AND 43. PROVIDE 12" LADDER RACK RECEPTACLES WITH OWNER AT SAME HOGHT AS EXISTING PRIOR TO INSTALLAT LADDER RACK. 5. ALL DATA CABLING AND TERMINATIONS TO SE FURNISHED BY OWNEFL CONTRACTOR TO INSTALL AND TERMINATE. ALL DATA CARLING, 6, CONTRACTOR TO PROVED AND 04STALL ALL POWER CASUNG. . 11 ffi� ii II! ri As i M l .!• Q�90NFE ENLA KEY ,N° PLATE. CONDO PRO 2 WARC W A " A R OOM OR CABLE TRAY, PRO SANK ST ANALLESS STEEL PLATE.. 5- bW , WALL MOUNTED COMM. JUNCTION BOX DEVICE L, CONTRACTOR SHALL P"VJX DEDICATM4-00n AT 44 CENTER FOR ALL T'ELE/OATA CASLROG NOT RUN W CWWT 09 CAOIX TRAY, AWT"ASLY, CONTRACTOR SHALL PRQVW ODNOWTS TIMOLM WALL$ AND ACRM KkCCfSSWl G SPACES TO ENWK W�MCWVCT`N? PATHWAY TO NCARESC COMM ROOK OR CAWLE. TRAY, f r apq ffml.� - L CONTKACUR SKALL PROADE DE09WED JP-HOCKS AT t8 ON CENTER PtN4 ALL TOT MOT RUN , T OR TRAY. =M TRACTOR TRACTOR SX PROVIDE CONDATS THAWCH WALLS AND ACROSS NAMSSOX COUNG SPACES 10 CR WO O PATHWAY SACK TO WA REST COW Amm 04 : TRAY.. 2. CONVACYCR $HALL PRO WEATHER CO WR FOR ACS. � MN " t " TC.O AS PART OF 5.. TR1 PLAN DRAY440& PETER TO RATHER PROOF OQTAL 04 R S T FOR AWBORAL . ACOUWEMENTS R a- I .. CONTRACTOR SMALL PROMM MMATED J-HOOKS AT Ora" ON CENTER FOR ALL. TEAE/$RAT* CASUNO Not Rum T. T OR C TRAY ALLT, CONTRACTOR $KAU PROWDE 00NOWTS WOUGH WALLS AND ACROSC MACESSMOLE MM PAWS TO ENSHRL V S PAA4WAY M TO NEAREST R. 09 GASU, TRAY.. E i # to 400"MA e. CONTRACTOR SHALL PROMOL OCTAC.AM J-H '5 AT AS 04 CENTER Pdk AJ, TEtEjDATA NO7 RKKN BN T.O? T'RAT: AER7tlh7VAtd:Y, CEWKiRACICR STALK, PROVIOE . ' IS AND ACRO$S FNACOLS E $PAGES TO cumm 5 ik"D PATHWAY SACK TO NEAREST COUP PWOM OR CAME MAY 2. CONTRACTOR SHALL. PROME RCATHER PROOF C. FOR ALL OERCES Am `WAS` WMATED AS PART Cr 3 ON PLAN ORA R TO WEATHER PR OETAS. ON TKS SHEET POR AMIXOM REQUNWNT& A A R 0092191#11REPOUT t .: mm F 4 4 4 VICHTY MAP (1) 2012-023 2013 oW sWo I archftectum owner: ME ENGINEERS INC. 10M WWI 43rd A" wt.0 mdqc co OW33 303 421 NM Self S"wrw ard*80. C! pen studio �: SO= SAO 2w W.4 VWAMM. WE Engineers Inc. Lobby + C CONSTRUCTION DOCUMENTS JAN. 15,2013 inference tidge Building Department twuntor. GE JOHN SON M3 O T C P ekfty, SWto 450 GMW.Wd V11400, co 80111 M $40 %wPw open studio M S' 81014—Y, suft 202 0msYar, Co. arNS W3173 8,04 Vaksfte ME Erdj v ft �, U e C- lnawiw Reaa"M. IMM Walt 43rd Ave Waft ft ve.. Co swu 2M N.OWW EIft*kW e 8ntwMMAi £aalYknp 2M 1""80Mw ""Oww Fa# ZZ lhVarnniaesr#s Mfthwkw God. CM# Amandevards i4.W All"I 1, MIM) ProJxt Th, taut to ma im+Crmvha+titv2 ram proaaee, aRnewadvt idAas p#xA #3(415, rmw miawtttk iAad ten or+ and WNksn nI eatsikrg m4twark vw m 34 and r a6iPo et.m be PWA 0 Ow . Tha WWV use, vy, APea#s Path rn traMS010 bn typal aAg na ch-V #. Z*M 'q O.vtnce Peat Wwwo C Cave y SHEETINDEX Sheet s Number Sheet Name Issue Description µ 1 Issue date _ ._ .. _m _...a .... . ME Engineers Inc. l d } 4 C wt" Fofta' Co WM3 PROVED Subject o Field Inspection Wtieat Ridge B Dept. Date a S ignet � , r ILL • - a s M OMMKINTHM 1 11 OSAproject Zt}T °ll 3 dram b D deemed by .. �Bv --- ,____.. copyright. 2013 opon stu o � arctwteot oe d l �r�t��ac s c�E rt 1 c�tvr€�ucr ou��rrrs � .inry �� aus aoaa ��Et�o�c�tor�s open studio �� ard",n'teclu're SOO 2W 30 640 3173 0046 VmAdW4 project I owm ME Engineers Inc. Lobby + Conference A. whm %V., ck mm I am 2, THE ARCHITECT SHALL HAVE ACCESS TO THE WORK AT ALL TIMES AND SHALL HAVE THE RIGHT TO REJECT MATERIALS FURNISHED ANIXOR INSTALLED ANDM WOW PERFORMED WHICH DO NOT MEET THE REQUIREMENTS OF THE CONTRACT. 3, THE ADMINISTRATION AND ACTION$ TAKEN BY THE ARCHITECT SHALL NOT BE CONSTRUED AS UNDERTAKING SUPERVISORY OONTROL OF THE CONSTRUCTION WORKOR OF MEANS AND METHODS EMPLOYED BY THE CONTRACTOR AND SHALL NOT RELIEVE THE OWNER OR THE CONTRACTOR FRW ANY OF THEIR RESPONSIBILITIES OR mmm 4, THE PRESENCE OF TkE ARCRITECT AT SITE S NOT IMPLY CONCURB 9 WARRANTY L PRICE TO ISSUE OF CERTIFICATE OF FINAL a EXECUTE AND DELIVER TO THE ARCHITECT A 2 SHOULD ANY DEFECT DEVELOP OR BECOME) IN CORRECTING SUCH DEFECTS &Q5=WmvI1v lilt 14, PROVIDE TYPE ABC DRY. 1CAL FIRE EXTINGUISIERS AND LOCATE WERE CONVENIENT. PROVIDE NOT LESS TKAN ONE EXTINGUISHER ON EACH FLOOR ANDONEIN FIELD OWCE. 15, REMOVE EACH TEMPORARY FACILITY WHEN NEED FOR ITS SERVICE HAS ENDEt Wheat Ridge Building OSA projW no.: .15,2013 drawn by� DD checked by: BV copyright: 2013 open studio i archtecWtv sheet 00e: SPECIFICATIONS scale: A 0. 2 1 CONTRACTOR FOR ANTICIPATED PROFIT ON My PORTION OF THE WOW NOT COMPLETED BY THE CMTRACTOR, UNDER THE SECTION HEREOF ENTITLED COWRACTOR'S DEFAULT, LCMY "E"WD E4� F r L J (E) (' 5 GENERAL NOTES - DEMOUTION: 1, ALL EMSTITO CONDITIOM AND DM TO BE VEITIRED IN FIELD W, SURWY ALL LOAD BEARiNG WALLS A SUPPORT REMAINING STFWCTURE AS NECESSARY PER STRUCT 01romfEA S MAJIMON 3 ALL DENIM IWEMORS DOOR$ TO BE REUSED WHERE POSSIBLE 1 NEW CONSTRUCTION KEY; exisr"G CAmnoN TO BE DEMOUSHED NEW CONSTRUCTION [WALLS' APPROVED Subject to Field I �q, Wheat Ridge Bui Un g , , Dep't. Date: A`n' Signe P I wn c h e c. k r,�, r open studio D."W, rowk, OW4 30 $Q 3173 8,66 Vmkmdw. project / ovmr ME Engineers Inc. Lobby + Conference me"�Svm' ISM Wft 4314 A" whm ad", co m" Ui A M0100INUT51201 (D-TE — N V — -- LJ ------ 1== F-- W r 4' V OSA project no: 2012-023 drawn by: AR chocked by: BM copyright: 2013 open sludio I archItactum Sh" fitic DEMO PLAN Scale: As indicated "U open studio 3e38dR 3413 m E F E sa tt as to tt (F-) E m @ E @ E a Li L — — — — F L L E project I owfw� AAE Englmws Inc. DEMOLITION I NEW CONSTRUCTION KEY: Lobby + Confemnce 10MWOM43MA" 00"mm Wh" Plop, 00 W" TO BE 0BM,%fFD NEW CONSTRUCTion WALLS) DEMO - REFLECTED CEILING PLAN - LEGEND: C4-) 9! RECESSED OR SURFACE MOUNTED DOWNUGHt, EXISTNG TO MUNN I, SMWLER EASIMTOREMAN 7 -1 DEMO EAST DECORNMEPEW"TS DEMO ENST RECESSED CAN L4HT oP RECESSEOCANLIGHT r - I I I OEM EXIST. EMERGENCY LK.HTS + L J -- — -------------- KEYWtES - DM ROP Ui [7 E4 K X, 4 RE t�J_ r DE APPROVED Subject to Field Inspections Wheat Ridge Bui6ng Dept, Date: J I CONSTSIX"ONDOOLNENTS M13 �ce Signed" ------ Plan checker 6 __�__ CONSTRUCTION DOCUMENTS OSA projeCt no,: 2012-023 15; 2013 drawn by: AR checked by� BV copyright: 2013 open studio architecture shw 01 2 11 IT DEMO RCP As indicated j A A A -A APPROVED Subject to FieldInspections wi4eat Ridges -Buildirig.-Dept, M 0 Plan checker — f 1 N f Q A ,� GENERAL NOTES - NEW CONSTRUCTION: t VERIFY ALL VX?STWG CONZAVONS & DIMS. W THE REM ell ALL WOW TO OOMMY 0TH LOCAL SLALOM COMB, DEMOLMON I NEW CONSTRUCTION KEY: . .. .. . . ............... Exrorm ncMnrIS 74 9E DEMOLISHED NEW CONSTRUCTWA {WALLS? MM t FACE OF EXP5MG WALL TO FINSHeD FACE NEW WALL Sim, 2, M Ceiling system shall not be used to Non-load bearing walls shall be support walls or partitions (ASCII 7- supported with kickers. Maximum 05). 8'0" on center to roof deck or floor above. NSTl�UCT #C4N PLAN METAL STUDS, IS MSG, 16 O,C NSULATION ER 9 GYP. 80 open studio 10 B Omad"y, SIM* M, 0�, CAI'"O som 303 "0 3173 Wad VMkW00 ME Engineers Inc. Lobby + Conference ME Erv�n I- I*M5WW4,WA" Whu� R'Ve, 00 Mal tz 00 Lu Ui Kali CO O D NSTRUCTION CUMENTS OSA r l + l "i'' ect no,: 2012-023'; II Illl�lllllllllllllllll�a�p�ll 1 116 I�`I���� aW drawn by� AR sheet WIAE C (16A 0 Ra N 0 aneatut"E C ST ONSTRUCTION PLAN ----- ---------- - ------- ScaW As indicated' A a '3 FLINAER I.-BATT INSULATM LAYER E#'GYR W, APPROVED Sut�ject to Field Inspections Wheat Ridge Building Dept, . .. ..... 4 Plan chec er L3 E E F LE �4 ' S L3 C9lk E LOBBY 0 �1 ROM E L3 i � i ��. ..�: q '` 4 � .;.. fY' ace ��' „„� ,„�.�. � � 3 j 'K. L1 L3 — 7 E 0 (DE L3 f "i � i E L .13 Ja) A L3 (3) a E i L E E E (D E I v-4v4' 4 714' + GENERAL NOTES - REFLECTED CEUNG PLANS I, GX TO IF00 MTH ARCMTFCT ALL MOUNTING HEIGHTS IN FIELD, L3 WALL WASH PRODUCT LENSED LINEAR FIXTURE see 4X4' QUANTITY TBD L4 RECEPTION DESK TASK LIGHT PRODUCT V LED APPOLO COLOR TEMP 3?Q0 SIZE RE: ENLARGED PLANS FOR OUANDTY LS DECORATIVE PFNDANI MANF DCDGWLAN STRET70 PRODUCT SIZE FILM K 1,4ivxr" FWNSH STAMESS STFFAJWHME OUAKITTY I CTI I'DIAELECTICALCONDWT MANF PER GIC, SUPPLIER ENA I' FIMSH P4 MOL94TWO HT 232 AFF NOTE CrI TO BE MOUNTED WRECTILY ONTO RMSHCO COUNG SPPANKLEA EXISTING TO REAM Ej N+ �+ 0' 2 x A KEYNt1T - RCP A REPWA7 'RW" MW FINER 2 MFUNEARDI INT R - TO REMAIN & , M IS LOCATED ARM FINISHED CEILING; ALL EXPOSED ODMUD IS FOR ASTHEDC8 AND ABUT { PJCS ALL S TO BE PAtNTED P8 ($)I x. SEE A*,WI FOR MOK ENLARGED SECTIONS 90 arowtirch open studio =S7.—=11 1%9.2N m so 3173 8,00 VaIAMfti. ii OSA project no,: zU1z-Uz;1 date: JAN 15, 2013 drawn by: AR checkod by: BM copyright: 2013 open Studio E architecture shoot tifie: REFLECTED CEILING PLAN mm APPROVED Subject to Field Inspections Signed" hm Plan checker M i g f L (k,/ E - F -1 - - ---- f- --- --- -1 N+ �+ a 2 4' 9 Q PATCOLOR TEFW RAW ISM URBANISTOM INSTALL NON DIRECTIOR"ANDOM 01 TORUN THE ENTAELENGTH OF THE COOSIDOR QUANTIFY EXTENTOMEN ES; SIONS INFIELD, ALL ExIST, COD A FRAMER To RECEIVE AN, NLW x 19,69 CCLOR CONTACT FOR REFERENCE ONLY FINISH EGESHELL E - F -1 - - ---- f- --- --- -1 N+ �+ a 2 4' 9 Q WAW-"#M Me BUS t34 ,f T FmH EASE TO RECEIVE 94 PATCOLOR TEFW RAW ISM URBANISTOM INSTALL NON DIRECTIOR"ANDOM SZE NLW x 19,69 CCLOR CONTACT POP L 303,918AL400 FINISH EGESHELL PANTIE CCRFLOK PATTERN SAGAZ COLOR QNS BARANI, MYSTERY INSTALL ADOEIDYE PER MANF� SPECS SIZE 4853& °x '91W CONTACT NAINSYN WEVMAN 583 WAW-"#M Me BUS t34 ,f T FmH EASE TO RECEIVE 94 arcmted� open studio ? t$ 141$ Br y,. U10202 0--, CIN—do SAM MG 6403173 P,roOm'A's". projea I oisaw: ME Engineem Inc. Lobby + Conference ,I'. FUMO, So samm OSA profect no.: zU1?-U2J date: JAN 35, 2013 drawn by AR Snacked by: By coWght: 2013 open studio arctiftooture sheat OUR: scale: As indicated I ,,E>/ FIVISH SAM TO RECEIVE PS ft MCORE .,a° CCLOR SNOWFALL WHITE OC-114 FINISH EGESHELL N MOORF COLOR BLOOEGGSHEMING GROVE 413 NILL R SH Wpm MAW SHER`NN WXL(AMS COLOR FINISH REPOSE GRAY SWNUS SEM GLOSS MOOR OR BEMAMIN SNOWFALL WHITE 00118 FINISH SM SLOW COLOR SE MOORE SNOWFALL Wmi'moo-m FNISH FIAT Li MAJNF SENJAMN MOORE COLOR RLOOMINO, GROVE 413 FINISH Sm GLOSS MAW EVU GLASS PRODUCT MAGNETIC MARKER .OR TO MATCH PI {R2 EVEfiG&CEEN GLASS PRODUCT MNONETIC MAR LASS COLOR TO MATCH PI EN GLASS PRODUCT THICKNESS TOD 1'r NOTES PROVOE METAL U-CHANNEL DIRECT GLUE MOUNT CIRCLE GrAJ4PX PRODUCT 'ArAT I= COLOR WHITE SIZE APPROX 2' , 7 Me X 1W ty' W W-11C . t,v PRODUCT PER GG, SUPPLIER 1 MA, (tiWIAGSIDEVAJ RECTICALCONOUIT INSTALL. RF� ELEVATIONS AND ENLARGED PLAN PRODUCT I IN' DIVATRUT & WLCLtP CONENUT CLAMPS INSTALL PC ELEVAMONS MAW PRODUCT DUSTED CRYSTAL GLASS RNISH ITS'SE"14 COLOR MATTE WRITE FR,M TYPE CAST arcmted� open studio ? t$ 141$ Br y,. U10202 0--, CIN—do SAM MG 6403173 P,roOm'A's". projea I oisaw: ME Engineem Inc. Lobby + Conference ,I'. FUMO, So samm OSA profect no.: zU1?-U2J date: JAN 35, 2013 drawn by AR Snacked by: By coWght: 2013 open studio arctiftooture sheat OUR: scale: As indicated I ,,E>/ m m C ON ma C l ) - f ,QRN!'B4RE & EQUIPMENT P LAN Z-V-0' — --- ------ APPROVED Su4ject to Field Inspections Wheat Ridge Building Dept. Date I .. ....... Sign6 Plan chf L FOR REFERENCE ONLY C ) wwffa %RIGHT PRODUCT IrMAGNETICIAAMWARAR, i 7 FINISH ANODIZED ALUMINW FINUW OUANTITY TSO C MEDIA DISPLAY NOT ES PROIADED By OUSHI size 40,2r x 22'r LOCATION LOWY OUAN"Ty 4 (STACKFDg cifi) C ON ma C l ) - f ,QRN!'B4RE & EQUIPMENT P LAN Z-V-0' — --- ------ APPROVED Su4ject to Field Inspections Wheat Ridge Building Dept. Date I .. ....... Sign6 Plan chf L FOR REFERENCE ONLY C ) wwffa %RIGHT PRODUCT IrMAGNETICIAAMWARAR, FINISH ANODIZED ALUMINW FINUW OUANTITY TSO E PAft 0 XX F T LL" " U GhAL MEDIA DISPLAY NOT ES PROIADED By OUSHI size 40,2r x 22'r LOCATION LOWY OUAN"Ty 4 (STACKFDg cifi) EOVRAW11JEW PRODUCT 7W FLAT SC%&N TV WALL MOUNTED NOTES PROAPEDaYCUENT LOCA'"ON 00WEREME ROOM NOTES GIC PO VEAWY NECESSARY BLOCKING pmrum -14 Afti Mw PRODUCT COINOL BENCH FINISH MARNE BLUE AGE 74'X 14'X 14' QUANTITY t PRODUCT GENERATION IIIHP4SXHC FINISH SASE POLISHED ALLUMNUM BACK' N*TECA SEAT:SITEM PRODUCT ELEVEN TABLE, TRACE FINISH PLASTIC LmANATE OUANTITY I C B M"ffH- -SEE PRODUCT MEVEN CASDENZA FINISH PLASTIC LAMINATE OvANVTy I (_Eflc) PRODUCT STIONT SEATING WO 0NCALLGk*ST SLACK FRAME UPR PERPETUAL FROTHE QUANTITY to (EOD tdAt3F ER PRODUCT LEWSUFOLOLNGE*IN3 COLOR WHITE #Vu? MATT STEEL PRAMESASE POLYCARSONATE 1 3LICE OUANNTY 2 CONTACT CRYSTAL NODSLESOFM&ISIS CAA project no.. 2012-023 dater JAN, 15, 2013 drawn by AR chedW bir: Bv copyrighL 2013 openustudio ; archtecture sheet site: FURNITURE & EOUIPMENT PLAN 0 WFAV0 1101im ------------ open studio i D.-� Ofted. WON M '&' 60 3173 ad VNIAISM0 NORTH ELEVATION NA"fam COLOR WHVIE 940GP CONSTRUCTION DOCUMENTS projecit owrmr 4) COLOR ARUSANFnSHQia-Q l V JAN, 15,2013 ME Engineers Inc. m a ll WHA , < C mm Lobby + Conference ME EPAmww he W9 SLACK Ot MATTE CINSH I005SWw4- Ao BASE TO RECEIVE P4 0 WtIM Rdov, 00 rOM MATH E ST aUl"TURIAM PRODUCT COLOR F"S" WOVE PS &PO TO —TERN RAW 12M .e p � 1 1 11 COLOR URSAN W01054 INSTALL PON DIRECTOINALGOIDOM Sze 14'w A )EW BEIVAWN MOORE SNOWFALL WHITE 00-118 CONTACT FOS LEUDKE 303 FNSH APPROVED Subject to Field Inspections t PASHA R PATTERN SAW COLR 0023 DASMA, MYSTERY O LISA PASQUALE 30319AZADS A W"MMI&ANDU moon WS TALL ADHESIVE PER MANF SPECS FINISH Rove 413 EGGSHELL SIZE 19'arxtirew CONTACT KANVOW WSET11MN 303.649 - 11P MARE COLOR SHERWIN WILLIAMS REPOSEGRA %V7015 NORTH ELEVATION NA"fam COLOR WHVIE 940GP CONSTRUCTION DOCUMENTS OSA project ni:L� 2012-023 II I 11 4) COLOR ARUSANFnSHQia-Q l V JAN, 15,2013 m a ll WHA C mm lbOHEMST W9 SLACK Ot MATTE CINSH .w SH BASE TO RECEIVE P4 0 -------------- MATH E ST 2013 oW stuft I aroNtseture PRODUCT COLOR F"S" WOVE PS &PO TO .e p � 1 1 11 MARE COLOR BEIVAWN MOORE SNOWFALL WHITE 00-118 FNSH EGGSHELL CONTACT LISA PASQUALE 30319AZADS A W"MMI&ANDU moon FINISH Rove 413 EGGSHELL MARE COLOR SHERWIN WILLIAMS REPOSEGRA %V7015 FINISH Sm GLOSS COLOR BENJAIAN MOORE SNOWFALLWHIT1,01,118 .1 F"Sm W GLOSS SE LO m ZL mJ 98vwN MOORE COLOR SHOW ALL4AODIOO118 FINISH PLAT M CMOR 89UMN MGROVF OORE SLOCIIANG 413 U.1 FINISH Sm GLOSS ctl W-WALLEM ft LO &EEN GLASS PRODUCT MAONEOC MARKERGLASS COLOR TO MATCH FT ftm PRODUCT . MAGNETIC MARKERGLAIIS COLOR TO MATCH Pi GLASS PRODUCT TOO THICKNESS I m' NOTES PROO. NETAI U DIRECT GLUE MDUFIT wf CIRCLE GRAPHA PRSDOCT WAIL LOGO COLOR WHITE SIZE APF"OX TSD PER G,C. SUPPLIER PRODUCT I- INSIDE CIA (115 OOMOE Dm} SLECTICAL CONOUT INSTALL RE btFVATkONS AND ENLARGED PLAN -Q U .- F , PRODUCT 1 V4 UNISTAUT & Owcup CONDILT CO"S'vAUCT04 DOCUMENTS CLAWS -I- ' '-__ INSTALL RE: ELEVATIONS 2 ..,. MANF m am 4 PRODUCT OUSTED 114 CAYSIAL GLASS FKAGH OSIESE - ------- COLOR FILM TYPE MATTE WHnr CAST D LA 2 le COLOR WHVIE 940GP CONSTRUCTION DOCUMENTS OSA project ni:L� 2012-023 II I 11 COLOR ARUSANFnSHQia-Q l V JAN, 15,2013 2. WM a ll WHA COLOR W9 SLACK Ot MATTE CINSH BV -------------- 2013 oW stuft I aroNtseture PRODUCT COLOR MOROOM CC2255WRTE 55MATTERNSH .e p � 1 1 11 INTERIOR ELEVATIONS MANF PRODUCT THICKNESS DALTME NOT, NO30, MORNING FROST 20M � 1VV CONTACT LISA PASQUALE 30319AZADS D LA 2 le M 3/r. I' WALL"Ok"M 04STALL MATCH S*ST FIRM" EASE TO RECEIVE P4 c,w Q,QQp`E51Au NSTAU MATCH EMST FINER BASE TO RECEIVE P6 70'VMOOfSPLAY(KlVX39,WP ASSUME 300 LES, SOTTOM OF MOORE COIOR SNOW FALL INKIE00118 RNSH so-SHELL AjW"MllqMo.A"N MOM COLOR W- Ni GROVE Al'a FR"H COOSHaL -------- --- WILLIAM$ COLOR REPOSE GRAY SW 7015 FS Sew GLOSS COLOR SNOWFALL WHTS 00418 FKSH Sam GLOSS MAW SENJAMIN MOORE COLOR SNOWFALLWHITEOC �lfs r"104 FLAT MW.tl2: SENIAMN MOORS CON, OR S LOONGNO GROVE 413 FINSH w s GLOSS —7 GLASS PROOQC7 MASK= BACK PNNTF D MARKERGLASS COLOR TO MATCH P2 G€2 AiAPlF &.E EVECit3t§F.EN MASS PRODUCT MAGNETIC BACK PAINTED MARKfROLASS cmm TO MATCH PI uj CONSTRUCTION DOCUMENTS mom ------- -- AFF, 70'VMOOfSPLAY(KlVX39,WP ASSUME 300 LES, SOTTOM OF IOSKAY TO BE MOUNTED Wr W. GLASS OPENING W AFF uj CONSTRUCTION DOCUMENTS mom Y) Lu W Z CONSTRUCTION DOCUMENTS W INTERIOR SECTION & PLAN DETAILS scalw As indicate ZIA A open studio 141 S, SmWN:% CUM 202 SOON SM 040 3173 INW VA.A110(go ItA. PLEIAIL 77 APPROVED Subject to Field Inspections Wheat Ridge Building Dept, Date- Plan &E' o xo f' o signeod. I profed I owrAw: ME Engineers Inc. Lobby + Conference ME 609I.W� I- 10065W"431A" Wh" Rdp, 00 mm a 4) Q� Ui OSA projW no,: 2012-0231 dateP JAN, 15, ----------- - drawn by, ARI chtx*ed by,� -- - ------- cop0j)ht 2013 open studio architecture shoot We: ENLARGED MILLWORK PLANS, ELEVATIONS & DETAILS ,A5? A L_ 114 'SOUAREUNISTRUT, . ...... ...... . - - --------- AWWWW rev COLOR WHITE &$P 'k W WOOD COLOR ARTISANFIMSH621042 CMOR M WCK, 50 MATTE FINMH A, E ft, W T PRODUC MORCORE OOLOR CC2255 WHITE, 56 MATTE FINSH 'R ............... . ... . . P80DUCT IETAS DRAWER POLL _Z4 FIN SH SAPN CHROME W3 0f m a l f -P aftz -!kRqN-ST _Rg§KS�9 *N 01 ------- PRODUCT NOS& MORMNO FROST THICANESS 2W � T4� -E�gy I 1z - 11-01 1 'e 11-0. CONTACT Li5A PASQUALE 303-859-2406 ItA. PLEIAIL 77 APPROVED Subject to Field Inspections Wheat Ridge Building Dept, Date- Plan &E' o xo f' o signeod. I profed I owrAw: ME Engineers Inc. Lobby + Conference ME 609I.W� I- 10065W"431A" Wh" Rdp, 00 mm a 4) Q� Ui OSA projW no,: 2012-0231 dateP JAN, 15, ----------- - drawn by, ARI chtx*ed by,� -- - ------- cop0j)ht 2013 open studio architecture shoot We: ENLARGED MILLWORK PLANS, ELEVATIONS & DETAILS ,A5? A ammtect: open studio 9144 APPROVED Subject to Reid Inspections Wheat Ridge Building Dept, Date: R' SigneQe& Plan checker ' 1"'.'.-EMST ' I WAL TR" com STRW TO REMAN ALIGN,/, LVT1 PROVIDE FLOOR LeVEUNG COMPOUND AS Kag TO AUGH NEW KNISH Wi FAST. CONCRETE. C� '�I� ' >jl� 0 !;, '(�. E�_ METAI-TRANSt T'ON STRIP TO RENWN U Project / ovew ME Engineers Inc. Lobby + Conference mdom, cc W.W S.0 OGA project no,: drawn by: AR checked by: By copyright: 2013 open studio I atchftedure Shoat atW i soele: As indicated i mia e'�\ 499@Y—%MS NgfM14ELWPON 93mm2mom M24M KE open studio 141 E vw—. waft am" 303 04 Wn A"W vank.d'vo pro1w I ownen ME Engineem Inc. Lobby + Conference r E ' W1A7..d Wh" mdo., cc was Ui MM APPROVED Subject to Field Inspections 5 ENLARGED PLAN t 1* date: iw 15, 2013 drawn by: AR checked by: ev copyright 2013 open studio 1 architecture ENLARGED MILLWORK PLANS, ELEVATIONS & DETAILS scale. 1" = 1'_0. (O�P'gffl � -- ---- -------- . ..... ......... . I"- V-0, FNISH COLOR WWTE "ASP #1%NF FORMICA COUTURE WOOD COLOR ARTISAN FWSH 01042 COLOR M SLACK � 58 MATTE RNsH PARA FOFMCA PRODUCT COLORCORE COLOR C(O M WHITE 68 MATTE RMSH PRODUCT WTAB DRAWER FINSH P3 , SAIINCHROWDP3 A6 IF PRODUCT F1030 MORNING FROST OUC404ESS COWACT 2CM "a'4" USA PASOUALE 301,s%L2400 date: iw 15, 2013 drawn by: AR checked by: ev copyright 2013 open studio 1 architecture ENLARGED MILLWORK PLANS, ELEVATIONS & DETAILS scale. 1" = 1'_0. (O�P'gffl � -- ---- -------- . ..... ......... . I"- V-0, uuu~unw OL2003 ICC / 2 o 1997 UBC /.2 EcomnCe NEC prlor'n" NEC ate must.be-posted' front door of rcial occo-pancle5 cupar~cq: tYes iiNo . . ."/`.1'. \.\"..~.Mi ~'~'J'..V' 11.r.n/`_".l'~ll: ✓'.1h~~/~MMni:'J:~i ✓'/'.~l~l~rVl~n.'.'W'~V!'/'J~.'iVV.^ Date:zo~ ; A Certificate of Occupancy 1 Complefion ~ has been requested for: 2 ; ~ A13nREss: 10055 w , ~l3 ~ PURPOSE OF STRUCTU12f: czvY1/Y\ ti e Suitding Department Approvai: t ~ Remarks: ~ Zoning App.roval: f\Y ~ Remarks: ; . ' Public Works Approyal: r { Remarks: c . $ Fire Marshalt Approval: t (If AQpticable) ~ i • ~ _ . _ _ . . . . Remartcs; t S ~ Sanitafion District Approval: ~ ({f ApQ)icable) ~ ` Remarks: : ~ Water District Approval: ; (If Appficable) Remarks: : , ~ < ~ 4 > c ~ ; ~ ~ COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: ELG-~~.Qict~< <•~.9~ , When corrections have been made, call for re-inspection at 303-234-5933. ~ . -D~ - CJ DO T% ~s•v/2- COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: When corrections have been made, call for re-inspection at 303-234-5933. 11-7 / Inspector ~ ~i~~P.gErT' ,~1i'Tirf Cs•F'I.CJ ~5'?Y~s i~i~i ~ C:k r r M C ~ M a ~ ~ ~ ~ ~ Ls C Q ~ O M ~ N U N a _ - ~ ~ ° aS O ^ M M C o ~ ~ \ b w ~ ~ C 3 ~ a~ w 0 0 . a , d Q ~ M ~ v ~ N Lo. w m m ~ c 3 ~ N e o d = ~ i O V I 3 ~ fA 0 Q. W U C f6 Q;, U U ~ a) r p ~ w t' IQ N N d a `o 0 a ~p (D ~ 0.5 0 8 n m 0 I~ WF 0 Z ~ w ~ o ~ ~ t - U o Z ~ m Z a ~ z z W a ~ w ' Q a a J J z ¢ 0 0 U) ~ D w ~ ~ O Q S 1 ~ a z Z F r ~ ~ - U W O c z o ~ LL Z O A ~ Q ~ N U ~ - e LL g E Z ~ " 3 i o ^ o ~ c ~ a 0) c d co W ' Z c°~ S ~ s' c . ~ ~ ~ 1 O ~ ~ ~ c E ~ C o' f0 L0) L ~ t F V m Z f O 2 ui ~ V \ i Q p W Z ~ ~ nI U J O ~ 0 N . . O •Q Z LL 'w C E N m tp ~ m c •C ~ etf (D W 06 ? E e ~ m L O ' y a LL I Q LL 0 r V ~ W W W Q ~ W 3 H co W . Z ~ ~ LLI Z LL ~ Q G a~ V W t/~ ap= Z W ~ v Z a Q ~ ~ ~ i r ~ LVi ma N > V ~ - ~ Lm 0 V ~ CL N ~ - i O C .O ~ V 0 mi co w ~ q,• ~ ~ U \l1 v ~ o b b ao ~ : ~ ~ ~ : ~ r ~ ~ ~ GOMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: /oC"J ~Z"~5 ~ c3Ti.✓~ fi~s/~'~cToi✓ When corrections have been made, call for re-inspection at 303-234-5933. 1007 OF ~HE4T'Gi ~ City of Wheat Ridge C~~ORA~~ Commercial Addition PERMIT - 061043 PERMIT NO: 061043 ZSSUED: 10./31/2006 JOB ADDRESS: 10055 43RD AV EXPIRES: DESCRIPTION: office building expansion CONTACTS owner 303/421-6655 . The 43rd Avenue Partnership arch 303/282-6178 Jason R. Loui Fentress Bradburn Architects sub 303/420-3040 01-9333 Gash Electric sub 303/792-9878 01-9954 Expert Mechanical Services sub 303/806-8000 David Milhan . 01-7942 DenverHeating & A/C, Inc. gc 719/473-5321 James M. Johnson 06-0199 GE Johnson Construction Co. PARCEL INFO ZONE CODE: PCD USE: UA SUBDIVISION: UA . BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 352,686.00 FEES Engin. Review Fee 200.00 Grade/Fill Permit 23.50 ~ . Permit Fee 3,133.69 ~~5 Plan Review Fee 2,036.96 ~ Total Valuation .00 ~ Use Tax 6,348.35 - TOTAL 11,742.50 . r._ j i A. rL~ fl'D Comments : . ~ 1 gq ~ Reviewed by CR, TRC, DB, SS -,see Permit Notes on Page Two, See Arvada Fire Notes, Electrical must meet 2002 NEC, 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 Aidge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge ordinances, for work under this permit. Plans subject to field inspection. of 1. This permit was issued in accordance with the provisions set forth in your appllcation and is subject to the lawsof the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall ezpire if (A) the work authorized is not commenced within sixty (60) days from issue date or (H) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may.be acquired for a fee of one-halE the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be donethat will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Huilding Inspector twenty-four (24) hours in advance for all inspections andshall receive written apprwal on inspection card before proceeding with successive phases o£ the job. 6. The issuance o£ a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of.,- any violation provisions of the building codes or any other ordinance, law, xule or regulation. All plan review;`i s sub~ct L' d~fnspections. . Signatur ~Chief Huilding~ffical date - INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY.BUSINESS DAY FOR INSPECTION TE3E FOLLOWING BUSINESS DAY. oF WHEqr V ~ Po City Mdge ' Building Permit Number. Community Lilevelopment Department Date: ~J cOCORP00 {.sO"ERCML & "LaE-X'""'-E°AAffLY /Y^~~' rnV INGPE"IT'~~~~ HON l/li/ v v PropertyOwner:''HC llqle17 MeN(4C }'A1,'(14t1zSI41 P GO 8U6i Phone: 170'~y - <J-7(-66-{ PropertyAddress: (Db1cj . W 43enA1E •W4tkT C'~iK/GvE' Contractor License No.: Company: Phone: OWNER/CON7RACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinp Dept. Valuafion Figure: $ ,4 I hereby ce rtify that ihe setback distances proposed by this permit application ar^ accurate, and do not violate applicable ordinances, rules or regulations of the City W heat Ridge or covenants, easements or restrictions of record; that all measuremen shown, and allegaGons made are accurate; that I have read and agree to abide by ~ conditions printed on this application and fhat I assume full responsibility b compliance with the W heat Ridge Building Code (I.B.C) and all other applicable Whe Ridge Ordinances, for work under fhis permi't~. Pians subject to field inspection. ..,~.r.~eo~.rnnmoermo~.cir_nicn , V l N/011nC. C.,.c . nerc -I, t t - LI (OWNER)(CONTRACTOR):PRINTED ~ DA7E Value:$ Permit Fee:$ Plan Review Fee:$ SE T2X: TOtal:$ Use of Space (description): i9FF[Gi5 01410MlWr 86QAAlSfon1 Description of work: Sq. Ft. added ~ ZZ~I s•~, COMMENTS: Approval: Zoning: 3 COMMEN4L Approval bRKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: ~ lOccupancy: Walls: Roof: Stories: Residential Units: Electrical License No: b 113' plumbing License No: Mechanical License No: Company: G,;,S4 v[E'j Company: Company: ° G~~ Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with the provisions setforth in your appiication and is subjectto the laws of the State of Colorado and to ihe 2oning Regulations and Building Codes of Wheat Ridge, Coloredo or anyother applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixiy (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. - (3) if this permit expires, a new permit may be acquired fora fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the naturat flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector iwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding wiih successive phases of the job. (6) The issuance of a pertnit or fhe approval of drawings and specifrations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official BUII,DING DEPARTMENT USE ONLY BUILDING PERMIT For inspection this permi# must be posted on the site and visibte firom #he street. TERMS AND CONDITIONS As applicant for a buiiding permii in the City of Wheat Ridge, 1 do hereby agree to the terms and conditions set forth beiow for the issuance of a Certificate of Occupancy in connection with this buitding permit. The issuance of a Certificate of Occupancy requires 1) The,ecompletion of ali required landscaping and, retated site improvements. Ins~ieetiot;~4[eNp.edormed by the Pianning and Zoning Division. 2) Thk coletion Qf ~ite drainage/grading requirements per the approved site grading piaf~°am.d'Icr final drainage report and plan, if such report and pian is applicable. Folr`"al+4esidential, and nonresidential projects with an approved final drainage report and plan, a letter of ceRification is required from the civil engineer of record. Inspections are performed by the Public Works Department. 3) The compietion and acceptance by the City oi Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Pubiic Works Department performs public improvements inspections. 4) The completion and approvai of a Certificate of Occupancy Appiication form and final inspeciions. Inspections are performed by the Building Division: Ail the above items must be completed and approved by Planning and Zon+ng, Building and Pubiic Works before a Certificate of Occupancy is issusd. Finaf lnspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not Qermitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements conceming the property which may be affected by failure to complete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms received a copy of the application for Certifcate of Occupancy. Name (please print) t'""' +'~S and conditions. .l have ate: Signature: R°C-~ ' D Fentress Bradburn Transmittal A R C H I T E C T 5 L T D. Arehifeclure • Interiors • Planning • • • • • • • • • • • • • • • • • • • To: Chad Root Company: City of Wheat Ridge Address: 7500 W 29' Ave Wheatddge, CO 80033 Fax Sent Via: Messenger 427 Broadway Denveq CO 80203 303.722.5000 Tel 303.722.5080 Fax www. fenhressbrad burn. com Date: 02 October 2006 Project: M-E Engineers Expansion Project No: 200613.000 # of Pages including Cover: Copies To: Name Company Ted Prythero M-E Engineers EmaiUFax # as applicable X if w/ Encl # of Date Description Copies 2 A5.1.02 Overall Elevation Sheet ❑ For your information ~ For Approval ❑ For your use E As Requested Z For review & comment ❑ No exceprions taken ❑ Exceptions as noted ❑ Revise & Resubmit ❑ Rejected ❑ For Distribution ❑ Submit item(s) noted ❑ Not Reviewed Comments: Chad, As requested, an overall elevarion sheet showing all the new work in context to the original building. 1- ~ ~ ~ ~ ~ ~ c-, c ~ ~ Signed: Jason Loui 1Te information contained in this transmission is confidential and privare; it is intended onTy for the use of tM1e individual(s) or entity(s) to whom it is addressed The infortnation may be privileged, pmprietary and exempt from disclosure under applicable Fedeal, Stzre or other law. Any recipient of this transmissioq other tM1an [M1e intended recipient or ihe employee or agent responsible for delivery of this transmission to the intended recipienS is hereby notified wt to disclose, distribute, or copy lliis tansmission, or take or refrain &om taking any action in reliance on fliis transmission. If this document Las been Vansmitted in ersor, please mtify tfie sender immediarely by telephone or facsimile to arrznge prompt retum of the transmission or otlier appmpnate action. # 06-0 I 16's ~ OF WHEAT City of Wheat Ridge Building Permit Number: ~ m Community Development Department oate: {sy~.k~'.~kMM~A.Lf C~Eo .fC'L~-L-k""".R~°<%~.(F':C.~k.-E~-B ~~(ORA00 ~d I•- El.i PER. .E AL"PL.k C4TIOZ C PropertyOwner:THE' k3ZpAV6N(4C PropertyAddress: 10695 W WnA1E • WNt7J'T W(•vF~Gfl 8G03~ Phone: ?j0~j • g-?~'(,(o~{ Contractor License No.: ' Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ( Buildinq Dept Valuafion Figure: $ I hereby certify fhat the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridgeor covenants, easements or resficfions of record; that all measuremenfs shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and ihat I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all ofher applipble Wheat Ridge Ordinances, for work under ihis permit. Pians subject to field inspection. t CA (OWNER)(CONTRACTOR):PRINTED I DA1E Use of Space (description): DFF[X P?14101.t1& F~XPAAISfOn( Description of work: Sq. Ft. added - 7Zy/ S• F, JING COMMENTS: Approval: Zoning: Value:$ Pexxnit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ BUII.DING DEPARTMENT USE ONLY . BCOMMENTS: V` ~V' IS i ~ Approval: SEP 12 Zppg D~APer_~a~' ~ Q------ p GOMN•lEaJ7s _ IRE DEPARTMENT COMMENTS: Approval: Occuqancv: Walls: Roof: Stories: Electrical License No: Company: Plumbing License No: Company: SIC: By P4J Residential Units: Mechanical License No: Company: ° Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with the provisions setforth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the buiiding authorized is suspended or abandoned for a period of 180 days. . (3) if this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in fhe original plans and specifcatlons and anysuspension or abandonment has not exceeded one (1) year. If changes have been or ifsuspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that wiil change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding wifh successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approvai of, anyviolation of the provisions of the building codes orany other ordinance, law, rule or regulatlon. All plan review is subject to field inspections. Building Official of WHEqT Q~ ~ 0L)^ o' io J/ & ~ Po City of Wheat Ridge Building Permit Number: Community Development Department Date: ~~lORP00 g{.r--F!"-~-.E,b-~41eIA L EdC 4~-FffL ~-!_FA kCTLL Y .F.D UILDIE F CE" PERME .L ~~PLIC4 TIOL ♦ PropertyOwner:'-HC PKT9fo!~(i1(' PropertyAddress: 10655 W 43enAi1E, KftWT VAVGyFl GO BbO~j~ Phone: Contractor License No.: Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERS7ANDING AND AGREEMENT Buildinv Dept. Valuation Figure: $ I hereby certity fhat the setback disfances proposed by fhis permit application ai accurate, and do not violate applicable ordinances, rules or regulations of the Ciry W heat Ridge or covenants, easements or restrictions of record; that all measuremen shown, and allegations made are accurate; that I have read and agree to abide by: conditions printed on this application and fhat I assume full responsibility 4 compliance with the W heat Ridge Building Code (I.B.C) and all other applicable Whe Ridge Ordinances, for work under this permit. Plans subject to field inspection. (OWNER)(CONTRACTOR): SIGNED Z DATE ~ I (OWNER)(CONTRACTOR):PRINTED DAiE Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ TOt31:$ Use of Space (description): OFFU 0Gfl01d1F ~~XPA~I~.z'bnl Description of work: Sq. Ft. added - 1~72 22°/ s- F. COMMENTS: ApprovaL Zoning: ~ USE ONLY G COMMENTS: I~ Approval: p y J~~!" i F F~St~ W ORKS COMMENTS: Approval: !^Pw1+~nr IRE DEPARTMENT COMMENTS: I Approval: lOccupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: ~~k Company: Company: ` Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with the provisions setforth in your applicatlon and is subject to the laws of the State of Colorado and to fhe Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done fhat will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector riventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifrations shall not be consGued to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official 09l07/2006 09:54 3032352857 PLANNING PAGE 01104 Fax ~"ransmi~al 7500 Wes! 29th Avenue • Wheat Ridge, Colorado $0033 Planning: (303) 235-2846 Building: (303) 235-2855 EngineeNng: (303)235-2861 FAX: (303) 235-2857 Web 5ite: www.ci.wheatridae.co.us DATE (?L7L e, Name: Organization: Fax: Phcne: From: Division: Subject: Planoing`~C ' Building CI Engineering ❑ # of Pages: flncludinq cover paqe) K Comments: Original tc foliow in the mail ❑ Yes ❑ No 091071.2006 09:54 3032352857 PLANNING PAGE 02/04 ~F WHFqT City vf Wheat Ridge _ Pre-Application Transmittal Sheet RA~O Date: 14 Au ust 2006 Now that the rejuired pre-application meeting has been held for the property Ipcated at 10055 W. 43 Drive the next step in the process will be: ED Submi# (and use application ~ Submit building permi# -~MpwTfe7 e!u/bd ❑ Schedule a neighborhood meeting (a neighbarhood meeting must be held prior to submittal) The foiiowing documents are required upon submittal: ER Pre-application transmittai sheet EK Property deecf su0ntr irtro e/29/4' ~ Land use app{ication 5~~a~ ~ Letter pf request ~ Building permit applicatiqn -$W6j. ❑ Praperty owner consent Gem lt ~ Full set of civil drawings -tWe1 ❑ Drainage report ❑ Outline Development Plan ❑ Traffic impact letter ~ Final Development Plan ❑ Traffic study ~~tqm~~ro e~zzl~6 ❑ Final Plat ❑ $oils report ❑ Site Plan ❑ Grading/erosion control plan Survey/LL.C. 5ugm'rlM F-11*c6 ❑ Other: Alf of the listed items must be submitted to constitute a complete applicatian. If any of the i#ems are not included in the submittal, the application wiil be retumed withou# review. ~ Cityof Wheat Ridge Community pevelopment Dapartment 7580 W. 291h Avanue Wheat Ridge, CO 80033 Suilding Division - 303.235.2855 P/anning Oivfsion - 303.235.2848 lnspectionline-303.234.3933 www.ci.wheafridoe.co.us 05/07/2006 09:54 3032352857 PLANNING PAGE 03/04 WWEqr~ • ~d U ~~ii o~oRppo Wheat Ridge Community Development Department PREMAPPLICATIQN MEETING SUMMARY Meeting Date: 10 August 2006 Attending Applicant(s): Jason Loui, Ted Prythero and Bo6 Louden Attending $tafF: Meredith Reckert and Travis Crane Address or Specific Site Location: 70055 W. 43`d Ave. Existing Zoning: Planned Commercial Development (PCp) Applicant/Qwner Preliminary Proposai: The applicant would like to construct a 3,225 square foot additipn tv #he existing building. The addition wauld occur under the already- constructed second floor, and would not displace any parking spaces nor increase any impervious surface_ The additional space will be office space. Will a neighbofiood meeting need to be held prior to application submittal7 No Planning comments: The property has an existing Final Development Plan which has been approved by City Council and recorded with the Jefferson County Clerk and Recorder. The Final Devefapment Plan is a site-specifio development plan which details the extent vf development. The addition was not detailed on the current Final pevelopment Plan. Because the change is minor in nature, a public hearing will not be required. To proceed with this proposal, an amendment tp the Final Development Plan must be processed and ultimately approved by the Community Development Director. The process starts with an official submittal to the Communi#y Development Department. The attached checklist details the submittal requirements. All requir.ed submitted documents will be reviewed and referred to appliCable agencies for review. Any corrections/comments will be sent 6ack to the applicant. After all corrections have been made, and all issues addressed, the Community Development Director can approve the amendment. If the application is approved, a mylar copy of the Final development Plan must be recorded with the Jefferson County Cleric and Recorder. The building permit application can be reviewed cancurrently with the Final Development Plan amendment. An example Final Development Plan and infortnational handout has been included for review, Public Works; None 69/07J2006 09:54 3032352857 PLANNING Other comments: None PAGE 04104 Cc►ntact informatian: Meredith Reckert, Senior Planner - 303.235,2848 ar mreckert0ci.wheatridge.ca us Travis Crane, Planner II - 303.235.2849 ar tcrane(~a.ci.wheatrid4c.co.us David Brossman, Development Review Engineer - 303.235.2864 or dbrossmanOci.wheatridge.co.us City of Wheat Ridge Building Permit Submittal List The following items are required for the commercial or multi-family building permit submittal for the property located at lVo5 olus T 43~~fU . If any of the required items are not included in the submittal,~t~e u al will b?°cOAidered incomplete and returned immediately without review. If you had a pre-application meeting with Staff, you must submit the checklist you received. Otherwise, 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: Four (4) full-sized (24" x 36") plans Contents of plans detailed in the Commercial & Multi-family handout ❑ Two (2) copies of a final drainage report and plan ~ OR Two (2) copies of a drainage letter and plan ❑ Two (2) copies of a grading and erosion control plan gg VWh ❑ Two (2) copies of a traffic impact study *T M"b OR Two (2) copies of a trip generation study DOCUMENTATION: El"' One (1) completed building permit application ❑ One (1) property deed ~Slh{3ry1CW W' rMn Nsf kVPKC41'W) ❑ One (1) certified survey or improvement location certificate {f~ h ❑ Proof of utility availability (form provided by City) NoZ ~'p LD" One (1) building permit submittal list Call the inspection line before 3 p.m. for a next working-day inspection City of Wheat Ridge Community Development Department 7500 W. 29t" Avenue W heat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division -303.235.2846 Inspection Line - 303.234.5933 Fentress Bradburn A R C H I T E C T S L T D. Architecture • Inferiors • Plonning Transmittal • • • • • • • • • • • • • • • • • • • To: Meredith Reckert Company: City of Wheat Ridge Address: 7500 W 29' Ave Wheatddge, CO 80033 Fax Sent Via: Hand Catry 427 Broadway Denver, CO 80203 303.722.5000 Tel 303.722.5080 Fox www. fentressbradburn.com Date: 12 September 2006 Project: M-E Engineers Expansion Project No: 200613.000 # of Pages including Cover: Copies To: X if w/ Encl Name Company EmaiUFax # as applicable Ted Prythero M-E Engineers # of Date Description Copies 4 Full size set of drawings 4 Project Manuals 1 Building Pernvt Application ❑ For your information 0 For Approval ❑ For your use ❑ As Requested M For review & comment ❑ No exceprions taken ❑ Exceptions as noted ❑ Revise & Resubmit ❑ Rejected ❑ For Dis4ibution ❑ Submit item(s) noted ❑ Not Reviewed Comments: Signed:Jason Loui 1Te infomation contained in this transmission is con6dential and private; it is intended only for the use of the individual(s) or entiry(s) ro whom it is addressed. The infomiation may be pmileged Propnetary and exempt from disclosure under applicable Fedeml, Stare or other law. Any recipient of this transmission, other than tM1e intended recipient or the employee or agent responsble for delivery of this transmissian to the intended recipient, is M1ereby notified not ro disclose, distribute, or copy [M1is transmission, or take or refrain trom faking any ac[ion in reliance on tlhis transmission. If this document has been transmitted in erroq please no[ify the sender immediately by telephone or facsimile ro arrange pmmpt return of the transmission or other appropriate acfion. 11/08/06 10:56:49 City of Wheat Ridge Page 1 bp701-15 PERMIT INPORMATION - 063043 ciuote PERMIT INFORMATION: Permi[$: 063093 Permit Cd: Commercial Addition Permit Ot: 10/31/2406 Enpires: 09/29/2007 LAND PARCEL INFORMATION: Zone Cd: Plarmed Comm Oevel. Funct ➢se: Unassigned Subdivision: Unassigned Cont Type: Unassigned Legal: JOB DESCRIPTION: office building eupansion FEES QTY DUE Engin. Review Fee . 00 200. 00 Peimit Fee 352,686. 00 3,133. 79 Plan Review Fee 352,686. 00 2,036. 96 Toeal Valuation 352,686. 00 . 00 Use Tax 352,686. 00 6,348. 35 11,'119.10 AddresS: 10055 43RD AV Parcel Cd: U0031 OWNER: Address: City/St/Zip: DU: 0 Last Zone Dt: annex nt: Lot: PAID: 00 00 ao 00 00 0.00 Biock No: 0 CONTACTS: owner The 43rd Avenue Partnership 3039216655 arch Fentiess Hiadbusn Aichitec[s Jason R. Loui 3032826178 sub CLA Gash Electric 10201 W. 93rd Avenue Wheat Ridge, CO 80033 3034203040 sub CLB Expert Mechanical Services 9020 S. 1USCOn Way Englewood, CO 00112 3039929898 sub CL9 Devvei Heating & A/C, Inc. David Milhan 1900 W. Hamilton P1. She[idan, CO 80110 3038068000 gc CL1 GE Johnson Construction Co. Sames M. ,TOhnson 25 N. Cascade Avenue 4900 Colorado Springs, CO 80903 7194935 PERMIT NOTES: 30/31/06 CREATEO FROM APPL# 06-0165 10/29/06 SS: See fire departmene commenes. 10/02/06 0% - TRC 10/02/06 CR: Ox w/ notes. subject to field inspections. Will drop off elevations later. 09/25/06 DFB: O%. No comments by PW PhmN0tl: pwna /aotipeeEot is responsible for loeating property lines and wnskuMing lmprovements according to the approved plan and tequired development standards. The City is not responsible for inaccurate infoririz'im . . :r. _ ~n~, , . i7ocuments ftYxrt tlte manufseturer shall bE onsite forfiitel r'aof inspection which specify roofing matgrtdls have been instal~e eet 110 MPFI th~.+e~s'ecand wind gu Date: 9/21/06 Reviewer: Sparky Shriver Project Name: M-E Engineers Office Expansion Address: 10055 W 43`a Avenue Consiruction Type: V-B Square Footage: 3,225 Basement: NA Occupancy Classification: B Unit # Building Height: Existing Occupant Load: 32 Sprinkler System: Y Fire Alann System: Y Extinguishing System: N Required Fire Flow: 2,000 gpm Fire Flow at Site: 5,214 We would request that a building permit not be issued until the following items are addressed: 1) Egress illumination including emergency lighting shall be subject to field inspection. Additional units may be required. IFC 03 1006.3. 2) Manually operated flush bolts or surface bolts are not permitted. Relocated exit assembly shall be openable from the inside without the use of key or special knowledge. IFC 03 1008.1.8.4. 3) Construction will require changes to the existing sprinkler and fire alarm systems. A minimum of three (3) sets of plans will need to be submitted for review and comment by the Division of Fire Prevention prior to wark commencing. All work is to be performed by approved licensed contractars. IFC 03 901. 4) A separate permit will need to be obtained from the Arvada Division of Fire Prevention for sprinkler and fire alann alterations. 5) The owner/occupant wili need to verify that sufficient electrical receptacles are provided as extension cords are not permitted, nar shall flexible cords pass through walls, ceilings or doorways. IFC 03 605.5. 6) Circuit directories in electrical panels will need to be updated to reflect current conditions IFC 03 6053.1. 7) Fire extinguishers shall be a 4-A rated 10-1b ABC dry chemical type, fully charged with current inspection tags, mounted not less than 3 feet nor more than 5 feet from the floor to the top of the mounring bracket The required number of extinguishers and mounting information shall be provided prior to final inspection. IFC 03 9063 Amended 8) Any code requirements arising from construction will be addressed. 9) Twenty-four hours notice required for all tests and inspections. Please contact the Division of Fue Prevention at 303-425-0905 X 212 to schedule inspections and tests. IFC 03 105.2.2. Amended. Date: 9/21/06 Project Name: M-E Engineers Office Expansion Address: 10055 W 43ra Avenue Construction Type: V-B Square Footage: 3,225 Basement: NA Occupancy Classification: B Reviewer: Sparky Shriver Unit # Building Height: Existing Occupant Load: 32 Sprinkler System: Y Fire Alarm System: Y Extinguishing System: N Required Fire Flow: 2,000 gpm Fire Flow at Site: 5,214 We would request that a building permit not be issued until the Following items are addressed: 1) Egress illumination including emergency lighting shall be subject to field inspection. Additional units may be required. IFC 03 10063. 2) Manually operated flush bolts or surface bolts are not permitted. Relocated exit assembly shall be openable from the inside without the use of key or special knowledge. IFC 03 10081.8.4. 3) Construction will require changes to the existing sprinkier and fire alann systems. A minimum of three (3) sets of plans will need to be submitted for review and comment by the Division of Fire Prevention prior to work commencing. All work is to be performed by approved licensed contractors. IFC 03 901. 4) A separate permit will need to be obtained from the Arvada Division of Fire Prevention for sprinkler and fire alann alterations. 5) The owner/occupant will need to verify that sufficient electrical receptacles are provided as extension cords are not permitted, nor shail flexible cords pass through walls, ceilings or doorways. IFC 03 605.5. 6) Circuit directories in electrical panels will need to be updated to reflect current conditions IFC 03 6053.1. 7) Fire extinguishers shail be a 4-A rated 10-1b ABC dry chemical type, fully chazged with current inspection tags, mounted not less than 3 feet nor more than 5 feet from the floor to the top of the mounting bracket The required number of extinguishers and mounting information shall be provided prior to final inspection. IFC 03 9063 Amended 8) Any code requirements arising from construction will be addressed. 9) Twenty-four hours notice required for all tests and inspections. Please contact the Division of Fire Prevention at 303-425-0905 X 212 to schedule inspections and tests. IFC 03 105.2.2. Amended. Date: 9/21/06 Reviewer: Sparky Shriver Project Name: M-E Engineers Office Expansion Address: 10055 W 43rd Avenue Construction Type: V-B Square Footage: 3,225 Basement: NA Occupancy Classification: B Unit # Building Height: Existing Occupant Load: 32 Sprinkler System: Y Fire Alarm System: Y Extinguishing System: N Required Fire Flow: 2,000 gpm Fire Flow at Site: 5,214 We would request that a building perxnit not be issued until the Following items aze addressed: 1) Egress illumination including emergency lighting shall be subject to field inspection. Additional units may be required. IFC 03 1006.3. 2) Manually operated flush bolts or surface bolts are not permitted. Relocated exit assembly shall be openable from the inside without the use of key or special laiowledge. IFC 03 1008.1.8.4. 3) Construction will require changes to the existing sprinkler and fire alarm systems. A minimum of three (3) sets of plans will need to be submitted for review and comment by the Division oFFire Prevention prior to work commencing. All wark is to be performed by approved licensed contractors. IFC 03 901. 4) A separate permit will need to be obtained from the Arvada Division of Fire Prevention for sprinkler and fire alann alterations. 5) The owner/occupant will need to verify that sufficient electrical receptacles are provided as extension cords are not permitted, nor shall flexible cords pass through walis, ceilings or doorways. IFC 03 605.5. 6) Circuit directories in electrical panels will need to be updated to reflect current conditions IFC 03 605.3.1. 7) Fire extinguishers shall be a 4-A rated 10-1b ABC dry chemical type, fully charged with current inspection tags, mounted not less than 3 feet nor more than 5 feet from the floor to the top of the mounting bracket The required number of extinguishers and mounting information shall be provided prior to final inspection. IFC 03 9063 Amended 8) Any code requirements arising from conshuction will be addressed. 9) Twenty-four hours notice required for all tests and inspections. Please contact the Division of Fire Prevention at 303-425-0905 X 212 to schedule inspections and tests. IFC 03 105.2.2. Amended. NOV. 2.2006 3;43PM M-E ENGINEERS APPLIC.ATIONF'OR lIffNOR GRADXIVG/FXX.L PERM7T nrrLZCaNrs NanE: AFPLICANT'S ,ADARE85: Cn~s~re.x.-r~oa Cm~ N0, 6846 P. 2 ~ A l_ ~ ADDTIESS OF FILL: 14k-s5 IA1 93~ l~U~~JJe W~tuar~~ cc~0033 AATE OF APPLXCATION: _ 10 3l ~~2 ' [a1( pexmits sha11 6o applied fox thxough the Puhlia P/orks Aepardnent. An approved pe[mit is effecfi've for a period of one (1) year fram daYe of issue and may he renewed„All fees shall be in occordance with those fees esta6lished by the Uniform Building Code or other app[icattle City adopted Aesolutiona or Ordiesnces. NolerrSll public 'unprav¢menfs; when constructed, SkalF be maintained (by the respecfive indfvidual(s) and/ot campany re,s,ponsibte far the conslruction of Ehad publiC antUor privade lmpmvement In the res,pective develvpmrnt) on a daily basds, or as seede~ such that they are free of mud and osher eansbuction debris Yrackrng fram the sbte. Faifure to wrqply with thrs requtremeni wfd[ result in the ¢nforcement of Arircle III, Janecykd Nuisances, Seclion ]5-16 (A) ofthe GYIy of Wheat.Rldge Code of.Laws. MINOIt GRADING E1C VATION ANll FIL1. PERNIITS 1. 1-50 Cubic Yards: Na permit is required fox dumping or excavatian o£ esrlh materials, which do not exc.eed 50 eubic yards, provided, however, that any fill deposited is on natural teczaia of less than tluee (3) horizontal to one (1) vertical slope, or such fill is less thatz tluee (3) feet in depth and is not intended to support pezmanent structures, snd in addiriozt, such 5l] ox excavation does nat obstruct or otherwise advessely affect aqV drainageway. Should uny of th¢ abwe standazds be exceeded, or a draicage way be affected, a permit shall be reguired under the guidelincs for No. 2. 2. 51-500 Cubfe Yarde: Ducnping or excavation of euth maYeriels not exceeding 500 cubic yards may be allowed with a permit approved by The City Engineer. Ail 8pplications aze to be submitted on ihe appropriate compleYed application form and shall be aecompanied by the appropriete fee and &ketcYt plan ipdieating the fallowing infuimation befoxe the permit will be issued. A. Location and dimensions of all property boundaries and struotuzes on the site. B. S,ocatian and extent of areas to he Mled and/or excavated. C. Loestion of existipg and proposed drainagew8ys, ilrigation ditches, etc., and indication of how and where lvstoric ruu•aff will be maintained an and thmugh the site, D. Cross-section erea to be filled and/or excavated indicsdng original slope, new slope and depth of filI. E. Statement that indicates tLe pmposed use or purpose fnr said fill or excav¢tion. F. Relative elevation of adjacent prnperties. G. Brasion coidrol plan showing placement of conhol dev[ces such as klay balas> etc. NOV. 2. 2006 3:43PM M-E ENGINEERS N0, 6846 P. 3 3. 501-10,000 Ghbic Xards: Operations in which esrth matecial fill or excavation acceeds 500 eubic yards, but does not exceed 10,000 cubic yards, may be sllowed by a permit issued by the City Engineer after review of an application and supporting iuformation, The followAng informatiun shell 6e submitted with ffie required application form: A. A sitc pleo, prepazed and signed by a Colorado registexed professional engineer, at a scale of no less th8n 1 mch to tweniy feet (1:20) wlvch illusttates the fo(lowing: B. Location and dimcmions of all property boundaries and structures on the site. C. I.oeetion and extent of nreas to be filled and/oX exeavated. p. Loeation of Pxisting waterways and drainage courses indicating any, changes. (for a site cpmzining an established 'urigation ditch, a letter of approval fmm the appropriate ditch company shall be cequired). B. Location of exisring and proposed poinrs of ingress. F. Location and extcnt of existing vege5ation, proposed changes in such vegetation and methods of rehabilitakion on site vegetation after earthwork opexatlons ate camplete, G. Prosion conlrai ptan. HI. Gzsding plan with existing (dashed linas) and pxqposed (solid lines) ground contours with contour intexvals of 2 feet and spot elevations. L At Ieast two cross sections (east to west and north to south) through the site showing depth of ffll and/or excavafion. 1. A drainsge report may be required if site runoff characteristies are changed. K Relative elevations afadjacenE properties and structures. L. S4atement of purpose of intended fill and/or excavatiozl. 4. Performanee Standatds; The Folloxting provisions shaU apply to all Miuor Grnding, ExCavation and Fill Pernnits: A. Rebab7itation: Within thirty (30) days after cessution of filling and/or excavation, rehabilita6on for the site sball have been completed in accoldanee with the appXOVed plans. Rehabiliitttion shall eansist of ]eveling, gruding, landseapiag or any conthinubon thereof to minimize potenfial erosion snd he acceptable to rha City Enguxeer, B. DeUris: Debris and/oc contaminants shall not he used except with the approvaI oEthe City Engineer. "For the purpose of this Seclion, the ternl debris shall have the same meaning as the terms "garbage, trash or juuk" as defxaed in the Wheat )tidge Code of Laws, 5ection 15-4." In n0 case sha]] debris or contaminaYes identified or classified as hazacdous waste by lotal, stata or federal sgencies be usad as fill in any fill ereas withia the City aF Wheat Tiidge. G Excavation and/or fill azeas shelt be graded to facilitate weed conhol wtxl fiaal grades are set and site rehabilitation and use occur (mnsE be ]eveied with side slopes not to exceed 3 Yo 1). F.U~OIlMSRL577YR4lnIR5&MVRt~4ISUL~G'tdi^6C1fiIIPmnieEOC 2 Rcv7ffi5 NOV, 2.2006 3:43PM M-E ENGINEERS N0.6846 P. 4 5. Perruit Fecs* SD cubic yards or less 51 to 100 cubic yuds IDlto 1000 cubicyards for the fiisC 100 cy $23s0 42366 $37.00 $37.00 plus for cach addidonal 100 cy or fr¢cfionthereof cy X $1750/IOOcy 1001 to 10,000 cubic yazds for the first 1000 cubic yerds $194.50 plus, fot each additiona11000 cy pr 1'ractian thereof cy X$14.50/IK cy +Whest Ridge Code of Laws Secpon 5-76. TOTAI. S Z-3.50 A11 permits shall be applied for prior to fill depnsition or excavatioa operations begin. Any permit applied for after cutting or fli ling opcrations on si4e are in progress shall 6e subject to a double fee and other penalties as prescribed hy Wheat Ridge Code of LaW5, Section 26-1004. Any fill reyuested tulder this permut within the 100 year flood sbne M'UST COMPLI'' WITH Vi'Fi6E1T RIDGE COAE OP LAWS, SFCTION 26-80I, PLQOD PI,AIN ZONING OIZDTNANCE. i HERES1f A.CKNOWLEDCw$ TXIAT THLS APYLIC:ATIUN IB COAREGT AND UNXlERSTAND THAT I CANN01' START TIIXS httd]ECT UN'1'JX. TH15 APPI.ICA',t70N I5 APPitOVED. I SHALL CpMPLY WITH 'f'HE LAW6 Olr THR STATE OF COLORADO AND W17Ti 'fHE ,'GONIIVG REGULA'1'IONS AND SUXLDIIVG COUE OF TH& Ci7'1' OF WHEAT RIX1GE. ANY VIOX.ATION OF TTJM ABOVE TERMS V4ILL CAUSE IMA7EAL1'I'E REVOCA.7'ION OF THIB PEIiMIT ANP COWAENCEMENT OF ENFPItCLMENT pItOCEFDING$ B'Y THE QTY OF WHEAT RIbGC. 7,'ffiS APPROVEA PItRM1T WILL BE IfEPT AV M'Y POSSE5SION QH PERMANE1Vx'L'Y ON THE J08 SCI'E. AFPLICANT; CTTY OF VV1MAT RIDGE: Appli ant's Signature City Engineer l\13 ~OG Owne~r's~Stipna ture~(if different than above) Approval Date J:~FOM15&1HTIHR9lAPP3&P~MM[CS1AfwmQm&nBd:F+IIP~~ 3 Aev7N5 NOV, 2.2006 3;43PM M-E ENGINEERS N0.6846 P, 1 AAT~, A-A) 1. ZWCp TO: COM] M-E Engineers, Inc. Mechanical and Electrical Consulting Engineers FAX TRANSMITTAL: N0. OF PAGF-S (Iucludizxg this cover sheet) FAX NUMBElY 5EN71NCr T0: 3 2 a C~ Z 8/ FRQM: REGARDING: d~L 'I ; M-E ENGINEERS JOB NU.NIBM COMMENTS OR 1NSTRUCTIONS: ❑ URGENT ❑ FOR REVIEW ❑ PER REQUEST ❑ REQLIIRES ACTION A COPY OF TtTTS TXtANSNIITTA.L WQ.L OR WII.,L NOT BE MAIL,TsD. iooss w.as~AVExUe WFiEAT RIDGE, CA7ARAD0 80033 PH: (303) 421-6655 FAX: (303) 421-0331 E-Ms;i: meengiu~nae-engineers.com wtvw.m ct,,eers com DENVER COLORAriO SPRINGS LOS ANGNT"FC VAII, VALLfiY LONDON DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICA'I`ION Date: Applicant: Efmicx,0 Phone # LocationofConstruction: Lb(~i!5 (/Jf~_`~7~ ot~'J" AgE W057~T cc, 00:~~j Purpose of Construction: g' j2Af-~/JbM "ro DP ft LFi ~ii.ui°" Building Perm it Value: Single Family Commercial ~ Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ (for document processing) ~ Single Family Residence Review Fee: $50.00 $ (for review of applicable technical documents) Commercial/Multi-Family Review Fee: uU •(for review of existing technical documen[s) $100.00 $_U v` •(for review of technical documents for constmction in Right-of-Way, Final Drainage Report, and Erosion Contro l Plan) $500.00 $ CDOT Access Permit Fee: $100.00 $ ~ (for document applicaflon and processing) Traffic Impact Study Review Fee: $100.00 $ ~ (for document review and processing) TOTAL REVIEW FEES (due at time of building permit issuance): $20 V PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date elvi- Rm' OW03 '-nry" ieq~~ - n. Cd MEMORANDUM A roved Date TO: Darin Morgan, Chief Building Official FROM: Michael Garcia, Development Review En;ineer tA CC: Greg Knudson, City Engineer Chuck Braden, Engineering Tech. I DATE: December 19, 2000 SUBJECT M-E Erigineering - PW repairs for issuance of C.O. 4 J W~ A site inspection was completed by the Public Works Department on December 19, 2000 at 8:00 a.m. The following items aze to be addressed prior to issuance of a C.O.: . 1. The material that is stockpiled at the southwest corner of the properiy be removed from the right-of-way. 2. The lense to the light pole was broken and will be required to be replaced. 3. There is concrete wallc that has been damaged during construcrion. These secrions ofwalk have been identifiec by the letter "x" in orange paint. The amount ofwalk that is to be removed and replaced is 40 feet. An escrow amount of $1750.00 can be paid to the Public Works Department. An allowable time to complete the repairwork will be determined. 4. The walk on the east side of the entrance will be required to be cleaned. There is material that is on the walk way. Please contact me at 303-235-2868 if you have any questions. cc: File (2) M-E Engineering_repair.mem CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS COST ESTIMATE Project: M-E Engineering Date: December 18, 2000 D • e • AMOUNT Curb & Gutter & walk (W. 43rd Ave.) LF 40 $35 $1,400 asphalt (estimate) Ton 0 $40 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 , 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 0 $0 $0 SUBTOTAL $1,400 Increase for Preliminary Estimate, 25% $350 TOTAL $1,750 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 10181 3/1 /00 Property Owner : Property Address : 10055 W 43RD DR Contractor License No. : 17915 Company : C G Construction Phone: 421-6655 Phone: 421 6434 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy 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 (OWNER)(CONTRACTOR) SIGNED DATE 311 Construction Value : $1,400,000.00 made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsit i ty for coi ipli n e with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe idge on es, r work under this p r~ it. Permit Fee : $7,068.75 Plan Review Fee : $0.00 Use Tax : $21,000.00 Total: $28,068J5 Use : Description : 18,000 sq ft lwo story commercial office/warehouse building BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 18000 Approval : MA Zoning : pCD Approval: DM Approvai : GK Occupancy : Walls Okay Okay See attached PW review sheets. ENGINEERING FEE $550.00 Roof : Stories : Residential Units : Electrical License No : 19333 Company :Gash Electric Expiration Date : 2/28/01 Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of ihe State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of fhe City. (2) This permit shall expire if (A) the work authorized is not commencetl wi[hin sizTy (60) days from issue date or (6) the building auihorized is suspendetl or abandoned for a period of 120 tlays. (3) If this permit expires, a new permit may 6e acquired for a fee of one-half the amoun[ normally required, 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 matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertni[. (4) No work of any manner shall 6e done thatwill change the naturel flow ofwater causin9 a drainage problem. . (5) Contractor shall notify the Builtling Inspedortwenty-four (24) hours in atlvance for all inspeclions and shall receive written approval on inspection card before proceediing with successive phases of thejob. ..(6) The issuancegf.~ permit or the appmval of drawings and specifcations shall not be wnstmetl to be a permit for, nor an approval of, any violation of the provisions of the t;uildcopes or anyg(her ordinance, law, rule or regulation. r)E)`;dARI'MENT, 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 pPPLICATIo N PropertyOwner: 43Q-°/iW . FARni5ls#lp Property Address : jV05,5' (,V_ 43Y4ir,0r,AC- Contractor License No. : Company: ~ Phone : &3 4-V- 66,53- Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are aecurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridgeor covenants, easemen[s or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to a6ide by all conditions printetl on this iance with the Wheat Ridge 8uilding application, and that I assume full responsibility Jr., Cotle (U.B.CJ and all other applicable Wheat Rian s, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE aDo s~F. ~ED Descri ption : /~L % W o,S'E9r y 6`i~'~`rL 7• Construction Value : 14470 , y>pa Permit Fee : jp (~5 , 7 S Use Tax : z7,CrO-U.. tw Total : Use BUILDING DEPARTMENT USE ONLY APProval : Zoning Bu m wi►f" Approval: APProval : L. 2~: 21 I 00 Occupancy : Wail Roof : Stories : License No • ~C~.rj~l Expiration Date : Approval: (1) Thispen Regulati (2) This pen abandan (3) IfMis pe original{ exceetls (4) . No work (5) ConVact proceedi (6) Theissu . . of the bu License No : iyyl m2 Expiration Date : Approval: ~ A 6~ L. ~~:7 VED JAI hi ,..„l~ License Expiration Date : Approval: issued in acmrtlance with the provisions set forth in yopur appliwtion and is subject to the laws of the State of Coloratlo antl to the :.oning i Builtling CoGe of Wheat Ridge. Coloratlo or any other appliwble obinances of the City. II ezpire if (A) the vrork auNOrizetl is nat commenced wiNin siMy (60) days from issue date or (B) the 6uiltling autharized is suspentled or a penotl o(120 days. pires, a new pertnit may be acquired tor a fee of one-half the amount nortnally requiretl, p'ovitletl no changes have been or will be matle in the ntl specifications and any suspension or abantlonmenl has not exceedetl one (t) year. If changes are matle or if suspension or abandonment ) year, full fees shall be paitl far a new pertnit manner shall be done Matwill change the naWral flow ofwater Causing a drainage problem. I no6ry the Building Inspector twenry-faur (24) hours in atlvance for all inspections and shall receive written appmval on inspectian nrd before i su ive phases of the job. f mi or the approval of tl2wings antl specifiwtions shall not be cansWed to be a pefmit for, nor an approval of, any violation of the provisions e~~r oMinance, law, rule or regula6on. . ~ '"a:.~..:. ~ . . . Residential and Cnmmercial Plan Review Plan Review Correction List Preject New 2-Story Office Bulidng AMess: 10055 W. W Avm, Wheat RW Iobrado Date Jamry 10. 2000 Yakation: 81100,0110.00 P/C fe 54584.n x 1. Submit a copy of the soils report for review. ) 2. Due to the fixture count of the building a 1° water meter with a 1-1/4" service line is required, verify with the Fire District regarding tapping off fire line for domestic water service. UPC Tables 6-3, 6-4 3. Changing rooms 106, 107 are required to be handicap accessible, submit for review. 4. A minimum of four handicapped parking stalls with one being °van-accessible" will be required due to the number of parking stalls. 5. Provide an "area of rescue assistance" for second floor due to required exits. UBC Chapter 11 6. Provide roof drain and overflow drain elevations on roof plan to assure overflow drains are not more than 2 inches above roof drain. UBC Sec. 1506. 7. Change applicable code edition on sheet S1.0 to 1997 edition. 8. Submit special inspector certification documentation for weld and concrete inspections to the building department for review. UBC chapter 17. 9. Submit elevator information to DRCOG elevator program for review and approval. 10. Submit horn / strobe location information on electrical plans for review. Plans are NOT Approved, re-submittal required. Re-submittals will be have a plan review fee of $50.00 per hour. Additional plan review fees will be paid when permit is issued. 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 The Ciry of WHEqT~ ~O GWheat ~ ~ m GRidge cOZ ORAO-O LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE 2 2 0o ADDRESS t 6055 43d J\JG• Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s)of the public improvements at this address. If o have any questions, please contact me at 235-2868 Si erely, / 'L Gre Kntidson, M.P.A. Development Review Engineer cc: File (303) 234-5900 • ADMINISTRATION FAX: 234•5924 • POIICE DEPARTMENT FAX: 235-2949 PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date Z 2 Do Applicant 43~_LG P{-ZI.Phone # 3P3 ~q2 1 - b65~ Location of Construction 100~ 4v Av . , ~ ~ Purpose of Construction (Ja Building Permit Val6'e~ 40~ OC90. Single Family _ Commercial _X Multi-Family DEVELOPMENT REVIEW FEES o~ Development Review Processing Fee: $50.00 $ S O•~ (for document processing) Single Family Residential Review Fee: $25.00 $ - 6- (for review of applicable technical documents ) Commercial/Multi-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for o0 construction in right-of-way, final drainage report and erosion control plan). $ 500.- Subdivision Improvement Agreement Fee: $125.00 $ - ~ ` (for document processing and recording) Development Covenant Fee: $125.00 $ - ~ - (for document processing and recording) CDOT Access Permit Fee: $100.00 $ - ~ - (for document application and processing) Traffic impact Study Review Fee: $100.00 $ - 95 (for document Yeview and processing) Flood Plain Variance Review Fee: Class I=$100.00 Class II =$150.00 $ ~ o- (for document review and processing) p0 TOTAL REVIEW FEES: (due at time of building permit issuance) $ SS 0. 2 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date ( ~U oe r DEPARTMENT OF PUBLIC WORKS , BU/LD/NG PERMIT APPLICATION REVIEW 0 RP00 Date: 2 Z D fl Location: t OoSS 43`=~ -~V on.:~C_ Attention: Building Department I have reviewed the attached materials submitted in application for approval of a~~_ at the above referenced address. Please note the summary comments below. 1. 11~ Boundary Closure: -2< OK Not OK; refer to stipulations. 2. Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot drainage/grading to be reviewed by Building Division d. Site drainage/grading provisions have been reviewed and are: X OK Not OK; refer to stipulations. 3. NPDES Pernut Required: _ Yes ~ No 4. Public Improvements: a. street paving needed: Yes X No b. curb and gutter needed: Yes 1C No c. sidewalk needed: Yes ~C No d. street lights needed: Yes X No e. storm sewer needed: Yes ~ No f. letter of credit required : Yes )c No If a letter of credit is required, for what improvem ents? Amount of letter of credit: 5. Subdivision Improvement Agreement required: Yes k No 6. ~ Development Covenant required: Yes - 5c No If Yes, for 7. ~ Traffic impact analysis and report required: Yes X No 8. ~ State Highway Access Permit needed: Yes ,N-, No 9. New roadway or alley R.O.W. dedication recommended: Yes - Z4 No If yes, what is recommended? 10 _ All e' 'ng dedicated roadways/alleys meet the standards of the City:_ Yes ' No Ifn , w ch do not and what is requested: • - 11. A VAL: Th ublic Wor s Department has reviewed this request and hereby gives its app o al, subject o the above nd/or attached stipulations. 2lZg /O° Sign ture Greg Knudson Date 12. _ NOAPPR VAL: ThePublic Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Greg Knudson Date ~ 13. ~ Stipulations attached: _ Yes ~ No 14. ~ Summary Comments: A nu~ -in ~ A G wl 2 G. S~pN ~Ta~ra c G~.~~i ca}~~n rc,~m.d~ ~r\U ko ~..0. ~55~ cea The Ciry of 7500 WEST 29TH AVENUE • WHEATRIDGE,COLORAD080215 GWheat GRidge APPLICATION FOR MINOR DUMPING/LANDFILL PERMIT NAME OF APPLICANT: I F:ic:) ~ ADDRESS OF FILL: l oOL5C5 ~Aa VS, APPLICANT'S ADDRESS: DATE OF APPLICATION: ~ i~~ Z~CO All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from the date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Nofe: All public improvements, when constructed, shall be maintained (by the respective individual(s) and/or company responsibie for the construction of that pubiic and/or private improvement in the respective development) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article II, Specified Nuisances, Section 15-21 (3) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND F1LL PERMITS 1. 1-50 cubic yards: No permit is required for dumping or excavation of earth materials, which do not exceed fifty (50) cubic yards, provided, however, that any fill deposited is on naturai terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fili or excavation does not obstruct or othernrise adversely affect any drainage way. Shouid any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 cubic yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate compieted application form and shali be accompanied by the appropriate fee and sketch pian indicating the following information before the permit will be issued. A. Location and dimensions of ail property boundaries and structures on the site. B. Location and extent of areas to be filied and/or excavated. C. Location of existing and proposed drainage ways, irrigation ditches, etc., and indication of how and where historic runoff will be maintained on and throughout the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of filL Page 1 of 3 . \ ~ (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash, orjunk" as defined in the City of Wheat Ridge Code of Laws, Section 20-21." In no case shall debris or contaminates identified or classified as hazardous waste by local, state, or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 5. Permit Fees` 50 cubic yards or less 51 to 100 cubic yards 101 to 1000 cubic yards (CY) for the first 100 CY plus each additional 100 CY or fraction thereof 1001 to 10,000 cubic yards (CY) for the first 1000 CY plus for each additional 1000 CY or fraction thereof 10,000 cubic yards and over 'City of Wheat Ridge Code of Laws Section 5-76. $10.00 $15.00 $15.00 $ 5.00 x $60.00 $ 4.45 ;C-Z °o ~ $100.00 0 0~, aS3 c-y ~ All permits shall be applied for prior to the start of fili deposition or excavation operations. Any permit ~ applied for after cutting or flling operations on site are in progress shall be subject to a double fee and~~ other penalties as prescribed by the City of Wheat Ridge Code of Laws, Appendix A, Section 24.6. 6. Any fiil requested under this permit within the 100 year flood zone MUST COMPLY WITH THE CITY OF WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE•. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND I UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLIC D : ApOlicanYs Signat e Owner's Signature (if different than above) CIN OF HEAT 7IDAE: -Z---- ~ 2 aa Approval Date Page 3 of 3 Arvada Fire Protection District Organizational Excellence In Fire, Rescue, and Disaster Services. Wheatridge Building Department 1/12/00 7500 W 29`" Ave Wheatridge, Colorado 80033 RE: M-E Engineers Inc. 10055 W 43rd Ave. The following are our plan review comments; 1) The building sddress numbers shall be posted on a temporary basis and shall be permanently affixed to xhe building in a mini*num of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2) Water lines and fire hydrants shall be installed and operational, and capable of supplying the required f re flow for the site prior to above grade construction. UFC 97 9013, 903.2, Amended. 3) A fire hydrant shall be located within 150 feet of a fire department connection serving a sprinkler system UFC 97 903.2 Amended. 4) A minimum of 3 feet clear space shall be maintained azound the circumference of fire protection equipment. UFC 97 1001.7.1: , 5) Trash enclosures including doors shall be of noncombustible construction. UFC 97 1103.2.2 Amended. 6) A one hour occupancy separation is required between Group B Occupancies and Group S-3 Occupancies. UFC 97 Appendix VI E Table 3-B. 7) The main exit doors in Group B Occupancies provided with a double cylinder key lock shall be provided with a sign stating "THIS DOOR IS TO REMAIN tINLOCKED DIJRING BUSINESS HOURS. IF FOi1ND LOCKED, CALL THE FIRE DEPT." UFC 97 12073 Amended. 8) All other exit doors in Group B Occupancies shall be openable from the inside without the use of a key or special knowledge. UFC 97 12073 9) Exit signs shall be subject to field inspection, additional exit signs may be required. UFC 97 1212.2 6503 Simms Street • Arvada, Colorado 80001-0060 •(303) 424-3012 • Fax (303) 432-7995 . 10) Emergency lighting battery packs shall be placed on the normal branch circuit lighting for the azea served and shall be subject to field inspection. Additional unit may be required. UFC 97 1211.1. NEC 96 Article 700. 11) Submit a minimum of (3) sets of sprinkler plans and hydraulic calculations far approval prior to the installation ofthe sprinkler system. All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 97 10013 12) Fire department hose connections serving a sprinkler system shall be located a m;nimum of 36 inches and a maximum of 48 inches above finished grade. UFC 97 1003.11 Amended. 13) The location ofthe fire department connection is to be approved by the Fire Marshal. UFC 97 10031.1 14) Sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, or remote station at a constantly attended station. UFC 97 10030301 15) Valve monitoring and water flow alazm and trouble signals shall be distinctly different and shall be automatically transmitted to a central, remote or proprietary monitoring station. UFC 97 1003.3.1 16) A buflding containing a fire alazm system and having required duct detectors shall haue the duct detection tied into the fire alarm system on a separate zone. UFC 97 10073.4.1 17) A satisfactory test of the entire system shall be made in the presence of the Fire Mazshal. All system functions shall be tested. UFC 97 10073.4.2 18) Elevators shall be installed in accordance with Chapter 30 ofthe Building Code. 19) When the elevator vertical distance is 25 feet or more each associated elevator entrances azea and associated machine room shall be provided with an approved, listed smoke . detector for elevator recall purposes only. The detector may serve to close the elevator lobby door and additional doors at the Holloway opening allowed in section 3006 UBC 97 3003.2 20) Two-way communications shall be provided between the elevator caz and an emergency - service which operates 24 hours a day. UBC 97 3003.6 ir;:.. " 21) ExcepY at the main entrance level, an approved pictorial sign of a standardized design shall be posted adjacent to each elevator call station wluch will indicate that "IN CASE OF FIRE DO NOT USE ELEVATOR, USE EXIT STAIRWAYS." UBC 97 3003.6 ; 22) Please ]abel elevator control room for fire department emergency. 23) Provide elevator fire service override key and emergency door key for the fire department. 24) Fire extinguishers shall be a 4-A rated 10-1b ABC dry chemical type. The required number of units and mounting information shall be provided prior to final inspection. ITFC 97 1002.1 Amended 25) A key box shall be provided on all buildings containixig a sprinkler system required by this code and shall contain all keys necessary go gain access. Forms aze provided by the Arvada Fire Marshals Office. UFC 97 902.4 Amended 26) Carpeting sha11 be a minimum of Class II Critical Radiant Flux. Documentation shall be provided prior to installation. IJFC 97 Appendix IV-A 27) Any code requirements arising from conshuction. 28) Twenty-four hours notice required for all tests and inspections Sincere , Kent "Spazky" Shriver Fire Marshal Arvada Fire Protection District 1-2E-00; 3:08PM;FENTRESS BRADBURN ;303 722 5080 tt 1/ 1~ Fentress Bradburn A R C H I T E C T S L T D. Architecfure • Inferiors • Planning 28 f'dIIU2L'Y> 2000 421 Broadway Denver, CO 80203 303.722.5000 Tel 303.722.5080 Fox slud i o@fentressbrad6 um.<om www _fentressbmdbvr n.com Mr. Darin Morgan City of R'heat Ridge Codes Adminisirator , Chief Building Official 7500 West 29 Avenue Wheat Ridge, Colorado 80215 Re: M-E Engineers Office Building Plan Review Notice Project 199922.000 Deaz Darin: The following is in response to the Plan Review Notices for M-E Engineers Office Building at 10055 West 43'd Avenue. The comment numbers in our response refer to the comment number in the Plan Review Notices. Comment Res onse Mike Stoeffer - Plan Review Cortection List dated 01/10l00 1 Agreed. A copy of the soils report is included with this response. 2 Agreed. The water line has been modified per your comments. 3 Ageed. The changing rooms aze unisex so we will change one of the changing rooms to have a handicap accessible shower installed. Attached is a cut sheet on the shower unit and a sketch SKA-012 of the revised room. 4 Agreed. The Site Plan has been modified to show four handicapped stalls wrth one being "van accessible. Re: SKA-013. 5 Disagree. Per phone conversation dated 1/26/00 the Wheat Ridge Building Department has waived the requirement for an "azea of rescue assistance". 6 Agreed The overIlow drains aze intended to be 2" higher than the mof drains. Elevarions will be added to the construction documents calling this out. 7 Agreed. The building was designed to the '97 code and the structural sheet S 1.0 will be revised to show the applicable code to be "1997 edition of the UBC". 8 Agreed. Copies of the inspection reports will be sent to the Building Departinent by the testing agency. 9 Agreed. A set of drawings and specification will be submitted to the Building Departinent for them to forward to DRCOG for review. 10 Agreed. A copy of the hom and strobe shop drawings will be submitted to the Building Departinent for review when they are submitted to the Fire Departinent for their review of the Sre alarm system during conshuction. RECEIVED TIME JRN.28. 3:11PM PRINT TIME SRN.28. 3:19PM 1-23-00; 3:08PM;FENTRESS BRADBUFN Mr. Darin Morgan City of Wheat Ridge 28 January, 2000 Page 2 ;303 722 5080 x 2/ 11 Arvada Fire Protection District review comments dated 01/12/00. 1 Agreed. 'I"he building monument sign will have the street address for the building. 2 Agreed. We have passed this information on to the General Contractor for the Project. 3 Agreed. A fire hydrant has been added to the property about 10-feet east of the west property line. See attached sketch. 4 Agreed. A 3-foot cleaz space will be pmvided azound the new hydrant. 5 Agreed. Doors have been added to the trash enclosure and they will be noncombustible. 6 Agreed. A one-hour sepazation is provided between the pazldng azea below the building and the enclosed space above it. 7 Agreed. The main exit door (door 100) has a panic device on it so that it will always open from the inside. The hardwaze specified for the level two exit to the north exterior stair (dooi219) is always unlocked from the interior. 8 Ageed. The hardwaze specified for the other exterior doors (doois lOSB & 110) is always unlocked firom the interior. 9 Agreed. Final location and number of exit signs is subject to field inspection. 10 Ageed. Final location and number of emergency lights is subject to field inspection. 11 Agreed. Three (3) sets of sprinkler plans and hydraulic calculations will be submitted for review prior to installation. A State of Colorado licensed conftactor will perform all work. 12 Agreed. Mounting height for the fire department hose connection has been noted on the documents and will be between 36" and 48" above finish gade. 13 Agreed. The fire department hose connection is show on the documeats. It is located along the south wall of the building with in 150 feet of the new fire hydrant 14 Agreed. The sprinkler system will be supervised by an approved cenlrat, remote or proprietary, constantly attended, monitoring station 15 Agreed. Valve monitoring, water flow and trouble signais shall be distinctly different and shall be automatically transmitted to a central, remote or proprietary monitoring starion. 16 Agreed. The duct detection system shall be ried into the fire alazm system on a sepazate zone. 17 Agreed: A satisfactory test of the fire alarm system shall be performed in the presence of the Fire Mazshal2 18 Agreed. Elevator shall be installed in accordance with Chapter 30 of the Building Code. RECEIVED TIME JAN.28. 3:11PM PRINT TIME SRN.28. 3:19PM 1-?3-00; 3:08PM;FENTRESS BRADBURN Mr. Darin Morgan City of Wheat Ridge 28 7anuary, 2000 Page 3 ;303 722 5080 i 3/ 11 19 Not Applicable. Elevator travel is 12'-6" which is less than 25'-0" so this requirement does not apply. 20 Agreed. The elevator cab is specified to have a telephone and that phone will be coimected to a service that operates 24 hours a day. The code reference should read UBS 3003.4.10. 21 Agreed. The required siga will be provided. 22 Agreed. A sign will be added to the elevator machine room to identify it as such. 23 Agreed. Elevator fire service key and emergency door key will be pmvided in the building laiox box_ 24 Agreed. Exact number and location of fire extinguishers will be determined in the field by the Fire Mazshall. 25 Agreed. Building will be provided with a lmox box. 26 Agreed. Specified carpet is Class I, wluch meets or exceeds the requirements for all azeas of this building. Documentation from the manufacturer will be provided during the product submittal phase of construcrion. 27 Agreed. We will modify our project to comply with any code requirement that arises during construction. 28 Agreed. The Conhactor will pmvide twenty-four hour notice for all tests and inspections. We appreciate your review of our documents and the opportunity to respond. We hope that this response resolves all of the outstanding items. If you have any questions please do not hesitate to contact us. Sincerely, Feects Ltd. Bob Louden Encl.: Arch itectural Plan Review Correction List dated 1/10/00 Arvada Fire Pratection District Plan Review Comments dated 1/12/00 Soils Report dated 12/21/99 Set of drawings for the elevator review SKA-012 SKA-013 c: Ted Prythero, M-E Engineers 3E34'-11-0 33 i Darrell Moody GG Construction 3o3 RECEIVED TIME SRN.28. 3:11PM PRINT TIME JRN.28. 3:19PM 1-23-00: 3:08PM;FENTRE55 BRADEURN > A . , - / /..,c G~.~~"~• a .w~ a. :303 722 seec nmfffw - =Cdu'edDBIYd #1Pl4.Thu1ft69WM Resldentisl aad C,mmercial Pia, Sevlew Plan Revmw Cwrection list P1'66jeCt NBYY 2411ry 9(fo Mft Adess: 111111111 W. 43`+Avenne. Wdest Rift 6oNrft 9ete . inrYit Y001 Y~Btl~ SU100.800.81 P/C fe1: 5o" - 1. Submit a copy of the soils report for review. 2. Due to the fucture count of the building a 10 water meter with a 1-1/4' service line is required, verify with the Fire District regarding tapping off fire Iine for domestic water service. UPC Tables 6-3, 6-4 3. Chenging rooms 106, 107 are required to be handicap accessible, submiF for review. 4.. A minimum of four handicapped parking stalis with one being 'van-accessible' wiil be required due to the number of parking stalls. 5. Provide an 'area of rescue assistance' for. second floor due to required exdts. UBC Chapter 11 6. Provide roof drain and overflow drain elevations on roof plan to assure overfiow drains are not more than 2 inches above roof drain. UBC Sec: 1506. 7. Change applicable code edifion on sheet S1.0 to 1997 edfion. 8. 5ubmit special inspedor certifira6on documentation for weld and concreta inspections to the bailding department for revievr. UBC chapter 17.. 9. Submit elevator, information to DRCOG elevator program for review and approval.' 10. $ubmit hom / sVobe location information on electrical plans Eor review.. Pfans are NOT Aaaroved, re-submittal reaulred. Re-submittals will be have a plan review fee of $50.00 per hour. Additional - plan review fees will be paid when permit is issued. RECEIVED TIME JRN.28. 3:11PM PRINT TIME JRN.28. 3:18PM 1-28-00; 3:08PM;FENTRESS ER?.DHUFN ;303 722 5080 x 5/ it ; Arvada Fire Protection District Organizational Excellence In Fire, Rescue, and Disaster Services. VJheatridge Building DePartmern 7500 W 29i6 Ave Wheatridge, Colorado 80033 1/12I00 2) Water lmes and 5re fiydraats s~haII.~'ie mstalted and~oPeret►onal, and s~pable of suPP~ the required fire flow for the srte prior to above giade;ca~struciioa UFC 97 9013, 903.2, Amended: ~•:I " ' > ' % nSs.. . ' . r z . ..s.^ Y '.:'h . 3) A Ere hydrant shall belocated witbm 150 ~ of a Sre.depmtmeuE connection serving a sprinklec system-. UFC 91903.2 Amend'ed. 4) A minimum of 3 feec cleac space shall ,be~/"r~amtamed arotmd the csc~e of Sre protection equipment. TJF697 100t~I:lz $ 5) Trash enclosures mcludmg doois shahe'ofrioncombusnble construction UFC 97 1103.2.2 Ameaded. A one hour oecupancy separahon is requued Tietween Group B Occupancies and Group S-3 Occapancies. UFC 97 Appead'ni. VI E: Tab1e:3-B. 7) The main eadt doors in Croup B Occupaucies provided with a donble cyl'mder key lock shall be provided with a sign stating "TfIIS DOOR LS TO REMAIN UNLOCRED DURINO BUSINESS HOURS. IF FOUND LOCKED, CALL TFIE FII2E DEPT." UFC - 971207.3 Amended. 8) All otha exit dorns m Gtonp B Occugancies shaD be openable &om tle roside without the use of a key or special lmowledge. UFC 971207.3 9) Exrt sigac s6aIl be subject to field 'mspection, addi6onal exit signs may be requfred. UFC 971212.2 6503 Simms Street • Arvada, Coiorado 80001-0060 0 (303) 424-3012 • Fax (303) 432-7995 RECEIVED TIME SAN.28. 3:11PM PRINT TIME JRN.28. 3:18PM ~ 1-28-00: 3:08PM;FENTRESS BFAD6URN ;303 722 5080 # 6/ ii 10) EmerSencY lightinS batterP Packs shaIl be placed on the mrmal branch cucurt lighting for the area served and shaIl be subject ia field 'mspection Addrtional unrt may be requaed. UFC 97 1211.1. NEC 96 Article 700. 11} Submit a minimum of (3) sets of sprinkler plans and hydraulic calculations for approval prior to the installation of the sprinkler system. AIl work is to be performed by a State of Colorado licensed sprrokler contractor• UFC 9710013 12) Fire departmern hose connections serving a sprmkter syscem shall be located a mbimum of 36 inches and a ma)Cimum of 48 mches above finished grade. UFC 971003.1.1 Amended. 13) The location of the fire department connection is w be approved by t}►e Fae MarshaL UFC 97 1003.1.1 14) ` SPrinkler systcros over 100 heads shall be supervised bp an apptoved cemral, ProPnetazY, or remote station at a constantly attended staiion ITFC 9710030301 15) Vatve momtoring and water flow alarm and trouble signals shall be distinctly dff'erent and shall be automarically +*ansmi+ed to a central, remote or proprietary monrtoring station. UFC 971003.3.1 16) A bwld'mg containwg a fire alarm sYstem and having required duct detectors shall have the duct detectioa tied "mto the 5re alarm system on a separate zone. UFC 97 10073.4.1 17) A satisfactory test of the ernae system sball be made in the presence of the Fae Maisbal. p,n syscem fimctions shall be tested. UFC 97 10073.4.2 18) Elevators sball Ue installed in accordance with ChaPter 30 of the Bwlding Code. 19) Wlen the elevator vertical distance is 25 feet or more each associatcd elevator emrances azea aad associated machroe room shall be provided with aa approved, listed smoke detector for elevator recall purposes only. 1be detector may serve to close the elevator lobby door and addrtional doors at the Holloway opeaing allowed 'm section 3006 UBC 97 3003.2 20) Two-way commimications shall be provided between the elevator caz aad an emcrgency service wlrich operates 24 hours a day. UBC 97 3003.6 21) Except at the main entrance level, an approved pictorial sign of a standazdized design shall be posted adjxent to each elevator call sFation wlrich wffl indicate that "IN CASE OF FIItE DO NOT USE II.EVATOR, USE EXIT STAIIiWAYS." UBC 97 3003.6 22) please Iahel elevator couftol room for fae depmtment emergency. RECEIVED TIME JRN.28. 3:11PM PRINT TIME JRN.28. 3:18PM 1-Gb-UU) B:p6VM;FENTRE55 BRAL'6URN ;303 722 5080 ~ 7/ 23) Provide elevator fire service override key and emergency door key for the Sre department 24) Fae extinguishels shall be a 4A mted 10-Ib ABC dry chemical type_ The requaed number of imrts and mouating mfocmation shall be provided psior to final inspection. UFC 97 1002.1 Amended 25) A key box shall be provided on all bu7d'mgs cornaining a sprmkler system required by this code and shall contain all keys necessary go gain acces§. Forms are provided by the Arvada Fire Marsbals Offwe. IIFC 97 902.4 Amended 26) Cazpeting shaIl be a'mwin-dim of Class II Critical Radiant FlwL Documentation suall be pmvided prior to mstallation UFC 97 Append'nt IV-A 27) Any code requsements arismg from consuuctioa 28) : Twenty-four hows notice requaed fior all tests and 'mspections Kent "Sparkyr' Shriver Fae Marshal Arvada Fue Protection District RECEIUED TIME .TAN.28, 3:11PM PRINT TIME JRN.28. 3:18PM R , ~ 4~-.p ~ 60 6'-0" CHANGING 106 ~-36" X 36" SHOWER H.C. CHANGING 107 CLEAR FLOOR SPACE TURNING DIAMETER SPACE M.E. Exi ineers DmwingTitle: O Dt t OO No-At. 1. 0 Mf kNAI[FS OL' FENrRE$5 BRADBURN ARCHITECIS L70. ARCHRECNRE, IN7ER10R5, PIANWNG P°I=t No. 199922.000 Scalr. , L~ G7 Slalefi No. _ ~ 421 Broodway Demer, Colomdo 80203 F1eNo. RevisionDau: S'KA- od a s~w.r.n,.~.mumnou ~""d1ptlp°°~FQ 303.7225000 303J223080 FA% Date~ 27ce issued Ta: . . I RECEIVED TIME 7pN.28. 3:11PM PRINT TIME JAN.28. 3:18PM SPECIFlCATIONS 6esa~al 7he du6/shower moduk shaA be manufadured by Cwne Plumbimg/Fat produds artd shall 6e ihermofomved from conh^uc'n wv acrylic imo a with one p'rece seamlas und. The f^r~indatd ifa nforced a 6acksi ide fire ~rtfing oF fibefglass reinFarced pdYesie °A' atd game spread oF 25: AIl uni6 sltalI haveanti-skid floor heaimeni to meM performante re9uire- menR oF ASTM F462_ . Tha transFer ond roll-in shower modules hrne o malded in badc / head support area (or seaiing eomforL The soap and shompoo shdvas are of a useobk size and'ore lacared wilhm eory readi tmm a seat or s1anding posifien. The 60" arrcJ 75° tub modules hove a mdded io map and S}wmpoo shdves locafed in ihe 6adc wdl und widdn easy reach kom the tub or seaW Posifion. The tu6/ shower moduks d+oll6e pro-drilled for a wlve and a hand held si+ower fiead when facrory sWP(irs componenls. 7{e tuy / sRower medules skwll confwm b AN51 A-117.1 atd AM51 Z- 124.2: ihe moduks shall dso complywith 6e guiddim A• U.S. Archikduml and Transparlalion Bartiers Comoiam Board (p & T.B.C9.). U.P.C, cmd wid+ moat dy, state, and naliorwl standards for bartier free, acwssibk shower fadlities for ihe hrndicapped. Bnss YeH A. Fac1o7 irMalled compona+R: 1. rrab so.l lsee d,artl 2. Gurlain Rod - t° ftiaks sleel rod. haoks. 3, Shower Curtain - 70oz G.SA approved wiih artain 4. Drain - Y cazF btass with chrome plakd shoiner. IShowers only) - - . - , . V.._:..-t, OpHeed iqatpmse! flexiWe siainless 1. Haml hekl shower, H•11 widh svivel filling. 69' sted hwa, mxl imlhre vaaun breaker. 2 Slide guide. H-12 24' sl'ide giiule (For hanc!-hdd shower ahach' ment) - 3. Dome Lighf. ATP'1. 50 Walf, mtessed, round shawer IigM. 4. Valva: Modal MTSH-3195 and ADA•7532T/5.185-M, Presem balonted, sin9le dia) lever moang vdve wiih intagral cher]c stops, tub drrerier end filu. Or T 167AA. Thermostat conholled, single lerer moorg vdve with chxk dops, fu6 dverter and filler. Models ADA-36365. ADA-6030G. ADk-60365: 780•AA Preuure belanced, singla laYer mibng wlva vnth stoPs. Or T-162AA, 7lxrmostotieally contraNed, single lever mixing valve with siops. Vahre loeolion: ADA•6036G has an opfional vaive localion oF eitlier side waN. °PPm;le eF sealwaN. . 5. Padded Seau. Seat Balh and edditi«wl Grab 8ars are priced on npoieatian rnd must 6e Fauory installed. Coim yyhiDe sMndartJ. pIh¢r slaidard caylic colors wailable on request. M addilianol mst applies. Nore If is required that the unit 6e leveled a+d sd n"'°d°r Wi""^'"8 u necessury. Fnr more in(ormafion ar[A spe 'aficafions call your Crane Mum6in9 mprevmlatrve. (D i ADA-6ai6 S MedOk ~ MTSH-3195. RH or W(60 3/4" x 32' nrominal, oukide) qpA•36365. RHor IH l4Y x 39 1/4' nominal, oulsidel . ADA-6030.5/G. RH or LH (68 3/4' x 331/4° nominal, ounide) . . ADA-60365/G. RH or lH (68 3/4° x 361/2' nominal, ouhide) ~ ADA-60365/G. RH or W (68 3/4" x 36 1/20 rromirwl, ouhide) ADA-7532 T/5. RH or LH (83 3/4' x 32 7/2' nominal, outside) S. Seo1 and Grab Bars Cp Grob Bars, No Sed , yjd No. tiomind OutrideDlrtu. IYomkxd Imideb'i Nan:nal Reugh+n0imi Gm68an1•1/YOD.SS Seoi ! ~ ADA•36365 dd•x391/4' 36'a36' 41/j'x391/2' 7•153/4'x303/Cw'apaomdhwimNd SSStmd.kdudad ADA-60305 683/4's331/C - 60'x3Q' 691/4x331/7 1•251/d'a331/d•vrtvpeiwndhorimnlel 5-35mnd.6~dudrd pDp4030G13N1 6891!•x337/C 60'x30' 691/a•x337/20 1.277/Yx581/7 x91/2'fu1wrapmandhaia WA AphEW65 6831d•s367/2" 60'x36' . 69114- s363/4' 2-41'he6rmld 5-A SterA Indu" ADA-60360 683/d'z367/2' 60'z76' 691/4x363/4' 2-28'haimbel N/A 1-427/2'6wbzr,W MTSH-3795 E031Cx32' S4':3V 671/4z321/2, 2.90'hebx" u+51o^d.4duded . 1-20'LorimNal 1-12, h Z•16" wnrcd ADA-7532T/S 8331Cz32T/Y 7Ss37 837/Mx33' 2-30'Iwmmntd . ti"-j 1•45' horimmol ,ooa-7sn r/s 1-28-00; 3:08PM;FEN7RESS BRADBURN ;303 722 5080 -I----i--J 11 J I I I II ~ 24'-0" ~s~-o° U II a H II . _ANDSCAPI G W N ' N J 104 m LIGHT POIE ~ I v ~ ~ _ CASPHALT cn ~I~ • PAVING 0 ~ ~ I I N I c~ °i I I : NC ETE :I EW K II ~ Z Il ~ I I II ~ II ~ II ~ CLANDSCAPING F F • ~LANDSC~pING # 11/ 11 M.E. En ' eers Ihaw'v+gTiHe: . . lsso nf►ewm G.AYvtlr DrzwingNo. AI.i.a ~E0~m I ~ FFNTRESSBRADBURNARCHIiECTSITD. ARCHITECTURE, INTERIORS, PIANNING ProjectNo. 199922.000 Seale:l' ~~y'~ l SkeuhNo. I ~ 421 0madway Demer, Cobrado 80203 FileNo. RevisonDam: SKA_ 303J22-5000 303-7223080 FA7( Dau: 1 ~ [ssued To: RECEIVED TIME JRN.28. 3:11PM PRINT TIME JAN.28. 3:18PM ~~~y c>-~ ~"Elk<-at F;ziclg,e : F tu3t ~ 7500 West 29th Avenue Planning: Pnrks & Recreation: Public Works; Fnx: • Wheat Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 DATE "aOCXj Name: L-2 -->GI Organization: ~i1 Fax: -O ~3 7--) ! Phone: From: :If) Dept: Plnnning (g:) Parks & Recreation ❑ Public Works ❑ subject: # of Pnges: (Including cover paqe) ~J Comments; Original to follow in the mail ❑ Yes ❑ No The Ciry of 7500 WEST 29TH AVENUE WHEAT RIDGE, COLORADO 80215 GWheat 9R.idge February 20, 2000 Darin Morgan Wheat Ridge Building Department 7500 W. 29u Avenue Wheat Ridge, CO 80033 Re: Elevator Plan Review-M E Engineers Office Building Dazin, The elevator plan review for 10055 W. 43rd was completed on February 20, 2000. Listed below aze the items that must be corrected. Drawing A2.I.Ol • Door 114 to open outward. ASME A17.1 Rule 1013a • Hazdware for poor 114 shall be self-closing, self-locking with a spring type lock arranged to permit opening from the inside without a key. ASME A171 Rule 1013d(1)(b),(c) • Elevator machine room and door to be 1-hour rated. ASME A17.1 Ru1e 1011a(2) • Provide fire extinguisher in the elevator maclvne room. ASME A17.1 Rule 1206.1(h) • Provide pit ladder. The ladder shall eactend a minimum of 42" above the floor level at the lowest landing. ASME A17.1 Rule 106.1d(2) Drawing 52.0 • Provide metal sump pit cover. The cover shall be substantially flush with the pit floor. ASME A17.1 Rule 106.1b(4) Drawing E2.1.01 • Relocate pit light switch to east wall, adjacent to the pit ladder. ASME A17.1 Rule 106.1e(3) . Provide dedicated phone line to the elevator machine room. ASME A17.1 Rule 2111 Clarification • A smoke detector is not required in the elevator pit. Removal is recommended to avoid nuisance alazms. (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 Page 2 Plan Review - M E Engineers Drawing M2.1.01 • Provide fire damper in exhaust duct to maintain 1-hour rating of elevator machine room. ASME A17.1 Rule 10 1.1 a(2) Please €eel free to contact me with any questions regazding my review. Respectfully submitted, fndy Pa ElevatorInspector BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date DO NOT REMOVLk"THIS TAG }or 6uilding Dept. FORM WRB-22 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: y~ Job Located at fGk~;S Av I have this day inspected this structure and these premises and ' have found the foliowing violations of City and/or State laws gov- erning same: 4 p'~ . . . . . . ~ F f 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 10677 6/15/2000 Property Owner: Property Address : Contractor License No. : Company 10055 W. 43rd AVENUE 17964 Central Fire Protection Cont. Phone : Phone : 576 8157 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certiTy that the setback distances proposed by this permit applicatton 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 0 DATEIO' Description : Fire sprinkler system Construction Value : $20,498.00 Permit Fee : $33525 Plan Review Fee : $0.00 Use Tax : $307.47 Total: $642.72 Use: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions setforth in yopur applica[ion and is subject to the laws of the State of Colorado and to the Zoning Regulations and Builtling Code of Wheat Ridge, Coloretlo or any oiher applicable ordinances of the City. . (2) This permit shall expire if (A) the work authorized is not commenced wdhin sixry (60) days from issue tlate or (B) the building authorized is suspended or abandoned for a period of 720 days. (3) If this permif expires, a new permit may 6e acquired for a fee of one-half the amount nortnaily required, providetl no changes have been orwill be made in the . original plans and speciFlCa[ions and any suspension or abandonment has not exceeded one (1) year. If changes are matle 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 that will change the natural flow of water causing a tlrainage pmblem. (5) Contrac[or shall notiry [he Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wririen approval on inspec[ion cartl before proceediing with successive phases of the job. (6) 7he issuance of a pertni[ or the approval of drewings antl specifications shall no[ be construed [o be a permitfor, nor an appmval of, any violation of ihe provisions of the building codesAf R-liiy other ordigance, law, rule or regulation. Chief Buildinq Inspector%/ ~ For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEP BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION UEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : ~ f7. ( BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date -E pv 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: .Z; C,A'y:,r,~e'e 'S iiyG Property Address : doe) j S rv V t,~v ~UC Phone : Contractor License No. y Company : Phone :Sa3 OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the set6ack distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown. and allegations made are accurete; that 1 have read and agree to abide by all conditions printetl on this application, and that 1 assume full responsibilily for compliance with the Wheat Ridge Building Code (U.B.C.) and ali other applicable Wh~eat,~idge ordinanc s, for work under Ihis permit. (OWNER)(CONTRACTOR) SIGNED~ (Yv, , DATE Description : I Construction Value : Z o,, vyB .ov, Pertnit Fee : 3 i 5. 2 y- Use Tax : Total : BUILDING DEPARTMENT USE ONLY Approval: Zoning : m,~ qpi~dtna~"ro,31im Approval : 5w~ghZ$.~~. / APProval: Occupancy : Walls : Roof : Stories : Residential Units Electncal License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ Pfans Reqp(red_;;,"J Plans Required P;CSnsfi9quice= ~ - (t) This permit was issuetl in accoraance wnn Ne provisions set forth in yopur appii(ation and is subject to the laws of the State of Coloratlo and to Ne Zoning Regulations and Builaing Cotle of Wheat Ritl9e, Coloraao or any other applicable ortlmances ol tne City. (2) This permit shall expire d(A) the work auNOnzed is not commencetl within sixry (60) Uays hom issue tlate or (8) the butlaing authonzetl is suspenCetl or a6antloneu for a penotl of 120 Cays (3) If this permR expires, a new pertnit may.0e acpuired for a fee of one-0alf ihe amounl nortnaiN requireQ provided no changes nave Eeen or wdl be matle m Ne original Olans and specifications and any suspension or aban0onmen[ has not exceedeL one (1) year. If changes are matle or If suspension or aDanaonmem exceetls one 11) year. full lees shall be paitl for a new permR . (41 No woB of any manner snall be tlone that will change Ihe naNral flow of water causing a tlrainage pmblem., (5) Contracror snall nobry the Builaing Inspecmr Rventy-four (24) hours in atlvance lor all inspecuons and shall recerve written aopmval on inspecvon car0 Gelore PrOfREtlung wi(h SUCCESSrve phases O( t112 lob. (6) The issua o( a permrt or the approval ol tlrawings and specifications s0all not oe construea to be a permrt for. nor an ap0rova1 of. any vioiation of tlie provi5ions of Ihe b tlin wtles or any other ortlinance, law. rule or regulation. ief Bui i Inspector For Mayor THIS RMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Arvada Fire Protection District Organizational Excellence In Fire, Rescue, and Disaster Services. Wheatridge Building Department 7500 W 29' Ave. Wheatridge, Colorado 80215 6/15/00 RE: Installation of Fixed Fire Protection for M& E Engineering, 10055 W 43`d Ave. The following aze our plan review comments; 1) All hose threads shall be National Standard threads. UFC 97 1003.1.1 2) Fire department hose connections serving a spi~inkler or standpipe shall be located a muvmum of 36 inches and a maadmum of 48 inches above finished grade. UFC 97 1003.1.1. Amended. 3) A Sre hydrant shall be installed and maintained within 150 feet of a fire;department connection serving a sprinkler system UFC 97 903.2. Amended. 4) Audible fire alarm signals shall be installed within any building containing a sprinkler system when such system is installed utilizing Section 506 (b) unlimited azea or Section 506 (c) automatic systems of the Uniform;Building Code :as adopted. UFC 97 1003.2 (a). Amended. , 5) Sprinkler systems over 100 heads shall be §upervised by an approved central, proprietary, or remote station at a constantly attended station. ' UFC 97 100331. 6) Valve monitoring and water flow alarm and trouble signals shall be distinctly different and shall be automatically traosmitted to a central, remote or proprietary monitoring station. UFC 97 10033.L 7) Any code requirements arising from construcdon will be addressed. 8) Twenty-four hours notice required for all tests and inspection. UFC 97 103.3.2.2 Arvada Fire Protection District 6503 Simms Street • Arvada, Colorado 80001-0060 •(303) 424-3012 • Fax (303) 432-7995 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 : 11016 Date : 8/14/2000 Property Owner : Property Address : 10055 W. 43RD AVE Phone : 420-3040 Contractor License No. : 19333 Company : Gash Electric Phone : 420 3040 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $11,000.00 I hereby certiTy that the setback distances proposed bythis permit applia and do not violate applicable ordinances, rules or regulations of the City c cdvenants, easements or restridions of record; that all measurements sh made are accurate; that I have read and agree to abide by all conditions I application, and that I assume full responsibility for compliance with the V Code (U.B.CJ and all other applicable Wheat Ridge ordinance , for work - (OWNER)(CONTRACTOR) are accurate, Pefmit Fee : $195.25 ieat Ridge or and allegations Plan ReVIeW Fee : $0.00 ~d on this t Ridge Building Use TaX : $165.00 ;r this pqrmit rE Total : $360.25 Use: Description : FIRE ALARM INSTALLATION Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subject [o the laws of the Sta[e of Colorado and to the Zoning Regulations antl euiltling Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within si>1y (60) days from issue date or (B) fhe building aufhorizetl is suspended or abandoned for a period of 120 tlays. (3) If this pertnit expires, a new permii may be acquired for a fee of one-half the amount normally requiretl, provitletl no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (t) year. If changes are made or if suspension or a6andonment exceeds one (7) year, full fees shall be paid for a new permit (4) No work of any manner shall be done thatwill change the naturdl Flow of water causin9 a dralnage problem. (5) Contractor shall notiy the Building Inspectorhventy-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before proceediin9 wiih successive phases of the job. (6) The iss ce of a permit orthe approval of tlrawings and specifcations shall not be construetl to be,a permitfor, nor an approval of, any viola[ion of the provisions of their uil ing cpdesygdny other ordinance, law, rule or regulation. C-'-PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE Da;e : WHEAT R1DGE, CO 80215 Property Owner °roperty Address Contrector License No. Company; OWNER/CONTRACTOR SIGNATUF APpLICATIo N ME i~nq lnee v-i v~ 10055~ W. /+~v`~~ve. wHeA7 2rt:w I q 333 gt)a?3 Phone : 30 3_ c~Z p_ 3a ~,p 67Q.s N CL.EG7-2.IG Phone:3a3-({ZD E OF UNDERSTANDING AND AGREEMENT Construction Value ~ O D d, o0 I nereby certify that the setback distane.es proposed by this pertnit applieatian are aceurate, and do not violate applicable ordinances, rules or regulatlons of the Ciry of Wheat Ritlge or Permit Fee : covenants. easements or restnctions of rccorC; that all measurements shown, antl allegations matle are aceuraCe; that I have reatl antl agree to a6ide by ali conCitions printed on this aoPlication. and that I assume full responsibiliry for compliance wRh the Wheat Ridge Building. U52 TaX : Cotle (U.B.C.) antl all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED TOt21 : DATE Use : Description c~J~z BUILDING DEPARTMENT USE ONLY _om_ :iom,J - - SIC : Sq. Ft. : Approval: Zoning : UI 10 -om-----•-^ . Approval: • ' - - - -_'i~~ Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Piumbing License No : Mechanical License No : Company: Company : Company : Expiretion Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) Thtt Pennit wns wuetl m aemrdanee 1IM Regulauons antl gypyuiy Cq~e p~ yyry~nip~~~ any o+ntMrroaPPiour aaoO~~dkauo n any,uba~s me javs at me snte or cow~aae a,a m v,e ;,,m~p (2) This Pertrdt 3Mall ex0ee if (A) the worlt auCion2etl u 110t tlinaxeao of Oro Cim ry. a6antlonetl lor a pe'roc ot 120 erys. s'MY (80) tlrys fiom ixiue tlate or (B) the euiWing authonzetl ie suspenaee or on9inat plans mC a (7) If mis oemut rsPUea. a a+'M ~~P~a~on oraaEandanment ~tws ~not ~uM rwmulh 2awietl. GrorineE ro ehanges nave Deen a wll De mne in the uceetls one (1) Year.lull km ahatl bs WW 1ar a new pemtlt amMeE one (7) yeu. tt pfangp a~e maae a it susP~sion w aeaManmmt (4) No wark ot arry ma~ th B~ui~ ~eNat wtll ct~anye tM n+E+ral llow of watc causin9 a tlnuuge pro0km (s) eonaanar anan n hsny inapeaor evanbqov (tq nnm in aeweax hr an ms Cmceatliing wM w¢aysim waaes a( tM pb Pecbws antl thaq raceive wrilten aPPmvai on insDKtron nr0 Oafae (6) TMe isswn2 W a PenT+rt a the iPO~orat oltrawvys anE~ tlona ~atl mt be mnfhueC ro 6e a pertmt lor. nor an a00ma10!. a~ry vidabon of the qoviapns oi the huibing mEd a my omer wEwnce. Iaw, Me a Chiei Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10181 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 3/1/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: i~ Property Address : 10055 W 43RD AVE U/~p Z~ I Phone : 421-6655 Contractor License No. : 17915 '~j"1 ^ J Company : C G Construction Phone : 421 6434 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cert fiy iiai ihe5ciuack diaiarnzs piupuseu uy uvs Nermit appiicaiion are accuraie, 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 woA ynder this permit. (OWNER)(CONTR4CTOR)SIGNED~~~~f:~-cN-.,~ DATE 4 13/60 Fo2 MC-cKFaNiCr4L Construction Value : $1,400,000.00 Permif Fee ' $7;068:75 Plan Review Fee : $0.00 UseTax: $21,000.00 Total: $28,068.75 Use: Description : 18,000 sq ft two story commercial office/warehouse building BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 18000 P[ease Note: Approval : MA Okay Owner/contractor is responsible for locating nroperiy Zoning : pCD lines and consWcting improvcments according to +.i,e approved plan and required developr.nent;tar.d2;ds. Okay The Ciry is not responsible for inaccurate informaE(on Approval : DM submitted within the pian set and any construc;icn errors resulting from inaccu:a!e informatior,. " w See attached PW review sheets. ENGINEERING FEE $550.00 Approval ~ GK Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 19333 Company :Gash Electric Expiration Date : 2/28/2001 Approval: Plumbing License No :20641 Company : Kimmel Mechanical Expiration Date : 4/25/2001 Approval: Mechanical License No : 20657 Company : Chavez Sheet Metal Expiration Date: 5/11/2001 Approval: (1) This permit was issued in accordance with the provisions set forth in yopur appliration and is subJ'ect to the laws of the STate of Colorado and to the Zoning Regula[ions and Building Code of Wheat Ridge, Colorado or any other applica6le ordinances of the City. (2) This permit shall expire if (A) [he work au[horized is not commenced wi[hin sixry (60) tlays from issue date or (B) the building authorized is suspended or abandoned for a period of 120 tlaya (3) If [his permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provitletl no changes have been or will be made in the original plans and specifrations and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid tor a new permit . (4) - No work of any manner shall be done that will change the naturel Flow of water causing a dreinage problem. (5) Contractor shall notify the Building Inspeciorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediin ' successive phases of the job. (6) The' s e a p mit ~the approval of drawings and specifications shail not be construed to be a permit for, nor an approval of, any violation of the provisions of the din co rtb other ordinance, law, rule or regulalion. ! Chief Building ins ector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Feb 20 00 10:17a 70: Building InspedionsDarin Morgan From: Randy Patst Fax: 303.235.2557 pal9BS: 3 Pha+e: 3032352850 Date: 02202000 Re: PlanReview CC: ❑ Urgent x For Review 17 Please Commenk ❑ Please Raply O Please Renycie • Comments: Darin, Please reference tMe endosed & call with any questions. Original & prirrts to be retumed on Monday. Ttrank you, ~F a es Ar, a p.l Feb 20 00 10:17a 7506 WEST 29TH AVENUE February 20, 2000 WHEAT RIDGE, COLORADO 80215 Darin Morgan Wheat Ridge Building Department 7500 W. 296 Avenue Wheat Ridge, CO 80033 Re: Elevator Plan Review-M E Engineers Office Building Darin, p.2 The City of ~OF ~NHEqT ~ i GWheat fn GRidge C~CORP~O The elevator plan review for ] 0055 W. 43rd was wmpteted on February 20, 2000. Listed below aze the items that must be corrected. Dmwiag A2.1.01 . Door 114 to open outwazd. ASME A17.1 Rule 101.3a • Hardwaze for poor 114 shall be self-ciosing, self-locking with a spring type lock arranged to permit opening from the inside without a key. ASME A17.1 Rule 101.3d(1)(b),(c) • EIevator machine room and door to be 1-hour rated. ASME A17.1 Rule I0 1.1 a(2) • Provide fire extinguisher in tha elevator machine room. ASME A17.1 Rule 1206_ 1(h) . Provide pit ladder. The ladder shall extend a minimum of 42" above the floor level at the lowest ]anding. ASME A17.1 Rule 106.id(2) Drawing Sl. D • Pmvide meta} sump pit cover. The cover shall be substantially flush with the pit floor. ASME A17.1 Rule 106.1b(4) Drawing E2.I.Ql • Relocate pit light switch to east wall, adjacent to the pit ladder. ASME A17.1 Rule 106.1e(3) • Provide dedicated phone line to the elevator machine room, ASME A17.1 Rule 213.1 Ctarifrcation • A smoke detector is not required in the elevator pit. Removal is recommended [o avoid nuisance alazms. (303) 234-5900 • ADMINISTRATION FAX: 234•5924 • POLIGE DEPARTMENT FAX: 235•2949 Feb 20 00 10:17a Page 2 Plen Review - M E Engineers Drowing M2.7.07 • provide fire damper in exhaast duct to maintain 1-hour rating of elevazor machine room. ASME A17.1 Ruie 101.2a(2) Please feel free to contact me with any questions regarding my review. Respectfully submitted, Randy PatstJ ElevatorInspector p.3 e- 1 -00 p1 2:03PM;FENTRESS OP.AD6URN ~entress Bradburn A R C H I T E C T S t T D. Architeclure • Inleriors - Planning :303 ?22 SD80 # 1/ 2 Transmittal 421 Broadway Denror, CO 80203 7D3 7225000 Tel 703.722.5080 Fox studio@kmressbradbum.com www.Ientressbmdburn.wm To: Darin Morgan ComPony: City of Wheat Ridge Add.ess: 7500 W. 29h Avenue GVheat Ridge, Colorada 80215 Fax 303-235-2857 Sent Vio: f8X Date: 1 March, 2000 Projecl A-k-K-E2g1HCBffi..- Project No 149922.000 Number of Pages Including Cover. 2 Copies To: - x if w/Encl Ted Prythero (M-E Engineers) Fax #(303)421-0331 X Bill Goodman (CG Construction) Fax 4 (303)431-4745 X Copies Date Description 1 3/01/00 Report ofcontact For your information / ~ w / 5gned: Jonathan Coppin The intwmatiw wnWnetl in Nis ironsrtlssion is confipemial antl priraW: it is inl2Med any for Ihe use or ihe InCivitluxl(s) ar entlty(s) to whwm it is atldressetl. The iniartnation may be pnvileged, pivpneiary and exemOt from tlisUOSUre untles appli[a01e FeCerdl. Slete or dher law. My retiqmt of this t2nsmission, qher U2n 1f+e InleMetl retlqent w lhe employee or ,enl respw.able lor CNYery of lhis vansmis5on b N¢ inl2ntleG Mtipknt, i$ hereUy'Wtifi¢(i nIX l0 0tsdose. dlsltlON¢. or cOpy tM1is vansM55ion, or lake a re(ain hwn iaking any atllon in ieliaMe on Ihis Irensmission. Il ifiis domrtrenl has beei trsnsmilteC in erzw, please mVfy Ne sender immed'alely by INephone m facsimile 1o artaya pranpl relum of Ne I2nsmu5lon or oUerapproprute activn. . 3- t-00;t2f03PM;FENTRE55 BRADBUF.N Fentress Bradburn A R C H I T E C T 5 L. T D. ArchilecNre • Interiars • Plonnin9 Conhacf Name: D3iiri M07gan Compony: City of Wheat Ridge Report ey: Jonathan Coppin Subjecr, Exit sign requirement Presenl: Copies io: ;303 722 5080 u 2;. e Report of Contact nz, s.ooaw" De.var, CO 80203 303 722.5000 Tel 303.722.5060 Fox . s~udio@knhessbrodbum.com www.femressbradbum.wm Dote 29 Febntaryy, 2000 Proiecr: M-E Engineers Of&ce Building Project No: 199922.000 Comments: Fentress Bradburn Architects contacted ttie Wheat Ridge Building Deparhnent to review the exit sigi requirement in the main entrance lobby: The building official coufinued that exception 1 to Secrion 1003.2.8.2 of the '97 U.B.C. was applicable in the entrance lobby. No exit sign in the lobby is required. Ni-E Bngineers Office Building Theabovempresentsawuntlel5tantlNgofsubjecGdscussed,detisOnsreachetl,arMacUOnlobelaken. ttanyAmsarenaltoyourunGesfaiMing, PO9E I OF I please edvise tlik ofFCe . ~ F1 N6ke Stoeffler - rn~ea~oerva.~a,rnornm~.~osa~ai Residential and Commercial Plan Review Plan Reuiew Correctan List Proie.K: New 2-smry offim euft Alk -ess: O55 W.43r° Amm Wlut Rift Cobrado Date Jinuary 10. 2000 Yalu~atiiot K4D0,0111111.00 P/C fm 54mp 1. Submit a copy of the soils report for review. 2. Due to the fixture count of the building a 1" water meter with a 1-1/4" service line is required, verify with the Fire District regarding tapping off fire line for domestic water service. UPC Tables 6-3, 6-4 3. Changing rooms 106, 107 are required to be handicap accessible, submit for review. 4. A minimum of four handicapped parking stalls with one being "van-accessible" will be required due to the number of parking stalis. 5. Provide an "area of rescue assistance" for second floor due to required exits. UBC Chapter 11 6. Provide roof drain and overflow drain elevations on roof plan to assure overflow drains are not more than 2 inches above roof drain. UBC Sec. 1506. 7. Change applicable code edition on sheet S1.0 to 1997 edition. 8. Submit special inspector ceRification documentation for weld and concrete inspections to the building department for review. UBC chapter 17. 9. Submit elevator information to DRCOG elevator program for review and approval. 10. Submit horn / strobe location information on electrical plans for review. Plans are NOT Approved, re-submittal required. Re-submittals will be have a plan review fee of $50.00 per hour. Additional plan review fees will be paid when permit is issued. Arvada Fire Protection District Organizational Excellence In Fire, Rescue, and Disaster Services. Wheatridge Building Department 1/12/00 7500 W 29th Ave Wheatridge, Colorado 80033 RE: M-E Engineers Inc. 10055 W 43rd Ave. The following aze our plan review comments; 1) The building address numbers shall be posted on a temporary basis and shall be permanently a6'ixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. ' 2) 3) 4) 5) Water lines and fire hydrants shall be ' the required fire flow for the site prior to 903.2, Amended. A fire hydrant shall be located within 15 sprinkler system UFC 97 903.2 Amend A minimum of 3 feet clear space shall ba, protection equipment. UFC-97 1001.7.1, Trash enclosures including doors shall be 1103.2.2 Amended. mstalled and operational, and,capable of supplying above grade construction. UFC 97 901.3, O feet-of a fire department connection serving a ed. of noncombustible wnstruction. UFC 97 6) A one hour occupancy sepazation is required between Group B Occupancies and Group S-3 Occupancies. UFC 97 Appendix VI-E Table 3-B. 7) The main exit doors in Group B Occupancies provided with a double cylinder key lock shall be provided with a sign stating "I'HIS DOOR IS TO REMAIN LINLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT." UFC 97 12073 Amended. 8) All other exit doors in Group B Occupancies shall be openable from the inside without the use of a key or special lmowledge. IJFC 97 12073 9) Exit signs shall be subject to field inspection, additional exit signs may be required. UFC 97 1212.2 6503 Simms Street • Arvada, Colorado 80001-0060 •(303) 424-3012 • Fax (303) 432-7995 10) Emergency lighting battery packs shall be placed on the normal branch circuit lighting for the area served and shall be subject to field inspection Additional unit may be required. UFC 97 1211.1. NEC 96 Article 700. 11) Submit a m;n;mum of (3) sets of sprinkler plans and hydraulic calculations for approval prior to the installation of the sprinkler system All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 97 10013 12) Fire department hose connections serving a sprinkler system shall be located a minimum of 36 inches and a maximum of 48 inches above Sivshed grade. UFC 97 1003.1.1 Amended. 13) The location ofthe fire department connection is to be approved by the Fire Mazshal. UFC 97 1003.1.1 14) Sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, or remote station at a constantly attended station. UFC 97 10030301 15) Valve monitoring and water flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to a central, remote or proprietary monitoring station. UFC 97 1003.3.1 16) A building containing a fire alazm system and having required duct detectors shall have the duct detection tied into the fire alazm system on a separate zone. UFC 97 10073.4.1 17) A satisfactory test of the entire system shall be made in the presence of the Fire Mazshal. All system functions shall be tested. UFC 97 10073.4.2 18) Elevators shall be installed in accordance with Chapter 30 of the Building Code. 19) When the elevator vertical distance is 25 feet or more each associated elevator entrances azea and associated machine room shall be provided with an approved, listed smoke detector for elevator recall purposes only. The detector may serve to close the elevator lobby door and additional doors at the Holloway opening allowed in section 3006 UBC 97 3003.2 20) Two-way communications shall be provided between the elevator caz and an emergency service wluch operates 24 hours a day. UBC 97 3003.6 21) Except at the main entrance level, an approved pictorial sign of a standardized design shall be posted adjacent to each elevator call station wlrich will indicate that "IN CASE OF FTRE DO NOT USE ELEVATOR, USE EXIT STAIRWAYS." UBC 97 3003.6 22) Please label elevator control mom for fire department emergency. 23) Provide elevator fire service override key and emergency door key for the fire department. 24) Fire extinguishers shall be a 4-A rated 10-1b ABC dry chemical type. The required number of units and mounting information shall be provided prior to finat inspection. IJFC 97 1002.1 Amended 25) A key box shall be provided on all buildings contauilng a sprinkler system required by this code and shall contain all keys necessary go gain access. Forms are provided by the Arvada Fire Marshals Office. UFC 97 902.4 Amended 26) Carpeting shall be a minimum of Class II Critical Radiant Flux. Documentation shall be provided prior to installation. LTFC 97 Appendix IV-A 27) Any code requirements arising from construction. 28) Twenty-four hours notice required for all tests and inspections Sincere , Kent "Spazky" Shriver Fire Marshal Arvada Fire Protection District DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 ESCROW AGREEMENT TO: City of Wheat Ridge, Colorado 7500 W. 29th Avenue Wheat Ridge, Colorado 80215 FROM: M-E Engineering, Inc. 4251 Kipling Street, Suite 400 Wheat Ridge, Colorado 80033 The sum of one thousand seven hundred and fifty dollars ($1750.00) will be held in escrow with the City of Wheat Ridge until all street improvements and repairs as shown in the repairs in the attached drawing are completed at 10055 W. 43rd Avenue, Wheat Ridge, Colorado 80033. The City of Wheat Ridge shall have the absolute right to withdraw the escrow funds for the purpose of completing the street improvements and repairs at 10055 W. 43rd Avenue, Wheat Ridge, Colorado 80033. The City of Wheat Ridge further agrees that 10055 W. 43rd Avenue shall have no further obligation to make any payments for such street improvements. M-E Engineering, Inc. understands thatthe obligations to make such street improvements and repairs are M-E Engineering, Inc.'s, butwith the funds in escrow, is relieved ofsuch obligation and that ME-Engineering, Inc. gives up all rights, interests or claims to the escrow funds and such escrow funds are surrendered or relinquished to the City of Wheat Ridge as of April 30 , 2001. It is understood that upon execution ofthis Agreement and funding ofthe escrow account, the Certificate of Occupancy for the structure covered by this Agreement shall be issued. iw-t tngineering, inc. Escrow Agreement Page 2 Upon completion ofthe improvementspecified herein, anyexcess amounts remaining in escrowshali be returned to the owner, or his successor in title. Until such time, no person orentity, otherthan the owneror his successor and the City of Wheat Ridge, shall possess any right or claim to said fund. City Of Wheat Ridge ACCEPTED: ~ Di ctor of Public Works D e City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, Colorado 80215 William Goodma By: Title: President Date GG Construction, Inc. Wheat Ridge, Colorado 80033 303-421-6434 Fentress Bradburn Transmittal 421 Broadway A R C H I T E C T 5 L T D. Denver, CO 60203 Archite<ture • Inreriors • Plonning 303722.5000 TeI • 303722.5080 Fox - smdio@fentressbmd6um.com www.fentressbradburn.com To: Darin Morgan Dote 28 Janu2ry, 2000 Compar,y: City of Wheat Ridge ProleCt M-E Engineers Address: 7500 W. 29th Avenue Project No: 199922.000 Wheat Ridge, Colorado 80215 Fax 303-235-2857 Number of Pages Including Cover: Sent Via: Messenger Copies To: X if w/Enc Copies Date Description 1 1/28/00 Response to Code reviews 1 12/17/99 Set of Drawings & Specs for elevator review 1 12/21/99 Soils Report 1 1/10/00 Mike Stoeffer Plan Review Correction List 1 1/12/00 Arvada Fire Protection District Plan Review Comments For Review and Comment Darrin, Here is our response to the City of Wheat Ridge's review of the M-E Engineers building. Sigoed: Bob Louden, Senior Associate The infortretion cohained in this lransmission is canftlenGal antl pma[e; il is intentletl oiy far the use of the intliNtlual(s) or entity(5) lo whom it is addressed. The informalion may be . privilegetl, pmpnetary antl exempt from tlisclosure untler appliwble Fetleral, State or other law. Any recipient of this iransrtvssion, other ihan the inlentletl recipient or the employee or agent responsible tor tlelivery of this transmission to the intentletl recipient, is hereby notifetl not to tlisclose, tlistnbute, or copy this transrtvssion, or take or reGain from taking any aclion I., in reliance on this t2nsmission. If ihis tlocumenl has been Vansmiltetl in etmr, please nnti(y the sender immetliately by telephone or facsimile to anange prompt reWm of the transmission or other appropnate action. ~ 'i Fentress Bradburn A R C H I T E C T 5 L T D. Archifecture . Inferiors • Planning 2$ 7anuary, 2000 Mr. Darin Morgan City of Wheat Ridge Codes Administrator Chief Buildini Official 7500 West 29 Avenue Wheat Ridge, Colorado 80215 Re: M-E Engineers Office Building Plan Review Notice Project 199922.000 Dear Darin: 421 Broadwoy Denver, CO 80203 303.722.5000 Tel 303722.5080 Fax studio@Fentressbradburn.com www.fentressbradbum.com The following is in response to the Plan Review Notices for M-E Engineers Office Building at 10055 West 43rd Avenue. The comment numbers in our response refer to the comment number in the Plan Review Notices. Comment Res onse Mike Stoeffer - Plan Review Correction List dated 01/10/00 1 Agreed. A copy of the soils report is included with this response. 2 Ageed. The water line has been modified per your comments. 3 Agreed. The changing rooms are unisex so we will change one of the changing rooms to have a handicap accessible shower installed. Attached is a cut sheet on the shower unit and a sketch SKA-012 of the revised room. 4 Agreed. The Site Plan has been modified to show four handicapped stalls with one being "van accessible. Re: SKA-013. 5 Disagree. Per phone conversation dated 1/26/00 the Wheat Ridge Building Department has waived the requirement for an "area of rescue assistance". 6 Agreed. The overflow drains are intended to be 2" higher than the roof drains. Elevations will be added to the construction documents calling this out. 7 Agreed. The building was designed to the '97 code and the structural sheet S 1.0 will be revised to show the applicable code to be "1997 edition of the UBC". 8 Ageed. Copies of the inspection reports will be sent to the Building Deparhnent by the testing agency. 9 Agreed. A set of drawings and specification will be submitted to the Building Department for them to forward to DRCOG for review. 10 Agreed. A copy of the horn and strobe shop drawings will be submitted to the Building Department for review when they are submitted to the Fire Department for their review of the fire alann system during construction. Mr. Darin Morgan City of Wheat Ridge 28 January, 2000 Page 2 Arvada Fire Protection District review comments dated 0 1/12/00. 1 Agreed. The building monument sign will have the street address for the building. 2 Agreed. We have passed this information on to the General Contractor for the Project. 3 Agreed. A fire hydrant has been added to the property about 10-feet east of the west property line. See attached sketch. 4 Agreed. A 3-foot cleaz space will be provided around the new hydrant. 5 Agreed. Doors have been added to the trash enclosure and they will be noncombustible. 6 Agreed. A one-hour separation is provided between the parking azea below the building and the enclosed space above it. 7 Agreed. The main exit door (door 100) has a panic device on it so that it will always open from the inside. The hazdware specified for the level two exit to the north exterior stair (door219) is always unlocked from the interior. 8 Agreed. The hardware specified for the other exterior doors (doors l O5B & 110) is always unlocked from the interior. 9 Agreed. Final location and number of exit signs is subject to field inspection. 10 Agreed. Final location and number of emergency lights is subject to field inspection. 11 Agreed. Three (3) sets of sprinkler plans and hydraulic calculations will be submitted for review prior to installation. A State of Colorado licensed contractor will perform all work. 12 Agreed. Mounting height for the fire department hose connection has been noted on the documents and will be between 36" and 48" above finish grade. 13 Agreed. The fire deparhnent hose connection is show on the documents. It is located along the south wall of the building with in 150 feet of the new fire hydrant. 14 Agreed. The sprinkler system will be supervised by an approved central, remote or proprietary, constantly attended, monitoring station 15 Agreed. Valve monitoring, water flow and trouble signals shall be distinctly different and shall be automatically transmitted to a central, remote or proprietary monitoring station. 16 Agreed. The duct detection system shall be tied into the fire alarm system on a separate zone. 17 Agreed. A satisfactory test of the fire alarm system shall be performed in the presence of the Fire Marshall 18 Agreed. Elevator shall be installed in accordance with Chapter 30 of the Building Code. Mr. Darin Morgan City of Wheat Ridge 28 January, 2000 Page 3 19 Not Applicabie. Elevator travel is 12'-6" which is less than 25'-0" so this requirement does not apply. 20 Agreed. The elevator cab is specified to haue a telephone and that phone will be connected to a service that operates 24 hours a day. The code reference should read UBS 3003.4.10. 21 Agreed. The required sign will be provided. 22 Agreed. A sign will be added to the elevator machine room to identify it as such. 23 Agreed. Elevator fire service key and emergency door key will be provided in the building Irnox box. 24 Agreed. Exact number and location of fire extinguishers will be determined in the field by the Fire Marshall. 25 Agreed. Building will be provided with a knox box. 26 Agreed. Specified carpet is Class I, which meets or exceeds the requirements for all areas of this building. Documentation from the manufacturer will be provided during the product submittal phase of construction. 27 Agreed. We will modify our project to comply with any code requirement that arises during construction. 28 Agreed. The Contractor will provide twenty-four hour notice for all tests and inspections. We appreciate your review of our documents and the opportunity to respond. We hope that this response resolves all of the outstanding items. If you have any questions please do not hesitate to contact us. Sincerely, Fentress Bra urn Architects Ltd. Bob Louden Encl.: Architectural Plan Review Correction List dated 1/10/00 Arvada Fire Protection District Plan Review Comments dated 1/12/00 Soils Report dated 12/21/99 Set of drawings far the elevator review SKA-012 SKA-013 c: Ted Prythero, M-E Engineers Darrell Moody C-G Construction ~ NikB StOefflo1' - ms ca-aosnK*m4,mwwmnce=i Residentisl antl Commereiai Pian Reriew Plan Reuiew Correctbn List PreJect New 2-Stay office &Ug Addrm 90 W. W AUM WW RiU IWWMo Date Jmm ik 2000 Y*aft SI,400,000.09 P/C fe SAWN 1. Submit a copy of the soils report for review. 2. Due to the fixture count of the building a 1° water meter with a 1-1/4° service line is required, verify with the Fire District regarding tapping off fire line for domestic water service. UPC Tables 6-3, 6-4 3. Changing rooms 106, 107 are required to be handicap accessible, submit for review. " 4. A minimum of four handicapped parking stalls with one being "van-accessible° wili be required due to the number of parking stails. 5. Provide an "area of rescue assistance" for second floor due to required exits. UBC Chapter 11 6. Provide roof drain and overflow drain elevations on roof plan to assure overflow drains are not more than 2 inches above roof drain. UBC Sec. 1506. 7. Change applicable code edition on sheet S1.0 to 1997 edition. 8. Submit special inspector certification documentation for weld and concrete inspections to the building department for review. UBC chapter 17.. 9. Submit elevator information to DRCOG elevator program for review and approval. 10. Submit hom / strobe location information on electrical plans for review. Plans are NOT Aaproved, re-submittal reauired. Re-submittals will be have a plan revievir fee of $50.00 per hour. Additional plan review fees will be paid when permit is issued. ` T Arvada Fire Protection District Organizational Excellence In Fire, Rescue, and Disaster Services. Wheatridge Building Departmeiat 7500 W 29'h Ave Wheatridge, Colorado 80033 1/12/00 RE: M-E Engineers Inc. 10055 W 43rd Ave. The following aze our plan review comments; 1) The building address numbers shall be posted'on a temporary basis and shall be permanently affixed to the bwlding;m a minimum of 4,mch numbers on a contrasting background:' UFC 97 901.4.4. Amended. - 2) Water lines and fire hydrazrts shall be installed and,operahonal, and eapable of supplymg the required fire flow for, the site prior to above grade;constructioa UFC 97 9013, 903.2, Amended: I . ` 3) A Sre hydrant shall be located within 150 feet of a Sre department connection serving a sprmkler system , UFC 97 903.2 AmendecL ' 4) A minimum of 3 feet cleai• space shall,Ue mamtained azound the cffcumference of fire protectionequipment. iJFG97100t 7L~4 / 5) Trash enclosures including doors shaltbe\ f noncombustibie construction. UFC 97 1103.2.2 Amended. ~ - 6) A one hour occupancy separation is required between Group B Occupancies and Group S-3 Occupancies. UFC 97 Appendix VI E Table 3-B. 7) The main exit doors in Cnoup B Occupancies provided with a doubie cylinder key lock shall be pmvided with a sign stating "THIS DOOR IS TO REMAIN iJNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIItE DEPT." UFC 97 1207.3 Amended. 8) All other exit doors in Group B Occupancies shall be openable from the inside without the use of a key or special knowledge, UFC 97 12073 9) Exit signs shall be subject to field inspection, additional exit signs may be required UFC 97 1212.2 6503 Simms Street • Arvada, Colorado 80001-0060 •(303) 424-3012 • Fax (303) 432-7995 10) Emergency lighting battery packs shail be placed on the normal branch circuit lighting for the azea served and shall be subject to field inspection Additional unit may be required. ITFC 97 1211.1. NEC 96 Article 700. 11) Submit a minimum of (3) sets of sprinkler plans and hydrau]ic calculations for approval prior to the installation of the sprinkler system All work is to be performed by a State of Colorado licensed sprinkler contractor. IJFC 97 1001.3 12) Fire depar(ment hose connections serving a sprinkler system shall be located a minimum of 36 inches and a maximum of 48 inches above finished grade. iJFC 97 1003.1.1 Amended. 13) The location of the fire department connection is to be approved by the Fire Marshal UFC 97 1003.1.1 14) Sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, or remote station at a constantly attended station. UFC 97 10030301 15) Valve monitormg and water flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to a central, remote or proprietary monitoring station UFC 97 1003.31 16) A building containing a fire alarm system and having required duct detectors shall have the duct detection ried into the fire atarm system on a separate zone. UFC 97 1007.3.4.1 17) A satisfactory test of the entire system shall be made in the presence of the Fire Marshal. All system funcrions shall be tested. UFC 97 10073.4.2 18) Elevators sball be installed in accordance with Chapter 30 of the Building Code. 19) When the elevator vertical distance is 25 feet or more each associated elevator entrances azea and associated machme room shall be provided with an approved, listed smoke detector for elevator recall purposes only. The detector may serve to close the elevator lobby door and additional doors at the Holloway opening allowed in section 3006 UBC 97 3003.2 20) Two-way communications shall be provided between the elevator caz and an emergency service wluch operates 24 hours a day. UBC 97 3003.6 21) Except at the main entrance level, an approved pictoriat sign of a standardized design shall be posted adjacent to each elevator call station wluch will indicate tbat "IN CASE OF FIRE DO NOT USE ELEVATOR, USE EXIT STAIRWAYS:' UBC 97 3003.6 22) Please label elevator control mom for fire department emergency. 23) 24) Provide elevator fire service override key and emergency door key for the fire department. Fire exringuichers shall be a 4-A rated 10-1b ABC dry chemical type. The required number of units and mounting information shall be provided prior to final inspection. ITFC 97 10021 Amended 25) A key box shall be provided on all buildings containing a sprinkler system required by Uvs code and shall contain all keys necessary go gain access. Forms are provided by the Arvada Fire Marshals Office. iJFC 97 902.4 Amended 26) Carpeting shall be a m;,,;mnro of Class II Critical Radiant Flwc. Documentation shall be provided prior to installation. UFC 97 Append'nc IV-A 27) Any code requiremerns arising from construction 28) Twenty-four hours notice required for all tests and inspections Sincere , Kent "Spark}~" Shriver Fire Marshal Arvada Fire Protection District k = IVI Ln - 00 ~ 4j~-- ~ 61_011 CHANGING 106 -,-36" X 36" H.C. CHANGING 107 SHOWER CLEAR FLOOR SPACE TURNING DIAMETER SPACE M.E. En ineers DrawingTi[le: aD~ ~ 001-1 DrawingNo. V•0 cas. we H E ENGINE ~ FENTRESS BRADBURN ARCHITEQS LTD. ARCHITECTURE, INTERIORS, PIANNING Project No. 199922.000 Scale:' 11~ 4',~ Sketch No. . 421 Broadway Denver, Colorodo 80203 File No. Revision Date: ~~♦H S1l- O! 2 wECxwmuum[t[naeu 303-722-5000 303-722-5080 FAX Date~. 27 ar ~ssued To: SPECIFICATIONS Genewl The tub/shower module shall be manuFactured bY Crane Plumbing/Fiat Producls and shall be thermoformed finm confinuous cast acrylic inro a ^'Bh one piece seamless unit. The unif shall be reinforced in the back " 66erglass reinforced poyeNer resin and have a backside fire rafing of °A" and flame spread of 25. All unih shall hrne anti-skid floor heahnentto mcet performonce require- menh o( ASTM F-462. The transFer and roll-in shower modules have a molded in back / head support area {or seating comfort. The soap ond shampoo shelves are of a useable size and are lowted widvn eaSY re°ch G°`" ° swt or standing posifion. 7Fie 60" and 75" tub modules hrne a molded in soap and shampoo shelves located in the back `^'all and within eary reach (rom ihe Nb or seated posihan_ The tub/ shower modules shall be pre-drilled (ur a wHe and a hand held shower head when faciory supplies wmponents. The iub / shov+er modules shall con(orm ro AN51 A-117.1 and AN51 Z- 7 24.2; the modules shall alw comply with the guidelines issued by ADA, U.S. Archifechirai and Transportafion Barriers Compliance Board (A & T.B.C.B.), U.P.C., and with most ciiy, siale, and nafional standards for barrier free, aaessible shower facilities for the handimpped. Base Ynit A. Faclory inslalled components: 1. Grab Bars (Sse chart) 2. Curlain Rod -1" sfainless steel rod. 3. $hower Curfain - l0oz• G.S.A. approved with curtain hooks. 4. Drain - 2" cast brass wiih chrome plated strainer. (Showers only) Opfional Equipmeni 1. Hand held shower, H-71 wifh svm'el fltling, 69" flexible sMinless steel hose, and in-line wcuum breaker. 2. Slide guide, H-12 24" slide guicJe. (For hand-held shower aMach- ment.) 3. Dome Light, ATP-1, 60 WaX, recessed, round shower light. 4. VaHes: Model MTSH-3195 and ADA-7532T/S, 185-AA, Pressure balanced, single dial lever mixing wlve wiih integral check stops, fub diverter and filler. Or 7-167AA, Thermostat controlled, single lever mixing vahre with check siops, tub diverter and filler. Models ADA-36365, ADA-6030G, ADl+'60365; 180-AA Pressure balanced, single lever mixing vahe with sbps. OrT-162AA, ThermosmKmlly mntrolled, single lever mixing valve with srops. Valve Ixafion: ADA-6036G has an opfional vaHe locafion oF eiiher side wall, opposite oF seaf wall. 5. Padded Seah, Seat Belh and additional Gra6 Bare are priced on opplicafion and must be 4aclory installed. Cobr VJhite standard. Olher standard acrylic colors rnailable on request. An addifional cost appliw. NOTE It is required thaf the unit be leveled and set in moriar. Shimming is neceswry. For more informafion and specificafions mll your Grane Plumbing representative. 4 ADA-6036 5 Models MTSH-3195. RH or LH (60 3/4" x 32" nominal, outside) ~ ADA-36365. RH or lH (44" x 391 14° nominal, ouhide) ADA-60305/G. RH or LH (66 314" x 33 114" rrominal, outside) ADA-60365/G. RH or LH (66 3/4" x 36 1/2" nominal, ouhide) ADA-60365/G. RH or LH (68 3/4" x 36 1/2" naninal, ouhide) ADA-7532 T/5. RHor LH (83 3/4° x 32 1/2" nominal, outride) S= Seo1 and Grab Bars G= Grab Bars, No Seat . . AND • Model Naniml Ovlside Dims Nominal Inside Di s. Nanifwl Rough-in Dims. Gab Bors 7-1 /Y O.D.5.5. - ryo, . 44' x 391 14' 36' x 36' d4 7/Y z 39 7/2' 1-15 3/4' x 30 3/4' wrap arourd horimnlal 5-5 Siand. Induded ADA-3636 5 ` ADA-6030 5 68 3/4' a 331 /4' 60' x 30' 69 1/4' x 33 1/2" 145 1/4' x 33 1/4' ~p oround frorizonlol 5-3 Smnd. Induded ADA-6030 G (SW) 683/d"x33114' 60'x30' 69114'x331/2' 1471/Yx581/7 a27712w (ullwraparoundhoriz N/A qpq-6036 S 68 31d' x 36 7/2' 60" x 36' 691 /4' x 36 3/4' 2-28' horizonml S4 Sbnd. Included qDA-6036 G 68 3/4' x 36 1/Y 60 x 36' 69 1/4' z 36 3/4' 2-26' Iwrimntal N/A 1-421/Y fwrizoMal MTSH-319 S 60 3/4' x 3Y Sd' x 30' 61 7/4' x 32 7/2' 2-30' Iwrizonbl S-6 Stand. Induded - 1-20' Vwrizontal 1-12' horizonml 2-16'verliml ADq-7532 T/S 83 31d' x 32 1/2' 75' x 3Y 831 /4° x 33' 2-50' Iwrimnml Inkgml 1 -25' Iwri=nniol ADA-7532 7/5 ~ 24'-0" 181-0" II , I I~ I ~ LIGHT POLE 't v U S U S U Q S > ~LANDSCAPING ~ Q ~ I ~ASPHALT N PAVING N I I M I ~ J I I N I O> I ~ • II ~ II _ . . . _I ~LANDSCAPING-\ I M.E. En ineers I~ DrawingTitle: pC~I/S(~6 nI'~QK(I~ F•7'~YVV-r Ih'avringNo.A'-I-Oj n-e~rx,rueeex wa FENTRESS BRADBURN ARCHITEQS LTD. ARCHITECTURE, INTERIORS, PL4NNING project No. 199922.000 Scale: ~ ~ ~ ~ s~ ~I~ Ske[ch No. 421 Broadway Denver, Colorado 80203 " FileNO. . RevisionDate: S'KA- ~t~ nx~a~F o~yamm~ : 303-722-5000 303-722-5080 FAX Date: ~ ~ ~ Issued To: ~ CTC-GEOTEK, INC. ENGINcERING TESTING WSPECTION ' , ' ' SOIL AND FOUNDATION INVESTIGATION ' ME Office Building West 43' Avenue and Kipling Street ' Wheat Ridge, Colorado ' , ' 1 ' ' PREPARED FOR: ME Engineers, Ina ' 4251 Kipling Street, Suite 400 Wheat Ridge, Colorado 80033 , Attention: Mr. Ted Prythero ' Project 992147 December 21, 1999 1 ' 155 SOUTH NAVAJO DENVER COLORADO 80223 303 698 1050 (FAX) 303 698-1053 TABLE OF CONTENTS Summary Page 1 Scope of Study Page 1 Proposed Construction Page 2 Field Investigation Page 2 Laboratory Testing Page 3 Subsurface Conditions Page 3 Foundations Page 4 Floor Slab Construction Page 6 Lateral Earth Pressures Page 7 Design and Construction Details Page 8 Earth Work Page 9 Concrete Page 10 Pavement Recommendations Page 10 Miscellaneous Page 13 Boring Location Plan Plate 1 Logs of Exploratory Borings Plates 2&3 Legend and Notes Plate 4 Gradation Plates 5&6 Summary of Laboratory Test Results Table 1 ' ~ US MMARY ' (1) The subsurface conditions encountered generally consist of 2 to 6 feet of fill overlying natural silty sands with gravels underlain by claystone-bedrock to the maximum depth investigated, 20 feet. Groundwater was encountered at approximately 7.5 to 10 feet below ' the existing grade at the time of drilling. ' (2) Based on the subsurface conditions encountered, it's recommended that the proposed office building be supported on a shallow foundation of spread footings placed on on-site undisturbed sands and gravels. ' (3) Slab-on-grade recommendations are presented in the text of this report. ' (4) A representative from our firm should observe the construction operations discussed in this report. ' SCnPE OF STUDY ' This report presents the results of a soil and foundation investigation for the proposed ME Office building to be located near the northwest corner of West 43rd Avenue and Kipling , Street, Wheat Ridge, Colorado. t The purpose of this study was to explore the subsurface conditions, obtain some data of the ' pertinent engineering characteristics of the underlying strata, recommend the most appropriate foundation system, develop specific foundation design criteria, attempt to ' evaluate risks of slab-on-grade construction, provide pavement recommendations and address other geotechnical factors in the proposed development. , It should be understood that economic and practical constraints limit our sampling and ' laboratory testing to only a minuscule of the total mass of soil which lies within the zone of ' influence of the proposed structure. ' ' 1 1 Our analyses, conclusions and recommendations are based upon the assumption that the samples of subsurface strata, which we observed and tested, are representative of the entire soil mass. PROPOSED C'ONSTRUCTION As we understand, the proposed development on the site will consist of a two story office building without any below grade space. Driveways and parking areas will be provided at the west side of the proposed building: The design loads are not known at the time of this report but are anticipated to be light to moderate. The finished floor slab elevation will be close to the existing grade. FIELD INVESTIGATION Eight (8) exploratory test borings have been drilled at the site, at the locations shown on Plate 1. The borings were drilled with a 3-1/4 I.D. hollow -stem power auger using a truck- mounted drill rig. 1 At regular intervals the drilling tools were removed from the boreholes and soil samples were obtained with a 2 inch I.D. California Spoon Sampler. The sampler was driven into , the various subsoil strata with blows of a 140-pound hammer falling 30 inches. The number of hammer blows required to drive the sampler one foot, or a fraction thereof, constitutes the ' penetration test. This field test is similar to the standard penetration test described by ASTM Method D-1586. Penetration resistance values, when properly evaluated, are an index to ' the soil strength and density. The depths at which the samples were taken and the ' penetration resistance values from the borings are shown on the Logs of Exploratory Borings, Plates 2 and 3. , 1 ' 2 , I I LABORATORY TESTING ' All samples were inspected and classified in the laboratory by the project engineer. Natural water contents, dry unit weights, Atterberg Limits, and gradation analyses were obtained ' from relatively undisturbed drive samples of typical materials encountered (see Table 1). , SUBSURFACE CONDITIONS The subsurface conditions encountered generally consist of 2 to 6 feet of fill overiying ' natural silty sands with gravels underlain by claystone-bedrock to the maximum depth ' investigated, 20 feet. ' The on-site natural silty sands and gravels are typically brown to light brown, slightly moist to wet, fine to coarse grained with some cobbles. As indicated by penetration resistance ' values, the sands were medium dense to very dense. ' The on-site existing fill is generally brown to dark brown, slightly moist to most, silty sand and clay with some gravel. As indicated by penetration resistance values, the existing fill ' was loose to dense. ' The on-site bedrock is typically gray to dark gray, moist to very moist, claystone bedrock ' with occasionally sandstone lenses. As indicated by penetration resistance values, the on-site bedrock was medium hard to very hard. ' Groundwater was encountered in the expioratory borings at approximately 7.5 to 10 feet ' below the existing grade at the tune of drilling. It should be noted that groundwater levels can vary with changes in precipitation, irrigation, drainage and land use. 1 1 ' 3 !J I I FOUNDATIONS ' Based on the subsurface conditions encountered and the proposed construction, it is recommended that the proposed building be supported on shallow foundation of spread ' footings placed on natural undisturbed on-site sands or compacted structural fill. ' Footings supported on on-site undisturbed sands or compacted structural fill would be designed using a maximum allowable soil bearing pressure of 3,000 psf with a dead-load ' pressure as high as possible. Footings should have a minimum width of 16 inches for ' continuous footings and 24 inches for isolated pads. We recommend that the foundation subgrade be evaluated and approved by a representative of our firm prior to placement of , footings. ' Prior to placement of spread footings, the on-site existing fill should be removed entirely beneath the footing. If an uniform footing bearing elevation is required, structural fill should , be placed to achieve the footing subgrade. ' If loose sand lenses and/or pockets are encountered on the footing subgrade, the loose sands ' must be excavated entirely. The removed sand should be moisture conditioned, replaced in 8 inch loose lifts and compacted to at least 98 percent of the maximum Standard Proctor ' density (per ASTM D-698) within f2 percent of the optimum moisture content. We recommend this process be observed and tested by a representative of our firm. , The shuctural fill should consist of inherently non-swelling, granular materials, such as silty ' sands, and should adhere to the following properties , Liquid Limit 30 or less Plasticity Index 10 or less ' Maximum Particle Size 2 inches or less Percent Passing No. 200 Sieve 10% to 30% ' 4 t ~ The structural fill should be placed in 8-inch loose lift, moisture conditioned and compacted ' to at least 98 percent of the maximum Standard Proctor density (per ASTM D-698) within 2 percent of the optimum moisture content. ' On-site existing fill must be further tested and approved prior to use as structural fill. Any ' clay soils should not be used as structural fill. Any imported material should be approved by a geotechnical engineer prior to use as structural fill. The quantity of the on-site soils ' available to be reused as structural fill is not known at the time of this report. Import of ' structural fili material should be anticipated. ' If groundwater is encountered at the bottom of excavation, the subgrade must be stabilized prior to placement of structural fill. The subgrade stabilization should ' consist of placing and compaction 2 to 4 inch diameter crushed stone or gravel until a stable subgrade is achieved. We highly recommend that this process be observed by ' a representative of our firm. ' The footings should be provided with adequate soil cover above their bearing elevation for ' frost protection, according to 1989 SEAC published data, a cover of 36 inches is typically considered adequate in Wheat Ridge, Colorado. ' For uniform building code seismic analysis (LT.B.C. 1997) the site can be considered to be ' in Seismic Zone 1 and Soil Profile Type Sc. ' We estimate the total movement of the footings designed and consiructed as discussed in this section will be on the order of 1 inch. The differential movement will be on the order of %z ' to 3/4 inches. I ' S 11 FLOOR SLAB CONSTRUCTION Based on the subsurface conditions encountered, the following measures are recommended for the slab-on-grade construction. A) All topsoil and organic materials should be removed from within the building envelop. The on-site existing fill should be removed to a depth of at least 4 feet beneath the bottom of the floor slabs. B) Floor slabs should be placed on a total of at least 4 feet of non-swelling select fill, including at the top, at least 12 inches of inherently non-swelling relatively impervious soils, such as silty sand or "crusher reject". The select fill material should be approved by the geotechnical engineer prior to it's placement. The select fill should be compacted to at least 95 percent of the maximum Standard Proctor density (per ASTM D-698) at a moisture content sufficient to minimize swell potential. The on-site sands are suitable to be used as underslab select fill. The on-site existing fill and any imported materials should be evaluated and approved prior to use as select fill provided that the s.well potential of the soils could be significantly reduced by proper moisture conditioning. ' C) Floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical moverraent. Joints (construction ~ joints/saw cuts) in the slabs at maximum spacing in accordance with ACI requirements. ' D) Kee}Lfloor slab subgrade moist during construction by occasional sprinkling. , E) No irrigation should occur for a distance of 6 feet beyond the building limits. , Those areas may be covered with decorative gravel or artificial lawn, or preferably pavement. All exterior joints (building-sidewalk, curb pavement, etc.) should be well ' 6 ' sealed. Roof downspouts should discharge on splashblocks, downspout extensions, or pavements to beyond the limits of the foundation backfill but not less than 6 feet from the buildings. Lawn watering should be minimized in the remainder of the site. F) Place a minimum 1 inch "void" above, or preferably below non-bearing partitions in slab-on-grade areas. Door jambs, drywall, heating and cooling equipment, etc., should be similarly protected. G) The floor slabs can be designed using a modulus of subgrade reaction value of 150 pounds per cubic inch. The proceeding slab-on-grade precautions with 4 feet of select fill would generally limit potential movements on the order of 1 inch. LATERAL EARTH PRESSURES Foundation Walls: Foundation walls would be comparatively rigid and should, in our opinion, be designed for `at resY lateral soil pressures. We recommend the backfill material against the foundation walls be a granular, non-swelling soil, such as the on-site sands, the lateral earth pressure may be estimated by using a equivalent fluid density of 55 pcf. However, if any clay materials are to be used as backfill the lateral earth pressure design value would be 80 pcf. TPmpmry Excavation Bracing: No temporary bracing is expected to be necessary for excavated areas if a 1-1/2 (horizontal) to 1(vertical) slope is maintained. Should bracing be necessary at some critical area or desirable for personnel safety reasons, we recommend that an `active' earth pressure of 40 x Z-150 psf be used, where Z=depth of excavarion (for example, if 7 a 12 foot excavation is planned, the temporary bracing should be designed for a lateral earth pressure of 40 x 12 -150=330 psf per linear foot). Retaining Walls: The data presented in the section of foundation walls is also generally applicable to site retaining walls with the following modifications: 1) The minimum width of excavation recommended behind the retaining wall, in order to reduce earth pressures and lateral soil expansion pressures, can be estimated as follows: width of backfill= H/1.7 where H is the height of the retaining wall. 2) The lateral earth pressure may then be computed by using an equivalent fluid density of 40 pcf with on-site sand backfill or 55 pcf with any clay backfill. 3) Drainage should be provided to prevent water build-up behind site retaining walls. Weep holes would be a suitable drainage provision. Resistance: Lateral pressures on retaining walls may be resisted by an allowable passive equivalent fluid density of 150 pcf. An allowable coefficient of friction of 0.4 may also be used in design. DESIGN AND CONSTRUCTION DETAILS Shallow Foundations: 1) Foundation walls should be well reinforced, both top and bottom and particularly around openings. This is to give them sufficient strength to resist slight differential movements which may occur in the bearing strata below foundation levels. 8 e 2) Care should be taken in excavating for the foundations so as to avoid disturbing the , subsoils. Any soils disturbed during footing excavation or preparation should be removed or recompacted prior to placing concrete, to 98 percent of the maximum ' Standard Proctor density within t2 percent of the optimum moisture content (per ASTM D-698). ' 3) Any loose areas encountered in foundation excavations should be compacted to ' dense, or excavated to dense material. ' 4) An allowable passive earth pressure using equivalent fluid unit weight of 150 pcf and ' an allowable coefficient of sliding friction of 0.4 may be used to resist sliding. , 5) Backfill around the building should be a non-swelling material; moisture conditioned and compacted to 95 percent of the maximum Standard Proctor density at a moisture ' content sufficient to minimize swell potential. The exterior grades should be well sloped away from the structure. A minimum slope of 6 inches in the first 10 feet is , recommended. However, a slope of 3.5 inches in 10 feet could be used in paved , areas. ' EARTH WORK All topsoil and organic materials should be removed from proposed building and pavement ' areas. ' We recommend that cut and fill slopes generally be no steeper than 2(horizontal) to 1 (vertical). Steeper slopes may be suitable but wiil need to be individually considered. ' , Structural fill refers to the fill material to be placed beneath the foundations. Please see Foundation Section for structurai fill selection and placement criteria. , 9 , Any select fill used beneath the floor slabs and azound the building should be a non-swelling material. The on-site sands, exclusive of topsoils and organic material are suitable to be used as select fill. Any on-site existing fill or imported materials should be further evaluated and approved by a geotechnical engineering prior to it's placement. Select fill should be compacted to at least 95 percent (98 percent beneath any foundation elements) of the maximum Standard Proctor density (per ASTM D-698) at a moisture content sufficient to minimize swell potential. The necessary moisture content of any material would be determined at the time of approval. The moisture content of essentially granular material, such as sand, would not be critical and could be placed within f2 percent of the optimum moisture content. Fill in landscaped areas may be placed at minimum of 88 percent of the maximum Standard Proctor density with no moisture control. CONCRETE . A sulfate concentration test performed on the subsoil sample indicated sulfate concentrarion on the order of 0.01 percent. This concentration represents negligible degree of potential sulfate attack on concrete. However, as a precautionary measure, we recommend Type II cement be used for all concrete exposed to earth. PAVEMENT RECONIMENDATIONS The pavement subgrade materials are generally expected to be silty sand and clay. This material typically classify as A-7-6 material according to the AASHTO Classification System. A Hveem "R" Stabilometer value of 10 and a modulus of subgrade reaction value of 120 pci would typically be expected. 10 Based on the assumed traffic loads, the following minimum pavement sections are recommended for the pavements: 1) AUTO AND/OR LIGHT TRUCK PARKING AREAS (EDLA OF 2) 1) 5.0 inches of full-depth asphalt; OR 2) 3.5 inches of asphalt overlying 6 inches granular base course; OR 3) 4.5 inches of concrete 2) DRIVEWAYS, TRUCK PARKING AREAS, LOADING/UNLOADING AREAS (EDLA OF 301 1) 7.5 inches of full-depth asphalt; OR 2) 5.5 inches of asphalt overlying 8 inches granular base course; OR 3) 6.0 inches of concrete We highly recommend concrete pavement section be used in the areas where truck turning rrlovements are concentrated, including trash dumpster areas. Concrete pavements should have a rough fmish to help mask cracking. All new fill in pavement areas should be a non-swelling material and should be compacted to at least 95 percent of the maximum Standard Proctor density (per ASTM D-698) at a moisture content sufficient to minimize the swell potential. The necessary moisture content of any material would be determined at the time of approval. All topsoil and organic materials should be removed entirely in the proposed pavement areas. 11 Prior to placement of paveinent section or acceptance of new fill, the upper 12 inches of subgrade should be scarified, moisture conditioned and compacted to at least 95 percent of maximum Standard Proctor density (per ASTM D-698) with t 2 percent of optimum moisture content. The subgrade should be adequately moistened and compacted at the time of actual paving. Prior to placement of pavement sections, pavement subgrade should be proof rolled with a heavy pneumatic-tired vehicle, such as a loaded dump truck of approximately 20,000 pounds. Any soils which are noted to be pumping or deforming excessively under the moving wheel loads should be removed and replaced with a properly compacted and approved material. It is recommended that this operation be observed by a geotechnical engineer. The granular base course should meet Colorado Highway Department specifications. The use of Class 6(3/4 inch maximum size) aggregate is suggested. The base course should be compacted to at least 95 percent of the maximum Modified Proctor density (per ASTM D- 1557). The asphalt (hot plant mix) should also meet Colorado Highway Department specifications. We suggest a specific job mix formula meeting Grading C(3/4 inch maximum size aggregate) be used. The asphalt mix should have a minimum Marshall stability of 1,800 pounds and a flow of beriveen 8 and 18 (ASTM D-1559). The asphalt should be compacted to at least 95 percent of the density obtained from laboratory specimens made in accordance with the Marshall method (per ASTM D-1559). 12 ~ Adequate surface drainage provisions should be made so as to prevent water flow into the , subgrade soils beneath the pavements. The life of any pavement structure is greatly diminished by improper drainage. ' MISCELLANEOUS ' In any geotechnical investigation it is necessary to assume that subsurface conditions do not change greatly from those indicated by our exploratory borings. However, our ' experience has shown that anomalies do sometimes become apparent during construction. ' For this reason, we recommend that a representative of our firm observe the conshuction operations discussed in this report. ' Respectfully submitted, , CTC-Geotek, Inc. ' By; Reviewed by: Jie Yu, P. E. ' Project Engineer JI':RS/jg ' 1 copy sent 1 copy to: Fentress Bradburn Architects, Ltd. ' 421 Broadway Denver, Colorado 80203 ' Attn: Mr. Bob Louden 1 copy to: MNA, Inc. ' 4251 East Virginia Avenue Denver, Colorado 80246 Attn: Mr. Naim Nassar 1 ' , 13 ~qL' REG SCq ; U.p 27065 P. E. Senior Engineer ' B-5 P-3 B-4 B-2 B-1 P-2 ~ B-3 P-1 ~ BORING LOCATION PLAN CTC-GEOTEK I 155 S. Navajo • Denver, CO 80223 • 303-698-1050 -SCALE: Vertical NT5 ME Office Building 11 DRAWN BY:JY Horizontal rrrs West 43rd Ave. and Kipling Street CHECKED BY: RS Wheat Ridge, Colorado oATE: 12/20/99 Joe go 2147 1 PLATE 1 B-1 00 90 0 70 60 50 43 32 50/8 50/6 50/6 50 50/9 50/6 50/6 50/6 B-3 B-4 14 50/6 50/6 50/6 50/8 100 8 50/8 21 90 50/6 50/6 80 70 60 50 ~ w LL z z 0 a > w ~ w CTC-GEOTEK LOGS OF EXPLORATORY BORINGS ME Office Building West 43rd Ave. and Kipling Street Wheat Ridge, Colorado 155 S. Navajo • Denver, CO 80223 • 303-698-1050 DRAWN er: JY SCALE:Vertical NOT TO SCALE CHECKED BY: RS Horizontal NOT TO SCALE DATE: 12/20/99 JoB 90 2147 PLATE 2 B-2 B-5 P-1 P-2 P-3 00 90 80 70 60 50 19 50/11 23/6 50/6 50/5 LOGS OF EXPLORATORY BORINGS 100 24 50/10 750/8 50/7 i 42 50/10 90 80 70 60 50 ~ w w ~ z z 0 a ~ J W CTC-GEOTEK I 155 S. Navajo • Denver,. CO 80223 • 303-698-1050 SCALE:Vertical NOT TO SCALE ME Office Building DRAWN ev: JY CHECKED BY: RS Horizontal NOT TO SCALE West 43rd Ave. and Kipling Street onrE: 12/20/99 992147 3 Wheat Ridge, Colorado J08 N0. PIATE Existing fill, silty sand and clay with some gravel, brown to dark brown, slightly moist to moist, loose to dense. 13 Silty sands and gravels, natural, brown to light brown, slightly moist to wet fine to coarse grained with some cobbles, medium dense to very dense. ~ Claystone bedrock, grey to dark grey, moist to very moist, medium hard to very hard. Sandstone bedrock, blue to grey, moist to very moist, hard. i Groundwater level at the time of drilling NOTES: (1) Borings B-1 through B-5, P-1 through P-3 were drilled on October 21, 1999 with 3-3/4 I.D. hollow stem power augers. (2) Stratification lines represent approximate boundaries. (3) The logs only show conditions at the time and location indicated. (4) Groundwater was encountered in the exploratory borings at the time of drilling. (5) 43 indicates 43 blows of a 140-pound hammer falling 30 inches to drive the sampler 12 inches. 50/8 indicates the number of blows for 8 inches of penetration. LEGEND AND NOTES CTC-GEOTEK I 155 S. Navajo • Denver, CO 80223 • 303-698-1050 I DRAWN er: JY SCALE:Vertical NOT TO SCALE ME Office Building Horizontal NOT TO SCALE West 43rd Ave. and Kipling Street CHECKED BY: RS Wheat Ridge, Colorado oa,rE: 12/20/99 Joe 90 2147 PLATE 4 Y PERCENT RETAINED N W N v~ 0 O O O O O O O O O O ~ N Y J O Z r O ~ ~ N c+l ~ u1 (0 f~ c0 0) ' . 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U i = 133d NI H1d30 It cli c\l ~ LLJ P 'ON 3ldWtlS U U U U U w w Z u W 'ON °JNI808 ~p m m m d r W J m Q F ❑ w x U a ~ ~ m o Q F T Q N J O Q N N ~ N C p N fn a o y U F- W O m o ? = ~ ~ N 9 V N N'% r o m o> 3 m W U(7aKNH Q b c7a~ln3~ z 0 ~ 0 °a W O Z 0 m `m d H ` L N n y E 0 = U m m m C~ > c m a > Z cj~.. W cp - m m ~ O C U U I- c o 0 m :Dfaa 0: W U U U U 2 h N W O Z d „a d nE ° E~ m E m~n m E a N i'o ~ w a E .0 a mhmE~- ~ ~mrnaEd ~ QQmU=wtLn a Q QQ~NUS=N y W r O z BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at ~v ' ~43 ~ rJ ~t You are hereby notified to correct the foregoing violations. When corrections have been made, cail for inspection. Date Inspector tor Builtling Dept. FORM WR622 I have this day inspected this structure and these premises and DO NOT REMO~ THIS TAG have found the following violations of City and/or State laws gov- erning same: S- 6-00: 2:61PM;FEPJTF.655 6RADBUFN tI Fentress Bradburn A R C H I T E C T 5 L T D. Architeclare • Inferiors • Planning .303 i< c 5080 t/ 2 Report of Contact 421 eroadwaY Denver, CO 80203 303.7225000 7el 303.722.5090 Fax smdio@fenireszbmdbern.mm www_knlressbmd6um.com ConlacY Nama ~~~e~s[,'. Dale: 3 M8TCF1, 2000 Company: ElevatorInspector Projecr. 'Wr.~"nguieeis~` Repon ey: Jonathan Coppin Projed No: 199922.000 Subjed: Elevatorinachineroom door Present Copies To- Darin Morgan , Ciry of Wheat Ridge 303 • ojW- • a85 7 ' Bill Goodman , CG Construction ~3- 42 I •4-74-r"j Ted Prythero, M-E Enaineers 36~3- 45LI- a?;3f Comments Fentress Bradburn Architects contacted the elevator inspector Randy Pabst to discuss the comments received on the Elevator Plan Review dated February 20, 2000 for the M-E Engineers office buildiug. The elevator inspector confirmed that the elevator machine mom door can swing into the room as shown on the consh-uction documents. The elevator machine room dimensions are large enough to accommodate all code-required cleazances along with the door swinging into the room. The machine room equipment must be arranged as shown on the attached sketch SKA-014 to insure proper cleazances. M-E Engineers Theaboverepres¢nkauru~+tla5~andingofwbjepsdisassetl.tlecisionsreadied,aMadioniobeteken.Ifanyiuem5arenot byourwderstanEing. PO82 I Of 1 Wease aaNSa Uvs oRce. a- E-00; 2:51GM;FENTaEHS BRAG2UF:N ,aoa 722 soao s 2/ z LINE DISCONNECT ' SUMP PIT 6 .1.0 LADDER • 1 9.1.03 ~ M.E. En ineers Drawing TiNe: r,_v. M 6WI AJ6 IhawingNo. FENTRESSBRADBURNARCHITECTSITD. ARCHITECTURE, INTERIORS. PIANNING ProjecxNo. 199922.000 Scale: q^ SheuhNo. 421 Bmadway Demeq Cobmdo 80203 File No. Revisio Dam: a'3 L}~' 00 SKA-O J 4 .~+m~i:mRkm:x 303J22.5000 303-7225080 FA% Date~ O ~ IwuedTo: ENLARGED CORE PLAN SCAtE: V4" = 1,-0" Fentress Bradburn A R C H I T E C T 5 L T D. Ar<hitecture • Interiors • Planning Transmittal 421 Broadway Denver, CO 80203 303.722.5000 Tel 303.722.5080 Fax stud io@(entressbra dbu rn, com www.fentressbmdburn.com 70: Darin Morgan Date: 8 March, 2000 Compooy: City of Wheat Ridge Projecr : - En ineers I c) pS S Address: 7500 W. 29th AVenue Project No: 199922.000 Wheat Ridge, Colorado 80215 ~ Fax 303-235-2857 Number of Pages Including Cover: Sent Via: Messenger s To: X Copies Date Description 1 3/07/00 Elevator Plan Review response Comments: For your information Signed: Jonathan Coppin The informalion contained in this trdnsmission is confdential anE ptlvate; it is intentle0 only Por the use of 1he intlivitlual(s) or entity(s) to whom it is atldressetl. The informalion may be pnvileged, pmprietary antl exempt from Gisclosure untler applicable Fetleral, State or other law. Any recipienl of this iransmission, other than the intended recipient or the employee or agenl responsible for tlelivery of this irensmission to the intended recipienl, is hereby notifietl not to tlisclose, dislribule, or wpy this trdnsmission, or take or refrain fmm taking any action in reliance on this t2nsmission. 1f this documenl has been iransmitted in ertor, please notify the sentler immediately by telephone or faaimile to anange prompt retum of the transmission or other appropnate action. Fentress Bradburn A R C H I T E C T S L T D. Archifecfure • Inferiors • Planning 7 March, 2000 Darin Morgan, Building Official City of Wheat Ridge 7500 West 29`h Avenue Wheat Ridge, Colorado 80215 Re: M-E Engineers Office Building Final Development Plan Submittal Project 199922.000 Dear Darin: 421 Broadway Denver, CO 80203 303722.5000 Tel ' 303722.5080 Fax ' studio@fenfressbradbum.mm www.fentressbradburn.com This letter is intended to serve as our response to the City of Wheat Ridge's Elevator Plan Review dated 20 February, 2000 of the Final Development Plan for Lot 1 of the Onyac Pazk Development located on West 43`d Avenue in Wheat Ridge, Colorado. The comments by the Elevator Inspector have been incorporated into our documents. • We have added, deleted, modified and clarified the information per your requests. The construction documents have been updated per the attached Change Directive Issued to the contractor. • With respect to the door swing direction of door 114, comment 1, we have agreed with the Elevator Inspector that the door can swing into the room as shown on the constnxction documents. In order to maintain the discussed clearances, the elevator machine room must be laid out per the attached sketch SKA-014. This is per our conversations with Elevator Inspector Randy Pabst on March 3, 2000. Our Mechanical Engineer has been in contact with the Building Deparhnent and has resolved all outstanding issues regarding the comments received on the Elevator Plan Review. Their changes are aiso incorporated within the attached Change Directive. It is our understanding that by making this submittal we will have met all requirements of the City of Wheat Ridge Planning Commission and Building Department. If you have any questions please do not hesitate to contact us. Sincerely, Fentress Bradburn Architects Ltd. Jonathan Coppin c: Ted Prythero, M-E Engineers Bill Goodman, CG Construction Inc. Fentress Bradburn A R C H I T E C T 5 L T D. Archite<ture • Interiors • Plonning Change Directive 421 Broadway . Denver, CO 80203 303.722.5000 Tel 303.722.5080 Fax stud io@fentressbradbu rn.com www.fentressbrodburn.com To: Bill Goodman Company: CG COl]Sh'UCtlOri From: Jonathan Coppin Copies To: Ted Pryfhero, M-E Engineers Elie Hamamji, MNA, Inc. Mace Pemberfon, MNA, Inc. Date: 6 Mazch, 2000 CD No: 001 Project: M-E Engineers Project No: 199922.000 You are hereby directed to proceed with the changes to the Contract as described below. The Contract Sum or Contract Time will be modified as provided for in fhe General and/or Supplemenfal Conditions of the Contract. Please submit, within 14 days, an itemized breakdown of all costs and time impacts (with complete back-up documentation) for fhe work described below. This Change Directive becomes effective immediately when signed by the Architect and the Owner and received by the Contractor. Description: 1. ADDENDUM 2 ITEM 31 REUSE deleted detail 2/A6.1.03 for trash enclosure walls. 2. ADDENDUM 2 ITEM 46 REUSE deleted detail 4/S3.1 for trash enclosure walls. 3. PROJECT MANUAL SECTION 08710 Door Schedule MODIFY fire rating of door 114. 4. PROJECT MANUAL SECTION 08710 Door Hardware Schedule MODIFY hardware set 6 to add door closer. 5. PROJECT MANUAL SECTION 08710 Door Hardware Schedule MODIFY hardware set 12 to add description. 6. ARCHITECTURAL DRAWING A2.2.01 REVISE detail 3/A2.2.01 per clouded area on the drawing. Re: sketch SKA-014. 7. STRUCTURAL DRAWING S3.1 REVISE detail 3/S3.1 per clouded area on the drawing. Re: sketch SKS-004. 8. MECHANICAL DRAWING MEP1.2 DELETE sewage ejector schedule Re: SKE-007. 9. MECHANICAL DRAWING M2.1.01 REVISE per clouded area on the drawing to add fire dampers. Re: sketch SKM-003: M-E Engineers C.D. NO. 001 Page 1 of 2 10. MECHANICAL DRAWING M2.1.02 REVISE per clouded area on the drawing to modify damper type from fire/smoke to fire. Re: sketch SKM-004. 11.MECHANICAL DRAWING M2.1.02 REVISE to modify duct route from VAV-2-1 to avoid roof hatch. Re: sketch SKM-004. 12. PLUMBING DRAWING P2.1.01 ADD canopy drain Re: sketch SKP-003. 13. PLUMBING DRAWING P2.1.02 ADD canopy drain Re: sketch SKP-004. 14.ELECTRICAL DRAWING E0.1.01 REVISE panel schedule "H1" to delete sewage ejector "SE-1 "circuit. Re: sketch SKE-004. 15.ELECTRICAL DRAWING E2.1.01 DELETE sewage ejector pump "SE-1". Re: sketch SKE-005. 16.ELECTRICAL DRAWING E2.1.01 DELETE smoke detector in elevator pit. Re: sketch SKE-005. 17. ELECTRICAL DRAWING E2.1.01 MODIFY light switch location in elevator pit. Re: sketch SKE-005. 18. ELECTRICAL DRAWING E3.1.01 DELETE exit light at main lobby. Re: sketch SKE-006. Prepared By: Accepted By: Accepted By: Architect Owner Contractor M-E Engineers C.D. NO. 001 Page 2 of 2 0 0 N ~ ~ ~ F ~ ~ a H A a ~ TW` V w 0 a ~ z W ~ x a N E N ' Y w Q ~ o ~ ;C A F ~ 6 x o ¢ an o 0 0 0 4 0 0 o , N Q Q Q m Q ~ e i L e e b ~ ~ v i v i ^ v i, v i a s»=: ~ r-, 5 rz; ¢ F ~n . ~ rr c~ ¢ ¢ a ¢ ¢ ¢ ¢ ¢ a ¢ ¢ ¢al w w F ~ a 3` G ~ : ~ N N N N a0 v) v~ ~O ~D oo vt h 'C ~0. m O~ v i i~ ~ Y ; v O a a a v v a v v a v v a a v v v F ` M m ~n M m ~n M m ~n c'i m ~n ~n r+ n+ m m m z ` U Q.. c q q o q q o o o o q o o oq O O , s ¢ a. . O O G O O O O O O 4J O O q O ~ N O 3 m p~ ~n in in m in M m M M m ~n ~n m in. w 9 yMfi § i ' c ' ' ` F ~ F F v F m ~ F m F m F m F w ~ F m F m ~ F[=+. mm F rn F rn y~ w ' ~ ~ n w ~ . s~ J~s < ' , ~ ~ Q Q p ~ Q 3 Q 3 Q 3 Q 3 x Q 3 Q 3 p 3~ Q 3 q 3 Ts ~ 3 3 3 3 ~ : F ~ LU Q 4. 4. 6 {17 Q Q Q Q L*7 4. Q C. . (A q A ~F x z z a z a z z x z x z a z x z a z x z x z a z a z x z a z a z ~ ; w 4U N a ICG: S O O O O O O O O O ~ N ~+1 S ~ ~O O~ O O O z ~1= ' 0 V O u z ' V S ~ ~ V ~i I~ ~ d 3 'd L u 0 0 0 ~ 0 C .FJ A a y d O S ~ ~ c 5 d 9 s o- y ~ s ~ c°a a ~ .r N tn V ~ ~ N N .P. s w z 431 ~ BID PACKAGE 12/17/99 HW6 UTILITY ROOMS EACH DOOR TO HAVE: 4 EA. BUTTS (HA) BB1279 4.5 X 4.5 1 EA. LOCKSET (SC) D80PD ATH X 10-025 1 EA. FLOOR STOP (HA) 241F 3 EA. SILENCERS (HA) 307D 1 EA. `CLOSER WI STOP (DO) 7801 DS HW7 STORAGE ROOMS EACH DOOR TO HAVE: 3 EA. BUTTS 1 EA. LOCKSET 1 EA. FLOOR STOP 3 EA. SILENCERS (HA) BB1279 4.5 X 4.5 (SC) D53PD ATH X 10-025 (HA) 241F (HA) 307D HW8 EXTERIOR EACH DOOR TO HAVE: 3 EA. BUTTS 1 EA. LOCKSET i EA. CI,OSER W/ STOP 1 EA. THRESHOLD 1 SET WEATHERSTRIP 1 SET WEATHERSTRIP 1 EA. ARMOR PLATE 1 EA DOOR CONTACT (HA) BB1191 4.5 X 4.5 NRP (SC) D80PD ATH X 10-025 (DO) 7801 DS (NG) 613 (NG) 2525 HEAD AND JAMBS (NG) 200NSS BOTTOM RAIL (HG) 36" X 2" L.D.W. X.050 HW9 TYPICAL SLIDING CLOSET EACH PAIlZ TO HAVE: 1 SET BY-PASS SET (HA) 9875 SERIES, SIZE TO OPENING 2 EA PULLS (HA) 17N 3 BID PACKAGE 12/17/99 EACH DOOR TO HAVE 3 EA. PIVOTS 1 EA. LOCKSET 1 EA. CLOSER W/ STOP 1 EA. THRESHOLD 1 SET WEATHERSTRIP 1 SET WEATHERSTRIP 1 EA DOOR CONTACT (KN) OFFSET PIVOTS (SC) D25D ATH X 10-025 (LCN) 4040 SUPER SMOOTHEE (KN) OFFSET PIVOT (NG) 2525 HEAD AND JAMBS (KN) 38-560 BOTTOM RA1L HWl l EXTERIOR STOREFRONT EACH DOOR TO HAVE: 3 EA. PIVOTS 1 EA. PANIC DEVIC 1 EA PULLS 1 EA. CLOSER W/ STOP 1 EA. THRESHOLD 1 SET WEATHERSTRIP 1 EA DOOR CONTACT 1 EA POWER TRANSFER l EA POWER SUPPLY (KN) OFFSET PIVOTS (VD) EL35NL-OP (K N) CS-9 ARCffiTECTS CLASSIC (LCN) 2030 OVERHEAD CONCEALED (KN) OFFSET PIVOT (NG) 2525 HEAD AND JAMBS (VD) EPT-218 (VD) PS-872 HW12 EXTEI2IOR TRASH ENCLOSURE EACH PAII2 T'O HAVE: 4 EA. HINCiE (HA); BB1991 12" STRAP _ 2 E.A. PULL (FTA)- P8N 1 EA. CANE BOLT (HA) 1408 18" LENGTH 1 EA. GATE LATCH (HA); 1934 4 ~y E2-s y . ~ A 1 o ~ 2 ----------------FE-~-- POWER UNIT E2 CONTROLLER ~ A ~ ELEV.M.RM ~ 114 , M _-e" ~ MAIN LINE DISCONNECT 2'x2' SUMP PIT o ~ TA-9 ~ i ~ , i ° MEN tn-z co ~ ;5'-0'/2" 71" EAR F C I 1 v 9 ~ E2 ; I A - ~ A8.1.03 a ' W 13 - C TA'1 M V U ~ E2 E2 ,n A? , N E _ A F2 5 A - A8.1.03 TA'4 I tn E2 2 E2 1 A - A ' iW TA'1 I / 6 .1.03 4; ~ PIT LADDER 1 9.1.03 ~ M.E. En ineers DrawingTitle: F,4r_(/ DawingNo. xeeuCUem v:e FENTRESS BRADBURN ARCHITECTS LTD. INTERIORS, PIANNING ARCHITECTURE Project No. 199922.000 Scale:' 11 / Ske[ch No. , 421Broadway Denver, Colorado 80203 FileNo. Revisio Date: SKA- D,¢ ~Ew.wire:i~we~kazca ea.muerar.eee 303-722-5000 303-722-5080 FAX py~. do ~ IssuedTo: 3 ENLARGED CORE PLAN A2101 A2.2.01 SCALE: U4" = 1,-0" \ / M.E. Engineers Drawing Ti[le: cf>vMp [7-° ~1 Drawing No. . neeucweecs.we. MNA ENGINEERS 4521 E Vir inia Ave Suite 200 ProjectNo. Scale: p • SketchNo. xc.xa iezzre u.e ea . g , Denver, Colorodo 80246 3033775601 . File No. R~evizsion Date: ~v Olo~AO 5'~- ~4 . . i m ea,r,xnnc~,wveEea 303377L656FAX Date: IssuedTO:~~ r z/z•d •ONr •dNw wdis:20 00. 90 aCW t ~3 D n j,$ amo ~e ^ ~a ~ V } O Ad mm ?m o ~ ny sa eg 0 ~ 0 g a "n B~ 0 3 n aM . 3 p m PROJECT, M-E OFFFICE - CCD u1 NUMBER- 3636 DATE. oa-as-oo DRAWN BYt CLR CHECKED BY- AES c m ~ `0 3 Po n ~CO~ a ~ 4 ~~m g = p A ° ~ wm pg * g n nA 3 ~ 4Y nn p y v 33 ~ E , ` ri y 8 ~ s~ n i ]]]y E ~ A ~p2 a ~ ~ 1 ~ 03 ~F E ~ AA A 3 SKETCH NO.. SKE-007 REF SHEET. MEP1.2 FwT 4251 ~IPpNG ~7 SUffE [~00 PJDQE, eoLoRpno 90033 PNDNE (303) 421 -C5 FM:13031421-0331 ~ i FIRST FLOOR MECHANICAL PLAN SCALE: 1/8" = 7'-0" PROJECT, M-E OFFFICE NUMBER, 3636 DATE, 03-06-00 DRAWN BYs Tc CHECKED E3Ys Js SKETCH NO.s SKnn-003 - CCD a1 REF SHEET, M2.1.01 M-E E+w-cu, 14e. 251 ~IPUNG ~RE 400 DIJ 80033 ~E, COLORA IrmsT 03) 04655 fAX: (303) 421-0331 n E:5 Y ~ SECOND FLOOR MECHANICAL PLAN SCALE: 1/8" = 1'-0" PROJECT, M-E OFFFICE NUMBERs 3636 DATE, os-os-oo DRAWiV BYs Tc CHECKED BY, Js SKETCH NO., sKM-ooa - CCD x1 REF SHEET, nn2102 M-E E+WAU, (4-C• 4ZS1 KIPUNC, SfREEf SVtfE 400 WHEAT P.IDC'iE, COLORA4D 90033 PNDNE:1303) 4214655 fAX: 531421-0331 n E:5 Y E:5 E:9 F ~ ~ 3e 2 w . I I I 'Ed ~ I I 101 ~ ~ LOBBY I 7 I to0 ~ I FIRST FLOOR + SCALE: 1/8" = 1'-0" ' IN GOLUMN DAYLICzHT GANOPY DRAIN UJI?H DO-I PLUMBING PLAN PROJECT, M-E OFFFICE - CCD a1 NUMBER, 3636 DATEs os-os-oo DRAWN BYs Tc CHECKED BY, Js S6CETCH IVO., SKP-003 REF SHEETs P2•1•01 F M-E I.~• 42si ~PUNG sr~' suRE 400 WNEpT ~C)E, CDIORAaO 90033 FNDNE:1303) 4114655 FRX: (303) 421-0331 E:5 E:9 F . OZ'RD-l (D I OPEN ~ I i TO BELOW i ~ I I SECOND FLOOR PLUMBING PLAN SCALE: 1 /8" = 1'-0" PROJECT, M-E OFFFICE - CCD u1 NUMBER, 3636 DATEs os-os-oo DRAWN BYs Tc CFlECKED BY, Js S0'CETCsH No.s SKP-004 f3EF SHEETs P2.1.02 FG M-E E~.~:.:•c4a , ZS1 ~1DUNG ~ SU(tE 400 RI DC,E, COIORABO 80033 03) 4214655 W. (303) 421-0331 M E E N G I N E E R S, I N C. ME OFFICE PANEL : H1 Primted ➢e,enber 15, 1999 ll:22am LGCAiION~ ELEL RDDM 480/277 YOLiS 3 PHHSE 4 NIRE 300P BUS AIC SURFACE 300 LOA➢ 4 A P LB CN 0 CN C9 P V F LOA➢ 1ST FL FLOUR LTG 2,425 1 20 1 A 2 20 ] 90 UNOERCOVER PKG LT 2ND FL CORR/TLT LTG 2,500 1 20 3 B 4 20 1 300 UNOERCOVER PKG LT OFFICE LTG 2,400 1 20 5 C 6 20 1 1,160 PRRKING LT DFFICE/GORR LTG 2,940 1 20 7 H 8 20 1 SPAR OPEN OFPILE LTG 2,304 1 20 9 B 10 20 1 864 EF 4 COFFEE/LIHRARY LTG 3,429 1 20 11 C 12 20 1 R OPEN OFFICE LTG 3,744 1 20 13 A 14 OPEN OFP/TELE/LOBBY 2,686 1 20 15 B 16 2Qfl 3 SPAR SPARE 1 20 17 C IB SPARE 1 20 79 P 20 20 1 S nR SPPftE 1 20 21 H 22 831 SPARE 1 20 23 C 24 20 3 831 P SPARE 1 20 25 A 26 831 SPARE 1 20 27 B 28 831 SPFRE 1 20 29 C 30 20 3 831 P SPNRE 1 20 31 A 32 831 SPARE 1 20 33 H 34 20 1 SPARE SPARE 1 20 35 C 36 20 1 SPnR SPARE 1 20 37 F 38 20 1 SPnRE SPPRE I 20 39 H 40 20 1 SPHR SPHRE t 20 41 C 42 20 1 SPARE L D A 0 S U M M A R Y P A N E L H 1 ph R 14,461 V A( 52.2 F) LTG. 25,829 Y A X 1.25 = 32,286 4 A ph B 12.990 V F ( 46.9 P) MISC. 11,502 V A X 1.00 = 11,502 V A ph C 9,880 V-A C 35.7 A) IDTPL 37,331 V-F CONN. TOTAL DEMRND V A TOTAL DEMANO AMPS NOTES- 43,788 53 PROJECT. M-E OFFFICE - CCD a1 NUMBERs 3636 M-E 11416. DATE. os-os-oo 4251toPlINGma 5UtfE400 DRAWN BY, CLR tUNEf(iP.IDGE,COlORAD080033 CHECKED BY: AES pNDNE:f303)4t1d65SfAX,6D3)421-0331 SKETCH NO.- SKE-004 REF SHEET- E0.1.01 ' UP120YIDE 4°x4'x2'ie° JUNGTION BOX MOUNTED ON WALL WITN CU I' GONDUIT ORIGINATING FROM NEAREST TELEf'HONE ROOM. 3 DEDIGATED PHONE LINE BY OTI-IERS. S O O9 LICsHTINCs CONTROL PANEL FI1RNI5HED BY 0117NER. INSTALLATION AND ~ GONNEGTIONS BY 1 GONTRAGTOR 1 ! I0 TVSS Fl1RNISNED BY ~ OWNER INSTALLATION AND CONNECTIONS BY GONTRACTOR ISm RIA:S A4 c. T ZTpO 4 Im ~ • R1A RIB iCz CN7L ANEL NI --~---.-.1.----- - -qI---- 0 ~ FIRST FLOOR ELECTRICAL PLAN SCALE: 1/8" = t'-0° PROJECT- M-E OFFFICE - CCD a1 NUMBER, 3636 DATE. 03-06-00 4251KIPLWGSIREET SIIffEy00 DRAWN BY, CLR lF EA1 PJDf,E, CDlORA110 80033 CHECKED BY, AES pNDNE:603)4t1d(5SW:1303)421-0331 SKETCH NO.- SKE-005 REF SHEET- E2.1.01 ~ FIRST FLOOR LIGHTING PLAN SCALE: 7/8" = 11-0" PROJECT, M-E OFFFICE - CCD a1 NUMBER- 3636 DATE- 03-06-00 FmCAT 2S1IUPUNG~7 SUffEy00 DRAWN BY, CLR P JDGE,CDIORAB0800;3 CHECKED BY- AES pHONE:1303)421-66SSFM:(3D3)O-0331 SKETCH NO.- sKE-oos REF SHEET, E3.1.01 Aug-21-98 11:54A OEVREVFAX 1- A X c b P'\1 DEPARTMENT OF PLANNING AT1D DEVELOPMEN T BU1LDiNG INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 303 235 2857 P.01 Building Permit Number: toGrO I Date : Properry Owner: Xff\L ey\C1 j y~~.~S i yy`C, J Phone: x 303- ~!a!-!Q(QSS Property Address I C) 05 -rj w. y 3 rd V~-v •2. ConVactor License No. : x Phone : X 303 ' 190 -gjr(D (p CompanY : K `T1.,,<<-P,fn OWNERlCONTRACTOR SIGNATURE OF AND AGREG YIENT I he2by certi(y lhat the setbad distances proposed by Mis pem+il aDDliqtion are aca rate, and do not violate a001iwble ordinances, iules Of rEgulations of the City of NTeat Rid6 e or covenanls, easemenls or restrictions o( reCOtd; Ihal aU measutemenls shown, and allc )ations made are accu2te; that I have read and ayree 10 abide by all condilions pn^ted on thi application, and thal I assume full responsihil"Ry for w~ym_~0liance wilh the Wheat Ridge ~uiidin Code (U.B.C.) and all oUer applicable Wheat kidge rdina r woAc under this p (OWNER)(CONTRACTOR) SIGNED • , DATE Descrio6on : C-A-,0W0-A-tI-- ~ Approval Zoning : mrdm9}gmnmmm Approvai: P_o91C~N8fR~Gaff~~f1-~ Approval: BUILOING Occupanry : Walls : Roof : Aories : Electrical Licertse No : Company : Ezpiralion Date : Approval: Ptumbing License No : Company : Expiration Date : Approval: ConsWction Value : x ~'7.. ~ o: z j'~ 1. Permit Fee : ? t • 1 Use Taz : Total: $0.00 use: ✓ SIC:~1 S L: iJfJ y ^~n0 Mechanical License No : Company: Expiration Date : Approval : (1) rnis aermm vns lssuea m aoeoNance vriln u,e wwisims xt rna, m yow acdKafia,: d la :uejea ro me 1-I a u,e sbte a caoraao n,a m me za+inq WdYON ]M BYikillt~ ~.OAG 01 W11lif R{~0 ~.01UI]40 N ill)' OIIKr lOqp~ ~Nl If0l5 Of N<<i~l'/ (21 (21 D~m„ siv~ ezWa d(A) Ne work a W~a¢eC b na aommenmd wiwn swQ' (60) Ea s hom Issue aate a(8) Me nu3d'++0 +uawtW e auspaded a abanEOne01u i Deriod of 120 Caya. iuve baa~ v wiM be maEe in tlro (a) If Nis permt asqro. a new pemut mry De w7ukM lu a lee d aK-naM Va amwnt nl mW R4~.0~~ ~p ~Ws aiginal Dians an0 aPecificWs ind aM' iusqension or aW ndonment ha: not etceebt ona Year. fl dun9es ua maEe a if wsperuim or aOanEmnnnt exceeda ane (7) Nar. Np fees slup Ee paW (or s new peimit (a) No work d ury mamN aha4 Ee Aona Nat wiI Wnpe Ne natunt Ibw d water ausNq i Crainaqa Oroblem M OeMe (5) ConiTdclOt Shi1 MM/ U~! BYiIAI~G Ins~eaor t"'e^N'iour liq na.s m aavance tor ae in plc11M5 !nA S7~IIIlK.N+! wfICM aGP~'~ m ~D~~ o xf~Q MIII SuKLRI3A'tp1~a!tf PC~G (6) rs~uance d~ a the aDAwt ~~a anC fpeaGCaEau slull rot Ce ca sbueE lo De a pemK for. na an apprwal d. ury vblation of Ne ptwis na It~e bwlEiqtle} M~DyFlhK adtrunca. bw. mle ar rc9tdalion. d ~p y ~ - Chief il ing ns ector F, ,r Mayor THIS PER I VALID CONLY ALLV 234 5433 24 HOURS PRIC R TO~INSP~E TION ECTOR AND MAYOR 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 10664 6/13/2000 Property Owner : Property Address : Contractor License No. : Company 10055 W. 43rd AVENUE 17320 Dover Elevator Co. Phone: 421-6655 Phone: 790-8566 OWNERlCONTRACTOR 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 Use: Description : One oildraulic elevator BUILDING DEPARTMENT USE ONLY , R, . SIC : Sq. Ft. : Approval: PIeaSeNofie: Zoning : Owne; / confrscior is responsible for lecaTing nrop;r? lines an3 con;;ructing improvemer.ts accc.ding to tn, wou-- mmm approved pia; and required development standares. Approval : OKIDM Ths Ciry is na:,asponsible for inaccurate ir,:oimsf;c; submit:ed w;ci.in the plan set and any consi:uc.io;; er!rors resul[ing from inaccurate informafion. Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Construction Value : $32,381.00 Permit Fee : $472.55 Plan Review Fee : $0.00 Use Tax : $485.72 Total: $958.26 Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) . This permit was issued in accordance with the provisions set forih in yopur application antl is su6jec[ to the laws of the Siate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable oNinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is no[ commenced within sixty (60) days from issue tla[e or (B) the buitding authonzed is suspended or abantlonetl for a penod of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and speciPCatlons and any suspension or abandonment has not exceedetl one (1) year. If changes are matle or if suspension or ahandonment exceeds one (7) year, full fees shall Ce paid for a new permit. (4) No work of any manner shall be done thatwill change the natu2l Flow of water causing a drainage problem. (5) Contredor shall notiry the Buildin9 Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issua y f a permit orthe approval of drewings and specifcations shall not be construed to be a permit for, nor an appmval of, any violatlon of the pmvisions of th%ng ode . other ordinance, law, rule or regulahon. Chief Building In ector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 5-25-OO;i~:5EaM;FenTress B~adburn Fentress Bradburn A R C H I T E C T 5 L T D. Ar<hlteUUre • Inferiors • Plvnning ;3037225080 s 2/ 2 Report of Contact 421 Bnooa„aY Denver, CO 80203 303_722.5000 Tal 303.722.5080 Foz sludio@femressbradbum.com www.fankessbradburn.com Contoct Name: Dazln Morgan Date: 25 September, 2000 Compony: City of Wheat Ridge Project: M-E Engineers Office Building Report ey: 70nathan COppin Project No: 199922.000 Subjecr: Buildingwalkway Present: Copies To: 166-6's G(J Fentress Bradbum Architects contacted the Wheat Ridge Building Department to review the walkway shown on 5heet AI.1.01 thaz connects the city sidewalk to the building's main entrance walkway. The walkway as shown in the Conshuction Documents does not meet ADA requirements. Per discussion with the Building Off'icial it was determined that the walk was to be corrected to meet ADA requirements, or the waik could be completely deleted from the Project. Per discussion with the Owner, M-E Engineers, it was decided that the walkway would be deleted from the Project. j°i M-E Engineers Office Building Theabovarepresentsour untlerstdntlNg0f 5ubjBq5d5cu5s¢O,tleCiAw5r2ache0,an0actionWDBleken.llanyilemsaianotto}routunder&arqing, PO9EI Of I please atlvise Nis affice. 9-25-00;>>:E6AM;Fentress B~adburn Fentress Bradburn A R C H I T E C 7 5 L T D. ArchilectUra • IneeriOrs • Planning ;3037225080 z i, 2 Transmittal 421 Broaaway Denver, GO 80203 303.722.5000 7e1 301722.5080 faz siudio@Iemressbmdbum. cam www.kntrassbradbwn.com To; Dazin Morgan Company: City of Wheat Ridge Address: 7500 W. 29th Avenue Wheat Ridge, Colorado 80215 Fax tk: 303-235-2857 Sent Via: faX Date: 25 September, 2000 Prolect M-E Engine¢rS Project No: 199922.000 Number of Pages Including Cover: 2 Copies To: X it w/Entl Ted Prythero (M-E Engineers) Fax #(303)421-0331 X Bill Goodman (CG ConsWction) Fax #(303)431-4745 X Copies Date Description 1 9/25100 Report of contact For your information sgoad: 7onathan Coppin tne inlamali0n containatl in Nis iransmission is cOn6tlantal antl p~ivate; it is fntenaetl only for iltn usa M Ibe intlivitlual(s) or enfity(s) ta wNOm d is ffidresmG. I ne mtoRnairon may oe privitegetl. ptOpnetary antl eesmpt from tlisclowre untlar applieable Fetlinai. Slala or dhw law. My redpient of mis Vansnissbn, mher than ttre Interda0 rearyent of me employee w aqanl rBSponsblelor dalivary of Ihis Iransmi&sion to ihe intentletl reuµml, is hereby notifietl nat lo tliscfose, distriEUie, or mpy this hansmLSSion, or teka ar rairan bom IaWng eny eclian in raliance ai this tranvnlsslon If Ihis tlowment nae Oaen trensmilted in erzor. plearee nWity fhe sender immetliaWly by teleWrona or tsaimile lo arronge p,ortqt relum W Ne Iransmissron MvlM1et apprOpriate action. zz° aRncKEr o.a. z~° eRprKEr o.a. P~EasE vER~FV O[LDRAULIC ELEVATOR CONiRA OR CONTRACT DATA ~ 19 ~~Z• A MEANS i0 NUTOMATICHLLY DISCONNECT THE FRONT WALL TMCKNESS TYPE: SEVILLE 30 MAIN ~INE POUER SUPPLY TO THE ELEVATOR AND TYPE AT EACH ~ANDING - - - - TYP PR10R TU THE APPLICATiON OF uATER IN THE SPEED' 100 ~PM Up 150 FPM DOUN MAX. r ^ p ELEV. MFiCN(NE ROOM OR NO(STWAY lJ(L~ BE FLR THKNESS WALL TYPE FURNISHED BY THE ELECIRICA~ CONTRACTOFi. OPERflTION: MICROPROCESSOR DMC-i THIS MEANS SHAIL NOT BE SELF RE5ETTING. CAR ENCLOSURE: DOVER CA8 - MODE~ DAPfREMVI 2 7 1/ 4° D R Y W A L L _ _ ' ° ~ • , ~ ~ , DOOR TYPE: 6NE SPEED - CENTER OPENING ~ 1 7 1/4~~~ DRYWALL PIATFORM THK: 3 3/8" FINISHED FLOOR: 6Y 0? CONC. ANCHOR TELEPHONE: BY ELEVATOR COMPANY PI7 LADDER:BY I POWER UNIT: EP-SO 20 HP POWER SUPP~Y: 4 AT P!? LEVEL A~~ FLOORS ABOVE P1T STARTING: ACRQ5S THE LINE GIOPU: 5674 JRCK MODE~. 4-S STD OVERTRAVEL 6" - TYPICAL BRACKET MOUNTING P~UNGER O.D,: A.375" i HOIST BEAM BY OTHERS. IMPORTANT~ M(NIMUM CEIUNG HT 7'-6" CYLINQER D.D.: 6.625" WflLL THK: ,2I9" NET ARE DESiGN 10A0 - 2500 TOP GUIOE RA[~ BRACKET TO 80TTOM CAR RUNBY'. 6" CF1R BUFFER STROKE: 6E INSTA~LED 10'-3" ABGVE FER ANSI RULE 101,2: ONLY MRCHINERY NOLU ALL MEP IN MACHINE - FINtSNED FLOOR IN OVERHEkD. AN~ EOUIPMENT USED [N CONJUNCTIDN ROOM RBV. 8~-0" MIN. BETWEEN PIT FLR. & CAR BOLS7ER ON COMPRESSED E STRUCTURFL SUPPORT 10 BE WITH THE FUNCTION OR USE OF THE E.5 BUFFER REACTION fTYP, AF EACH B~JFFER) - 8077 L GENERaL CONTRACTOR. ELEVATOR SHALL BE PERMITTED (P~ THE EST. uORKING PRESS. 4I5 P5I ELEVATOR MACHINE ROOM. S-2.19 FORMED I_1 5-5.09 FORMED l_.J ~ AL50 REFER TO AN5( RULE 102.2: FRAME ~-6.55 CROSSHEAD 1•20.38 80LSTER I WW iNSTALLA710N OF PfPES OR DUCtS ~ A-1.21 IIGAx6 x2 t/4' A-2.21 7GAxB"x2 V2" r i ~a CC~N~vEVING 6ASE~,~ APORS, OR ~IOU(DS ' THE FOLLOWING CONDITIONS MUST 8E MET BEFORE II ~ ~ wa ACHINERY SPACEB.~NE RODMS, OR {5 StARTED, ANO ARE NOT INCWOEO IN THE EIEVAI Q i. R PLUMB, PROPERIY VENi[IATED HOISTUAY (ACCORDING TO C W i 2. ADE~UATE SUPPORT FOR JACK, GUIDE RAII BRACKETS, ANp I ~ i m~m REACTIONS 5HDUN I. w ¢wu 3. HOIST4IAY BARRICADES AND ALL CUTTING AND PATCHING TO ~ f U' ~EAT LOAD (N MACHINE ROOM OUE TO ELEV. EQUlPMENT = 11583 8N/HR ENTRANCES, SILLS, HAIL ff%TUAES, Dil AN~ ELECTRIC LINE ° ~ ~ xa~ , d. PIT LiGHTS At~ SUfTC C(INVENiENCE OUTLETS ~flTH Gfq PROTEC ~ Z ~I I ❑ ~aq H. Q z ~ ,i Q ~ H e MACHINE ROOM PLaN ' PER CAR IACCORDING i0 COQEI. NOTE: NUST 8E C~EAR OF ALI ~ W 2 ~ I ~ m W>~ A T 5. ~DICATEO i20 VOLT,aS AMP. 9ERYICE, ALONfi UITN TEL,EPFI~ C1RC a z i I ~ - m> LOC ION: ADJACENT @ LOG f TERMINRIS ~ EACH REOUTAED CONiROLLER (AS LOCATEO ON PLAN v W ~~!I ~~~i = o ; z~ ~ - CAR UGHT AN~ ALARM C(RCUIT WITH GFC! PROTECTION PER ~ ~o z~ a o~ a a~ i ~ - GROUP CONTROL WMEN REQUIRED ~ ' c~ ° r! ~ i Qod~ ' NOTE if STAt~}BY PpHER IS SIJ~PLfEO TO ELEVATa2, CAR UGHI N t`~ .f i, ~ r'. Z ~ I- ~ o ~ o GROUP CONTROL SERVICE MUST BE STAN~BY POWER E tt W i'~ w w 6. POUER fEfiDERS (COPPER UIRES, TYPE RH ANO THU) TO TERI Z ~ z ~ p~ z CONTROLLER SHALL BE S1ZE0 FOR : ~ FIN, FLR. A MIN OF 3'-6" tOR 4'-0" l62 AMPS STARTWG CURRENT WITH A MAX. RLLOUflBLE E 'i i' ~ a~w WHEN FACENG EACH OTHER) ~ 12'-0" 1 40 AMPS FULL LOAD CURRENT uITH A MAX. ALLOUABLI FINI$HED FLOOR 2 ~Z3= RE~'D IN FRONT OF A~L ELECTR)CA~ PAPJELS. 27 AMPS RATEO Ct~2RENT WITH A MR7(. RLLO1JABlE V01 BRANCN CIRCUlT DISCONNECT SWITCH SHALL BE 51ZED FOR: ~ 9p AMP NONTIME DELAY FUSE OR 70 flMP TNERMKL CIRCUIT BREAKER OR DISCONNECT SWS. 50 A1'1° CUAL ELEFENT TFE GELAY Ft15E 7'-10 I/2" SEE NOTE 6 8A5ED ON 480 v, 20 HP ~ ~¢X~ ~i io GEN, CONTRRCTOR MUS1 FORNARD PONER REDUlREMENTS TO \ FEa~ W~ ~F 7. AN ENCLOSED MACHINE AREA ( ACCOROING TD COOE 1, WITH I M ~`=uiz on aw m' aM Wz AND YENTILATION i MiN, 50°f, MAX. 100°P M-~~~ az NOTE: MUST PROVIDE ADEOUATE DOOR SIZE TO AllOU IN9TAl ~ a- ~ Z~ WO O R L E A V E u R L I. O U T U N T I L E Q U I P M E N T 1 5 I N P L A C E. °'m~~ ~in LI6HT, SUfTCH ANO CONV. ~ ~M- h OUiLET BY GEN. CONTR. 8. ENiRANCE uALL UITH IINTEIS MUST BE PROVIDED AFTER EI ~ ~ ~ SET OR IEAVE A ROUGH OPENING i2' U(DER AND 6' HIGHER 1 OPENING. F(Ll IN AROUNG PRAMES AFTER THE PRAMES ARE ' z F~OOR-FLOOR TRAVEL ~ SEE NOTE 7 Z a ~ 0 9. POCKETS IN CORRIDOR UALL ! PER FIXTURE ORAW{NG5 ) fOR i- 2 t2'-6" NOTE: MUST BE LOCAIEO A5 DIRECTED BY ELEVATDR CONTR NET TRAVEL 12'-6" ~ ~ 10. SHOKE SEN50R5 I AS REOUIRED l. f i• , TOP O.T. + 6" 1t CONDUIT AND 4ilRING fROM NOISTWpY TO ELEVATOR MONITORI 80TTOM O.T. + 10" ~ o~ t2) 8"x8" BLOCK OUT ~ ~ SECURIiY, LlFE, SAF'EtY, OR PIRE RE~UIREMENTS TOTAL TRAVEI 13'-10" ~ l CL ABV MR FLOOR ~ 12. P1PE SLEEVES, TRENCNING, ANO BACK PIILING FOR OIL AND/ z & 7'-6 CL ABU MR FLOOR ~ AS SH041N OR LOCATED 8Y ELEVATOR CONTRACTDR. Q~~ 5EE NOTE 12 0 13. A 2'-0' SpUAAE HOLE IN PIT f100A fOR SETTING Of JACK ! w ~ w o JaW ( q CONCRETE AfTEA JACK IS SET. a~~> ~ ~ ; tL>.:J yt`___~ ~ W~+- W¢ ~ I 319tlJ'11 S:, ~ z,~z> r ~ ~ ~or ~ ` ~ ~ Y " J F- I~L U N N jD ! ~ . ~ JI JO ~ ~ ~ ~ ~ ,i ~ tiT; ~ li PfT LIGHT Su. 8Y G.C. o~o> > w f"~:: ''r ~ w Z I' 4'-0" RBV, FIN. FLOOR ivi~ivuzi ~ N ~ ' ~ a ~ ~I I SEE NOTE 4) ~ z ~ m CAR STATION: IMPULSE FIXTUR@S. PUSNBUTTONS MARI p Z I ! PIT STOP SW. BY THYSSEN DOVER ~ y N w w ~ W i' ~ I'-6" ABV, FINISHED F~OOR z 4 w ~ 8 DOOR OPEN AND CLOSE BUTTONS, EMERGENCY STOP f `t° I a o ~ 3 °x E~' ALARM BUTTON, FAN/LIGHT SWITCH, EMERGENGY UGH' . c 7 i ~,j Z i ~ N ~ Z PRIMARY P1RE SERVICE ~ - u~ ~ Y~- ~ ~ ~o ~ 0 a a ~ L O C A T E D A T F ~ R: l ~ a ~ h a~ ~ W o Z Q°~ ^ ~ W z a o BOX, PI,F(RE SERVICE INST. 5411TCH,BUZZER,JEWEL,CAt l1/AlT AT FLR' Z w Y z w ~ I ' i ~ z ~ I~ ~ ji M~ o ~~Q ~ ~ ~ i` o ~ Q~ GAR RIDING ~ANTERN~ NONE ~ ~ ~i~ S~ o Y ' ~ Q ~ a ~ ~ i z ~ E- ~ o FLOORS POCKI ,q E ~ m w ~ w o w HALL PIXTURES F !,I N Q ' ~ u m Q? W LL j ~ j~ w(~ , FRnNT REAR W1DTH HEIGI FINISHED LOOR 1 i ~ _ ¢ N - - - _ i . ! ~ MOUNT RRIL BRACKETS ¢ ~ ~ ~ ~ ~ i0 HS-BUTTONS-DWN 2 2 7/8" 8 1/8 I~~ AT I'-0" BELOW EACN rz c M m i N @J F„ ~ ii FINISHE~ PLOOR LEVFL. ~ ~ ~ ~ • , ° HS-FIRE-INS-UP 1 2 7l8 11 1/8 i N TO OF TARGET ~ - ~ HRLL IANTRN-TRM 1,2 4 3/4" 3 1/2 o~o ~ PIT LIGNT RND HOLES - 7'-6 5/8" ~ iu ~ ~ i i~ OUT~ET BY G.C. d , f SEE NOTE 4 1 d ~ i v~,~4 i li ~ ~ TARGET HOLE N a~ IL Lt~ UMP PIT p ~ ELEV, ~ ~ - - ~ W/GRATE ~ N ' a BY G.C. ~ , ~ ~ PIT IADDER ~ M ~ ~~dl ns ~ i~~~asi ~ BY THYSSEN - - ~o4ER ~ ~ 05/09/00 G.C. FINAL APPROVAL & REV. A z z SUMP PI DATE SYM. REVISION z ~ N UlGRATE ~ a z ~ F6 x 5'-0° ~ONG BY G.C. GUIDE RAIlS PIT I.ND. 1'-3" OES(GNED PER ASME A17J 00 NOT SCAI 1 W , W : w ~ PIT CNANNELS JACK HOLE ° o ~ ~ 1 1/2° EOGE OF PLATFORM 3'-3 5/8" ° ~ FOR; ME ENGINE~RS OFFICE BUILDING o W ~ t7 I 4'-9° MIN. CLEAR INSIDE , o z EXTERNA~ CA51NG 1 13/t6"-~y FACE OF RAIL ADDRESS: 10055 W A3RD AVENUE 1 3/Q" 5'-7" PLATFORH 1 1/4" ! ~ z a Q 7YPE; PVC F - ~ ~ ORMED GUIDE RAIL 5' 10' FINISHEp HOISTWAY 5" C(TY: WHEHTR(DGE, CO 800332833 a ~ ~ " Y INSTALLATION 6'-3" WA~~ TO URLL ARCN(TECT FENTRESS BRADBURN ARCHITECTS ~ a a , GENERAL CONTRACTOR' FG~BSFED F100R ~OPSOE~ FIMSHEO FLOOF2 pOPSHED ' - ~~TE ° PLOOR COPlCRETE - fL00R ELEVATOR COPJ7RACTOR: THYSSEN DOVER ELEVA SLAB ON METAI DENVER, CO IF REOUIRED. / ~~TOP OF DECKIMCi ~TOP OF HOISTWAY & MACHINE ROOM PLAN THIS DRA411NG AND NLL RJFORMATION THEREON IS THE P P N f ~ ANCHUR ~ 51 PROPERTY OF THY55EN DOVER E~EVATOR RND MUST NO CYLINDEk COU L( G SL~ LL I~ I O.D.~ 7 I/2~ `-~~'P~T SUPPORT PUBLIC OR COPIED. THIS ORAtJiNG 15 LORNED SUBJECT 1 ~ DEMANp AND IS NOT Tp 6E USED OIRECTLY OR INDIRECI OUICKSI~L EDGE OF- OUICKSILL DETR(MENTAL TO 7HE INTERE57 OF TNYSSEN DOVER EL'~ NOISTWAY BY TRYSSEN HOISTWAY BY THYSSEN DOVE DOVER i FASCIA RAfL FORCES NOTE A: OIL PIPE LlNES AND FITTING9 SHAIL BE PROPERLY SUPPORTED TO RELIEVE STRAIN. FASCIA NOTE 8: ALL REACTIONS INCLUDE ALLOWANCE FOR 1MPACT. AT P1T IEVEL ALL FLOQRS AB9YE PIT F~ F1 • 460 LBS, NQTE C. DOVER EIEVATOR SYSTEMS, INC. TQ 6E NOTIFiEO OP ANY CHANOE Tp ELEYATOR SECTION VIEW HOISTWAY OR MACHINE RQOM DESIGN, P2 • 290 LBS. DRAWN DATE BRANCH JOB ~18ER DRAWIt~ NOT TO SCALE S(~~ SUPPORT DETAIL F2 NOTE D: ELEYATOR DESIGN & FABRICATtON BASED ON ESTiMATED CAB IJEtGHT SHONN. LAYOUT APPROVAL UILL BE CONSTRUEO AS FINAL CR8 WEIGHT, UNLESS OTHERNISE NOTIfIED. MM /IS/200 UJ4 EL-6412 OL16' ~ j f ~f NOTE S z• z~ FACE FACE THIS ~'RAME HAS A I I/2 HOUR "U~" LABEI.. 3'-6" CLEAR OPENING ALUMINUM SI~L TO BE SUPPLfED. 3/4" MAxIMUM WHEEL LDAD FOR ALUMINUM SILL IS 900 LBS. ~ ~ . ♦ ~ ~ "@ ~ 5111 LINE 3 4/2" ~I~N. ~ ~ i ~ G 2 CENTER OPENING REQU(REO AT F~OOR 1,2 (FRONTI ~ t ~ D ' Y~ RYWAL~ TYPE F'RA~ ~ ~ ~ ~ r 16 GA. 4'-6" ROUGH OPENtNG UIOTH s ~ DOOR5 ~ s ~ \ a . ~ ~ ~ HALL IANTERN 16 GA. 4 3/4" X 3 1/2" AT FLWR 1,2 ROUGH OPENING ~ ~ ~ ~--f ° ~ ~ ~ ~ ~ eH ~ w ~v a m a M N tNTERLOCK ~ KEYNO~E HALL STATION 2 7/8 X 8 t/8" AT FLOOR 2 ~ ~ /g" 41 3/8" AFF ~ HAL~ STATION I ~ 2 7/A" X it i/8" ~ ~ AT FLOOR t a ~ A5 3/4" AFF F I ~ ~ I ~ I ~ ~ r-~ ~ z I s 't ( W I 1 ~ p I I RAI5E0 OOOR ~ i 1 JAMB SVMBQLS ~ 4-~ Z ~ i ~ ~ o ~ ~ t~Y 9" ~ d u. ~ 1 a ~ ~ ~ i o ~ ' z ~ o i ~ { i ~ N i ~a , , ~ t I ~ I ~ I ~ i Z ~ i a ~ ~ w I o ~ N 1 W ~ o ~ ~ H FiNISWED SILL LINE 5' WAIL ~ M1N. LINE Q ~ ~ ~ > ENTRANCE ELEVATION + s vz~ " o ~ F ~ CENTER OPENING DOOR AND ENTRANCE ~ ~ a ELEVATOR 1 (FRONT) ~i~ ~ 2" DQOR TO SILL ~ ~ ~~~'r~',~ ` ~s,^`~ ~ ; ~m ~ ~Fp<~~ ~ Fi i i/4' OOOR ~ 17 i/4" DOOR Tp ~iiAME 05/09/00 G.C. FiNAI. APPROVA~ & REU. A DATE SYM. REVfSfON DES(GNED PER ASME Al7J DO NOT S FOR: ME ENGiNEERS OFfICE BUILOING ADDRES5: f0o55 W 43RD AVENUE CITY: WNEATRIDGE, CO $00332833 flRCHITECT; PENTRESS BRAOBUFN ARCHITECTS iST FLOOR GENERAL CONTRACTOR: SILL SUPPORT 8Y EI.EVATOR CONTRACTOR: THYSSEN V R THYSSEN OOVER- DO E ELEI MIDDIETON ~ • DENVER, CO ~ THIS DRAWWG AND ALI. INFORMATION THEREON IS THE PROPERTY OF THYSSEN OOVER ELEVATOR AND MUST I PUB~IC OR COPIED. THIS DRAWiNG 15 LOANED SUBJECI DEMRNO ANO 15 NOT TO BE USEO DIRECT~Y OR lNDIRE DETRIMENTAL TO 7NE IN7EREST Of THYSSEN DOVER E I6 GA. T - FLOOR WALL TYPE IIALL S RE ( fRONT > UALL S I 2E I REAR ) a'EN I NGS AT FRAh1E F I N t SH DOOR F I N I SH I FRONT REAR FRON? REAR ACTUAL MIN. MAX. RA`L A T A M N Mqx 0 RA L ~pN7 ~pp «,~q~E C U l . ((~}ANTITY)lOURNTITYI F~= ~ FRONT REAR D1M. 2 DRVUALL 1 f/4" 9 3/4" t +4 STLS «4 STLS DRAUN DATE 9RAt~H J08 NUMBER DRAUIr 1 DRYUAI.L 7 1/4" 9 3/4" t ~4 STLS +~A STI.S MM /~3/2~~ 034 ~L-6Q12 EN~ _ _ , _ COPYRIGWT 0 FENI'RESS BRADBURN ARCHCTEGTS, LTD. ~ l\ „ ~ 1\ ~ ~ ISSI IFI~ Ft7R~ DATE: 16' RF.AR YARD SETBACK g-10' U7ILITY AND dRAINACE EASEMFNT ~ASEMENT , LOT' r 222.62 ._.._.._.._.._.._,.~..._.._.._.._..-C I ~C BEINGAPARTOFT~IEh r . i ~ , i ~ w w ~ CITY 0~ WHEAT RIDGE ~ ( ~ I o ' 'I ~ - I ; _ l ~ 1--- r I ° t~ I ~ N i I~II .rI•° I . • ° ~ ~ I LANDSCAPI ~ _ .1. . ~ i Luu , , ~ - I I _ - - > I - i - I , ~ ; ~ ~I ~ ~ ~ , , I I I I o I ~ I ~ ~ ~ 'I ~ i ~ ~ I ~ ` I, 1 r I ~ I i I , I ~ I , , I ~ I, , I ~ ~ , ~ ~ ~ ~ ~ ~ ~ ' I 1 ~ ~ I I , I ~ I , ~ . , , I , , ~ ~ ~ , ~ ~ ASPHALT ~ I, I I ~ I , , ~ ~ ~ o ~ I ~ PAVING i ~ ~ ~ ~ , ~ I~ I, ~ t- I , ~ I ~ ' ~ I z ~ N , i~ ~ ~or ~ . I , ~ I , SURFACE PARKING ~ ~ ~ I ~ ~ 90 SPACES TOTAL ~ ' ~ I , I ~ ~ ~ I w I , ~ I , , I, z ~ . I ~ , ~ ~ ~ I ~ ~ ~ . I , I ~ . , ~ ---I - - - I , ~ W , - - I 1 ~ , w ~ ~ , , i, , ~ t~ I , ~ I , ~ ~ I ~ , ~ ~ I ~ ~ , ~ ~ ~ ~ , ~ z , I ~ I ~ ~ I ~ , ~ i ~ I . - ~ ~ ~ ' ( ~ W ~ t ~ ~ ~ ~ } ~ I I ~ ASPHAI.T ~ ' ( t~ ~ . _ o ~ , ~ , I , W(~ Z ~ , ( I PAVING ~ ; ~W d I o ~ I ► I, ~ I- ~n I ~ ~ , ~ ~ ~ I u,i ~ cD z , o , , ~ , W W , ~ ~ , i, , ~ ~ ~ i u~ ~ r c~p J ~ ~ I 'I ~ w c~ , ~ I I d t~ ~ I ~ I , cn 'ii, Z~ u'1 1 1 I 1 ( ~ I t ~ 0 1 ~ I, bo o I ~ ~ I , ; I w ~ ~ W . { , ~ , ~ ~ , ~ w , ~ d ~ ~ ' ~ ' ~ ~ ~ - - ~1. ~ I - - W ~ - o I z o~ W'~ m , ' _ - - - - , ~ ' ~ - z w «t F- ~ F' ~ I ~ ' ~ d ~ , ' I 4 z~, z ~ , _ I ~ ~ ~ ' ~ I t~ w~ ~ ~ i ~ o ' I I~ , C► ~ w ~ ~ ~ ~ ! I ~ OUTLINE - LEVEL TWO , p~ p m W , M ~ ( BUILDING TRASN ~ C] w ~ ~ ~ ~ , , I, ~ z cn v, o u~ , ~ a ~ ~ N DUMPSTER „ Q ~ o Q ' o ~ ' I ~ I ' ~ ' HIGH 61 SF I , , Q W.. W ~ f ~ i I ~ ~ , $ CMU WALL ~ 6 Y ~ ' ~ ( _ ~ d~ i' ~ i ~ ~ ~ 3~~ _1 ~ ' ~ I N , ~ I 99'~Ie d , , ~ „ 30 -0 I ' F- _ I ,_Q~, ~ 63 -0 , ' I ~ m 30 ~ , ~ , , ~ ~ , I , ' ' ~ o ~ I I ~ oo t~ I ~ I ~ i ~ ~ , , I , a , 7 I I ~ , m~t ~ I ~ 1 o I , ~ ~ F- t- ~ t ~ ' ~ I ' I ~ ~ ~ ~ M ~ ~ I~ w w ~ r ~ ~~'i ~ ~~..1.. ~ W ' ~ ~ ~ 0 - ---~7=--- - 1 ~ ~ W I1J : ~ ' ~ ~ ~ ~ t!~ tA ~ ~ ~ ~ r _S . ' ~ I ~ ~ ~ ' , ~ ~ ~ il ~ ~I ~ ' ~ ; ~ _ c~- , ~ , ~ ~ ~ i ~ , 'I _ ~ ~ I . , . I I ' i ~ ' ANqSCAPING ' ~ ON RE E ~ ~ l I I I ~ ~ ~ ~ 1, f ' ~ ' ~ 'I ' ~ ~ ~ ' I I ~ ~I ~ I ~ I ~ r ; I ~ I, ~ ~I ~ , I ~ ~ , I I , ~ , , , ~ ~ , , ~ I, I TRAN5FORMER , I _ ~ ~ - ~ ~I ~ . ' s I ~ L~l ~ I I , ASPHALT ( r ~ ' i~ ~ ~ ( PAVING ' I M, ~ ~ ~ ~ ~ I~ ~I i ~ 'I ~I ~ ~ ~ I , ~v , ~ ; I , ~ ~ CV ' ~ ' h~~ ( i - - ~ N ~ ~ ~ ~ ~ ~ ~ ~ ( ~ ' I HC i I I ~ ' TE ~ I I ~ C CR ~ ~ ~ ~ I I I ~ , , ~ ~ ~ ' I , 1 ~ a i I° , ~ ~ ~ ~ ~ - - - - H~ ~ ~ ~ - - I t. . I I _ _ - - - - ---r--- e ~ ~ ' I ~ _ - - - - - - 'I : _ - - ~ ~ I, ~ , ; ~ , Q 6' HIGNI I ~ ( ; ( ~ ~ C~IU W~LI. I ~ ~ ~ I ~ ~ i c_ I I ~ ~ ~ ~ I SiD WA K - 1 ~ ~ ~ - - I I la,~OSCaPING I , ' ~ i ~.l , ~ . r. r. ~ ( i r...~..~. r. o.' I L~ . .,.~.a. \ i ~ i . - • • - • - • ~ ' "'I' EW SInE W~I.K MONUMENT SIGN ~ ~ ~ ~ I ~ 6'-d" ~IIGN QY , - ' ~ ANDSC NG ~ , - ~ ~ 8'-0" WIDE l. + , , + ~ ~ ~ ~,i I ~ I~ ' AN SCAPING ~ . ~ I l 0 ` , , ~ , I i, ~ I , ~ ~ ' I ' ~ I ~ - ~ ~ ' ~ - • ' - I t L__._-- - I I I ~ , s f~ 1 222.62 I . - - - - s Y r~ ~ ' _ XI TI G ID AL T E~i N E SCAPE PIANS FOR PLANTING AND PLAIN LIMI7S RE~ LAND EXISTING 100 YEAR FLOOD IRRIGATION INFORMATION ~ s ~ L f~T B-10' UTILITY AND DRAINAGE EABEMENT EASEME ~ 30' FRONT SETLSAUK a vr Iu v1 rIL- v , 1~. I ; DRAWING TITtE a WHE,~T R I DGE . .,i~~ ~N 8 OF 10 CIVIL DETAILS NPpROXfMA7E LOCA7iGW GENERAI. INFORMATION r ~ ~ PROPERTY LINE N GOLOR~CDO ~~~5,R"T ~Y 70F10 CIVIL DETAILS - PARGElJL.OT BOUNDRY SCALC '*"40° 8 OF 10 BUILDING ELEVATIONS N1 ~ wnP woprm Am 15, 1s44 aXNsMres cwtle~iv) 9 OF 10 LANDSCAPE PLAN ~igi t~Tt,RE PR0IECT NUMBER ~qqq22.000 ~ m s`~'""ea' - ~ p~67E5 t~.rIPLE l~t)[)RF`S5F"5 10 OF 10 IRRIGA7IUN PI.AN SHEET NUMBER ~ N 0 4' S' 16' 32' ~ ° I OF 10 E ROJEC , ~ NORTH SG~; Vlb = 1-0. 0 "L T 0 'oitered 7 " tollowed by his signature ond the doke of such olterotion, ond a specific description of tire oiterntion. c h r han ihe orchitect of record, shoil affix to the itam his seol ond the nototion "oitered by" tollo ° , Iter an item in ony way. If on item in this p document is altered, the +tering architect, if oi e t ~ for on erson, unless octmg under tha direction of a licensed architect, to a Worning~ It is a violotion of the low y I ~ I MH Q--- S A VL~NUE R~~ s 64. 441H ~o OUT(E) ~ 59.40 50' Pl~[!C ----•-I ~ /A16i4f'~S/L`~ ~ i ~ F7RE LANE Ert~, IENT I I ~ w ?7.5' ?2.5' --1 ~ TaypogrAphy ond /mpro+~ments ~ i o ~ i ~ ~ I ~ ~ ~ y ly 1 ~ C , ~ ~ ~ !g L o t Or~ x Parl~ Suh di ~isior~ y ly ~ ~ ' ~ ~ I~ ~ ~ ~ I ~g 0 , ~ ~ ci~y of w~eat~idge ~ ~ ~ , ~ ' : IM 364.87 .~5365. 3 ~ , ~ .{5364.38 J~ffer~on Cvun ty, Cvlarado ! ~ x I 6' CHAIM LINK fENG1E . ~M ~ I X i ~i ~ ` FOVIND RE9AR W/CAP, ;R s^~° , l ~ g ~ CNIG~JE51'EI~, G~,~77.~5 ~ I ~ a ~ i ~ x ~ ~ 66 ??~2'J~ ~ i i w ~ ~ 4 - .y ; ; ,,,,,,,._.4K5365.13 , AQE fASEME7'JT ( I \ ___.x -X 10 U1lUTY AND ORAIN i ~ , ~ ~ss i ~ ~ .~8 ~ " ~ ~ I ~ ~ ~ ~ i ~ i ~ ~ i ~k ~ , . i ~ u, ~ , M i ` ~ s' a~m t~vr~ ~ i ~ i ~ i , ~ ~ x ~ ~ ~ I ~ ~ ~ I I \ \ i I ~ ~ I ~ ~ X ~ \ i 1 1 \ I \ I ~ I ~ I ~ ~ , , ~ o ~ , , ~ ~ 365.89 ~ 1 ` ~ \ ~ +.r ~ I ~ ~ ~ ~ I r ~ ~ I 64. I 3fi4.21 a ~ I ` .}53 75 x ~ ,~5364.9 ► ~ ~ ~ ~ I ~ ~ ~ ~r,+ ♦ ~ ~ ~ ~ ~ ~ / ~ \ I ~ ~'6' ~ / ~ ~ ~ ~ I ~ ~ X ~ I ~ ~ i f 4 N~pOD FENC~ ~ ~ ~ I ~ ~ !S. ~ ~ ~ G ~ ~ ~ ~ C9'~ ~jli ~ ~ ' ~ I ~ ~ \ I r0 { i ~ I ~ ~ q ~ -~5365.36 ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ I~ ~ r ~ ~ ~ M ~ ~ I . ~ ~ ~ ~ I~ ` 1 ~ ~ I X\ ~ ~ I ~ 364,`6 ~ ~ I ~ 1 ~ ~ ~ ~ ~ ~ ` I W ~ o ~ ~ X , r ► _ ~ ~ I { 365,84 _ . ~ \ ' 1 , , ~ i l ~ ' 362.94 _ ` ~ ~ I ~ -4~ ~ ~ ~ x . a I ~ ~ ~ ~ . ~ I 0 I I ~ , ~V ~ ~ I ~ ~ 1 ~ ' : I ~ ~ 4 x ~ I - ~ ~ 1 a I .{5365J5 ~ % ~ ~ I ~ ~ I~ I / ~ I ~ i ~ , 33.18 ~ ~ n ~ ~ I ~ ~ g6 \ I ~ 1 ~ ~ ~ ~ / ~ I ~ ~ ~ ~ 1 ~t ~ I ~ ~ iy I ~ ~ ~ i ~ I ~ i b ~ , ~ ~ i \ i ~ c I ~ i ~ i ~ ( ~ ~ w i ~ ' , i i ' ~ ~ , ~ i o i ~ ~ss.2~ i i i ~ x ~ 1 r ~ ~ 1 ~ ' s ' i ~ ` i ~ ~ i ~ ~ i \ i~ ` ~ i i• ~ ~ ~ ~ ~ i• ~ i i ~ i ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ` i i s ~ ~ ~ ~ ' ~ ~ i ~ 3ss.o~ 1 ~ i i ~ i; i i ~ i ~ ~ i ' i A, i . , ,l i ~ ~ ~ 'o ~ x , ~ / , ♦ i ic i~ ~c i~ i . ss~~ c ~o. ~ 1N ~ i ~ i ~ n~ £as~uEnrr i ~ . i ~ i a X i~' ~;B. 2 ~ i o ~ ~ ~ ~ i I ~ ~ t ~ 1 ~ I S I~ ~ I ~ ~ ~ ~ ~ ~ I 6'S I 2 x ~ ~ ~ I a 1 ~ ~ ~ I ~ ~ f ~ ~ ` ~ ~ ~`t' ~ ~r ~ ~ I ~ ~ r ~ 384.44 ~ I i -45 x ~ -~i ~ ~ i ~t41N A i~'AK~' i s i i~ MH 1 ~r ~ I y RI~I ~ 67.45 ~ ~ ~ \ ~ ~ ~hr I OU7 S = ~ ~,,,I I ~ rr, ( ) 89.15 ~ ~ ~ wr _ _ _ _ ~ ~c I ~ - / - - ,._._,_„J ~ ~.x L~~-------------- ~ 1 ~ ~ rr. ~r ~rr .+rW' or ~--x ~ ~ i ~ - Ens~uavr ~ ot~ : ~ ~ i _ 1.o unurr,~rv nR~r~~' r _ - ti ~ 2~ ~o - - - ~ ~j ~ ~ .z N 6~'~ E , ~ - _ 2 ~cy 5363 ~ - _ WALK „ _ _ _ _ 36 ~ CURB GUT - , , _ . . . . . . r. a ' MONO. WALK . ; . . • • • ~ ~ . . S 6" 4~'Rl: CUR9 ' s~ ' S _ - -F"'_~` r. . s ~ `~a GRATE 6 62.47 ; ~ 3 G~fiATE 62.24 ~ ,r y 62.g4 ~'~a ~ 58.84 c'~+ b~ ~s) 58.94 ~ c~ ► . 0 N W-----~ '6~ t~T(S ~ 58.80 s "y b ~ ~ ~ N ~ N . ~ ~ ~ 4,~RD A l~`NUE i o ~ N I GRATE = 82.36 W ~ ~ IN(N} - 58.56 ` ' OUT S m 58.51 , . _ GRi'~E ~ 62.13 ~ ~ 'L.,._..._..._..._..~...r..~.._,._..~.. y ~ ~6~ ~(N =58.73 .•_..~.,.._.._..r..._.._..._....._. y SWIHEASI' CARNER, Nf114 SE'CTIGW ?f T3S,R69W,6TNP.M. -~2'- ' ' OUT(E . 58.6e sr MH _ _ _ _ _ _ - - - - - - ' - - - FDUND 3' BRASS CAP IN RAN6E BDX CITY AF' WHE,41R1DoE BFNCMMARK, ' ELEVA 11AN = 5365 00 y - - RI~1 = 83.01 IH( = 56.28 1N(E m 58.26 RIM - 64.58 OUT(N) - 59.88 MH I ) I ;NE vhi OUT(S) = 58.01 ( ' ~IH g S -O 0 2 OF 10 RIM = 64.42 IN(N) = 59.92 CAL1~ UTILITY NOTIFICATION COPYRIGHT ~t ~ C~NTER OF COLORADO FENTRESS B~AbBURN ARCHITECTS,LTD, ! ~ N~ r ISSUED FOR; DATE: IN ►~TRO DE~14ER 1. THE CITY ENGINEER'S SIGNATURE AFFIXED TO THIS DOCUMENT INDiCATES THE ENGINEERING DEPARTMENT OF 2 BUSINESS DAYS iN ADVANCE F~P 71/3fY99 8Ef(H2~ YOU DIG, (~tADE, OR EXCAVAIE THE ClTY OF WHEAT RIDGE HAS REVIEWED THE DOCUMENT AND ~OUN~ IT IN GENERAL CONFORMANCE WITH THE GITY'S SUBDIVISION REGUI.ATi0N5 OR APPROVED VARIANCES TO THOSE REGU~ATIONS. THE CiTY ENGINEER, Fi'~i TH~ ~1ARKING OF UNOF~2GROUND THROUGH APPR4VAL OF TNIS DOCUMENi, ASSUMES NQ RESPONSI8ILITY, OTHER THAN STATED ABOVE, FOR TNE ~iEA18E'R UTILI7IES. COhRPLETENESS AND/OR ACCURACY OF THESE DOCUMENTS. LOT 1, ONYX PARK SUBDIVISION _ _ 2. THE OWNER AND ENGINEER UNDERSTAND THAT 41' IS THE POLICY AND PRACTICE OF THE CITY OF WHEAT RIDGE - BEING A PART OF TNE NE 1 4 OF SECTION 21 T. 3 S, R 69 W OE NOT T4 ACCEPT THE LIA8ILITY FOR FACILITIES DESIGNED BY OTHER5. THE RESPONSi81LITY FOR THE 9 W OE THE 6TH P.M. ENGINEERING ADEQUAGY OF THE FACILITIES DEPiCTED IN THIS DOCUMENT LIES SOLELY WITH THE REGISTERED CITY OF WNEAT RIDGE COUNTY OF JEFFERSON STATE OF COL ►i 11~ r ~t % f f ~ PROFESSIONAL ENGINEER WHOSE S7AMP AND SIGNATURE IS AFF'IXED TO THIS DOCUMENT. ' ' 3. A~L CONSTRUCTION SHALL CONFORM TO CITY OF WHEAT RIDGE AND TO THE JEFFERSON COUNTY DESIGN AND CON5TRUCTION STANDARDS AND SPECIFICATIONS. 4. ALL MATERIAL AND WORKMANSH{P SNALL BE SUBJECT 70 INSPECTION BY TNE CITY OF WHEAT RIDGE DEPARTMENT MATERIALS AND SIT~ OF ENGINEERING. TNE CITY RE5ERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH WORKMANSNIP THAT DOES NOT CONFORM TO ITS STANDAROS AND SPECIFICATIONS. LOCATION 5. THE CONTRACTOR SNALL NOTIFY TNE CITY OF WHEAT RIDGE ENGINEERIt~aG DEPARTMENT INSPECTION F 48 HOURS AND A MAXIMUM ~F 96 HOURS PRIOR TO STARTING ~ SECTION 303-2~5-2861, A MINIMUM 0 - CONSTRUCTION, W 46th Av ~ U 6. CONTRACTOR SHALL CONTACT UTILITY NOTIFICATION GENTER OF COLOR~;DO FOR I.OCATION OF UNDERGROUND GAS, ~ ELECTRIC, AND TELEPHONE UTILI7IES AT LEAST 48 HOURS P~IOR TO G~JMMENCEI~ENT OF CONSTRUCTION. PHONE ~ 1-800-922-1937, W 45th Av W 44th Av VA ID FOR TWO 2 YEARS FROM THE DATE OF ACCEPTANCE BY G 7. TNE CONSTRUCTIdN PLANS SHALL BE CONSIDERED ~ O ~ THE CITY OF WHEAT RIOGE, AFTER WNICN TiME THESE PLANS SHALL ~S~ VOID AND WILL BE SUBJECT TO I Y DOUGLAS COUNTY. ~ ~ RE-REVIEW AND RE-ACCEPTANCE B ~ ~ ~ o n c"n ~ ~ I 8. INSPECTION: CONSTRUCTION SHALL NOT BEGIN UNTI~ A PERMIT NAS BE~N ISSUED. IF A CITY INSPECTOR IS ~ d z=' ~ 7~.s o ~ a a W.43rd x C. N O T A V A f L A B L E A F T E R P R O P E R N O T I C E O F C O N S T R U C T I O N A C T I V I T Y H P: S B E E N P R O V I D E D, T H E P E R M I T T E E M A Y a. COMMENCE WORK IN THE INSPECTOR~S ABSENCE. NOWEVER, THE CITY ~ESERVES THE RIGHT NOT TO ACC E P T T H E " s ~ c~ T STING REVEALS AN IMPROPER INSTALL~4i10N. -~-!'Clear Ge~ c°.~ STRUCTURE IF SUBSEQUENT E ~ COPY OF THE PLANS ~APPROVED 8Y tHE CITY OF WHEAT RIDGE ' 9. THE CONTRACTOR SNALL HAVE ONE (1) SIGNED , ,1~CAI ENGINEER AND ONE 1 COPY OF THE DESIGN AND CONSTRUCTION STANDARDS AT THE J08 SITE AT ALL TIMES. W 41st PI ~ s ) W 41st Av i i ~ ~ ~ 10. A P~AN FOR TRAFFIC CONTROL DURING CONSTRUCTION SHAIL BE SU~MiTTED TO THE CITY OF WHEAT RIDGE FOR ACCEPTANCE WITH THE PERMIT APPLICATION. AN EXCAVATiON OR PUr~! 1C IMPROVE~IENTS CONSTRUCTION PERMIT WILL NOT BE I5SUED WITHOUT AN APPROVED TRAFFIC CONTROL PLAP~ FOR TRAFFIC CONTROL DURING CONSTRUCTION. 11. A CONSTRUCTIQN PERMIT FOR WORK IN PUBLIC WAYS IS REQUIRED FG~ ALL WORK IN THE PUBLIC RiGHT-OF-WAY. . ~ 12, IT SHALL BE TNE CONTRACTOR S RESPONSIBILITY TO NOTIFY THE OWNER/DEVELOPER OF ANY PROBLEM IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF TNE ~~?OPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUC714N. 13, PAVING SHALL NOT START UNTIL A SOIL REPORT AND PAVEMEN7 DE~i~N IS ACCEPTED BY THE ENGINEERING AND DlVISION AND SUBGRADE COMPACTION TESTS ARE TAKEN AND p;~PROVED BY Ti-IE INSPECTION SECTION, 14. STANDARD COUNTY HANDICAP RAMPS MEETING ADA REQUIREMENTS, ~RE TO BE CONSTRUCTED AT A~l. CURB RETURNS AND AT ALL "T" INTERSECTIONS. i ' 15. THE CITY OF WHEAT RIDGE SHALL NOT BE RESPONSIBLE FOR THE MAl~ITENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPE~, ~ ~ ~ _ WING ~ CI7Y OF WNEAT RIDGE ATTN: GREG KNUDSC 1. AlL AREAS ARE TO 8E CONTOUR FURROWED IMMEDIA7ELY FOLLO .~RADE CERTIFICATION. PUBLIC WORKS ENGINEERING DEPARTMENT PHONE: (303) 235-; 2. THE CONTRACTOR IS RESPQNSIBLE FOR ANY TRACKING OF SEOIMENT C~~TO AREA STREETS. STREETS ARE TO BE 7500 W, 29TH AVENUE KEPT CLEAN THROUGHOU7 BIULDOUT AND WILL BE CLEANED AT THE ~9RECTION OF THE COUNTY INSPECTOR. _ WHEAT RIDGE, COLORADO 80215 6713 3. EROSION AND SEDIMENT CONTROL STRUCTURES ARE TO BE INSPECTED AND MAINTAINED AFTER EVERY RUNOFF EVENT AND WILL BE CLEANED AND MAINTAINED AT THE DIRECTION OF THE C~7UNTY INSPECTOR. UTILITY NOTIFICATION CENTER OF CQLORADO PHONE: (303) 534-+ 2$01 S, YOUNGFIELD STREET, SUITE 301 1-800-922- - .~r r~.~~ - . r _ 4. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE RE-VEGETATED. GOLDEN COLORADO 80401 ANY AND ALL STOCKPiLES SHALL BE LOCATED AND PROTECTED FROM ~ROSIVE ELEMENTS. ' ~ 5. PERMANENT S01~ EROSION CONTROL MEASURES WILL INCLUDE PAVEMEh~~ SURFACING AND PERMANENT LANDSCAPING. MNA, INC. ATTN: MACE PEMBEF PERMANENT SOIL EROSION CQNTROL MEASURES 5HALL BE UNDERTAKE~~~ AS SOON AFTER REMOVA~ OF TOPS4IL MATERIAL 4521 EAST VIRGINIA AVENUE, SUITE 200 PHONE. (303) 377-6~ Y AS POSSIBLE. PRIOR TO INSTALLATiON OF PERMANENT EROSION MEASI;'RES, THE EXPOSED SOIL SHALL BE KEPT MOIST AT AL~ TIMES TO PREVENT WIND EROSION. THE CONTRACTOR IS RESPf~N5181.E FOR IMPLEMENTING MEASURES TO DENVER, COLORADO 80246 PREVENT EROSION OF DISTURBED SOIL BY ABNORMAL WINDS. / 6. TEMPORARY EROSION AND SEDIMENT CONTROL SYSTEMS SHALL BE MAi~ITAINED TO PREVENT DAMAGING FLOWS ON THE t! SI7E AND IN THE WATERSNED BELOW TNE SITE. TEMPORARY EROSION AND SEDIMENT CONTROL SYSTEMS SNALL BE A~ ETATIVE COVER AND A~ PR SES. ~R~ ~ Al'IVE VEG G ADING OGRES ~I~1~11~►~ INSTALLED PRIOR TO STRIPPING OF N R 7. NATURAL VEGETATiON SHALL 8E RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY BENCH MARK: SOUTHWEST CORNER, NE 1/4 OF SECTION 21, REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION T.3S., R.69W. OF THE 6TH P,M. FOUND 3" BRASS CAP IN OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. RANGE BOX AT THE INTERSECTION OF KIPLING STR~ET AND WEST 43RD AVENUE. CITY OF WHEAT RIDGE BENCHMARK, _ ~ Hrr ELEVATION 5365.00. S .r~r 1. GRADING PLAN IS FOR ROUGH GRADING ONLY. CHANGES MAY BE NECE~SARY TO BRING THE PIAN INTO CONFORMANCE ~ ~ _ __J f~ WITN APPROVED FINAL DRAINAGE PLAN AND SI7E PLAN. R WIL BE PROVIDED ' N IN NECK. TNE BASIS OF BEARING FOR THIS PROJECT IS THE SOUTH LINE 2. WATER TRUCK IF CALLED FOR BY THE INSPECTO L ~0 KEEP WIND EROSIO C OF TNE NORTHEAST UARTER SECTION 1 TOWNSHfP 3 SOUTH Q ~ 2, ~ 3. ANY SEl'fLEMENT OR SOIL ACCUMULATIONS BEYOND THE PROPERTY LIM}TS DUE TO GRADING OR EROSION SHA~L BE RANGE 69 WEST OF THE 6TH P.M., ASSUMED TO BE REPAIRED IMh~EDIATELY BY THE CONTRACTOR. S89'35'15"W, PER THE PLAT FOR ONYX PARK SUBDIVISION RECORDED IN BOOK 123 AT PAGE 3 OF THE JEFFER50N COUNTY 1 4. ANY CONSTRUCTION DEBRIS OR MUD TRACKING IN THE PUBLIC RiGHT-O~-WAY RESU~TING FROM THE DEVELOPMENT RECORDS. ~ SHAL~ BE REMOVED IMMEDIATELY BY THE CONTRACTOR. TNE CONTRACTOR SHALL IMMEDIATELY FIX ANY EXCAVATIONS OR EXCESSIVE PAVEMENT FAiLURES CAUSED BY THE DEVELOPMENT Ah~D SHA~L PROPERLY BARRICADE 7HE SITE UNTIL CONSTRUCTION IS COMPLETE. FAILURE BY THE CONTRACTOR TO CORRECT ANY OF THE ABOVE WiTHIN 48 HOURS OF WRITTEN NOTICE SHALL CAUSE THE CITY OF WHEAT RIDGE TO ISSUE A STOP WORK ORDER RED TAG AND OR DO ~ ) ~ THE WORK AND MAKE A CLAIM AGAINST THE LETfER OF CREDIT FOR ~,NY COST INCURRED BY THE CITY. 5. AREAS BEING DISTURBED BY THE GRADING SHA~L BE RESEEDED WITH ~~aATIVE VEGETATION OR AS APPROVED ON TNE ~ 1 ' EROSION CONTROL PLAN. vi 6. IT SHALL BE THE RESPONSl81LIlY OF THE DEVELOPER DURING CONSTf~UCTION ACTIVITIES TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CNANGED CONDI710NS OR DESIGN ~RRORS ENCOUNTERED BY THE CONTRACTOR Y 7. DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK, IF, IN THE OPINION OF THE INSPECTOR, THE MODIFICATIONS PROPOSED BY THE OEVELOPER TO THE APPROVED PLA~JS INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE W~RK OR TO FUTURE CONTIGUOUS PUBLIC OR P~lVATE IMPROVEMENTS, THE DEVELOPER 5HALL BE ~ RESPONSIBLE FOR SUBMITTING ftEViSED PLANS TO THE CITY OF WNERT R(DGE FOR APPROVAL PRIOR TO ANY "LL FUR7HER CQNSTRUCTION RELATED TO THAT PORTION OF THE WORK. ~t~~Y IMPROVEMENTS CONSTRUCTED NOT IN ACCORDANCE WITH THE APPROVED PLANS, OR TNE APPROVED REVISEG PLANS, SHALL BE REMOVEO ANO THE u~nr.n..r..r. ~T.. i. ~ i r,r r~rr.r.. ~r.~rn~ ~nrrn a nnnnnu in rn r~ ~r i nnnn.: I { IMrKUVtMtNIJ Z)hHLL dt KtUUNZ~kinUWtU NLUUnUIIVU IV int HrrnuVtU rLANS. UKRNflNG Il (lE COVER SHEET 8. THE CONTRACTOR SHALL BE SOLELY AND COMPtETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB ~ SITE, INCLUDING SAFEIY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONI'INUOUSLY AND NOT BE LIMITED TO NORMAL WaRKING HOURS. PROJECT NUMBER 99095 9. THE OUTY OF THE CITY TO CONOUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDEO SHEET NUMBER TO IN W ADE UACY OF THE CONTRACTOR'S SAF CLUDE REVIE OF THE Q ETY MEA5URES iN, ON, OR NEAR THE " C4NSTRUCTION SITE. 3 of l0 Waming: it is a vialntion of the law far any pereon, unless acting undar the diwtion of a licensed architect, to after an item in nny wuy. N un item in this dooument is alteared, the alteriag architect, if other thon the architoct of recorMxs6u11tW item his eeai and the nntatinn 'altered by' followecl . { ~ CC7PYRIGHT 0 FENTRES5 BRADBURN ARCHITECTS, LTD. ' ~ ~ L~CATI4N N ISSUED FOR: DATE: ~ 1 NI ~ ~ ~ unnnn I LOT 1 ONYX PARK SUBDIVISION , CTION 21 T. 3 S, R 69 W OF TI APARTOFTHENE140FSE BEING OF JEFFERSON STATE OF COL( CITY OF WHEAT RIDGE, COUNTY , i ~ ~ LOT 2 i ~ LOT 1 ~ ~ i i ~ Y SUBDIVISION K L SUBDIVISION KELLY i ~ ~ FILING N0. 1 ~ FILING N0. 1 , i$ I ~ PLATTED ~ t ~ UN _ . ~ I M ~ ~ .~5365. 3 364.38 / ~ ~ , ~ ~ 0.3 0.41 B CNAIN UNK fFNCE 15 RE YARD SETBA - ~ ~ I (ro eE ~c.ac~ ~o , ie ~ ~ ~ er o~a~rs) 10 UTCtITY AND DRAINAGE EASEI~ENT ~ 1.1 0.7~ ~ I ~h• , , „ 22 S' i ~ ~ NA9 53 54 E 0. ~ i I ~ - ~ SF SF SF I ( F F SF ~ 5~66 ------x-- S ~ 5~ 65 - E / x 6 _ ~ L_ ~ - -5367 ~ _ _ ~ LINE i 0.6 0..4 ~ LOt ~ ~ - ~ 0. 1 x w~,~, 6~. ~ S •o s s ~ ~ i ~ ~ I 1 ~ i L~T 2 ~ ~ , ° i ~ ~ BDIVISION _ i sS ~9 , t i YX PARK SU , ON 5 6 0 . , .y6 0 6~ ~h i ~ ~ 0 ~L F~, ~ x n 1% 2% ~ ~ ~ V ~ ~ - ~ ~ s~ ~ ~.~'s ~ 1 CURB OPENING ~>s ss ,~y ~ ~ s ~ s, 9~~ i ~ ~ I F~ , :~5365.89 ~ ~ h x = t ~ \ / ( ~ ~ s ~ 364.7° i ~ , ~ . \ ~ ~ x ~ 3649 0 , \ ~ 1, ~ ' ~ . ~ h 0 ~ ! ~i 1 ~ l s N . - 1 ~ ~ 3 ~ ' ~ ~ ~ S S aWr / - ~ ti ~ ~ ~ ~ rn ~ p~~t ~ ~ ~ , S " . i , - 1~ - ~ I . ` , ~ ~ • U ' t ~ / 1 ~ ~ \ \ 6' ~ EM~NT _ ~ I ~ ~ I ~ ~ s I ~ ~AS - ~ / , ~ ~5365 35 S ~h ' •rL 1 ~ ~ ~ F - ' ~ ~ r-' ~ ~ ~ ~ ( , ~ ~ ~ ~ _ ~ ~ s --e~-- ~ ~ S ~ • 3 i~~ 66. 6~ c~~ ~•,~s t c'~ ~ ~ 0.9 0.10 6 Y i S c~' ( ~ . ~ 1% a. 65.p , I W-n 2 ~ t 10 UTILI7Y AND DRAINA~~ EASEi~ENT x r~ ~ s s~, ~ N~' ~ ~~'~s s s ' P i G 64 ~ I ~ s ~ .~5365.84 s9 1 CURB 0 F~ ~ o \ v1 i ' EGRESS EASEMENT - N ~ ~ 50 INGRESS/ TO BE VACATED 8Y OWNER) ~ ~ • ~'s ~ ~ ~ h 3 , _ ~ 10' SIDE YARD SETBACK k`~ ~~2~ 1 ~y 60 ~ ~ ~ q r~ ' ~or uNE N 6 I I ~ I - ; ~ ~ , , ~ ~ ; } i '~1 '1 ~ i ~ ~ ; < d._ 1 .__1... i._, ~ ~ ~ I n { : i ~ ~ ! ; ~ i ~ I ~ ~ { ~ ; ! _ ~ O ~ I _ } _ _~._..r_ _.t_ _R_. ~ i__1. B ~ ~ I I I i ~ 1 ~ ~ ~l S 1 , ~ I , , J x ~ I ~ i I~ ~ ~ ~ 0 . . ~ ~ ; f ~ - i 1 ~ M_ ~._~L__ a _ _ ~ _ i._ p < ' ~g y~0 1 rh ~ i ~ ~ ~ I I ~ 6 ~ , ~ , x ; ; ~ , i ~ , ~ ; + ~ ~ ~ _ ' i ~ ; F~ ` ~ ~ ~ ( ! I I __~--'r ~ -r__k___t --A_ ~ _ _ v! , ; ' - ~ , ' - _ , , ) I ~ 'Cy ' i `_C / _ ~ ~ ~ ~ ~ ~ ~ r 1 ~ ~ i ~ I' ~ ? i i ~ ~ i f ~ I ~ ! _ _ i 1 C RB OPENING , ~ I ~ , , ~-r t ~ ; , ~ f ; f ~ , ~ ~ ~ ~ ~ I ~ E l i I~ ; , ~ ~ ~ ~ ~ • i I ~ t ( I ' _ ~ ' ~ ~ i _.i__ ~ ~ p }---t_ --~----t- - - : i i ~ ~ 1 ~ I O ~ ~ ~ E j I C ; i I I I ~ ' ~ I ~ " ~ , ~ ; ~ ~ ~ ,~~~s.~ __F_ 1 ~ LOT 2 , ~ z- _ , i~ - ~ ~ - ; ; ~ , ~ ! I i ~o~' ' i ~ I i; i i~ ~ ' ~ ! _ 1 ~ ~ ~ i ~ ~ BDIV{SION i PARK SU ; ~NYX r ~ . ~ ~ ~ ~ ~ i , ~ ~ ~ ; < ~ ~ : ~ _.__a_.__ _ , _ ; , k._ , I I ' j ~ ~ ss i ~ ' ~ ' , ~ r~ • ~._1_ _ - - i ~ ; I ~ . ~ ~ t._ , a t__ ~ -~---.a- ~ ~ OFFICE BUILDING ~ ` i ' s.'' _ ~ ~ _._.a_._ i - . _ ~ ~7 ~ , , i ~ ~ ~ t ~ = 536~.00 : , ~<< , ~ } ; j ~ ~ i I 3 . a~ ..~._--t - ~ I ~ _ ~ ~ i ~ " ~ r ~ ~ ~ T's~ ~ i ~ I ` ' „ I ~ i ' , _ _~r_ ~ _ _ ~ ar~ f_. _ ~ ( _1 ~ ~ ~ _ o ~ ; ~ ~ s I ~ ~ . , r , s ~ ~ _ ~ ~ ~ ~ ~ ~ _..~__~E_._n_.w go ~ .A~ ~ I ~ h, , ~ i ~ ~ , _ _ . , , , _ , _ _ _ a~ _w_ ~ I ~ m ~ ~ N p ~ ' ~ ~ { ~ _1. ~ J~. .~I , ~ E s~ I --r-- t-~+ , ~ { = _._.._i.._1__~..___~_..._,. } ~ ~ ~ 3fi6. ~ _.___._i _.~.__F.. E-__ _ ~ i ~ , ~ 1 4 ~ ~ ~ . , , , a ~ ; _ 1~ I ~ ~ ~ ~ , ~ i ~1_._.. _ E ~ ~ - ~ ~ ~ __i.. _p ~'w. ~ , a ~ , , , , . ~ ~ ~ ~ i i i i ` i--+ '--~ry_ , ~ ~ , ~ ~ . ~ - , ~ ~ r~ - ~ , ' ~ . _ , 6. ~ , i - t ~ ;_-K °'.l':~ _ \ i ~ ~ k I ~ ~ I , ~ ~ s ' ' ' - ~ ~ '~G ~ ~ ~ ~ - ~ v.~ _ , _ _ a,'~-i? N _ _ . i ~ ~ - ~ti;~ ,c~_.. I ~ ~ = ~ ~ ~ ~ ~ ~ l , 5365 ` _ T ~ ~ ~ k~ ~ s ~ 5364 ; ~ ~ ~ ~ ~ ' ~.5 Q.~~ 5385 .,1~ ~ ~ ' ' - IP ~ ~-r-.. ~ r ~---1~,r.:. 0. _ e ~ _ _ ~ z~-, -r ( ~ - - ( ~ ~ i Y `_J,.,.., _ ~ ~ ~ C . I ~ _ =~i:~" . ~ K_~__-_ I x.~.~.~- r' I ~7 ~ ~ I I 4 5 ~ - ~ ~ 5 ~ - , r-_~ , ~ , ~ . . , . - _ .___I _ ~ _ _ 1 ~ _ - 1.~ _ _ - ~ , ~ . ~ 2 ~ ; ? i ~ ~ i 1 ` ~ 536~~ - j1i~ ~ ~ i i~'i ~ i; i i ! 8 i - ~ - 5~ ~ ~ - ~ i i (P ~ ~ f j ~ j ~ I a E _j_., ~ 1! ~ 63 , ~ , ~ _ ~ ~ ; t ~ , ~ ~ , ~ , . ~ . . WALK - - ~ ~ ~ ~ 5' MOND _ - ti _ s~ RA = 6" ~ERT CURB i ~ k-eRATE"- 6224 ? `n~, ~ s2.4~ EXI G 100 `f 2, ~tsl NW = 58,84 (P ~~p ~ OU7(S} - 58.94 94 ~ OU ~ 5$.80 s ~ ~ ~ I ~ DETENTION PQND #2 ~ ~ ~ ; EASEMENT 8 - ` u~ `Sr ~ i I ~ r N~JE , AVE T 43RD WES ~ ~ 30 FR~NT SET ~ i St.. ~ GRATE = 62.36 ' i ~ ~ _ ~o PROPERTY LINE ~ r,r .00 ' 1 f ~ / ~s J_^+~ - ~ DRAINAGE, ERd510N GRATE _ - 62,13 our s IN(N) = 58.73 ~ - ~ - ouT(E)=56.68 sl MN ~S}~----- ADN~PU PROJECT NUMBER 99095 Tl . RIM=s3.o1 'Sr, 5HEET NUMBER _ - - - ~ IN(W = 58.25 ~ IN(E = 58.26 u~i OUT(S) = 58A1 ~ 4 nf 10 "aiterad by" followed by his signature and the date of such alteratan, nnd a apecifk doscription of the alteration. Waming: It ia o viaiation of the law for nny poraon, unl"s acting under ths direction of a licaneed architact, to atter an itam in any way. If an itam in this document +s altered , the nftarin9 orchitect, if ather than the orchitect of recor@jxs6alltke item his seal and tho notntinn "alterad by" foll~ . - _ _ _ - , _ . i ~ ~ . ~ _ i ~ ~ ( ~ ~ ( - + ~ ( ~ ~ , , ~ ~ . ~ ( ( ~ ~ i ■ • ~ ~ LOT 1 ~ _ ~ ~ ~ ~ ~ KELLY SUBDIV1S10~! ~ ~ ~ i ~ FILING N0. 1 i . f~ I p ' i UNPLATTE ~ / ~ , i I / i X ! I ~ . I I , ~ INV. 5365.3 ~ ~ ~X I ~ I ~ ~ i ~ ~ , / ~ ~ i , ~ „ i , " N89 53 54 E i I i / i ~ , h i ~ ~ / ~ I `~--xw -"x`__ ~ / ~ , i X ~ L_ I ~ ~ ~ . ~ T ~INE ~ LO ~ ~ _ ( i i k . . , , ~ ~ ~ ~ ~ ~ I ~ 10' PRIVA`~ SANITARY ~ ' ► ~ ~OT 2 ~ ~ SEWER EA,~~IEN7 ~ ~ I ~ ~ ON I ~ ONYX PARK SUBDIVISI TO BE C+~~dVEYED BY / ~ I ~ ~ J SEPARATE DaCUI~EN7 ~ ~ ~ i ~ x ? ~ a=37'41'S6' i ~ I I / ~ ~ R=10Q.Q0' ' ( 6" PVC ~WYE/C.O. ~ ~ ~ ~ 77 ~ ~=65.8 , ( INV. = 5 62. / ~ ~ ,r...- ~y 2 MIN. n ( ~ ~ ( ~ / .r-~ ~ / ~ Y f x ~ / / f ~ + I S~ ( ' '!~l \ x ~ ' ~ ~ ~ ~ \ I ~{1g ~ _ ~ ~ I / /1~ y ( 6:~ \ ~ ~ ~ 2 , \ , GA~~N ~ 40 LF 6" PUC ~ R~ _ ~ x I / , - Np IR , ~ ~ ~ - ~ LIT( A , ~ 2 i~IN. ~ \ I ~ 1.0% ~ . 15 r` \ I , - ~ % ~~p~EN~ , - ~ ~ 5,0 EA - ~ ~ 6" P C W E ~ ~ ~ ~ ~ 342 LF N ~ " _ ~ ' » ~ ~ ~ ~ 0-26 0~~0 I INV. 5 2.37 ~ ~ ~ 2" SANITARY SEWER ~ R~'65.00'~ I ~ ~ . ~ ' ~ ( , r - - ~ ~ FORCE MAIN ~ _ ~ ~ ~ _ , I ~ I ~ I x~ ~ - i ~ i ~ - ~ ~ - ~ T 2 SANiTARY SEWE I ~ ~ ,-~t ~ f ~ SERVICE TAP 40 LF N 6 PVC I I , h ~ ' ~ 12 MAIN INV. = 5 60.5 10 UTiLITY AND DRAINAGE EASEI~ENt ~ ~ 1•0~ ~ I I ~ ( cv ~ ~ I ~ ~ ' EGRESS EASEMENT N I I 50 INGRESS/ . ~ 1 ~ ~ TO 8E VACATED BY OWNER) x I 6" P C Y I ( I I ~ ~ ~ INV. 5 1.97 i , ( ~ 10 S1DE YARD SET@ACK f W~ 1 ` I ( ( I.OT tINE LOT L4~~ ~ ~ I _ _ , ~ , w w 1 ~ _ ~ ~ ~ , ~ ~ ~ ~ ~ ; I ~ ~ ~ ~ j i i , ~ ~ ~ , ~ ~ j ; Z ~ ' ~ s_ . Yt F _ ~ ~ ~ ~ 1 ~ . y;; ~ ~ ~ I C Q• ~ ~ ..j~_ f ~ . ~ . ~ ~ O V ~ t 'i I ~ ~ ~ ~ i I ~ ~ ~ _ _ . ~ 3 __r-__ _ . + ~ ~ ( ~ ;---~'~~}(3` i F ~ ~---I ( ( i , ~ ~ ; i i ~A ITA~2Y SE}~IEf~ ~ I I ; ~ I , , , ; ~ , ~ ~ , ( ~ ~ r----4 ±_.._t ~._.-,----;----r ;--~dE~~E3R ~ _~__f ' f ~ ~ N. - 360.5 ~ ~ i E! I ~ ~ ~ E'~ i i I N V. S A ~ c ~ ~ ~ B Y ~ M~ C H ~ E_ G. I ao _ ~ ~ ~ T._~___ ~ ~ ~ INV. STORM = 362.2 ~ I O 1 ' ~ T~---; ~ ; ~ ~ ~IM I = ~53~7. i , I I • i~ i ~ I I I ~ F~ ~ o ---r _ . ~ ~ ; --~T---i~~lt~l ~ ~ ~ I I ~ ~ ~ a ~ € ~ ~ ~ ~ . i~ LOT3 ~ o i~~~~ ~ ~ 3 , ~ ~ 1 ~ ~ , - - - _~.__-V LOT 2 : ' ~ ' ~ ~ x ~ Z ~ ~ t -r _ 7__~ ~ ( ~ i f i i ~ i ~ ~ ' i 1 j f ~ ~ ~ ~ i f i ~ I i i ► ARK SUBDIVISION ~ 3 _ . . ~ ~ , ~ ONYXP o~ i , ~ ~ ~ ? p I I i ~ E I~~ I ~ ~ ; ~ ( ~X ~ ( 105 LF N 6" PVC I ~ ; ~ ~ 1 ~ I-- ~ 2.0 NV = 5362.0 I ~ ~ , i I i ~ ~ _ t.__ _ ~ I I I i I X ~ i OF~ICE BUILDING ~ ~ ~ ~ ~ i ~ ~ = 5368A0 I~ ~ ~ i i! ~ ~ ~ ~ ~ _ I I ` i t I ~ ~ i . I zl rn ~ ~ I ' ~ I ~ i _._.,___.r__~~ _ o~ I I ~ ; I o~ I ~ ~ -F_, , p ~j , I , ; ~ ~ ~ i ' ~ ~ I ~ I ~ ~ T- ( ti ____r_._ ~___7 __~__._~..__~_...3 pVC , ~ ~ ~ i ~ t • I ~ ~ I ~ ~ ~ c~u ww. o e Hic~ i ~ _ _ ~ L~..~_ ~ ~ I I ~ i E f; i; LYPE _.13_ AR~A INLET ~ ; ~ , ~ _ ~ I x I ( _ _ _a.~._ MODIFIED, SEE DETA1t I ~ I ~ ' ` = 359.54 a( ( i I I ; INV. IN 5 ~ ' I ~ ( ~ - .34._ ti I ► ~ . INU OUT _ ~ 1 r; ~w sioi I ~ I~ ~ ~ I ~ „ _ . _ . . t }t . . 1~ I i ( ~ , 20 LF N 12 PVC ~ ~ ~ . I I ~ ~ ~ 1,0~ , ~ I I ` ~ ~ ~ ~ l' ~ 5363.5 ~ y _ I g" ~VC WY,~/C.O. ~ ~ I I _.x_._.__,.~ _ - - - I II~ - 5359.87 ~ ~ ~ . I I I I 1 . ' „ 222, ~ : ~ t . _ ~ ~ ~ $9 53 54 E ~ i l~.~ _ . . . ' I ~ . _ . . - ~ , 1 ~ ~ , -T-- , ~-r r--r --r ~ ( I _ . . - ~ _ - ; ~ ~ ~ ~ ; I5~I1N~ S DE W1~.1( ~'0 ~tE1~Wt~ f ~ • ~ - I ~ ! I _L_~ L~i. , _ , : 3' MOr~O. WALK i _ _ _ - ~ R = 62. GRATE a 62. 6u ~ ~ ! ~ - ~ 24 47 _ ' ~ ~AI N 5$.84 ~ I OUl'(S) = 58.94 W---~ ~ 5$.80 I ~ ~ ( DETENTION PC ~ I I ~ ~ ~ ~sr, ~ ~ I ~ ~ ST 43R[ ~ WE 2 ~ ~ ~ ~ I ~ ~ `Sr,. " ~ ~ cRa = 1 ~ ~ w- - - w - - w- - r~ sa.3s ~ ~ ~ ~(P~. ~ 58.56 ~ c~ar~ = ss.~ ouT(s) =s~\ ~ 3 ~ ~ IN(N = 58J3 ~ OUT(E = 58.68 - ~ J sr MH `s~ - ~ - ~ _ _ - - - - I RIM = 63.01 : _ _ - -s~ - - - ~ CN(W - 58.26 uTIurr PLAN , I I IN(E= 58.26 ~ F I :k (n OUT(S) = 58.01 PRO,IECT NUM6ER 99095 ~ ~ ~rEET NUMBER ~ ~ 5 OF 10 ~ Waming: ft ia u violntion of the law for nny pereon, anlees acting under the direction of a licensed architoct, to aiter un item in any way. if an item in thie document is nltered, the altering architect, ff other than the architect of recorffjxabuiltle item hie seal and the notation "altered by" falio; 1 ~ 1 ~`a COPYRiGNT A CONTRACTi~N \~`w,~--~ ~ FARr~HS F BRADBU~RN 2'-11 1 /2" CONSIRUCTIQN 01 ~ - = = - 12" ~t i~~ 1. SET THE STAKES R „ 3 3 3 3 3 ~ 1 ~4 ~ PE ROW , , „ C~ " 0 C 2 2 4 1/2 ~ BOLTS ~ ~ WQCV WS ELEV. = 5364.2 ~ ~ t~ _ - . _ ,\i ~8" 35 1 /2" S>; ~ , ~ ~ . _ - i f ..r~ ~1 i n n ~ ti 1 , 1-6 SQ x 1~4 PLATE i • , FINISHED GRADE , - I _ ~ `r' ~ I p, rn 10-YEAR ORIFICE ~ ~ , ELEV. = 5363.25 E, _ _ _ . ~ _ o I I „ / ; ( r PLAT, SEE DFTAIL 12 PVC ~ ~ ~ ~ r~ ~ ~ ~I ~ , C~ 1.0% / / , I , I \ i r ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I I r\ r\ r\ r\ \ r\ r i\ i, r\ r, r\ r. , , ~ „ INV. OUT = 5359.34 J I 6 PUC DRA1N LINE " ' ' = 5359.54 ~ ~ ~ g 191/2 8, INV. IN E - ; - I I I i GROUT, SLOPE I I I i { TO OUTLET ( I ~ ~ I I ; Z f I I ; r , - ~ i I ( ' ~ ` ~ r--~ i - _ - - - = - - ~ a i I ~ _ ! _ ~ N-N ~ ~ ~ ~ ' r' ~ ! ~ ~ _ L _ ~'j ~ ~n ~ ~ I ( ~ r'/ ~ ~ ~ 403 401 T ~ i I ~ ' _ w4 ~ ~ i ~ ~ 1 ( ~ ; - _ ~ - AR ORIFI E ~ ' x 110 1~E I , , LAT,i SEE DET IL ~ 3. STAPIE FlITER I~A7ERIAL TO STAKES AND EXTEND !T fNTO TR~NCN ( _ ~ ' 6 PVC DRAIN LINE ~ , _ ~ ~ 402 ~ B" 0. ~ 402 INV. IN - 5359.54 ~ ' FiLTER FA8R16 ~ ~ ~ ~ „ ~ ~ 12 PVC 4-31/2 :;n::~,:.,::;. GROUT, SLOPE ' ' {~D 1.0% ~ X - ;i;;r;;=;;.,;: I I~ ~ ,<.;w TO OUTLET r i' INV. 0 = 5359.34 _ oi~ENSioNS r~E our-TO-our oF saR. ~.;~=r;r~~s:'~~: ~ I ~1 SECTION B B r, .,rt ~ - BENDING DIAGRAM ~ - - II `-1-------- ~t- ~ r ~ ~ ; , I ~ F ~ 00 ~ _ - ~ ~ _ ~ CORNERS REt1EVED 5 ~ r TO PREVENT ROCKING 3. / ~ A tem orar sediment barrier coi 51 s" E E P Y ~ ~ 3~ ~ ~ straw bales - ~ ~ • / 402 o s" o. . ~ z~ ~/a" D 0~ ~ 23" 31 1/4" ~ ~ SECI'ION A-A ~ ~ ~ ~ 0 23~ , 1 ~ ~ i" , 25 ~ ~ a/a i 1. To intercept and detain small o,_~ - ~ , ~ of limited extent ~n order to I r~ GENERAL NOTES ~ 3/4~ ' 4 ,~,s° ~ the site A I 3~ ° ° j CONCRETE SHALL BE CLASS A OR 8, INIEf MAY BE CAST-IN-PLACE F 2" ~+-1" OR PRECAST, C 3 i/2~ 48 1/8~ 2. To decrease the velocity nf shi IDES. 1 " . ~ CAST-IN-PLACE CONCRETE WALLS SHAtl 8E FORMfD ON BOTH S 39 M/4 ~ ~~g 39 7/8" SECTION F-F channel flows , - EXP05ED CONCREfE CORNERS SHALL BE CHAMFERED 3/4" SECT{ON C-C ~~-1" AND SHALL HAVE A 2" C C C C A= 1 3/4~ 5~ REINFORCING BARS SHALL BE ~15, DEFORMED ~ ~ MINIMUM CLEARANCE. i" 1" 8= i it/i6' ,L , _ A 4" A C=7 15/16" t" SI~„ STEPS SHAII 8E PROVIDED WNEN INLEf DII~ENStON "H" EXCEEDS 3' 6" AND SHALL BE IN ACCORDANCE WITN AASHTO t~ 199M. 4 1/16" 40~ i L r.. ALL GRATES AND FRAbIES SHAIL BE GRAY OR DUCTILE CAST IRON SECTIdN E-E f.06, GRATES ANO fRA1~ES SHALL 8E DESIGNED "~A CONFORAIING TO 7 2 TO WITHSTAND HS 20 LOADING. SECTION D-o N0. 13 GRATING & FRAMES TYPE 13 AREA INLET OUTL,~T D~TAIL APPROx. WEIGHT 121.5 ~b~ N0. 13 GRATE - r ~•J _ OPd ~ E~ pC;~ 0~'~ ~~F » Q~ ~ 8 pR ` 1■t ~ f - _ , P . ' ~ ~ 1~ T- `V, ~ ~~,51 `"'~~p/ U y'. 1' I' fi. ' ~ 4~ ORIFICE CUT f-~~;~--- ~ ` , - _ ~ \ IN TOP OF PIPE ~ = . __~~-r ti~"-~~~f ~ l5~" pr.,,.. ~ ti n~ ~--n n n~--.~ ~ _rr rr -r.~ - __Y --~__`~'~--7/ ~ 1'- ~ , ~ ~ ~ SOD ~ ~ 1~4 ~ HOLES X_,r y SqD 6• ~tiNlMU~ ~ ' r , i ~ ' , ~ z~ 2x 2 HOLES PER ROW , ~~,~~~,_!~~_-`~'_-~~.~;.,y~` ~ ^~,i: . . ~ ~ ~ - xi ,;e , ~u x ~ f ROWS 4 APART , ~ ~ , . d ~ ~ i ^ -t-~ ~ ~ ~ ,1 ~ ~ ~i, 1, 1 ~ r ~ , .v ~ ~ ~ ~ ` `y~- x/~'_ , / ~ ~/,~i 1 1 2" - 3' ROCK - - a - ~ _ 1 i _ _ 'v~` - _ i _ . / _ ~ ~ , ~ ; ~ ~ - ~ . ~ ~ ~ ~n F'"' ~ " " fl TER LA R 12 ~ END CAP .ti n_yv _x ,__x n_x ~ n_~~ n e~ t/2 - 3/a ~ n " _ ___w; _~_y _ ~ _J_...,~;_ ~ `f~ WASHEQ CRUSNED ~ , ~ ~ 11,~`' ~ ~ ~ 3~4 n'~r ~ ~ ~ ~ ~ ~L_ _ _ _ _ _ _ ` ~ ~ , ~ , 'v~= i _ ~ ~ , GRAVEL -r ' ~ ~ , ~F~-, b i ~ ~ ~ „J~ ~ .a-.. , ~ ~ ..+.-w 1 ` T / , • N . ~ , _r~ ~ _ ~ 6 PERFORATED , ~ ~ ~ r ~ ~4 ~ ~ o.~~ E V NICLE TR ~ _ . . - , ~ ~ ~ PVC PIPE ■ ~ _ _ ~ _ ~ ~ ~ a,>~-, . , -a~``nrJy~"`~,~ t~~ ~ P, , ~ ~ ~..x ..~x ~ ~ \ - ~ . -7'"~j , '.-~-.._4~~.- ~i / ` Si ~i,~," ~2 ~ Pvc ~iP~ ~.1 / , ~ . ' ~ TRENCH • ~ 1.0% > ~i . WRAP PIPE OR z`1~x .f~ y~-_~.f"~ r UV PROTE~"TED ~f ti~ WITH "MIRAFI 140N f i ~ _ -~_h,~.~__ .1 ~A~ ~ ~ .A ~A _ ~ INV. 5363.3 NON-WOVEN FABRIC OR L EQUlV, WRAP PER '-~h ' MANU~ACTURERS '-r ~ ~ ~ 5~ RECOi~MENdATIONS l, STRUCTI~RE ONTROL. OIJTLET C AI~ AVEL TRENCH DRAIN DE GR POND 1 ETENTI~N D N.T.S. N.T.S. ~ Bindin Wire or Twine ( 9 PIACE 1B' Cf~ICI~'IE BI.OGfS AT EAf~i END OF It~.ET AS ~FHDYN4 W1H EHD5 ACrUNST ql~l At~ CECl. 6pEN- ItJG5 Ht11~ZON7At» PASS 7x41~IRtlUi;H OU'IETt CEtl. OF 8L0(~t5, AI~ IIRRANt~ PLASTIC Ofi AIETAL 11k1( f~tA7ES 6EINEEN BI.OCKS AFID RE511NG AGANI5T 2x4. q1T UiP 7x4 F"LUSIT Y~3N 9t.OqC5 AND i'IACE IMIK CiU1TES 01rtR Bt.OC!( I~l1S. Fql. i~YA CRAiFS 2/3 ftM10F 1 1/2 ~~+m a~ Concrete Block Fiftered Runoff ~ ~ .i r i. _ s=' ' o ~4 n~oua+ a,~ cEU. o~ ~ ~ ~ Area Inlet ~wn~ a,rr~x mc~ ne e~oac ~r I ` ~ - - ~ u~,c a~,~ ov~ e~aat v-i I I-~ - c~us, r-~o s/a rUU. _ o~, ,/z' w~um Roac 4" ~11N ~ ravel Filter = _ _ _ ~ Wire Scree - - - _ _ _ =i ~ . , . i _ _ _ ~ ~ I I-I I I-I I I-I DRAVANG v D ~ - - E'rAll5 ¶1LE Points A should be higher than point 8 PROJECT NUMBER 99095 INSTALL AND MAITAIN CURB INLET SEDIMENT FIL7ERS AT ' I- - G U R B I N I E T S D O W N S T R E A M F R O M D I S T U R 8 E 0 A R E A S. - ~ - - -i I I-I I SHEET NUMBER P R 0 TE C TI 0 N ~ROSS SFCON OF A PROPERLY AREA INLET PROTECTION ~ PRQPER PLACEMENT OF STRAW BALE BARRIER IN DRAiNAGE WAY CURB INLET I- N.T.S. 0 N.T.S. T STRAW BALES 6 OF 10 N.T.S. Waming: ft is a violation of the law for any person, unless acting under the direction of a liceneed orchitect, to ofter an item in uny wny. If an item in thia document is a9tered, the aItering architect, it ather thon the nrchitect of recortfjxabnllti+e item his seal and the natation "nitered by" follow Atered by" followed by his signature and the dato of such alteration, and a apeciflc descnption of the afteration. i ~ i , ~ CALL UTII.ITY NOTIFICATION COPYRIGHr p ~ i ~ i CENTER OF COLORADO FENTRESS 9RADBURN ~ i i f ~_~~o~~~~-~~~~ ARCNITECTS, LTD, N ~ ~ I - e ' I~ ~ t3 14 ISSUED FOR; DATE. ` ~ ~ 5366. - ~ 2 ( 2 iN u~o oaw~ ~ ~ ~ ~ ~ 6 ~ ~ 7 ~9E,J. 2 BUSiNfSS DAYS IN ADVANCE F~P BEFORE YOU DIG, GRADE, OR EXCAVATE I - _ 9 3 3 4 4 5 Ftk2 THE MARKING OF UNDERGROUND ~ ~ ~ I ~ . X ~v, I - - ~ . ~fE~18ER U111J71E5. J I ~ ~ ~c r~ I , u~V. r~ 4 , .1._~y ~ 1 V. OUT = 5359.34 d.Q ` ~ , , , I ► \ I CONNECT Td%~BUILDING ~ ~ ` ~8 00 5ERVECE. R F. ~IECH. + ~ 0 EPIA a P ~ I ' , Al~~ PLAN ~ ! . T11~ER ~ E » ~ ~ 5 a ~ ~ 4 Pp ER ( 3 ,U. x-- - - - 9.$7 t EXISTING IdAIN N ~ / INSI~~.L. 6 fIRE NYORANI~__ . . ~ f 2 TAPPING SLEEVE A55~1,18LY, 33 LF 6 DIF' 1~ ' ~ ~-~LL--- FIRELINE CQNNECTION WIT{~ , 53 5~6 •22 - 3 TAPPING VALVE _ . ~ ~ - - - - - 4 DOUBLE SPIGOT PIPE 4~ 5' MtTrYO. W,4LK _ - NOTf t---- -~c-- - 5 PROPERTY LINE VALVE = 62.24 cs RATE = 62.47 6" IiERL CURB ; _ 294 N 58,84 I3/4 ? ~ OUl' S= 6 TIE RODS ~tEGALUGS ►,IAY BE USED iN PLACE OF RODDIN . - - - W- - ? OU ~ } 58,94 ; ~ ~ ) EXISTiNG 2~ ~8.80 ~ WAIER I , , , 40' t~ ~ WA'M~R tJNE ~~IETER 1 2 .4,'h 7 PIPE CWdP ~ PQ 0 10 20 ~ \ ~ INSTALL 61 LF 4F ~ ~ ~ ~ `Sre I 4" F1RE LlNE CONCRETE K~CKBLOCK ~ ~ ~ 12 ~ ~ w ~ i ~ 4 GA7E VALVE W E S T R D A U E N~ E g ~CHORiNG TEE (5WIVEL TEE WHERE APPLICABLE) SCALE: 1- 20 ~ 3 I ~ , \ ~ r,~ ~ j 10 ~I.J. VALVE t W- - - W - - - W- ~ ~GRATf = 62,36 r ~ = 58.56 11 DOf~ESTIC SERVICE TEE OR $ERVICE TAP IN~TAU. 6 x8 ~ ~ ~ ` w~r rAP, REMONE EXIS11 I ~llr(S) -S$~\ 12 POLYEfNYLENE 4VRAPPED .73 'l-- $C AND TNR ~.OCK CFtSTA[:L~"ii8" _ 5~,6$ 13 9d FlTTING (BEND FOR 2" dc St~IALLER) ~~-~_Pl.U.~AN ~ Sl MH ~S~------ DF -~,p~K__ ~ 14 VALVE OR CORPSTOP AS REQUIRED ON R C6NTINUE _ y - - - - - - - PER APPIJCABLE Mt7ER DETAIL (SEE SHEE7S 46 - 59) Ap ~ ( ~ RIM=63.01 ~Sr 7. CNLORINATION AND FLUSHING. ALL WATER MAINS SHAI.L BE INSTALLED AND 11. THE CONTRACTOR SHAL(. HAVE IN HIS POSSESSION AT ALI. TIMES ONE NOTE GENERAI.. WATER NOTES CNLORINATED PER SECTION 8.25 OF THE DENVER WATER D~PARTMENT STANDARDS, SIGNED CQPY OF THE PLANS WNICH HAVE BEEN APPROVED BY THE DENVER THE IINES SHALL BE GNLORINATED IN ACCORDANCE WITN AWWA C651, WATER BOARD. 1~ UTIL 1. AlL ~AA7ERIAlS ANO WQRKMANSHIP SHALL BE IN CONFORMANCE "DISINFEC7ING WATER ~IA(NS". TNE PREFERRED ~iETNOD IS TO USE SUFFICIENT COU WITH THE DENVER WATER DEPARTMENT ENGINEERING 57ANDARa5. ~1ATERlAL CNLORINE TABLET5 TO PRODUCE A 25 MG/L SOLUTION. THESE TABLETS SHOULD BE 12. COMiPAC110N OF ALL TRENCNES MUST BE ATTAINED AND ND STANDARD DRAWINGS: OR THE VALLEY WATER ADNEREQ TO THE TOP OF TNE PIPE SECTION NflTH PERMATIX CLEAR RTV, TH ~ SAW SPECIFICAl10NS. A E COMPAC710N TEST RESULTS SUB~11T7E0 TO THE DENVER WATER T~~~ DISTRiCt. WNICHEVER IS MORE 5TRINGENT. CHLORINATION (7F ANY FINISNED PIPELINE SWALL BE DONE PRIdR TO TNE DEPARTMENT'S CONSTRUCTION INSPECTION DIVISION AND WITH TNE HYDROSTATIC TES11N6. TRI-COUNTY HEALTN DEPARTMENT {341-9370) SHALL BE VALLEY WATER DISTRICT ENGINEER. 3 ST01 ~ 2. ALL WATER MAINS SHALL BE DUCTILE-IRON PIPE, CLASS 52, WI7H NOTIFIED AND THEIR RELEA5E SHALL CONSTITUTE ACCEPTABLE DISINFECTION. WE~~ PUSN-ON SINGLE GASKE7 TYPE JOINTS. DUC1'ILE-IRON PIPE SHALL BE 13. ALL BEND FITIINGS AND VALVES SHALL BE ROdDED. A~L BEND WRAPPED WI7N AN 8 MI~ MINIMUM THICKNESS POLYETHYLENE MATERIAL 8. HYDROSTATIC TESTING. WATER MAINS SHALL BE TESTED PER TNE REQUIREMEN?S FITTINGS SHALL NAVE A 15-F00T MINIMUM L N RCP ~ ( ) E GTH OF PiPE CLEi PER AWWA C105. OF SECTION 8.26 OF THE DENVER WATER DEPART~iENT S STANOARDS, ALL PIPE IMMEDIATELY ADJACENT TO EACN SIDE OF THE BEND ~'1711NG. ALL BENI SNALL BE FIELD PRESSURE TES7ED TO A MINIMUI~ OF 150 PSI. ALL TESTING SHALL RODDING SNALL TERMINATE BEHIND THE FtRST AVAILABLE BEND FITTING 3. ALL FITTINGS SHALL 8E MADE FROM GRAY-IRON OR DUCTILE IRON BE OdNE IN PRESENCE OF THE DENVER WATER bEPARTMENT INSPECTOR, ANO TNE THAT ~1EETS QR EXCEEDS THE DENVER WATER DEPAR7MENT 57ANDARDS AND FURNISNED WITW MECHANICAL JOINT ENDS. AI.L FITTINGS SHAL~ VALI.EY WATER DI5TRICT'S INSPECTOR. ALLOWABLE LEAKAGE FOR EACN SECTION OF FOR LENGTH OF RESTRAINED PIPE. HAVE A PRESSUR~ RATING OF 250 PSI AND SHALL BE WRAPPED WITH AN THE PIPE BETWEEN LINE VALVES SHAL~ NOT EXCEED TNE LEAKAGE RATE SET FORTH 8 MIL ~IININiUM THiCKNESS POLYETNYLENE MAl'ERIAI PER AWWA C105, BELOW, LEAKAGE FOR SITES NOT SHOWN SHALL 8E DETERMINED BY TNE D{STRICT. 14. ALL WORK SHALL BE IN5PEC1'ED AND APPROVED BY PERSONNEL OF THE ~ i DENVER WATER DEPARTMENT AND THE VALLEY WATER DIST~ICT. THE ~ L 4. THERE SHALL BE A ~IINIMUM C~VER OF 4,5 FEET OVER ALL WATER MAINS. CONTRAC70R SHALL NOTIFY TME DWD (303-62$-6627) AND HOWARD BUNGER (303-424-8278) AT LCAST 48 NOURS PR{OR TO THE START ~ 5. FIRE HYDRANTS SHALL BE MUELLER CENTURION MODEL A-473 ONLY, AND PIPE 51ZING ALLOWABLE LEAK PER 1,000 FEET OF CONSTRUC110N. SNAIL CONfOR~i TO SECTION MS-12 OF THE DENVER WATER DEPARTMENT'S INSIDE DIAt~ETER GALLQNS PER NOUR MATERIAL SPECIFICATIONS. FIRE HYDRANT ASSEN~BLIES SNALL INCLt1DE ALL PIP~, 4" 0.37 15. A SET OF CLEAR RECORD DRAWINGS PLANS ON MYLAR SHALL BE FITTINGS, VALVES, ~1ATERIA~S AND LABOR WHICH ARE NECESSARY TO INSTALL 6" 0.55 PROVIDED TO TNE DIST~ICT ENGINt~R PRIOR TO fINAL ACCEPTANCE OF 1 THE NYDRANT COMPLE7E AND IN P~ACE. 8° 0.74 JOB. ALL 07HER U11LI71E5 ENCOUNTERED DURING THE CONSTRUCTION 12" 1.10 SHAIL BE STATIONED, AND SNOWN ON TNE PLANS. 6, ALL BENOS, TEES, FIRE HYDRANTS, BLOW-OFFS, ANQ PLUGS AT DEAD END ~ m K. MAIN5 5NAlL BE PROTECTED FRdM THRUST BY USING CONCRETE TNRUST BLOCKw g. ALL VALVES ARE TO BE LOCATED ON PROPERTY LINE EXTENSIONS EXCEPT 16, ALL VALVE BOXES SHAL~ BE RAISED TO FINAL GRADE PRIOR TO a~ BASED ON 1,500 PSF ~IAXIMUM ALIOWABLE SOIL PRESSURE (AREA DOUBLE FOR TAPPING TEES WWERE AN ALTERNATE VALVE SHALL BE PI.ACED ON THE ACCEPTANCE OF WATER MAIN BY TNE DISTRiCT. TNAT SHOWN ON THE DENVER WATER DEPARTMENT'S S7ANqARO DRAWINGS). TAPPING TEE. OTHER VALVE LOCATIONS MAY BE REpUIRED AS SHOWN ON TNE i. r NINETY DEGREE BENDS SNALL USE 1.4 TIMES THE AREA FOR TEE OR DEAD AN5. ALL GATE VALVES SHALL BE DOUBLE DISK CONF I 97. SERVICE CONNECTIONS Ta ALL FERROUS MAINS SHALL BE ~---~~ri Pl. ORM NG TO AWWA C-500. END5. ELECTRICALLY INSULATED BY MEANS OF A WATER DEPARTMENT 10. WHEN tT 15 NECESSARY TO LOWER dR RAISE WAT~R LINES AT STORM DRAINS APPRaVED 1NSULAT`ING FITTING. CARE SHALi. BE TAf~cfv 70 PR~PERLY w41~tF1 It ~a AND OTHER UTILITY CROSSWGS, A MINIMU~I CLEARANCE OF 1.50 FEET SNALL INSTALL CORPORATiON STOPS AND PROVIDE ENOUGH SLACK IN SERVICE . t-_..n_~~.~... BE MAINTAINED BETWEEN OUTSIDE OF PIPES, LINES TO PROTECT AGAIN5T PULLOUT PRQBLEMS. 18. INDIVIDUAL PRESSURE REGULA70R VALVES REQUIRED FOR SERVICE. ~ . - . i ~ . j ~ ~ ~ ROD DIAMETER, GRADE & LENGTH OF RESTRAINED PIPE / ~ ~ 80ND BREAKER " " " " " " r~ W PIPE SlZE 4 6 8 12 16 20 24 Y i m D n ~ ~ FiniNC DLGDLGDLGDLGDLGDLGDLG ~A~~~s zJ o 6' FiRE N7 fl BEARING ~ 90 BEND SURFACE 3/~~ 30' M,S. 3/~~ 45' M.S. ~f ~ 60' M.S. 3/p 86' H.S. 1" 108' H.S. t%u 132' H.S. - 155 - 6" ANCHOR COUPI.iNG • p o TEE, PWG 4 ~ 4 4 4 OR 6" SWIVEL ADAP7ER O ~ o ° VALVE - - - - - - - - - t° 108' H,S. 1%n 132' N.S. - 155' - FINAL 1 • 4 C~iADE CURB AND GUTTER BOND ° n • BEARING SURFACE o , N , „ , „ , „ , , ~ o 0 BREAKER 45 BEND 3 9 M.S. 3 13 M.S. 3 18 M.S. 3 25 M.S. 1 32 M.S. 3„ 39 H.S. - 45 - ~4 ~4 ~4 ~4 ~4 ~ ~ ~ UNDISTURBED SbIL 22 ~BEND t' M,S. 3~ 4' M.S. 3,~ 5' t~,S. 3 p 7' ~1.S. 3~ 8' M.S. 3~ 10' ~i.S. - 12' - ~ I ~4 ~4 ~4 ~4 ~4 ~4 ~ ~E 5EE GA7E VALVE D 1 ) DEAD END E k ~ ~ ~ 1 Q 11 ~ p ~ p ~ 11 I 1 11 45 AND 90° BENDS BE~RING 11/4 BEND 3/4 1 ~1.S. 3~~ 2 M.S. 3~4 2 M.S. 3/ 3 M.S. - 3- SEE KICK BLOCK ~ 22 ~ ¢ 6" M.J, GATE VALVE ~ SUN~ACE DETAIL 6" VALVE BOX, WIDE 84ND SEE GA7E VALVE DE1 g~~~R NOTES: 6 ~ 1.) LENGTN OF RESTRAINED PIPE A~E4SURED EACN WAY FROM VALVES AND BENDS. L ~ Z) CIA~APS, RODS dc MEGALUGS NOT ALLOWED FOR 24" & tARGER PIPES. ~ „ S o~~ PLUG 3,~ p~p~p~{~a, ~~LENG7N, GaGRADE, M.S.~A~ILO STEEL, N.S.=HIGH SfREN~TH. ~-4 6" D,) PIPE M ~ 6"X8° TEE g" , p. n 4.) IAINiA1UA~ 4.5' GROUND COVER REQUIRED. " ~'-7" N~ d o ~ ~ X 5.} B.4SED ~N 150 PSi INTERNAI PRESSURE, FOR L AND PRESSURES 8"X6" TEE g~ 2-3/4" RODS AN) • L I S T E D O N S H E E T 2 1 O F 1 9 F O R D A N D G. SEE RODDING DETi TEE 6.) I~. S. = M I L D S T E E L R O D A S T M A 3 6. r - 12"X6" TEE t2" 7.) H,S. = HIGH 5TRENG7H ROD ASTAi A193 GRADE 67. B EDDING UNDIS7UR8ED a01L 8.) NUTS SHALL BE ASTM A307 GRADE A OR B HEXAGON NEAVY SERIES. ~IATERIAL ~ ( HIGH STRENGTH NUTS SHALL CONFORM TO ~dS-23, fINAI STANDARD INSTALL BOND ~ x 9.) CEE TIE RDD DEfAIL DRAWING. ALSO, 71E R~D COUPLING DEfAILS, GRADE i ~ TYP1CAL CROSS SECTI~N W~IP OETPJLS AND SET CUJdP DEI'AILS. BREAKER ' ~ g~qq~NG o VALVE 10,) tENG7H REFER5 TO THE AMOUNT OF PIPE WNICH IUUST BE RESTRAINED _ - I 6 n SUR~ACE 90 BEND TOGETHER AND i5 NOT NECESSARILY THE IENGTFI OF TNE RODS. ~ 1 t. LENGTH OF R~SCRAlNED PIPE CHART IS ALSO FOR THE LENGTH OF JOINT U~ ~ RESTHAINT FOR ~IEGALUGS. BOND BREAK DUC7ILE MINIMUM BEARING SURFAG~ AR~A iR~,N ~ ~ 12.) CROSSES MUST Bf t2ES7RAINED IN ALI. APPLICABLE DIRECTIONS. g~~EN FLANGE UNDISTURBED SOIL /IN SQUARE ~EET 13. 12" AND 51~IAt.LER IN IiNE VALVES AND TEES 5NALt. NAVE A M C IC KICKBLOCK AND PUI \ ~ ) E NAN AL ~E ~ JOINT RESTWJNT DEVICE ON EACN SIDE Of THE ~'(ff1N6 OR VALVE, TAPPING SADDLE PUI ~EE SIZE gENpS EE OR ~ t~ECHANiCAi. JQINT ftESTkAiNT OEVICE SHAt.L B~ pER MS-28 OF T TlIE ENGINEERING STANDA~tDS. 5• ~ aF ~ o ~ o 0 o DEAD BENDS HO' ct~ PIP~ 11 ~ 22/~ 45 90 ~Np 14.) A SECOND VAl.VE Will 8E REQUIRED TO BE CLOSED WNEN EXCAVATING NEXT TO A EXI5TiNG VALVE. ~ (U „ 1 - 4 1.00 9.00 1.00 N.A, 1.50 NOTES: va~iEs 6" 1.00 1.25 2.25 N.A, 3.q0 s~ 1.) BEARING SURFACES SHOWN IN CHART 8~ 1.00 2,00 4,00 N.A, 5.25 6" FABRICATEO S1EEL TAPPING ~ ARE MINI~iUI~, SLEEVE, EPOXY COATED, WIiN _ 12" 2.25 4.50 SJ5 N.A. ~ 1,25 STAINLESS STEEL BOI.TS. TAP 1 5v ~i~ 2.) BASED ON 150 PSI INTERNAL PIPE 16" .75 7.5 ~ ~ PRES5URE PLUS WATER HAAIA~ER. 3 0 14.50 27.OG 19.00 TO LARGE PIPE. TAP TO LARGE PIPE 4",6",8" AND 12" WATER NAA~~IER = 110 P.S.i. 20" 5.00 10.00 19.50 35.5~J 25.00 . N 16",20' AND 24" WA7ER Hkt~MER = 70 P.S.I. „ NQTES, 24 7.00 14.00 27.75 51,00 ;36.00 1, FIRE HYDRANT SHAt1 9E "MUELLER CENTURION MOdEL A-473" E ' 3. SEE SECTION 6,42 AND SECTIONS 8.19 STATED ABOVE. "WATEROU5 PACER l~ODEL WB-87-90" ARE A! `-r ~ . F N A HA T A MINIMUhi ~ OF THE ENGINEE~ING STANDAkD5. 2 IRE HYDRANT fLA GE ELEV TION 5 LL BE SE OF ~ ~ Ut 6-INGHtS AtiUYt FINAL GKAWt. 7NE NUMBER OF FIRE HYDRANTS AND HYDRANT LOCATIONS AS SHOWN ON THIS WATER DRAWNG llTLE 0- 4.) BASED ON 3,000 psf SOIL 3. THE fIRE HYDRANT RUN RODDING AND GATE VALVE SHALL 8E W BEARING CAPACIIY. DENYE61kMY0t pENyOt yOM WITHIN 12-INCHES Of FINAL GRADE, 9LVE SHALL 8E WRAPPED IN POLYETHYLENE FROld THE MAIN LINE lEE TO MAIN INS7ALLATION ARE CORRECT AND ADEQUATE TO SATISFY THE FIRE PROTECTION WAIER pLAN X 4. TNE FIRE HYDRANT SNAIL BE VERTICAL. m~w "'~wl+asaoaor+oa~w xatwJeti-~i 5.) NA = NOT APPUCABLE. 5. FIRE HY6RANTS 5ET CLOSER TNAN 7W0 FEET FROM PROPERTY l CONCRETE KICKBLOCKS 6. FIRE HYDRANTS TO 8E PAINTED WITH A 10 t~il, THICK SNOP C0i ROM PROPERTY IINE, OR OUT5IDE RIGHT-QF-WAY SHAl1 REQUIRE EASEMENTS. REQUIREMEN7S AS SPECIFIED BY THE ARVADA FIRE f'ROTECTION DISTRICT, FIRE FLOW REQUIRED 2000 G.P.M. , THICK SNOP COAT OF YELl6W COLOR, NEAVY DUTY ALKYD ENAMEL PAINT, PROJECT NUMBER coNFORMiNC ro FEOERAL caLoR No. 13538 sPEcIFicArIaNs. ' BEARiNG SURFACES AND INSTA PECIFICATIo►ds. 99095 s l.LATiON LENGTH OF RESTRAINED PIPE SHEET NUMBER - $CALE. _ _WONE DATE: _ JULY 1995 NONE SCALE: - - - - - - DATE: _ MARCH 1997 - - - - - FIRE HYDRAN DRN: _ C,B.B._ _ TR: _ - - - CK: - - - DRN• _ C.8.9._ 7R: CK: REVISED 7-95 REVISED 4_97 - - ° - CYDRANT ASSEMBLY SIGNATURE OF FIRE CHIEF OR DESIGNATE REPRE5ENTATIVE 7 OF 10 127 ~ 35 SHEET 19 Of 79 SHEETS APP: _ _ _ _ _ _ _ SHEET 20 OF 79 SHEEfS APP: _ _ _ _ _ _ DR, ._127_Na:_35 _ "e°''`°'d"y 112999 10435 Wnrning: It is a violntion of the Iow for any persan, unless nating under the ca'rection uf a licensed architect, to altar an itam in nny way. If an item in thie document ia aftered, the alterin architect if uther thun the orcir°~ " ' 9 , tect af recoritjxabarlitke item hie asol and the nata6on altered by foliaw Yltaeed hv' fnllnWed hv Mim aiann#iire nnd 1hN rinFw nf eiirk 1 i 1 COPYRIGNT 0 FENTRES5 BRADBURN ARCNITECTS, LTD. ICCIIGI'1 Gna. nerF. 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" ~1- = ' -t .3-4 ~ t .t .l~y_t - - - - - - - - - - - - - - r4~ K~3 sCALE: W_,,-O. , r SCALE: YO' sle-O• , i u • r. item in this document is oltered, the aiterin9 orchitect, if ather thdn the architect of reeord, shoiloffix to the item his seolnnd the notation "aiteretl by" foUowed b,, 9~ it is o violotion of the low for ony person, uniess actin9 under the direction of a ~~ansed architect, to alter an item m any woy. if an Warnin sod _3_ sod 3- CBS 9n surface parkin~ spaces - PLANT M~TERIAL LIST SYMB~L COMMON NAME B4TANICAL NAME ~ ` CBS Colorado Blue S ruce Picea un ens _ AP ~ustrian Pine Pinus ni~ra sad ~0d ' MSA Marshall's Seedless ~1sh Fraxinus pennsylvanica Fraxinus americana 'Au NRO Northern Red Oak Qu~rcus rubra ° Acer freenamii 'Jeffersr ~ ABM l ~ ~r~Il~z~~ TC~-I Thornless Hawthorne Cratae~us crus- alli va ~i PFC Prarie Fire Crab Malus 'Prarie Fire' 2- NRO - SSC S rin Snow Crab Ma~us 'S rin Snow' R~ Russian Sa e Peravskia atri licifolia I3J Rulfalo Juni er Juni erus sabina 'Buffa 3-~ TCH CAC Com~act American Cranberry Viburnum Trilobum . • . - - - sod . sod 1 _ I C ~ad _ _ _ _ _ . _ _ _ _ . _ _ _ ~y o~~~~~ ~ P ~ ~ ~ ~ • - i ~ _ ~ ' ~ sod ' blestone I ~ _ - - lch { - 46- C1~C - - - _ ~ . r AP 2- CBS , 3 _ ss - 10-- RS sod 4- BJ ~ sod ~ ~ sod - ~ building si~n '~venue annual planting ~plants by owner) ~.~.x,~~~a. e~,~.,~ __-~-n COPYRIGHT ~ FENTRESS BRADBURN ; ~ t~ _ _ 4 sod sad jt 3- " river rack y--~ 1 1 2 ~ d ~ so I _ I 1 M- ~ n I I I i - CBS 3 . ~ 1 1 surface arkin spaces 9 ~3 p ~ I I I ( , ~ I ~ I I OL COMMON N~ SYMB I . I orado Blue CBS Col I I Austrlan Pine AP , I - ~ sod ~ all s See I Marsh MSA sod I I I I Red Northern NR~ I I ~ ABM I ~ I , av~ ornless H . TCH '1 h I ~ - ~ rarie Fire C~ ~ PI'C P I ~ NRO ~ S rln Snow SSC . `~~,~r - I 4-- e of 2ncl stor I outlin 3' Bulldln s~ ~ ~ RS ~,usslan I i » ~ F3uffalo Junl BJ ~ver rock 2 r ( I 11 mE TCH Com act A 3 CAC ~ I i ~ - I I ~ ' I ~ e , _ sod , I - ~ sod i- a~~ ~ ~ „ r ~ver rock ~ 1 2 r • I _~..___v~~__ ~ ~ _ sod I ' I f - 'ce I - P ~ stor offi ~ I ea below ~nd y _ concrete ar I i - ~ , . I -l - - - - r- b ~ ~ ~ - - f ~ ~ ~ ~ I - S 0 d ~ ~ lJ ' -irri at~cl zone 5 non " ' cobblestone _ 2 -4 w~~lte to be ° - weed barrier ~ _ ~ over _ _ - I - - - ° -y - 1_ - - ulch - ~ to se erate m I- _ steel ed ing p _ I--- od areas t . ~6-- C~C lieds an s 3'P - - - - - - - _ - - e - r _ - - . ~ - - - BS 2 C 3 - AP ~ S 10- R • - ~S 3 sod 4-- BJ 3- AI3M od ~ od s s oc~ s ~ ; - uildin si n b g ~ _ ue ven r . . _ t1n lants owner nual lan ~ Y an p ~ ~ RAWING TITLE IANDSCAPE PLAN ROJECT NUMBER I (D HEET NUMBEft ° ._g 20 9 OF 10 COPYRIGHT ~ ' FENTRESS BRADBURN ARCHITECTS, LTD. I55UED FOR: DATE: FDP 1U30~99 ~ ~ , - u ii ~ i ~ 2 MAIi~.~l~ , u I I/ 2 MAi~.ll~ i ~ ~ _ ~ , ~ ~ ( ~ ~ ~ ~ ~ I ( ~ ~ ~ ~o; ~ iN{5 Ii~IGA110N 5Y51~M 15 C~51C~~~~1 % D ' 0 ~ tMtN 11~ ~O1.~0'uV1~1G WAi~~ i~f~~~~luI~N1"5; ° < ° ~ I-I/ 2" MA{~,Il~ ( ~ CI~Y M~1~~ - (-U 2" p,5,1, - MINIMl1M 0~ 8~-90 ( ~ . G,p,M, - MIf~M~tvi ~0 G,p,M. - ~ ~ I~ AN'! 0~ 11~~ 1~Ql11~M~Ni"515 ~1' N~i' z 2" S~~~VING ~ N - ~15 ~C~A110N 5Y51~M W~.~ NOf 01'~~A1~ f~O~~.Y ~ ~ - ~ - _1__ AtS~ UV~I, I~~CJ 1'0 f~ ~-k~SEGI~C1 ALCO~INC~.Y, ~ N~~ ~ I ~ ~ ~ I zo~, i ~ I ~ ~ I I Z ~ ~ I I A~~~ L~G~~~ o ~ ~ ~ ~ Ip I~ ~ . ~ ~ Z ~ ~ I I -t t rt f C? I~11~~ ~~'-PC~J G~~R ~ ~U1"O~WI ~6 NOZ2~~ ~ ~ ~ 1 I ~ ~ ~.~~vi~ d r----r-~-~ ~AII~31f~ 18t~4 ~N-~C~" 5l~A'r1~A~1 Wl ~.A511G NOT~I.~ ~ I I ~ ~~C~CD i-I/ 2" 825YA~' C~P(.~~OW AS~P1~.Y ' I ~ i I-I/Z" MAIf~fN~ ~ I~IT~l,~.1~C18-~.1a5 ~ C~(~.I,~~ ~ ( II ~ -f I - ~ I-I/ 2"I I"/ aA55 200 ~'VC ~A1~~lV. ~I~S ! r~ ~ ~ ~ 1-E/ 2"/ (~A~S 200 MAI~.I~ ~ o ' ' ~ ~ 4"/ 2" / SCW, ~0 pIJC ~~~VING A5 N01~n ~ ~ ~ ~ ~ ~ ~ ~ p ; ( ~ I ~ ~ ~ ~ _ _ _ ~ ~ i . _ _ _ _ _ _ _ _ _ _ _ . _ _ ~ ~ . _ _ _ . . I + - ~ °'~U t I, ~ ~ ~ ~ ~ Q ' ~ -J ~ ~ i ~ ~mt'~~ ~ _ d' ~ ~ U ~ ~ _ . _ _ ( - U~ N ? ~ 4) ~ ~ ~o~~ ~ ' ~ i ~ ~ i I ! . _ ~ ~ ' ~ I ' ~ 2,~ C~,~~UING - _ _ _ 1,_ ~ , ~ _ _ _ ~ ~E 1 - _ ' . _ a q~~ ~,~~VING , I ; I _ ~ - - , I ii - ~ I._ _ ~ , ~ I ~ - ; _ ~ ► i i, ~ ~ ~ - ~ I iI. _ ' - ~ ~ ~ i~ > , h ~ C" ~ IV~~.~~ _ _ _ I i ~ _ ~ ~ ~ _ ~1,. ~ ' ' _ _.j„~ ~ .i _ ' - ~ ~ i - . . I. . I ~ ~a + ~ ~ ~ { `t ,(I~~( ~ iii ~ ~~IIYV ~~~YIIW'I ~ ~ ~ I~ I ~I ~ _ ~ I d~ i ~ ~ _ _ _ _ _ ~ _ i~ _ _ ~ ° ~ ; ~ ~n ~~~~~~,t _ _ - - - ~u ° ! ~ i ' ~~W r : , ro ~ . - a ~ L L~~ ~YIVb~~ ~ ; ~ ~ ~ ~ ~ ~ ~ ~ aa~ I ~ ~ ~ ~ I ; ; i i ; ; RAWING TITLE ` IANDSCAPE ; PLAN ' ROJECT NUMBER , i a10~ NEET NUMBER i I 10 OF 1o r I i ' Fentress Bradburn A R C H I T E C T S L T D. Architecfure • Interiors • Planning Report of Contact 421 Broadway Denver, CO 80203 303.722.5000 Tel 303.722.5080 Fax studio@fentressbradbum.com www.feniressbradburn.com Contact Name: Company: Report By: Subject: Present: Copies To: Ted Prythero Jonathan Coppin Darin Morgan City of Wheat Ridge Bob Louden Building Code Issues M-E Engineers FBA Date: 12 November, 1999 aroject: M-E Engineers Project Na 7;99922.000 ' 6?~ ments: Fentress Bradburn Architects (FBA) reviewed several code issues with the City of Wheat Ridge Codes Administrator (Building Official). Is the surface parking area below the building considered a separate occupancy? Yes for the purpose of identifying required occupancy separations. The office building will be classified as a"B" occupancy and the parking area will be classified as "S-3". Therefore per Table 3-B a one-hour horizontal separation is required between the pazking area and the building area above it. If the parking area is kept more than 40 feet from the first floor portion of the building than no vertical separation will be required there. Does the parking area count as building area for the purpose of calculating allowable building area? No only enclosed building area will be counted. If the building is required to be provided with an automatic sprinkler system throughout does the parking area need to be sprinklered? No. The building will be considered fully sprinklered if all of the enclosed area is sprinklered. FBA asked for clarification of the City of Wheat Ridge amendment to the UFC section 1003.2.2 requiring all buildings over 18,000 SF to be fully sprinklered. The Building Official will review that requirement and get back to FBAA- DtrC. tr ►oqdQs of' Jg, oso sq(~. Pt Bv; lJi'„5,5 i BltCrs~"' OP ci. a'K.~ Fd~/Y7~ GGG,04Gif'V i+ b~•/Zy, ( U Th is ~L-F(,ri• w-► !t vp-e cP +o Xkp_ 4e_-> d-j-Le. A rocuw -ise, re✓'o-Q. ~LT / eS~ G~CL 2~1~ ~ i?-('J'~ ~ S.1o/'%!~'FyC2. fll ~1 C~-~LL r 0 0 M-E Engineers Tneaboverepresenisourunaerstanaingofsubjecistliscussetl,decisionsreached,anaaMionrobetaken.lfanyitemsarenottoyouruntlerstanding, PBgelOfl please atlvise Uis office. l-~y (:)►f- i°~ ~~t F>,,,,,j ~ F,>C -Vr~~~~jtt,,,j 7500 West 29th Avenue • Wheat Ridge, CO 80215 Planning: Phone # (303) 235-2846 Parks & Recreation: Phone # (303) 235-2877 Public Wo^ks: Phone # (303) 235-2861 Fax: Phone # (303) 235-2857 DATE ~~117 Name: &,Z Crd Okr Orgnnizntion: 1~~/lq Fax: 2 - S4,60 Phone: From: Dept: Plnnning~ Parks & Recreation ❑ Public Works ❑ Sub ject: es 2-Z 0 0 # of Pages: (Includin.g cover page) 2 Comments: Coeq~ Original to follow in the mail ❑ Yes ~ No HP Office7et Personal PrinterlFas/Copier Fas Log Report for DEVREVFAX 303 235 2857 Nov-17-99 03:52 PM Identi£caGon 93037225080 Result Paees Tvne Date Time Duration Diaenostic OK 02 Sent Nov-17 03:50P 00:01:36 002084130020 zan 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/ 235-2846 RldgB December 9, 1999 The Wheat Ridge Department of Communiry Development has received a request for a final development plan at the property described below. Your response to the following questions and any comments on this proposal would be appreciated by December 23, 1999. No response from you by this date will constiwte no objections or concerns regarding this proposal. CASE NOS: WZ-99-16 LOCATION: 10055 W. 43rd Avenue REQUESTED ACTION: Final development plan for Lot 1 of the Onyx Park Subdivision PURPOSE: 18,000 gross square foot, two-story professional office building. APPROXIMATE AREA: 60,635 square feet. 1. Are public facilities or services provided by your agency adequate to serve this development? 2. Are service lines available to the development? 3. Do you have adequate capacities to service the development? 4. Can and will your agency seivice this proposed development subject to your rules and regulations? 5. Are specific easements.needed on this or any other document? 6. Are there any comments your agency has identified which would or should affect approval of this request? Please reply to: ~ Meredith Reckert - Deparhnent of Planning & Development Fax:303/235-2857 DISTRIBUTION: X Water District (Valtey Water) X $anitation District (Clear Creek) X Fire District (Arvada Fire) Adjacent Ciry Q X Public Service Co. X US West Communications State Land Use Commission State Geological Survey Colorado Dept. Of Transportation Colorado Div. Of Wildlife Colorado Dept. of Natural Resources Denver Regional Council of Govemments Scientific and Cultural Facilities Dist. Metro Wastewater Reclamation Dist. Jefferson County Planning Dept. Completed by: (Name, Agency/Department, Date) Jeffco Health Department Jeffco Schools Jeffco Commissioners X TCI of Colorado X WHEAT RIDGE Post Office X WHEAT RIDGE Police Department X WHEAT RIDGE Public Works Dept. X WHEAT RIDGE Park & Rec Commission X WHEAT RIDGE Forestry Division X WHEAT RIDGE Building Division X WHEAT RIDGE Economic Development Fairmont Homeowners Association Prospect Recreation District Urban Drainage and Flood Control Dist. Regional Transportation Dist. Denver Metro Major League Baseball Dist. "The Carnation Ciry" O 3 t t N 0 s n 3 5 m 0 S ~ c a ~ a n t oa c ° a ~ m d ~s 3 S ry 10 3 Od za o O S p: c m A a° m ? C 3 ~ F. 0 ~ o' 7 ~ N J m ~ 0 ~ ; m 0 11 0 r ~ ~ rZl f'J 0 O G c'a N 3 A n ° -i A ° m m o ~ -i D ~ n ^ n y O O A 3 m a rt O v - O r^ D`~° ~ ~ j m m 3 ~ Z c i~ o ~ c ° ~ A ~ c o o w a O O O N rr ~ N O 6 ^ ~ cn m ~ ~ rt ~ E f'1 Q 6 N Z 41 ~ O E Z *Q p d 6 n o n N ~ J o * (D io n m v~v Q O O O ~ O a 3 m c N N 6 O3O N Q ~ e+'_~ O N tp e-r N ~ W C 6 ~ D O ~ aov a~ m p N O p ~ ~ D d 3 3 in Q y O` 3 C Q ~ N N ~ d 3 N ~ Q N 3 O a< m ~ ~ ~ Z 3 6 0 0 0 co ~ A ~ n~-n ~ rt C N 3 O m < °mD d c ~ 0~ f~ w 0 O ~ 0 ~ l 1 ~ y ~ l 1 y ~ 0 O l 1 V ~ z ~ c Date: 1112101 A Certificate of Occupancy or Completion has been requested for: ADDRESS: 10055 W. 43rd Drive PURPOSE OF STRUCTURE: New Commerci al Building Deparunent Approval: V~7 ~ Remarks: Zoning Remarks: Public Works Approval: iqj~n Vt Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approvai: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: cn Z O N N z? a W ~ Z ~ ~ m W ~ W = m ~ W o 0 ~ W W J m Cl) ~ W cn a v Z Cl) 0. ~ O - z v M cl) ~ N O Z = _ H V M M ~ O M cl N a M ~ Q O Cd) ~..i ix O O (a) J W 0 0% W C) ~ W rcW ~a Q s W ~ T N i ~ LLI LO ti W )I o J Z I ~ ~ ¢ a 0 ~ Z o m 0 m ~ ~ ~ W ~ 0 U) ~ 0 Z W Z R w 0 ¢ a ~ 0 O LL U y ¢ U Z m: U ~ CC ~ 0 U w ° m - O Cf) Z n Ln _ ' r o ~ ~ z z ~ ir w a cl) w W a a J ~ a z C7 co ~ co ~ ~ ~ 0 U W a (n Q U Z Y - F . W o Z ~ a ` - o ~ o C y 0. C ~ N C f6 N cc ~ ~ ~ • V U . ~ J n ~ N 3 \ . ~ s ~ o K s 'al o a J o• . . , ~ ~ y M ~ m I m c y W rn o .c o m > ro C .70 C > °6 p es r a as C ~ (3U C 2M ~ C ~ N N ~ O 0 N Y LL ~ o o[ o~ w w a = ii o[ i~ a Q7 ~ a ~ ~ 4 ~ ~ r , C 0 y e ~ ~ 0 0 n N ~ y a ~ ~ ~ ro. 0 Q V ~ ~ V ~ J W I- ~ Z N M N 0 N W ~ F-~ Z o~c a -a v 00 ~ Z M V O 3: O ~ . ~ ~ o ~ ~ . F ~ O Lm - I um Vi ~ ~ . ~ . cis a. ~ ~ s v c > ~ ~ ~ ~ Q l ~ , ~~a~~~ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at lUoS.S G-'- ~/_5 )~lx I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ~p i.yZccA, . 4?0-m 11;f Date inspector for Building Dept DO NOT REMOVE TFfiS TAG FORM WH6-22 You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at /O~ 5,5rfN - y 3 ~ 4 ~ I have this day inspected this structure and these premises and have found the foliowing violations of City and/or State laws gov- erning same: ~ pytQ uydn d.~ Foud~i ~ j cZl_ /A [q ~ ~ n' j Llr.....,.0i~.. _ _/if~ c You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date DO NOT REMOVE TKIS TAG DepL FORM Wfl6-Yt o- Ir rn croei MEMORANDUM 70: Darin Morgan, Chief Building Official GG: Greg KnudSOn, City Engineer Chuck 8raden, Engineering Tech. I FI:OM: Michael Garcia, Development f:eview Engineer ~Iok DAtE: Octaber 27, 2000 IZE: M-E Engineer5, Inc. -`1f~fJ~511/e5t`43rd;Avenu'- Final Inspection The Public WorkS Department will not 5ign offon the Certificate ofOccupancy at thi5 time becauee ofthe following i5eue5: 1. The roll-off dump5ter ha5 been relocated numerou5 time5 along the frontage of the 5ite. The 5treet frontage 5hall be cleaned ofdebrie and vehicles relocated for proper in5pection of the public improvement5. 2. Waiting for the Drainage Certification Letterfrom the engineer-of-record, Mr. Mace L. Pemberton, f .E. of MNA, Inc. A 5cheduled in5pection can be made with the I'ublic WorkS Department when the li5ted condition5 have been met. 10055w43rd_co.mem CTC-GEOTEK, INC. ENGINEERING TESTING INSPECTION November 2, 2000 Mr. Ted Prythero M-E Engineers, Inc. 4251 Kipling Street, Suite 400 Wheat Ridge, Colorado 80033 Subject: Conformance To Construction Specifications M-E Engineers Office Building 003.,~PWest:4P Street` Wheat Ridge, Colorado CTC-Geotek's Project No. 201033 Dear Mr. Frythero: In fulfilling our contract, we have performed on-site tests, and observations, including laboratory testing during the construction of this facility. These services were performed as an audit of the contractor's compliance with specifications. Tests and observations include density tests, observation of foundation bearing materials, observation and testing of smzctural steel framing welded, and bolted connections, observation of structural reinforcement, and consistency of delivered concrete mixes. Our laboratory and field tests in addition to our field observations stated above, indicate that the subject facility is in substantial conformance with the approved contract plans and specifications as they relate to our services. Items of non-conformance, within our testing and observation responsibility, were brought to the attention of the contractor, and engineer who then either resolved the deficiencies, or accepted them in the as-built condition. 155 SOUTH NAVAJO DENVER COLORADO 80223 303 698 1050 (FAX) 303 698-1053 Respectfully submitted, CTC-Geotek, Inc, By: Reviewed by: Eric R. Fulton Project Manager ERF:RS/jg ~p0 REr,~~ SCq~• < o:~~, U:O 27065 ~ Senior Engineer P. E. 3 copies sent 966L-Z£7C£0£) Xpd • Zl0£-bZb (£0£) • 0900-L0008 opqJoIoO'DpD/Ub' .Jaa1jS swWiS £099 JouIs!Q uocIoaIoid an3 spenlV Z'Z'£'£OI L6 D3f1 'uopadsut pue sjsa} Ue io; pannbai aotlou smou mo3-,iluannZ (g •passazppe aq ULAA uoiIonUIsaoO uio.g 2u!sue sjuauxa.nnbai apoo fuy (L 'i'£'£OOi L6 D311 •uotlels Bur.iol!uoui Aniaudoid io ajoruai `ruuao z oi pautwsaezi ,CHuatluuolne aq Uuqs pcre Tuai01Pp fIiIocnRsIp aq Uuqs sFuiiis aiqno.4 pue uziqa nnoB ialem puE Bu!zolniouz anreA (9 ' i' £OO I L6 D3I1 'IIOtW;s papuaUz ,iiluOlsuoO e1e uot;els alouiai io `,i.miaudoid `Iuiluao panozddz us ,iq paswadns aq Uuqs speau 00 i Iano smalshs ial3fnidS •papaamy (E) Z'£OO T L6 D3f1 'PaIdopE se apoO OuipIng uuoJTun aqI3o suzazs.Ss oiluuoins (o) 909 uoiloas zo eair pa}RUgun (c~ 90S AoT~oas ~u~z~in pan~sut s! uia;s6s uons uaqnn uials~is iapluuds e 8u[utziuo3 BLnPim4 ,fus uTqlya pane;su! aq Ueqs sleais uu2tE an3 at9?Pn`d (b •papuauJV'Z'£06 L6 D3f1 mals,is .[aptauds e Sinnias uotloauaw juauzusdap a.ig Bjo;aa3 OST u?~l?m PautelutE[u puE paRuwT aq Uuqs lueip)Cq azg y (E •papuauiy •j'I'£OOI L6 D3f1 'apsB pausFug aeoqs saq3u! 8b3o umunacmz z pula saqoa! 9£3o umumaatT e paleooi aq Uuqs adtdpuels io iapj~s u 8uLn.ias suotaaamzoo asou juauzymdap an3 (Z I'i'£OOI L6 D3f1 'spe3Jq1 p.rePuB3S ImO?;'aN Pl Iluis spzaJql asoq II`d ( I `sluaunuoo matnai ueid mo aju f?uTnAono3 aq,i, 'a^6' P,£b Ac1 SSOOT `UPaauToug g W W io3 uoc13010id 043 pa3q33o uop'3Re;suI :aH 5 1 Z08 opsiotoD `a9pu1Eay& 00/S I/9 •any,1,6Z M OOSL luaunxsdaQ Btnppng affpuizaym -saoinJaS ia;sqsid puo `anosad 'anj ul aouallaoxg lpuoi;QZiuo6ip P114siQ u040a40ad aaiJ bpOnad 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 : 10677 Date : 6/15/2000 Property Owner : Property Address : Contractor License No. : Company : 10055 W. 43rd AVENUE 17964 Central Fire Protection Cont. Phone: Phone: 576 8157 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)(CONTR4CTOR) SIGNED DATE Use: Description : Fire sprinkler system Construction Value : $20,498.00 Permit Fee : $335.25 Plan Review Fee : $0.00 Use Tax : $307.47 Total: $642.72 Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval : Expiration Date : Approval: (1) This permitwas issued in accordance wi[h the provisions setforth in yopur applica[ion and is sub'ec[ to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any oiher applicable ordinances of the City. (2) This permit shall expire if (A) the work au[horized is not commenced within sixty (60) days from issue date or (B) the building 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 requiretl, providetl no changes have been or will be made in the original plans antl specifcations and any suspension or abandonment has not exceeded one (t) year. If chan9es are matle or iFSUSpension or abandonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural flow of water causin9 a tlrainage problem. (5) Contractor shall notify the euilding Inspec[or hventy-four (24) hours in advance for all inspections and shall receive written approval on inspeclion card before proceediing with successive phases of thejob. (6) The issuance of a permit or the approval of drewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the pFOVisions of the building wdes or any other ordinance, law, rule or regula[ion. . Chief Building Inspector Arvada Fire Protection District Organizational Excelience In Fire, Rescue, and Disaster Services. Wheatridge BuIlding Department 7500 W 29" Ave. Wheatridge, Colorado 80215 6/15/00 RE: Installation of Fixed Fire Protection for M& E Engineering, 10055 W 43rd Ave. The following aze our plan review comments; 1) All hose threads shall be National Standard threads. UFC 97 1003.1.1 2) Fire department hose connections serving a sprinkler or standpipe shall be located a minimum of 36 inches and a maximum of 48 inches above finished grade. LTFC 97 1003.1.1. Amended. 3) A fire hydrant shall be installed and maintained within 150 feet of a fire department connection serving a sprinkler system. UFC 97 903.2. Amended. 4) Audible fire alarm signals shall be installed within any building containing a sprinkler system when such system is installed utilizing Section 506 (b) unlnnited azea or Section 506 (c) automatic systems of the Uniform Building Code as adopted. UFC 97 1003.2 (a). Amended. 5) Sprinkler systems over 100 heads shall be supervised by an approved central, proprietary, or remote station at a constantly attended station. UFC 97 10033.1. 6) Valve monitoring and water flow alann and trouble signals shall be distinctly different and shall be automatically transmitted to a central, remote or proprietary monitoring station. iTFC 97 10033.1. 7) Any code requirements arising from construction will be addressed. 8) Twenty-four hours notice required for all tests and inspection. LTFC 97 103.3.2.2 Arvada Fire Protection District 6503 Simms Street • Arvada, Colorado 80001-0060 •(303) 424-3012 • Fax (303) 432-7995 f J `z ~ ~ ~ 1 ~ ~ ~ . d ~ ~ 'f' ~ -t° 30'-0" ; ~ _ _ ~a a ~ ~ 4 -o' ' ~ , ~ ~ ~o0°ODD`~0 ~ ~~0~0 ~ ~i ~ , r'1 I~1 0 Zl ! ; zo , z-~eo< ; , ; i , ~=~c~,-o ~ ! . ~ ~ ~ ' i ~ D ~ 0 - E~ _ - t13 I~1 U < t~ ~ ; ; , ' -p _ _ _ _ _ _ ' o ' ~zr~ ~ - r~ ` Z~ ~ i 2 ~ ~ ~ ~i ~ I ~ ~ ~ ~ ~ i , ' I C'~~m I , I ~ ~y~ zQ ; ~ ~ ~ ( ~~,z~,r~ , , ~ , N ~ ~ _ ~ I ' ~ ~ ~S3 ~ ',<>l i ~ i ' , ~ ~ i C) I / i I ~ ~ , ~ ~ ; , ~ ~ ~ ~ ~ ~ ~ I~ . O 76 ~ ry ~ . . . . . ~ i ~ I ~ ~ ~ ~ F~ - a ~ ! i i ~ 1 , ~ O i i ~ - , i ~ ~ ~ ~ ~ ~ , : ~ I i ~ ~ ! ~ ~ I i . ~ , , i ~ ' i ~ ~ _ ! ~ I{ i _4 ! ~ - ~ t 3 ~ i ~ Sfeei ~ ; , I - ~ : I ~ ' I , I i ` ( , i ~ ~ ~b _ ~ ~ , , i ~ p "3 - . ' . ~ Et ~ ~ T . n J , i ~ 1 ~ ~ I ~ ' : ~ ~ i ~ . ~ ~ . 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Ir~ I~ I 0 t~ O m ~ D ~ o ~ ~ ~ ~ ~ ~ ~ ~ rn z -o `z CD m -U ~ `r ~ C- O IU} ['"I C CO Y X\ - U' ~ N IV p N d p, ~ a f r ~ IC~ 1 ~ I~ ~~(t~ c7 ~ ~ --C I C~ ~Cn v7 I I~ z-o ~ X. o o~° ~ n-~ ~ ~ o ~ o ~ m _ z ' ~ ~ I C7 3 n ~ ~ ~ I 1~~~1 1~ G7 ~ ! ~t7 . , . I ~ ~cC~ ~~z~rz . °--no ~ ~ ~ r, ° ~ ~ rn~ o~z rn r z ~ O ~ I I I I ~ ~ ~ . -p t,~ ~l -D ~ ~ ~ . ~ U~ ~ v_~ ~ ~ -o r ~ ~ ~ ~ ~ r : ; Z 4? ~ c7> D a ~ y~ ~ ~ D ~ ~ Q ~ I~ ?1 ~ --i ~ ~D ~7 • _ ~ ~ ~ cn s v rn ~ ~ ~ m cn y"' ° cn co m ~ (N ~ CD ~ II~-~ ~ I X C7 --r~ ~ ~ ' Tl ' r~- r~ ~ z~ r'' r r*+ m r{t CO co ~ fTl m o ~ • r~ rn ~ ~ ~ I Icn - I ~ ~ d ~ ~ ~ I ~ ~ ~ ; w ~ ° d -y ~ ~ ~ , ~ E I j (Z ~ ~ ~ Z ~ tTl ~ ~ D • ~ TI rv -o --a -i -o rn rn r~i ~ ~ ~ ~ ~ I ( ( I ~ ~ ~ ~ . . . ~ ~ ~ baw ~ ~ v z rn ~z z ~ --1 -i f'~~'I ~ ~ Q I ftt ~1 Z ~ r R o ~I, ~ ~ I I!( ~ ~ ~ ~~~fi ; r~ r- av r- Q c~ n ~ u~ in u~ rn m 7" Z: 'tl ~ „~r ~ ~ , ~ ~ I ~ ~ ~ u7 ~ ~'E ~ t,~ A r*i ; ~ m z -c~ -o ~ ~ ~ O I I ~ I (r` ~ `I . 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U W ~ W ~ d fl' ~~'Q C--) • c? ~ V) ¢ ~ ° - m , c~ c t~ ~ w c q p U a x ~wr~ w t O ~ ~ aN YN ~ U ~ ~ Q ~ ~ ~ x ~ QF- 0 o ~ w~ ~ c) ~a ~ ~ c n ~p ~ ~ U . . ¢ ~ Z Z ~ W W ~ W O ~ `i ~ d- Q7 . i~ cr w c~ ca ~ c~ i-- ~ v ~ w ~ ckf p ~w W o V ~ ~ ~ r-, C7 ~ ~ ~ ~ ~ ~ Y ~ '`C ,Q L~l q Cy ~ i J ~ ~ Q v, oe a Q C) Q Q 1: a~ o i w ~ • w Do M ~ z ~z z ~ ~Q-~ u~' ~4~``° I = r-~-- n d c~ z o ~ o a` ~ (i ~ C2 ~ w ~,n vi ~ cn ~ a o o W o `t 'q `n ~z . _~.1 ~ U ; w~ c~ia ~ v v a- d t~ ~ u~ ~ E D ~ ~ Q ~ ~ v v- Q a f1 r-~ 0 aC <r ~ Q ~ r~l tL ~ Q, r~ ~ cZ ~ o~~. ~ a, ~O ~ Q ! o c~ ~ ~ ~ w O w r~ ~ f- w v' P_ Q rr w ~ J t 0 ~ ~ w a w~ Q c i~ tn o ) x m t~ t~ ~ m ~ ~ ~ V ► ~ ~ ~ ~ ~ a ° ~ °z • ~ ~ °z ~ cv n ~ Z ~ ; d-~ v°"i a ~ a ~ a ~ ti ~ ~ w~ ~ ~ ~ ~ ~ ~ ? i r i ~ ~ ~ ~ ~ Q X F-- H" w ~ X 4.~ ~ f- Li L~ ii. ~ ~ W t~.l ~ ~ ~ ~ ~ W CC ~ ~ W UU', T ~ ~ ~ ~ ~ ,Z,~' ~ - - - - 0 z . ,Q Q ~ C7 ~ C7 (Il tn (,h U7 EIl iIl U7 sy tn T z 0~ j ~ f ~ (Y LY. ~ ~ ~ Y h Y ~ F I-W- Q `rW- ~s.7 N N 1-.. w c~ w cJ w C3 L C7 O? 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Ir ' _ ' ~ ~ ~ ( 2 i ~ a I~ ' 1 ~ r ~ , I I i i _ _'`i _ . ~ t - _ - _ ~ i 3 ~ , i ` i °1 ,d~l fi-,Zl _ ~ ~ ~ I~ 1 ~ ~ . ~ ~ ~ ~ t~ , , I 2 ~ ~ Z . ,~y I~._~i f ~ t ~ i i F t~. - ~ , ~ ~ ~ ' t + - r v~ ~ e ~ ~ - ~ wm _~L ~f . ~ ~ , , . ~ ~ I~~ ~ . ' ~ 1_- , , ° ~ ~ I ~ S i - ~ ~ _ ~ b~ ' I I ~ii ~ ~ ~ ; ~ ; ~ ~ ! i CJ ~ 1 ~ W d- ~ ~ , ~ ~ J ~ ~ ~ ! ; ~ ' _ ~ ~ - - - ~r ~ ` ~ ~ N ' f S-ro` ~ Z ~ I I ~ ~ } ` I jl N ~ I ' ' i . i I H F I 1 I l CY ~ i 1 - - ~ , . , ,r--~ ~ I r7 , ; ~ i Q I - ~ ~ ~ -p , ~ ~ ~ ~r t-- -}I -I ~ -f~ } ~ - ~ -~t ~-(-l . 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I i ' ~i ` ; • • . _ _ _ - _ . _ k ~7----- . i.__ , C~ cV o ~ ~ _ _ . - ~ cv ~ ~ ~ ~ ~ ~ - j - , ~ - ~ ; ; ~ - , ii ~ ' ~ , 1 I ; I I f= , _ ~ ~ ~ ~ ~ ~ i , , ~ ~ 4 I o; o t t _ , F - ~-t I j i;~ ~ I Jt1 ~ ' ( I ~ { I ; ~ ~ ~ I ;m i I ? ~ j o~ ~ ~ ' , ~ ~ , I - - ; _ ~ ~ , - ----t o-~~- ~ r , ~ ~ ; , ~ ~ ~ , , r ~ . ~ ~ i ~ ti~ ~ i . i ( , I ~ M ' ~ 1. t- ~ _ ~ -1 k ~ _ ~ , ~ ( i ;x , E ~ ~ ~ -L i , !t ~ ~L-~,~ 1 0 ~ I r i . I i ~ ,r ~l~ ~ ~ ~~~1~ I l~lE I Z ~ - ~ ; ~ ~ I I ~ i i I ~ I~ , I I , ~ , -t- f' ~ ~ r_ tr t - ~ { ~ ~ . ~ I ; I ~ ~ il I ~ ~ a~I I ~ d ~ ~ ' ~ ~ ~ r ' - ' ~ ~ ' ~ ~ ~ I ~ ' j w I, ~ f~I~-4- r -1 ~ ~ i, -r-~ , ~ ~ j i ~ ~~1 I ' i i ~ ~ , i ~ ~ ~ r I ir ; Q ~ I ~ ~ ~ ~ i ~ ~ ~ ~ t ~ l _ . _ ~ - _ , _ _ ~ E a j ~ ~ ~ ~ ~x I ! ' ~ ~ ~ i: i ; ~ ~ ~ ~ I ~ i cv co ~ ~ i ~ i ! i ~ ! ~ i wm I : . ~D; . L ~ _~J.-~ , t-~- ..~c~. i.- 1 ' F- ~ , ~ I 1 « ~~i mi n t ~ r Z , I, ~ '"I _r__" l.,? ' i ~ ' ~ i ' i , ~ i Q ~ b °x~ ~ d ~I ,Ot~t wm ; , ~ ~ .~~4 8-,a( ' - ~ , ~ _ ~ ~ , , -r-, , ~ ~ ~ ~ ~ , ' ~ tY- ; i ~ ~ cu l I , ~ i ~ - + - ' --I- ~ . -j t - - - ~ ~ ~'C~ - ~ y ( ,a~; E ~ `L ~ti ~ ~ ~ ~ i ' ~ ~ , ~ N , ~ ~ -o-o~ ~ _ ~Q~- ~ ' ~ _ ~ ~ ~ ~ ~ a ~ ~ I ~ ~ ~ , ~r ~ , ~ ' ~ ; ' ~ ,n ~ i I i ; ~ , l-ti 1~~ ~ _ - t r -NS~! d I ~ ~ J~ ~ ' ' - - - ~ _ _ _ _ _ , ~ w~/~ b-,a~ g , ~ vi~ ' ~ ~ ~ Z ; r . ~ , _ _ ~ ~ i ~ - i - f , ~ C- 1 ~ I r- i ~ r ~ . - - _ a - - ~ - ~ - E I I fi- i i ~ ~ - i i ~ ~ i~~ ~ ~ ~ ~ , ~ ( , , ~ ~ f ;~f , ; ~ t ~ ~ , r I N~ , u p~ ~ ~ i., i ~ ~ ~ ~ ~ I ~ ~ , i i ~ I ~ ; ~ I , ; ~ ~ ~ m~' _ - - ~ ~ ~ ~ ~ _ ~ o ~ ~ - I : I ! ; , : 1 ~ i _ ~ i ; ; ~ !i~Q-b _ ~ `-~~4~I ~ ~ ~ : ~ , a ` , < , ; i . - - T r~- E -~----r ~ T ~,O ~ ; . . . . . . _ _ _ _ . _ - ~ - , - ~ ~ , ; i ~ Q Si . ~ ~ ~ ~ ~ ~ I a0 ,9 - 'I , I , ' ' i ~ ~I ~ , I I I - i ( , _ _.9~- ---=~-----0_ti.~_._._.t_~ _ _ <,0-,Q~ R ~ „ ~ ~ u ~ ~ ; - i ,I I _ { Z ~ 9 ~ ~ b r N t~'1 ' ~ ! o co 0~ ~ j~ U I O I Q ~y ..i - ~ {i N Q O Q Q r Q i ~ Z ~ ~II O ~l1 x. U ll ~ E-- ' w ~ ' ~ ' Y- s ~ ~t _ Central Fire Protection Contractors, Inc. 10775 East 51st Avenue Denver, Colorado 80239 (303) 576-8157 Fax (303) 576-8159 Colorado State Registration # 004 M-E ENGINEERS, INC. 10055 W. 43RD Ave. WHEAT RIDGE,CO 80033 Eire Sprin kl er System draulic H Ca lculations y and Equipm ent Submittals M-E-ENGINEERS, INC. Drawing Date: -HYDRAULIC DESIGN INFORMATION SHEET . 6/.1/100 14:18. Job Name: M-E ENGINEERS, INC. Location: 10055 W. 43RD. AVE. WHEAT RIDGE 80033 Drawing Date: Remote Area Number: 1 Contractor: CENTRAL FIRE PROTECTION CONTRACTORS, INC Telephone:303576 8157 10775 E. 51ST. AVE. DENVER, COLORADO 80239 Designer: SONY BOYES Calculated By:SprinkCALC _ CSC Systems & Design Construction: NONCOMBUSTIBLE Occupancy:OFFICE Reviewing Authorities:WHEAT RIDGE FIRE DEPT. DESIGN Code:N.F.P.A. 13 Hazard:LIGHT System Type:WET Area of Sprinkler Operation 1500 sq fti Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make:CSC Model:ELO-16G Area per Sprinkler 400 sq ftl Size:3/4" K-Factor:11.40 Hose Allowance Inside 0 gpm ~ Temperature Rating:135 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 311.5 psi Required: 53.7 @ Source WATER SUPPLY . Water F1ow Test I Pump Data I Tank or Reservoir Date of Test 1-13-2000 ~ Rated Capacity 0 gpm ~ Capacity 0 ga1 Static Pressure 110.0 psi ~ Rated Pressure 0.0 psi ~ Elevation 0 Residual Pres 100.0 psi ~ Elevation 0 ~ At a Flow of 1592 gpm ~ Make: ~ Wel1 Elevation 0" ~ Model: I Proof Flow 0 gpm Location: KIPLING ST. AND 43RD AVE. Source of Information: VALLEY WATER DEPT. SYSTEM VOLUME 398 Gallons Notes: M-E ENGINEERS, INC. Drawing Dater 61 1111 00 14:18 - HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW IASS LENGTH C ID gpm psi TOTALS Hydr Re£ W Required at Hyd Area 1 212 42.1 psi 3 4" Grvd 90 E11 Eire-lock 10' 120 4.026 212 0.5 1 Pipe 4" DFx99 America 6' 120 4.328 212 0.1 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.026 212 0.2 1 4" Groove-O-Let 20' 120 4.026 212 0_3 1 4" Fingd Back Flow Valve FEBCO "850 CHART LOSS 212 4.0 1 4" F1ngd 90 E11 10' 120 4.026 212 0.2 Elevation Change 9'7" 4.1 Hydr Ref R1 Required at Base of Riser 212 1 Pipe 4" DIx18 DUCTILE IRON PIPE 140' 140 4.155 212 1.3 2 4" MJ 90 E11 MECH JOINT 16' 120 4.026 212 0.5 1 4"Gate Valve "NRS" UNDERGROUND VALV 3' 140 4.026 212 0.0 1 4" MJ Tee MECH JOINT 31' 120 4.026 212 0.5 Fixed Flow Outside Hose Allow. 100 gpm Fiydr Ref R2 Required at Source 312 Water Source110.0 psi static,100.0 psi residual @ 1592 gpm 312 gpm SAFETY PRESSURE 51.4 psi 53.7 psi 109.5 psi 55.8 psi Available Pressure of 109.5 psi Exceeds Required Pressure of 53.7 psi This is a safety margin of 55.8 psi or 51 % of Supply Maximum Water Velocity is 14.6 fps M-E ENGINEERS, INC. Drawing Date: 61 1/100 14:18 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x-\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg E11 T- Tee LT - Long Turn 90 E11 SPEC - Eitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fittinq Pf Friction loss (psi) to Pitting where Pf = 1 x 4.52 x(Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv . Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths ~ M-E ENGINEERS, INC. Drawing Date: 61 1/100 14 ZS REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT P£ Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W(PRIMARY PATB) . HEAD 4 40.0 1'a" 0 0 1'0" 7.8 fps 12.3 12.3 12.3 0.10 gpm/sq £t 1.452" 1 0 6'0" 0.096 0.7 0.0 0.0 K= 11.40 40.0 120 XL 0 7'0" 0" 0.0 12.3 12.3 REF 15 1'"1" 0 0 17'10" 5.8 fps 13.0 1.687" 1 0 8'0" 0.046 1.2 40.0 120 XL 0 25'10" 0" 0.0 REF 14 40.4 1'4" 0 0 2'8" 11.7 fps 14.2 14.2 PATH 2 1.687" 0 0 0" 0.169 0.4 0.9 K= 11.08 80.4 120 XL 0 2'8" 0" 0.0 13.3 REF 13 2" 0 0 11'0" 7.1 fps 14.6 2.154" 1 0 10`0" 0.051 1.1 80.4 120 XL 0 21'0" 0" 0.0 REF 10 84.2 2" 0 0 3'8" 14.6 fps 15.7 15.7 PATH 3 2.154" 1 0 10'0" 0.193 2.6 0.0 K= 21.24 164.6 120 XL 0 13'8" 3'8" 1.6 15.7 REF A1 21,i~" 0 0 1816" 9.1 fps 19.9 2.731" 0 0 0" 0.061 1.1 164.6 120 DF 0 18'6" 0" 0.0 REF A2 46.9 23W" 0 0 126'9" 11.7 fps 21.1 21.1 PATH 5 2.731" 1 0 12'0" 0.097 13.4 0.9 K= 10.45 211.5 120 DF 0 138'9" 0" 0.0 20.2 REF A3 4" 7 0 7815" 4.7 fps 34.5 4.328" 1 0 90'0" 0.010 1.7 211.5 120 DF 0 168'5" 13'8" 5.9 REF W 211.5 gpm PATH 1 K= 32.58 42.1 psi ~ M-EENGINEERS, INC.. 'REMOTE AREA #1 FLOW (GPM) PIPE Drawing Date: # OE LENGTH FITS FEET 61 1/100 14:18 . PAGE 2 PRESSURE BRANCH LINE SIINID7ARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REF'ERENCE 3 TO 14 HEAD 3 40.4 11,4" 0 0 1'6" 7.9 fps 12.6 12.6 12.6 0.10 gpm/sq ft 1.452" 1 0 6'0" 0.098 0.7 0.0 0.0 K= 11.40 40.4 120 XL 0 7'6" 0" 0.0 12.6 12.6 REF 14 40.4 gpm PATH 2 K= 11.08 PATH 3 EROM HYDRAULIC REFERENCE 1 TO 10 13.3 psi HEAD 1 41.7 11a" 0 0 1'6" 8.2 fps 13.4 13.4 13.4 0.10 gpm/sq ft 1.452" 1 0 6`0" 0.104 0.8 0.0 0.0 K= 11.40 41.7 120 XL 0 716" 0" 0.0 13.4 13.4 REF 12 1'-~" 0 0 17' 10" 6.0 fps 14.2 1.687" 0 0 0" 0.050 0.9 41.7 120 XL 0 17'10" 0" 0.0 REF 11 42.5 2" 0 0 1'8" 7.5 fps 15.1 15.1 PATA 4 2.154" 1 0 10'0" 0.056 0.7 0.4 K= 11.08 84.2 120 XL 0 11'8" 0" 0.0 14.7 REF 10 84.2 gpm PATH 3 K= 21.24 15.7 psi PATH 4 FROM HYDRAULIC REFERENCE 2 TO 11 HEAD 2 42.5 14" 0 0 1'6" 8.3 fps 13.9 13.9 13.9 0.11 gpm/sq ft 1.452" 1 0 6'0" 0.108 0.8 0.0 0.0 K= 11.40 42.5 120 XL 0 716" 0" 0.0 13.9 13.9 REF 11 42.5 gpm PATH 4 K= 11.06 PATB 5 FROM HYDRAULIC REEERENCE 5 TO A2 14.7 psi HEAD 5 46.9 0 0 19'2" 6.8 fps 17.9 17.9 17.9 0.12 gpm/sq ft 1.687" 0 0 0" 0.062 1.2 0.0 0.0 K= 11.40 46.9 120 XL 0 1912" 0" 0.0 17.9 17.9 CONTINUED 19.1 psi M-E ENGINEERS,~ INC.~ Dzawing Date: 611/100 14:18 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUbA4ARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATSON Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 5 TO A2 CONTINUED REF 40 2" 0 0 1310" 4.2 fps 19.1 2.154" 2 0 20'0" 0.019 0.6 46.9 120 XL 0 33'0" 313" 1.4 REF AZ 46.9 gpm PATH 5 K= 10.23 21.1 psi -cn -0 0 0 tn 0 N 0 a N N O 4 C C ~ C~ ` U C ~ ~ a A c c p u c ol I I I I i I I I I I I I i I i I i II i I [ I [ I 0 CD oycnm m -~r2Z maWm .~mp~ 00 °wmZ W • n O -n;u coS~ m F CD-' d. o ~ 'o ~ ~ m -u w ~ N r ~ W ~ N N C O ~p O O ' O - ~ O O ~ N O (D Z'O N N G) 3 ~ ~ 'D p (p Q N C N N W (J~ (11 ~ W O] N~I N. I _ ~ h OF_ c Vi O N CD iND ND 0 oo~ a3 (c n -o 'o m 3 0 cn v ~d x~ nW in p D CA v 4~~ x m ~ Central Fire Pratectfan Contractors, Inc. 10775 East 51st Avenue Denver, Colorado 80239 FaY 303-576-8159 Phone 303-576-8157 Fire Sprinkler System Product Submittal Far M-E ENGINEER45 INC• 10055 W. 43rd Ave. `iTheat Ridge, Colorado 80033 1. SPRINKLER HEADS: CENTRAI. MODEL "GB-QR" PENDENT, UPRIGH"I' AND SIDEWALL CENTRAL MODEL "ELO-16 GB-QR" PENDENT AND UPRIGH'T CENTRAL MODEL "ELOC" CONCEALED PENDENT 2. PIPE: ALLIED "XL" FOR THREADED APPLICATIONS AMERICAN TUBE "DYNA-FLOW "FOR GROOVED APPLICATIONS 3. F'ITTINGS: PADDICO DUCTILE IRON THREADED FITTINGS VICTAULIC GROOVED FTTTINGS 4. VALVES: FEBCO MODEL "850" DOUBLE CHECK ASSEMBLY CENTRAL MODEL "590F" CHECK VALVE CENTRAL MODEL "13" RISER MANIFOLD CEN'TRAI. MODEL "86A" FIRE DEPARTMENT CONNECTION 5. HANGERS: TOLCO CONCRETE INSERTS TOLCO "FIG. 65" TOP BEAM CLAMPS TOLCO "FIG.100" 3/8 ALL THREAD ROD TOLCO "FIG. 200" RING fIANGER 6. MISCELLANEOUS: ARGCO SPARE HEAD BOX AND AIlt/WATER GAUGES POTTER "OSYSU-2" SUPERVISORY SWITCH POTTER "SASH-120" OUTSIDE HORN AND LIGAT HQ,TI "FS-ONE" FIRESTOP 3EALANT GB. Quick Response Upright, Pendent, Rec. Pendent, Sidewall & Rec. Sidewail Glass Bulb Automatic Sprinklers Manufactured by: Central Sprinkier Company 457 North Cannon Avenue, Lansdale, Pennsylvania 79446 Product Description The Central Model GB-QR 8 GBLO-QR Automatic Sprinklers embrace the ultimate in advanced design features. They installation in accordance with current NFPA Standards. They are availvble in "/sz" incorporate the latest in glass bulb technology, which result in a much smaller, more attractive sprinkler. The operating mechanism consists of a liquid-filled 3 mm diameter frangible capsule that is only 20 mm in length. The Model GB-QR & GBLO-QR Automatic Sprinklers are intended for (73.5mm),1l2" (12Jmm), and'hs" (11. mm) orifice sizes and 135°F (57C), 155'F (680C), 200°F (93°C), and 250°F (1270C) temperature ratings.The Model GB-QR & GBLO-QR Sprinklers are available in Brass, Chrome, or White and Black painted finishes. Operation: The glass bulb capsule operating mechanism contains a heat- sensitive liquid that expands upon application of heat. Upon reaching the rated tempera[ure, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre- designed spray pattern to control or extinguish the fire. Technical Data Model & Orifice APProved Thread Deflector and Temperature Recessed Standard Approvals Size Style K-Factor Rating Escutcheon Finishes ` "•NPT" GBLO-QR 159F/68°C ELO Brass Uprigh[, (13.5 m m ) 200=F/93'C Recessed , Chrome, & UL, cUL, 3/4" Pendent. 8 8.0 (114 metric) 250'F/116'C Support painted & FM (20 mm) Rec. Pendent Cup (127 mm) 735'F/57'C GB-QR 5.6 (80 matric) ~ 155'F.6d'G Bress, UL, ULC, 112" Upright & & 200°F/93=C Chrome, 8 & WEA (15 mm) Pendent "(11.0 mm) z50'F/116=C painted (466-92-E Vol.lll) 42 (60 metric) 739F/57'G Brass, GB-0R 1/2(12'7 mm) 154F,'68'C Chrome, & " 1/2 Uorigh[& SB (EO metric) 200°F/93'C p2inted FM (15 mm) PendeN 2W'F;11''C Pendent " i I Only (127 mm) I GB-CR 5.6(80meCic) 135F%57-C GBRza/QR Brais, UL,ULQ 1/2., Reczssed & 155:Fi68`C Recessed Chrome, 8 & MEA (15 mm) Pzndent ,p" (17.0 mm) 200'F/93'C Supporl Cup Paintetl (406-92-E Vol.lll) 42 (60 metric) G'-OA 'r"(12.7mm) 135'F/57'C ' VentetlRec. erass, Rzczssed 5.6 ( 155F/68 C = ' Support Cup" Chrome, & FM Pentlent Fi93 200 C painted GBQR 4," (12J mm 13YF57'C ` ` GB Ras / oR Brass, UL. ULC, Sitlewall & 5.6 (80 me[ric) F;68 C 1'5 Recessed Ch & MEA J Pea Sidewall ppp"F/93'C Support Cuo (466-92-E VoLllp GB-0A (127mm) 135ASTC BrassB Side~,vall S.6 (80 metric) 155rF/68=C Chrome FM 200'F/93=C • Maximum working pressure: 175 psi (121 bar). The 7'2"(12] mm) orifice Upright, Pendent and Faa Pand. is UL artl ULC list=_tl viith a maximum working Fressurz of 250 psi (17.3 bar). Pvailable upon speciairequesL • Factory Hydro Test: 100'e ^5 500 psi (34.5 har) - Painted Versior.s zre UL. cUL. antl ULC liseetl as "Cormsion ResistanP" sprinklers. ^ Factory MuNal Approval for Rec. PendeN sprinklers requires the usz of a vented support cup. Part s3077 Chrome, :3072 Brass. and #3073 White. Thz GB-OR Sitlewall and Peczssetl Sitlewall is UL and ULC listed for Light and Ordinary Hazard Occupancies. Factory hNtual approval is limited ro Light Hazard Occupancies only. - 17/32"(13.5 mm)o 1/2"(12.7 mm) & 7/1 C"(11.0 mm) O!"IfICe Automatec Sprinkler No. 1 •7.0 Old Cat. No. 3•10.0 -GBLO-QR 97/32" Recessed Pendent i i i i 1 2 314"(50.8mm) Min. I 1 2 114"(57.2mm) Max. I SUPPORT CUP Nlodel ELO ~n Rec Escutcheon~~ I lb'd1N30 I ----:_GBLO-QR 17/32" - Upright &Pendent - COUPLING h,.. `e 1/8 (f3mmlMax _..fi,~, 3/8" (9:S.mm) ~ 1.. FINISHED CEILING LINE ltliilN30 I 2 1/8" (54 mm) 3 1/4" (83 mm) 1 3/76" (30 mm) GB-QR 7/16" & 1/2" Upright &Pendent 7 1/16' Pintle indicates ~(27mm) 7116" (11 mm) . - small orifice sprinkler " (50 mm) rNTRAL 1 /2 ~ F 1 /2" (50 mm) Pintle indicates 7/16" (il mm) (27mm) small orifice sprinkler GB-QR 7/16" & 1/2„ Recessed Pendent 2" (50mm) Min. ' SUPPORT ~-21/4" (57mm) Max. CUP FACE OF REDUCING ~ Model GB Res /OR' COUPLING Rec Escutcheon i i 3/4" (l9 mm) Max 3/8 (95mm)Min ~valN3~~ ~ ~ ~ FINISHED CEILING LINE r PinHe indicates 7116" (11 mm) small oriiice sprinkier 2 7; 8" (73.0 mm) 'Support cup for Model GB QR with FM Approval has slots in the face, the standard U.L. version does not. 2 GB-QR 1/2" Recessed Sidewall FACE OF 3/<' (18.1 mm) REDUqNG MAX. FINISHED COUPLING . 318"(9Smm) 'WALL LINE . WIN. - SJPPOFTGUP , ~ ~ ~ I tY r2 ]/8' (]3.Omm) ~ „3;,0 I (ae.o mm, i ~I I ' ~F- . z yifTs• (se.~ mm~ , GB ReslQR RECESSED ESCUTCHEON ' IU v I YB'~95mm) ~ AtlIUSVnen1 I Note: Central's Model 65 or 407 escutcheon may be used. Nlhen using Central's Model 65 escutcneon, face of R.C. to protrude 7/8" t 1/16" beyond finished wall line. Combination Wrench (Part #1106) (For 7/16" & 1/2" Upright Sprinklers) GB Sprinkler Wrench (Part #1099) ELO/ESLO Combination (Part #1073) (For 7/76" & 1/2" Pendent & Sidewall (For 17/32" Upright Sprinklers) Sprinklers) Amf~ mm- Design ~ Data The Model GB-QR & GBLO-QR Automatic Sprinklers are intended for standard area coverages and flow and pressure requirements as specified in current NFPA Standards for quick response sprinklers. Installation All Central Model GB-QR & GBLO-QR Automatic Sprinklers must be installed according to current NFPA Standards. Deviations from these requirements and standards or any alteration to the sprinkler itseif will void any warranty made by Central Sprinkler Company. In addition, instailation must aiso meet locat 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; repiace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Note: Use Appropriate wrench when installing the Upright, Pendent, and Sidewall Sprinklers. Step 1. The unit must be installed 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-harrlening pipe joint compound or Teflon` tape. Apply only to male threads. Step 3. install the sprinkler according to the dimensions shown in the installation diagrams on pages two and three of this technical bulletin. For recessed ' Teflon is a trademark of the DuPOnt Corp. ELO/ESLO Offset-(Part #1093) (For 17/32" Pendent Sprinklers) applications, do not use the push-on escutcheon plate to hold the unit in position. The sprinkler will only function properly when anchored to the building structure. Step 4. Hand tighten the sprinkler into the fitting. Then use the appropriate Central Wrench to tighten the unit into the fitting. A leak-tight joint requires only 7 to 14 ft.-Ibs. (9.5 to 19.0 Nm) of torque; a tangential force of 14 to 28 Ibs. (62 to 125 N) delivered through a 6" (150 mm) handle will deliver adequate torque. Torque levels over 21 ft.-Ibs. (29 Nm) may distort the orifice seal, resulting in leakage. Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers 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 impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 100°F/38°C. For best resutts, store them in a cool, dry location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers must never be painted, coated, plated, or altered in any other way from manutactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "lnspection, Testing and Maintenance OO 1999 Central Sprinkler Company Printed in U.S.A. of Water-Based Fire Protection___ _ Systems", contains guidelines and minimum maintenance requirements. Furthermore, the local Authorify Naving Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection th2t must be obeyed. li 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 repiacements. 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 event that construction has altered the originai configuration, additional sprinklers may need to be installed to maintain the protection levei. Do not attempt to replace sprinklers without first removing the tire protection system from sarvice. 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 your system operating guide and valve instructions. 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 temperaturz 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 need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are availabie through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or cali 215362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa EENTRAL =0.0703bg/cm'- 1 U.S. gallon = 3.785 dm' - = 3.785 liters Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 PHONE (215) 362-0700 FAX (215) 362-5385 Conversions are approximate. GB-aR.6 = 0 1r10k ELOmI6 FR i Extra Large Orifice Quick Response Extended Coverage Light Hazard , Upright, Pendent and Recessed Pendent Glass Bulb Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue. Lansdale. Pennsv Product Technical Description 110ata The Central Model ELO-16 GB FR Exira Large Orifice Upright, Pendent and Recessed Pendent Glass Bulb Automatic Sprinklers are designed for Extended Coverage spacing in Light Hazard occupancies per NFPA 13. They are Listed as Quick Response, up to 20' x 20' (6. tx 6.7 m). The ELO-16 GB FR Sprinklers are Listed by U.L. for installa- tion in LH occupancies having ceiling construction as specified in NFPA 13 under smooth flat ceilings. 'rhe Model ELO-76 GB FR Glass Bulb Sprinklers incorporate a specially designed deflector that provides a much greater area of coverage than most commercial sprinklers. The extra large orifice allows this greater area of cover- age, while requiring much lower pressure. The Model ELO-16 GB FR incorporatzs the latest in heat-responsive glass bulb technology. The operating mechanism consists of a 3 mm liquid-tilled frangible capsule that is only 20 mm in length. The ELO-16 GB FR sprinklers are Listed by Underwriters Laboratories as Extra Large Orifice Sprinklers. They are intended for use, as all extended cover- age sprinklers are, wiith hydraulically designed systems and using the flows and pressures as shown in this brochure. All spacing is rounded up to the next higher category. For example, 17'-6" x 75'-0" (7.9 x 4.6 m) spacing would be calculated at the Listed 18' x 18' (5.5 x 5.5 m) flow and pressure. Operation: The glass bulb capsule operating mechanism contains a heat- sensitive liquid that expands upon application of heac At the ra!=d tempera- ~ tur2, the frangible capsule ruptures, thereby releasing the orifice seal. The sprinkler then discharges water in a pre- d2;igned spray pattem to control or extinguish the fire. Model: ELO-16 GB FR Style: Upright, Pendent and Recessed Pendent Escutcheon: Model ELO 2-piece RecessedNented Escutcheon Note: For the recessed configuration, only the Model ELO 2•piece Recessed/ Vented Escutcheon may 6e used. Substitution of other "recessed" escutcheons may impair the operating sensitivify and distribution pattern. For the pendent version, non-recessed escutcheons such as the hlode1401 may 6e used, 6ut are not required. Wrench: ELO/ESLO/ESFR Combination (upright and pendent) Part #1073 ELO Offset (recessed pendent) Part #1092 Orifice Size: 0.64" (76.3 mm) (ELO) K-Factor: 11.4 (tss.o2merric) Thread Size: ?'a' N.P.T. (2omm) Temperature Rating & Glass Bulb Color: Ordinary 135'F/570C Orange(uL oWY) 1553F/680C Red Intermediate 200'F/93=C Green High 2503F/1210C Blue Approvals: U.L.,'FM, MEA 406-92-E Vol. II ' FM Approval is lor pendent or upright not recessed pendent Please consult FM Guidelines for inst211ation criteria. Maximum Working Pressure: 175 psi (12.7 6ar) Factory Hydro Test: 100% dt 500 pSi (34.5 bar) Standard Finishes: brass, chrome plated Corrosion-Resistant Coatings: whit2 or black pzinted (U.L. only) Escutcheon: brass, chrome plated, white or black painted Length: 3Ya" (79Amm) Width: 2" (5o.8mm) Weight 5.0 oz. (142grams) ~ ~ Quick Response Extended Coverage Light Hazard Upright Pendent & Recessed Pendent Sprinkler No. 2•4.0 Old Cat. No. 3•3.0 _ - ELO-16 GB QR Quick-Response Extended Coverage Light Haiard Upright n- v 3 7/S" ~ . (79.4 mm) ELO .64 ~ 2"(50.8 mm) ~ . Diameter -EL0-16 GB QR Quick Response ' Extended Coverage Light Hazard Pendent I I ~ I ~ I b9' Ol3 I 2 3/S" I i~~ I 3 1/8" 60.3mm) ~ (79.4mm) Ref. I A I 1 7/8"(47.6mm) Diameter Note: Central's Model 65 or 401 escutcheon may be usetl. When using Central's Wotlel 65 escutcheon, the face of R.C. is to pmtrude 1/8" (32mm) i1116"(1.6 mm) beyontl the finished ceiling line. ELO-16 GB QR Quick Response Extended Coverage Light Hazard Recessed Pendent ~ f'i" x 3/4"(25 x 20 mm) ~ Reducing Coupling Face of Reducing Coupling ~ 0 0 ~ ~ 2 21/4" (572 mm) Dia. Min. 2 3/4" (69.9 mm) Dia. Max. 3 1/4" (82.6 mm) Diame[er . ~ 0 0009 la~ Design , Data Installation Design Requirements - Upright Light Hazard Extended Coverage Appiications Spacing Flow/Pressure U pright Sensitivity 135'F 155'F, 200°F, & 250°F (57'C) (6$°C). (93`C), & (121'C) 16' X 16' 30.2 gpm/7.0 psi QR QR (4.9 x 4.9) (114.5 Lpm 10.5 bar) 18'x78' 33 gpm/8.4 psi QR QR (5.5 x 5.5) (125.1 Lpm / 0.6 bar) 20'x20' 40.0 gpm/12.3 psi QR STD (6.1 x 6.1) (757.6 Lpm / 0.8 bar) Caufion: Minimum spacing between sprink►ers is 12' for upright version. Design Requirements - Pendent & Recessed Pendent Light Hazard Extended Coverage Applications All Central Model ELO-16 GB QR Automatic Glass Bulb Sprinklers must be installed according to current NFPA 13 Standards and these installation in- structions. Deviations from these re- quirements and standards or any alter- ation to the sprinkler itself 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 piace to avoid mechanical damage; replace any damaged units. Upon completion of the installation, the system must be tested per recog- nized standards. Spacing Fiow/Pressure Pendent Sensitivity Recessed PendentSensitivity . 135°F 155°F, 200'F, & 250°F 1350F 155'F, 200'F, 250'F (57°C) (68°C), (93°C), & (121'C) (57°C) (68°C), (93'C), & (12PC) 16' X 16' 30.2 gpm/7.0 psi QR QR QR QR (4.9 x 4.9) (114.5 Lpm / 0.5 bar) 18'x78' 33 gpm/8.4 psi QR QR QR" STD (5.5 x 5.5) (125.1 Lpm / 0.6 bar) 20'x20' 40.0 gpm/12.3 psi QR STD QR' STD (6.1x6.1) (151.6 Lpm / 0.8 bar) " Use ELO vented support cup assembly, Part #4111 Brass, #4110 Chrome, #4112 White Caution; Minimum spacing between sprinklers is 12'-6" (3.81 m) for pendent and recessed pendent versions. Nofe: All spacings are nof lisfed as quick response. Please check. For FM Projects FM Approval for the ELO-16 GB FR pendent is subject to the FM installation guidelines. Consult your local FM office for information. A01 In the event of a thread leak, remove the unit, apply new pipe joint com- pound or tape, and reinstall. Installation Sequence Step 1. For Recessed Pendent Sprin- klers, the face of the sprinkler fitting should be installed a nominal'/a' (19.1 mm) (±3/a" (9.5 mm) behind the ceiling line. Adjustments are made via the push-on escutcheon. Step 2. Use only a non-hardening pipe joint compound or Teflon' tape. Apply only to the male threads. Step 3. Hand tighten the sprinkler inic the fitting. Use the appropriate Central wrench to tighten the unit into the fit- ting. A leak-tight joint requires only 7 to 14 ft.-Ibs. of torque (9.5 to 19.0 Nm); a tangential force of 14 to 28 Ibs. (62.3 to 'Teflon is a trademark of the DuPOnt Corp. 124.5 N) delivered through a 6" (150_ mm) handle will deliver adequate torque. Torque levels over 21 ft.-Ibs. (28.6 Nm) may distort the orifice seal, resulting in leakage. The upright sprinklers shall be ori- ented so the frame arms are parallel with the branch line pipe per NFPA. Care & Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 100°F/380C. For best resuits, store them in a dry, cool loca- tion in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condiCion or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA Standard 25 entitled, "Inspection, Testing and Maintenance of Water-Based Fire Protection Sys- tem", contains guidelines and mini- mum maintenance requirements. Fur- thermore, the local Authoriry Having Jurisdiction may have additional regu- lations and requirements for mainte- nance, testing, and inspection that must be obeyed. li is advisable to have sprinkler sys- tems inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmo- sphere, water supply, and site activity. Do not attempt to reassembly or oth- erwise reuse a sprinkier that has oper- ated. Replace any sprinkler exhibiting corrosion or damage; always use new kI f h erty, nothing should be hung or_at- tached to the sprinkler unit that would orderin[J - disrupt the pattern. Such obstructions . must be removed. In the eventthat Informatron = construction has altered the original - configuration, additional sprinklers should be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protec- tion system from service. Be certain to secure permission from all Authori- ties Having Jurisdiction, and notify all personnel who may be affected dur- ing system shutdown. A fire watch during maintenance periods is a wise precaution. To remove the system from service mode, first refer to the system operat- ing guide and valve instruction. Drain the water and relieve pressure in the pipes. Remove the existing unit and install the repiacement, using-only the special sprinkler wrench. Be certain to match the model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immedi- ately. Inspect the entire system for damage and replace or repair as nec- essary. Sprinklers that did not operate but were subjected to corrosive ele- ments of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail mini- mum replacement requirements and regulations. sprin ers o t e same type and tem- ~ENTRAL perature rating as rep;acements. Because the discharge pattern is critical to protection of life and prop- Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19440 OO 1999 Centrzl Sprinkler Company PHONE (215) 302-0700 Printed in U.S.A. FAX (215) 362-5385 Ordering Information: When plac- ing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, arid sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and inter- nationally, through a network of Cen- tral Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Com- pany will repair and/or replace any products found to be defective in ma- terial or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: t inch = 25.400 mm 1 foat = 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/cm2 1 U.S. galion = 3.785 dm= = 3.785 liters Conversions are approximate. - _W OPTIMAT^^ is a registered trademark of Central Sprinkler Company. 0 ELO-16 GB FR.7 '1i r : pt I azM ~ 011Ce1fed Quick Response Extended Coverage Automatic Sprinkler N12nufac,wed by: Central Sprinkler Comp2ny 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Pro d u et Also, the ELO OptimaTM Concealed comes with a protective cap that protects it from Deseription damage and paint with a special cone shaped point that allows the ceiling to be marked for exact hole location. Central's Model ELOC Sprinkler, the ELO OptimaT" Adjustable Concealed, is an extra large orifice, quick response, extended coverage, adjustable concealed sprinkler. It provides almost t" (25.4mm) of adjustment in a thread on cover plate and a quick response listing up to 18' x 18' (s.sm x 5.5m) spacing. The Model ELOC covers 400 sq. ft. (372m2) using less pressure than a standard'/z"(ismm) sprinkler would use at 225 112 (20.9m2). The Model ELOC is the sprinkler of choice for any light hazard ceiling application, especially applications requiring the additional aesthetics of a concealed sprinkler. This combination of features allows the ELO OptimaTM Concealed Sprinkler to provid2 the most cost effective method of installing concealed sprinklers in a light hazard occupancy. The ELO OptimaT^" Conceaied Sprinkler employs Central's exclusive link activating mechanism. The sprinkler is brass with iYs cover plate available in brass, chrome plated or white painted with special finishes available. Operetion: The sprinkler absorbs heat through iYs ceiling cover plate which is soldered to the adjustable retainer ring with a fusible alloy. At the rated temperature, the alloy fuses, resulting in the plate dropping away from the sprinkier. At this point, the deflector drops down below the ceiling surface, bringing about the link's exposure to the fire's heat. The heat fuses the link's thermal element resulting in a rapid expul- sion of boih the activating mechanism, as well as the sealing cap. Water can now flow in a pattern engineered to meet the ex- tended coverage requirements. By addinq the ootion of the clean room seal, the ELOC can be used in ar2as where dust or air flow cannot be allowed between the room and the area above the ceiling. This option is used extensively in "ciean room" applications where the integrity of the ceiling is critical. The clean room seal is U.L. Listed for 76'x16' (4.9m x 4.9m) and 18'x18' (s.sm x 5.5m) spacings for standard response only. It is NOT Listed for 20'x20' (6.1m x 6.1m). See clean room seal data sheel for details. inh2rent in the design, is the capability to compensate for ceiling heights which vary with respect to the sprinkler system piping. This significant featur2 alloevs the ELO OptimaTM Conceaied to seat flush with 10 ceilings tha[ can fluctuate over'/," (79.1mm) in heiohL It's 3Y_" (82.6mm) diameter cover plzte pre;znts an unobstructed and ae;thetically pleasing appearance. The thin cover plate projects a mere'/,s' (4.8mm) below the ceiling. Technical Wrench: OptimaTM Concealed (Partx12&5) Orifice Size: .64" (~6.3mm) (ELO) K-Factor: 11.4 (isa.a merric) Thread Size: 3/,' (2o mm) N.P.T. Approvals: U.L., cUL, M.E.A. 7-95-E Temperature Ratings: See chart on Data Model: ELOC Style: Concealed (adjustabie) Options: 'Clean Room Seal (Part#10908100) ' Clean Room Seal is Lisred lor ELOC as standard response only. Please relerence Clean Room Seal tlata sheet lor more inlormation. page 3 Nlaximum Working Pressure: 175,psi (12.1 bar) i L0.-P T. ..■~.M.Ai~ 1.64 (is.3 mm) Orifice Adjustable Concealet! I~ight Hazard Sprinkler Factory Hydro Test: 100% 8t 500 psi (34s tar) Standard Finishes: Sprinkler: brass Cover Plate: brass, chrome plated or white painted with special painted finishes availabie. Length: 2%' to 31A' (00.3 mm to 82.6 mm) Cover Plate: 3Ya" diameter (82.6 mm) Ceiling Openino: 21h" diameter(ss.smm) Weight: 8.8 oz. (2499) complete assembly with cover plate Patented with additional patents pending. No. 2•7.0 Old Cat. No. 2-7.6 - - - Figure 1 _ ELO OptimaTM Concealed Pendent (Non-Acfivated) ~ i 1" x 3/4"(25mm x 20mm) Reducing Coupling (63.5mm±32mm) a ~ ~ Hole Diameter t~ I i ~ ~ 3;8" ~ i '(9.Smm) ' (ref.) Face of Reducing Coupling j `T m ~ N M 9 E O O io E o E ~ m +I +I~ O p ~ b N ~ N r N , ,t ~i, • . 3 1/4"(82.6mm) Diameter 3/16' (4.8mm) Figure 2 ELO Optima Concealed Pendent (Activated) i" x 3/4"(25mm x 20mm) Reducing Coupling ~k, 21/2"±1/8"(63.5±32mm) ( ~ ~ Hole Diameter i ~ 3/8"(9.5mm) i i (reIf.) i Face ot Fetlucin Cou lin Y E . E i +i ~ P E I N N 1 1/8"(28.6mm) (maximum) o 0 0 2 Design Data Minimum Minimum Coverage Area Flow Pressure Temperature (ft. x ft.) gpm (Ipm) psi (bar) Cover Sprinkler 16 x 16 (zse sq. e.) 302 7 135°F/57°C 160'F/71 °C (4.9m x 4.9m) (98.5) (0.4) (OuickResponse) 165'F/74°C 212°F/100°C 18x18(324 sq.e.) 33 8.4 135°F/57'C 160°F/71°C (S.Sm x 5.5m) (125.1) (0.6) (ouicxResponse) 165'F/74°C 212°F/100°C 20 x 20 (aoo sq. tt.) 40 12.3 135°F/57°C 160°F/71 °C (6.1 m x 6.1 m) (151.6) (0.8) (SlandardResponse) 165°F/740C 212°F/100°C Design Requirements - ELO OptimaTM Concealed Pendent Extended Coverage Light Hazard Applications Caution; Minimum spacing between sprinklers is 8' (z.am). The Quick Response Lisfing is only applicable up to 18' x 18' (s.sm x s.sm) spaCirlg. The 20' x 20' (s.i,,, X 6.1m) spacing is standard response only. Ceiling cover plates are available in a variety of inetallic or painted finishes. For custom painted finishes, the customer must furnish a quick-drying paint, prefer- ably lacquer-based, to ensure proper color duplication. One quart of paint is 1D required for each 200 plates. Upon completion of the installation, Ins#allation the system must be tested per recognized standards. In the event of a thread leak, remove the unit, appiy new pipe joint compound or tape, and The Central ELO OptimaT" Con- cealed Sprinkler must be installed in conformance with current NFPA 13 and NFPA 13R Standards. Devia- tions from these requirements and standards, or any alteration to the sprinkler assembly itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes and standards, as applicable. reinstall. Installation Sequence Step 1. The unit must be installed in the pendent position. 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 is pipino is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Step 2. The face of the sprinkler fitting should be installed a nominal 21/4' ±7/6°(57zmm = t timm) behind the finished ceiling line. Adjustments, to compensate for variations in fitting face to ceiling height; may be made by threading the cover plate retainer in and out of the unii's support cup. Step 3. Use only a non-hardening pipe joint compound, or Tefion' tape. Apply only to the male threads. Step 4. Hand tighten the sprinkler into the fitting. Avoid making contact with the deflector when using the 'Teflon is a iredemark ot the DuPOnt Corp. Central Sprinkler Optima Concealed Wrench to tighten th2 unit into thz fitting. The wrench is designed to ma?z with the body's wrench bosses, inside the threaded support cup. A leak tight joint requires a only 7 to 14 ft. Ibs.(s.s to 19.0 Nm) of torque. Torque levels greater than 21 ft. Ibs.(28.6 Nm) may distort the orifice seal, resulting in leakage. OptimaT"' Concealed Wrench #7 Step 5. After initial installation and before the cover plate is installed, cover the sprinkler with the special plastic protective cap. The cap is specially designed to not only protect the sprinkler, but allow the ceiling installers to locate the sprinkler by pressing the ceiling board up against it. The end of the cap has a special tip, therefore leaving an impression in the ceiling board for the location of the sprinkler. Care should be taken to only press the ceiling lightly against the cap as excessive pressure will damage the sprinkler. Step 6. To install the ceiling cover plate, manualiy thread the cover retainer into the support cup. Con- tinue threading until the cover retainer's flange rests against the surface of the ceiling. Caution: Special care must be taken when insta!ling with a CPVC system. Sprinkiers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. x Speciai care must be taken when installing with a copper system. Sprinkiers 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 impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 100°F/38'C. For best results, store them in a dry, cool location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers must never be painted, coated, plated or aitered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be repiaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, '7nspection, Testing and Maintenance of Water-Based Fire Protection Systems"contains guidelines and minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have addi- tional r2gulations and requirements for maintenance, testing, and inspec- tion that must be obeyed. It is advisable to have sprinkler systems inspected regularly 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 exhibiting corrosion or damage; always use new sprinklers of the same orifice, style, and temperature Q1998 Central Sprinkler Company Printed in U.S.A. rating as replacements. Because the discharge pattern is critical to prot2ction of lif2 and property, nothing should be hung or attached to the sprinkler unit that would disrupt the p2ttern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers should be installed to maintain the protection level. Do rot attempt to replacz sprinklers without first removing the fire protec- tion system from service. Be certain to secure permission from all authori- ties having jurisdiction, and notify all personnel who may be affected 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 recommended 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 repaired and returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were sub- jected to corrosive elements of combustion or excessive tempera- tures shou!d be inspected, and replaced if need be. The Authority Having Jurisdiction will detail mini- mum replacement requirements and regulations. Leak stopping products, such as water glass, must NEVER be intro- duced into a sprinkler system. CENTRAL Central Sprinkler Company 451 North Cannon Av=nue. Lansdale, PA 19446 PHONE (215) 362-0700 - FAX (215) 362-5385 Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranry. E,_"] Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, sprinkler finish, cover plate finish, and sprinkler wrench. For special painted cover plate finishes, the customer must supply a quick-drying paint, preferably in a lacquer-base finish to insure proper color duplication, Without such a guide, Central Sprinkler Company cannot be responsible for acceptable color matching. All custom painting of ~ the cover plate must be completed at the factory. Availability and Service: Central sprinklers, valves, accessories and other products are available through- out the U.S. and Canada, and interna- tionally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call 215-362-0700 for the distributor nearest you. Patents: The ELO OptimaTM Concealed sprinklers are protected under U.S. Patent 44,976,320. Additional patents are pending. OPT1MAr"" is a registered trademark of Central Sprinkler Company. 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/cm= ~ 1 U.S. gallon = 3.785 dm° = 3.785 liters Conversions are approximate. ELOC.3 Ailied XL Pipe is a time tested threadable light wall sprinkler pipe manufactured in 3/<" through 3, and engineered to provide lower cost sprinkler protection without sacrific- r ing required service life. Allied XL 09 Pipe meets NFPA 13 and NFPA 13D through paragraph 3-1.1.5, and can be used either threaded or r ti n or d i t d th d rea n we , ry, p eac o un e deluge systems having working pressures of 300 P.S.I. or less. WSi~ o{~ ' II I I ~ I I . ~ . l ' Allied XL PiPe offers suPenor features over conventional Schedule 40 Physicai features and Cost and ; % Q' : ~ * characteristics: time savings: • S li • L i kl i h d c < ~ , rau ower spr n er uper or y cs ;~O ~ ~ ~ . ~ • Galvanized exterior system costs ~~v, ~ ro • Greater bending • Freight savings resistance • Reduced inventory Q~, ~ • High tensile strength costs : ~ ~ Q • Light weight • Reduced waste ~ • More strength per • No special ~ unit of thickness processes or • i h i i d ~ / „ y ~ Super or burst strength ad es ves requ re ~ ~ r 4 O y • Used with standard for installation ~ ~ ~ couplings, fittings • Standard N.P.T. and valves threading ~ r • Recommended paint equipment finishes can be applied to Ailied XL Pipe Allied XL Pipe successfulty metor-= exceeded all the U.L. requirements and was the first sprinkier pipe to receive unrestricted Underwriters Labora- tories, Inc. listing for approved fire systems having working pres- sures of 300 P.S.I. or less. Tests performed by Underwriters Lab Flexurel test: Simulating loading of typical pipe and hanger installations. One inch and larger sizes were tested simulating sprinkler branch lines described in NFPA 13. Hydrostatic leakage & assembly test: Leakage and hydrostatic tests on both contractor.threaded pipe and U.L. threaded pipe, gauged and found to conform with ANSIlASME B120.1-1983. Fire test: Simulating wet, deluge and dry pipe fire exposures. Burst test: Hydrostatic burst tests on threaded and unthreaded pipe. Vibration test: Exposure of Aliied XL Pipe to vibration in order to simulate seismic conditians. Test performed by Factory Mutual Allied XL Pipe ASTM A135 evaluation: • Chemical analysis • Tensile strength • Flattenability • Hydrostetic performance • Quality of weided seams Pallied TUBE & CONDUIT • Variations in weight or dimensions • Workmanship • Finish • Marking Joints evaiuation tests: • Threaded per manufac- turer's recommendation • Threaded per observed field practices (Both "drop-head" and "adjustable") • Butt welds • Flexible pipe couplings on roll-groove-ended pipe • Plain-end fittings (Locking set-screw eng2ging pipe to a predetermined dimension) • Plain-end fittings (Locking set-screw engaging pipe to a predetermined torque value) Hydrostatic test per ASTM A135 pressure values: • Threaded assemblies • Weided assemblies Hydrostatic test performed at 4 times the pressure ratings: • Plain-end fittings • Roll-groovs fittings Bending moment test: • Samples were internally pressurized to their rated working pressure Vibration test: • Threaded joints • Plain-end fittings (Locking set-screws engaging pipe to a pre- determined dimension) • Plain-end fittings (Locking set-screws engaging pipe to a predetermined torque value) Cycling pressure test: • Three similar assemblies were cycle pressure tested 20,000 times from 0-125 P.S.I. SALES OFFICES AND WAREHOUSES Unilea States _as. . ~a-ruOMaawoYn-IFA'II~~~f~ m-v.e e,~ v:n s-mn ns.:a. Mr,r. 16100 Souih Lathrop Avenue Harvey, Illinois 60426 (312) 339-7610 1-800-8ALLI ED n A G21I171CII aCOMPANY Thread strength: • Allied XL Pipe behaves- similarly to ASTM A53 material • Allied XL Pipe has a much higher yield strength than Schedule 40 of greater wall thickness • Threads 2re easily cut on Allied XL Pipe No leaking, loosening, weakening or other evidence of failure was detected in any of the above testing proce- dures. As a result, Allied XL Pipe is the only fuliy Factory Mutual Research approved sprinkier pipe for all wet sysiems. Tested against conventional SK40 product Comparative tests summary - Allied XL Pipe vs. Schedule 40 Construc:ion and instal• lation: U.L. stated Allied XL Pipe is swtable for fabrication of sprinkler systems. Materials: Allied XL Pipe has mechanicai strength equivalent to or greater than Schedule 40. Flexurai: Allied XL Pipe is equal to Schedule 40. Hydrostatic: Assembled Allied XL Pipe, threaded in accordance with ANSI/ASME 6120.1-1983 can withstand internai prassure without leaks in the same manner as Schedule 40. Vibration: Allied XL Pipe did not leak at or below 600 P.S.I., twice its normal working pres- pis- -mvwso~ 1- "12 1- o.~w.a:s zw..~.•.,nm..-iwim.~m - _ ~bIfi51~+e~mG~[4~ -wl .eu'ff 'i upil 17~ ....~,..~~-,e,3,..sy...~ ...m . sure, and did notexhibit any signs of weakness, deteriora- tion or wear at the threads. Fire resistance: The me- chanical 2nd bending strength of Allied XL Pipe provides equivatent resistance to the stresses imposed by fire. Burst test: Allied XL Pipe tested to 9,000 P.S.I. Corrosion resistance: Based on the examination of Sched- ule 40 pipe specimens, the Battelle Columbus Laboratories has estimated that Allied XL Pipe would last up to and exceeding 100 years in most automatic sprinkler systems. It is expected that particularly corrosive condi- tions wiii result in a shorter service life, as it will for Schedule 40". ~ Approved. ~ T T Approved "Details available in February 21,1984 report by Underwriters Laboratories Inc. Specifica[ions, tlescriptions, services and illustrative material herein are accurate as known at time of publication and are subject to change without notice. Canatla Au`w~rx~.~_.m:~~,.s.r .m zwr~ a„~M~b9w~m:~~.m xvnAy~~alb~.Thi PR ~ Yc M^-Sdf un 5~ ~vi W.yy ~ ~ Grinnell - I=~) scrr«'s,uasco.+irAI-Y Gnnnell Corporetion, Executive Offices 3 Tyco Park Exetec NH 03833 - (603) 778-9200 ATC-L4900-3 c 1988 PnntedinU.S.A. -:Grinnell ERW steel pipe A-135 4 schedule 40 schedule 40 pipe availa6le in trade sii:s Ghru 2" in lengihs al 21'-24'-25' I tootage wxighV6undle Vade s¢° in. Inaminal 4 wall hickner IA. i in. ~ ncminal w=ighl 9 ~ hundle ~ sizes I pcs. per CCI^. I 21' lolal feotage 24' tatal laatage 2~ tntai luutage 2 hd!le. w=ight 24' hdle. wzighf 25' hdie. weigGt 1 1.315 ~ 1.049 ~I .133 ~ 1.68 ~ 10 ~ 1470 1680 7750 2470 2822 ~ 2940 1'/: 1.660 ~ 1.380 .140 ~ 227 51 1071 1224 ~ 1275 ~ 2431 2778 ~ 2894 t~h 1.900 1.610 .145 ~ 272 ~ 44 924 ~ 1056 1100 ~ 2513 2872 2992 2 2.375 ~ 2.067 .154 3.65 30 630 720 750 2300 ~ 2028 2738 XL sl'izd X. threadaule light wall pipe 1" • 3" in lengihs of 21'•24'.25' I I Ioatage weight/6undle Irade size in. .D. .O. naminal weight It. bundle siz:s pcs. per hdiz. 21' tolal inotaqe 24' talal laolage 25' tatai lootage 27' 6dle. weighl 24' 6dle. weight 25' hdle. weight 1 1.290 1 1.104 1.2210 91 1911 2184 2275 2333 2667 2777 11/, 1.638 1 1.452 ~ I 1.5763 61 1281 1464 1525 2019 2307 2403 19z 1.883 1 1.687 1.8807 61 1281 1404 I 1525 2409 2753 2868 2 2.300 2.154 2.5214 37 777 888 925 1959 2239 2332 292 2.857 2.581 4.0813 30 630 720 750 2571 2939 3060 3 3.476 3200 5.0109 19 399 456 475 1999 2285 2380 s SX 10 aliied schedule 10 t" .4" in lengths of 29•24'-25' chedule 10 I footage weighUhundle irade Sine O.D. ip (nominal wall 'hickness ( ncmin?I !Iwi;ght I hundle , siz:s IP6dle~r I 21' loot'age 22' foolage 2~ faotage 27' wi'ght 24' we'ghl 25' welght 1 1.315 ~ 1.097 ~.109 ~ 1.40 97 ~ 1911 2184 ~ 2275 2675 ~ 3053 3185 t~A 1550 ~ i.?-'2 .109 ~ 1.81 ~ 61 ~ 1257 ~ 14,164 I 1525 I 2319 ~ 2650 2760 19z 1.900 ~ 1.682 ~.109 ~ 2.08 61 ~ 1281 I 146q 1525 ~ 2604 I 304~ ~ 3172 2 2.375 ~ 2.157 ~.109 I 2.65 37 777 ~ 888 I 925 ~ 2051 2344 I 2442 2'k 2.875 ~ 2.635 .120 3.53 ~ 30 ~ 630 720 750 ~ 2224 ~ 2542 I 2648 s 3.500 ~ 3200 ~.120 4.33 ~ 19 ~ 399 450 1 475 1 1721 1911 2057 3;h 4.000 I 3.760 ~.120 I 4.97 19 ~ 399 456 ~ 475 ~ 1983 2206 ~ 2361 ~ 4 4.500 ~ 4260 .120 I 5.61 19 I 399 456 I 475 I 2232 I 2558 2665 Super Flo SuPer Fla Irictian loss siitaal; C=720 Pipe weightsifaat nps I.D . O.D. 9Pm Super Fla sch-40 sch-10 Super pcs,' Flo litt sch-40 sch-70 1" 1.797 1.315 40 .2467 .4691 .3773 ]91 ~ 91 1.68 7.40 1'4" 1.542 1.660 100 .3915 .6721 .5426 1.0081 61 227 7.81 11/" 1.752 1.900 720 2945 .4;45 .3592 ~ 1.404 ~ 61 2.72 2.08 2" 2227 2.375 150 .1384 .193? .1618 1769 , 37 I 3.55 2.64 2Y2" 2727 2.875 ~ 300 .1800 .3018 .2198 ~ 2211 ~ 30 579 3.53 3.352 3.500 500 .1752 .2696 2006 ~ 2705 19 1 7.58 4.33 4„ 4.352 4.500 ~ 750 .1040 1 .1520 .1154 3A86 ~ 19 I i079 5.61 weight of pipe with water XL 5/10 S/40 t" pipe w2ig~~; e: rca'fcs`. 1.221 1.404 1.66 w:ighto'rwaledfcot 0A14 0.409 0.37 weight of pipe with water/foct 1.635 1.813 2.05 1'G" pipe weight of pipelfoot 1.57 7.87 2.27 weight of wateUfoot 0.72 071 0.65 weight of pipe with water/foot 229 2.52 2.92 19z" pipe wE:ght Of pip¢/foGt 1.88 2.08 2.72 weight of water/foot 0.97 0.96 0.88 weight of pipe with water/foot 2.85 3.04 3.60 2"pipe weight of pipe/foot 2.52 2.64 3.65 weight of waterlfaot 1.58 1.58 1.45 weight of pipe with waterlfoot 4.10 4.22 5.11 2V:' pipe weight of pipe/foot 4.08 3.53 5.79 weight of water/foot 226 2.30 2.07 weight of pipe with water/foot 6.34 5.89 7.86 3" pipe we:gh; cf pipe/foot 5.01 4.33 7.58 weight of watadfoot 3.48 3.62 3.20 weignt of pipe with watedfoot 8.49 7.95 1078 3'h" pipe weight of pipe/foat 4.97 9.11 weight of watedfoot 4.81 428 weight of pipe with waterlfoot 978 13.39 4" pipe weight of pipelfoot 5.61 1079 weight of wxterlfoot 6.17 5.51 w;iyht ef pipe with watedfoot 1178 16.30 5" pipe weight af pip2-foot 7.77 14.62 weight o( watedfoot 9.53 8.66 weight of pipe with water/foot 17.30 2328 6' pipe weightofpipe'faot 12.92 18.97 weight of watedfoot 1374 12.51 w=iGht of pipe with watedfoat 25.66 31.48 8" pipe w?ight af pipe;fcot 16.93 28.55 weight of waterlfaot 23.59 21.69 weight of pipe with watedfaot 40.53 5024 10" pipe w:ight of pipe/faot 2121 40.48 weignt of water/foot - 36.90 34.10 weight o'r pipe with water/foot 58.11 74.53 12" pipe `n51yh[ ci pip?!feo! - 49.So w:ight of wat=r/foot - 49.00 we;ght of pipe w:th water/foo! - 98.55 14 4 0 ~ - - Dyna-FloV High Strength Steel Pipe The original hi_h-strength li_htwall sprinkler pipe with hydraulics superior to Sch-10. American Tube & Pipe Coinpany'n Dcna-FloiO is tlie "=original" high- s[ren_th li_li[wall sprinkler pipe. In nddition to having ont,tauding hydratdice. Dyna-Floi. pipe is eco- nomicll and easv to cuL fabricate and instnil. Available du•oug}i dis_ tribu[ors nntionwide, Drua-Flow is reco,nizecl as dhe moi[ pupiilnr alternate to emiveutional Sch-10 pipe. Americxn-made quali[y and hi_h performance en_ineering make Dvna-Floic n cahmble addi[ion [o fln}- fire pro[ec[ion sy?tem. V-ith an inside diameter oF up ro 11% lnr_er than Scli-40 and up to % larger than Sch-10. Dyna-Flow piyr ; hcdraulics are esceptional. Lar_er I.D.; enable Dyna-Flow. and [he related componenG. tu bz down-sized widiin die system, thns increasing the potential for job cost :aving;. The chart aboce compares the I.D.e of Dyna-Flnw oith othrr pipe =chedules. Fm- complete Hazen-Williams c6art~. reFer to "DYna-Flow Hydraidic Data Table,." ("Jeerhartaboie). "Calrulated iuiog Standard CL CRR [nomula. GI. Fire Pruteetinn Equipment Dfre ctorv. Cxtegory N IZF. Dyna-Flow pipe combines t6e effir.ir.ney of ndcnneed hl,draulie performance witli the value of lone-term durabilitc. Life eapectanec. defined bc L ndrrwri[er, Laboratnries as a Corrosion Reaiatance Ra[iu (CRR). i- rela[ice [o the strene[h of the %real:eat poin[ uf the pipe. [ppically at the joint. all [hreaded Jch-40 pipe joints haNe CRR of 1.00. 9l1 sizrs ;1" - 4") of D}nei-Floir htive CRR calue~ of 1.00 or greater. therefore uffering greater life espec[Hncc. SPECIFICATIONS INSIDE DI_A-METER UL C.R.R.M DYNA-FLOW DY-NA- SCH. SCH. DYiN_1- SCH. PCS/ \PS O.D. FLOV' 10 40 FLOW 40 V'T/FT LIFT 1" ~ 1.315 1.191 117;1 1.049 2.41 ~ 1.00 .791 91 1-1/4" 1.660 1.542 1.442 1.380 I 1.5i I 1.00 1.008 61 1-1/3" 1900 1.753 1.682 1.610 3.44 1.00 1.404 61 2" 2.375 2237 2.15; 2A67 1A7 1.00 1.769 37 2-1/2" 2.875 2.731 3.635 2.469 1.04 1.00 2.35i 19 3" 3.500 3.340 3.260 3.068 1.29 1.00 3263 I 19 4" 4.500 4.328 4.260 4.026 1.00 1.00 4.327 19 6" 6.62s 6.403 6.351- 6.065 .73 1.00 7.714 10 ~ Dyna-Flow pipe ia manufacaired to meer. ASTLNI A795 Tcpe E, Grade A and i; in romplianre with \FP:1-13 ancl \FPa-1 k. _111 sizes oF Dm:i-Flow are ra[ed at 300 psi workins pressure. 6" D.na-Flow is rared at 17a psi by F,II. D}na-Flow is LL ListecL FbI Approved and LLC Listed. U~ Listetl Approved Listed Dyna-Flow i= L L/ CLC Li=ted fur nse ivith roll gooved, pleiin-ended muplines. and welded joints f'ar we[. dn- preac[ion and deluse 51c[ems. It i; F,II Approced for iroll grooved, plain-eiided. and ueLded joinG for ive[ ecstem;. Refer [o appropria[e dncumentatiun for up-to-date lis[ing and approca! information. Dynx-Floi, cau be "6oFdip" gakanized to meet FAI'c rrquirement: for dre s.strms. 81 Liehnveight and easy to install, resulting in more efficient nse of coar freisht and labor dollare. In Provides stability needed to comply Nvith standard hanser spacing (li ft. O.C.) per VFP:1. E lvailable in standzrd length: for iuur convenience. or can be ordered in custom lengdi= upon approval. i! Faat cuttim, and weld'nng. as well a~ ea>Y roLL:roov-ins and etid preparation. B dvailable in factorv roll eroocecl form for quickrr ;hop tiirnarotmd. E CLeau. durable mill eoa[img provides longer "shelf life" and ae[.~ ai an esrellen[ primer fur custoro pain[ application.,. n,..-ri,.,, t- a ~.._-o..,.,i It~„I,.on,.k.a ~,o-i.aa na,,. s r.,. dlllod-~ d hri t - ni ii, , kn~ o tlw. ,.ri~~~i,m.G~a~~- ~~r~~i..s~r,i.~ . . at. ~.~eI i~Lv _ In. i.~~.~ifit i ..n-'.IJ- wn, nI~.il L. , m „ it~ „i.r_~I~...... 2525 N: 27th Ave. 101 E. Broadway Customer Service Phoenix, AZ 85009 Kokomo, IN 46901 1-800-877-8823 1-602-272-6606 ~ FAX 602-269-1324 . AMEflICAN TUBE 8 PIPE' a.pUU fi;D3 co'A2ANVJr:cciioad':o - Paddico° ApProv=d Ducti1e Iron l`hreaded Fiftings Paddico Ductile (ron Threaded Fiftings are 100% air-tested in a water solub(e oi/ solution. Ductile Iron 90 Deg. Elbow Model T-101 Size A Wt. Lbs. Box cry .24 240 p ~A Vilfi .40 120 ~ 1 1'/: .64 70 t'!. Yi. .95 40 1'!: 7 "!1. 1.24 30 rT' 2'!. 1.74 20 2'/z 2"/~e 3.28 10 Ductile iron Reducing 90 Deg. Elbow Model T•102 Siza A I B Wt. Lbs. Box Oty '/.x'/, 13ha 73/i: .33 150 1 X1/x 1'/. 73/a .44 110 1 X°/, 131e 1'/" .53 90 1'/. X'/x 15ha 1'/x .64 7$ 1';, x'r, 1 La 7s7, JS 60 7'h % 7 13/u 1^/,e .77 55 + 1'/E X31, 19I,8 131a .95 45 1'/: z 7 1"h, 1'~/: .99 40 1'/:xl'A 1O/ls 1'/e 7.74 35 . 2 z3/. 1~. 1.3 9 1 2 6 3 2 X I 2~~~6 C p .JV 1 158 rf G5 2 X}'/z 2 2'L. 1.67 20 2V: x 2 271.. 2'/3 3.01 15 Ductila Iron 45 Deg. Elbow ModelT-103 Slze A Wt. Lbs. Box aty \ 'h .22 250 . \ 'i. 7 .33 150 1 7'/, .<0 90 14• 1s/.e .73 50 i ~ 1'/: 1'i„ .93 35 2 1"l„ 1.55 18 2'/: 7i6l; 270 12 Ductile iron StraightTee Model T-104 Size A Wt. Lbs. Box ary '/z 1'/ - .33 150 1'i ; .50 ~ 90 1'/: .8~ 60 13i. 1.3C 35 1.63 Za 2 2.63 12 2'!: 2"La 455 . 8 Ductile Iron Reducing Tee c ~ + Model T-'I i : ~ eJ Size A B C Wt Lb s Box O ti: , 1} 13/~6 1 31I] ~~/]t G .4V I1 C JJ !/z 1 1'/z 13/a 1'/z .70 55 z/. 73!4 15ha 1'ha .68 65 1 1 74z 1°he 1'!x .77 55 1 '/e 11i. 11!1 13/e .66 65 t'/e 136 .1'Ge J3 60 '/z Ph 1'/. 1'h. .81 50 - 1 31, . 1'he 13/a 1'/e .90 50 1 19h. 1'/2 l"/,e 1.03 45 i'!. 11/1 Ph 1"Ls Ni. 1.10 40 '/x 13/e 7313 1°Ge .87 45 11/1 Phe 1'ha 1'/e .96 45 1 1 19/16 19116 111/1fi 1.10 40 7°/1e 1'/1 ' 1"Ae .97 40 1 11/2 i'L, 13/1 1.14 40 , 1 1 "6e 1'/z 1'36s 1.14 30 1'/a 1"Gs 113/tc 1151m 1.52 30 7'!: 1'/m 73h 1"/le 1.03 40 1'/. PA, Y/. 1.70 40 7 1"/< lshe /°/e 1.37 30 71Ge 77he 1"/,e 1.14 111: t'!: 71!2 13r, 123 35 t 1"!. 1°/le 1.38 30 I t'/, 11 t"lta 17/. 1.50 30 i z I z z zv. zia is t'/. 2 2'i.-T - 2'1, 2V. 2.31 15 ';z 11!: 1'1,e 77/. 7.50 30 15!, 1'/: 2 1.61 25 1'/: 7 13i. 1"L. 2 7.65 20 2 1'i: 2'ha 716/1e 22/ia 2.03 20 2 2'/. 2'/m 2'/. 2.37 15 1'/: 1'/,a i'/. 1.50 20 15A 15i. 2 7.67 . 20 2 1 131. Y!. 2 7.91 20 11I1 115I1e 11 Sr.: Z'/f 2.05 ZO 1'/: 2 2 23/. 2.71 15 2'/: 2 °L 1°{. 1'6 2°/m 2.22 1$ Ductile Iron Nex Reducer Model T-106 Size h1 Wrench Wt. Boz Size Lbs. atY 1';: I i'L .40 I {-:0 ' A t x'i: 11 1FE~ t'/. .38 1<0 --i I 1 x';= t?'. I 1'/: .53 120 ~ • o Padd~co ~ UL ~ , Approved Ductile Iron Threaded Fittings _ P2ddico Ductile lron Threaded Fiftings are 100% sir-fested in a wafer soluble oil solution. Ductile iron Hex Reducer Model T-106 Size M Wreneh Size wt. Lbs. Box Qty °hx'/: 75/1 71/1 .40 150 ' A i"/:s 11/1 .38 140 ' -f ~ 1 x'/. i'/. 71/: .53 120 Ductile Iron Cross Model T-107 Size A B wt. Lbs. Box aty 1 1'/z 7'/: .97 45 B 11/1 13/1 7.59 25 B ~ ~~t 1~SI:6 1 l 5h. 1.e9 20 A 2 2'/. 2'/. 2.93 70 ' A Reducing ~ 1'/.:14.:11 1"h. 7'/,, 1.25 30 1 '/2%Vh Z1S11 1'3/,6 1 Sh 1.48 24 2.2 : 1 s 1 2 7°/. 2.64 10 Ductile Iron Straight Coupling Model T-108 Size A Wreneh Size wt. Lbs. Box Qty V. I 1 ~~1" .41 110 ri, z 2 sa 7; 7'!x Vhe 21h .77 60 ~ p 2 2'1e 2'h 1.15 30 21/: 3 3'6 . 229 18 Ductile Iron Cap Model T•1 09 Size A I wt. Lbs. Box Qty ~ 1 1'/1e .33 180 tu iln, sa >>o 1'h 131. .68 80 A 2 7h a6 45 Ductile Iron Hex Bushina Model T-110 Slze A 'Nt. Lbs. eox aty 1.'6 22 280 1.~/. 7'/„ .18 280 1'/.x 1 13/,a .37 750 7'/:=1 7'G .53 100 . A 1'/::1Y. i'/. .35 700 2:1 13/. .75 80 2 x 1'!. 736 .69 BO 2.7'/: 7'/. .62 80 Specification & Data Dimensions: ANSI616.3 Thrzad: ANSI B 2.1 NPT Material: Ductile Iron ASTM A536 Max. Working Pressure: 300 psi Approvals: UL, ULC, FM. Wrench: ' Standard Pipe Wrench Installation Appiy Teflon tape or Teflon pipe joint compound on the pipe threads and tightzn two to three turns beyond hand tight: Note Paddico Ductile Iron Threaded Fittings provide more strength and corros;cn rasistant than standard czst Iron fittings. Paddico ductile iron fittings wili also not crack like cast iron fittings. Ductile iron fittings are lighter than cast iron, making them easizr to handle and install. Caution: Installers who have not used ductile iron flttings before should be instructed that the fitting have a higher tensile strength than steel pipe. Therefore, over-tightening the fitting may damage the pipe thread and cause leaks. There should be about one-half a turn difference between cast iron (depend on the thread of cast iron fittings) ductile iron fittings. Apply Teflon tape or Teflon pipe joint compound on the pipe thread and tighten two to three turns beyond hand tight. No more than three and half turns! leitc~ull~'+i Ar, iso 9001 ca'i:ied compa^y I _ . . F-~-R.-7,._~ _LivC1IICC5 c:° cVcllflJi° cC SIIB TITRe Oi pL'D- °L" (5~11COIl2) OIc*:Q2 QcSkct Ra;ereace should a1way5 bE L2'OOI2i.0I}/ IlC2L10R. I.LCIP.CJS c:B SL'tiJ- 1S c4'c'~cDiE f0I 5'c'.SCCEG C:cCc LO C: e ic;ecC V1CicuLC :sad a-:: cr Facrory ject to chang2s Gad p*oducts aad is UT Listed Gasket S=iection Gu:de for D:`ec~a1 S jstem Aporov=d au'ditions by th2 zpprova: snd FM Aop*oved. G*ada soeci :c gaske: service cec- ~ . i0: sc- viCcS c.^.C j7?9S- bOC1:2S.-IL 15 Sll'3`3?S:cG LRfiC . „I,,, (S1T1COA2) dd5k?CS 2I0 . . GTP":°RCIdL10RS 2IIG~ fOI d Sc = L3t2.^:Q3 5:105VP. IO* liS2 thesa chacu be uszd for IeCOIDmERd?CI fO.T Ff 1T LSi1RQ Oi 52:41CE5 LV: 1C1 c*c _ _C c.^.C CIIVcCB 4V5:B*- Qll1CtC I2f2I2P.C8 aRQ CCcC pCOGllCLS IOi iiCB j~IOt2Ctd'?.^. ' IlGC iBCOP1.T.e;S~QC1: 'vGC'd5 c`:C Li2 DS0:2Ct10^ CL'iIBRL COp1eS Oi SCECl^C C:'y' sj`2.^.15, 4"i?:: dL COti- NOTc: Thi= -=iicz;icn is .`c! 5'dhnit;=; 5'y'S:cTS (cULOTMCLC Sp*!^- U!, O: F'li cPpCOVdS OB CO.^.- p1IIQ5 1^ S'fSC?:T15 OD2:3'c Gu::c=_as anC ircWCZS lis:ings cf pr_G k:cC. GDER SoLiIlkl?: 2IIC1 sutced for ve:ifica±ion. ..ing below 0`r. GradO "1" ucs for fi2 prptec[irn sarvic=s. ACCCico- i - al lit2r3!urz is availzble sncwing q=.-.Q cn s~~pc) =nd conn2ctior.s (nitrile) oraege colo* code applica!ion, ins;all-c:icr, zss?mbly anC ~ ys-ans w_h _en PIOduCts a*e UL Listed flIId . gas~c ~ez is also available and omer cz:a. Cor.tac: Viczwic for spec:.`:c to s•~ FN? Anpcoved w-itYl Si cIl- retCmmentl2:br.5 anC other ir,for,maLCn. i.^.s:aIled i^ acco*dance is iJL Lis*.ed. Style 31 cou- d2*d Gcade "E" (EPDM) vai:-: the standard p*actice , e_ pings aza supplied with er==n colo* code ges.c,.~. I cov_riag tne installation of , G*ade "M" FlushSaat° gas- ' cc_°'.~=ncs cth's kind. The F::=Loc:c pcoduct> a,a U kets end Style 341 V:c- FM ' Listed/FM Apo*oved wi['n ~ io": :ciea ceazts overe ~ Flange adapte:s a.e suo- :YDL ~ da,;=iooed from the latest Grade "E" Type "A" vio.et co?or code gasket. G:ade Plied with Grade "M" gas- I:s:E^gs and approval da[a kzts. UL Lfsted Working Pressure - PSI Fh1 Rated Working Pressure • PSI Section Pipe Siz= Standard Weight Lt. Wall . Pipe Size Standard Weight Lt. Wall I Victaulic ProducUStyle No. Reference Range Inches Cut Grvd. Roll Grvd. Roll Grvd. Notes t Range - Inches Cut Grvd. Rotl Grvd. Roll Grvd. Notes t FIRELOCK` ic,i-v+ Style 005 FiigiC FireLock„ Coupling 10.02 tY, • 8 . 175 - 175 175 . @'~,V'D' A,Y,O, 6 1 % -8' -175 175 . 175 . @.C.F.Q# - FireLock Fittincs 10.03 2-8 175 775 175 D 2-8 175 175 175 F I Style 073 FireLock Rigid Outiet Coupling 70.12 21/iX1+ 175 175 175 g.D.Z7 21h 175 175 175 9.F2.7 Style 006 Firelock' End Caps 175 -.i. 10c4 1114-6 175 175 175 tY.-6' 775 175 ~ I . =r co nres on aa?e s. rabl= ccn6nu=a oo pay>'+, i ! 10.01 -2 ' : ection- -PipeSize Siandard YJeight LY 'Wall . P~Pe Sizx _ tacara S - ~en~ht_ - W il . Vic;aulic ~ FrcdxVStyle No. . Ref. Range - Inches Cut Grvd. -Roil I Grvd. . -Roll Grvd. - Notes t . Range Inches Cut Grvd. RoIL Grvtl. a Rol1 Grvd _NOtes } I FIR'cLOCK` ' - - - - - - . S`j:= 734 FireLcck I ~ca:-~: Ada;ter I 10.04 2•6 175 175 175 2-8 175 i 175 175 COUPLINGS AND FITTINGS FOR GROOVED END PIPEc.",=. Style 07 ~ Zero•Flex' Rigid Coupling 1-4 500 500 500 s,QRA,J,K,V,Y,Q,6 6.02 5• 6 8 70 - 12 500 450 400 SCO 450 4A 400 400: 350 D,A,J,K D,A,J,K D,A,J 1%z - 4' 5-6 8 500 500 450 500 500 450 500 400 400 @,C,F,O, F,I F,I 74 - 20 300 300 - D 10 - 12 400 400 350 F,I 25 250 250 - D Style 77 Flexible Coupling . 6.04 3/.- 12 1-12 500 - 500 - - 450 . D,J,K x,O,D,A,P,V,W,Y,@,6 ~Za 500 . 500 450 •~'C, LL ~ Q 74 - 20 300 300 - D - D 4 14 300 300 - 2 250 250 - p F Styla 75 ~ Plexi6le Coupling - ~ 6.05 1 V2 "4 5-8 500 450 500 450 500 300 *,O,D,A,J,K,P,V,Y,@,6 D,A,P 2 - 8' ~~~z y 500 _ - 500 . - 500 @,C,FA.: F 5-8 - 300 300 F,1 GrooveC Fictings r 7.02 . - 12 ~T.2~ 500 g,~,0 500 3CC 500 - D,J,K D -12' 500 S^0 500 F I No. 10 DR I Drein Elbaw ~ 10.05 21/2 - E 500 SCO 500 D 21/1 - 6 500 500 500 F ~ No.66 Vic'-End End af Run i Sprinkl=r Outlet 10.13 2xYz.?;.1 175 175 175. 175 175 175 175 I 2Vz X Vx, 1 I . ' .-7a5. T=_SIcr;;%=d , p->- . 10.01 - 3 I UL Listed Working Pressure • PSI Fh1 Rated Working Pressure • PSI Sandard Wzightl ll Lt W e Size Pi Standard Weight Lt. Wail Victaulic F:oducUSryle Seetion No. Reference Pipe Size Range Inches Cut Grvd. I . a RoII Foll Grvd. Grvd. Notest p Range Inches Cut Grvd. Roll Grvd. Roli Grvd. Notestl COUPLMGS AND FITTINGS FOfl GROOVED END PIPE m c+.z> Style 747 VioFlangz' . I E.06 2- 12 250 250 250 A 2- 12 250 250 25G I,N.F Style 743 . I I VicFiange O 6.06 21A - 12 500 500 - 21/i - 12 500 500 - Style 72 Outlet Coupling dgah 6.70 V/0 X'h - 4 X 1 4 X Ph - 6 X 2 SGO 400 500 400 300 250 A A 1'h X iz - 4 X 1 4 X 11h • 6 X 2 SW 400 500 400 3G0 200 H,F H,F ~ Style 750 ,ducing Coupling "ee 6.08' 2 X l Yi -8 X 6 350 350 300 A,Y X Ph - 3 X 2+h 2 4 X 2- 8 X 6 350 350 350 350 350 200 E,N,F E,N,F Stylz HP-70 Rigid Coupling 6.12 2-8 70 - 12 750 700 750 700 SCO SCO D,A,J.K O.A 2-8 10 - 12 750 700 750 700 500 SGO E,F E,F ~ I Style 797 Vic-BOltless' Flezible Coupling 11 6 2-4 6 350 350 350 350 350 300 P..D A.D 2-4 6 350 350 350 350 350 300 I F I F . 8 350 350 250 A,D 8 350 350 250 1,17 ~ I 'p`6°5_ 10.01 - n Characteristics Physical Properties Size of Mainline 2 1/2", 3, 4", 6", 8" htax. Working Pressurz 175 PSI (1200 KPa) Hydrostatic Test Press. 350 PSI (2400 KPa) Temperature Range 320 F to 1400 F (0° C to 60° C) End Connections Flanged ANSI 616.1 Class 125 ~ Materials Main Valve Body Ductile iron Grade 65-45-12 Coating Fusion epoxy coated internal and external AWWA C550-90 Shut Off Valves NRS resilient wedge gate vabes AWWA C509 Trim Branze Elastomer Discs EPDM Spring Stainless steel Model 850 Fiow Curves 2 1l2" and 3" 1s N a y ,O i O y 5 m d I li o 80 60 240 320 400 GPNI 4" and 6" a N 10 J ~ $ S 0. .:400, ..800 1200 , .1600 15 N a io N J 5 ~ N v A 2 MODEL 850 OOUBLE CHECK ASSEMBLY Application Non-Health Hazard Options ❑ UL/FM OS&Y RW Gate Valves ❑ Wye - Strainer ~ 2000 GPM 4"Minimum Refer to local Codes MODEL 850 VERTICAI IN STALLATION 0 1000 2000 3000 4000 5000 GPM 4 3 0 LL "qwas U.S. Patent No. 4,989,635 6" Minimum Model850 ~ Agency Compliance 2'/:" - 8" (Horizontal and Vertical Up) • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. • ASSE ( Std. 1015) • ANSI/AWWA (C510-89) • CANlCSA (B64.5) • FM Approved' • UL LlSied' Less gates not FM approv=d. Less gates not UL listed unless installed with UL listed gate valves. Dimensions and Weights NET NET Size A B •C D VYT. (NRS) Wf. (OS &Yl 2 1/2" 40 314 25 1/2 12 5/8 10 1/4 199 203 3" 41 7/8 25 5/S 12 7/8 10 1/4 211 213 4" 461/4 28 14318 101l4 288 312 6" 56 34 3/4 18718 13 450 494 8" 65 41 314 23 'I /2 15 5/B 711 773 *With NRS Gate Valves Note: Dimensions are nominal. Allowances must be made for normal manufacturing tolerances. Materials of Construction ITEM DESCftiPT10N MATERTALS ITEM OESCRIGTION MATERIN.S 1 Body A536GR6345-13 t] PivotBeadng 9585NIayC83600 2 Cover Ai]BGRfiSd&ti 14 FlangeGasket RubberlFabnc 2.1 O-Ring EPOM ASThI D2000 15 Bearing Socket Acelal Resin 22 CaDScrew Gialetl5leel 16 HexJamNUI 18-855 3.3 HexNUt Poaled5leel 17 Washer 30255 24 Expansi0n Gin 420 55 18 Flange Nul Plated 51ee1 3 SeatRing BS&tAlloy=600 181 FlangeNut Pialed5leel 9.1 Gaskef EGOMASTM02000 19 Covar B566Al1oyC83600 d Arm 3584PJIOyC83600 ia Bo¢ PlaledSteel 4.1 Bushing-SvAngPin AcetalResin 25 Bolt Piated5teel 4.1 Sv.ing Gin 70d 55 26 Gasket EGOM ASTN D2000 5 RetainingCliO 30255 35 0-Ring EPOM ASTM 02000 5.1 Retainiiy Clip 002 SS 351 Back-Up Rin9 ' A<elal Resin 6 Check Disk Assy EPOM Coaled GR, 45 36 Cover 8584 Plioy C83600 DuclilelronwiPrype 40 2ailValve 85dJAIIOyC84400 ]OJ 55 slem 01 NiOple Brass I LoaE Pin JM 55 42 Gate Valve (058V) AW WAC509 8 Lwr5prin9 Retnr BSdA Alloy C90600 aJ Bulkneatl Fining 8534 Nloy C83600 9 Spdn95tem 30455 43.1 BulkheaEFitling 8581NIOyC83600 9.1 ElaslicStopJamNUt 18.855 45 Gasket EGDbtASTM02000 10 Sptlng N13 Typa63155 05.1 Gaskal EPOMAa'TA102C00 102 SpdngSM1im A313 Type691 55 a'a Washe, 836Al1oy260 10.3 SpnngSMm Aceta1 Resin(8'ONLY) 46.1 Wasner B36A11oy250 H Spri^9Guide BqOAIIOyQ2000 a> Nul B534 AIIOyC8J600 12 UprSpriegRemr 058aAlioyC83600 aLt NW 85&1NIayC83600 12A 9ushing-Spr. Stem Aceial Resin FEBCWO BACKFLOW PREVENTION CMB Industries, Inc. P.O. Box 8070 • Fresno, CA 93747 • Fax: (209) 453-9030 • www.cmb-ind.com - SS 850 7/97 850.PM6 . s£- CarcFluid = ConaolGrvup ~ ~7j J ~6~~ ' tect10n Ch c `/a'1re Figure 590F Grooved End Swing Check Valve tilenur<aturad by: Cenvai Groovad Pipine Producis a Suosidiary of Central Sprinkler Company 451 Norn C2nnon Avenue, Lansdale, Pennsyivania 19446 Pnone (215) 362-0700 Fax (215) 362-5385 irroduct EAJ Descrip#ion TeGhnlcal Data IMPORTANT: All replacement parts fi'.LSI C? Gb;3il7cd ("OiT Cflc fi72ni:.`2CtU(E to assuro prop2r operation of the valve. Centrai Figure 590F Fire Protection Check Valves 2re furnished wiith grooved ends and can be installed using Central grooved couplings. The Figure 590F can be installed with ANSI class 150 Flanges utilizing our Figure 71 flange adapters and also ANSI class 300 Flange Ad2eters. All Figure 590F Check Valves have been desigr2d with a removable cover for ease of field maintenance. They may be installed in either horizontai cr ve„icai piping systams ari!h flow in eith2r the upward or dewrn,vard direction, A maintenance Check Valve Kit is available from Central to allow the maintenance procedure of backflushing through the fire depainmenr conn2ction wi;nout removing tne Figure 590F Check V21ve from the pipe line. Applicstions: Figure 550F Check Valves are general purpos2 valves intended for use in fire protection systems as foilows: 1. From public evater supplies to automatic sprinkler or standpipe systems. 2. From fira decaRmeni pump2r conn2ctions to automatic sprinkler or standpipe systems. 3. In fir2 pump discharge or bypass piping. 4. From gr2vity, suction, or pressure tanks to automatic sprinkler systems. Figure No.: 590F Sizes: 2'/z", 3", 4", 5", 6", S", 10" & 12" Approvals: UL, FM & ULC (Se° Fire Protection Submittal Sheet for exact Listing/Approval infortnffiion.) Pilznufacture Source: Domestic Body/Cap: Ductile Iron, ASTM A-536, Grade 65•45-12 Clapper: Sizes 21/2"- 8": 304 Stainless Steel Sizes 10"-12": Ductile Iron Seai: Grade "E" EPDM or Grade "T" Nitrile (See G2sket Recommendations Sheet for sid in s2lecting theproper gask2t) Seat: Nickel Protective Coatings: VGlve As;embly - Non-tead Orange Paint Maximum N/orking Pressure: 300 PSIG (2068 KPa) Factory Hydro Test: 100°6 2t 600 PSIG (4137 KPa) (Seat 2nd Sheli). Complies with test raquir2men's of DASS SP-71-1997 orqm Installation A Th2 Figure 590F Check Valve is UL 8 ULC listed and Ftii Approved for installation in eitn2r tne horizontal or verticzl position. When installed in the horizontai position, the removable cover mu;t bz on tn2 top side of the valve. The arroNt cast into the valve body must point in the direction of Ihe flow. Note: Never remove any piping components without verifying the system is depressurized znd drained. Should th2 Figure 590F Clapper Sub- Assembly neeC to be replaced, the foliowing procedure is to be foliowed: 1. Order a clapper sub-assembiy replacement kit from C=ntral, 2. The kii includes a scaUclapper/cap assembly with a near cap gasket and cap boit;. 3. Depr2ssurize and drain system. 4. R2mov2 the old cap assembly along with the gaskets and boits. Discard these psrts. 5. Instali the new seal kit per instructions supplied and torque bolts aS reGUired. monn Ordering lnformation Ordering Information: Wh2n placing an order, indicate the full product name. Please specify the quantity, figure number, type of szal, "E" EPDti1 or "T" N!till2, end SiZc. Availability and Service: Central Groov=d Piping Products. v2lves, accessorie; and other products 2ra available throughout the U.S., Canada, and in;erna'ior.G ly, Ihrougn a network o` CenVal disLibution certzr. You may write directly to Cen;rel or call 215-362- 0700 for tn2 distribu!or near2si you. Nlarranty: Central v;ill rapair 2nd;or replece 2ny products found to be d2fectiv2 in matarial or workmanship within a period of cne year from tne daie of shipment. Ple2se ref2r to the current price list for further details of the warranT;. central No. 14-3.0 ..FLOW RATE (LPFi) - ~ N C Z G C L 0 W C N u c c C'Over BoR Net A B C D E p i Size inches inches irches ir,ches inches inches inches TorGue Wt. Ibs: ft. Ibs. mm mm mm mm mm mm mm Nm K . 8.C0 5.80 3.47 3.50 3.E8 6.00 1.70 30 10 2032 1473 86.6 86.4 98.6 752.4 432 41 4.5 8.37 5.76 3.E0 3.40 3.E8 6.00 1.70 30 11 212.6 146.3 91.4 80.4 98.6 1 52.4 53.2 41 5.0 9.63 674 4 67 3 63 4 53 7 13 1 E41 32 25 4„ . . . . . 244.6 177.2 117.1 922 175.4 181.1 467 43 11_3 „ 10.50 7.50 529 420 4.90 7.60 1.90 32 29 5 2E67 190.5 134.4 106J 124.5 193.0 48.3 43 13.2 71.50 8.05 5.75 4.50 5.00 7.E0 1 48 54 47 6„ . 2921 204.4 746.1 114.3 127.0 193.0 37.6 73 27.3 14.C0 70.25 7.75 5.62 5.4.5 40 8 220 58 66 8„ . 355.6 2E0.4 196.5 1427 138.4 213.4 58.9 - 74 30.0 10" 18.00 1225 11.75 6.50 8.50 17.50 2.88 83 109 457.0 311.2 298.5 165.1 275:9 292.7 732 113 49.4 19.50 74.00 12.40 8.75 9.C0 14 65 48 3 85 150 12" . . 495.3 355.6 375.0 2222 228.6 372.1 88.4 115 68.0 Printed in U.S.A. Det. No. Part Material Q. lddmmh~' CENTRAL GROaVED PIPING PRODUCTS 07999 Central Gmoved Piping Products 1 Bod Ductile Iron 1 2 Ca Duciile Iron 1 3 Gasket S nthetic Fiber 1 4 Hex Ca Scraw Steel, Zinc Plated AR zm~ 5 Clapper Stainless Steel or Ductile Iron ~ 6 Seal Facing FPDM - Grade E or Nitrile • Grade T ~ 7 S rin Stainless Steel 1 8 Hin e Shaft Stainless Steel 1 9 Retainin Rinq Stainless Steel AR 10 Washer Teflon 2 11 Retention Bolt Stainless Steel 1 12 Seal Rin Neo rene 1 13 Retainin Disc Stainless Steel 1 14 Locknut Stainless Steel 1 15 Ptu -'/2" - 14 NPT Cast Iron 2 16 Adhesive Thread Saaler AR 17 N2me late Aluminum 1 18 ~ Rivet Stael 2 ~ 590F.02.99 - R S 8 8 S8 8 R 8 a~ a 8 . FLOW RATE IN G.P.M. ~ B Riser IUIa ifol ~ • Comn'ercial n NFPA 13 Systems • Floor Control m Nigh Rises • ResIde1''1t1al ° NFPA 13D/13R Systems Manufactured by: Centrzl Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Riser Manifold provides all of the accessory equipment for a riser in a single assembly. The availability of the Riser Manifold in different configurations ailows cost- effective riser instaliation in commer- cial (NFPA 13) systems, high rises requiring floor control assemblies, and residential systems (NFPA 13R/13D). The Riser Manifold is approved for installation in either the horizontal or the vertical position. The optionai relief vaive assembly is available for the required locations such as NFPA 13 Section 3-1.2 which requires relief valves on gridded systems. Riser Manifolds for use in Canada oniy are provided with a Waterflow Switch that has a Tamper Switch mounted inside for cover removal detection. The threaded ends of the 1" and 1'/2' ~ bodies and the grooved ends of the 2" through 6" bodies allow for an easy transition to either check or control valves. The exclusive and dedicated flow switch designed for the manifolds has been tested and Listed for use in this specific configuration by Und2rwriters Laboratories. The Manifold bodies are painted fire protection red. Lettering clearly identifies flow direction as well as the test and drain outlet: thus providing the required sign. The Model F202 inspectors' test valve and the Model F101 trim valve are both U.L. Listed and make the best use of special thread combinations, eliminating the use of pipe nipples and the resulting potential for leakage. Installation is simplified with one 0 convenient take-out for the threaded versions as well as one take-out for all , grooved sizes, 2" through 6". Technical Data Models: 13 (commercial) 13D (residential) or 13D/13R (residential) Styles: Threaded or Grooved Sizes: 1", 1'h" 2" 21/2' 3" 4" & 6" Approvals: U.l., U.L.C., FM. 'M.E.A. (142-94-E) ' 1" Version is Not MEA Approved. Maximum Working Pressure: 175 psi Pressure tested at: 200 psi Standard Finish: Fire Protection Red with White Lettering I.P.S. Cut Groove Specs.: AWWA C-606 Take-out Dimensions: See Figures Shipping Weight: See Figures Migr. Source: Domestic Optional Accessories: Pressure Relief Valve Kit, see page 5 No. 28•1 A 1'/211211 ~ ~ 9 211/211' 3i!' 411 & 6" RiSer IUlanifold Figure5 2", 21/2', 3", 4" & 6" Grooved Commerciai Trim - Model 13 (For opfion2l pressure relief valve, see Figure 6) C ~ tf I ~ B i I U Approximate Weights & Dimensions of Trimmed I ~v 2", 21/2', 3", 4" & 6" Grooved Commercial Riser Manifo' ~ 12 EM~ m ~ ~ 0 4 1 FL 5 1 I *5/8" i: p " Approximate thread engagement. " 13" is the take-out for all sizes 2" throuqh 6". Note: Items 17 & 18 used on Manifolds for use in Canada Only. Size A B C D (Ibs.) 2" 14" '/a" 13Yz" 5Yz" 14.0 2Yz" 14Yz" '/s" 143/a" 6Ya" 20.0 3" 14Yz" '/e" 15Yz" 61/2' 23.0 4" 181/2" 4'/e" 18Yz" 83/a" 39.0 6" 183/3' 5Ya" 20'/i' 9'/<" 55.0 Figure 4& 5- Bill of Material Residential and Commercial Riser Manifold (for replacement parts) Detail No. Description No. I Req'd Part Number Detail No. Description No. Req tl Part Number 1 2" Manifold Body Gmove x Groove 1 971-077-01 6 Water Gauge 1 2585 7 2'h" Manifold Body Groove x Groove 7 971-077-02 7 Plug 1 816-12-000 1 3" tilanifold Body Groov2 x Groove 1 971-077-03 'W' 3-Way Glooe Valve - 1 41320 1 4" Manifoid Body Groove x Groove 1 971-077-04 I 9 x 2" Nipple . 1 131-79-000 7 6" Manifoid Body Groove x Groove 1 971-077-05 10 1" Plu9 1 611-800-60 ta 2" Manifoid Body Male x Groove 1 971-077-06 i 11 1 " x %z" x 1"Tee 7 611-822-12 2 Potter WateAlow Switch #VSC 1 971-097-00 1'/," x'h" x 1 Y," Tee 7 611-822-13 3 1" Ball Valve (2" body) F701 1 971-082-00 2" x'/i' x 2" Tee 1 611-822-14 3 1'/" Bali Valve (2'/d' & 3" body) F101 1 971-083-00 12 1/2" Pipe Plug 1 8010-12-00 3 2" Ball Valve (4" & 6" body) F101 1 971-084-00 13 1 " x %z" x 1"Caiifornia Tee 7 42000 4 1" Inspectors Test & Drain (2" body) F202 1 977-079-00 14 1" x Close Nipple 1 131-65-000 4 1'/," Inspectors Test & Drain 1 971-080-00 15 1" Ball Valve F101 7 4130? (2Y2" & 3" body) F202 16 2" Paddle 1 971-099-00 4 2" In'spectors Test & Drain 1 971-081-00 16 21/? Paddle 1 971-086-00 (4" & 6" body) F202 : 10 3" P2ddle 1 971-100-00 5 1" Sight Glass (2" body) 1 2567 ~ 16 4" Paddle 1 971-107-00 j 5 1 Y" Sight Glass (2Y:" & 3" body) 1 2508 • 1"o ' 6" Padd!e 1 ~ 971 -1 u5-00 5 2" Sight Glass (4" & 6" body) 1 2569 17 Tamper Switch (U.L.C. Oniy ) 1 2649 18 I Label(U.LC.OnIy) 1 971-111-00 4 _ igure _ . Optional Pressure Relief Valve - - - - - Grooved Commercial Trim - Model 13 DO ,-A,* 3 (7)~ Gy C~ Optional Pressure Relief Valve Accessory Kit (Order Part #4063) Detail1 No. I Description No. Req'd Part ' Number ' t 90° Compression Fitting I 2 198-068-02 2 '/z" Watts Pressure Ralief Valve1 1 198-066-00 Modei FF53L (U.L, F.M.) ' 3 11" Reinforced Yi' Tubing 1 198-743-00 i 7 x Y" Reducirg Bus^irc 1 617-800-59 Above kit can be installed on all sizes of grooved bodies. Valve is facrory sat at 175 psi (non-adjustable). ~ Normally Closetl Note: If optional pressure relief is desired for Figures 2 and 3, outlet on riser must be provided. Figure 7 Potter Waterflow Switch Terminal Connections CIAMPING PLpT'c TERMINaL Caution: An uninsulated section of z single conductor is not permittetl ro be looped m~st 6e szvered to l serve as nvo s parzte con ~ nectionsctlhe eby providing Supervision Of the mnnecti0n in the event that the wire 6eCOmes y dislodged from the terminal. f ~ puA 0 Figure 8 Potter Waterflow Switch Typical Electrical Connections LOCAL BELL STYLE 8/ CLASS 8 - TflANSFORMER OFl (END OF IINE RESISTOR) BATTERVPO`NERED CKT. (SEE NOTE) EiV00F OPEN ON AI.ARbI CLOSE ON OPEN ON CLOSE ON LINE -0-L-i qLqqM ALARM ALARM RESISTOR SIGNALING DEVICE SUPEFVISED LOOP (SEE NOTE) TYPICALSNlITCHACTION FROM GF ENON ClOSEON TOAOD'L 'S OPENON \f : rCLOSEON CONTqOL ALARb1 ALARM OF DEVICFETURN ALARM AIARM F~ PANEL ~ ~ TOCONTROI . Note: For supervisad circuits, sae "Suvitch Terminal Connections' ard caution note (a6ove). The Model VSR-SF has two switches, one can be used to ope2te a central sta!ion, proprielary or remove signzlling unit, while the olher contact is uszd to eperate a 1oc21 audible or visual annunciator. Testing: The frequency of testing fer the Model VSR-SF and its associated pro[ective monitoring sys:em shoWd he in accerdance vdth epFliczble NFPA Standards and/or the Authority Having Jurisdiction. but under no circumstances less Ihan bimonthty. Figure 9 Potter Tamper Switch Typical Electrical Connection CONTACTS: S.P.D.T. (FOrm C) N.C. 0 Corvi' CONTACT$ 540WM WITH CONTACT RATING: SA @125V AC COVEfi IN PLACE. 2.SA~c 30V DC N.O. " A INSTAILATION FOR WODELS VSR-F, VSR-CF, AND VSF-SF Remove the one retard assembly mounting scraw. Place the switch assembly over the retard assembly moun[ing tab. Replace the screw. 5 - - Ordering _ Instal lation Infiormation The Ris2r Manifoid is approved for When placing an order, indicate the instaliation in either the horizontal or full product name. Please specify the the verticai position. quantity, modei, style, znd size. Mechanicai-grooved couplings Installation Sequence must be ordered separately. Step 1. Install the manifold body with the flow arrow pointing in the downstream position using threaded connections and/or Listed mechanical grooved couplings. Step 2. Connect the drain line. Ensure the Trim Valve is in the closed I position and where appropriate, the ~ Inspectors' Test Vaive is in the "drain" position. Step 3. Place the system in service and secure all suppty valves open. NOTE: When installing threaded bodies, use a non-hardening pipe joint compound. Care & Maintenance The Riser Manifold and accessories should be inspected as outlined in NFPA 25 to ensure reliable and trouble-free operation. The owner is responsible for the proper operating condition of all fire protection devices 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 Authority Having Jurisdiction may have additionai regulations and requirements for maintenance, testing, and inspection that must be obeyed. OO 7997 Central Sprinkler Company Printed in U.S.A. Size ' hiodel I Part Number 1" 13D, F x F(UL,FM) 4067 1" ! 13D, F x F(ULC) 4085 1 Y:" ; 13, M x F(UL,FM) 4055 tYd' 73, M x F(ULC) i 4086 t'/x" 13, M x M(UL,FM) ~ 4056 P/z" 13, M x M(ULC) I 4087 1 Yz" ~ 13D/13R M x F(UL,FM) I 4057 1 Yi' I 73D/13R M x F(ULC) 4088 1 Yz" 13D/73R; M x M(UL,FM) I 4055 1'/2' ~ I 13D/13R, M x M(ULC) 4089 2" j 13D/13R, G x G(UL,FM) 4059 2" i 13D/13R, G x G(ULC) 4093 2" ~ 13, G x G(UL,FM) I 4060 2" I 13, G x G(ULC) 4090 2" 73D/13R, M x G(UL,FM) 4064 2" 73D113R, M x G(ULC) 4094 21/2 ' I 13, G x G(UL,FM) 4061 21A' ~I 13, G x G(ULC) 4091 3" I 13, G x G(UL,FM) 4062 3" ! 13, G x G(ULC) 4092 4" 13, G x G(UL,FM) I 4065 4" 13, G x G(ULC) 4095 6" 13, G x G(UL,FM) i 4066 6" , 13, G x G(ULC) I 4096 For pressure relief accessory kit use part number 4063. Availability and Service: _Central sprinklers, valves, accessories, and other products are av2ilable through- out the U.S., and Canada, and internationally, through a network of - Central Sprinkler sales and distribu- tion centers. You may write directly to Centrai Sprinkler Company, or call (215) 362-0700 for the distributor nearestyou. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current price list for further details of the warranty. Patents: Patents are pending. Conversion table: 1 inch = 25.4mm 1 foot = 0.3040M 1 pound = 0.4536kg 1 foot pound = 1.356Nm 1 p.s.i. = 6.895Kpa = 0.0689bar = 0.0703kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. ~ ~ ~ ~ CENTRAL --401101~ v. Central Sprinkler Company 457 North Cannon Avenue; Lansdale, PA 19446 . PHONE (215) 362-0700 FAX (215) 362-5385 13&13D/R.8RK With wall plates and breakaway caps Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Model 86A (straight pattern) and Model 86B (90° pattern) Fire Department Connections (FDC) are 2'/z' x 21/2' x 4" single clapper siamese-type connections. They are designed to provide a supplementary water supply connection for automatic sprinkler systems of all types, as . required by NFPA 13. Both straight and 90° pattern Fire Department Connections are cast brass with brass clapper, brass swivel couplings, and a brass hinge pin. The words "AUTO SPKR" and "F.D. Conn." are cast in raised letters on the body of the Fire Department Connection. The clapper design allows for one or both inlets to be pressurized during operation. Fire Department Connections are generally installed 18" to 5' above finished grade, however local codes and standards may contain special requirements with regard to specific location. Wall Plates The Wali Plates are constructed of corrosion resistant aluminum alloy with cast-in raised letters. The raised letters on tne round Wall Plate are "AUTO. SPKR." and "FIRE DEPT. CONNECTION." • Caps The breakaway Caps for the protection of the 21/2" iniets on the Fire Department Connection are supplied in heavy-duty plastic or cast aluminum alloy. They can be easily attached to the swivel lugs of the Fire Department Connection using the eye bolts supplied with the Caps. Technical Data Model: 86A (straight pattern FDC) 868 (900 pattern FDC) Size: Outlet - 4" po2mm) N.P.T. Iniets - 2Y:" (sa mm) N.H. Std. thread Approvals: U.L., F.M. Maximum Working Pressure: 300 psi Standard Finish: FDC - Rough brass Wali Plates - Red enamel paint with raised letters painted white Caps - Red plastic or red enamel paint Weight: FDC (straight) - 7.8 Ibs. (3.5 kg) FDC (90') - 9.3 Ibs. (42kg) Wall plate - 11 OZ. (312grams) Cap - 3 oz. (85 grams) Mfgr. source: Non-domestic Dimensions: Wall Plate - 93; " (248mm) O.D. . No. 28•7.0 'ns }a'lat'on WaIlPlate-Round AA The straight pattern Fire Department Connection is installed by attaching to a horizontal 4" N.P.T. threaded pipe genera!ly ext2nding throug" an exterior buiidirg wall. The 90° pattern Fire Deoartment Connection is installed by attaching to a vertical 4" N.P.T.threaded pipe, generally freestanding in a yard application. The swivel inlets are 2.5"-7.5 American National Fire Hose Connection Screw Thread per NFPA 1963. The breakaway Caps for the inlets are used to prevent damage to t~ threads and to keep foreign objects from entering the fire department connection piping. Caps should be replaced after Fire Department Connection use or if the Caps are damaged or missing. ~ r , Care & Maintenance All Fire Department Connections shouid be regularly inspected to insure proper working condition. Connections should be readily visible and accessible. They should not be obstructed by vegetation or equipment. 2. Caps should be in place and the 21/2" swivels should enjoy freedom of movement. Hase threads should be clean and in good condition. 3. Verify that the check vaive in the fire department connection piping is not leaking. G1988 Central Sprinkler Company Printed in U.S.A. Ordering: - Informatior~ When placing an order, indicate the full product name. Please specify the Guantity, model, and size. Fire Department Connections are not fumished with wall plates and caps. They must be ordered separately. Availability and Service: Central sprinklers, 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 cali (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Pric= List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. ~ CENTRAL Central Sprr Company 451 N. Cannon Avenue, Lansdale, PA 79446 Phone (215) 362-0700 FAX (215) 362-5385 8^0.0 D 11 CATALOG T695 TOLCO INCORPORATED 796 EAST HARRISON STREET CORONA, CALIFORNIA 91719 (sos) 737-5599 i (sio) 791-2632 FAX NO.(909)737-0330 ~ =-TOLSTRUT -CONCRETE I NSERTS SPOT INSERT NUT 6 0 ~ CAT. p 8 SIZE SPOT 1/4" SPOT 3/8" SPOT 11Y, SPOT 518" SPOT 3/4" SPOT 7/8" 1 712„ . MAXIMUM ilECOMMENDED LOAD 600 LBS. . SAFEfY FACTOR OF 5 - BASED ON 3.000 PSI CONCRETE Minimum Safety Facfor 3 At least 2' av.ay Irom erW in 3,000 PSI concrete, recommentled IoaOing as lollows: CONCT 8-12 12' thru 20' 2000# (on eaUl lenglh) CONTINUOUS INSERT B-12 CONCT END CAP SPOTINSERT I-*--3 13116" -i I F- 4 3116.'-I • 131116~' ` ~ END SPOT CLOSURE STRIP CL-10 ~ AVAILABLE FOR ALL CHANNEL SIZES AVAILABLE IN B CHANNEL SIZE ONLY - TOLCO INC. • CORONA, CALIFORNIA - (909)737-5599 27 rxcoavo~z;eo 53 F7G. 65 A1VD FiG. 66 FZEVERSI3Z.E C-TI'PE BEAM CLA_MPS - ~,14" A-ND 1_7/47„ 7'HROAT OPE-N'INGS Size Acnge -(rig. 65; 3/8 t:ru 5/8 i1ci± rec (1/2 tn-u 10 inch pipe). Size Tiange -(~Fig. 65; 3/8 thnu 5/8 incn rod /2 tn~.s i0 ~.~cc: p~~,~ei. - 1~laferial- Ca:bon Stee': w-:h na*denr cup goin: 52` 5.^.*2:ti 2IIC j2:?? Rli:. F::r.cfior. - R2ce-^:er.eee fo: nznging from steei bez:;: whe: z fznse th:c!;r.zss eces r:o: exceed 3/41" ('=ig. FS) o: (Fig. 66). Features - A:i steel cor:si*uction eiirnina.2s str~ccu*z: de"c:e ;cies a;setiatec w;tn czsting type bez-1 c!zmgs. Nzy be usec o^ top o: bc:to^ fa.^.ge ol tne bear.:. (Beveieo Lp a!!oas hzr.cy*r.g from top fan5e where cieerz::ce s E.^::ited.) May b2 instai!e3 witr set _c^,rew L: L'J O: dOWR jJ05:[IOi:. O:`set eesig*: pe:mi.s uz+?iMit_e roc zdjuszment by zuow:~g the rod ro be :h:eaced comple:e;y tnroesgh YPH CiarnD: Ope^ eesign oer-mi;s irspec:ion c:` ezc engage. me.^.t. Apalica:ion Note - Fig. 65: zec 1•1!2" ,o rcc l2.^.gL h V:.^.2II CI2SII0 5 io v2 LS2d lII 52: SC*2w L'p ros .ioa. E-6: zcd 2' :c ^ when cia-:p is to oe csed ir. <z: sc:ew L~ pos.:.cn Approucts - iJ.^.c2.'v..::2:5' LaJO: ab.^.25 ii5:2C zriC MLiua'. Eng:neerins 2oC*OVEC CO.^.'O.'R75 ro Fe:.e_ai Soedfica:icr ~4 4V 2y72 Z3, znc lk!z-:ufzc:u_e*s Stznca:ciza~no.^. Socie:y SP-69, ivoe 19 zne 23. t.eceecs rzeci:e:aez:s oc tie \zziona'. Firz ?ro'ecr.o.^. Fssxizuor: (N`P?), ?a-n^:ei =7 3, 3;8" roe c.;i[ s_~po:t 1'2 e" P: rp-0 1'2" rec wiii s=po^ ;2 a" p;pe. Fiaish - Pizi.*., Eiectro-Gaiva:,zze" riDG, a,c S:air:iess S:ze:. O.'d@: By -::S~'2 P.::^O?7> i'OG S:Z?, Z1C L'.^:i5':. ~ E ~ - s= A ~ D=. ! E F t 6 ._p!'! C I: - i F - - F,G. P7°_ SIT D FI G. 65 3 ~ FIG. 66 ~ . LO:,DLS. PF?.IGC 3/8 :/2 4 1 35/7 66 31L- 1- . I500 `LE --i/? 0 81-1!2 31-- ~ cF 6 Y= 5/S C ?/2 374 - ~ 97-1 6 c0o6 - 55 _ ss TA:_ F.OD ii _Y. P?P.''.C?:. S:L= Pi?= F.=C. n 5.4 L C D L - L.7e=.7 LCnS. PL:. 3/8 _/2 ` 3/10 li' ' //:c io^d 32 t/2 f_-t%2177! g~~o -:j= 8 1G _ - !/2 ~ - - . 9j:6 - :j= 4050 - 6: ~~~e 0- ~~co;,oxn-eo G^:.- ^A • M4: T-:NS 61 F7G. 99 A-1 7 THP,E4D A0D CU7' 1 O►_E'NG7'I-17 Siza Bang= - 3/S Y^:t: 7J8 i-c:^. roe i: 1 inc : ir:cr2-iea;s. ttilateric? - Cz oon St2ei Maximum Temperature - 750°r Finish - Piza, =~ec:*o-C-z:vani>ec, anc S:z-Lless S.eel Order By - Fie,~.-e nu.moe:, rod ci.-ne.er, roc =oE) *i3Y. x=c. coAD LrS. FoR sERVZCE r*Ps. le.-:gt;, znd '..'s:^. 5Z 650°i 750°F 3/8 6!0 "a40 1/2 1130 10?0 S/8 I820 16?0 3/4 2716 2420 7iS 3770 3360 FIG. 304 a r i?HREAD ROD FUZL LENGTHS Size Rcr.ge -?!e t:^.rt: 1-1/2 i cn roe i: ?0'-0" lengths. Mate:ial - Cz>oor. St=_=i ltiScxinum Tem.: erahsre - 750'r Finish - Pzc:, Eiec::o-Gz~a^.?>_zc, ar: cm:-less Siee?. Orde: B> - F:-g= .._-y-, .,d cie.::e-=-, arc n_ s::. xoo S~.T.-. M4Y P._G LOAD L55. .l"??OX Foa sE-Z*,1czr=u.>s wTIG; -I G;Q'F 7o0°F P.a 100 =i. 5..t 31fi 610 S".,'? 29 a'E 18i0 15:0 7/8 2110:_ 2420 3: id 3360 i54 5960:i 41?4 .-x 222 ~ . /c 8CCG 71=0 36L, - ?,=1/2 1+F.3E),~> TE}3t6 ~1Q- co4c.~.;.;,a • Fcs; r„ FTG. 200 „3RLMLINE" AI3JZ.TSTABT..F I'EN'G HA-N :-SER Size kange - 112 i=u 8 i-Gh pi^e. Materiat - Sieei, Mi!. Givz,^3zed to G-SO speci- LC2'O.^.. Funtfiorz - For fire sp-iri'tie: znc ot.'^.er Sene:al pipir'.s ou:po-e<_. Iin•!:led s~zwel nc:t desigm Feznu;s ha:^.5e* aejut=.eri zfte: Lnsta-llzuon. Scr;ns t2n5:0' C:^. S:J. V2t TtUi hOlCS li 52CL'72i'~J 1:1 C2^$or C2COE2 :iSi2..~~2.`•O'. .C.R::V2l P.Li IS E,:.S:s'y ?2iP.OV2C. ApproucIs - U-ce:wn:=: s' iabo2tores listed a.^.c Fac.ory Mu.uz Engineer:^g z.pproved. Co.^_fo :r.s to FederZ Specincatioz W"W-H-? i lE, type 10, ane MzntZactu*e:s Stzndardizz:on Society SP-64, rype la Maximum Temperature - 650°t= Finish - 1`tiI. Galvznizzd, HDG, and Stain?ess S.2ei. Order By - Fisuze n;..~*noer anc nipe size. IVL4y. i 2 31/8 ` 3 1%S 2 a''a 1-3!8 ?6Szx_,18 L,.'~0 -<_6cae5f8,-- 1i ~ 3i8 3.3i8 2-5;8 ir8 16sa X5;S 12 =-7i8 2•7;8 i =Eg'x5 !3 --C~ I = 6y-zc5%& - 21/7 j,!s J J,,'$ G_;b` i.?'°: 1652X &X 27 -S - -2r~ ~ ~g`:_ . tS_3B `-r165zx i .`bQQ ~ :`G~ 7-3ia o:'- 2-3;18 165as1 600 3= ~ 5' x 5---_ 112 9 ..;8. 6.~,'c 9.31g t%s x,,;'t6 1250 Eb 125Q •~:i~"` ~ . S 1/2 s;S 8-?%- . 3. i ~ 1.;; i Szx - '_200 =35 79 -TR1M=L-INE;-COnf'd. _ l iSUU 054•1U75 SPARE HEAD BOXES R8GC0's sturdy spare head boxes are manufactured from .030" steel. They feature all- welded construction and full length hinge, and are finished in red enamel and drilled for easy mounting. Personaiization is availabie at nominal charge in quantities of 50 or more. Your most direct advertising practically free! ~ 1- I ~ J CD -i CD ~ L O O O O OO 1 1 1 6 Head 25 61 These 31/2 " pressure gauges are approved by the Factory Mutual System and are listed by the Underwriters' Laboratories for use on wet or dry sprinkler systems. Personaliza- tion is available at nominal charge in quantities of 100 or more. Your most direct adver- tising....practically free! 1t5 150 175 . . 100 200 75 225 50 250 25 275 3 0 4 • - ITEM SIZE OTY /CS LBS /CS 2 t2 Head 20 66 UGES GA AIR/WATER ITEM TYPE OTY/CS L8S/CS 3 AirlWater 50 25 4 AirwlRetard 50 25 5 Water 50 25 OSYSU-19 -2 ~ ER OUFSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Road • P.O. Box 28480 1957 Leslie Street St. Louis, MO 63146-4161 Don Milis, Ontario, Canada M3B2M3 (314) 878-4321 • (800) 325-3936 (416) 441-1833 11 OSYSU-1 STK. NO. 1010106 OSYSU-2 STK. NO. 1010206 UL and CSFM LISTED, FM APPROVED, and NYMEA ACCEPTED Dimensions: 6.19"L X 2.25"W X 5.88"H 15.7cm. L X 5.7cm. W X 14.6cm. H Weight: 2 Ibs. /.9 kg. Enclosure: Cover-Die-Cast Finish -Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes Cover Tamper: Tamper resistant screws, Optional cover tamper kit available. Contact Ratings: OSYSU-1: One set of SPDT (Form C) OSYSU-2: Two sets of SPDT (Form C) 15.00 Amps at 125/250VAC 2.50 Amps at 0-30VDC resistive Environmentai Limitations: -40°F to + 140°F (-40°C to 60°C) NEMA 4 and NEMA 6P Enciosure. Indoor or Outdoor Use (Not for use in hazardous locations, See Bulletin #5400705 OSYS-U-EX for hazardous locations). Conduit Entrances: 2 knockouts for 1!2" conduit provided Service Use: Automatic Sprinkler NFPA-13 One or two family dweliing NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 GENERAL INFORMATION: The OSYSU is used to monitor the open position of an OS & Y (outside screw and yoke) type gate valve. This device is available in two models; the OSYSU-1, containing one set of SPDT (Form C) contacts and the OSYSU-2, containing two sets of SPDT (Form C) contacts. These switches mount con- veniently to most OS & Y valves ranging in size from 2" to 12". They will mount on some valves as small as 1/2". The coveris held in place 5ytwotamper resistant . screws that require a speciai tool to remove. The tool is furnish2d with each device and should be left with the building owner or responsible party. Replacement or additional cover screws and hex keys are available. See ordering information on page 4. OPTIONAL COVER TAMPER SWITCH: A field instaliable cover tamper switch is available as an option which may be used to indicate removal of the cover. See ordering information on page 4. TESTING: The OSYSU and its associated pro- tective monitoring system should be inspected and tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommends quarter- ly or more frequently). PFINTED IN USA MKT. k8820004 - REV F PAGE 7 OF 4 MFG. Sk5400979 - 1/95 ~ POTTER OSYSU-17 -2 ~ OUTSIDE SCREW AND YOKE VALVE ~ SUPERVISORY SWITCH FIG. 2 LARGE VALVE INSTALLATION - 3" THRU 12" S1ZES 3" THRU 12' VALVES USE CARRIAGE BRACKET BaLTS, CARRIAGE BOLTS MOUNT ON INSIDE ❑F YOKE, IF THERE CLAMP BAR IS SUFFICIENT CLEARANCE, SLOTTED MOUNTING HOLES. MAY BE USED FOR FINE ADJUSTMENT GROOVE ❑F SWITCH ❑N BRACKE 0 CARRIAGE BOLTS C2 REQUIRED> ROLLER T. ~ Y~KE m , VALVE STEM TRIP ROD ~V DWG. #979-4 \~~v \ GLAND LARGE VALVEINSTALLATION 1. With the valve in the FULL OPEN pcsition, locat= the OSYSU across the valve yoke as far as possible from the valve giand, so that the trip rod lays against the non-threaded portion of the valve stem. 2. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so farthat it contacts the clamp bac Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip levec Using pliers, break offtheone(t)inchlongnotchedsection(seeFig.5). Reinstall trip rorl and repeat Step 3 procedure. r~ 4. Mark the valve stem at the center of the trip rod. 5. RemovetheOSYSU. Fileal/8"deepgroovecent2redonthe mark of the valve st=m utilizing a 318" diamzter straight file. Round and smooth th e edges of the groove to prevent damage to the valve packing and to aliow the trip rod to move easily in and out of the groove as the vaive is opera,2d. 6. Mount the OSYSU Iooseiy with the trip rod centered in groove. 7. Final adjustment is made by loosaning 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod saated in the vaive st=m groove and that the switches activata within one turn when th=valve is operat2d fromthe FULL OPEN towards the CLOSED position. 8. Tightzn the adjustment screws and mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operatzd from the FULL OPEN towards the CLOSED position. NOTE: CLOSETHEVALVEFULLYTODETERMINETHATTHE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BYTHE STEM THREADS COULD RESUIT IN A FALSE VALVE OPEN INDICATION. PRINTED IN USA MKT. k8820004 - REV F PAGE 3 OF 4 MFG. #5400979 - 1/95 2.00 rl I 1 I I I LUI DWG. #979-7 ORDERING INFORMATION MODEL DESCRIPTION 75 K. NO. OSVSU-1 Outside Screw & Yoke-Supervisory Switch (Single switch) 1010106 OSYSU-2 Outside Screw & Yoke-Supervisory Switch (DOUhIe switch) 1010206 Cover Screw 5490293 ° Hex Key for Cover Scr=ws antl Ir.s;allation Adjuslments 5250062 - Optional Cover Tamper Switch Kit 0090737 For pressure reducer PjGa valv_ ins:zlla:ion kits (if required) contact valve man ufacWrer. FI G. 4 KNOCKOUTS FO CO :aex .REW R00 3-6 TYPICAL ELECTRICAL CONNECTIONS incs~ ciacur, ♦ x.o. i0 POWEA GOft COM. N.C. INdUPNG ~ DE'ACE INOIGnNG CEVICE ~ I i TO SOPERJISCRT CIRQIR 1 I ~ N.O. QF CONTOL PAVEL ~w pNE CCM, N.G R66iCF ONL /9]9-1 . Contacts shown in no rmal (valve open) condition. TYPICAL SWITCH ACTION OPEN VALVE POSITION CLOSED VALVE POSITION COM. - w yi sw ry t N.D. ~ COM. N.O. , N.C. N.C. i I I I COM. ~ N p COM. I N.O. SW #2 SW #2 \ N.C. ~ N.C. PARTS • • DWG. IFL'979-2 PRINTED IN USA MKT. #8820004 • REV F PAGE 4 OF 4 MFG. q5400979 - 1195 FIG.3 DIMENSIONS FIG. 5 BREAKING EXCESSIVE ROD LENGTH (00 SASH SERIES SPRINKLER ALARM STROBE HORN/S1Giv COMBINATION SASH•24 SASH-720 The SASH series i; a multitone horn/strobe combination designed for use 2s an 2udio visual indication for automatic sprinkler systems. It cen be installed in conjunction with or in place of water motor gongs. Strobe Intensity, dBA and Current Ratings I SASH•24 I SASH-120 Input Current Input Current UL Listed strobe horn Dimensions 9•1/4" h x 10" ui x 4' d Voltages Av2ilab!=: SASH-24 (24VDC) ~ SASH-120 (120VAC) Enviroment: Indoor or Outdoor use. Weatherproof backbox is includzd with both modeis. Termination: Sepzrateterminalsforhornandstrobe. Finish: Red with vihite letterina. Amps at 24VDC riom Bell March Tim= Horn Code-3 Horn Cod=-3 Ton> HI 0.040 0.014 0.040 0.040 0.028 0.048 0.036 0.020 STD 0.023 0.012 0.023 0.023 Slow NJhoop I H i/Lo Strobe Candella Strobe Current (If the strobe 2nd 2-Jd!c:'e aperar, on tne same circuit, zdd ,he s,r;,b= curreot to the f0n0 curren~ ) 117 0.083 0.017 0.020 0.023 0.0 7 4 Amps at 715VAC HI 0.050 0.040 0.050 0.050 0.042 0.050 0.041 STD O.G^-0 0.038 0.040 0.040 0.038 0.040 0.040 OA39 15 O.OoO Typical Anechoic dBA at 10 ft. At Nominal Input Voitage H~ STD 9- 9--~93 92 I 87 °9 93 99 93 95 I 90 E_891 EE134 °3 ~ 88 Pc . la:!rcS'^_ C. . P.!O 6314, ' :-47-- t 2:_ ac~ „?3:.,_. z~?5;o c`"c3?•v : 5.7n'i.ccc . w~ P 3?,;_x"~ dT. ~4~.'-Rc/A PAGc t OF2 WIRING INFORPa1ATION CONTACTS CLGSE OiV AL.4RDA _LC _ STrtO~H- AND HO:=N FOvYZ .r=D PJ (2) 9Y T:,= j;-..'v!= CI=CU'T SiR - - AUD - - c-r _ = AUD - SAS".-24 - SIrOB= AND HORN PuLVER:=O / FROk+ SEFARAT,E CIRCUIT - 5=.S~- i 20 0===.4T=J GY u i_ cT~ n; v`PPG-. 7~1070-1 PRINTtD IPi US.: M?Cr. e335CC0=. P.cV F PAGE 20P 2 M1ir .?:"=JiJ7o.5:ao a , FS-ONE High Performance Intumescent Firestop Sealant Product description • Intumescent (°xpands when exposed to fire) firestop sealant that helps protect combustible and non-combustible penetrations for up to 4 hours fire rating Areas of appiication • Steel, copper and EMT pipes • Insulated steel and copper pipes • Jacketed cables and cable bundles • Closed or vented plastic pipes For use with • Concrete, masonry, drywall and wood floor assemblies • Wall and floor assemblies rated up to 4 hours Examples • Sealing around plastic pipe penetrations in fire rated construction System/Productadvantages • Protects more than 95% of all rypical firestop appiications • Easy to work with and fast cleanup • Quick sealing of remaining gaps • Can bc repenetrated when laying new cables FS-ONE Intumescent Firestop Sealant omenny Descrvption Lolor Package cantenG VoWme Itzm Nc. FS•ONE, tu6e red 10.1 oz. (300 ml) 18 ina 00259579 FS•ONE, foil red (aTy 20) 20.2 oz. (600 mi) 36 in' 00311387 FS-ONE, paii red 5 Gallons (79 liter) 1155 in' 00259578 CB 200 PI•3001310 ml Dispenser 600 ml Foil 0ispenser Internationally tested and approved p,55~r~ FlLLVOIDORLAFMWITEFInLS ~O ~uss~3r FM U~ uNOeawAireasueoaaroeiE;.m.c FORUScRIiPOL'G'/.PSVETRATON pppqpyEO FIRESTOP>!SiEMS _ SE'cOLflFERES5i.1NCEDIPECTORY S.° 66y- Carsu 2'.Cow aGwc Z-19.15-471 ~ ce "ma~ Dlrv 5ta^~a a ~ 00055205 00024669 S1mJ1]IClty ff ~~~~~~~~~ice 4 r O ~ I~tlTettM~~tir~xry1,~~1 ~ 1aiue 1-800•879-8000 } - f ' .'J-1 ~"rS-ONE High Performance Intumescent Firestop Sealant Praduct description • Intumescent (expands when exposed to fire) firestop sealant that helps protect combustible and non-combustible penetrations for up to 4 hours fire rating Productfeatures • Smoke, gas and water resistant • Contains no halogen, solvents or asbestos • High fire rating properties • Water based, easy to clean Tested in accordance with • UL 7479 • ASTM E 814 • UL 2079 Instailation instructions for FS-ONE wool. (lf required) Technical Data PS-ONE Intumescent Pirestop (at 73°F (23°C) antl 50°6 relative humiditv) Chemical basis N'ater-bzsetl intumescent acrylic tlispersion ~ensiry, Approx. 1.5 g/cm' Warking time: Approx. 20-30 min Curina time: Aoprox. 14-21 days Shore A Hardness Approx. 35 Movementcapa6iliry: Approx 5% Intumescent Activation: Approx 250°F (121°C) Expansion rate (unrestricted): Up to 3-5 times original volume Temperature resistance (cured): -40°F (-40°C) to 212°F (100°C) Applica'ion temperature: 35°F (2°C) to 100°F (38°C) Surface burning characteristics: (FSTM E 84-96) Flame Spread: 0 Smoke Development: 5 Approvals ICBO Evaluation Service.lnc. Report No.5077 Califomia State Fire Marshal Listina No. 1200:108 City of New York MEA 326-96-M City of Los Angeles Research Report 25188 FS-ONE. seal undistur6ed lor plate (if required). 48 hours. Opening 1. - Clean the opening. Surfaces to which FS-ONE will he applied should be cleaned of loose de6ris, dirt, oil, moisture, frost and evax. SVuctures supporting penetrating items must be installed in compliance with local building and electricai standards Applicatinn of firestop sealant 2. Install the prescribed backfilling material rype antl depth to obtain the desired rating (if required). Leave sufficient depth for applying fS-ONE. 3. Appllcation of firestop sealant Apply FS-ONE to the required depih in order to obtain the desired fire rating. Make sure FS-ONE contacts all surfaces to provide maximum adhesion. For application of FS-ONE use a standard caulking gun, foil pack gun, bulk loatler and bulk gun. With FS-ONE buckets, Graco n'pe sealant pumps may be used. (Contact pump manufacturer for proper selection J 4. Smoothing of firestop sealant: To complete the seai, tool immedi- ately to give a smooth appearance. Excess sealant, prior to curing, can be cleaned avaay from adjacent surtaces and tools wiih wa;er. L2a~~,~z compl2ted seal undisturbed for 48 hours. ~ 6. For maintenance reasons, a penztration seal could he permanently marked with zn idertification pla:e. in such a czs°, mark the iden- tification pfate and fasten it in a visible position next to the seal. 5_II Notice about approvais Check that the penetration has been sealed according to the specified drawing in the UL Fire Resistance Directory or Hilti Firestop manual. For further advice: please contact Hilti customer service. Refer to Hilti product literature and UL fire resistance directory for specific application tletails. Not ta 6e used... • For high movement expansion joints • Underwater • On building materials which bleed oil, plasticiz2rs or sobents (impregnated wood, oil-based seals, green or p2 ~t;ally vuicanized ru6ber) • In any penetration other Ihan those specifically tlescribed in the Hilti Firestop Manual or the test reports Safety precautians • Before handling, read the product and material safety data sheef for detailed use and health information. • Keep out of reach of children • Wear suitable gloves and eye protection Storage • Store only in the original packaging in a location protected from moisture at temp=_ratures behveen 40°F (50C) and Sn'F (30'C). • Observe expiration date on the packaging. 1-800-879-8000